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Home My WebLink AboutSDP201800017 Letter of Revision Letter of Revision 1 2019-05-07`Is LjRGiNL� COUNTY OF ALBEMARLE Department of Community Development 401 McIntire Road, North Wing Charlottesville, Virginia 22902-4596 Phone (434) 296-5832 Fax (434) 972-4126 May 7, 2019 Andrew Allison Timmons Group RE: LOR#1 for SDP-201800017, Tax Map/Parcel #08000-00-00-008Z0 Mr. Allison, This letter approves your submitted Letter of Revision for the above referenced site plan. The letter of revision proposes the changes as shown on the attached plans and letter dated 3/20/2019. There are no other changes to the approved plan proposed. This is the first (15' ) Letter of Revision for this site. Three (3) Letters of Revision are allowed, after which all required changes must submitted in the form of a site plan amendment. Sincerely, Megan Nedostup, AICP Principal Planner County of Albemarle Department of Community Development Phone: (434)296-5832 Ext 3004 Attachments: Site Plan Change, application, and request letter Application forT" Letter of Revision Letter of Revision = $108 This application may require additional review by the Fire Marshal. Fees in addition to those shown on this application may be required as required by the Fire Prevention Code Fee Schedule. A copy of the schedule is available from the Fire Marshal. Final Site Plan Name and number: Keswick Hall Central Energy Plant Demolition and Renovation SDP 2018-017 Contact (who sbould we c..cwt.mm this pro coo Andrew Allison Street Address 608 Preston Ave, Suite 200 City. Charlottesville State VA Zip Code 22903 Phone Number 434-327-1683 Email andrew.allison@timmons.com Owner of Record Keswick Club, LLQ H7 Holdings, LLC Street Address 701 Club Drive City Keswick State VA Zip Code 22947 Phone Number Email Itrevenen@keswick.com AppliCantHistonc Hotels of Albemarle Street Address 701 Club Drive City Keswick State VA Zip Code 22947 Phone Number 434-923-4300 email ltrevenen@keswick.com Ne The approprime tee. The site plan number that the change applies m, kv� A regncst letter descole., the proposed changes from the mere, or nmhorisd .,cart. yr. 4 copies of the plan that shows the pmpndeJ changes. Changes must be shown on the sheet or dicers from the approved final Site plan. or on an I I"XI P' copy ordain portion of the approved final site plan. Owner/Applicant Must Read and Sign I hereby certify that the information provided on this application and accompanying information is accurate, one and correct to the best okno w dge and ell 3/-zobo Signature of0wner. Agent Date 434-327-1683 FOR OFFICE USE ONLY QLORq 1�] `1 Fee Amount 3J=Dune Paidlzey who c (-Rece.,4 I�Cku$1e M ay. Jp County of Albemarle Department of Community Development 401 McIntire Road Charlottesville, VA 22902 Voice: (434) 296-5932 Fax: (434) 972-4126 REVISED 4/21/2019 Page I of I rest 562, T I M M O N S GROUP suu$e o1 on avenue F 43495 3' vooa vrs,o« n<meveo reeooans Charlottesville, VA 22903 wwwAimmori March 20, 2019 County of Albemarle Megan Nedostup, AICP — Principal Planner Department of Community Development 401 McIntire Road Charlottesville, VA 22902 RE: Keswick Hall Central Energy Plant Demolition and Renovation SDP-2018-17 Letter of Revision Dear Ms. Nedostup: The following is a summary of changes reflected in the Letter of Revision #1 submission: • Sheet C0.0: Building area has increase from 1,841 SF (2,185 SF utility yard) to 1,924 SF (3,781 SF utility yard). Sheets C4.5, C4.6, PS-4 8 PS-5 were added to the sheet list table. • Sheet C1.0 Two (2) additional details have been added to the drawings. • Sheet C2.1: Additional existing water lines, adjacent to the existing energy plant, have been located accurately on the Existing Conditions plan. A 6° storm pipe from the existing plant to the existing storm structure has been added to the plans. • Sheet C2.3: The removal/relocation of a portion of the existing water lines has been incorporated into the demolition plan. The removal of the existing 6" storm pipe from the existing plant has been added. • Sheet C4.0: The building footprint has been revised to accommodate the new fire storage tank diameter. The mechanical yard configuration has been revised to accommodate the change in the fire storage lank. The reinforced turf access road was widened to 15 8. The configuration of the stairs on the CEP building have been revised. The air vent structure has been updated to reffecl a VDOT DI-12B structure. A sanitary sewer pump station has been added on the west side of the new CEP. The associated profile has been included on these drawings as well. • Sheet C4.1: The 6" domestic water line tap location has been relocated to the north side of Club Drive. The alignment of this line has been modified as well. • Sheet C4.2 8 C4.3: The alignment of the proposed water lines has been modified slightly to accommodate the duct bank. Additional tees have been provided for the Golf Club and existing energy plant. Various tees/connection sizes were revised. • Sheet C4.4: Additional information to the utility profile has been added and revised per changes reflected on Sheets C4.2 8 C4.3. • Sheets C4.5 8 C4.6: Low Voltage Duct Bank Diagram plans have been added to further assist the general contractor. The duct bank has been extended towards Club Drive and stubbed for the future Spa and Guest Wing construction. • Sheet C5.0: Stormwater profiles have been revised to accommodate the change in building footprint. Drainage areas and routing of these pipes have not changed. • Sheets FP-1 through FP-4: Revisions have been made to the diameter of the fire tank and corresponding building footprint updates. • Sheets PS-4 8 PS-5: Pump station design drawings have been provided for the new pump station located between the existing and proposed energy plant. If you have any questions or comments, please feel free to give me a call at 434.327.1683. Sincerely, Andrew Allison Project Engineer KESWICK HALL CENTRAL ENERGY PLANT DEMOLITION AND RENOVATION TAX MAP PARCEL AND OWNER INFO: PARCEL 08000-00-00-00900 HISTORIC HOTELS OF ALBEMARLE LLC 701 CLUB DRIVE KESWICK, VA 22947 PARCEL 08000-00-00-008ZO KESWICK CLUB LLC 701 CLUB DRIVE KESWICK, VA 22947 EXISTING ZONING: RA SP2008-00042 KESWICK HALL/CLUB MAGISTERIAL DISTRICT: RIVANNA EXISTING AREA: PARCEL 08000-00-00-00900 = 6.92 AC. PARCEL 08000-00-00-008ZO = 161.66 AC. EXISTING IMPERVIOUS AREA: 2.74 AC (MAXIMUM) PROPOSED IMPERVIOUS AREA: 0.18 AC LIMITS OF DISTURBANCE: 3.13 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. Al BUILDING SQUARE FOOTAGE: 1,841 SF (2,185 SF UTILITY YARD) PARKING REQUIRED: 1 SPACE PER EMPLOYEE ON LARGEST SHIFT (INDUSTRIAL USE). PARKING PROVIDED: NO ADDITIONAL SPACES REQUIRED FOR CENTRAL ENERGY PLAN EXPANSION. NO ADDITIONAL EMYPLOYEES PROVIDED. LOADING SPACES PROVIDED: EXISTING LOADING SPACES PROVIDED ON THE SOUTHERN SIDE OF KESWICK HALL. WETLAND IMPACTS: NONE UTILITIES: PRIVATE DRAINAGE DISTRICT: CARROLL CREEK - RIVANNA RIVER THERE ARE CRITICAL SLOPES LOCATED ON THE NORTHERN SIDE OF THE PROPERTY, DIRECTLY BEHIND THE KESWICK GOLF CLUB ON THE EASTERN SIDE OF THE PROPERTY & IN FRONT OF KESWICK HALL ON THE SOUTHERN END OF THE PROPERTY. THERE ARE NO CONSTRUCTION ACTIVITIES PROPOSED WITHIN THE 100-YR FLOODPLAIN. CRITICAL SLOPES IMPACT WAIVER SDP201800016 KESWICK HALL ADDITIONS AND SITE IMPROVEMENTS - MAJOR AMENDMENT & SDP201800017 KESWICK HALL ENERGY PLANT - MAJOR AMENDMENT SPECIAL EXCEPTION CONDITION 1. THE AREA OF LAND DISTURBANCE ON CRITICAL SLOPES SHALL NOT EXCEED 30,031 SQUARE FEET AS SHOWN ON SHEET 1 OF THE PLAN ENTITLED "KESWICK HALL ADDITIONS AND SITE IMPROVEMENTS CRITICAL SLOPES WAIVER EXHIBIT" PREPARED BY TIMMONS GROUP AND DATED JUNE 25, 2018 MAJOR SITE PLAN AMENDMENT SDP-2018-017 COUNTY OF ALBEMARLE, VIRGINIA 3/26/2018 8ti5 b85 SITE LOCATION J Keswick Hall FOX HILL ROYAL ACRES wfGHTS MAGRUDER Ea4 Keswick _ �aa Q FITZWOOD Q r-~r VICINITY MAP 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 OF�& a� m x kip, rt COUNTY OF ALRFMARL E Department of Community Development 401 McIntire Road. North Wing Charlottesville, Virginia 22902-4596 Phone (434) 296-5832 Fax (434) 972-4126 uts ssx 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 of the attached resolution and conditions. Please be advised that although the Albemarle County Board of Supervisors took action on the project noted above, no uses on the property as approved above may lawfully begin until all applicable approvals have been received and conditions have been met. This includes: ■ compliance with conditions of the SPECIAL USE PERMIT; • approval of and compliance with a SITE PLAN or a SITE PLAN AMEND3UNT; 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. Sinccrely, Megan Nedostup, A1CP Principal Nanner Planning Division Sheet List Table Sheet Number Sheet Title C0.0 COVER C1.0 NOTES AND DETAILS �n n � nrrr n ir�ry C2.1 EXISTING CONDITIONS �n n ran nrini� r+r�.......... C2.3 DEMOLITION PLAN r� r -rMIR A IM nr M I Ar MQ nnm nrMIR Ar MI I A 11 C4.0 SITE PLAN C4.1 SITE PLAN C4.2 UTILITY PLAN C4.3 UTILITY PLAN 4 I T P O C4.5 LOW VOLTAGE DUCT BANK DIAGRAM C4.6 LOW VOLTAGE DUCT BANK DIAGRAM C5.0 GRADING AND DRAINAGE PLAN ininni nisi ni / n A FP-1 FIRE SYSTEM LAYOUT FP-2 FIRE SYSTEM SECTIONS FP-3 FIRE SYSTEM DETAILS FP-4 FIR S S E D TAIL PS-4 CEP PUMP STATION PLAN, SECTION, AND SITE LAYOUT PS-5 CEP PUMP STATION NOTES AND DETAILS TOTAL SHEETS = 34 APPROVALS DATE DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNER/ZONING ENGINEER INSPECTIONS ARE DEPARTMENT OF FIRE RESCUF, ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARMENT OF TRANSPORTATION HEALTH DF-P.A RTNIENT RESOLUTION TO APPROVE SP 2DIS-01 KESWICK IIALL AND GOLF CLUB WHEREAS, the Owner of Keswick Hall filed an application to amend a previously -approved special use permit (SP 200800042) for Tax Map Parcels 08000-00-00-008Z0, 08000-00-00-060A0, and 08000-00-00-00900 to relocate and expand the spa and fitness center, add a pool bar, expand the energy plant add a new maintenance and laundry building, relocate the existing restaurant to a stand-alone building, and add a wing to the existing inn for 38 additional rooms, as well as make site changes to the parking and circulation, and the application is identified as Special Use Permit 2018-00001 Keswick ]-Tall and Golf 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 Commission meeting, the Applicant submitted an updated Conceptual Phui 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 of the foregoing;, the staff report prepared for SP 2018-01 and all of its attachments, the information presented at the public hearing, and the factors relevant to a special use permit in Albemarle County Code § 18-33.8, the Albemarle County Board of Supervisors hereby approves SP 2018-0 1, subject to the conditions attached hereto, including Condition 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 Aye 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 Hall & Golf Club 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 Zoning Administrator. 2. The restaurant, tavern, and inn and accessory uses shall not consume water in excess of existing permitted capacity of the existing water system (76,000 gallons per day) and sewage system (60,000 gallons per day). If the central waier or sewerage system must be expanded to meet existing orfuture demand for residential users, the applicant shall seek and obtain all necessary approvals for expanding the system from the Virginia Department of Hcaitb, the Virginia Departmcmt ofEnvironmcntal Quality, and the Albemarle County Board of Supervisors. Any expansion of the central water or sewerage system to meet existing or future demand for residential uses shall be solely for the use of residential users. 3. The applicant shall seek and obtain all necessary approvals by the Virginia Department of Health and Albemarle County Fire Rescue Department for a water system improvement to support dedicated internal fire protection as described in the "Water and Wastewater Facilities Plan 2017 Update for Keswick hall & Golf Club" prepared by Timmons Group dated December 1, 2017 and revised March 19, 2018 (hereinafter the "2017 Water/Wastewater Plan") before a building permit for the proposed improvements described in Phase IA of the 2017 Water/Wastewater Plan may be issued. No certificates of occupancy for the improvements in Phase 1A shall be issued prior to the completion of the aforementioned water system improvement_ 4. The applicant shall seek and obtain all necessary approvals by the Albemarle County Board of Supervisors for a water system improvement to support expanded permitted capacity of the water distribution system as described in the 2017 Water/Wastewater Plan before any building permit for the proposed improvements described in Phase I of the aforementioned plan may be issued. No certificates of occupancy for the improvements in Phase IA shall be issued prior to the approval of the Virginia Department of health, the Virginia Department of Environmental Quality, Albemarle County Fire Rescue Department, and completion of the aforementioned water system improvement. 5. No unplatted property shall be subdivided and no approved subdivision plat shall be retarded unless the applicant demonstrates to the satisfaction of the Planning Director and County Engineer that the existing central water system permitted and approved by the Virginia Department of health, or as such permit is amended or such subsequent permit approved by the Virginia Department of Health, Division of Water Supply Engineering and the Board of Supervisors, is available and adequate to serve all of said lots, as well as all existing improvements, associated uses, and platted lots, without compromising on -site and adjacent off site well water supplies. Notbinghereia shall guarantee approval of such amendment or permit. In making this demonstration,'the application shall use test procedures approved by the Virginia Department of Health and the County Engineer. 