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HomeMy WebLinkAboutSDP202000073 Plan - Revision 2021-01-19 (2)NOTES TAX MAP PARCEL AND OWNER INFO: PARCEL 08000-00-00-00900 HISTORIC HOTELS OF ALBEMARLE LLC 701 CLUB DRIVE KESWICK, VA 22947 PARCEL 08000-00-00-008ZO KESWICK CLUB LLC 701 CLUB DRIVE KESWICK, VA 22947 EXISTING ZONING: RA - RURAL AREAS SPECIAL USE PERMIT SP2018-001 APPROVED SDP-2018-016 MAGISTERIAL DISTRICT: RIVANNA EXISTING AREA: PARCEL 08000-00-00-008ZO = 161.66 AC. EXISTING IMPERVIOUS AREA = 0.75 ACRES PROPOSED IMPERVIOUS AREA = 1.00 ACRES LIMITS OF DISTURBANCE = 2.66 ACRES SOURCE OF SURVEY, BOUNDARY, AND TOPOGRAPHY: TUCK MAPPING SOLUTION, INC. 4632 AERIAL WAY BIG STONE GAP, VA 24219 (276)-523-4669 PROJECT #: L17-10405 AIRBORNE SURVEY CONDUCTED: 7/31/2017 INFRAMAP CORP 10365 CEDAR LANE GLENN 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: 25 FT SIDE: 25 FT REAR: 35 FT PROPOSED USE: SPA 10,664 SF BUILDING HEIGHT: 28 FEET EXISTING PARKING: 69 SPACES PARKING REQUIRED: 10 EMPLOYEES X 1 SPACE/EMPLOYEE = 10 SPACES 8 TREATMENT ROOMS X 2 SPACES/TREATMENT ROOM = 16 SPACES TOTAL SPACES = 26 TOTAL PARKING PROVIDED: 37 SPACES LOADING SPACES PROVIDED: EASTERN SIDE OF THE SPA BUILDING. ADA PARKING SPACES PROVIDED: 2 SPACES WETLAND IMPACTS: NONE UTILITIES: PRIVATE DRAINAGE DISTRICT: CARROLL CREEK - RIVANNA RIVER THERE ARE CRITICAL SLOPES LOCATED ON THE EASTERN SIDE OF THE PROJECT AREA. THERE ARE NO CONSTRUCTION ACTIVITIES PROPOSED WITHIN THE 100-YR FLOODPLAIN. STORMWATER NUTRIENT CREDITS: A TOTAL OF 1.09 LB/YR OF STORMWATER NUTRIENT CREDITS WERE PURCHASED AS PART OF THE ORIGINAL WPO PLAN (WPO 201800078 DATED 7-29-2019). PER THE PROPOSED WPO PLAN AMENDMENT #2 THERE WILL BE A SURPLUS OF 0.09 LB/YR QUALITY CREDITS ASSOCIATED WITH THIS SITE AVAILABLE FOR FUTURE DEVELOPMENT ON THIS PROPERTY. SEE WP0201800078 AMENDMENT #2 SHEET C6.0, DATED 11-9-2020, FOR ADDITIONAL INFORMATION. MINOR SITE PLAN AMENDMENT SUMMARY THE PROPOSED BUILDING FOOTPRINT HAS BEEN REDUCED FROM 17,400 SF TO 11,865 SF. THE LOADING DOCK CONFIGURATION HAS BEEN MODIFIED AND THE ACCESS DRIVE TO THE SOUTHER SIDE OF THE BUILDING HAS BEEN ELIMINATED. NINE (9) PARKING SPACES TO THE EAST OF THE BUILDING HAVE BEEN ELIMINATED. THIS UPDATE INCLUDES CHANGES TO THE SITE LAYOUT, UTILITIES, GRADING, PROFILES AND LANDSCAPE PLAN. KESWICK HALL SPA MINOR SITE PLAN AMENDMENT SDP-2020-73 COUNTY OF ALBEMARLE, VIRGINIA 01/18/2021 CI SITE LOCATION FOX HILL ROYAL ACRES 744 Keswick Q 736 zso EIGHTS MAGRUDER io as FITZWOOD W VICINITY MAP 111=20001 u o 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 KE rn vlaBcltf COUNTY OF ALBEMARLE Department of Community Development 401 McIntire Road, North Wing Charlottesville, Virginia 229024596 Phone (434) 296-5832 Fox (434) 9724126 July 24, 2018 Williams Mullen C/O Valerie Long 321 E. Main Strcet, Suite 400 Charlottesville, Va 22902 RE: SP201800001 Keswick Hall and Golf Club Dear Ms. long, On July 11, 2018, the Board of Supervisors took action on your special use permit request to Amend previously approved SP200800042 to relocate and expand the spa and fitness center, add a pool bar, expand the energy plant, add a new maintenance and laundry building, relocate the existing restaurant in a standalone building, and add a wing to the existing inn for 38 additional rooms (a total of 86 rooms). In addition, site changes to parking and circulation are proposed on Tax Map Parcels 080000000008Z.0; 080000000060A0; 08000000000900 in the Rivanna District. The Special Use permit was approved by the Board's adoption of the attached resolution and conditions. Please be advised that although the Albemarle County Board of Supervisors took action on the project noted above, no uses on the property as approved above may lawfully begin until all applicable approvals have been received and conditions have been met. This includes: • compliance with conditions of the SPECIAL USE PERMIT; • approval or and compliance with a SITE PLAN or a SITE PLAN AMENDMENT; and • approval of a ZONING COMPLIANCE. 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. Si�nJci�Metr�!e-ly/, Meg an Nedosmp, A1CP Principal Planner Planning Division Sheet List Table Sheet Number Sheet Title C0.0 COVER C 1.0 NOTES AND DETAILS C 1.1 NOTES AND DETAILS C 1.2 NOTES AND DETAILS C2.0 EXISTING CONDITIONS C2.1 DEMOLITION PLAN C4.0 LAYOUT AND UTILITY PLAN C5.0 GRADING AND DRAINAGE PLAN C5.1 GRADING SPOT SHOTS PLAN C6.2 STORMWATER DESIGN TABLES AND CALCULATIONS C6.3 STORMWATER SUMMARY PLAN C6.5 PERMEABLE PAVERS INSTALLATION AND MAINTENANCE C6.6 STORMWATER MANAGEMENT FACILITIES EASEMENT PLAN C7.0 PROFILES C7.1 PROFILES L1.10 MATERIALS PLAN L1.20 MATERIALS ENLARGEMENT PLAN L2.00 SITE DETAILS L2.10 SITE DETAILS L2.20 SITE DETAILS L3.10 TREE PLANTING PLAN L3.20 UNDERSTORY PLANTING PLAN L3.30 MITIGATION PLANTING PLAN L3.60 PLANTING DETAILS L2.01 SITE LIGHTING DETAILS L2.30 LIGHTING DETAILS SP LC1.01 SITE PHOTOMETRY SP LC1.02 SITE PHOTOMETRY PSSP LC1.03 SITE PHOTOMETRY P LC1.04 SITE PHOTOMETRY TOTAL SHEETS = 39 SIGNATURE PANEL DEPARTMENT OF COMMUNITY DEVELOPMENT. PLANNING & ZONING ENGINEERING INSPECTIONS ARCHITECTURAL REVIEW BOARD DEPARTMENT OF FIRE AND RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARTMENT OF TRANSPORTATION HEALTH DEPARTMENT RESOLUTION TO APPROVE SP 2018.01 KESWICK HALL 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 Hall and Golf Club ("SP 2019-0 1"); and WHEREAS, on May 22, 2018, after a duty 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 Plan dated June 11, 2018 that partially addressed the Planning Commission's recommendation about changes to the Conceptual Plan, however, the updated Conceptual Plan contained additional changes that were not considemd by the Planning Commission; and WHEREAS, on July 11, 2018, the Albemarle County Board of Supervisors held a duly noticed public hearing on SP 2018-01. NOW, THEREFORE, BE IT RESOLVED that, upon consideration of the foregoing, the staff report prepared for SP 2018-01 and all of its attachments, the information presented at the public hearing, and the factors relevant to a special use permit in Albemarle County Code § 18-33.8, the Albemarle County Board of Supervisors hereby approves SP 2018-0 1, subject to the conditions attached hereto, including Condition 41, which references the Conceptual Plan dated June 11, 2018 and the Narrative dated January 16, 2019, updated June 11, 2018. L Claudette K. Borgersen, do hereby certify that the foregoing writing is a true, correct copy of a Resolution duly adopted by the Board of Supervisors of Albemarle County, Virginia, by a vote of five to sro as recorded below, at a meeting held on July 11. 2018. Clerk, Board of ounty Supe rs A] e Nay Mr. Dill Absent Mr. Gallaway Y Ms. Mallek Y _ Ms. McKeel Y _ Ms. Palmer Y Mr. Randolph Y APPROVAL DATE SP-2018-00001 Keswick Hall and Goff Club Conditions 1. Development and use shall be in accord with the conceptual plan titled "Keswick Hall & Golf Club Special -Use Permit Plan" prepared by Hart Howerton and dated June 11, 2018 (hereafter "Conceptual Plan"), and narrative titled "Keswick Hall and Golf 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 water or sewerage system must be expanded to meet existing or future demand for residential users, the applicant shall seek and obtain all necessary approvals for expanding the system from the Virginia Department of Health, the Virginia Department of Environmental Quality, and the Albemarle County Board of Supervisors. Any expansion of the central water or sewerage system to meet existing or future demand for residential uses shall be solely for the use of residential users. 3. The applicant shall seek and obtain all necessary approvals by the Virginia Department of Health and Albemarle County Fire Rescue Department for a water system improvement to support dedicated internal fire protection as described in the "Water and Wastewater Facilities Plan 2017 Update for Keswick Hall & Golf Club" prepared by Timmons Group dated December 1, 2017 and revised March 19, 2018 (hereinafter the "2017 Water/Wastewater Plan') before a building permit for the proposed improvements described in Phase IA of the 2017 Water/Wastewater Plan may be issued. No certificates of occupancy for the improvements in Phase lA 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(Wastewi ter Plan before my building permit for the proposed improvements described in Phase IA of the aforementioned plan may be issued. No certificates of occupancy for the improvements in Phase lA 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 recorded unless the applicant demonstrates to the satisfaction of the Planning Director and County Engineer that the existing central water system permitted mid 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, M well as all existing improvements, associated uses, and platted lots, without compromising on -site and adjacent off -site well water supplies. Nothing herein shall guarantee approval of such amendment or permit. In making this demonstration, the application shall use test procedures approved by the Virginia Department of Health and the County Engineer. 6. Except for any restaurant and spa on the property open to the general public, Keswick Hall and its associated facilities shall be used only by the guests of the inn and their invitees, and members of the Keswick Country Club and their invitees. 7. In the event that the use, structure or activity for which this special use permit is issued is not commenced on or before July 11. 2020, it shall be deemed abandoned and the permit terminated. The term "commenced" means "construction of any structure necessary to the use of the permit". 8. All parking areas established or expanded after July 11, 2018 shall comply with a minimum 25-feet setback. 9. Keswick Road shall be the primary access. U CRAIG W J. KOTARSKI Lic. No. 0402048507 r$ 0I-18-21.��; M CD � O N v N C Q O > E W lu W m Q ►w P IL W -0 Lu°r� d LJ Uon W J -� a i O N C� W N � O o � tU_x U) = N N 2(l >i° a c rn O N N 7 r_ Cl) d tt 00 J C) W koH Of O 2 (D O off F- LU w w_ 2 U Q Z O of O r LA - (A z 0 zz 00 z C) ti ti ti z a G Z Z Z ti O IY QQ QLr) cop Z O \ W \ W \ W U) W > LU Q Q W Q Q zz�zz CL503� a a a a a zt L O C)O C)O O O ti O N w \ 111912020 DRAWN BY C. GAYNER DESIGNED BY A. ALLISON CHECKED BY C. KOTARSKI SCALE N/A LL Vl J 2 U Vl `W' i LLU 0 U JOB NO. 40241 SHEET NO. C0.0 N d 7 �0 0 o O Z m0 -22 0 C to o C C m m C 0- 0 =) U 0 c = m 0 3 Z Z w 0 a � n x m m 0 m 0 > C Y N Y N U a)C a) 0 m Fi s � m noC C 0 N U C 0 m E 'o � C U 4 O � T C a :? a m U N C 0 to U C m N C C C O to U o 0 m L L GENERALNOTES GENERAL CONSTRUCTION NOTES FOR EROSION AND SEDIMENT CONTROL ALBEMARLE COUNTY FINAL PLAN GENERAL NOTES General Construction Notes 1 2. 3. 4. 5. 6. 7. 8. 9. Albemarle County Engineering Final Plan General Notes Page 1 of 4 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. All materials and construction methods shall conform to current specifications and standards of VDOT unless otherwise noted. 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. All slopes and disturbed areas are to be fertilized, seeded and mulched. The maximum allowable slope is 2:1 (horizontalwertical). Where reasonably obtainable, lesser slopes of 3:1 or better are to be achieved. 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. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic Control Devices. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe - Class III. All excavation t on for underground i g pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR Part 1926). CONTRACTOR SHALL PROVIDE ALL INFORMATION REQUIRED FOR CONSTRUCTION RECORD DRAWINGS: �z�` COUNTY OF ALBEMARLE 8 � Department of Community Development � Construction Record Drawings (As -built) for VSMP The following is a list of information required on construction record drawings for stormwater facilities (reference Water Protection Ordinance 17-422). It is preferable that the construction record drawing be prepared by someone other than the designer. Please do not provide design drawings as construction record drawings. A. A signed and dated professional seal of the preparing engineer or surveyor. B. The time and address of the firm and individual preparing the drawings on the title sheet. C. The constructed location of all items associated with each facility, and the inspection records to verify proper dimensions, materials and installation. The items include, but are not limited to the following: 1. Inspection Records and photographs for pipe trenches and bedding, including underdrains. 2. Video Pipe Inspection for any pipes which are not accessible or viewable. 3. Updated Location with geo-coordinates of all facilities. 4. Verified Drainage Area maps for the drainage area treated, and for drainage to the facilities. 5. Current physical and topographic survey for all earthen structures. Ponds should include a survey of the pond bottom. Surveys should verify pond volumes are per design. Corrections may be required for alterations from the design. 6. Plants, location and type. 7. Plans and profiles for all culverts, Pipes, Risers, Weirs and Drainage Structures - Display the installed type of drainage structures, culvert/pipe size, weirs, materials, inlets or end treatment(s), inlet and outlet protection, alignment and invert elevations compared to design. 8. Computations: For significant deviations from design, provide sealed computations verifying that the as -built condition is equivalent or better than design. 9. Ditch Lines - Display the constructed location of all ditch lines and channels, including typical sections and linings. 10. Easements - Show all platted easements with dead book references labeled. Facilities and drainage must be within platted easements. Provide copies of recorded documents. 11. Guardrail, fences or other safety provisions - Display the constructed location of all safety Provisions; fences, guardrail, including the type, length and applied end treatments, compared to design. 12. Material layers - biofilter media, stone layers, sand layers, keyways and cores must be verified as to material types and depths. Include inspection reports, boring or test pit reports and materials certifications. Biofrlter media must be an approved state mix. 13. Access roads - show location of access roads, surface treatment, drainage, etc, as applicable. 