6. Except for any restaurant and spa on the property open to the general public, Keswick Hall and .its associated facilities shall be used only by the guests of the 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. CRAJG W J. If arARSKI > Lic. No. 0402048507 `1, 12011 ci l � s-'rON" M E O O MU N N Ln O Q O > E N E W a._+ =,5;, 1--LUM3: Q u- o � 0LL Lr\ WO n3 iY W M Qd J U 00 LLJ J ('j W O X to 2 � N = U � Ln kD Q c Ln o M a.-, N m � � M �j- 00 J O U0 O (D O H 0 w > w_ 2 U Q z O U) > O z O z O a U L0 w 0 w O D O U O U p ti m Z U a W U a W U a W W W j w U_ O W Q� Q� Q� J �cococoo, w .... . rn rn M 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 ce 0 z Q z 0 I-4 I� J 0 a G ~ z 0 z W 0 0 IJJ U (� J V Q W W m zQ W J L� 1 z W U J J 2 i U H4 Vl W JOB NO. 40241 SHEET NO. C0.0 0 2! Cn U > 0 0 iCn ru O 2- M rz c 0 0 c Cn cts n 0 N 0 3 c m� �0 Q� 0 O Z 00 O C — T � M E O � o M rn a_0 D U 0 C R 0 U) Z C/) Cn g x N w N 0 T (1)O n o 0- (D U C:� O O U C6 0 0 Cn U O O E � U � O 6 U O � U c U) 0 O � U Q o C/) 2 � E L I `NON -SLIP BROOM FINISH VARIABLE WIDTH' MAX. CROSS SLOPE 2% 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 MERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 11 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. LEGEND ROADS - TRAFFIC STOP BAR ® STORM PIPE & STRUCTURE No. �C> DROP INLET & STRUCTURE NO. CURB CURB & GUTTER DRY CURB & GUTTER PROPOSED PAVEMENT PAVED DITCH JUTE MESH DITCH - CENTERLINE OF DITCH { BENCH MARK . M M M M M M. CLEARING LIMITS -4V- R-1 VDOT STANDARD STOP SIGN 200 EXISTING CONTOUR 200 PROPOSED CONTOUR + 240.5 EXISTING SPOT ELEVATION TC 240.5 PROPOSED SPOT ELEVATION 1\ PARKING COUNT SEWER \ . 1 EXISTING SANITARY SEWER WATER EXISTING WATER LINE 60 W PROPOSED WATER LINE R 60 W PROPOSED VALVE !1-+- 60 w PROPOSED TAPPING SLEEVE \ PROPOSED FIRE HYDRANT (COMPLETE) TC = TOP OF CURB BC = BACK OF CURB EP = EDGE OF PAVEMENT TW = TOP OF WALL BW = BOTTOM OF WALL TS = TOP OF STAIRS BS = BOTTOM OF STAIRS N/A = NOT APPLICABLE TO THIS PROJECT 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). Albemarle County Engineering Final Plan General Notes Page 1 of 4 ALBEMARLE COUNTY FINAL FLAN 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. 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 111. 9. All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR Part 1926). Series TF-2 ►100% elastomer construction No- Will not rust or corrode ►Will not warp or freeze open or shut ► Custom-built to customer specifications ► Low cracking pressure, low headloss ► Eliminates backflow Materials of Construction Neoprene, Hypalon®, Buna-N, EPDM, Viton®. Mounting Bands 304 or 316 Stainless steel. The Tideflex® Check Valve is a revolutionary design for backflow prevention. It offers low cracking pressure to eliminate standing water and very low headloss that is not affected by rust, corrosion or lack of lubrication. Tideflex® Check Valves are cost-effective because they requireno maintenance or repairs and have a long operational life span. Tideflex® operate using he pressure and backpressure to open and close so no outside energy source is required. Tideflex® valves are excellent replacements for ineffective metal flapgate valves because they will not warp or freeze and are virtually maintenance fie e . The inside diameter of the TF-2's cuff is con- structed to exactly match the outside diame- ter of the pipe. The valve is slid onto the pipe and held in Place with steel or stainless steel band clamps, eliminating flanging costs. Tideflex® TF-2 valves are constructed with a curved bill as standard. r T A� I r+I 01ine O-C 1/2 3 1 1/2 1/2 3✓4 3 2 1 1 4 2 1 1 1/2 7 4 1 2 6 4 1 2 1/2 8 5 1 3 9 6 1 V2 4 12 7 1 1/2 5 16 9 2 6 16 11 2 8 17 13 2 10 23 17 3 12 27 21 4 14 26 22 4 16 28 27 5 18 30 27 6 20 34 33 8 1/2 22 38 33 8 24 42 39 8 26 42 42 39 39 8 8 28 30 45 50 9 32 46 53 10 36 50 61 10 38 50 61 10 40 50 61 10 42 55 71 10 44 55 71 10 48 60 78 12 50 60 78 12 54 72 97 12 58 72 97 12 60 75 97 15 68 75 97 15 72 95 115 17 84 92 111 18 90 102 119 17 92 102 119 17 96 1 102 1 119 1 17 TIDEFLEX TF-2 CHECK VALVE DETAIL NYLOPLAST DRAIN BASIN WITH DOME GRATE (1, 2) INTEGRATED DUCTILE IRON GRATE TO MATCH BASIN O.D. s 00 MINIMUM PIPE BURIAL DEPTH PER PIPE MANUFACTURER (3) VARIABLE INVERT HEIGHTS RECOMMENDATION AVAILABLE (ACCORDING TO (MIN. MANUFACTURING PLANS/TAKE OFF) REQ. SAME AS MIN. SUMP) (4) VARIOUS TYPES OF INLET & OUTLET ADAPTERS AVAILABLE: 4" - 30" FOR CORRUGATED HDPE (ADS N-12/HANCOR DUAL WALL, ADS/RANCOR SINGLE WALL), N-12 HP, PVC SEWER (EX: SDR 35), PVC DWV (EX: SCH 40), PVC C900/C905, CORRUGATED & RIBBED PVC WATERTIGHT JOINT (CORRUGATED HDPE SHOWN) TOP 2' OF STRUCTURE SHALL BE PAINTED BLACK (5) ADAPTER ANGLES VARIABLE 0" - 360" ACCORDING TO PLANS (3) VARIABLE SUMP DEPTH ACCORDING TO PLANS (6" MIN. ON 8" - 24", 10" MIN. ON 30" 4" MIN ON 8" - 24" BASED ON MANUFACTURING REQ.) 6" MIN ON 30" THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS 1 8"- 30" OR CLASS II MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. 1- 8"- 30" DOME GRATES SHALL BE DUCTILE IRON PERASTMA536 GRADE 70-50-05. 2 - 8" & 10" DOME GRATES FIT ONTO THE DRAIN BASINS WITH THE USE OF A PVC BODY TOP. SEE DRAWING NO.7001-110-045. 3 - DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY EBC MATERIAL 3130 VERONA AVE DETAILS. RISERS ARE NEEDED FOR BASINS OVER 84" DUE TO SHIPPING NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT BUFORD, GA 30518 RESTRICTIONS. SEE DRAWING NO.7001-110-065. 4 - DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO OR POSSESSION OF THIS PRINT DOES NOT CONFER, TRANSFER, OR LICENSE THE USE OF THE DESIGN OR DATE 03-25.10 NY16 last PHN (770) 932-2443 FAX(770) 932.2490 ASTM D3212 FOR CORRUGATED HDPE (ADS N-12IHANCOR DUAL WALL), TECHNICAL INFORMATION SHOWN HEREIN REVISED BY CCA PROJECT NO.INAME www.nyloplast-us.com N-12 HP, & PVC SEWER (4"-24"). REPRODUCTION OF THIS PRINT OR ANY INFORMATION TITLE 5 - ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0" TO360". TODETERMINE CONTAINED HEREIN, OR MANUFACTURE OFANY DATE 09-05-13 DRAIN BASIN WITH DOME GRATE MINIMUM ANGLE BETWEEN ADAPTERS SEE DRAWING NO.7001-110-012. ARTICLE HEREFROM, FORTHE DISCLOSURE TO OTHERS QUICK SPEC INSTALLATION DETAIL 6 - 8" - 30" DOME GRATES HAVE NO LOAD RATING. IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN DODAIic01-1 MDAWA MVi not ACT �_..._..... DWG SIZE A SCALE 1:40 SHEET 1 OF 1 DWG NO. 7001.110-397 REV C 12" MIN 1.5"DIA GALV. (TYP.) RAIL (TYP.)-- 2'-10" EXP. (TYP.) 2'-10" JOINT 12" MIN FINISHED (TYP.) GRADE 12" 0/1 (TYP.) 1/8" WASH ° o o o 1/2" R �- (MAX.) 1'-4" 5" FINISHED $ GRADE EXP. a ° CONCRETE JOINT o as #3 REBAR (12" O.C.) WASH 5" # 57 STONE 4 4 0 0 0 8'T 91, ° 1'-0" (2) #5 REBARS, BOTTOM CONTINUOUS, 3„ LAP 2'-2" AT SPLICES NOTES: 3„ 1. FINE BROOM FINISH ALL STAIRS. 1'-4" COMPACTED SUBGRADE 2. RAIL ON BOTH SIDES OF STEPS (IF NOTED) 3. SEE PLAN FOR RISER HEIGHT EXTERIOR STAIRS & HANDRAIL No Scale PLAN SECTION ' TIY3 DETAIL IS INTENDED FOR GENERAL USE AND REFERENCE ONLY. M0113 NOT SITE SPECIFIC. • \�\\\\\V� 4" 3,000 PSI AIR -ENTRAINED CONCRETE COMPACTED SUBGRADE 4" TYPE 21 B STONE COVER DENOTES CONCRETE SIDEWALK PAVEMENT ON PLANS NOTE: SIDEWALKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH VDOT STANDARDS. CONCRETE SIDEWALK PAVEMENT SECTION No Scale TYPE 21-B AGGREGATE BASE COURSE COMPACTED SUBGRADE DENOTES GRAVEL SECTION ON PLANS GRAVEL SECTION No Scale 2.5" BITUMINOUS CONCRETE SURFACE COURSE - SM-9.5A 6" TYPE 21 B AGGREGATE BASE COURSE o /\\\ COMPACTED SUBGRADE DENOTES LIGHT DUTY ASPHALT PAVEMENT ON PLANS LIGHT DUTY ASPHALT PAVEMENT SECTION No Scale EXISTING PAVEMENTI PROPOSED PAVEMENT 2 > D- SAWCUT THROUGH a- 0 EX. SURFACE Lu COURSE X w & REMOVE Lu PAVEMENT 2" + EXISTING PAVEMENT MATCH EX. CROSS SLOPE UNLESS OTHERWISE SPECIFIED ON PLANS PROPOSED SURFACE (COURSE MILL EX. SURFACE COURSE SAWCUT EX. BASE COURSE EDGE OF PAVEMENT AGGR. BASE NOTE: PROPOSED PAVEMENT MUST TIE IN WITH EXISTING PAVEMENT PAVEMENT REPLACEMENT JOINT DETAIL No Scale 11 5' CURB TRANSITION DETAIL No Scale R 9PEC,:-TIOA Sr. S2• . r FIT: -6-10 OL LEP STRENDT., 233 PSI I: HPPEiPP COPOL MER R BLACK URBANOREEN PLASTIC PAVER ;FREE PRAIWNG BAND. URBANGREEN PLA51c PAYER 'ARED SUBBASE SRA OR NONWOVEN GEOTE7RlE 'ARED SUBGPA➢E TABLE 1: TYPICAL SUB -BASE (D) THICKNESS REQUIREMENTS WI GEDGRID APPLICATIONILCAP ' CBR STRENGTH OF (0) SUB -BASE THICKNESS (IN-) (SEE GEDGRID SL16GRgpE SOIL NOTE 3) (SEE NOTE 1) -S 5 TM FIRE TRUCK AND A-6 7 TAA OCCASIONAL HEAVV VEHICLE ACCESS 2-5 I'M Tx7 1-0 'CAI T%7 �6 5 Tx5 LWD VEHCLE ACCESS AND A$ 6 T7L5 SPELOYER CAR WIG Tx7 PARgNG ik 11IT0 TX? CBR. CALIFORNIA BEARING RATIO GEIREM NOTES IF CONTECH GEOGRID IS DANTTED, THEN THE TOTAL SU&EIASE LAYER Ti1ICKNESS MUST BE INCREASED BY 58%, IF SUBGRADE SOILS ARE {✓PERMEABLE AND NO GEDGRID IS USED. A NOW WOVEN GEOTEXTRE W: RECYCLED CONTENT IS RECOMMENDED AND SHOVED HAVE GOOD PERMEABILITY ANDPOROSITY(5M170 PORES PER SWARE WCN), 2. IF AN UNDERDRAIN IS REQUIRED USE TJNCH OIAME TER PERFORATED PIPE LAID AT MP MUM GRADIENT IiiW., BEDDED ON GRAVEL IN TRENCH BACKFILLED WtFH'DOT TYPE W DRAINAGE STQ14f, COVERED W" A WOVEN GEOTE TI_E FABRIC AND LEAGING TO A SUITABLE dFTFAu OR BIDTtETEN1IDN AREA. DRAINS PLACED DOWNCEHTER OR ONE EDGE OFACCE95 ROUTES UP TO $5.5 FT. VdDE. Ni7ER AREAS MAY REQLJIVE ADOMNAL DRAWS AT m5 FT,-33 FT. CENTERS. DRAINAGE DESIGN BY SPECIFIER BASED ON SPECFIC GROUND COMITIOHS ON SITE. 3. SUBBASE SHOULD BE A SANDY GRAVEL MATEFCAL FROM LOCAL SOURCES COMMONLY USED LATHE PREPARATION OF ROAD &ESE AND WALKWAYS SUBBASE GRAVEL AGGREGATE TO BE %JMCH MINUS CRUSHED ROCK VATM RD MORE THAN 3%PASSING THE N200 SWVE� NIATERIAL SHOULD BE NEARLY NEUTRAL N PH. L URBAWREEN PAVER. GEPGIUD AND GEOTEXTILESBY CONTECH ENGINEERED SOLUTOMM 500 Sm 52W N.STALLATION NOTES A. THE CONTRAGWR SHALL COMMENCE THE WORK AFTER ENTIRE SUBGRADE HAS BEEN FINE GPAOED AND COMPACTED TO SPECIFIED TOLERANCE. B. INSrALL SUBBASE COURSE MATERIAL OVER PREPARM SUBGRADE TO ELEVAMINS AND DEPTHS SHOWN ON PLAN NBTALLMATERIAL M LETS THAT DO NOT EXCEEDS NCFffS. CONPACTING EACH LIFT TO 95%MOMEK PROCTOR DENSTIY. G USE GDNIWCTORS PROVIDED TO MWWTAM PROPER SPACING AND TO NTERLOCK THE PAVERS D. PAVER PANELS TO BE INSTALLED WTH THE LARGER CLOVER OPENING FACIRIB DOWIL PAVER MATERIAL 54DULD BE COVERED IF E%PKSQD TO SUN AIID OVTS�DE ELEMENTS FOR MORE THAN W pAYS, E PAVERS CAN BE CUT USING HAND OR POWER SAW TO FIT AROUND OBSTRUCTIONS AND CONTOUR& PIECES WRICH ARE LESS THAN HALF THE ORIGINAL 510 SHOULD NOT BE USED, F. FILL PAVE•R$Vd TH THE SPECIFIED SANK, FILL MATERIAL SHALL BE 01STALLED TO THE TOP OF THE PAVER AND NQ HIGHER THAN 1,4INCH ABOVE THE TOP OF THE PAVER, ONCE THE FILL MATERIAL IS INSTALLED USE A Lri ff VIBRATM PLATE TO CONSOLIDATE THE PAVERS AHD TO5ETTLE THE ROOV2O E INFIL. G, CARRY MIT SDP PLACEMENT OR SEEDING. FERTILIZING AND WATERING PROGRAM A VERY LIGHT TOP DRES"G MAY BE APPLIED rO JUST COVER THE SEED AND TO PROVIDE ADEQUATE GERFANATION CONDITION& H, IT IS PREFERABLE TO ALLOW THE GRASS TO FULLY ESTABLISH PFaOR TO VEHICLE TRAFFIC, x O� Q CRA G W J. YarARSKT > Lie. No. 0402048507 ��70PTlAL �� M E 0 M o N N > E LUQ E ~ U LLnn Q Ln c 0 M a--, N V) � M 00 J U0 O U O H M LU LU 2 U Q z O U) > O z O a U to LU 0LLA LU 12� Z Z OOO� U Z Z U Z Z U O ti UUULIJ aaaWLL, L0 j O LLI W W ti LLI C4 Q� Q� LIT J 00000000o, LU .... . \ \ \ \ O \ dl Q DATE 3-26-2018 DRAWN BY 1. SANDERS DESIGNED BY A. ALLISON CHECKED BY C. SHIFFLETT SCALE N/A z O I -I 1 \< O z W 0 z z O 11-4 I --I O Q J W ~ Q � W \ 0 z z 0 Q o z W J I/1 � Q LU W W m p z Q z W z U- 1 U 2 U I� Vl W JOB NO. 40241 SHEET NO. C1.0 0 s= ai U s= > 0) O (B L 0 TIT 0 2- M n c c>3 `o 0 Cn n S= 0 m 0 3 c 0 =O o CD - A_ 0 C0 Z 00 O C n3 E o s= o M Tn D- 0 U 0 0 0 Z Cn Cn : Q g x ---(D w 0 O > 4:5 n� o 0- (1) U 0 o O U :5 L � (n C6 0 O .U-� U C i Qi o E -0 C U Co 0 �U O Cn o � U (6 O 0 � O � U Q o Cn2 H- L- 0 Q a c Q a v co m 0 N M 0 a W 0 a cm 3 a Z W W c 0 0 co N J U co a U 0 W c� 0 YI U .3 0 Y V N O V cn O m \ / %x\ \ o \ \ \ \ STORM GRATE \ // / \/�%� \ J�OI \ \ o TQP=441.74 \ l \ i CRITICAL \i G 0� ' / l SLOPES (TYP. INV I N=439. 06 I I , �,i , �0� 0� \ \ I o INV 041T=438.84 \ \ p \ \ \ j I 6% (POTTOM,6ILLED KDEBRIS) l I l l l�G�\ \ \ O I STOR' GR,I\4TE \ l I / 1 0° \\ \ \\ O / TO =447 79 11INV N=439.\46 I I \ � o� \\ \ \ STORM GR�,TE (OTTOM FILL LSD WI/ DEBRIS) I I \ \ \ \ , \ TOP=437.27 \ \ O \ \ \ \ \ UNSPECI lED WIDTH \ \ I / \ �/ ��3 0 lNV 1N=427.00 \ o f \ \ �' a- - -A\ ()= 427.00\ \lNV IN 6"\ I \ \ \ ELECTRIC EASEMENT \ / ` i \\ O \ Z \ p I \ \ \ \ \ n &V OUT=426.90 \ \ \ DB. 1284, PG. 43b \ \ \ \ �/ 1 STORMGRATE \ \ I \ \ \ o / CONCcETE PAD \ Q� o' �� \\ TOP=438.68 l I STUCCO Vk L INVIN \ \ \ \ \ \ \ -� _-__ \\ �432.54 \ \ \ \ \ \ /Cv" -1\ \ \ \ \ \��`G \ _ _ \�\� \ INV O(1/T=432.53 1.5'W \\\ I LIMITS OF \ \ \ \ \ \ lC COBBLESTONE\\ \ I \ SURVEY \ - EDGING \ � � \ `\ \ \ CRITICAL \ \ \ \ \ \ \ �5�4/AlR � \ \ , � \ \ SLOPES (TYP.) \ \ \ \ \ ENT BOX/ O\ - - - - -HA 1 \ l l � / ' `TO �IDNG \ /� VERS \\ \ \ I \ \ \ \ \ \ ASPHALT �Q l / SZQ PA \ \ \ \ UGP-uL�NJ/ UGP- - \ \ /V/ / �� 00 \ �� \\ \ 0 \ O /� TO BUILDING SI ES i ° \ ��q6 3 �O l 2ROC I(V L / 10 HH / 447- 00 ` \ ° \ / l R&K WALL oO/ \ \ \ \ \ \ \ \ \ LT �� /UGP S/ GIQ�OI P \ Why\ ��,�\ \ / op / FDTO C DER / '\ \ \�� ,\ \\� \ COkCRETE \ \ \ \ \I \ SL �`�! �Z TO BUILDING \ G lW _9� y CK WALL 1 \ ` i -SHRUB l \ 451.8 \ \ / qAa � / \ \ �\ \ \ ' � - \ � o \ \ CONC PAVERS- \ OCK *A k BED- CONC PAVERS TO °-\TOP=45\.5± a \' - \Xlk N\ \\ \- $ \\----=_-_--- / \ \/ UILDING \ \GItVALK- /' /CV SL \\ ��ROC VVA\LL-(icA\\ 0 S/L \ \� \TOP= 1.5t _ , - \ \ _ a I � \ \ STORM \ / \ C'ccr' - 449- - - \ `\ N - \ lI \ TOP=451.88 / \ ' -off ' \ \ ' ' ' O \ INV 1N=442.75 CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA CHORD BEARING CHORD C 1 429.51 ' 193.03' 98.17' 25 °44 57" N43 °53 30"W 191.41 ' C2 241.77' 92.01' 46.57' 21 °4822" N45°5149"W 91.46' C3 235.00' 100.28' 50.91' 2402657" N22044'11 "W 99.52' C4 336.92' 102.97' 51.89' 17030'39" N19016'03"W 102.57' C5 35.00' 45.38' 26.52' 74017'36" N900721 "E 42.27' C6 736.93' 142.59' 71.52' 11005,111, N51 °48'40"E 142.37' C7 35.00' 68.61 ' 52.20' 112 ° 18'54 " S77037'07"E 58.14' C8 286.92' 54.55' 27.36' 1005337" S1600031 "E 54.47' C9 285.00' 121.61 ' 61.74' 24 02654" S22°47'09"E 120.69' C10 291.77' 111.04' 56.20' 21 °48'19" S45°5445"E 110.37' C 11 379.51 ' 218.90' 112.59' 33002'53" S40° 1731 'E 215.88' C 12 I 4516. 71 ' I 205. 08' I 102. 56' I 2 °36'05" I N45 °55'42 E I 205. 06' SCALE 1 "=20' NOR 0 20' 40' M 00 0 Z SITE LEGEND ISTORM GRATE INLTE FIRE HYDRANT 0 WELL ® WATER VAUL T 0 TRANSFOMER / ELECTRIC BOX a* LIGHT POLE GROUND LIGHT ® UTILITY VAULT OO UTILITYMANHOLE ® CLEAN OUT O BOLLARD SIGN AC HVAC UNIT © TELEPHONE PEDESTAL ❑c CABLE PEDESTAL 0 STEEP SLOPES -CRITICAL / TO INV OUT=436.40 t \ ` i ASPHALT - - �\ \\ UILDING \ \ \ I \ \ \ \ CHILLED WATER / - - 450 \ - �\ - G P PI \\ �\ \ SEND/RETURN - - - _ \ \ \ / - ' GO _ / \ \ \ \ FF (TILE)=452.42 1RR - ° , , �'o _ _ c \ \/ 1 STORY STUCCO , HH I / \ \\ \ BUILDING I ASPHALT - \\ \gym R\v�o� \\\ TO UILDING W/BASEMEN T /, CONCZSTS\ \ \\ \ `\ \\ / / I ►\ , - \ �\ - CVNCIRBLO GOB I ASPHALT / I_QT% o_ / /' \v - I i\ EOM I� � C � \ \ \ I -,�� / O TAMPED CONCRETE \ \ \ \ \ \ \ \ 1 \ r , I 5,9 - - / ( SHRUB/FLO�ER BED o / \ "I -,IRR HH cl / o IRR ` - \ \\\ \ FF(WOOD) gE \ \ HH \ \\��,�=466.09- /o l / \ � /// \ �\-moo 'i 1\\ \� \ HH J \ \\ STORM GRATE ASPHALT - ' \ BRICK ALK ' \ \ \ \,c'o \ \ \ \ \ \ ,454 / l �z�� \\�� \ TOP=451.25 S MPED \ \ \ \ \ \�� C/L INV=448.1 \ CONCRETE \ I \ \ \ \ ` / o - Z\C / \ - '�`_ SARUB/SMALL \ \ \\ \ , -JOINT PARKING \ I \ \ (CANNOT OBSERVE ✓ POOL - & ACCESS EASEMENT `� IT EA \ \ \\ \\\ \\ \ F�R� R PIPE INVERTS)) / \ \ DB. 1282, PG.430 \ �Q ° - \ \ \ \\ P� O APPROX. LOCATION \ \ I \ \ \ \ \ ` \ ` \ ` \ \ \ / / / / / \ ' / s\ \ / 'f \ 4_ I \ \ \ ( G 20' UTILITY EASEMENT s ' \ ' o HH 5 � \ \( V v DB. 1282, PG. 430 \\ �O / \ �\ \ \\ \� \ \ /C / \ / \ \ \� \ \ WV \ \ C� \ \ \ lRf� \ \ \ \ \ \ \ \ ! \ H/OTOR/C HOTELS - o - E - o /, \\ \ \ �\ \ \ ` , \ l _ - , , \ \ 1?�SI lr�� \ \ \ \ \ \ \ OFIALBERMARLE, LL C - - _ - ��.\ `\\ \ \ \ \ oac / . \ \ \ \ \ \ \ \ \ \ I \ / / R56 _ ' - - r SHRL/B/SMALL \ ` \ ` \ \ \ \� ' ) OOp ® / \ s DB. 4123 PG. 736 - \ �\ \ - O ,- \ \ / ASPI-IAL T /�, / l Tl�EQ AREA)1\ pOp o a \ \ T \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ 51 PARCEL /D: 0800-00-QO-00900 , ! ° l y \ ,\�\\\\ , _ 453. "� , ✓ , \ �,G \ \ \ I \ \ 1,9�ACRES(PER PLAT'/N DB 506 / \ / , ,� �� -455- hliR_ 6�5/ \ \- O \ COBBLESTONE ,'� \\ Q s9 \�� k CURB TYP lCC, 4 \ \ I ° ' /A5$ ' \ L' \\\ lT(QL�\' ' o\ �. p6� / , SL /' I\ �%\ \\ G� O / / / \ \ SHRUB/FL C%NER BED\ \ \ / / / - �c \\ - \\ \ \ \ \ \� \ \\ / ASPHALT / \ \ \ \ S \\ H✓� HH o i//0I \ A` \ \ \ \ \\ \ \ \ \ \ \ ll \ \ \ \ 'N ` i \\ \L) l/� �/ I\ �`\ \ 1 \\ \ \ ' /R \ \ ° `/ // / / \,//0 �� - �\ \ c \ 9 YO I \ H/ 1/CV \\I \\ \1 1 \1 \ \ \ \ \ \ \\ \\ \\ \\\ \ \\- UIL lNG l / \ I \ \ \ \ \ \ \ \ r I 1 SL , \ W // I 1 \ \ \ \ SA1N/T R Mil \ \ \ \ \ \ 1 I \ \ \ \ /r o / \ I Gc \ \\\ / �O \ \) I \ l ' l I II I \ I \\ \\ \ \ \\ lNVlN=4 6.� �(N\`\V\O) /T 432 6 �� \ I \ I 1 I I I I \ I / � - = / I / I �\ ` I \ \ , I ` \/\ \ I R TION I W �' /' J I"' /I �/ \ / \ Y / 11 / / / I I \ I I \ \ \ / ► I I I \ \ I - UGPI 7� � I- UGP- Off' p� UG �� /' / - ' ' ' I `11 ; II / POOL / ' X I I I r I I y I I I I I \ \ \ ; I I I I I I I / , ► - \ \ I 1 I / V4 7� / ABANDONED I / dl � � l � l / ' 1 1 / ,' lI // I I I I 1 I 1 \ I 1 / 1 / / � / / I ► I I I I I I / JOINT PRKING ACCESS Ef4$EMENT BOX l �ti I l / l 11 ! I I I I I 1 I I l DB. 1282, PG.430 tk lCV'lCl' / / � � /' ,� a h �/ /�' I\ � it ► I I 1 � ' // l /' I ,1 i i '� I � I I � I, `) /' i I 1 / 7RR HH , //b \ / J , - - - I I l i( \ 0' 3 TARYrSEWER l i // I i ' I /' /' , / / / \ I I I I I \ \ f/ /RR HH lRR HH / l COB STONE \ \ c� ICV / I / I I / / I _ _ / // / I I I / / i / I / ► \ 1 \ cu TYP � \ � \ ' 82SrG%30 / / /) I ' /� � / \ 11 11 ► / \ l l \ S J BOXI 464 I I , / _ _ - / \ ,� l , / , l l t I SHf>zUB/SMAL>L 1 / I 4 ro I `L \ �� O� ll/ �I ' l I T'�A■i@ / m � m m m/� I s i Em m m� `� `� m - ■ m m m m M-.M m� `iii / l r■ m rim -4m5m m m m m m m m \ / m� m/ i m m r' / o' / m mi im m �■ m� t■ m I" m'End ii m m m m m m m m m m REFERENCE LINE- SHEET C2.2 �J CRAIGW J. YarAR-,KF > Lic. No. (3402048507 M E 0 N U N � c > E LuE ~ U 4 Q�� 0 LL o w O r-o aJ U oo J - u; Lu C� Lu No Z 4 0 �X c U > Ln F_ Q c u' a)O N CL re) 0° J � F_ z 0 a U In Lu z O Lu z w OOO U Z z Lu U Z z Lu U Z ti m Z O Z3 c) U a ::) c) U a ::) O U a Lo W W I W LL Q W Lu j W Lu j W Z ti W c� ct� ct� V J 00 00 00 00 rn Lu ..... � Cp ti M 01 O 0 'o 'o M DATE 3-26-2018 DRAWN BY 1. SANDERS DESIGNED BY A. ALLISON CHECKED BY C. SHIFFLETT SCALE 1 "=20' z O \Q O z w ce 0 z Q z O I --I J O z � Q O w Q U > 0 z � z Q z O J o U Lu V � � z I--1 W w z Q '-' Lu Lu w _J z w U _J 2 U w JOB NO. 40241 SHEET NO. C2.1 ai En U c c O m 0 3 0 a�i d �0 O Ur Z 00 0� c E O c a) cacn 0-o m Zcn O m �Q g x as 0 � 0 0 n:5 .§ Q c U axi o O U i a) r6 0 cL a) 0 E U � O a � •Uca 0 O c U1.2 'v U c co Wc U O � U cgs 0-- U) (1) F_ L_ SCALE 1"=20' It 00 16 /41 REMOVE PORTION OF 15 RCP I STORM GRATE T P=441.74 \ l ' /i' Q\P 5Q' ` ` ° CRITICAL\=439.06 \ f / /'�' 0�G (00 \ \ ° SLOPES (TYP.. / / �0 I \ \ \ 00INVVAIT=438.84 / / //' \5 �'� \ \ \ p TOM #ILLED Wi( BRIS) / l (^� \ o \ \ \ \ STOR GRATE / REMOVE VEGETATION i� \\ \ O I \ \ \ \ =44479 \\ / AROUND ENERGY PLANT ' �� \\ � REMOVE \ O / \ \ \ \\ INV N=439.\46 I I \ \\\ \ STORM GR� ATE C2'4 0TTU FILL iWI/ DEBRIS) I I \ - \ \ \ TOP=43727 \ \ O \ \ \ \ \ INV IN=427.00 \ \ o \ \ \ \ \\\\\0o\ 3c�>J INV lN(6')=42700 \\ \ \ ° INVOUT=426.90\Zo \ , REMOVE— / STORM GRATE \ I \ \ / ° / REMOVE CONCH. PAD I CONCRETE PAD \ \ _ 0� i� �O9 RELOCA IR \\ � TOP =�438.68 REL61CATE GREASY TA S7uL.L u VV11-4L VENT. REFER T6- \\mINV1 \ J�GO o� MECHANICAL P1ANS. \\\ IN432.54 \\ \\ \ \ \\ \ \ \\ / I \SO �� R\' INV OqT=432.53 \ \ \ \ \ \ C \ \ \ \ Q�!Q\Q 5% REMOVE ' 0 — / �� \ \ 1.5'W \\ \\ I LIMITS OF\\ \\ \ \ \\\ \ /C \ / ` �� \ COBBLESTONE\\\ SURVEY \ \ CRITICAL \\ \\ \ \ / /� \ \ ,¢g/ REMOVE EDGING \ \ \ = _ / \ \ / �1�\/ zp/ \ \ 2.5'W AlR \ \ \ SLOPES (TYP.) \ \ \ \ \ \ \ VENT REMOVE P 1 \ \ \ \ A\ rt OF RCP �ENO�/E PO_RTION BOX `� OF'8 MN,C. DUC EXIST. STORM \ \ \ °\ _ — INLETS TO REMAIN A \ \ \ TO IDNG \ /� vep'S � ASPHA T l sz \ \ \ \ \ \ UGP— _ \ \ v j 01 p`' / / ti� �, SAWCUT UGf \ \ \ M / �O RS I �zN\ 1r \ / G \ \o' V /'G0\ \\ \ AST 0 OTO \ , ` \ �j b / RTION OF EXIST. \ \ 1 BUILDING \ —G, \ \ G SlZ PNNQES I \ 3 y REOVE` \\ \�� UTILITIES TO BE G P ° APLO�G p6? R`� / ,CROCK ALL �y \\ \ �(/ RELOCATED \ 1 I \ \ \ \ \\ lRR _ ° G—\— 00R JGP QG� / I�\ HH \ / 447 \@0L / \ \ ° N /1 ROCK WALL PHALT EXIST. BUILDING 5 TO REMAIN FDC Gl �t✓R / \ �� `�\\��\G'o \� ��\\ \ CO C ETE \\ \\ I \I 1 \ \ \ Z TO P� `L\\� 1 \\\ \ ` ` SL 0 / TO bulLDING \ I \ \ \\ \ �9 ` �4QCK WALL G ° \ / \ I � , � \ \ \ ��8 � l I � \ ! � ;SH � � l \�C�P�451.8 \ \ \ onlc Rs- \ UGP / / \ ° - OCK I*A \ �F=D- �/ \ \\ \ \ CONC PAVERS TO - � 11TOP=4 - \ /CV SL \ �, OC / v \ o \� ° \/ _ � � `\ \\T P= 1. S/L STORM INLET \ ` \ 449- - - \ \ \\/ \ I TOP=451.88 ` \ \ \ \ \ INV 1N=442.75 TO INV OUT=436.40 t AS ALT �\ \ UILDING \ \ CHILLED WATER > — -450 \ _ / \ \ \ SEND/RETURN FF (TILE)=452.42 I / 0 / IRR �G'o- _ S\ - / \ \/ \ �, 1 STORY STUCCO HH BUILDING \S ASPHALT \\ \� m `\\ TO UILDING W/BASEMENT CON �SIO Vim\ C =�' o�`,\ \ \ iNAL ' I / C' \ 1 1 m_v \ -I �o�\\\ ABANDON/REMOVE I ASPHALT I , 0 O \\ \ FIRELINE IN PHASE 2 \ \ \ \ \ \ \ I \ C/ / �- E \ \ \ \ \ \ \ \ \ \ \ ABANDON/REMOVE PORTION OF WATERLINE TAMPED CONCRETE 1452 , SHRUB/FLOWER BED I N PHASE 2 ° REMOVE PORTION OF OVIt,STA\MP\FD � 0 ) I \/ -GO \ \ \r \\ BUILDING (SEE ARCH \ \C 4 . PO0\\L / f ° `i PLANS \ \ \ \ \ \ I I \ \ \ \ \�0�- FF(WOOD) HH �_ \\ \\\ �, \=466.09 / -� \ 0 / �m \\� STORM G A ASPHALT / / \ \GL /gyp \ - BRICK ALK 454\\�� \ TOP I�1.25 c� p - m ,\ �ICINV=448.1 / i - ° _ / - -'JOINT PARKING \ — �`— UB/SMAL \ ` \\\\\ �\ % (CANNOT OBSER"' / ' & ACCESS EASEMENT- iT EA \ A* EX. \\\ \ / PIPE INVERTS) �BLbC WALL �\ (ER APPROX. LOCH ION lRR \ DB. 1282, PG.430 \ �� ° \ \ \ \ \ \ \ \ \ \ \ � \ / / r \ \ 1� \ \ \\ \\\ \ \ \ / / / / 1 �0 G 20 UTILITY EASEMEN \ \ \ \ \ / / / \ o / HH / .A5 / \ / \ \ \ V v DB. 128Z PG.430 \ REM VEGwV C�TA R EEC. N _ _ \ \ten^\ \ \ \ \ \ \ 1 ► I \BLUNK%1S CC ALL G - - - - \ \ \ \ \ \ \ \\ \ \ \ \ \ \ \ D1 \ \, P HISTORIC HOTELS / —o \ ' \\ \ \ \\ \ \ k REMO E . ' \ \ \ \ \ \ \ \ \ \ \ \ 1 o I \\ \ ` \ -� \ \ \ \ \ \ \ \ \ \ \ \ \ \ I I \ ' OF'ALBERMARLE LL�C ' - ' - / - ' \ \ o /'/ -TREE <�P \\ � , \ ' DB. 4 ��3 PG. 73� �56 - ' - ' r SH/R(.jB/SMA \ \ \ \ / / - RE E-EX. ASPI%AL T , / I TI�EEt ARE \ \ � \ 5� / ; / ( / \ �\ f\jqfZL-TE EPA h\ o \ / ` IG \ \ ` \ \ \ \ \ \ \ \ \ \ \ \ I \ \ \ \ PA6CEL ID 0800-00-00-00900 i \�\�\ - r� \ l I , / ARE VE�4�I\\ \ \ \ \ \ \ \ L _ 1,9�ACREB(PER PLA T,'IN DB 506 / ' , 455 I T�S�4yC� , yR � 1 I \ O r / , / / ° / l / l - \ �s4ss AS�O T BI Pi G ® / lRR %� \ \ \ \ 1 �\ \ 0 nI \ I , A PG. 655�COBBLESTONE I \ \ J j \ \ �55�\\�� _ - - - _ \� - ' y i P O \ \ \ , / CURB (TYP) / / I I \ 6p \ _ �\ / / �j - /C \ \ \ \ EMO �EM \ - I lR\R RQCK�S tJ ° p6 / SL / / \ �%\ G SHRUB/ L OVER BED\ \ \ ` \ \ �Q SHRUBS \ l / ASPHALT / / \ \ \ /' \ \ \ \ \ AS' \ \\ \ \ H�H / /�V o f' \\ ,, /l / r / ,/' - �G�i /l \\�I1 REMO o' \, / / /�c \\ \ \ _ / 1\\ EX. SITE LIGHTING /\O/ L REMOVE PORTION OF IRRIGATION LINE ,•gv , \ \ \H \ \ \ \ \.� \ \ \ \ \ \ \ \ \ \ \ 4 \ \ ` ` \ \ \\ \ \ II I I i \ \ \ I \ \ / // _ R\ �\ 1 IR/ ° GPpREMOVE(8)EX. \\ CV H° DING i ° SUIL\S\ NI1T \ \R\ Y\ \M \ ki SOP?=4 1.9\0 \ \ \ I \ \ \ I I I 1 \ I ° \ INV IN=44\6. �q ` G,� w�(NV\O�T-432. 6 I / NI — I/ REMOVE EX. BRIG / I - ` \� l/ j 1 1 / \ I I \ \ \ — D' —/ / / \ ( / I PAVERS ANGRAVEL ° I IGATION I / / / / / \ \ / , \ \ / \ �11) I ' I1 / / ' I I I\ ' ► \ 1 \ \ \ / \ / I ' , I ' I ' I I ' \ \ I I I I R 7� _ _UGP-� — — — UGP— —� ( / / 1 I / // — `0' 01/ \ UGP �— ' / /' / / \ / / R� I 1 O / /� / / // _ / / /H POOH / X `� \ /_ I ' '/ \ o w' --"A AB DONNED l \r / 1 1 I l 11 I I I 1 I l Ill I ► 1 I 1 d CV / I , 0 /- JOINT PAKING - J / / lC►/ c�� / ' /' '\ l l BOX l 11 v� 1 l ' 11 ACCESS EASEMENT I I 1 DB. 1,082, PG.430 ICV�ICI' l \ IR Ar - / I / — 7RR HHzT /RR HH ,- I lRR HH \ 0'YiSEa COB STONE /L+V " / / I I I I / / / I / r - II 1 -_� \CU TYP) � EA�SPMEMT 82 G30 Box/ ° 464 " ' BO \ ' ` I \ �� J , / / /\ ' / / / l L l l l l l l I I l / / ' l ' ' ;' / I l `(t ° 1 I I ` ' / �eF ' 1 I mto SHRUB/SMAL>Lco % ",� \ \ m 11 I i l FF 466.52 \/ \' _ ' / ,' REFERENCE LINE— SHEET C2.4 r• 1 (XI �J CRAIGW J. YarNRSKT > Lic. No. 0402048507 pyy��07 r T !� 0&.A . NAL M E O N N > E uj °J Lu Q L 0 LL o w o ro W M Q J U CO LLJo_ J — Lri O a', C:)C�D W N z 4 o �x � � = U � � � Q - c '-^ rn - N V � M 00 J z 0 a U to w 0 w O vUU� Z O Z O Z O O UUUww a O a L O a L k W j� O j W j W W W cocococoo, w .... . \ \ \ \ O\ O DATE 3-26-2018 DRAWN BY 1. SANDERS DESIGNED BY A. ALLISON CHECKED BY C. SHIFFLETT SCALE 1 "=20' z 0 I —I \Q 0 z w ce 0 z Q z 0 F--I J 0 Q z G z Q Ljj U' J cl� a- � � z z z 0 H� J p Lu J (� 00 v < G Lu W W m C) zQ LLI J /Q I..L z ui U J 2 U I --I Vl Lu JOB NO. 40241 SHEET NO. C2.3 0 cn U C 0 0 0 2- 0 c c� o_ 0 m 0 3 c m L 10 CRITICAL SLOPES (TYP. Ov / GABION BASKET PO �""+• FOREBAY WALL 1 56,000 GAL FIRE SUPPRESSION TANK (SEE SHEETS FP-1 THROUGH FP-5) TANK TO BE PAINTED. CONTRACTOR TO \ r� COORDINATE WITH ARCHITECT ON FINAL 1(� 1 COLOR SPECIFICATIONS •- � II PIP Lam / �11c / P�% 2/ / O / o / STORMWATER ° �gP0 / \ \ MANAGEMENT Q 5 � EASEMENT v��o\� o 0 O � O �Sl TING A\ ��GQQ�P GP R CET LU U ��PFZG�1�`� a \ \ w i :o \ o� ° ----- \ �/ \ PSot UGP— - \ PUMP STATION S NEW 2" GAS LINE AND `� (SEE SHEETS oy\ \ PROP�/DOT j l / / JGP — —� METER. REFER TO PS-4 & PS-5) „wR �P N`\ \\ DI-12B / � OGP _ _ — ARCH/MEP PLANS FOR FINAL G -vU CONNECTION LOCATION. i _ G—lop \0 — / S / ----UGP / \ / \ 2" SANITARY SEW ° \F sy \\ \ FORCE MAIN 1 GP\ REPAIR AREA FOR 0 NEW UTILITIES P� O ° GcA pp g6� �co \ \\( / \ l ) O \ UGP Al PROPOSED STAIR WITH (1) 4" RISER. SEE I � REPAIR \ - \ COBBLESTONE \ '� `L `\ \ \ \ \I PATH IN -KIND II O� \ \\ ° O ELECTRIC CONDUIT I\ E CAPPED FOR FUTURE CONNECTION \ CONC. DUCT BANK (SEE SHEETS C4.4, C4.5 o \ ° & C4.6 FOR DETAILS) / \ \ REPAIR AREA FOR NEW UTILITIES \ \ \ \\`\ FOR DEMO ONLY ° \ JOINT PARKING \ & ACCESS EASEMENT DB. 1282, PG.430 \ ° \\ `\ \\ APPROX. LOCATION 20' UTILITY EASEMENT ° ° s \ / \ \ \ DB. 1282, PG.430 9� y ® \ \ 4— \\ HISTORIC HOTELS ° ° OFALBERMARLE, LLC DB. 4123, PG. 736 ` \\ T PARCEL ID: 0800-00-00-00900 19 ACRES(PER PLA T IN DB 506 \0 PG. 655) \ O mo ° o \ \\ REPAIR BRICK \ \\ \ PATH IN -KIND O \ G `\\\ // O \ o ° Co ° REPAIR AREA O \ ;k / / X1 a CONC. DUCT BANk UGP— — — — UGP— — \ \ NEW UTILITIES ' I I / j 11 JC (SEE SHEETS C4.� & C4.6 FOR DETAIL UGP O JOINT PARKING & ACCESS EASEMENT DB. 1282, PG.430 ' / ° 1 / REPAIR AREA FOR co \ \ / NEW UTILITIES STA 10+07.00 PS A STA 10+43.60 TOP 445.30 TOP 442.80 INV IN 437.00 (CEP -PS) INV IN 440.00 (2" FM) INV OUT 440.00 (2" FM) INV OUT 439.27 (EX. 6" DI) 45.1; 45.5 CONTRACTOR SHALL CONFIRM FINAL INVERT ELEVATION WITH MEP PLANS PRIOR TO INSTALLATION INV. = 438.50 - 450 450 CENTRAL ENERGY PLANT 445 445 2" HDPE CEP -PS \ IPS DR-13.5 7.00' OF 6" PVC @ 7.14% 440 440 435 435 EXIST. HVAC LINES EXIST. 1" 8" CHWS & GAS LINE CHWR LINES 430 430 9+51+00 CEP PUMP STATION HORIZ SCALE: 1 "=50' VERT SCALE: 1"=5 l/ \ / c / \ 0' S ITARY SEWER l \ EASEMENT / \ DB. 1282, PG.430 / ZL PAVEMENTLEGEND REPAIR AREA FOR NEW UTILITIES CONCRETE SIDEWALK HEAVY DUTY CONCRETE GRAVEL REINFORCED TURF oP SCALE 1 "=20' 0 20' 40' co 00 0 Q z REFERENCE LINE- SHEET C4.1 'J CRAIGW J. YarNRSKF > Lic. No. 0402048507 � .. NAL_',iA ME 0 (71 N O N = C > E w E Lu ~ U QN 0 L o w O J U o Lu Lr; J — N rn C7W Now =3 O O V) w H ur) � N 2 U > Ln ( ~ n c rn W N cl O H w O O O U u u ti Z Z Z O 000k� uuuu,w V1 O ce- a a a Wcr, LL LQ WWWW c� ct� Ct� V) J 0 w w co 00 00 00 0) W Q H �tiMO�10 O �o�ornrnM DATE O >_ 3-26-2018 DRAWN BY 1. SANDERS • DESIGNED BY • A. ALLISON • CHECKED BY • C. SHIFFLETT • SCALE • 1 "=20' • z 0 F--I I— 0 z w ce 0 z Q z 0 I --I _J 0 Q W 0 � �z � � Q z J Q z � J o w U LU Q� Vl W Lu m z w _J I- z w U _J U Cn — w JOB NO. 40241 SHEET NO. C4.0 G � J REPAIR AREA FOR NEW UTILITIES —� \ \ �E0/ \ \ J \ JOINT PARKING \ \ \ ACCESS EASEMENT \ l0 \ \ DB. 1282, PG.430 Fu- REFERENCE LINE- SHEET C4.0 / co / \ 0' S I TARY SEWER l EASEMENT / 1 DB. 1282, PG.430 Lic. No. 0402048507 .a . NAL _ Erl OEM / / LOCATIONS OF ALL SIX (6) / I / A WATER LINES HAVE BEEN / / \ SHOWN FOR GRAPHIC / PURPOSES ONLY. REFER TO / / \ ARCH./MEP PLANS FOR FINAL / CONNECTION DEPTH & / LOCATION INTO EXIST. LOWER / / I / LEVEL PUMP ROOM. co 1 UGP UGP CO / ' ' I Y cA —� EO1 urL \ � CRITICAL 00 co SLOPES (TYP.) — Y UTL— CONC. DUCT BANK (SEE SHEETS C4.4, C4.5 \ G & C4.6 FOR DETAILS) G G00 CO \ REPAIR AREA FOR Gc \\NEW UTILITIES \ i I / NEW EASEMENT \ BOU)40ARY / \ \� 0 _ CONCRETE PAD VOODEN STATU \ GQ� co \ 1 I / TO\ \ \ I 7 BUILDING \ \ \\ \ \ ��`� �� s I \ G X / \ 8' 2' PAVERS c' ' p \ \ B \ G / / \ 25' SETBAC P O WOOD GAZEB \ 4' WOOD \ FENCE WOOD FENCE \ \ \ \ \�'o \ Q,, \ \ PAVEMENT LEGEND REPAIR AREA FOR NEW UTILITIES CONCRETE SIDEWALK HEAVY DUTY CONCRETE GRAVEL REINFORCED TURF T C4.0 / / .1 SCALE 1 "=20' 00 0 Q 0 20' 40' Z M E O N O N � c > E w Lu Q LL. 4- 0 LL o w O ro a J U J —Lri C7W Now O �x � oJC � u_ c U > 1,0 Q c u' a)O N M 00 J �.D F- vi 0 0 M M w w_ U Q z O ZD 0 z O a a U V) w z z z z O p w O O O U u u ti Z Z Z O Z3 ::) ::) LI) I- C) C) C) I.