14. Compaction reports are required to verify fill compaction in dams. 15. Manufacturers certifications for proprietary BMP's certifying proper installation and functioning. 1. CONTRACTOR SHALL COORDINATE ALL REQUIREMENTS FOR AS BUILT DOCUMENTATION, AS REQUIRED BY THE LOCALITY. THIS INCLUDES, BUT IS NOT LIMITED TO, TESTING, INSTALLATION DOCUMENTATION, SURVEY, ETC. ALL REQUIREMENTS SHALL BE DISCUSSED WITH THE LOCALITY PRIOR TO BEGINNING CONSTRUCTION. 2. ALL MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION'S SPECIFICATIONS AND STANDARDS. 3. PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR SHALL CONSULT THE ENGINEER AND VERIFY THE APPROVAL OF THE PLANS BY ALL FEDERAL, STATE AND LOCAL AGENCIES. 3. LAND USE PERMITS (LUP-A) MUST BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION PRIOR TO BEGINNING ANY CONSTRUCTION WITHIN THE EXISTING STATE MAINTAINED RIGHT OF WAY (INCLUDING ACCESS). 4. VDOT IS TO RECEIVE WRITTEN NOTIFICATION 48 HOURS PRIOR TO COMMENCING WITH INITIAL CONSTRUCTION ACTIVITIES. 5. THE CONTRACTOR SHALL VERIFY THE ELEVATIONS OF ALL POINTS OF CONNECTION OR PROPOSED WORK TO EXISTING CURBS, SANITARY LINES, WATERLINES, ETC, PRIOR TO CONSTRUCTION. 6. UPON DISCOVERY OF SOILS THAT ARE UNSUITABLE FOR FOUNDATIONS, SUBGRADES, OR OTHER ROADWAY CONSTRUCTION PURPOSES, THE CONTRACTOR SHALL IMMEDIATELY CONTACT THE OWNER. THESE AREAS SHALL BE EXCAVATED BELOW PLAN GRADE AS DIRECTED BY THE OWNER'S REPRESENTATIVE, BACKFILLED WITH SUITABLE MATERIAL AND COMPACTED IN ACCORDANCE WITH SPECIFICATIONS. 7. ALL STORM SEWER DESIGN AND CONSTRUCTION TO BE IN ACCORDANCE WITH VDOT STANDARDS. 8. ALL STORM SEWER PIPE SHALL BE REINFORCED TONGUE AND GROVE CONCRETE PIPE IN ACCORDANCE WITH ASTM-C-76. PIPE WITHIN THE RIGHT OF WAY SHALL BE MINIMUM CLASS III OR GREATER IN ACCORDANCE WITH CURRENT VDOT STANDARDS AND SPECIFICATIONS. 9. IF PRE -CAST UNITS ARE TO BE USED, VDOT SHALL BE NOTIFIED AND THE MANUFACTURER SHALL SUBMIT DRAWING DETAILS FOR REVIEW. CERTIFICATION AND VDOT STAMP WILL BE REQUIRED ON ALL UNITS. 10. ALL CONCRETE SHALL BE A3-AE (AIR ENTRAINED 3,000 PSI), UNLESS OTHERWISE NOTED. 11. ALL ENTRANCES ARE TO BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH CURRENT VDOT STANDARDS. 12. DESIGN CHANGES, SPECIFIED MATERIALS CHANGES AND/OR FIELD CHANGES FROM THE APPROVED PLANS NEED TO BE RESUBMITTED TO THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK. A LETTER OF EXPLANATION SHALL ACCOMPANY THE REVISED PLANS AND/OR THE DRAINAGE CALCULATIONS, WHICH MUST BE SUBMITTED AND APPROVED BY THE ENGINEER. 13. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES SHOWN ON PLANS IN AREAS OF CONSTRUCTION PRIOR TO STARTING WORK. CONTACT ENGINEER IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT FROM THAT SHOWN ON PLAN. IF THERE APPEARS TO BE A CONFLICT, AND/OR UPON DISCOVERY OF ANY UTILITY NOT SHOWN ON THIS PLAN, CALL MISS UTILITY OF CENTRAL VIRGINIA AT 1-800-552-7001. THE OWNER SHALL BE RESPONSIBLE FOR THE RELOCATION OF ANY UTILITY WITHIN EXISTING AND/OR PROPOSED RIGHT-OF-WAY REQUIRED BY THE DEVELOPMENT. 14. CASING SLEEVES SHALL BE PLACED AT ALL ROAD CROSSINGS FOR GAS, POWER, TELEPHONE AND CABLE TV SERVICE TRUNK LINES. (N/A) 15. THE INSTALLATION OF SEWER, WATER, AND GAS MAINS (INCLUDING SERVICE LATERALS AND SLEEVES) SHALL BE COMPLETED PRIOR TO THE PLACEMENT OF AGGREGATE BASE COURSE. 16. VDOT & ALBEMARLE COUNTY APPROVAL OF CONSTRUCTION PLANS DOES NOT PRECLUDE THE RIGHT TO REQUIRE ADDITIONAL FACILITIES AS DEEMED NECESSARY. 17. VDOT SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE AND PERFORMED THE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY SURFACE COURSE(S). CONTACT THE OWNER'S REPRESENTATIVE FOR INSPECTION FOR THE AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE COURSE(S). 18. A PRIME COAT SEAL BETWEEN THE AGGREGATE BASE AND BITUMINOUS CONCRETE WILL BE REQUIRED AT THE RATE OF 0.30 GALLONS PER SQUARE YARD (REC-250 PRIME COAT) PER VDOT STANDARDS AND SPECIFICATIONS. 19. THE SCHEDULING OF AGGREGATE BASE INSTALLATION AND SUBSEQUENT PAVING ACTIVITIES SHALL ACCOMMODATE FORECAST WEATHER CONDITIONS PER SECTION 315 OF THE ROAD AND BRIDGE SPECIFICATIONS. 20. THE OWNER'S REPRESENTATIVE SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE AND PERFORMED THE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY SURFACE COURSE(S). CONTACT THE OWNER FOR INSPECTION FOR THE AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE COURSE(S). 21. A GEOTECHNICAL ENGINEER IS TO ASCERTAIN CAUSE AND CERTIFY RECOMMENDED METHOD OF REPAIR FOR ALL PAVEMENT STRUCTURAL FAILURES PRIOR TO STATE ACCEPTANCE. (N/A) 22. ALL VEGETATION AND ORGANIC MATERIAL IS TO BE REMOVED FROM THE PROPOSED PAVEMENT LIMITS PRIOR TO CONDITIONING OF THE SUBGRADE. 23. CERTIFICATION AND SOURCE OF MATERIALS ARE TO BE SUBMITTED TO THE OWNER'S REPRESENTATIVE FOR ALL MATERIALS AND BE IN ACCORDANCE WITH THE ROAD AND BRIDGE SPECIFICATIONS, AND ROAD AND BRIDGE STANDARDS. 24. APPROVAL OF A DETAILED CONSTRUCTION SEQUENCING/MAINTENANCE OF TRAFFIC NARRATIVE FOR THE WORK ZONE IS A PREREQUISITE FOR ISSUANCE OF A LAND USE PERMIT ALLOWING ACCESS TO AND CONSTRUCTION WITHIN VDOT MAINTAINED RIGHT OF WAY. (N/A) 25. GRADE LINES ON PROFILES DENOTE FINISHED GRADE OF CENTER LINE OF ROAD. (N/A) 26. ALL APPROACH GUTTERS TO SAG INLETS SHALL MAINTAIN A MINIMUM SLOPE OF 0.004 ft./ft. 27. WHERE A TYPE "B" NOSE IS SPECIFIED ON AN INLET IN CONJUNCTION WITH ROLL FACE CURB AND GUTTER OR CG-7, THERE SHALL BE A 20' TRANSITION ON EACH SIDE OF THE INLET. (N/A) 28. CONTRACTOR SHALL PROVIDE A SEQUENCE OF CONSTRUCTION/MAINTENANCE OF TRAFFIC PLAN IN ACCORDANCE WITH THE STANDARDS AND GUIDELINES CONTAINED IN THE 2011 EDITION OF THE VIRGINIA WORK AREA PROTECTION MANUAL FOR REVIEW BY THE ENGINEER, OWNER'S REPRESENTATIVE, AND VDOT PRIOR TO STARTING WORK THAT IMPACTS TRAFFIC ON STATE ROADS. 29. ALL NEW HANDICAP ACCESSIBLE REQUIREMENTS ON -SITE AND WITHIN ALL NEW STRUCTURES SHALL COMPLY WITH THE 2006 UNIFORM STATEWIDE BUILDING CODE, 2006 VIRGINIA CONSTRUCTION CODE, AND ICC/ANSI All 17.1-03. 30. THE CLEAR ZONE IS TO BE FREE OF STORED MATERIALS AND PARKED EQUIPMENT. 31. HORIZONTAL AND VERTICAL SIGHT DISTANCES SHALL BE FREE OF PARKED VEHICLES. 32. ALL EXCAVATED AREAS WITHIN THE CLEAR ZONE THAT HAVE A DEPTH GREATER THAN 6" SHALL HAVE A 6:1 STONE WEDGE PLACED AT THE END OF THE DAY 33. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT OF WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND MUST BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL:VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). 10. RETAINING WALLS GREATER THAN 3 FEET IN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. WALLS EXCEEDING 4 FEET IN HEIGHT REQUIRE A STAMPED ENGINEERED DESIGN ALSO. WALLS REQUIRE INSPECTIONS AS OUTLINED IN THE USBC. 11. ALL WATER LINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL INSPECTION PERFORMED BY THE BUILDING DEPARTMENT. BLASTING NOTES 1. BLASTING SHALL NOT BE PERMITTED ON THIS PROJECT. ALBEMARLE COUNTY STORMWATER MANAGEMENT NOTES 1. ALL DAMS AND CONSTRUCTED FILL TO BE WITHIN 95% OF MAXIMUM DRY DENSITY AND 2% OF OPTIMUM MOISTURE CONTENT. ALL FILL MATERIAL TO BE APPROVED BY A GEOTECHNICAL ENGINEER. A GEOTECHNICAL ENGINEER IS TO BE PRESENT DURING CONSTRUCTION OF DAMS. 2. PIPE AND RISER JOINTS ARE TO BE WATERTIGHT WITHIN STORMWATER MANAGEMENT FACILITIES. 3. FOR TEMPORARY SEDIMENT TRAPS OR BASINS WHICH ARE TO BE CONVERTED TO PERMANENT STORMWATER MANAGEMENT FACILITIES; CONVERSION IS NOT TO TAKE PLACE UNTIL THE SITE IS STABILIZED, AND PERMISSION HAS BEEN OBTAINED FROM THE COUNTY EROSION CONTROL INSPECTOR. 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) 23. NEW RETAINING WALLS 3 FEET AND HIGHER REQUIRE A SEPARATE BUILDING PERMIT. IF RETAINING WALLS ARE WITHIN MANAGED CRITICAL SLOPES, THE DESIGN MUST COMPLY WITH ALBEMARLE COUNTY CODE CHAPTER 18 SECTION 30.7.5. LEGEND ROADS SEWER TRAFFIC STOP BAR EXISTING SANITARY SEWER STORM PIPE & STRUCTURE NO. �® DROP INLET & STRUCTURE NO. S-SAN-0-0PROPOSED SANITARY SEWER CURB O PROPOSED SANITARY SEWER LABEL 0 CURB & GUTTER WATER DRY CURB & GUTTER - EXISTING WATER LINE PROPOSED PAVEMENT 60 W PROPOSED WATER LINE PAVED DITCH 8 60 W PROPOSED VALVE - JUTE MESH DITCH ITI- 6' W PROPOSED TAPPING SLEEVE CENTERLINE OF DITCH BENCH MARK PROPOSED FIRE HYDRANT (COMPLETE) CLEARING LIMITS GRADING T R-1 VDOT STANDARD STOP SIGN TC = TOP OF CURB BC = BACK OF CURB - - 200 - -- EXISTING CONTOUR EP = EDGE OF PAVEMENT TW = TOP OF WALL 200 PROPOSED CONTOUR BW = BOTTOM OF WALL TS = TOP OF STAIRS +240.5 EXISTING SPOT ELEVATION BS = BOTTOM OF STAIRS TC 240.5 PROPOSED SPOT ELEVATION HP = HIGH POINT LP = LOW POINT 1Q PARKING COUNT FIFE = FINISHED FLOOR ELEVATION N/A = NOT APPLICABLE TO THIS PROJECT U CRAIG Wll I. KOTARSKI Y Lic. No. 0402048507 r$ 0I-18-21.��; M E 0 o N � N C > E w a) E +- LU tj 3 LL o p ` w 0 W t M a�Uop w J -Ln C:) N Lu v Z� =x to �Cein X oa =� c U 'D = > in H c � rn NN � M a� CO J o w kDH Z 0 PME 00 O Ul) Lf) Ul) V) U) V) 2 Z Z W W W 0 C) C) OZ Z Z Z ti w Q. a 4 m C) z \\ \V) O U') W W W W > Z Z Z Z w 0 0 C) O W W W W Q Q W Q Q 2ZI-ZZ 0�5 Q. a a Q. a Cn Er) g En- �i 0C) 00 w \N 4NN Q r.400 ti ti ti ti DATE 111912020 C. GAYNER DESIGNED BY A. ALLISON CHECKED BY C. KOTARSKI SCALE N/A Q Z I --I w J >r Q i Z 0z O Q U '-' w Q w ' ^ �J, W coO J w Qz JOB NO. 40241 SHEET NO C1.0 a) O to 3 0 0 O n n T C to O a) o N _ a) 6 C to L C C to to n c 0 s F. v d n =O v � O (7 dZ �Z mO 02 c � to w e o c2 c a) to N 08 O C K m O 3 Z N O m c� O. L a) a) o w O 0.m a)to c to Y = N U a) O a) N N m toU pCp C E = c U n1 Om � c v :o 10 a U o d w •- N O l0 U toC Cto 8 C `o 0 to a) a) L N L NOTES: 1. SEE LANDSCAPE DRAWINGS, SHEET L2.00 & L2.10 FOR EXTERIOR STAIR AND HANDRAIL DETAILS. 2. SEE CIVIL PLAN SHEETS FOR RISER HEIGHT. EXTERIOR STAIRS No Scale FLUSH CURB (BROOM FINISH) 12" MAX. 4" 21 B STONE 4" PVC PERFORATED UNDERDRAIN RIVER STONE (12" DEPTH) GEOTEXTILE FABRIC DENOTES GRAVEL FILTER STRIP ON PLANS GRAVEL FILTER STRIP DETAIL No Scale NOTES: 1. PROVIDE SHOP DRAWINGS FOR HANDRAIL FOR REVIEW PRIOR TO CONSTRUCTION. 2. REFER TO DETAILS BY NELSON BYRD WOLTZ FOR ADDITIONAL INFORMATION RELATED TO RAIL, POSTS, FOOTINGS, FINISHES AND INSTALLATION. 3. REFER TO CIVIL DRAWINGS FOR SPOT ELEVATION INFORMATION. HANDRAIL (SEE ARCH / LANDSCAPE PLANS) 3' .;_� IIAl1E a e!! CONCRETE SIDEW) SEE CIVIL DETAIL POST FOOTING. SEE DETAIL BY NELSON BYRD WOLTZ (TYP.). ADA RAMP AND HANDRAIL DETAIL No Scale 18' PARKING (REFER TO SHEETS C4.00 FOR LOCATION) UNDERDRAIN PIPE PERMEABLE PAVERS SECTION - LEVEL 1 No Scale 30" MIN COVER FROM FINAL GRADE FABRIC (TENAX MS220B OR TYPICAL (2) SCH. 40 PVC DUCT BANK SECTION DETAIL No Scale 1-1/2" PERMEABLE SETTING BED AGGREGATE 4" 21 B STONE 9.75" #57 STONE COMPACTED SUBGRADE SLOPE TO UNDERDRAIN REFER TO DOMINION POWER DESIGN STANDARDS FOR DUCTBANK AND PRE -CAST COMMS MANHOLE TYPICAL BACKFILL GENERIC COMMS DUCTBANK W/ (2) 4" SCH. 40 PVC CONDUITS SHOWN. CONIC. ENCASEMENT SHALL BE 3,000 PSI MIN, THREE INCH ENVELOPE OF CONIC. SURROUNDING. REFER TO DOMINION POWER DESIGN STANDARDS. (TYP.) REFER TO DOMINION POWER DESIGN STANDARDS FOR DUCTBANK AND COMMS MANHOLE TYPICAL BEDDING CONCRETE BUMPER BLOCK ANCHOR WITH 5/8" REBAR IMBEDDED 24" IN GROUND HANDICAP SIGN HANDICAP SIGN LOCATION (VAN) LOCATION (TYP.) 0 0 0 PAINTED PER 2% MAX. 18' 4„ VDOT SPEC. 8' 1 5' 8' 1 8' 1 8' 1— TYPICAL VAN F ACCESSIBLE ACCESSIBLE HANDICAP SPACES TYPICAL PARKING SPACE DETAILS No Scale BOLLARD DETAIL No Scale `EDGE OF PAVEMENT 4" PAINTED STRIPE (TYPICAL) { ' REGULAR SPACE 4" DIAMETER STEEL PIPE FILLED WITH CONCRETE. BOLLARD SHALL BE PAINTED YELLOW PAVEMENT 2'-0" DIAMETER CONIC. FOOTING 3,000 PSI @ 28 DAYS LTOW NLTY PmTY 11 - $500 FrE $m -=500 RF AWAY ZOhE TOW AWAY Z w TVAN 6' ABOVE ACCE881BLE 6' ABOVE FINISHED FINISHED GRADE GRADE SPACES SHALL BE IDENTIFIED BY ABOVE GRADE SIGNS AS RESERVED FOR PHYSICALLY DISABLED PERSONS. PROVIDE ONE (1) R-7-8 SIGN AT EACH PARKING SPACE INDICATED ON SITE PLAN. SIGN SHALL BE ALUMINUM (PAINTED WHITE) WITH GREEN LETTERS AND INTERNATIONAL WHEELCHAIR SYMBOL. SIGN SHALL BE PLACED ON STEEL POST 1-1/2" O PAINTED BLACK SET IN MIN. 2' OF CONCRETE. VA. SIGN FOR THE DISABLED ON 0.80 GAUGE ALUMINUM. COLORS: GREEN BORDER & LEGEND, BLUE SYMBOL FOR ACCESSIBILITY, WHITE BACKGROUND. PARKING SIGNS FOR THE DISABLED No Scale 2' FROM FACE OF CURB 1 _7-1/2" 6' LENGTH NCHOR WITH %" REBAR ABEDDED 24" IN GROUND, PER WHEEL STOP PRECAST CONCRETE WHEEL STOP No Scale PLAN R SPECIFICATIONS 3rx=xl' HT: 46.20 OL LEDSTRENGTH: 3Yf PSI 1: HOPENPCCVOLYMER R: BUCK URBANGREEN PLASM PAVER GRASS SURFACE CELLS RULED WITH FREE WINNING -G�RMW MEDIUM SAW. URSANGREEN PLASTIC PAVER PREPARED SUBBASE GEOGRID OR N'NLWOVEN GEOTEXTEE PREPARED SOBGRAOE SECTION GENERAL USE AND REFERENCE ONLY, AND IS NOT SITE SPECIFIC. ii•i•i•i•iiiii•i•i•i•i � • • - � • ' TOP OF CURB THE DEPTH OF CURB MAY BE A MINIMUM OF 13" AND A MAXIMUM OF 19" VDOT A-3 CONCRETE 1 4" MIN. CONTINUE STONE BASE FROM ADJACENT PAVEMENT SECTION UNDER CURB VDOT STANDARD CG-3 No Scale COMPACTED SUBGRADE CONCRETE SIDEWALK JOINT DETAIL No Scale CURB TRANSITION DETAIL No Scale TABLE 1: TYPICAL SUB -BASE (D) THICKNESS REQUIREMENTS W/ GEOGRID (D)SUB-WE APPLICATK)NILOAD ' CBR STRENGTH OF THICKNESS (IN.)(SEE GEOGRID SUBGRADE SOIL NOTE 3) (SEE NOTE I) 5 5 TS FIRETRUCKAND 46 7 TXS OCCASIONAL HEAVY VFHK:LE ACCESS 2i 11H3 IGO IQ ISO, TOT B 5 IDA L 5 TX5 ACCESS AND $NLLWER LAR DID TXT PARTING 14 WIG TIC GENERAL WIFE I. FLDNTECH GEOGRID IS WITTED. THEN THE TOTAL 8UHEAGE LAYER THICKNESS MUST BE INCREASED BY A. IF SUBGRADE SOIB AREIMPERMEABLE AND NO GEOGRIDIS USED. ANONWOVENGEOTEME VURECYCLED CONTEM N RECOMMENDED AND SHOULD RAVE 3. AUGNWOR D"INISREQUIRED EQIRE USE EO NC HDIAMETER PE IAEEPflERFOSROAUTPEEDD INCHI. PIPE ATMINIMUMGRADIENT T:LA,BE ON GRAVEL N THEN CHBKNLLEPWTPENWANGUDNCW"AWNGEOTFARICAGTOAWWSLE OUTFCECRBIMTIOAR. DRNNSPLACEDDWCENTEROfl EMEOFACLWROUTESUPTOIB.S".MDE.MER AREBMYREWWADDRbNEIX8AT18SF.