- (A U U U W W Q. a a W LL �O j j Z W W W ti W c� ct� ct� L0 J 00 00 00 00 rn w . . . . . \ \ \ \ � Cp\ ti M 01 O Q *�N^itiN DATE 3-26-2018 DRAWN BY 1. SANDERS DESIGNED BY A. ALLISON CHECKED BY C. SHIFFLETT SCALE 1 "=20' z 0 Q 0 z w ce 0 z Q z 0 0Q W �z � � Q z J Q z M J 0 W U LU rn� QC V1 V Q W Lu m z Lu Q/ I..L z w U J Q U W JOB NO. 40241 SHEET NO. C4.1 0 ai En U C 0 cu ° O n a c ca 0 a) 0 rn rn co rz c O O a�i d �0 0 o� z 00 02 C6 0 -0 0 c a) ca cn 0-o zcn 0 m 2 Q g x �v o:5 0 0 n o cm c o :� U N O O U :I,: - a) r6 c c L a) 0 E U � aO � U 0 � .o � U ca ccn cn c O � U crs U)a) OJ O OPO'� CRITICAL SLOPES (TYP. ��P� IG 25 2� / o / / o / / 0G S�jP x o / / 0 0 / I o / o \ °o 0 0 o 3"x6" REDUCER O 0 (2) 6" DI 45° BENDS o 0 (2) 8" DI 45° BENDS ° 6" DI 45° BEND CRITICAL SLOPES (TYP.) 8" DI 41 8" DI 45° BEND 6" DI 45° BEND / SL ° \ APPROX. LOCATION OF 0 \ 5'X5' ELEC. MANHOLE BOX P / \ (2) 6" PERT HDPE // \ \\ 6 EXIST. WATERLINES FROM / MOLDED LONG ENERGY PLANT TO GOLF / GcA (2) 6" PERT HDPE SL U 5 \� RADIUS 90° BENDS / / 0 0 MOLDED LONG RADIUS �* CLUB ( CHWR, (2) OGP / 45° BENDS "� - \ \\ HWS & (22)) HWR) (2) 8" HDPE MOLDED \ \ (2) 6" PERT HDPE LONG RADIUS 45° BENDS INV 1N=442.75 \� MOLDED LONG (2) 8" DI 45° BENDS — \ \ -'— \ INV OUT=436.40 RADIUS 45 BENDS APPROX. LOCATION \ \\ 6" DI 90° BEND 3-6" CONDUITS \�\ / 1 � RADIUS 45BENDS LONG � ° \\ \ \ \ \ c 4" TEE W/2" THREADED 0 \IRR 6" DI 11.25° BEND \ �o "CjIV' \ PLUGS. CONNECT TO 1 HH 8" DI 11.25° BEND EXIST. CEP/CLUBHOUSE �22.5° BEND COPPER WATERLINES. � ONC STEPS (SEE NOTE #2 THIS SHEET) \z �� \ CON( WALL II 00 ASPHALT II° 6" DI 11.25° BEND \` 8" DI 11.25° BEND 6'�� I \ CONC. DUCT BANK \ (SEE SHEETS C4.4, C4.5 I ° ° & C4.6 FOR DETAILS) „ „ L _� 6x4 TEE \ \ z 8"x4" TEE 7 45° BEND TO \\\ TIE TO EXIST. \1`fP� TAMPED CONCRETE FIRE LINE �\ 4" DI FIRE WATER SERVICE FOR EXIST. ENERGY PLANT. 6" DI FIRE WATER SERVICE FROM \ CEP TO GOLF CLUB. REFER TO ARCH/MEP PLANS FOR FINAL \R(3) 6" DI 11.25 BENDS CONNECTION LOCATION & INVERTS. STORM GRA I X\\�TE \ ASPHALT BRICK ALK \ \\� - 0� \ 1 GATE VALVE 0 J 0 Z\ JOINT PARKING \ GATE VALVE \ \ \�\ \\ `\ (CAS 4" PVC DOMESTIC WATER h , & ACCESS EASEMENT T \\ P E \ DB. 9282, PG.430 \ (2) 8" DI 11.25° BENDS \ \\ \ P(ER q R( SERVICE TO BE CAPPED FOR l \ `L \\ (G I�G 0' UTl FUTURE CONNECTION 1 s 0 0 HHH \V \ \8vl�o Dr 4" PRE -INSULATED HDPE 0 /C / \ 8"x6" DI TEE \ \ ��wwv \CHILLED WATER SUPPLY AND RETURN IRR \ CAPPED FOR FUTURE CONNECTION HH HISTORIC HOTELS 6" DI 11.250 BEND \ \ 3'ULA UP R H PE \ ® IRR HH 0 0 (� \ HOT WATER SUPPLY AND RETURN \ OFALBERMARLE, LLC 8" DI 11.250 BE / \ DB. 4123 PG. 736 6"x4" DI TEE 1/ UB/SMALL- \ ASPI%ALT \ AREA PARCEL ID: 0800-00-00-00900 "x 19 ACRES(PER PLAT /N DB 506 ° / HID T' PERK PG. 655)COBBLESTONE CURB (TYP) % — /'� �o Go 8"x6" DI TEE \ ° (2) 8" DI 11.25° BEND 0 \ SL \ \ ASPHALT \ \ 1 0 \ 6"x3" DI TEE \ 0 8"x6" DI TEE \ 6" PRE -INS LATED HDP \ HOT WATER SUPP AND RETUR o 0 ° 8" PRE -INSULATED HDPE C ILLED WATER S PPLY AND RETURN 0 SL \ 0 0 0 I RIGATION _/ — \ _ � UGP� UGP— — UGP i a ♦� 3" CHILLED WATER SUPPLY AND RETURN CONNECTION INV. = 438.50 r (2) 45° BENDS .,///) � ��ag i� , .00-MNIII1-�0 • \ \\ \\ \\\ -A (6 P l \ l \\\ TILLED AND HOT WATER LINE RELOCATION DIAGRAM � I mo GSA w\ --ABA ° / JOINT PARKING \ & ACCESS EASEMENT \ \ I DB. 9282, PG.430 \ I J B �� \COB STONE \ GcA /CV ZI IRR HH I CU TYP) \ r -- — I ° co BOX \ SHRUB/SMALL �lEjiEj7M M\III=MM f �� mmmri� CAPPED FOR FUTURE CONNECTION \ \ o'c pN \ 6" DI FIRE WATER SERVICE IGP� \ FROM CEP TO BE CAPPED IRR \ \\ CONNECTION , \ \ GATE VALVE IRR \ (2) 8"x4" HDPE TEES 1 \ (2) 6" DI 11.25° BEND / IRR s HH 9ti T(c \/ \ IRR IRR DUCE14\ 2" PVC DOMESTIC WATER SERVICE TO \ \ \ \ \ \ \GP HH HH \ \ BE CAPPED FOR FUTURE POOL PUMP /CV\��\ ROOM CONNECTION a - 6" DI FIRE WATER SERVICE FROM CEP \ \ \ /CV 6" DI 11.250 BEND TO BE CAPPED FOR FUTURE POOL 8" DI 11.25° BEND PUMP ROOM CONNECTION \ H \ IRR ® TO HH lCV \ \ \ \ \ IRR HfY \ UILDING / \ tp \ � l CONC. DUCT BANK \\ (SEE SHEETS C4.4, C4.5 / \ & C4.6 FOR DETAILS) 1 / x ICV�lC /l/ l l / l col IRR HH �/ IRR HH / / / / I \\ 0' S lTRYSEWER EASEMENT DB. 9282, PG.430 / J \ / I T / / / ao (D I I C4.3 SCALE 1 "=20' 1 0 20' 40' 0 NOTE: 1. LOCATION OF UTILITY CONNECTIONS AT EACH BUILDING SHALL BE VERIFIED WITH 2. CONTRACTOR TO CONFIRM EXIST. 2" COPPER LINE TIES TO DOMESTIC WATER CONNECTION FOR THE GOLF CLUB AND EXIST. ENERGY PLANT BUILDING. oP �J CRAIGW J. YarARSKT > Lic. No. 0402048507 M E O M O N N > E W °J < LL. o LL L W O ro Q� W M Qo- J U C° W — � on, O 01 U` W O N z O �x L 2 N = U > � Q - c Ln - N V� � M 00 J O � z O a U U> W 0 w 0 0 0 U U U ti zzz�o 0001� UUUww a a a W � jo cz j j j Z W W W W Q� Q� Q� V) J W 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 ce 0 z Q z O F--I J O a G ~ Lu ~ (z � 0 Q > J Z z Q J O J -i F-� V Q W Lu m zQ Lu L.L z w U J Q 2 U I --I Vl W JOB NO. 40241 SHEET NO. C4.2 c L)O o �O E z co f 2i 0 c T � E o � 0 o a_ 0 O � zcn cn �Q g x �(D �(D o T � O n� 0 Q cn 5 U cn O O U C6 0 o 0 0 E � U � O s �� Z6-0 �U O � o U �5 �cn cn 0 � U Q0 c� L_ REFERENCE LINE- SHEET C4.3 0 Q a a T 4 a 0 co m 0 N 0 0 2 0 0) 3 a z Q O Q J J_ H N v U 0 0 J U a d c� 0 YI U .3 Y N O V cm 0 m REFERENCE LINE- SHEET C4.2 / _ -h�'R HH lC1'/ //b / G � lRR HH ' �J / - - / l �%' - 0' S ITARYiSEWEFZ / ' I/ I 1 / I I ' /' /' '/ / /' / / / �, ► , I \ -\ \ 1 I 1 I , / lCV / / I lRR HH , / / / I I - _ �l'l l \\ / /' / EAS� ENT / �l / / ' , ' 1 >�f I \ - % I I / l - - l\ \ 1 82, PG 430 , / , , // /, , \ \ I I I I I ' ► t ,' / / / / / t / I I ) \ I I 1 I I �•. d �7/ BOX/ �� 0402048507 �B I rt � Fp REPAIR AREA FOR \ � \I NEW UTILITIES ) ro m ql / \ '�U / , ' , 1 / l / l , / / / I , \BOX \ / 6"x4" DI TEE i / / / � \ _ 8"X8" DI TEE 8"x6" REDUCER \ \ \ \ (2) 8"X8" HDPE TEES / ICV4 I \ \ GATE VALVE \ (2) 6"X6" HDPE TEES BQX \ \ \ , \ i , V / / \ / /l / / / l , / // //,'/ / / / , / l / , / / / l , , / I I1 1Q \ O / 6 / I l I l l l / E \ a " / � DOMESTIC WATER `� Q /_ _ l / l / as / ' , I r / / / / / l l l / / rn o \ , 1 IE - c> ' �� SERVICE Q % n� / , / , c B• ,Q \ T/Q / B 6„ h O / 1 / I b / / / / / l / / l / I l / Q o > E \ \ \\ O s 6„ DI FIRE WATER / /) / 2 6" CAPS' I UTL / I f / I / I I, / I I 1 / 1 // l l r N E () s SERVICE FROM CEP / I l \ / \ l / / w - \ (2) 8" CAPS -N mJd] 1 l I I , l / , �u \ L_ 430 w lRR , 1 X 1 CONC. COLUMN I // / I I // / 1, / r I I l l I l / /// l l F_ N�� ❑s r \ OL N s , / / I / I c l / / // I / I I 1 / l / I 1 1 1 I l l' Q w o� w O �O \ \ P O GATE VALVE / / I / l I I l I / 1 1 w- 1 8" PRE -INSULATED HDPE / I l / ' / ' / I � 1 I 1 / 1 / I/' ' I I I I / 1 / / / / / � / o L � \ / \ CHILLED WATER SUPPLY AND RETUR / 1 / I IRR HH I l I ' 1 I ' ' l ' ' ' ' ' ' °C W I/ O / / I 1 I / /, \ / 1 / / / / I I / 1 I Q<w Uco BRICt FAVER \ E� I TO EXISTING HOTEL // �t� / r IRR,�IH I/ �y / j I I I 1'I /11' I I /1 I I\ // /' 1 ► / I I I I I Lu Lu M o \ \ \ 1 \ = C I \ LIT�6" PRE -INSULATED PERT HDPE / Q' I I l I I IIII I I I I ' \ I , I I I I I I � u�.i / HOT WATER SUPPLY AND RETURN I / / 1 \ \ \ I I I I .- z 11.25° + 22.5° BEND \ ' FOUNTAIN \ \ \ ' ' I ( 1 I I I z � M HOT I r _ ®� ( TO EXISTING HOTEL I / // \ \ \I \ \ ' I I I\ \\ \ \ , I\ I I 1\ 1 ` < OJC w 0 \ \ \ I o WATER ,�, l \ WATER I LOCATIONS OF ALL SIX 6 I / n \ / / I - 1 "' 'CC) I ` - \ \ \\ `\ \ o a c � a SE D/RETURN /1 `L I A SEND/ WATER LINES HAVE BEEN I /, \\/ / I I \\ '\ `r \\ \\ ` \ \ \ \ U > U Ln ETURN m SHOWN FOR GRAPHIC I / 1 / \ / I I I 1111 II \ \ \ \ \ \ Q _ \ I \ c � W -461 _ \ \ \ \ / �I I / PURPOSES ONLY. REFER TO I \ ' ' I \ \ \ \ \ \ \ 0 N O ARCH./MEP PLANS FOR FINAL / I / / / / // ' I'� \ \ \ \ \ \ \ \ ` \ / I / IRRIGATION CONNECTION DEPTH & 1 / I I \\ \\ \ ` _ \ \ \ Z ASPHALT \ LOCATION INTO EXIST. LOWER / 1 / I I I I I' \\ \ \ - _ \\ \ \ \\ o w O z z z O \ \ \ / l I 1 I - \ \ ao w LEVEL PUMP ROOM. , / \\ Q ' 1 , I \ \ \ I \ — \ \ ` \ \ \ \ o '-' Z Z Z I j O O O \ '-460 s 11.25°+45°BEND I \ I , \ I \\111 \ ------\ \ --\ \ \ \ \ \ u u u Z C7U U U LLJ \ s cR I TO BUILDING W� // ' � ) I i It � \ / 1 \ \ \ � \ \ \ \ \ \ \ \ \ \ \ \\Lu \ \ I \ I I \ A 1 1 \ / \ \ \ \ \ \ \ \ \ \ \ O W W W W LL \ \ \ \ \ 1 l X BOX l 1 X'1 CONC. 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SANDERS —�/--� UTL GG'o ' I ' I /\ JG \ r l l 1 /l / 1 1 1 1' I I I I I ' I' s� CRITICAL DESIGNED BY r' _/ B \' l/ 1X'1G� C.CO I I 1 • l /Cyf , f �/ / I I I / IRR HH / / / / _ _ / , / \ I I I I / / \ / ' / I 1 I I I I I I ' I I I I I A. ALLISON / \ UTL CONC. DUCT BANK �,/ I\ I I I \/ ' \ /, /// / I , / I I • (SEE SHEETS C4.4, \4,(5I / lRIZH'H lRR l,/-H & C4.6 FOR DETAIL) \ III \ I I / ' ' • CHECKED BY C. SHIFFLETT \\ O\ �/co I I l l , , I I / l l \ • SCALE 11.250 BEND ' - \ \ �,� / ` / j / /, / ' / // / / _ - ' / 1 \ \ \ 1 / \ \ ' I / / / I ' / / I ' / I \ , /''/ \ \\ I Jl // / S14iNITARYMH// // // \I,r / \\\ ,///I1I'/ / ,/ / l / I I' / I \ / I • 1„=20' 6 DIP / / � � / 11.25° + 45° BEND\ -\ \ 3.5' MIN COVER _ _ _ ` \ \ , A I I , TOP=4510.8937f98 ( \�`/I� l l //UNA 4ETOREMOVELID / / I I I I I ,' \ /' / /' / / /' / ,' / / ,I I / ,' /' • Z - \ \ TO1'-447.88 \\ \ — - _ / \ ��=- \ / ,I % I / I , l / ' / / / IIII / \ / / / / ' / / / \ 1 / / / / • O I JGOUT=444.68 1 \ \ \\ \ _ T \ C� F \ \ / 9 / _ 2�' CONTRACTOR TO FIELD VERIFY - -�I(I\\\`_ \` ��\ t `, ' I /'4,1 /441'' / / j \ I \\\ I\ I I' /'/'II1,1// •' /l/J/I,) r LOCATION & SIZE DOFF WATER LINE. 6„X6"TS&V "/ /- --_, 1445\ \\;\`\_- \/I' I / �I' , '/ / ill / \\ \, \ , tI� /,///// ,// ( C/ /l _ _ I '' ' 1 \\\\ -I // / I -/ pk6 / , ,I \ / \ \\� _ REPAIR AREA FOR \\\\�/ \, / // , \ �� S7\\ ` \\ \_-_- u \ \ \NEW U IL)TIES - - � \ \ a \\\\ 1 r440.9/1 / ' ) \ I Q I 1 �� I/ // / / / 1 / / /I , I i l / 6RITICAZ INV IN=436�6 \ l \ \ _ SLOPES (TYI�.) \ .445 I �l1CV\dUT=436.11 \\\\ \, T\ / \ I I ► / / I /// / / / / / / \ IR \ - \ NEW E S�MENT \ 443AA- �� \ \G\ \ I % \ \ - / /I - ,/ I / J / I 1 \ \ \ \ 1 I I I I I I I I / / / , / \ I ` Z q2- - \ � C'/ A , \\ IR I% \ \\ \ \ �' - I // )RR HH \ / w \\ /' \ \ \ \ \ IRR l*t 442 - V � � ! ' I I j \ \ I I I I I I III , r 439' _ /CD< -- t \ �- , > \ Q \ 438� / / �G_ \`-- \ _ /\� / \ - - \ /2 1 \ \ I \ \ y, \ \ \ I , SANITARYMH / / R�0 / I I I I ► I I I / I I / o \ I / I I 1 I I I I \ \ / Z \ GUCT ® - - , _ _ _ \ \, - -43 \ \\ \ \\\\ \ \ \ / ' - - TOP=437.98 / / / I I I / / I \ / \ / I Q U \\ \ \ \ J \\\ \\ \ _ , .431' , I I III I I ► ► ► ' / / 1 I ' / 1 t,CT \ \ \ _ _, _ _ \ INVIN=425.93 / / I I 1 1 \ / NOTE: LOCATION OF UTILITY CONNECTIONS J 40 \ \ \'`�\ r , I \ I , , / / �3g , I I I I I 4 \ rh',Q/ \ INVOUT=425.69 t AT EACH BUILDING SHALL BE VERIFIED U \cro \ /o —/ \� I \ , / , , / / / I I I i 1 1 I I , \ \ , / , 1 WITH THE MECHANICAL ENGINEER. w .43�4'�� \ \� �� / \\�` \G\ ,_ I L \ _ / \ , / / / , / / / / / J I I I I I \ \ \ \ t 1 1 \ / // / // Lu o Lu N \ / / \ / / / / / / 430 — / l l \ \ \ \ \ \ \ I / l ' / \ z Q \BU/LDING \\ \\ \\\ \ \ i \\\\ ____�/- -I._ \` \ _ --\\ / , / / / l l l ' 429--' // / ' I \%\ \\\\ ( / ' / , ' / — /' \ \ \ \ \ �' Lu \per \ \ ,o \\ ' '` _ _ � \ \ \ � /' ' / / /' / / / �\- I I I \ \ \ I 1 l,' ,' / �\�� I X I NIX ----' _ __-- --- __---. �',o \ \ \ \ \ / \\\ / \� _----' , / /' / / / / / / � �/ , /� �/ / / \ I\ ��/ \ \\ II I III I I ► ___` g-_"I L-_ 1 Lu 7zz/ \ \ / \\\ 16 vo CIA \ \\\\ \G lR� / \\ Gc \\\\ I / // \ ; i \\ 5ETBAQ G / />� \ \\ N IlA L _ CIA a JOB NO. \ \ Q SHEET NO. ----__--'_----- \ \\ \\ \\ \� 0 20' 40' Z C4.3 O 0 ai En U C a� m 0 w co O a a 0 co 0 0 0 m 0 c 0 c co n c O O a�i d �O 0 ocn O Z 00 �2 02 c � -0O _ C 0 ca 0 d 0 0 � co Z 0 2 0 X H 0 0 ate-.. 