-33FT.LENERS DNMGDNBYBPECFIERABEDONBECFICGOUND LB SE SHON 9TE. A SUBBASE BHOULD BEASANDY GRAVEL MATERIAL FROM LOCAL SOURCES C0lMAONLY USED TITHE PREPANATION OFAROAD BASE AND WAIMYAYS SlIBB45E GMVELAGGREWTE TO BE'/.NITER MINUS CRUSHED ROCK WITHW MORE THAN 3%PASSING THEMW NEVI MATERIAL SHOULD BE PEARLY NEUTRAL MPH. d. URBANGREEN PAVER, GEOGRID AND GEOTEXTLES BY CONDECH ENGINEERED SOLUTIONS 8DS92542 O NSTALLANON NOTES A THE CONTRACTOR SHALL COMMENCE THE WORK AFTER ENTIRE SUBGRADE HAS BEEN NNE GRADED AND COMPACTED TO SPECIFIED TOLERANCE B INSTALL SUBBASE COURSE MATERIAL OVER PREPARED SUBGRADE TO ELEVATICMS AND DEPTHS SHOJMON PUN NSTALLMATERNLN LIFTS THAT DO NOT EXOEEDd NICHES. OOMPAOTING EACH NFT TO0%MODFIED PROCTOR DENSITY. G USE CDNNECTCNS FRONDED TO MNNTAN PROPEq SPACINGIWO R)NTEgLOCHTNE PAVEgS D. PAVER PANELS TO BE INSTALLED WDH THE URGER CLOVER OPENING FACING DOMI. PAVER MATERIAL SHOULD BE COVERED IF EXPOSED TO SUN AMC OUTSIDE ELEMENTS FOR MORE THAN 3D DAYS E PAVERSCANBEWTUSINGAHANDORPOWERSAWTONTARWNDCBSTRUCTCNSANDCONDWRS PIECESWHMAIAREI£SSTHAN HALF THE ORIGNM SIZE SHOULD NOT BE USEM F. FILL PAVERS NITH THE SPECIFIED MID. NLL MATERIAL SHALL BE INSTALLED TO THE TOP OF THE PAVER AND NO HIGHER TIWN INdNCH ABOVE THE TOP OF THE PAVER ONCE THE FILL MATERIAL IS INSTALLED USE A LIGHT VIBRATING PLATE TO CONSOLIDATE THE PAVERS AND TO SETTLE THE ROOTZOW WILL G. CARRYOUTSOO PLACEMENT OR SEEDING, FERTLIZNG AND WATERING PROGRAM. AVERYLIGHTTCPDRESSNG MAY BEAPPUEDTO JUSTCOVERTHE SEED AND TOPRONDE ADEWATE GERMBLATDN CWDITIONS. N DISPREFERABI. N.LOW THE GgA55TOFULLYESTABLISHPRIORTOVEMCLETRAFMG -2" R "R TYPE 21-B AGGREGATE BASE COURSE COMPACTED SUBGRADE CONTROL JOINT SPACED AT WIDTH OF WALK EXPANSION JOINT AT MAX OF 100', WITH PREMOLDED EXPANSION FILLER CONIC. WALK 4" 21-B STONE 2" R 4" CONIC CURB AND GUTTER CLASS 3A, (Fe=3,000 PSI) CONCRETE 6„ j IRA—� / d e ° 13" j ° a °. a 4. ° ° 7„ / ° . Q 4 ° 4 r 4" MIN. 1�6" 1 6" CONTINUE 21 B STONE COMPACTED BASE FROM ADJACENT SUBGRADE PAVEMENT SECTION UNDER CURB VDOT STANDARD CG-6 CURB & GUTTER No Scale NON -SLIP BROOM FINISH VARIABLE WIDTH' MAX. CROSS SLOPE 2% d.^ °. COMPACTED SUBGRADE 4" 3,000 PSI AIR -ENTRAINED CONCRETE 4" TYPE 21 B STONE COVER DENOTES CONCRETE SIDEWALK PAVEMENT ON PLANS NOTE: SIDEWALKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH VDOT STANDARDS. THE COLOR OF ALL FLATWORK SHALL BE "UVA CANVAS" CONCRETE SIDEWALK PAVEMENT SECTION No Scale EXPANSION JOINT WITH REMOLDED EXPANSION FILLER, "ZIP STRIP" OR EQUIV., SEAL WITH SILICONE SEALANT 1/4" SEALANT NON -SLIP BROOM FINISH WWF 6x6 W2.9xW2.9 2" 10" 3,000 PSI AIR ENTRAINED PORTLAND d CEMENT CONCRETE 6" TYPE 21A STONE COVER COMPACTED SUBGRADE (CBR 11.2) DENOTES CONCRETE SERVICE AREA PAVEMENT ON PLANS NOTE: THE COLOR OF ALL FLATWORK SHALL BE "UVA CANVAS" HEAVY DUTY CONCRETE SECTION No Scale U CRAIG W.1, KOTARSKI Lic. No. 0402048507 r� 0I-18-21.��; M E 0 0 U N � N � > E W _r! o0 0 ~ W w 3:tj � V) N 3 U. �2 3 ti ti ti o U. ca en m O: 00 m o0 a_jva0o J —U.; Lf)U) ul) W d > �O N ^I v Z W W Z W W Z V �=x Z .� p QO OZ oCe � ww w ~ O Ln 2 @ ry a Q Q Q H U a 4LLI a 4 ca O N C) CO CO O W W W W w 0 0 Q O W W W W Q Q U Q Q 2ZI-ZZ 0-00Q_5 4 a a 4 a O LD O 00400 ZzaZz 0 w wOONY-Iti = w ONO O Q N\�\\ o Q rn co ~ U) ti ti ti ti > DATE K D O } 111912020 DRAWN BY C. GAYNER • DESIGNED BY • A. ALLISON • CHECKED BY C. KOTARSKI • • SCALE IL 0 SIGNAGE NOTES: 1. ALL SIGNING AND PAVEMENT MARKING SHALL BE IN ACCORDANCE WITH THE MOST CURRENT EDITION OF EACH OF THE FOLLOWING AND ANY REVISION THERE TO: A. MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. HEAVY DUTY ASPHALT PAVEMENT SECTION B. THE VIRGINIA SUPPLEMENT TO THE MANUAL ON UNIFORM TRAFFIC J SECTION CONTROL DEVICES. No Scale C. THE VIRGINIA DEPARTMENT OF TRANSPORTATION ROAD AND BRIDGE SPECIFICATIONS. D. THE 2000 INTERNATIONAL FIRE CODE. 2. SIGN LOCATIONS ARE APPROXIMATE AND ARE TO BE MODIFIED IN THE 2.0" BITUMINOUS CONCRETE SURFACE COURSE - SM-9.5A FIELD TO AVOID CONFLICT WITH UNDERGROUND UTILITIES OR OTHER CONSTRUCTIONS, AND TO COMPLY WITH STANDARDS REFERENCED IN 8" TYPE 21B AGGREGATE BASE COURSE NOTE 1 ABOVE. 3. ALL SIGNS AND PAVEMENT MARKINGS ARE TO BE FURNISHED AND \//\\//\\///\\/� COMPACTED SUBGRADE INSTALLED BY THE CONTRACTOR. ALL SIGNS TO BE FURNISHED AND INSTALLED WITH STANDARD U POST GALVANIZED BY THE CONTRACTOR. DENOTES LIGHT DUTY ASPHALT PAVEMENT ON PLANS SOLID WHITE LINE 24" STOP `�P' 12' LIGHT DUTY ASPHALT PAVEMENT SECTION STD. (VARIES) No Scale R1-1 F NOTE: STOP SIGNS TO BE 30" WITH STOP BAR DETAIL TOP OF CURBj�'�, HIGH INTENSITY SHEETING NO SCALE SURFACE.:::... SOLID WHITE LINE \��\�� BASE 12° 61 \/\/\ � VDOT A-3 CONCRETE SUBBASES 2' 2' CONTINUE 21B STONE BASE (TYP.) (TYP.) FROM ADJACENT PAVEMENT SECTION UNDER CURB STRIPING AND SIGNAGE DETAIL FLUSH CURB No Scale No Scale -.0" ASPHALTIC CONCRETE SURFACE ;OURSE - SM-9.5A .0" INTERMEDIATE BASE COURSE - BM25.0 " TYPE 21-B AGGREGATE SUBBASE COURSE COMPACTED SUBGRADE DENOTES HEAVY DUTY ASPHALT PAVEMENT ON PLANS Q W Z I --I � w J I --I >r Q i Z O Vz/ U ~� w Qc G Lu �O w co J ui Q z JOB NO. 40241 SHEET NO. C1.1 L NYLOPLAST DRAIN BASIN WITH STANDARD GRATE (1,2) INTEGRATED DUCTILE IRON FRAME 8 GRATE TO MATCH BASIN O.D. (3) VARIABLE INVERT HEIGHTS MANUFACTURER AVAILABLE (ACCORDING TO RECOMMENDATION PLANSRAIE OFF) (MIN. MANUFACTURING RED. SAME AR MIN. SNMM (4) VARIOUS TYPES OF INLET & OU LETADAPTERS AVAILABLE: 4'-N FOR CORRUGATED HOPE (ADS N-12MMCOR DUAL WALL ADSMANCOR SINGLE WALL), N-12 HP, PVC SEWER (EX: SDR 35), PVC DWV (EX: SCH 40), PVC C900IC905, CORRUGATED & RIBBED PVC WATERTIGHT JOINT (CORRUGATED HOPE SHOWN) 18' MIN WIDTH GUIDELINE 8'MINTHICKNESSGUIDELINE (6,7) TRAFFIC LOADS: CONCRETE SLAB DIMENSIONS ARE FOR GUIDELINE PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST BE DESIGNED TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS, TRAFFIC LOADING, & OTHER APPLICABLE DESIGN FACTORS. SEE DRAWING NO.7001.110.111 FOR NON TRAFFIC INSTALLATION. (3) VARIABLE SUMP DEPTH ACCORDING TO ALMS (6-MIN QN 8'- 2A', 10' MIN.ON 30' d°MIN DN R•-9d• BASED ON MANUFACTURINGREO.) I TMIN ON 3T TT THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS 1, CLASS 11, OR CLASS I I I 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' STANDARD GRATES SHALL BE DUCTILE IRON PER ASTM AM GRADE 70-50-05. 2 - 12'-30. FRAME$ SHALL BE DUCTILE IRON PER ASTM ASS GRADE 70,005. 8" & 10STANDARD GRATES FITDIRECTLY ONTO DRAIN BASN$ WTH THE USE OF A PVC BODY TOP. SEE DRAWING NO.7001-110-045. 3 - DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TOPIPN DETAILS. RISERS ARE NEEDED FOR BASINS OVERWDUETOSHPPNG RESTRICTIONS. SEEDRAN'INGNO.7001.1101M. THIS PINTDISCLOSES SUBJECT MATTER IN WHICH DRAWN BY EBC MATERUIL 3130WRONAAW 4- DRAINAGE CONNECTION STUB JOINT TIGHTNESS SH/OLCONFORM TO NYLOPLAST HAS PROPRIETARY RIGHTS THE RECEIPT SUFOROGA30518 ASTM D3212 FOR CORRUGATED HOPE (ADS N-12AHANCOR DUAL WAIL), N-12 HP, &PVC SEWER (4•- 24'). OR POSSESSION OF THIS PRINT DOES NOT CONFER DATE 1-2}6 TRANSFER, OR LICENSE TH E USE OF THE DESIGN OR PHN(770)9U-2443 Nylo last FAX (770) 932-M 5- ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0' TO 36V. M DETERMINE TECHNICAL INFORMATION SHOWN HEREIN REVISEDBY NMH PROJECT NOJNAME v .nYlo010M-us.a MINIMUM ANGLE BETWEEN ADAPTERS SEE DRAWING Na 7001410-011 REPRODUCTION OF THIS PRINT OR MY INFORMATION TITLE 5-12"-30' STANDARD GRATES SHALL MEET H-20 LOAD RATING. CONTAINED HEREIN, OR MANUFACTURE OF MY DATE 03.11-16 DRAIN BASIN WITH STANDARD GRATE 7-6'&10' STANDARD GRATES ARE RATED FOR LIGHT DUTY APPLICATIONS ARTICLE HEREFROM. FOR THE DISCLOSURE TO OTHERS QUICK SPEC INSTALLATION DETAIL ONLY; NO CONCRETE COLLAR NEEDED FOR LIGHT DUTY RATING, IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN PERMISSION FROM NYLOPLAST. wil MOOT DWGSIZE A SCALE 1;10 SXEET 10F1 BAD NO. 7001-110.14/ REV N NYLOPLAST DRAIN BASIN WITH DOME GRATE (1, 2) INTEGRATED DUCTILE IRON GRATE TO MATCH BASIN O.D. MINIMUM PIPE BURIAL DEPTH PER PIPE MANUFACTURER (3) VARIABLE INVERT HEIGHTS RECOMMENDATION AVAILABLE (ACCORDING TO (MIN. MANUFACTURING PLANSITAKE OFF) REQ. SAME AS MIN. SUMP) (4) VARIOUS TYPES OF INLET&OUIIETADAPTERS AVAILABLE: 4'-N FOR CORRUGATED HDPE (ADS N-121HMCOR DUAL WALL, ADSHANCOR SINGLE WALL), N-12 HP, PVC SEWER (EX: SDR 35). PVC DWV (EX: SCH 40). PVC C90010905, CORRUGATED & RIBBED FVC WATERTIGHT JOINT (CORRUGATED HOPE SHOWN) J I - 8'- 30" DONE GRATES SHALL BE DUCTILE IRON PER ASTM AM GRADE 705005. 