0 O O Q U N O O U t6 0 0 c L W 0 E 3 O U � O �0 �- .U0 O c 0 0 � U c co cn0 U O � U c� 0-0 E H L 4E L"1 4; 4� a 3.5' CLR (MIN) 4, STA 6+37 16 65 38.16 VALVE 60 STA 6+43.31 8" DI PLUG 55 50 45 40 35 30 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+43.31 6" PRE -INSULATED PERT HDPE HOT WATER RETURN 6" PRE -INSULATED PERT HDPE HOT WATER SUPPLY 8" HDPE CHILLED WATER RETURN FAI 8" PRE -INSULATED HDPE CHILLED WATER SUPPLY FINAL BACKFILL 2'CENTER TO CENTER HDPE (TYP) - - - - - - - - - - - - - - - - - - - - COMPACTED INITIAL BACKFILL HF o \\ g MiN - - - - - - 6 MINA 4" MIN COMPACTED BEDDING 12.33' TYPICAL UTILITY TRENCH SECTION SCALE: 1 " = 10' 8" DUCTILE IRON FIRE SERVICE 30" MIN COVER FROM FINAL GRADE REFER TO DOMINION POWER 30" MIN COVER FROM DESIGN STANDARDS FOR FINAL GRADE DUCTBANK AND PRE -CAST COMMS J 6" DUCTILE IRON r DOMESTIC SERVICE 1\ /\ 2.5' CENTER TO CENTER DIP (TYP) ,� 8" MIN DUCTILE IRON PIPE BACKFILL PER DETAIL ON SHEET C1.1 MANHOLE TYPICAL BACKFILL GENERIC COMMS DUCTBANK W/ / / /// / (6) 4" SCH. 40 PVC CONDUITS SHOWN. CONC. ENCASEMENT /// SHALL BE 3,000 PSI MIN, THREE 'zz// INCH ENVELOPE OF CONC. SURROUNDING. REFER TO i " ' O 010 DOMINION POWER DESIGN STANDARDS. (TYP.) / O6 O O I a \\//\\\\/ REFER TO DOMINION POWER DESIGN STANDARDS FOR DUCTBANK AND COMMS MANHOLE TYPICAL BEDDING 30" MIN COVER FROM FINAL GRADE REFER TO DOMINION POWER DESIGN STANDARDS FOR DUCTBANK AND PRE -CAST COMMS MANHOLE TYPICAL BACKFILL GENERIC COMMS DUCTBANK W/ (4) 4" SCH / 40 PVC CONDUITS SHOWN. CONC. a ENCASEMENT SHALL BE / O I / �\ 3,000 PSI MIN, THREE INCH ENVELOPE OF CONC. SURROUNDING. REFER TO DOMINION POWER DESIGN STANDARDS. (TYP.) TYPICAL (4) SCH. 40 PVC DUCT BANK SECTION SCALE: 1" = 10' NOTE: THE FOLLOWING NOTES APPLY TO THE BEDDING AND BACKFILL OF THE REFER TO DOMINION POWER PRE -INSULATED HDPE CHILLED AND HOT WATER SUPPLY AND RETURN LINES. DESIGN STANDARDS FOR REFER TO DETAIL ON SHEET C1.1 FOR DUCTILE IRON WATERLINE BACKFILL DUCTBANK AND PRE -CAST COMMS DETAIL MANHOLE TYPICAL BACKFILL 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 N // 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 ° GENERIC COMMS 7. MINIMUM 90% OF THE BEDDING AND INITIAL BACKFILL MATERIAL SHALL PASS A / DUCTBANK W/ (2) 4" SCH. NO. 4 SIEVE 40 PVC CONDUITS 6. MINIMUM 90% OF THE BEDDING AND INITIAL BACKFILL MATERIAL SHALL BE N �\ SHOWN. CONC. RETAINED BY A NO. 200 SIEVE / / ENCASEMENT SHALL BE 7. INITIAL BACKFILL MATERIAL SHALL BE PLACED IN 6" LIFTS AND COMPACTED TO X / / �\ 3,000 PSI MIN, THREE 90% MODIFIED PROCTOR ° Q /INCH ENVELOPE OF 8. WATER MAY BE ADDED TO THE BACKFILL MATERIAL TO ACHIEVE THE OPTIMUM �\ CONC. SURROUNDING. MOISTURE CONTENT y REFER TO DOMINION 9. MECHANICAL COMPACTORS NOR WHEEL OR TRACKED VEHICLES MAY BE USED POWER DESIGN FOR COMPACTION UNTIL A MINIMUM OF 12" OF COMPACTED SOIL IS ABOVE THE STANDARDS. (TYP.) TOP OF THE INSULATION JACKET 10 THE FINAL BACKFILL MATERIAL MAY E NATIVE SOIL BUT MUST BE FREE OF ROCKS LARGER THAN 3" IN DIAMETER 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 TYPICAL (2) SCH. 40 PVC DUCT BANK SECTION SCALE: 1" = 10' REFER TO DOMINION POWER DESIGN STANDARDS FOR DUCTBANK AND COMMS MANHOLE 1 TYPICAL BEDDING Keswick Hall & Golf Club Fire Waterline Restrained Joint Calcs Calculations provided by: http://rcp.ebaa.com/ Factor of Safety: 1.5 Soil Type: ML Cove r: 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. 5 0 0 50 PROFILE SCALE r _ r k- Ci y.+ l-) CRA o W J. Yar AR-,Kl > Lie. No. 0402048507 lY7OXAL M E 0 0 M U N N O Q O > >_ W N E ~ U Np N ('j W z4-1 O �X LL- = U > Ln Q - c '-^ 0 M a.., N V � M 00 J z O z O a U U> W 0 LU OOO� UUU� zzzZ)0 000�Ul) UUUww a W »�V)I a W a W W j U_ O W Q� Q� Q� J CO CO CO CO 01 W \ \ \ \ \ I— DATE 3-26-2018 DRAWN BY 1. SANDERS DESIGNED BY A. ALLISON CHECKED BY C. SHIFFLETT SCALE AS SHOWN z O I --I \Q 0 z W z Q z O I --I J O a W z W (D H cl� LL O z � � Q J o W > J W W m D z Q W J < I..L z W U J J Q 2 U I —I Vl W JOB NO. 40241 SHEET NO. C4.4 c m� U �O 00 Q� 2z 00 '22 0 2 C T � M_ E o o a_ o U) z cn o� 2 x o 0 o T 1:5 o CL= o Q U X 0 0 :5 L O -C c3 o 0 0 E U � O .2 �U o o � U c M M c � o � U Q o L_ 0 / O / / \ 0 X 3 0\, o 0 �c` — / 0 ° CRITICAL SLOPES (TYP. O ° o o e O 0 O Al 0 / /CVO, BOX \ i UGP— UGP- 0 \� O/ / / / GGP P� _ — � � \ S / / vG G i IRR / \ � j� � G— — JGP JGe G /' \ UGP / O SL / �Z o o UGP \0 \ 0 0 Gco \ /CV SLL Cic UGP / TRAFFIC RATED PULL BOX G c O'0 0 \ � IRR \ HH T (6) 4" SCH. 40 PVC CONDUITS Q (SEE SHEET C4.4 FOR TYP. DETAIL) I �\ ( 0 \ 1 � L 0 \ o D1 / 0 0 \ \ 0 J� 0 Z \ JOINT PARKING \ \ & ACCESS EASEMENT IRR DB. 1282, PG.430 \ 0 0 HH o /C HISTORIC HOTELS 0 0 OFALBERMARLE, LLC DB. 4 123, PG. 736 PARCEL ID: 0800-00-00-00900 19 ACRES(PER PLA T IN DB 506 \ PG. 655) ° \ 0 —� ° LIMITS OF SURVEY r+oirir+n i � GP � �a\ � co D Q S / G N s9 \ \oy��`$F / / (24) 4" SCH. 40 PVC CONDUITS \ (c \ \ \ STORM INLET \ l TOP=451.88 \ INV IN=442.75 \ INV OUT=436.40 � \ G \ \�� UGP I z�r�\ \ O \\\\\ Eo m IRR HH STORM GRATE v \� TOP=451.25 \ \ CIL INV=448.1 \ \ — TH \ \ ��\�� \ (CANNOT OBSERVE \ 0 \ \\\ \ F1R ER PIPE INVERTS) \ APPROX. L OCA ION \ 20' UTILITY EASEMENT s DB. 1282, PG.430 9� y IRR HH ® IRRH\ I S4RUB/SMALL dl- N \ l Ti44'EEAREA \\\ \\ 'RR'GPT � \ IRR TRAFFIC RATED PULL BOX /CV \ \ \ IRR �s 01\ \ � � \\ HH \ \\ STUB FOR FUTURE BUILDING CONNECTIONS (6) 4" SCH. 40 PVC \ \ �CONDUITS \\ / \ \\ P�`� /RR IRR \\ \ \\ /`� \ \ \4�C9 HH HH \ \\G o /C `\ Q' \ V /H0 ° IRR TO IRR DING HCV o+a_� tp \ 4- W-_ ° TION / / / I � W_ � —UGP— — UGP \ \ / I I � / 1) J� UGP / w____— --ABA CV 0 / coJOINT PARKING \ (6) 4" SCH. 40 PVC CONDUITS & ACCESS EASEMENT \ \ I (SEE SHEET C4.4 FOR TYP. DETAIL) DB. 1282, PG.430 IRR / co/ \ BQ GcA IRR HH IRR HH H / / I \\ 0' S ITARY SEWER l \ \ ICV� I / / \ EASEMENT / �1 /\ DB1282PG.430 / . , . \ BOX I I C4.3 SCALE 1 "=20' 0 20' 40' cM 00 0 Q Z NOTE: 1. EACH CONDUIT ENTRY PATH SHOULD CONSIST OF (1) THREE CELL MAXCELL FOR FUTURE EXPANDABILITY. REFER TO ARCH/MEP DRAWINGS FOR FURTHER DETAILS. 2. LOCATION OF UTILITY CONNECTIONS AT EACH BUILDING SHALL BE VERIFIED WITH THE MECHANICAL ENGINEER oP \ SHRUB/SMALL\ E f l I l l REFERENCE LINE- SHEET C4.3 �j o �J c GW r. Y,ar,NRSKF > Lic. No. 0402048507 M E O N O N � > E Lua� E Q U. � 0 LL o w O r6 a J Lu J U —Lr; N o C7W Nw ~ 0 :3 X O V) r-i � OC aj w � HUQLQ (n c rn LuoN n O W W W w O O O U u u ti ��Nz; Z3::) ::) (f) I- C) O O I.— (A Lf) U U U W W O a a a W Ce- LL 0 W W W ti W c� ct� ct� U) J 0 w w 00 00 00 00 m Lu Q H �tiMO�10 O �o�ornrnM N DATE O >_ 3-26-2018 DRAWN BY 1. SANDERS • DESIGNED BY • A. ALLISON • CHECKED BY • C. SHIFFLETT • SCALE • 1 "=20' • z • O \Q O z w ce 0 z Q z � O Q F--I I --I J 0 O Q Lu z 0 Q � > m z � � Q z U J o D Lu0 QC Lun V W Q Lu m z Q J w O J i L.L O z J w U J Q 2 U I --I Vl — w JOB NO. 40241 SHEET NO. C4.5 L_ m REFERENCE LINE- SHEET C4.2 m m mq!�/ m m ■ m m m m m m m �S E� H F �r b �lL )� !� �� T ■� , �, ■� m I r �, ■� \ � �' lcvsic��l� rt \, /c��' - , / / — 7FZR HH \ l r/ %' \ 0' S ITARYiSEWEF? � IRR HH / - - I IRR HH / / / I I 4'l \\ EAS��ENT Iq�. 1 82, l-'Ci 430 / ' / ' l l I ,' ' / ' / / !'/ J l \ I \ \ I I 11 11 I I I ►' J Boxl / 1 -51 m/% CAP/ \\\ � \ r l' I di' �� `� l BOX TRAFFIC RATED I l l l r I I l! l (2) 4 SCH. 40 PVC CONDUITS s PULL BOX / / (SEE SHEET C4.4 FOR TYP. DETAIL) \ I� _ / /,' I % 1 /, // /, /' // I/ I, i i r r/ I) j ri / /I /1 /, % BOX` Il/l , 2'x2'COMMUNICATIONS \ \ / \ /� , MANHOLE (TYP) B�x \ \ \ \ / �\� , o l \ l ' l l l \ \ ` \ \ \ \ I Ox\ 6" W CID \ JOINT PARKING \\ ACCESS EASEMENT \ l / \ DB. 1282, PG.430 w \ IRIR �l j \ 1 X'1 CONIC. COLUMN \ o o ( \ \c I � IRR HH Q I �I \ BRICt PAVER \ E� I / l� / ! IRR rH \\\ j STUB CONNECTION FOR 1 \ / ' \ \ FUTURE LAUNDRY BUILDING I I I Q fill/ \ I I I I \ / �� \ \ \ \ \ r'0,o 1 (4) 4" SCH. 40 PVC CONDUITS \ Y I \ ' FOUNTAIN 1 / ® / / 62.1 /� CHILLED l� / I HOT - - l I WATER /�, \ WATER I i /1� ND/RETURN c SEND/ ETURN 461 1 \ \ \ IJ PROVIDE SWEEP IN DUCT BANK / / I / I/ / ///' 1 III \ I TO AVOID FUTURE STAIRS & IRRIGATION \ \ ASPHALT LANDSCAPE FEATURES \ \ -46 s ' I I \ I / \ I \\111 C7 G /I TO BUILDING RA</ l l \ BOX l 1 X'1 CONC. COLUMN / I 1 \ 1 \ \ \ \ \ -440 ASPHALT\ \ ®/CV G I / // f \ �, IRR HH ACE/ � /v(,P � \ \\ \\ \\ \, / / � / / // / I �RlCKA1/ALY IICV ®®lCV ! I ITOf�=45b.6 ` \ \ 457• _ \ \ \ \ \ \ \ /\ 1 l IRR HH \ ,I or / / \ VEHICL�'CHARGE PED o /, — \\ \ 1 \1 I I I I'► I) I ' I / 11' I' I I I y>`\� / SOL 40 5/ \ \ 1II\ 1 1 1 1 / � % — 46 1 I I \ \ -o ELE IRR�IH �� V — 454 \ o I/ I I I I I I \ // I ► I Y / / / j Q // , / � ,q `J \ , / \ — \EOI 1 / ' I I ► \ \ /� ,,, r / W Iff , r_ , / ' ,y.�( , 1 \ , — _ j I I ' ' I I I I I 1 / ' ► I I / / / / (4) 4" SCH. 40 PVC CONDUITS ' r - / / / / _ ! , _ / \ I I I I I ► I I 1 CIA SEE SHEET C4.4 FOR TYP. DETAIL _ S (� � ) // III' r' / / B, `' l/ 1 xv C. CO — I, � � � , / \ L� /3 h� / f\ I/ IRR UT \ . b / �/ 6� // / / / / / / IRRHH \/ lRR/HH I I I I / \ I / t I I 1 I \ I I I ► I I , ph^ \ O� \ I I ' I i ///' ! / \ / / / / ' ' / ' / / / I 1 I ► I / \ _ ✓ , I I , ! / / ► f I I / co S14iNITARY'MH// TOP=45 8937 98 1 /l � l ! /IUNA 4ETOREMOVELID \ STORM GRA / \ \ TO =447 88 \ \ �-- %' \\\\ � \ \/--__--\\- \\ / /I I % I / l JGOUT=444.68 1 \ `\` _ ` T �, \ / \ (4) 4 SCH. 40 PVC CONDUITS \ \ � I .449. (SEE SHEET C4.4 FOR TYP. DETAIL) \ TRAFFIC RATED \ \ \ / /_ PULL BOX �0 \ %�\ /�----/' \Il' \ \` \`� /'4 441' ' / / \ I \ ' I I / / 1�1' ' / //, / i 445 I S STUB CONNECTION - \� (2) 4" SCH. 40 PVC \ `\\ , / ^ I - _ - Il / // A CONDUITS r \\ iSTORMG \/ ) \ l -t`� I ( I FOR FUTURE SPA \ \ \ \ r440.9/l \ I 6RITICAZ SEE SHEET C4.4 ` V 1N=436�6 /' ' \ I e I 1 !/ i / / '/ I ' l SLOP S TYA (2) 4�� SCH. 40 PVC `� � - - _ � ( \ � \ � / I/ �� / / I ! ' I /' ' ' ( ) \ \ CONDUITS — FOR TYP. DETAIL) A5 0/ ` \ T=436.11 \ \ / -sr¢S` / \ I — 1-��ii i / I ,' r' , STUB CONNECTION FOR /I/ / ' ' / ! I ► \ l 1 I I I I I / ' / / / / / /' / / I / \ — — \ FUTURE GUEST WING Q ! �``\�\\ / \ \ , _ I = _ _ // v 443 I \ 2 4 SCH. 40 PVC CONDUITS ( ) �N\ \G\ \ I % \\ —�I— \ )RR HH \ / I I \ \ 1 I I I I 1 I I I , , l l , , / / \ NOTE: - _ c�\c \ \ v , �\ ' \ H \ \ \ \ \ " I I // \ I / _ I I I \ \ \ \ 1 I I I I I I / , , ' 1. EACH CONDUIT ENTRY PATH SHOULD CONSIST OF (1) \ �/ �,/ / 439• c5 \ \ /' iC� IRR l�l-(��2 ' C) � � / I I \ \ \ 1 1 1 I I I III / r / / / / \ \ ,' I II THREE CELL MAXCELL FOR FUTURE EXPANDABILITY. � ' ��\\ \ \ \ \ \ - - // p� / I I ' 1 \ \ 1 1 \ I I I ► III r ' / 1 \ _ l r REFER TO ARCH/MEP DRAWINGS FOR FURTHER DETAILS. \ Q _ \ -438 \ \ ,.�A \\ \ I I // I / D� / I I I 1 1 I I / 1 I 1 ! 1 I \ — / _ \ \ \ I l 2. LOCATION OF UTILITY CONNECTIONS AT EACH BUILDING I^I � ` \ �' \ \ \\\� \ �\ '-_ _ �--_/ �3°' �/ \ I I I I I I I ! ! I I — cT ` — — —\` `�\ �/� \ \ / SANITARYMH / ��- / r I / ! I ( r \ 1 / , SHALL BE VERIFIED WITH THE MECHANICAL ENGINEER. \ 437 \ \ \\ \ \ \I /_ _ I / , R / I I 1 1 I I 1 I I I I I I I / I 1 I \°\ \ G�GT \ — — — \ \ \ \ \ \ \ \ / ' TOP=437.98 I I I / / / \ 31 I 1 I I 1 I ► ► ► I I / \ \ i \ \,� ` _ _ , , - \ / \ INV IN=425.93 / / ' 4 `�\0 r ' I \ I INV OUT=425.69 ,' / ' / �36 1 I 1 ' I `\\\�O — \��\ \ \�\�� , \\�`\G\ \c/�-� 431 -BUILDING 429- \ ( / — 438' F \� \ — _ \ \ \ \ \ \ �' /' / /' / / / ti� � j /I I I /\ \ \ \ I 1 l /— /' /' /�'\%''� I --1' _ ► � I I 1 ' _ _ C4.2 <' / I 16 N53 _ _ _ — — \ \ ,g A� G� \ \ —�\ / \\/ / / r l /s X / \ IN N ��\,\ \yl lR�/ \\ Gc \\\\ I /// \ ; i \\SETBAQ / /G//�� \ \\ N / /\ -- -- \ \`\ \\` \\\ — \ i N / \ \ 7 \ �C SCALE 1 "=20' c`' 00 -- ---- \ \ \ 0 20 40 O 1 \ v \� \ \ — — —_—— Lic. No. 0402048507 r M !_ O N U N � C > E Lua� E ~ U QL � 0 L o w O a J U � Lu J —Ln N C7W Now Z � �x O < oJC � w c U > Ln F_ Q Cul rn O N M 00 J Lu � H U) O 2 0 M 2 F- M w w_ U Q z O N ZD 0 z O a U to w z O w z z O U z Lu O u z Lu O u p ti ti m Z C) U Q. O U a O U a LI) W W I- U-) W LL Q U') Lu Lu j Lu Lu j Luti Z W c� ct� ct� L0 J 00 00 00 00 rn w . . . . . � Cp ti M 01 O Q *�N^itiN C, rn rn M DATE 3-26-2018 DRAWN BY 1. SANDERS DESIGNED BY A. ALLISON CHECKED BY C. SHIFFLETT SCALE 1 "=20' z 0 H� Q 0 z W ce 0 z Q z < 0 I --I Q J 0 0 Q Lu z 0 MQM > W z � � Q z U J 0 D a- Lu W Q Lu m z Q J w p 0 z J Lu U J i U I —I V W JOB NO. 40241 SHEET NO. C4.6 0 ai En U c c O m 0 �O U tY O Ur z °O 22 02 �o -0 0 C a)ca U 0- O tY a) O � Z O 2 Q g x a) a) �a) ° V O 6- O .§ Qc U N O O U a) -tI5 n3 c: c L a) 0 I_ 3 O U � aO � ca co -0.2 .0 0 c w o � U � 7 C cn cn c O � U c� a o U� H L_ SHEET NOTES 1 �10ALTN 0; SETBACK —\ NEW 3" WATERLINE FROM DOMESTIC SYSTEM TO FIRE PUMP ROOM 8x6" MJ REDUCER FIRE PROTECTION SYSTEM PLAN SCALE: 3/8"=1'-0" P� THE DETAILS SHOWN ON THE DRAWINGS INDICATE GENERAL INTENT ONLY. ALL SUCH ELEMENTS SHALL BE DESIGNED TO COMPLY WITH NFPA 13, 20, AND 22. CONTRACTOR SHALL CONFIRM ALL DIMENSIONS AND CONNECTION REQUIREMENTS WITH THE MANUFACTURERS PRIOR TO ORDERING AND INSTALLING EQUIPMENT. REFER TO ARCHITECTURAL DRAWINGS FOR BUILDING DIMENSIONS, WALL AND FLOOR PENETRATION LOCATIONS, DOOR SCHEDULES, ETC. REFER TO STRUCTURAL DRAWINGS FOR BUILDING SLAB DESIGN AND SUBGRADE PREPARATION. TANK FOUNDATION SHALL BE DESIGNED BY TANK MANUFACTURER. REFER TO MEP DRAWINGS FOR HVAC DESIGN, PANEL DETAILS, LOAD REQUIREMENTS, WIRE SIZES AND ROUTING, ETC. PIPE SUPPORTS AND HANGERS REMOVED FOR CLARITY, SUPPORTS NOT SHOWN MAY BE NECESSARY. SUPPORT PIPES AS REQUIRED. ALL BURIED PIPE SHALL BE DUCTILE IRON MECHANICAL JOINT CLASS 52 AND ALL ABOVE GRADE OR EXPOSED PIPE SHALL BE DUCTILE IRON FLANGED CLASS 53 UNLESS OTHERWISE NOTED. RESTRAIN ALL JOINTS. AIN VAULT ET FP-2 C' BRUCE W. U STRICKLAND JR. y Lip. No. 056612 07 9 �sIDNAi. E� M E O O M U N N � >E Lu < LL. 0 w O rLo 0� W = M Qa J U CO LLJ J — Lri O M Np N ('j W z 4- 0 Z3x LL- 2 N = U > Ln � Q - c Ln o m — N N � L M 00 J O w CL O z O E Fm z O a U W V) U-) w ° 4 v z � O � O V) W ti � m W U) W 4t 4t 4t 4t j Z Z Z Z Q ul) ul) ul) ul) j j j j �D �, W W W W Ln � � � � 000000000) W 0 N O \ \ DATE 03-26-2018 DRAWN BY 1. MARSHALL DESIGNED BY B. STRICKLAND CHECKED BY B. STRICKLAND SCALE AS SHOWN w H 0 z Q Y U (n w �w o V ,�^ J LLJ J ,^ Q /1 W Lu m JOB NO. 40241 SHEET NO. FP-1 as Pump Type:6X5MAA Imp Pattern:B-11313 Imp Dia:10.125 Vane Tips:.25 No. Stages:1 LJ Certified By: 100 - 90 - 80 - 70 - V 50 - w 40 - 30 - 20 - [AII1] 450 400 350 300 = 250 LL 200 150 100 10 50 0 0 0 Patterson Pump Company Test Driver:G.E. HP:200 Ef /o:0.932 Test RPM:3560 Test Type:Performance Test Approved By:, 0 0 Eff. % Ft. Head BHP GPM:1000 Ft. Head:347 Rated RPM:3525 ■�� 11 11 250 500 750 1000 1250 1500 1750 GPM 50 10 0 0 2000 SHEET NOTES 1. THE DETAILS SHOWN ON THE DRAWINGS INDICATE GENERAL INTENT ONLY. ALL SUCH ELEMENTS SHALL BE DESIGNED TO COMPLY WITH NFPA 13, 20, AND 22. 2. CONTRACTOR SHALL CONFIRM ALL DIMENSIONS AND CONNECTION REQUIREMENTS WITH THE MANUFACTURERS PRIOR TO ORDERING AND INSTALLING EQUIPMENT. 3. REFER TO ARCHITECTURAL DRAWINGS FOR BUILDING DIMENSIONS, WALL AND FLOOR PENETRATION LOCATIONS, DOOR SCHEDULES, ETC. 4. REFER TO STRUCTURAL DRAWINGS FOR BUILDING SLAB DESIGN AND SUBGRADE PREPARATION. TANK FOUNDATION SHALL BE DESIGNED BY TANK MANUFACTURER. 5. REFER TO MEP DRAWINGS FOR HVAC DESIGN, PANEL DETAILS, LOAD REQUIREMENTS, WIRE SIZES AND ROUTING, ETC. 6. PIPE SUPPORTS AND HANGERS REMOVED FOR CLARITY, SUPPORTS NOT SHOWN MAY BE NECESSARY. SUPPORT PIPES AS REQUIRED. 7. ALL BURIED PIPE SHALL BE DUCTILE IRON MECHANICAL JOINT CLASS 52 AND ALL ABOVE GRADE OR EXPOSED PIPE SHALL BE DUCTILE IRON FLANGED CLASS 53 UNLESS OTHERWISE NOTED. 8. RESTRAIN ALL JOINTS. I-]r7)C/1AC-r / f'%K1f1r7)CTC \/AI II T A0-1..A0-- Pl/%l 101 C Pl/lllr3 UA-rf'U L A11 TANK DRAIN VAULT PLAN SCALE: 3/4"=1'-0" 8" FLANGE TAPPED FOR 4.5" NST PUMPER CONNECTION WITH CAP PER THE CITY OF CHARLOTTESVILLE REQUIREMENTS v D FP-2 FP-2 8" FLANGE TAPPED FOR 4.5" NST PUMPER CONNECTION WITH CAP 8" 90' BEND PER THE CITY OF CHARLOTTESVILLE ANTI -VORTEX COLLAR REQUIREMENTS 48"X48" DOUBLE DOOR HATCH TANK SUMP (HALIDAY MODEL S2R4848) (PER MANUFACTURER) PRECAST CONCRETE VAULT (3,000 PSI MIN) Z OL FFE IF ELEV=442.00 a a Z� NOTE: PRESSURE 1. SENSING LINE SHALL EXTEND TO ALTITUDE VALVE, LINE TRANSMITTER E D ALUMINUM SIZE PER VALVE MANUFACTURER'S REQUIREMENTS. (DWYER MODEL 628) LADDER 2. PRESSURE TRANSMITTER SHALL BE WIRED TO DISPLAY PANEL IN FIRE PUMP ROOM TO MONITOR WATER LEVEL. 3. THE PRECAST SUPPLIER SHALL SIZE THE STRUCTURE ALTITUDE VALVE WALLS, TOP, AND BASE TO ACCOUNT FOR THE SENSING LINE ANTICIPATED LOADS, DEPTH OF SERVICE, AND FLOATATION AND PROVIDE CALCULATIONS SIGNED BY A LICENSED PROFESSIONAL ENGINEER IN THE STATE TAPPING SADDLEOF 8" GATE 6-0" VIRGINIA. & BALL VALVE VALVE MIN 4. 4. CONTRACTOR SHALL CONFIRM PENETRATION SIZES (TYP) (NORMALLY AND LOCATIONS PRIOR TO ORDERING PRECAST CLOSED) STRUCTURE. LINK SEAL (TYP) v�lw umuu I rLOOR TO DRAIN AT a %$" PER FOOT MIN SLOPE W W u DRESSER COUPLING G n 8" BASE ELBOW CONCRETE PIPE SUPPORT 8" MIN #57 STONE zn a RAIN WITH � P'RA TRAPSCH SCH $S OPE0 PVC 0 PVC DTO STORM SEWER AT %4" PER FOOT MIN 1' 0' 1' 2' 4' SCALE: 3/4" = 1'-0" 3" SUI V TANK SUPPLY FIRE PUMP ROOM SECTION A SCALE: 1/2"=1'-0" FP-1 FP2 FIRE PUMP ROOM SECTION C SCALE: 1/2"=1'-0" FP-1 FP2 SURE JIT J K AT 1�qv_ALTN 0; C' BRUCE W. U STRICKLAND JR. y Lip. No. 056612 2109 � ssloNn�. E�� M E O M O N � N � > E LU °J LU ~ U o rn C) N (j W z O x LL- = U > Ln Q . c I-^ 0 M N N � >- M 00 J O w a U W V) Ln w ° 4 v z � O O W Lo m W V) W 4t 4t 4t 4t j Z Z Z Z Q Ln Ln Ln Ln W W W W � � � � 000000000) w 0- r' c \ \ ° c c_ N \ DATE 03-26-2018 DRAWN BY 1. MARSHALL DESIGNED BY B. STRICKLAND CHECKED BY B. STRICKLAND SCALE AS SHOWN V 1 z w G Uj 0 I --I Uj v , ,-,Qz z H 0 � � � U z > LLJ < 5 V 1 O LI.J zw� OJT 2 co w ~� Q L.L 0 � j U Uj JOB NO. 40241 0 U C N > O O N L O 0 2- n a c c� 0 0 m w c� o_ 0 0 L- TANK DRAIN VAULT SECTION D SCALE: 3/4"=1'-0" FP-2 FP-2 SCALE: 1 /2" = V-0" E SHEET NO. FP-2 rl -,-ALTIN 69 NOTES: 1: ANCHOR BOLT HOLES AVAILABLE ONLY UPON CUSTOMER REQUEST 2: IF THERE IS A DRAIN OR ANY OTHER OBSTRUCTION IN THE FLOOR THAT SHOULD BE CONSIDERED, PLEASE LOCATE IT ON THIS DRAWING. 3: THIS SKID IS DESIGNED TO BE FILLED WITH CONCRETE AT INSTALLATION, THE BASE PLATE (UNDER THE PUMP AND DRIVER) IS TO BE GROUTED PER INSTRUCTIONS IN THE 0 & M MANUALS SENT WITH THE UNIT, IF DECKPLATE IS USED OMIT NOTE #3. C DUE TO VARIATIONS IN THE PIPE FITTINGS, CUSTOMER PIPE CONNECTION LOCATIONS MAY VARY+/- 1/2 ". IT IS RECOMMENDED THAT PIPING NOT BE ANCHORED RIGIDLY UNTIL FINAL FIT -UP IS COMPLETE. 5: TAMPER SWITCHES ARE PROVIDED ON ALL BUTTERFLY VALVES, WIRING OF THESE SWITCHES WILL BE BY OTHERS. 6: IF APPLICABLE BUILDING HEATER, EMERGENCY LIGHT, LIGHTS, JOCKEY PUMP CONTROL PANEL, JOCKEY PUMP, AND OTHER ITEMS THAT MAY BE DIMENSIONED IN PARENTHESIS (), ARE SHOWN IN THEIR GENERAL REPECTIVE LOCATIONS AND MAY VARY SLIGHTLY FROM THE LOCATION SHOWN ON THE DRAWING. 7: CASING RELIEF VALVE DISCHARGE DRAIN IS NOT PLUMBED UNLESS SPECIFIED BY CUSTOMER. 8: THE LINE BELOW IS 12" LONG ON THE ORIGINAL DRAWING, USE THIS LINE TO MAKE SCALING ADJUSTMENTS WHEN INQUIRING ON LENGTHS. 12.00 [304.81 [62 PRESSURE GUAGE (MIN. 3 1/2" DIA./ CALIBRATED IN APPLICABLE UNITS) WITH SNUBBER 1/2" X 1/4" 3000 LB. M.I. OR 3000 LB. F.S. GALV. BUSHING 1/2" DIAPHRAM SEAL (MAY BE OMITTED FOR POTABLE WATER) /1/2" CAST IRON ECCENTRIC PLUG VALVE 1/2" X 1 1/4" 300 LB.M.I. OR f 300 LB.F.S.BUSHING GALV. \ 1/2" SCH. 80 GLV. STEEL NIPPLE 1 1/4" 3000LB.F.S HALF COUPLING, WELD 3/16" TO PIPE OR 1 1/4" TAPPED CONNEC 168.00 TION STEEL SHELL WHERE CAST IRON OR DUCTILE IRON / , _ ' 14267.21 Item# Desorption A SUCTION FLANGE 8" 150# B JOCKEY PUMP CONNECTONSUCTION SIDE 11/4"NPT C SENSING LINE CONNECTION 1/2"NPT D JOCKEY PUMP CONNECTION DISCHARGE SIDE 1 1X' NPT E DISCHARGE FLANGE 6" 150# SHEET NOTES 1. THE DETAILS SHOWN ON THE DRAWINGS INDICATE GENERAL INTENT ONLY. ALL SUCH ELEMENTS SHALL BE DESIGNED TO COMPLY WITH NFPA 13, 20, AND 22. 2. CONTRACTOR SHALL CONFIRM ALL DIMENSIONS AND CONNECTION REQUIREMENTS WITH THE MANUFACTURERS PRIOR TO ORDERING AND INSTALLING EQUIPMENT. 3. REFER TO ARCHITECTURAL DRAWINGS FOR BUILDING DIMENSIONS, WALL AND FLOOR PENETRATION LOCATIONS, DOOR SCHEDULES, ETC. 4. REFER TO STRUCTURAL DRAWINGS FOR BUILDING SLAB DESIGN AND SUBGRADE PREPARATION. TANK FOUNDATION SHALL BE DESIGNED BY TANK MANUFACTURER. 5. REFER TO MEP DRAWINGS FOR HVAC DESIGN, PANEL DETAILS, LOAD REQUIREMENTS, WIRE SIZES AND ROUTING, ETC. 6. PIPE SUPPORTS AND HANGERS REMOVED FOR CLARITY, SUPPORTS NOT SHOWN MAY BE NECESSARY. SUPPORT PIPES AS REQUIRED. 7. ALL BURIED PIPE SHALL BE DUCTILE IRON MECHANICAL JOINT CLASS 52 AND ALL ABOVE GRADE OR EXPOSED PIPE SHALL BE DUCTILE IRON FLANGED CLASS 53 UNLESS OTHERWISE NOTED. 8. RESTRAIN ALL JOINTS. 7612 Ibm COAT WITH EPDXY OR' COAL TAR ENAMEL PIPE I.D. PRESSURE GAUGE ASSEMBLY SCALE: NOT TO SCALE 1" AIR RELEASE VALVE (APCO MODEL #50) 1" SS OR BRAS BALL VALVE %2" SCH 80 PVC DISCHARGE TO DRAIN. PROVIDE AIR GAP ZASS NIPPLE kNION FLANGE AIR RELEASE VALVE ASSEMBLY SCALE: NOT TO SCALE FLOW CONTROL DETAIL SCALE: NOT TO SCALE FLOW CONTROL NOTES 1. ALTITUDE VALVE SHALL BE 3" CLA-VAL MODEL 210-21 (OR APPROVED EQUAL) 2. ORIFICE PLATE SHALL BE CLA-VAL X52E WITH A 1.4" BORE, NOMINAL FLOW = 86 GPM (OR APPROVED EQUAL) —ATER SUPPLY 4" THRU 36" PIPE ;INNELL FIG. 259 OR -INE FIG. B3090 Cl PIPE ANCHION SADDLE 'AINT SAME \S PIPING PIPE FLANGE. ATTACH TO C. WITH A 4 SST STUD E WEDGE ANCHORS. 1-1/2" GROUT PIPE SUPPORT SCALE: NOT TO SCALE MECHANICAL SEAL (LINK SEAL OR APPROVED EQUAL) GALVANIZED STEEL SLEEVE-DEAMETER AS RECCOMMENDED BY SEAL MFR. PIPE DIAMETER AND MATERIAL AS SHOWN ON PLANS CONCRETE WALL OR FLOOR ANCHOR COLLAR W/ 2" WATER STOP CONTINUOUSLY WELDED ON BOTH SIDES NOTE: ALL HARDWARE SHALL BE 316 STAINLESS STEEL CONCRETE FLOOR SLAB AND WALL PENETRATION SCALE: NOT TO SCALE BACKFLOW PREVENTER 6" MIN. SEE LINK SEAL DETAIL 1" SCH. 40 PVC DRAIN SLOPED 1/8" PER FOOT THROUGH WALL d as a 4 n e a n c n d RPZ BFP DRAIN SCALE: NOT TO SCALE BUG SCREEN 18" MIN. D BRUCE W. U STRICKLAND JR. y Lip. No. 056612 s`SIDNn�. E�L� M E 0 0 rn U N N � Q 0 > E w aJ E ~ U Q - c Ln 0 4 N 0) >— M 00 J O w Z O E z O a U W L0 ur) w ° 4 v z � O O Lu� ti � m W V) ^I N M CI W 4t 4t 4t 4t j Z Z Z Z Q ul) �D CO 00 00 CO 0) W N O \ \ ° O O N \ DATE 03-26-2018 DRAWN BY 1. MARSHALL DESIGNED BY B. STRICKLAND CHECKED BY B. STRICKLAND SCALE AS SHOWN U) z w w > 0 uj v J J Q �_4 z w z'C) � G Vl O W z"� w O J U) Lu co W Q DC 0 ~ U LL Lu ssilloo JOB NO. 40241 SHEET NO FP-3 0 cn U > 0) 0 is 3 0 cn O Q m cn n3 0 0 0 c s= n3 0 0 � Q� O o QO 2 z wO J2 2 0 C > N O N (6 U) a_ 0 Oc [n Z cn cn � Q g x (D 0 a� 0 0 O n� o s? � a� � V)M =� U O O U c C6 0 O (n U Ci O O U � O Cn O �U O � U mcn �� O C � U Q o 0)-0c� L_ SEE ENLARGED DETAIL "A" ROUND ACCESS DAVIT WELDMENT DOOR SHEET GLASS -FUSED -TO -STEEL OUTER REINFORCING PLATE GLASS -FUSED -TO -STEEL y NECK WELDMENT GASKET DOOR PLATE MANWAY ACCESS DOOR SCALE: NOT TO SCALE DAVIT WELDMEI EYE BOLT WITH (2) 1/2" HEX NUTS 24" DOOR: (1) 1/2" X 2" LONG HHCS, (1) 1/2" NUT, AND (1) SPECIAL HEX WASHER. 24" DOOR: (30) 1/2" X 1-3/4" LONG HHCS, (1) 1/2" NUT, AND (1) 1/2" WASHER. DOOR PLATES v _ ENLARGED DETAIL "A" REMOVE THE (4) FASTENERS, SPRINGS, AND THE TOP COVER TO OBTAIN ACCESS TO THE TANK INTERIOR. RE -INSTALL AFTER MOUNTING THE VENTILATOR ONTO THE ROOF CAP. APPROXIMATELY 1/4" (4 THREADS) BELOW NUT AFTER INSTALLATION. DO NOT OVER TIGHTEN. (24) 1" LONG STRUCTURE BOLT SETS. BOLT HEADS TO BE ON THE INSIDE OF THE TANK APPLY SEALER BETWEEN THE ROOF CAP AND THE GRAVITY VENTILATOR MOUNTING FLANGE AS ROOF CAP OUTLINED IN THE BUILDERS GUIDE GRAVITY VENTILATOR GENERAL CONSTRUCTION ROOF CAP HOUSING COVER AND SUPPORT MEMBERS - ALUMINUM INSECT SCREEN - 23 TO 25 MESH .0135"/.0145" DIA. POLYESTER MONOFILAMENT WIRE BIRD SCREEN - .063 THICK ALUMINUM, .5 X .75 EXPANDED MESH VENT CAPACITY CHART VENT THROAT 3.14 SQUARE FEET DIAMETER VELOCITY FPM 400 500 600 700 800 900 1000 EXHAUST PRESSURE .025 .035 .050 .070 .090 .120 .155 DROP SUPPLY PRESSURE .060 .090 .130 .180 .240 .300 .380 DROP CFM 1258 1570 1885 2200 2515 2830 3140 TANK VENT SCALE: NOT TO SCALE 'EP OFF kTFORM DER EMBLY LADDER CAGE ASSEMBLY SCALE: NOT TO SCALE 'OP LADDER ASSEMBLY FIRE WATER STORAGE TANK NOTES 1. HIGH WATER ALARM (HWA) AND LOW WATER ALARM (LWA) SHALL BE ANNUNCIATED AT THE FIRE PUMP CONTROL PANEL OR LOCATION DETERMINED BY THE OWNER. 2. PROVIDE TEMPERATURE SENSOR TO MEASURE CRITICAL WATER TEMPERATURE AS REQUIRED BY NFPA 20. TEMPERATURE SHALL BE MONITORED AT THE FIRE PUMP CONTROL PANEL OR LOCATION DETERMINED BY THE OWNER. 3. FLOAT SWITCHES (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 INSTALLATION OF OF FLOAT SWITCHES. 6. ALL PIPE UNDER TANK SLAB AND WITHIN 5' OF TANK SHELL SHALL BE CLASS 52 DUCTILE IRON. SHEET NOTES 1. THE DETAILS SHOWN ON THE DRAWINGS INDICATE GENERAL INTENT ONLY. ALL SUCH ELEMENTS SHALL BE DESIGNED TO COMPLY WITH NFPA 13, 20, AND 22. 2. CONTRACTOR SHALL CONFIRM ALL DIMENSIONS AND CONNECTION REQUIREMENTS WITH THE MANUFACTURERS PRIOR TO ORDERING AND INSTALLING EQUIPMENT. 3. REFER TO ARCHITECTURAL DRAWINGS FOR BUILDING DIMENSIONS, WALL AND FLOOR PENETRATION LOCATIONS, DOOR SCHEDULES, ETC. 4. REFER TO STRUCTURAL DRAWINGS FOR BUILDING SLAB DESIGN AND SUBGRADE PREPARATION. TANK FOUNDATION SHALL BE DESIGNED BY TANK MANUFACTURER. 5. REFER TO MEP DRAWINGS FOR HVAC DESIGN, PANEL DETAILS, LOAD REQUIREMENTS, WIRE SIZES AND ROUTING, ETC. 6. PIPE SUPPORTS AND HANGERS REMOVED FOR CLARITY, SUPPORTS NOT SHOWN MAY BE NECESSARY. SUPPORT PIPES AS REQUIRED. 7. ALL BURIED PIPE SHALL BE DUCTILE IRON MECHANICAL JOINT CLASS 52 AND ALL ABOVE GRADE OR EXPOSED PIPE SHALL BE DUCTILE IRON FLANGED CLASS 53 UNLESS OTHERWISE NOTED. 8. RESTRAIN ALL JOINTS. PULLEY A GAUGE BOARS CABLE CLAMP INDICATOR KNUCKLE ROOF SHOWN (PROVIDE ALUMINUM DC =LOAT CABLE GUIDE WIRES DAT )OR GUIDE WIRE NERS FRONT VIEW SECTIONAL VIEW INSIDE VIEW LIQUID LEVEL INDICATOR SCALE: NOT TO SCALE 6" MIN zi GRAY & BENTONITE SEAL STRIPS. APPLY AS OUTLINED IN THE BUILDERS GUIDE. %2 D 2D MIN F NOT LESS THAN 6" I zi 6" MIN —t 4" MIN REQ ON a ALL FLOOR a PIPING a a a a a a FLOOR PENETRATION WITH ANTI -VORTEX SCALE: NOT TO SCALE TOM ANCHOR OSHA COMPLIANT PERIMETER ROOF GUARDRAIL PER NFPA 22 REQUIREMENTS LADDER & SAFETY CAGE KIT WITH STEP -OFF PLATFORM GRAVITY VENTILATOR OSHA COMPLIANT PERIMETER ROOF GUARDRAIL PER NFPA 22 REQUIREMENTS LADDER & SAFETY CAGE KIT WITH STEP -OFF PLATFORM 10.09, TANK HEIGHT LADDER TO FIFE 8.1' NOMINAL ATTACHABLE LADDER LEVEL INDICATOR ELEV=442.00 PIPE PENETRATION PIPE PENETRATION GRAY & BENTONITE SEAL STRIPS. APPLY AS OUTLINED IN THE BUILDERS GUIDE. 1 E6'-0" OR LESS �4" MIN IL 18" MIN. PIPE PENETRATION FLOOR PENETRATION a MANWAY ACCESS DOOR iuuuu��iuuuu' FIRE STORAGE TANK PLAN SCALE: NOT TO SCALE MANWAY ALUMINUM ROOF NOTE: TANK HATCHES, PIPING AND OTHER ACCESSORIES ROTATED FOR CLARITY. 3. 1' NOMINAL HEIGHT OF ROOF HIGH WATER ALARM OVERFLOW ELEV=452.00 ELEV=451.90 ALTITUDE VALVE CLOSE IF ELEV=451.75 OIL ALTITUDE VALVE OPEN LOW WATER ALARM ELEV=451.25 ELEV=451.00 4 8" SCH 80 PVC OVERFLOW PIPE SCREENED OVERFLOW SPLASH BLOCK a zi a a 4 4 � n FIRE STORAGE TANK ELEVATION SCALE: NOT TO SCALE I I FOOTING O.D. SCALE: NOT TO SCALE TANK FOUNDATION SHEET HEAT TRACE & INSULATE 3" 90° BEND (IPS) 3" DUCTILE IRON FILL PIPE (IPS) 8" 90° BEND (IPS) 8" PVC SCH 80 OVERFLOW PIPE (IPS) NOTE: APPURTENANCES SHOWN OUT OF ROTATION FOR CLARITY � TOP OF TANK - PROVIDE AIR GAP 4 FOR OVERFLOW LEVELS SEE SECTION THIS SHEET 3" 90° BEND FLARED (IPS) OVERFLOW AND FILL DETAIL SCALE: NOT TO SCALE 0 ' BRUCEµW. Z U STRICKLAND JR. y Lic. No. 056612 2?1 7� /7 9 ssr�rtin�. E� M E 0 0 M U N N � > E w Q E ~ U p N CD LY N M z�_±_- -" x � O cn z O LL- (n = U Q Ln -1 Lu Q 4-1 N r � O o� O ; w V) ~ cfi � W V) p W 4t 4t 4t 4t Q U-) U-) U-) U-) � _ W W W W Q,_ Q,_ Q,_ Q-1 M w > w co 00 00 co rn _ w z O C) \ p p N \ U) > DATE O 03-26-2018 DRAWN BY 1. MARSHALL • DESIGNED BY • B. STRICKLAND • CHECKED BY • B. STRICKLAND • SCALE U) z uj uj 0 0. 37 H� uj Q J �_4 I- 4 z Q 0 '� U..I z'o r ^ U I �JJ OU zw� O J Q (� w W CO J Q I� 0 LL 0 j U H� V Lu JOB NO. 40241 SHEET NO. FP-4 L_ NOTES: 1. EXTEND POWER CIRCUIT FROM CEP. CIRCUIT SHALL BE ENERGIZED BY EMERGENCY POWER GENERATOR WITH AUTOMATIC TRANSFER WITCH. 2. PROVIDE NUMBER AND SIZE OF CONDUITS AS REQUIRED BY MANUFACTURER AND APPLICABLE CODES. 3. CONTRACTOR SHALL LOCATE RTU ANTENNA PER MANUFACTURER'S INSTRUCTIONS 4. INSTALL PANELS ON BUILDING WALL IN ACCORDANCE WITH MANUFACTURER'S REQUIREMENTS PUMP STATION CONTROL STRUCTURE TOP ELEV = 445.` FINISHED GRADE = 444.8( CONDUIT FROM CONTROL STRUCTUR (NUMBER AND SIZE OF CONDUITS A REQUIRED) PROVIDE GAS SEALS ON Al CONDUITS ENTERING WET WEL (2) S.S. C-CHANNEL GUIC RAIL ASSEMBLY WITH 1i BREAKAWAY FITTIN 48" O FIBERGLASS BASI 6" INVERT IN ELEV = 437.( HIGH LEVEL ALARM ELEV = 436.: LAG PUMP ON ELEV = 436.( LEAD PUMP ON ELEV = 435.: BOTH PUMPS OFF ELEV = 434.1. SUCTION ENTRANCE ELEV = 433., BASIN FLOOR ELEV = 433.