2 - T & IT DOME CRATES FIT ONTO THE GRAIN BASINS NTH THE USE OF A PVC BODY TOP. SEE DRAWING NO.7001-110-M. 3 - DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDINGTOPIAN DETAILS. RISERS ARE NEEDED FOR BASINS OVER W DUETOSHPPNG RESTRICTONB SEEDRAWINGNO.7001-110-065. 4 - DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHAI.LCONFOR.170 ASTM DM12 FOR CORRUGATED HOPE (ADS N-12JHMCOR DUAL WALL), N-12 HP, & PVC SEWER (4"- 24"). 5 - ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0- TO 360`. TO DETERMINE MINIMUM ANGLE BETWEEN ADAPTERS SEE DRAWING NO.7001-110012 S - 0'-30" DOME GRATES HAVE NO LOAD RATING. (5) ADAPTER ANGLESVARIABF 0`- 360'ACCORDING TO PLANS 24 8"MIN EMBEDMENT SPRING LINE O OF PIPE NO. 68 STONE - - REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL LARGER THAN 5" IN ANY DIMENSION -INTIAL BACKFILL* (6" LIFTS) * THOROUGHLY COMPACTED BY HAND OR APPROVED MECHANICAL TAMPER -HAUNCHING -BEDDING 6" max 4" min -FOUNDATION (SHALL BE REQUIRED WHEN SOIL CONDITIONS ARE UNSTABLE HALL PIPE) NOTE 1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE BACKFILLED ENTIRELY WITH NO. 21A STONE. 2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68 STONE SHALL BE PROVIDED' 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF NO. 68 STONE (3) VARIABLE SUMP DEPTH ACCORDING TO PLANS" � , R (8' MIN. ON 8"MU- 7A', 10' MIN. ON 30' 4°MIN ON B'-24° BASED ON MANUFACTURING RED.) TYPICAL SECTION W MIN ON 30' (DIMENSIONS MAY VARY WITHAN 13wr MANUFACTURER'S DESIGN) THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER GRANULAR MATERIAL MEETINREQUIREMENTS OF CLASS THE RE Q , CLASS 11 OR CLASS I I I MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. NTDISGLOSES BUBJEGT NATTER IN WHIpI ST HAS PROPRIETARY RIGHTS. THE RECEIPT DRAWN BY EBC MATERNL Jl4u vrNUNAAY[ BUFORD, GA 30518 ESSION OF THIS PINT DOES NOT CONFER R, OR LICENSE THE USE OF THE DESIGN OR DATE 03.25-10 1 PHN(770) 9M.2443 Nyl1 E FAX(770) 932.2490 SPECIFICATION AL INFORMATION SHOWN HEREIN laSt nWx•.nYloOlest-usxom REFERENCE REVISED BY NMH PROJECT NOJNAME TITLE ICTION OF THIS PRINT OR ANY INFORMATION ED HEREIN, OR MANUFACTURE OF ANY HEREFROM, FOR THE DISCLOSURE TO OTHERS DATE 0111-18 DRAIN BASIN WITH GONE GRATE WICK SPEC INSTALLATION DETAIL WEN,BV.CWRITTEN ONF OMNYLL ON EXCEPAST. rmisxnausr DWO SEE A SCALE 1:40 SHEET IOFI TWO NO. 7001-110 _97 REV D SEE STANDARDD SL-1 FOR APPLICABILITY OF SAFETY SLABS. B STANDARD MH-1 NOTE: FRAME & COVER TE TOP OF MASONRY IS TO BE LEFT SUHFFICIENTLY LOW TO PERMIT PROPER ADJUSTMENT OF COVER AND FRAME TO GRADE BY THE USE OF MORTAR OR BRICK AS DIRECTED BY THE ENGINEER. 2,_0„ :.. 0 W iU w o o i.1 yr n7 FLAT SLAB TOP AS DETAILED v� ON STANDARD MAY BY •�. SUBSTITUTED FOROR TAPERED PERED �a SECTION WHEN APPROVED BY ? THE ENGINEER. STD. ST-1 Af /z 6" A 45- HALF PLAN VIEW I MH-1 ' DI-3A,311, 3C cwduSlnu _In1ur HALF SECTION A -A (WITH FRAME AND COVER REMOVED) BRICK CONCRETE NOTES 1. QUANTITIES SHOWN ARE FOR MANHOLE WITHOUT PIPES. THE AMOUNT DISPLACED BY PIPES MUST BE DEDUCTED TO TYPICAL SEWER PIPE INSTALLATION IN TRENCH NTS FIG. S-3 TD-34 GALVANIZED STEEL STEP ''•• iG 31E MINIMUM OF 3" EMBEDMENT STANDARD STEP VIRGINIA DEPARTMENT OF TRANSPORTATION FOR DETAILS OF INLET FRAME & COVER (SEE FIG. S-1-D,E) SLOPED AREA STREET SURFACE OR NON -PAVED AREA l'-O" MAX RUBBER COATED STEEL STEPS CAST IN PLACE 3'-0„ MIN PRECAST REINFORCED CONCRETE SECTIONS 1- MIN "0" RING SEALS • 16" MAX MINIMUM ELEVATION DIFFERENCE ACROSS M.H. 5" 4'-0" 5_ FROM INLET TO OUTLET SHALL BE 0.20 FEET. DEPTH OF FLOW CONCRETE FILLETS VARIES CHANNEL TO BE 3/4 DIAMETER OF CONTRIBUTING -- -' - SEWER. a A. I ° LiF 12' A FILLETED INVERT FOR A SMOOTH 4 •a': TRANSITION OF FLOW BETWEEN INLET & OUTLET PIPE SHALL BE PROVIDED. MIN. 6" BEDDING NOTE W/ NO. 68 STONE 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON -EXTENDED BASES. 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT. TYPICAL MANHOLE SECTION SHOWING BRANCH TIE-IN N.T.S FIG. S-1-A TD-25 1� #4, GRADE 60, REINFORCING ROD ENCASED IN A CORROSION RESISTANT RUBBER OR OTHER MATERIAL APPROVED BY THE ENGINEER. (DIMENSION MAY VARY WITH MANUFACTURER'S DESIGN) 7CORROSION RESISTANT MATERIAL 04 REINFORCING ROD CAL SECTION IS-1 S L 45° 45° ID max 3000 PSI CONIC. BASE 4 v jPLUG BENCH SLOPED TO FLOW a. o CHANNEL 1/4" 1' MIN a L e BRANCH j 1 12 FOR ALL BENDS FOR TEE OR WYE FITTINGS 2" FLEXIBLE CONNECTION NOTE: WITH STAINLESS STEEL ALL CONNECTIONS TO BAND EXISTING MANHOLES SHALL w BE CORED AND A FLEXIBLE J CONNECTION BOOT " oINSTALLED TYPICAL MANHOLE PLAN SHOWING BRANCH TIE - IN NTS FIG. S-I-B TD-27 SHAPE TO ELEVATION OF MD -POINT OF LARGEST PIPE. SHAPE TO CONTOUR OF PIPE I � I I 1 . SLOPE TO DRAIN TO INVERT NOTES: STEPS WILL BE REQUIRED IN ALL STRUCTURES WITH A DEPTH OF /9 OF OUTLET PIPE 4'-0" OR GREATER UNLESS OTHERWISE NOTED ON THE PLANS. \ %�/'J SECTION A -A ALL STEPS SHALL PROTRUDE 41/2" FROM INSIDE FACE OF I • .A STRUCTURE WALL. TRANSITION BETWEEN MAXIMUM STEP SPACING TO BE 16" C-C. PIPE DIAMETERS WHEN METHOD OF TREATMENT IN DROP INLETS DIFFERENT SIZES OF STEPS SHALL~. WITHSTAND A MINIMUM FORCE OF 300 POUNDS WHEN PIPES ARE ENCOUNTERED. EXTENDED 4/2" FROM THE FACE OF THE SUPPORT. STEPS ARE TO BE VERTICALLY ALIGNED AND UNIFORMALY SPACED FOR THE ENTIRE DEPTH OF ANY STRUCTURE. IT 2 IN PRECAST UNITS STEPS MAY BE CAST IN PLACE, MORTARED INTO HOLES PROVIDED BY THE FABRICATOR, OR DRIVEN. NOTES: SHAPING OF MANHOLE AND INLET INVERTS IN ACCORDANCE WITH \ STEPS DIFFERING IN DIMENSIONS, CONFIGURATION, OR MATERIALS THIS DRAWING IS TO APPLY TO THOSE STRUCTURES SPECIFIED \ SLOPE TO DRAN FROM THOSE SHOWN MAY ALSO BE USED PROVIDED THEY MEET ON PLANS OR WHERE INVERT OF PIPE IS ABOVE INVERT OF 1 TO INVERT OF THE MINIMUM REQUIREMENTS SHOWN HEREON AND THE STRUCTURE. j OUTLET PIPE CONTRACTOR HAS FURNISHED THE ENGINEER WITH DETAILS AND / CERTIFIED TEST REPORTS OF THE PROPOSED SUBSTITUTE AND HAS MANHOLE OR DROP INLET IS TO BE FORMED AND CONSTRUCTED RECEIVED WRITTEN APPROVAL FROM THE ENGINEER FOR THE USE IN ACCORDANCE WITH APPLICABLE STANDARD OR SPECIAL DRAWING. OF SUCH STEPS. THE INVERT SHAPING AS DETAILED HEREON IS TO CONSIST OF A n / v ALL STEPS INSTALLED SHALL BE PROVIDED WITH SLIP -RESISTANT SURFACES SUCH AS BUT NOT LIMITED TO. CORRUGATED KNURLED, PORTLAND CEMENT CONCRETE MIX CONFORMING TO CLASS A3 OR CLASS C7, EXCEPT THAT 25Y OF COARSE AGGREGATE MAY BE UP TO 4" IN DIAMETER AND CONSIST OF STONE, BROKEN BRICK, v • �% ' �" OR DIMPLED SURFACES. BROKEN CONCRETE OR BROKEN CONCRETE BLOCK. THE SURFACE I SHALL BE LEFT SMOOTH BY MEANS OF HAND TROWELLING. NONE v/N'�)• I -..