( I IrTlnll I IALIMI r nl 1/� rl'Yrr \/rLIT PUMP STATION SECTION A SCALE: 3/4"= V-0" 48" 0 FIBERGLASS BASIN CONCRETE 4,500 PSI MIN. ANTI -FLOTATION PLATE MOLDED TO BASIN MAIN DISCONNECT PUMP STATION CONTROL PANEL WITH ALARM, LIGHT AND HORN CONDUITS AS REQUIRED =R FROM CEP ANTI -FLOTATION COLLAR (4.5 CY 4,500 PSI MIN. CONCRETE) (SEE DETAIL THIS SHEET) MIN. 6" NO. 57 STONE UNDISTURBED SUBGRADE T-0-MIN. ANTI -FLOTATION COLLAR AND BASE BUG -FREE VENT (2) S.S. EXTENSION HANDLES 2"x*4' REDUCER 2" S.S. FORCE MAIN - 2" HDPE IPS DR-13.5 FORCE MAIN TRANSITION COUPLING AS REQUIRED *4" NPT S.S DISCHARGE COUPLING 1 1/4" NPT S.S. DISCHARGE PIPING INCLUDING NIPPLES, ELBOW & ANTI -SIPHON ANTI -FLOTATION PLATE n ° Du 8 D D D ° I I I I I I I I I I SCALE: 3/4"= V-0" LOCKING TAB (2) S.S. C-CHANNEL GUIDE RAIL ASSEMBLY WITH 1%4" BREAKAWAY FITTING I (2) 1%4" NPT S.S. BALL CHECK VALVE II I I I II I� D 48"0 FIBERGLASS BASIN S.S. LIFTING CHAIN 6" INVERT IN ELEV = 437.00 SUBMERSIBLE GRINDER PUMP WITH BREAKAWAY FITTING (EXPLOSION -PROOF, RAIL -MOUNTED) ° D D D ° ° > D D ° ° D D D ° D p ° D ° D ° ° D ° D � ° ° n PUMP STATION SECTION B SCALE: 3/4"=V-0" NOTE: CONTRACTOR SHALL PROVIDE EARTH RETENTION / AND SHORING AS REQUIRED TO PROTECT EXISTING STRUCTURES DURING EXCAVATION. \ I_ \ I I I \� \ /' \ 0� I If SCALE 1"=20' I \ I ( \ 1 0 20' 40' FCIfIED WIDTH "RIC EASEMENT 184, PG. 430 G1 \ \ \ \ 4p� \ \ \\ \ I LIMITS OF \ \ \ \ ` \\\ ` 1 SURVEY / /PUMP STATION CONTROL PANEL \ \ \ �g2 /\ — � ��_ / ,\ 60 \ \ \ (MOUNTED TO WALL) ` 6" SANITARY LATERAL (REFER TO MEP DESIGN) \e 1\ no - STATION l ®� 48"0 FIBERGLASS 1 \ ` PACKAGED PUMP Qr / y�� 4� / �\ \ / \ \ lVI TOP = 445.30 „ w \ \ \ INV. IN = 437.00 x w \ \ \ \ Awl INV. OUT = 440.00R — 449 \- • PIP WE r .MCA PS-iBPS-1 BUG -FREE VENT SIX (6) 3/8-16 S.S. HXHD BOLT SITE PLAN SCALE: 1" = 20' SUBMERSIBLE 3RINDER PUMPS L PUMP STATION FLOOR PLAN SCALE: 3/4"= V-0" A 1TI ll,-.1. Al I I.. UM HATCH COVER JMPS TO ALLOW EMOVAL PUMP STATION TOP PLAN SCALE: 3/4"=V-0" NG 1' 0' 1' 2' 4' SCALE: 3/4" = V-0" �p`LT11 BRUCE W. 0 STRICKLAND JR. y Lip. No. 056612 ':!G� 3119/2079 �NAL M E O (71 N O N � > E w a� E _ 4- ~ U (1) 3: Q 4 ~ 0 LL o w O aJ U 0o J —Lr; M U' W NO O x V) w c U > � Q Lq c Ln rn N � M 00 J V) O 2 M O 2 0 w > w_ U Q z O Ln > 0� ZD O z O a a U V7 w 0 z O II V7 w w a DATE 1131119 DRAWN BY A. CHIODINI DESIGNED BY B. STRICKLAND CHECKED BY B. STRICKLAND SCALE AS SHOWN V z W W > O O J W W < C) � z z oz Q u O w 1�_q z�� Q Q U w W �1 m () z< �z O ~ Q U .—I 0 z Q _�j O U_ C) LA 0 <LU 1 U V w JOB NO. 40241 SHEET NO. PS-4 0 ai u) U c a) m 0 cu O a 0 a5 0 c m En c c� CL c O a) 0 c aa) d �O 0 z fO 02i c � O E -0 c:c a)ca cn 0- 0 tY � Z O m 2 Q g x a) F— m 0 ate-.. 0 >, a•a 0 N o n� O Q a) 0) � f6 0 0 U N O O U f6 0 O U c L a) 0 E c U co a O 6 E -0 70 .0 O c 0 0 U c� �c O � U f6 0 a) -a u)a) a � E L SPECIFICATIONS: SUBMERSIBLE GRINDER PUMP BARNES XSGV-L 2HP DOUBLE SEAL, OIL -FILLED SCOPE: 1. FURNISH AND INSTALL TWO (2) EXPLOSION PROOF SUBMERSIBLE GRINDER PUMPS. EACH PUMP SHALL BE CAPABLE OF DELIVERING THE FOLLOWING PERFORMANCE POINTS: 20 GPM AT 13' TDH, WITH A SHUT OFF HEAD OF 34' TDH (MINIMUM). THE PUMP MOTOR SPEED SHALL BE 3450 RPM, 2 HP (MAXIMUM), THREE PHASE, 60 HERTZ, 460 VOLTS. THE PUMPS SHALL BE MANUFACTURED IN NORTH AMERICA BY A COMPANY REGULARLY ENGAGED IN THE MANUFACTURE AND ASSEMBLY OF SIMILAR UNITS FOR A MINIMUM OF FIVE (5) YEARS. THE PUMPS SHALL BE BARNES' PUMPS MODEL XSGV-L WITH A 3.0" IMPELLER. DESIGN: 1. A CENTRIFUGAL SUBMERSIBLE GRINDER PUMP DESIGNED TO REDUCE ALL MATERIAL FOUND IN NORMAL DOMESTIC AND LIGHT INDUSTRIAL SEWAGE, INCLUDING PLASTICS, RUBBER, SANITARY NAPKINS, AND DISPOSABLE DIAPERS INTO A FINELY GROUND SLURRY. THE RESULTANT SLURRY IS THEN PUMPED THROUGH SMALL DIAMETER PIPING INTO A GRAVITY INTERCEPTOR OR TREATMENT FACILITY. THE TEMPERATURE LIMITATION OF THE LIQUID BEING PUMPED IS 1040F CONTINUOUS, AND SHALL BE CAPABLE OF RUNNING DRY FOR EXTENDED PERIODS. 2. PUMP CONSTRUCTION: THE VOLUTE, SEAL PLATES AND MOTOR HOUSING SHALL BE CONSTRUCTED OF HIGH QUALITY ASTM A-48 CLASS 30 CAST IRON. THE PUMPS SHALL BE PAINTED WITH A WATER BASED AIR DRY ENAMEL OF 2.0 MIL MINIMUM THICKNESS. ALL EXPOSED HARDWARE SHALL BE 300 SERIES STAINLESS STEEL. DISCHARGE CONNECTION SHALL BE A STANDARD 1.25" NPT IN THE VERTICAL POSITION. 3. THE PUMP IMPELLER SHALL BE OF THE RECESSED VORTEX DESIGN. PUMPS WITH STANDARD CENTRIFUGAL SEMI -OPEN IMPELLER DESIGNS SHALL NOT BE ACCEPTABLE. THE IMPELLER SHALL BE OF 85-5-5-5 BRONZE CONSTRUCTION AND MACHINED FOR THREADING TO THE MOTOR SHAFT. THE IMPELLER SHALL BE CAPABLE OF BEING TRIMMED TO MEET SPECIFIC PERFORMANCE CHARACTERISTICS. 4. THE GRINDER MECHANISM SHALL CONSIST OF A RADIAL CUTTER THREADED AND LOCKED ON THE MOTOR SHAFT BY A WASHER IN CONJUNCTION WITH A COUNTERSUNK FLAT HEAD CAPSCREW, AND A SHREDDING RING CONTAINING A MINIMUM OF FIFTEEN FLOW PASSAGES WITH CUTTING EDGES. THE SHREDDING RING SHALL BE REVERSIBLE TO PROVIDE TWICE THE CUTTING EDGE LIFE. BOTH THE SHREDDING RING AND RADIAL CUTTER SHALL BE CONSTRUCTED OF 440C STAINLESS STEEL HARDENED TO A MIN. ROCKWELL C55 AND SHALL BE FINISH GROUND FOR A FINE CUTTING EDGE. TWO -STAGE CUTTER MECHANISMS REQUIRING EXTERNAL ADJUSTMENT FOR PROPER CLEARANCE ARE NOT ACCEPTABLE. 5. THE UNIT SHALL UTILIZE A TANDEM MECHANICAL SHAFT SEAL ARRANGEMENT AND SHALL OPERATE IN AN OIL ATMOSPHERE. THE MATERIALS OF CONSTRUCTION SHALL BE CARBON FOR THE ROTATING FACE AND CERAMIC FOR THE STATIONARY FACE, LAPPED AND POLISHED TO A TOLERANCE OF ONE LIGHT BAND, 300 SERIES STAINLESS STEEL HARDWARE, AND ALL ELASTOMER PARTS TO BE BUNA-N. THE SEAL SHALL BE COMMERCIALLY AVAILABLE AND NOT A PROPRIETARY DESIGN OF THE MANUFACTURE. 6. THE PUMP SHALL BE DESIGNED TO BE NON -OVERLOADING THROUGHOUT THE ENTIRE PUMP CURVE. THE ROTOR AND STATOR ASSEMBLY SHALL BE OF THE STANDARD FRAME DESIGN AND SECURED TO THE PUMP SEAL PLATE BY FOUR THREADED FASTENERS ALLOWING FOR EASY SERVICEABILITY. MOTOR DESIGNS INCORPORATING SHRINK OR PRESS FIT ASSEMBLY BETWEEN THE STATOR AND MOTOR HOUSING SHALL NOT BE ACCEPTABLE. THE MOTOR SHALL BE CONSTRUCTED WITH THE WINDINGS OPERATING IN A SEALED ENVIRONMENT CONTAINING CLEAN DIELECTRIC OIL, MAKING IT CAPABLE OF OPERATING IN A TOTALLY, PARTIALLY OR NON -SUBMERGED CONDITION FOR EXTENDED PERIODS OF TIME WITHOUT DAMAGE DUE TO THE HEAT BEING GENERATED. 7. AIR -FILLED MOTORS SHALL NOT BE ACCEPTABLE. THE MOTOR WINDINGS SHALL BE OF CLASS F INSULATION. THE MOTOR SHALL MEET THE STANDARD NEMA DESIGN B FOR THREE PHASE. THE MOTOR SHAFT SHALL BE OF 416 STAINLESS STEEL. PROTECTION AGAINST EXCESSIVE TEMPERATURE SHALL BE PROVIDED BY HEAT SENSOR THERMOSTAT ATTACHED TO THE STATOR WINDINGS AND CONNECTED IN SERIES WITH THE CONTRACTOR COIL IN THE CONTROL PANEL FOR ALL MODELS. THE SENSOR SHALL BE CONNECTED IN SERIES WITH, AND ATTACHED TO THE MOTOR WINDINGS. THE PUMP SHALL HAVE A THREE BEARING DESIGN CONSISTING OF AN UPPER BALL BEARING, AN INTERMEDIATE BALL BEARING RESTRAINED FOR THE PURPOSE OF CARRYING THE THRUST LOADS, AND A LOWER BRONZE SLEEVE BEARING TO CARRY RADIAL LOADS AND PREVENT SHAFT DEFLECTION IMPOSED BY THE PUMP IMPELLER AND GRINDER OPERATION. BEARINGS SHALL OPERATE IN AN OIL BATH ATMOSPHERE FOR SUPERIOR LIFE. PERMANENTLY LUBRICATED BEARINGS ARE NOT ACCEPTABLE. 8. THE PUMP SHALL BE EQUIPPED WITH SOW TYPE POWER CABLE (LENGTH AS REQUIRED TO REACH CONTROL PANEL) AND CONNECTED TO THE MOTOR VIA QUICK DISCONNECT PIN TERMINALS. THREADED CORD GRIP TYPE CORD ENTRIES ARE NOT ACCEPTABLE. PIN RECEPTACLES SHALL BE CRIMPED AND MOLDED TO THE POWER CORD IN A PVC PLUG. THE PLUG SHALL BE SECURED WITH A STAINLESS STEEL COMPRESSION PLATE TO PREVENT WATER FROM ENTERING THE HOUSING AND TO PROVIDE STRAIN RELIEF AT THE POINT OF CABLE ENTRY. A STAINLESS STEEL CLAMP SHALL COMPRESS THE PVC MOLDING AGAINST THE CABLE JACKET TO PREVENT WATER FROM ENTERING THE JACKET. A POLYBUTYLENE TEREPHTHALATE TERMINAL BLOCK WITH BRASS PIN INSERTS SHALL CONNECT THE POWER CORD LEADS WITH THE MOTOR LEADS. THE GROUND PIN SHALL BE LONGER THAN THE OTHER PINS SUCH THAT THE GROUND CONNECTION IS THE FIRST CONNECTION MADE AND THE LAST CONNECTION BROKEN WHEN THE PLUG IS INSERTED AND REMOVED, RESPECTIVELY. A BUNA-N O-RING SHALL PROVIDE ISOLATION SEALING BETWEEN THE TERMINAL LOCK AND THE MOTOR HOUSING WHEN THE CORD PLUG IS REMOVED. 9. PUMP TEST: THE PUMP MANUFACTURER SHALL PERFORM THE FOLLOWING INSPECTIONS AND TESTS IN ACCORDANCE WITH HYDRAULIC INSTITUTE TYPE B STANDARDS BEFORE SHIPMENT FROM THE FACTORY: A. A CHECK OF THE MOTOR VOLTAGE AND FREQUENCY SHALL BE MADE AS SHOWN ON THE NAME PLATE. B. A MOTOR AND CABLE INSULATION TEST FOR MOISTURE CONTENT OR INSULATION DEFECTS SHALL BE MADE PER UL CRITERIA. C. THE PUMP SHALL BE COMPLETELY SUBMERGED AND RUN TO DETERMINE THAT THE UNIT MEETS THREE PRE -DETERMINED HYDRAULIC PERFORMANCE POINTS. D. A WRITTEN REPORT SHALL BE AVAILABLE SHOWING THE AFOREMENTIONED TESTS HAVE BEEN PERFORMED IN ACCORDANCE WITH THE SPECIFICATIONS. 10. START-UP: THE PUMPS SHALL BE TESTED AT START-UP BY A QUALIFIED REPRESENTATIVE OF THE MANUFACTURER. A START-UP REPORT AS PROVIDED BY THE MANUFACTURER SHALL BE COMPLETED BEFORE FINAL ACCEPTANCE OF THE PUMPS. 11. DOCUMENTATION: THE CONTRACTOR SHALL SUPPLY A MINIMUM OF 4 SETS OF STANDARD SUBMITTAL DATA; STANDARD SUBMITTAL DATA SHALL CONSIST OF: A. PUMP CATALOG DATA; B. PUMP PERFORMANCE CURVE; C. BREAK AWAY FITTING (BAF) DATA; D. ACCESS FRAME DATA; E. TYPICAL INSTALLATION DRAWING; F. CONTROL PANEL DATA G. PANEL WIRING SCHEMATIC; H. ACCESSORY DATA; I. INSTALLATION & OPERATION MANUALS WITH PARTS LIST 12. WARRANTY: THE MANUFACTURER/CONTRACTOR SHALL WARRANT THE PUMPS AND ALL INCLUDED APPURTENANCES, TO BE FREE FROM DEFECTS IN MATERIALS OR WORKMANSHIP FOR A PERIOD TWELVE (12) MONTHS FROM THE DATE OF ISSUANCE OF SUBSTANTIAL COMPLETION FOR THE PROJECT. THE MANUFACTURER/CONTRACTOR SHALL REPAIR OR PROVIDE REPLACEMENT FOR ANY DEFECTIVE COMPONENTS UNDER THIS WARRANTY. SPECIFICATIONS: DUPLEX BASIN SYSTEM WITH STAINLESS "Crr CHANNEL RAIL SCOPE: 1. FURNISH AND INSTALL A COMPLETE FACTORY -BUILT, U.L. LISTED DUPLEX STAINLESS STEEL "C" CHANNEL RAIL PACKAGE AS SHOWN. THE PACKAGE SHALL CONSIST OF A FIBERGLASS BASIN, A COVER WITH 2" VENT, "C" CHANNEL RAIL ASSEMBLIES, DISCHARGE PIPING AND FITTINGS, CHECK VALVES, BALL VALVES, NEMA 7 PULL BOX, LEVEL CONTROLS, AND CONTROL PANEL. 2. PUMPS, BASIN, AND CONTROL PANEL SHALL BE SUPPLIED AS A COMPLETE SYSTEM BY A SINGLE MANUFACTURER. ASSEMBLY BY THE CONTRACTOR OF COMPONENTS SUPPLIED BY VARIOUS MANUFACTURERS WILL NOT BE ACCEPTABLE. DESIGN: 1. THE BASIN DIAMETER SHALL BE FORTY-EIGHT INCHES (48") WITH A DEPTH AS SHOWN ON THE DRAWINGS. CONSTRUCTION SHALL BE CUSTOM MOLDED FIBERGLASS REINFORCED POLYESTER RESIN. THE WALL THICKNESS SHALL BE SUFFICIENT TO WITHSTAND A WATER -SATURATED SAND LOAD OF 120 LBS PER CUBIC FOOT. A 6" FLEXIBLE PIPE FITTING OR PLASTIC PIPE ADAPTER FOR INLET SHALL BE FURNISHED. THE FLEXIBLE PIPE FITTING OR PIPE ADAPTER AND GASKET MATERIAL SHALL BE SHIPPED LOOSE FOR FIELD INSTALLATION. A BALLAST SUPPORT FLANGE SHALL BE PROVIDED AS AN INTEGRAL PART OF THE BASIN ASSEMBLY. THE FLANGE SHALL EXTEND A MINIMUM OF THREE INCHES (3") ON THE RADIUS OF THE BASIN. 2. THE BASIN COVER SHALL BE OF ALUMINUM CONSTRUCTION WITH A MINIMUM THICKNESS OF ONE -QUARTER INCH (1/4"), AND SHALL HAVE A MINIMUM DIAMETER FOUR INCHES (4") GREATER THAN THE BASIN. BOTH INSIDE AND OUTSIDE SURFACES OF THE COVER SHALL BE SANDBLASTED TO REMOVE RUST AND SCALE AND SHALL BE COMPLETELY COATED WITH AIR DRY ASPHALT BITUMINOUS COATING FOR CORROSION RESISTANCE. A HINGED DOOR SHALL BE AN INTEGRAL PART OF THE COVER, AND SHALL HAVE LOCKING PROVISIONS. THE COVER SHALL BE SECURELY MOUNTED TO THE BASIN WITH A MINIMUM OF SIX (6) STAINLESS STEEL BOLTS THREADED INTO STAINLESS STEEL INSERTS IN THE TOP COLLAR OF THE BASIN. ALL HARDWARE SHALL BE STAINLESS STEEL. THE COVER SHALL HAVE A 2" SCREENED BUG -FREE VENT THAT IS CORROSION RESISTANT. 3. THE SLIDE RAIL ASSEMBLIES SHALL CONSIST OF 304 STAINLESS STEEL UPPER AND LOWER RAIL BRACKETS AND PUMP GUIDE BRACKETS WITH THE C CHANNEL RAIL ASSEMBLIES OF 14 GAUGE 304 STAINLESS STEEL. THE STATIONARY AND MOVEABLE PORTIONS OF THE HYDRAULICALLY SEALED DISCHARGE COUPLING ASSEMBLIES SHALL BE MACHINED CAST IRON. THE UPPER RAIL BRACKET SHALL MOUNT TO THE BASIN WALL AND POSITION THE UPPER END OF THE STAINLESS STEEL GUIDE RAILS WHILE THE LOWER RAIL BRACKET POSITIONS THE LOWER END OF THE GUIDE RAILS. THE STAINLESS C CHANNEL RAILS SHALL SUPPORT THE PUMP AT THE REQUIRED DISTANCE FROM THE BASIN FLOOR TO PROVIDE UNRESTRICTED FLOW OF MATERIAL INTO THE PUMPS. STAINLESS STEEL BRACKETS SHALL BE ATTACHED TO THE PUMPS FOR POSITIONING OF THE UNIT ON THE GUIDE RAILS DURING INSTALLATION OR REMOVAL OF THE UNITS WITHIN THE BASIN. THE STATIONARY FITTING SHALL HAVE A NEOPRENE DIAPHRAGM CLAMPED BETWEEN THE STAINLESS STEEL RAIL AND THE STATIONARY CAST IRON DISCHARGE. THE CAST IRON MOVEABLE FITTING, WHEN IN POSITION SHALL BE HELD AGAINST THE STATIONARY FITTING BY THE CONSTRUCTION OF THE STAINLESS STEEL RAIL, ALIGNING THE MOVABLE FITTING TO THE FLEXIBLE DIAPHRAGM FOR PROPER SEALING OF THE TWO SURFACES UNDER PRESSURE. THE FLEXIBLE DIAPHRAGM SHALL ALSO SERVE AS AN ANTI -SIPHON DEVICE. A STAINLESS STEEL LIFTING CHAIN SHALL BE PROVIDED FOR PUMP INSTALLATION AND REMOVAL. 4. THE DISCHARGE PIPING SHALL CONSIST OF 2-INCH SCHEDULE 40 STAINLESS STEEL PIPE. A BALL CHECK VALVE SHALL BE INSTALLED IN THE VERTICAL POSITION BETWEEN THE PUMP DISCHARGE AND THE MOVABLE FITTING. EACH VALVE SHALL BE 2 INCHES IN SIZE AND SHALL CONSIST OF THREE MAJOR COMPONENTS; BODY, ACCESS PLUG, AND BALL. THE DESIGN OF THE VALVE SHALL BE SUCH THAT IT KEEPS SOLIDS, STRINGY MATERIAL, GRIT, RAGS, ETC., MOVING WITHOUT THE NEED FOR BACK FLUSHING. IN THE OPERATING MODE, THE BALL SHALL NOT IMPEDE FLOW THROUGH THE CHECK VALVE. THE OPERATING FLOW AREA SHALL BE EQUAL TO THE NOMINAL SIZE OF THE VALVE. THE BALL SHALL CLEAR THE WATERWAY PROVIDING "FULL FLOW" EQUAL TO THE NOMINAL SIZE. IT SHALL BE NON -CLOG IN DESIGN. THERE SHALL NOT BE OUTSIDE LEVERS, WEIGHTS, SPRINGS, DASH POTS OR OTHER ACCESSORIES REQUIRED FOR A SWING (CLAPPER) TYPE CHECK VALVE. THE BALL SHALL BE NATURAL RUBBER AND BE RESISTANT TO MATERIAL NORMALLY FOUND IN SEWAGE. THE BODY SHALL BE GRAY CAST IRON, ASTM CLASS 30. INLET AND OUTLET PORTS SHALL BE 2-INCH NPT THREADED. 5. A 2-INCH BALL VALVE SHALL BE INSTALLED IN THE DISCHARGE PIPING OF EACH PUMP TO PROVIDE SHUT-OFF CAPABILITIES DURING PUMP REMOVAL. THE BALL VALVE SHALL BE FULL PORTED WITH A MINIMUM RATED PRESSURE OF 125 PSI WOG AND SHALL BE FITTED WITH AN INTEGRAL STAINLESS STEEL EXTENSION HANDLE. THE EXTENSION HANDLE SHALL EXTEND UP TO WITHIN SIX (6) INCHES OF THE TOP OF THE BASIN FOR EASE OF ACCESS AND OPERATION, AND SHALL BE SECURED TO THE RAIL SUPPORT BRACKET WITH A STAINLESS STEEL BRACKET. 6. A QUANTITY OF FOUR (4) LIQUID LEVEL CONTROLS WITH SJOW-A CABLE, SHALL BE PROVIDED TO CONTROL OPERATION OF THE PUMPS AND HIGH LEVEL ALARM. THE LEVEL SENSORS SHALL BE MERCURY TYPE PILOT DUTY DEVICES MOUNTED IN A CORROSION RESISTANT POLYPROPYLENE HOUSING. THE LEVEL CONTROLS SHALL BE MOUNTED TO A ONE-HALF (1/2) INCH PVC SUPPORT POLE ATTACHED TO THE STAINLESS STEEL RAIL ASSEMBLY AS SHOWN IN THE PLANS. SUFFICIENT CABLE SHALL BE SUPPLIED TO REACH THE CONTROL PANEL WITH NO SPLICES IN THE BASIN. LEVEL CONTROLS SHALL BE SET AT THE ELEVATIONS INDICATED. 7. A DUPLEX CONTROL PANEL SHALL BE FURNISHED IN NEMA 3R ENCLOSURE FOR 460 VOLTS, THREE PHASE, 60 HERTZ POWER SUPPLY. FOR EACH PUMP MOTOR THERE SHALL BE INCLUDED; A COMBINATION CIRCUIT BREAKER/OVERLOAD UNIT PROVIDING OVERLOAD PROTECTION, SHORT CIRCUIT PROTECTION, RESET AND DISCONNECT FOR ALL PHASES, ACROSS -THE -LINE MAGNETIC CONTACTORS, HAND -OFF -AUTOMATIC SELECTOR SWITCHES, RUN TIME METERS, OVERLOAD RELAY PROPERLY SIZED FOR MOTOR CHARACTERISTICS AND FACTORY SEALED TO INSURE TRIP SETTING IS TAMPER PROOF. A 120 VOLT CONTROL CIRCUIT WITH FUSED OVERLOAD PROTECTION FOR EXTERNAL PILOT CIRCUITRY SHALL BE INCLUDED. AN AUTOMATIC ELECTRIC ALTERNATOR SHALL BE INCLUDED TO PROVIDE ALTERNATING OPERATION OF THE PUMPS UNDER NORMAL CONDITIONS, OR SIMULTANEOUS OPERATION IN CASES OF HIGH LEVEL. A REMOTELY MOUNTED HIGH LEVEL ALARM LIGHT AND HORN SHALL BE INCLUDED TO INDICATE EXTREME HIGH LEVELS OF LIQUID IN THE WET WELL. THE ALARM LIGHT AND HORN SHALL BE MOUNTED SO THEY ARE VISIBLE FROM THE ROAD ADJACENT TO THE PUMP STATION. THE CONTROL PANEL SHALL SEND SEPARATE SIGNALS TO THE REMOTE TERMINAL UNIT (RTU) ALARM SYSTEM FOR HIGH WATER ALARM AND PUMP STATION COMMON ALARM. CONTROL PANEL ASSEMBLY AND ALL COMPONENTS THEREIN SHALL BE UL LISTED. 8. WARRANTY: THE MANUFACTURER/CONTRACTOR SHALL WARRANT THE BASIN AND ALL INCLUDED APPURTENANCES, TO BE FREE FROM DEFECTS IN MATERIALS OR WORKMANSHIP FOR A PERIOD TWELVE (12) MONTHS FROM THE DATE OF ISSUANCE OF SUBSTANTIAL COMPLETION FOR THE PROJECT. THE MANUFACTURER/CONTRACTOR SHALL REPAIR OR PROVIDE REPLACEMENT FOR ANY DEFECTIVE COMPONENTS UNDER THIS WARRANTY. DESIGN CRITERIA: 1. THE PUMP STATION WILL SERVE THE KESWICK HALL AND GOLF CLUB CENTRAL ENERGY PLANT (CEP) , THE ANNUAL AVERAGE DAILY FLOW IS APPROXIMATELY 10,400 GPD. USING A PEAK HOUR FACTOR OF 2.5, THE PEAK FLOW INTO THE STATION IS APPROXIMATELY 18 GPM. THE PUMP STATION WILL CONVEY FLOW THROUGH APPROXIMATELY 40 FEET OF NEW 2" FORCE MAIN WHICH DISCHARGES INTO THE EXISTING ON -SITE GRAVITY COLLECTION SYSTEM. PUMP STATION NOTES 1. THE WET WELL SUPPLIER SHALL SIZE THE STRUCTURE WALLS, TOP AND BASE TO ACCOUNT FOR THE ANTICIPATED LOADS, DEPTH AND FLOATATION AND PROVIDE CALCULATIONS SIGNED BY A VIRGINIA LICENSED PROFESSIONAL ENGINEER WITH THE SUBMITTALS. 2. ALL MISCELLANEOUS METAL IN THE WET WELL SHALL BE STAINLESS STEEL ALLOY DESIGNED FOR USE IN SEWAGE STRUCTURES. ALL BOLTS, NUTS AND OTHER FASTENERS IN WET WELLS SHALL BE 316 OR 304 STAINLESS STEEL. 3. CONTRACTOR SHALL SUPPLY ALL EQUIPMENT REQUIRED TO PROVIDE A COMPLETE OPERATING SYSTEM. 4. PUMPS SHALL BE EXPLOSION PROOF. 5. FLOATS SHALL BE INTRINSICALLY SAFE. 6. CONTRACTOR SHALL CONFIRM PENETRATION SIZES AND LOCATIONS PRIOR TO ORDERING STRUCTURES. 7. ALL PACKAGED PUMP STATION COMPONENTS SHALL BE SUPPLIED BY A UNITARY SOURCE INCLUDING PUMPS, MOTORS, CONTROLS, CONTROL PANEL, AND BREAKAWAY FITTINGS. 8. FLOATS SHALL BE POSITIONED TO PREVENT INFLUENT FLOW FROM AFFECTING PROPER OPERATION OF THE PUMP STATION. 9. CONTRACTOR SHALL PROVIDE ALL LABOR AND MATERIALS (INCLUDING ADEQUATE WATER SUPPLIES FOR SEVERAL PUMPING CYCLES) NECESSARY TO CONDUCT MANUFACTURER'S STARTUP PROCEDURE, TRAINING, AND PUMP PERFORMANCE TESTING. CONTRACTOR SHALL SUBMIT MANUFACTURER'S CERTIFIED STARTUP DOCUMENTATION TO THE ENGINEER FOR REVIEW. ELECTRICAL NOTES: 1. CONTRACTOR SHALL BE RESPONSILE FOR THE EXTENSION OF POWER FROM THE CEP. REFER TO ELECTRICAL DESIGN FOR DETAILS AND MATERIAL SPECIFICATIONS. 2. ALL ABOVE GRADE ENCLOSURES SHALL BE PAD LOCKABLE. 3. ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH ALL APPLICABLE STATE AND LOCAL CODES AND REGULATIONS; AND THE RECOMMENDATIONS AND REQUIREMENTS OF THE EQUIPMENT MANUFACTURERS. 4. NO ELECTRICAL SPLICES ALLOWED IN THE WETWELL. 5. ALL EXTERIOR CONDUITS SHALL BE UNDERGROUND AND SHALL BE INSTALLED PER 1996 NEC TABLE 300-5 AND TABLE 300-50 AND ARTICLE 300-6 (PROTECTION AGAINST CORROSION). 6. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING THE ALARM COMMUNICATION ANTENNA IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. 7. CONTRACTOR SHALL PROVIDE AN EARTH DRIVEN GROUND CONNECTION TO THE PUMP STATION AT THE MAIN GROUNDING LUG IN ACCORDANCE WITH NEC. CONTROL PANEL NOTES: 1. THE DUPLEX PUMP CONTROL PANEL SHALL INCLUDE ALL HARDWARE AND/OR SOFTWARE REQUIRED FOR ALL OPERATIONAL FUNCTIONS. 2. THE CONTROL PANEL SHALL BE UL LISTED AND TESTED AS AN INTEGRAL UNIT BY THE PUMP STATION MANUFACTURER. 3. ELECTRICAL CONTROL EQUIPMENT SHALL BE MOUNTED WITHIN A COMMON NEMA 4X STAINLESS STEEL, DEAD FRONT TYPE ENCLOSURE AND CLEARLY LABELED TO INDICATE FUNCTION. 4. PROPERLY SIZED HEAVY-DUTY CIRCUIT BREAKERS SHALL BE FURNISHED FOR EACH PUMP MOTOR. 5. NEMA RATED MAGNETIC STARTERS WITH UNDER VOLTAGE RELEASE AND OVERLOAD PROTECTION ON ALL THREE PHASES SHALL BE FURNISHED FOR EACH PUMP MOTOR. 6. CONTROL PANEL SHALL COME EQUIPPED WITH THERMAL MAGNETIC CIRCUIT BREAKER FOR ALL CONTROL CIRCUITS, PUMP MODE SELECTOR SWITCHES (H-O-A), SIX -DIGIT ELAPSED TIME METER, HIGH PUMP TEMPERATURE PROTECTION CIRCUIT, 115V SINGLE PHASE DUPLEX GROUND FAULT RECEPTACLE PROTECTED BY A THERMAL MAGNETIC CIRCUIT BREAKER AND MOUNTED ON THE SIDE OF THE PANEL, APPROPRIATELY SIZED STEPDOWN TRANSFORMER TO SUPPLY 115V AC SINGLE PHASE POWER FOR CONTROL AND AUXILIARY EQUIPMENT (IF REQUIRED), TRANSIENT VOLTAGE SURGE SUPRESSOR, PHASE MONITOR, AND PANEL HEATER. 7. THE PUMP STATION, AS FURNISHED BY THE MANUFACTURER, SHALL BE COMPLETELY WIRED, EXCEPT FOR POWER FEED LINES TO THE BRANCH CIRCUIT BREAKERS AND FINAL CONNECTIONS TO REMOTE ALARM DEVICES. 8. CONTROL CIRCUIT WIRING INSIDE THE PANEL, WITH EXCEPTION OF INTERNAL WIRING OF INDIVIDUAL COMPONENTS, SHALL BE 16 GAUGE MINIMUM, TYPE MTH OR THW, 600 VOLTS. POWER WIRING TO BE 14 GAUGE MINIMUM. MOTOR BRANCH WIRING SHALL BE 10 GAUGE MINIMUM. LIQUID LEVEL CONTROL NOTES: 1. THE LEVEL CONTROL SYSTEM SHALL START AND STOP THE PUMPS IN ACCORDANCE TO THE WET WELL LEVEL. UPON OPERATOR SELECTION OF AUTOMATIC OPERATION, A FLOAT SWITCH SHALL START ONE PUMP MOTOR WHEN WATER RISES TO THE "LEAD PUMP ON LEVEL". WHEN THE WATER IS LOWERED TO THE "PUMP OFF LEVEL", THE SYSTEM SHALL STOP THIS PUMP. THESE ACTIONS SHALL CONSTITUTE ONE PUMPING CYCLE. SHOULD THE WATER LEVEL CONTINUE TO RISE, AN ADDITIONAL FLOAT SWITCH SHALL START THE SECOND PUMP AFTER REACHING THE "LAG PUMP ON LEVEL" SO THAT BOTH PUMPS OPERATE TOGETHER. BOTH PUMPS SHALL STOP AT THE SAME "PUMPS OFF LEVEL". CIRCUIT DESIGN IN WHICH APPLICATION OF POWER TO THE LAG PUMP MOTOR STARTER IS CONTINGENT UPON COMPLETION OF THE LEAD PUMP CIRCUIT SHALL NOT BE ACCEPTABLE. 2. THE LEVEL CONTROL SYSTEM SHALL WORK IN CONJUNCTION WITH THE ALTERNATOR RELAY TO SELECT FIRST ONE PUMP, THEN THE SECOND PUMP, TO RUN AS "LEAD" PUMP. ALTERNATION WILL OCCUR AT THE END OF EACH PUMPING CYCLE. 3. A SEPARATE FLOAT SWITCH, AND INTRINSICALLY SAFE RELAY SHALL BE USED TO ALERT MAINTENANCE PERSONNEL TO A HIGH WATER LEVEL IN THE WET WELL. SHOULD THE WET WELL LEVEL RISE TO THE "HIGH WATER ALARM" LEVEL, THE FLOAT SWITCH AND INTRINSICALLY SAFE RELAY SHALL ENERGIZE THE ALARM SIGNAL. THE ALARM SIGNAL SHALL COMPLETE A 115 VOLT AC CIRCUIT FOR AN EXTERNAL ALARM DEVICE. AN INDICATOR, VISIBLE FROM FRONT OF CONTROL PANEL, SHALL INDICATE HIGH LEVEL CONDITION EXISTS. THE ALARM SIGNAL SHALL BE MAINTAINED UNTIL WET WELL LEVEL IS LOWERED AND ALARM CIRCUIT MANUALLY RESET. M 110 Series Details AC /n from Included option Carrier LED (solid green 120VAC to 12 VAC Board Connector Indicates unit Is online) �'.. transformer 12 VAC Input 01 Prom Transformer ...... RadialVaughterboard _ - _.._----- 12 VDC battery 12 VDC Batt. Input -- (included) Assembly 18 . 14 Gauge 12 VDC Aux. power out 12 VDC Aux. Output D to r 2 Wire DI3 9 Soria) Port Analog (for factory diagnostics) Radio Status LED Outdoor NEMA 4X enclosure: Transducer �' (should blink Front sun shield Transducer slowly when Output w°` online; exact 13.25"1 X 6.25"W X 13.75"h r'r Ni01a Digit , location may vary) (with sun shield) _ a LEDs Status LEDs O�:cut Uuiw2 Ovcui _OR_ - • Buzzer/ + Sounder output I To analog output - v ®' from PLC Default Assignments - Antenna y� Connection P°'np� Panalopen NEMA 1 enclosure: Inputs default to normally open. Runtimrr Use dry contacts only, q Alarm other Alarm y Output relays. Keyreader 11.375"1 x 3.5"w x 11.25"h NO common wire used on loop. 1- I Typically used In input Pump2 3Phasa conjunction with low Use indoors, wall mounting Runtime Trouble Voltage Interposing - 41 or or relays to remotely turn Alarm Other Alarm pumps on and off. j Pump 3� Pumpp 2 Runtime Trouble ■ or or Alarm Other Alarm HI h Watl Pump 1 I( w.�iLe�.l Troubl. Flatpak NEMA1 enclosure: otherrAlarm olheroAlarm Pof. L1 10.51 x 1.5"w x 7.75"h Wall or Mount ! Use inside MCC cabinet Technical Specifications Hardware: a CDMA: 1XRTT. • 8 supervised digital inputs; 3 configurable to runtime/starts accumulators. • 0.6 to 2 watt maximum transmit power and -112 dBm sensitivity. Option board expands digital inputs to 16. Data Frequency: • 2 analog inputs: 4-20 mA or 0-5 VDC, 10-bit resolution, 4 real-time a Digital alarm inputs and analog alarm set points: real-time. alarm set points per input. Option board expands analogs to 6. a Digital runtime inputs: summarized hourly. • 4 built-in alarms (AC, low battery, temperature and communications fail). a Built-in telemetry and analog inputs: reported hourly. • 1 electronic key reader for site activity tracking and service mode. Physical: • 3 remotely controllable, form C dry contact relay outputs a Operating temperature -20Fc to +160F°. (1 amp @ 12 VDC), SPDT, N.O./N.C. • Supervised 120 VAC to 12 VAC, 1.2 amp power supply with UL Hardware Options: Recognized Class 11 / Class III transformer. a Option Board - Digital Input (PN 650).* • 5 AH battery provides up to 40 hours of back up power. • Option Board - Analog Input and Pulse Input (PN 459).* • Includes Antenna Kit (PN R8005) with mounting bracket and 11' of a Option Board - Analog Output (PN 459).* cable. Omnidirectional outdoor antenna can be wall or pole mounted. a Option Board - Pulse Input (PN 463).* • 8 vertical LEDs for diagnostics. • Option Board - Analog Output and Pulse Input (PN 01000).* • Wet Well Module (PN 651). • 8 digital input LEDs display input status and wiring faults. a Refer to Option Board and Wet Well Module data sheets for • RJ45 connection for optional Wet Well Module (PN 651). specifications; additional accessories described in the Radio: Accessories brochure. • Units automatically self enroll with no startup delays. Radios make *One option board per RTU. live, continuous, encrypted socket connections with all data and alarms Software being "end -to -end" acknowledged. Mission does not use SMS "text" . Requires Service Package - M110 Series (PN 51X). messaging to transmit RTU data. a Optional SCADA Integration OPC Link (PN 586) to client/server HMI. • AT&T, Verizon and Sprint radios have 128-bit encryption. All useTCP Warranty: data transmission protocol. • GSM: HSPA+ (ATT 3.513 and lower) Penta band • RTUs include a 1 year manufacturing and material warranty. (850, 900, 1700, 1900, 2100 MHz). COMMU N [CATIONS (877) 993-1911 • sales@ 123mc.com • www.123mc.com ©2014 Mission Communications. The Mission Communications logo is property of Mission Communications. All Rights Reserved. Protected under patents 7,216, 145. Specifications subject to change without notice. Literature Code: M110-0914 Series XSGV-L Class I, Group D, Division 1 BARNES www.cranepumps.com Submersible Grinder XP 18t0 Manual inches (mm) 3" NPT / 10.80 (274) 5.55 1.13 (29) (141) 21.00 (533) 4.00 1-1/4" NPT (102) DISCHARGE 8.00 - (203) 3.87 (98) It MODEL NO PART NO HP VOLT/PH Hz RPM NEMA FULL LOCKED CORD CORD CORD (Nom) START LOAD ROTOR SIZE TYPE O.D CODE AMPS AMPS inch (mm) XSGV2022L 127325 2 230/1 60 3450 H 15.0 53.8 10/4 SOW 0.75 (19) XSGV2062L 127326 2 200/3 60 3450 J 11.0 42.0 10/4 SOW 0.75 (19) XSGV2032L 127327 2 230/3 60 3450 J 9.0 36.0 10/4 SOW 0.75 (19) XSGV2042L 127328 2 460/3 60 3450 J 4.5 18.0 10/4 SOW 0.75 19 XSGV2052L 127329 1 2 575/3 60 1 3450 J 1 3.2 14.4 10/4 1 SOW 0.75 (19) Moisture & Temperature sensor cord for all models is 18/5 SOW, .476 (12mm) O.D. NOTE: CONTRACTOR SHALL CONFIRM AVAILABLE ELECTRICAL SERVICE WITH ELECTRICAL DESIGN PRIOR TO ORDERING AND INSTALLING EQUIPMENT. IMPORTANT! 1.) MOISTURE AND TEMPERATURE SENSORS MUST BE CONNECTED TO VALIDATE THE UL LISTING. 2.) A NON -SPARKING BREAKAWAY FITTING MUST BE USED TO VALIDATE THE UL LISTING. 3.) A SPECIAL MOISTURE SENSOR RELAY IS REQUIRED IN THE CONTROL PANEL FOR PROPER OPERATION OF THE MOISTURE SENSORS. CONTACT BARNES PUMPS FOR INFORMATION CONCERNING MOISTURE SENSING RELAYS FOR CUSTOMER SUPPLIED CONTROL PANELS. 4.) THESE PUMPS ARE UL LISTED FOR PUMPING WATER AND WASTEWATER. DO NOT USE TO PUMP FLAMMABLE LIQUIDS. 5.) INSTALLATIONS SUCH AS DECORATIVE FOUNTAINS OR WATER FEATURES PROVIDED FOR VISUAL ENJOYMENT MUST BE INSTALLED IN ACCORDANCE WITH THE NATIONAL ELECTRIC CODE ANSI/NFPA 70 AND/OR THE AUTHORITY HAVING JURISDICTION. THIS PUMP IS NOT INTENDED FOR USE IN SWIMMING POOLS, RECREATIONAL WATER PARKS, OR INSTALLATIONS IN WHICH HUMAN CONTACT WITH PUMPED MEDIA IS A COMMON OCCURRENCE. SECTION 3C CRAN E PAGE z PUMPS &SYSTEMS DATE 4/17 a A Crane Co. Company USA: (937) 778-8947 • Canada: (905) 457-6223 • International: (937) 615-3598 100 5.62 in LL eo m � 40 3 in 20 0 1.5 1 ax z 0.5 0 1.5 I 1 • 0.5 C _71 0 1 1 1 1 1 1 1 1 1 I I 2.5 5 7.5 10 12.5 15 17.5 20 22.5 25 27.5 30 32.5 35 37.5 40 42.5 45 47.5 US gpm Temp. 104°F (40oC) Continous. Company: Timmons Group Crane Bames.60 Size: XSGV20*2L Name: Bruce Strickland Catalog: Crane Bames.60, Vers 3/11/19 Speed: 3450 rpm Date: 03/18/2019 Grinder XP - 3C - 3600 rpm Dia: 3 in INEff Design Point: 20 US gpm, 12.2 ft Curve: V84794 MR Static Head: 6.5 ft �tiALT�I {j� BRUCE W. O STRICKLAND JR. y Lic. No. 056612 M E 0 M o [V [V > E w (3 E LU QLL 0 L o r-, w O ro lcl� W M Qd J U 00 LLJ J - Lri Cin, > o M Np fV ('j W z O Z:3x C2 W LL- (J) _ >=N =U �LLn Q . c Ln Cr C) (V V) � M kb J � � U0 lY O (D O 0 w w_ U Q z O V) O CL O Z O z O U L0 w O U) w DATE 1131119 DRAWN BY A. CHIODINI DESIGNED BY B. STRICKLAND CHECKED BY B. STRICKLAND SCALE AS SHOWN I z O H 0 0 Q Y U U0 l z O U LLJ J Q LU m J Q l U _U L a --I W V) J H� Q LU 0 0 z Q U) LU O z LL D a- 0- LU U JOB NO. 40241 SHEET NO. PS-5 L-