•.,, •'•��:'. ALUMINUM STEPS SHALL BE FABRICATED IN ACCORDANCE WITH OF THE COARSE AGGREGATE SHALL REMAIN EXPOSED. , ASTM B221, ALLOY 6005-T5. ° THAT PORTION OF THE STEP ENCASED IN MASONRY SHALL BE DETAILS OF INVERT SHAPING AS SHOWN HEREON ARE FOR EXAMPLE UNIFORMLY COATED WITH A BITUMINOUS, SOLVENT TYPE, ASBESTOS PURPOSES ONLY. EACH MANHOLE OR DROP INLET IS TO BE SHAPED - FILLED ALUMINUM PIGMENTED COATING CONFORMING TO FEDERAL INDIVIDUALLY TO BEST FIT THE PARTICULAR INLET AND OUTLET SPECIFICATION TC-C-00498A. CONFIGURATION AND FLOW LINES. SECTION B-B EXPANSION K JOINT > C J a N7 PLAN METHOD OF TREATMENT IN MANHOLES �VDOT �VDOT SPECIFICATION STANDARD METHOD OF SHAPING REFERENCE ROAD AND BRIDGE STANDARDS ROAD AND BRIDGE STANDARDS MANHOLE & INLET INVERTS REVISION DATE SHEET 1 OF 1 SHEET 1 OF 1 REVISION DATE 302 106.09 106.08 VIRGINIA DEPARTMENT OF TRANSPORTATION I B-1, B-2 01 T• BARS - APPROACH fGUTTER l BAR G GU77ER3 WEEP HOLE (AS REQ'D.) �TEPS (AS REVD.) SWEEP HOLE (AS REQ'D.) I SUBBASE HARDWARE I oLLJ AIRS F CLOTH WEEP E. m w , _ I 40 SEE HOE 8 I I > STEPS I(AS RE010.) DM •STEPS.'SE ' I NOTE 5 •..'.1-' 8 2 SECTION A -A i"IE D I x I I D _IxI_ KEYED CONST. JOINT 6" x 6" - W5.5 x W5.5 WELDED /- B-� DUMPED WIRE FABRIC OR EQUIVALENT AREA 2„ CUTTER MONOLITHIC F 2" ARS A APPROACH GUTTER °FOOTING a° 7"1.0"•� F D . a" . zx BARS E B-2 8" 1'-8" all BAPS B DOGHOUSE WITH FOOTING 3' ° NOTES: SECTION B-B 1. SEE GENERAL NOTES FOR ADDITIONAL INFORMATION ON WEEP HOLES, STEP REQUIREMENTS, H" (LIN. FT. FOR MANHOLES) DIMENSIONS, ETC. r/,- 2. ALL BASE UNITS ARE TO BE IN ACCORDANCE WITH THE REQUIREMENTS OF AASHTO M199. L2%2'"X21/"XI/i'3. CALVANIZ• CONCRETE SHALL BE 4000 PSI. TYPE B V2' X 4" STUD SHEAR CONNECTOR WELDED 4. WHERE OPENINGS ARE REQUIRED FOR PIPE, THEY SHALL BE FORMED. DRILLED. OR NEATLY CUT TO ANGLE IRON AT T C-C. AS APPROVED BY THE ENGINEER. THE CONTRACTOR SHALL FURNISH THE FABRICATOR WITH NOSE DETAILS THE ANGLES BETWEEN CENTER LINES, THE INVERT ELEVATIONS, AND THE SIZE OF ALL PIPES TO ENTER THE MANHOLE. HOLES ARE TO BE A MINIMUM OF 4" TO A MAXIMUM OF 8" LARGER THAN 2" THE OUTSIDE DIAMETER OF THE PROPOSED PIPE. APPR. PAVEMENT 5 DIMENSIONS SHOWN ARE MINIMUM ACTUAL DIMENSIONS MAY VARY WITH MANUFACTURER 0 i ALTERNATE JOINT DETAIL DIMENSIONS D X MINIMUM Y MINIMUM SUGGESTED MAX. PIPE SIZE ABSOLUTE MAXIMUM( 3N 36" 4" 6" 18" 21" 48" 5" 6" 24" 27" 60" 5" 8" 36" 42" 72" 6" 8" 48" 54" 84" 711 W. 60" 66" 96" B" 8.. 66" 72" DUMPED PAVEMENT ' 6. "D" IS NOMINAL DIAMETER. * DEPTH "H" OF 36" DIAMETER BASE UNIT RESTRICTED 7. IN THE EVENT THE INVERT OF THE OUTFALL PIPE IS HIGHER THAN THE BOTTOM OF THE STRUCTURE, TO 4'-0" MAXIMUM. 6. ALL CONCRETE TO BE CLASS A3. - - _ _ _ _ - - THE INVERT OF THE STRUCTURE SHALL BE SHAPED WITH CEMENT MORTAR TO PREVENT STANDING l OR PONDING OF WATER IN THE STRUCTURE. ONE THROUGH PIPE ONLY. (ONE PIPE ENTERING AND x x = ONE PIPE EXITING STRUCTURE) 7. WHEN SPECIFIED ON PLANS THE F� LOW FLAW FLOW' ,� P-0"� I INVERT A E IT SHAPED STANDARD I I 7'� e. TONGUE AND GROOVE JOINT ARE TO T OF FABRICATOR'S DESIGN MEETING VDOT APPROVAL. THE°COSTCOFWFURNISHGAND IS-1. PLACING JOINTS ARE TO BE SEALED WITH MORTAR. O-RING GASKETS. OR BUTYL RUBBER. ALL MATERIALS INCIDENTAL TO THE SHAPING IS TO BE INCLUDED IN THE BID FOR USE ON GRADES PRICE FOR THE STRUCTURE. FOR USE IN SAGS BOTH SIDES TO BE SYMMETRICAL IFICATION STANDARD CURB DROP INLET ERENCE MANHOLE FOR 12" - 48" PIPE CULVERTS ROAD PAID BRIDGE ROAD AND BRIDGE STANDARDS 302 VIRGINIA DEPARTMENT OF TRANSPORTATION REVISION DATE SHEET 1 OF 5 SHEET 1 OF 2 1 REVISION DATE 12" - 30" PIPE: MAXIMUM DEPTH (H) - 8' 106.01 104.09 OB/10 VIRGINIA DEPARTMENT OF TRANSPORTATION DIAMETER - 4--S--+ (2 x WALL THICKNESS) °_•I� SECTION B-B BRICK CONCRETE OR CONCRETE BLOCK TABLE OF QUANTITIES DEPTH BRICK MANHOLE CONCRETE MANHOLE BRICK CONCRETE CONCRETE FEET THOUSANDS CU. YARDS CU. YARDS 4 0.5 0.785 1.437 5 0.7 0.785 1.699 6 0.9 0.785 1.961 7 1.0 0.785 2.223 8 1.2 0.785 2.485 9 1 1.4 .7 0 85 2.747 10 1.6 0.785 3.009 11 1.9 0.970 3.455 12 2.2 0.970 3.817 13 2.5 0.970 4.179 14 2.8 0.970 4.541 15 3.1 0.970 4.903 16 3.4 0.970 5.265 17 4.0 1.173 6.032 INCREMENT 0.45 - 0.582 OBTAIN TRUE QUANTITIES. I -^I--I L' 2. A BASE THICKNESS OF 9" WAS USED IN t[� COMPUTING CONCRETE QUANTITIES. TYPE A NOSE DETAIL SHALL BE USED WITH CG-3 & CG-7 STANDARDS. 3.INCREMENTS TO BE ADDED FOR EACH TYPE B NOSE DETAIL SHALL BE USED WITH CG-2 & CG-6 STANDARDS. ADDITIONAL FOOT OF DEPTH. GALVANIZED PLATE FOR TYPE A TO BE BENT ON AN ANGLE OF 68. 30' 4. MATERIALS MAY BE BRICK, CONCRETE OR APPROVED CONCRETE MANHOLE BLOCK. CONNECTORS AND IS TO BE ANCHORED WITH %Z' X 4" STUD SHEAR WELDED TO BENT PLATE AT 2'C-C. 5. IF BLOCKS ARE USED THE MINIMUM DI-3A, ,._ DI-36 L DI-3C THICKNESS OF SAME IS TO BE 5"' OTHER THICKNESSES ARE TO CONFORM TO WALL THICKNESS SHOWN FOR CONCRETE. DETAIL WHEN USED ADJACENT TO CURB WITHOUT GUTTER SPECIFICATION `�/(J[]T REFERENCE ROAD AND BRIDGE STANDARDS 233 SHEET 1 OF 1 REVISION DATE 302 103.11 STANDARD PRECAST BASE UNITS VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATION REFERENCE WIDEN TRENCH' ACCOMMODATE ANCHOR IF REQUIRED. IG AS RED SECTION 1-1 SECTION 2-2 PIPE DEGREE BEND DIMENSIONS VOL. TEE AND PLUGS VOL. SIZE OF (FEET) CU.YD. (FEET) CU.YD. BEND L H T L H T 90 2.50 2.50 3.01 0.24 4" & 6" 45 22 1 /2 2.00 1.50 2.25 2.00 2.60 2.52 0.15 0.10 2.00 2.25 2.50 0.15 11 1 /4 1.50 2.00 2.50 0.10 90 3.66 3.16 3.21 0.48 8" 45 2.66 2.66 2.77 0.26 22 1 /2 1.66 2.16 2.69 0.13 3.16 2.91 2.66 0.32 11 1 /4 1.66 12.16 2.67 0.13 90 4.83 3.83 3.42 0.83 10" & 12 " 45 3.33 3.58 2.95 0.43 3.83 4.00 2.83 0.52 22 1 /2 2.33 2.58 2.86 0.24 11 1 /4 1.83 2.33 2.84 0.18 1. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE : CHANGES DIRECTION, CHANGES SIZE, DEAD ENDS AND AT VALVES. 2. USE 2500 P.S.I. CONCRETE. 3. NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT. 4. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE & SIZE OF ALL THRUST BLOCKS. CONCRETE THRUST BLOCKS No Scale PLACE V GALVANIZED " WITNESS " POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS b AS DIRECTED. MARKER LOCATION MAY BE SUBJECT y TO HIGHWAY DEPARTMENT APPROVAL. FINISHED GRADE ADJUSTABLE VALVE BOX W1 LID M.J. GATE VALVE WATER d o h I I rl 0 h. LINE 2500 P.S.I. CONCRETE Sa 2'x Z BEARING AREA THRUST BLOCK 4 a. n a b NOTE: IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. GATE VALVE NO Scale EXIST GRAD METAL INSPECTION FRAME WI SOLID LID (NEENAH R-1975 OR EQUIVALENT) 3" CONCRETE COLLAR RUSHED STONE BEDDING 6" DI CLEANOUT PLUG AT E OF LINE 12 I ICLEANOUT DETAIL No Scale U CRAIG W. I. KOTARSKI Lic. No. 0402048507 E g 0 � o N � N � > E E LJJ O O O U ai 3 Q I••I i 3 U1 V1 U) M rn M Lu O r`O ­H 0� W L M U DO w j U) (n (n v i d N v -It Z W W Z W z� zowow aF� o_<�< a wZ oa 2 v N (Y Q Q Q U) > ° 0 0 0 � 1-� c� r1`46'r1J W 4 j 4 CIO 6' 0S S S 2v 0 L [n cWc G cWc G cWc G cWc G LLJ Q Q cW G cW G cW G cW G Q Q 1 Q Q Q. 0�5 Q_ CL a CL O IZ k IZ k- O 00400 z 2 Z a Z Z 0 w w = W O N N O N O N N O \\\\ O ~ ul) ti ti ti DATE 0 O 111912020 DRAWN BY C. GAYNER • DESIGNED BY • A. ALLISON • CHECKED BY C. KOTARSKI • • SCALE • • • • L H JOB NO. 40241 SHEET NO. 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Q�6 'L�, / / COM lCA ION EAMEIU� 001'0 / \" �'•� � \\� l I � - / / � // / D� 46i', 1 / Sg5 lRR'HHs — J \ - WOOD GAZEBOvp OLUM I \/ w 1 - N \G'� v l WHITE \ �� O / / _ \ \ 9 SPIN !y\ \ -� +/ \\•L -"G,� �/ G �-✓�/ / 1 14"\ TE OAK 12" WHIT OAK WOOD GAZEBO / \ \ \ \ I / \ / \ \\ \ \ �� \ v ✓ % - - - - - - \ �,N 2\ V 24" WHITFa• \ \ 1ADEcrouous \ \ / \ \\ 4' WOOD FENCE \ \ / \ �C / \ )> \ \ I // / O1c� - - - - \ - - J L\\ ^ RaA \ \ \ \I I I\\I - '431 \ al M 4- - -- - - - -- - -- - -d„ 12" WHITE OAK 43 492 lN=42702 -------- '-- NV INV OUT=426.74WPOBUFFkR -430\ -_-- \ \ \ \ f \\ \ \ \ \I\II \\ BOXLESTO ASPHALT \ \J \] / �/ // / / \ \ \ \ / l �l / II \ \\ \\ ` /I \ \ G-e BANDN\E- \�15'44WZE-A7f \ \ \ \ \ \ _ 1 - _ Q� / r / / �� �\ \ \ \ \ 30"�ECI�UryU \ \ 1 \ \ \ O\) \ \ v \ k \ - \ _ /` \ - - - - - \ \-r\ 8 / / 26" DEC/DUOUS \ V" DEC/DUOUS \ \ \ -429 - 4' WOO FENCE/ /� / / \ r I I \ 1 �0 1 \ 30"WHITEOAK,-�_� \ \ \ \ --- ^_ v � � \ _ 8 / / / 15"DEC/D S \ \ .'.�.'� .(.'I \ \ \\���r \ \\ \ \ IRRIGA /1/ c�G�, // / 30" WHITE OAK / / / \ \ \ \ \ \ \ "DECID�IQUS \ \ \ < cc� / \ •\ \ \ ^ - - - _ 4"DECIDU04s \ ^ \ \ \ - - - _ _ - W� \ \ / I / / \ 6"DECIDUOUS \ \ \ O \ dyd ) 15" MAPLE \� \ RITE OAKn \\ \ \ UODS 20' WNIFIE OAK \ - SA(VITARYMH / j /� % /. ` //// %/1 I I I I \ \ \ Nv. \ \ \ 14"gECIQUOUS \ \ 18" WHITE OAK / > . \\ \ \ _0"WHITE6AK. TOP�427.29 \ \ \ A\ INVIN(N)=4�7-9Q 15"MAPL,E \ \ \ \ \ \ \ _ \ lAV IN (W)=418.52 L/, — \ .> . . \ GRAVEL PARKING///=41777 36"SPLI ,APL6 WHITE OAK,,IN/\OUT "MAPLE \\G\ \ \ \ I I <G \ \ \ \\ \ \ \ 14"WH/TEOAK II \ \ \ 24"WHITE OAK I \ \ \ \ ` \ \ \ \ \ \ \\\ \ ^ _/ /// / T4"WHITE OAK / 4?O \DUO '\ 1 I1j1 .(IPLE ` 8"WH/TEl9AK \ / \ \ \ \ 12"WH}TF�OAK 6„ 1APLE \ \ \ \ \ 14"WHITE OAK/ \ \ 24"WHITE OAX ` \ OAK \ \ - -'/// / / / / / \ 28,^DE uo( .' 1 11 \ \ \ 1 1\ 16"WHI o9/l \ CRITICAL STEEP \ \\ \ \ \ 14"WH/T€BALC \ \ \ \ \ \ _ - / / / / \ \ SLOPL�q (TYP.) 1 \ \\\`� \ / I20"CIDUOUS G•o O� \ v \ \ Nl \\ \ \ \ 26\"\DE�7(Jd/(RUS- 24"WHLTE OAK ` /\ \ \\ �4'WVkiITE OAK \ \ \ \ \ \ \ \ \ \�`� I - / / / / / / / / / 15"DEC/DUOUS \ I \ \\ _ _ ` \ \ \\ \ I 1 \ o \ \ \ 0 \ \ 27"WHITE OAK \ ` 13''RWE 418 _ \ \ \ , / \\ \ \ \ \ 9\ _ ` _ /' / / / / / 20" / i < \ \ \ \\ I VAR. WIDTH \ \ \ 12"D l us 1 \ DRAINAGE EASEMENT \ \ 1 20"Dk1 OUS / v 1 \ \ \ \ \ ^ ^ ^ ^1 \ \ I I \ I I� \ I DB. 05198, PG.663-670 / / \ �C) 4"DECIDUOUS 41p\ \ \ I_ -� - 18"DEC/DUOUS I 6"hAPLE 1 \ \ \ \ 16"P/NE \ \ ^ \ $9 W A K \ \ II Ir - - 1 - - - / / / / / / / I I { 1 1 p2"DECIbUOU� \ \ I \ I 6. \ I 1 1 r _ I _ \ / / / DEC/DUOUSI / 10"MAPLE I I \ \ \ I 2"WHITE OAK - x 12"WHl1L OAK / II x6 PINE I\\ / 6'� INccc�\\\` 12" DECIDUOUS 34" WHITE OAK _ I I \ 15 "MAPLE \ \ / \ - 432- /22"WH/TEOAK //'- \ // \\\ \ \ \_ I \\"WHITEOAK 1 10"MAPLE \ \\ \ / I l \----- // , \ \ WETLANDS _ \ \\ \\ \\ \ / l / _ _ - / / \ \ / / �� / 10"DEC/DUI US 414 - \ \ _ �` ; \\ \ ". / _ _ / _ _ \ \ / Q \ \ \ l / I /' \ / \l / \ \ \ \ \ V8"M LE 15" WHITE OA \ \ / + y "L ♦V / �V �V �V y \ - \ - \ \ 1 'ACC/DUOl7SS / I WPO BUFFER - - - \ 30" WHITE OAK \ \ 2 ¢�l r K / / / \ I r'lP j \ - \ 1 - - - .6" MAPLE c \ \ \ - 1 I) r ' ' _ 12"JN�TE OAK \ _ \ (\ /l 15" MA E / / J i I I -� \ '1l2" MAPLE, I 15" WHITE OAK 12" DECIDUOUS/ l / I / I - / _ _ - ' - - 24-WHITE OAK WHITE OAK \ I I I \ \ \ \ \\ I \ 412- \ \ � Q5" \ I \ \ / / 18" WHITE OAK \ 10"DEC \ \ Q _ EXTENT Of\ / w > \ \ I I \. 12"5EMOVOUS m I 28"WHITEOAK \ y \ \ ✓ n \ \ \ 50' WPO 1 SETkM \ -1 / / \ BAMBOO \ I 1 \ / / - - - - - - ' ^ � ECI cou \ ? v \ \ \\ r'?.9l l i ' ^ \ _ I \ \ - BUFFER @ — C ) \ \ \ \ _ - l \ \ s �� d EG1IDUDUS 26" WHITE MK 8"WHITE OIIK \ IZ WHITE OAK \ \' I 12" DECIDUOUS \ / \ \ \ III / \ / \ \ \ ' y y y y / \ 14"WH/TEOAK ) 1 \ \ / I \ \ 2 STO GE UNITS \ \ \ \ / 1 � \ \ \ \72" WHITE OAK / ^ \ \ \ � 15"WHITE OAK \ ,� I \ \\ / - \ / < l \ / O RIQ 5" WHITE OAK � y y y _ _ / \ \ \ \ / � \ \- - - - _ r \ \ � � 5" WHITE 4" O LPECID�.IOUS,- - \ 4"WF \ \ \ l \ 8" MAPL -18" MAPLE \ \ \ \ 10' DECIDUOUS 8" TE OAK \ / _ 15"WHY TE OAK / 1 \ \ �q \ \ \ \ \ \ - _ \ 7".QECID000S \ \ \ •< \ \ \ 1 / \ i 20, � \ \ \ \ / 12" DECIDUOUS \ \ / \ 24"dEEIdU (i5 \ \ / / � � J (-� 2A"WHITE OAK 6"DECID6/O1IS r�HITE A / 6"DECIDUOUS 1 \ \ \ / — — ' — 1 I / / 10"DECIDUOUS \ _ _ _ _ \ \ \ \ \ I \ - \ \ \ \ I / \ � 7"DEC/DUOU \V `� �V \ / y y\ \\ \/' ��/'\ \_ \ \ \\ \ \\I I I / 1 15"PINE\ - \ \ \ \ \ \ _4- - / \ \ \ / \ \\ \ \ \\\\ t y \ y I 19 4"DECIDUOUS \y//\ �V \V \V ♦^� I \ / 26" WHITE OAK 10"DECIDUOUS Q I \ 18" DEC/DW OY/S I/Q \ ,0,•WHITE OAW 1 / \ J, "L \V / �V \ y \ ` / / I \ \+ _ I\ a'� \ \ / I / / / /' 6"DEC/DUOUS 13" DEClDU0l4S \ \ I EXTENT OF BAMBOO W S4"DECIDUOUS /y IV 'V\ \ \ I ]Y \V —\ 24"DECIDUOUS\ \ \\ ! I I ( \ 28"WH/TEOAK 5" DECIDUOUS DECIDUOUI 14\'WHITE OAK 41 \435 / \ 1 / APPROX. LOCATION 15' VEPCO EASEMENT DB. 884, PG. 607 r 1 NOTE: REFER TO SDP-2018-016 KESWICK HALL ADDITIONS - MAJOR AMENDMENT CRITICAL SLOPES WAIVER REQUEST (APPROVED BY THE BOARD OF SUPERVISORS) FOR IMPACTS TO CRITICAL SLOPES. SCALE 1 "=20' 0 20' 40' cR AjG W. 7, KOTARSKI Lic. No. 0402048507 c$ 01-0-21:,�5 N z H Z Z Z O O O W W W 00 Z Z Z ti a �� �O u QQ Qtn wp 2:\ \ \ L W W W W LLJQ Q W Q Q �503� aaaaa W I Z-) W W Q� a Ex Q� 0 0 0 0 O O ti N w \ O O 'ti � ti ti DATE 111912020 DRAWN BY C. GAYNER DESIGNED BY A. ALLISON CHECKED BY C. KOTARSKI SCALE 1 "=20' V / Q O J ' Q z _ O O UW V -j L z I w W I �1 VX_� Q \ , w JOB NO. 40241 SHEET NO. 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GATE, COLUMNS, / E / k k k k k / k k �n� k k k k k \ I k \ �. k k k ,Y k k k k k '9' k k \ k Jr- -k fi -� _ -\ _ ` \ I k k kfi 5y'.<J \\G PAVERS AND ASPHALT TO ALLOW / k k fi Jr k FFM©`,E k Jr '�r k k k 'Ty \ \ / k k k k� �'k GROUND \ \ _ } Jr k / k k k k k / i �r �,�/ k k k `` .. \ 1 \ IP ROUND \ '\ • * Jr + k k fik - _ _ _ ' } k + k k k k kk k k /k +� k ASPHQLI` k k k Jr k k �k k .• �\ \ \ 1 \ k k gk k k a \ \°\C - \ \ .. \ FOR PROPOSED GATE INSTALLATION / /' APPRjOX L'OC iION/ \ / ; k fi k k _ _ k/ fi k k k k k/ k k k k k k k k k 'Jr k k k / _ \ \ k k {� k k \ \ + BY OTHERS - SEE NOTE #1 / f LAa' _ ,.,1p ;w k ' - ^ 1 \ fi \ / D8. 467,, PCj/ 103/ / S X d 1 \ k Jr R k k k k k k k//t' k k k fi oc k2kPAVEIO k k k . \ } \ k k \k k k /\* k /.. \— \\ \ • .. k \ \ �iQMMU�ICA ION _ \--J�--- CT _ - ' } k k k k } k k k ^J k k� k . \ k \ k\ ..' k \ \ \ . . k / / / 65 ' \ / k k k k k k / k k k k %k Jr \ \ \ k PMP k k Ck � _ \ k \ l / ' ' / � pis'' \ v PROTECT lRR'HHs k k Jr k k k Jr k k k k k • / \ fi N k - �\ \ +X 9 } k/ k k k k / k k } k . 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P I k k } `V k k k k fi k k k \ 1 r / I 1 �I I L I // / / .\ I k } fi ki V�L �AKKriG k Jrkk k kkk fikk k \ \ IN�/OUT=417.77 - \ k k k k k k \ \ 6" WHITE OAK,, \ �q \ . \ \ \ _ 1 I Iy\ / / I .. � PL'L= k k + k [,► k k Jr k \ \ \ 1 C. \ \, \ Z k k k k k _k k k k \ \ \ \ ®\ \ \ fi k k k} k k k k k k k k k k k k k \ 14" WHITE OAK k 24" WHITE OAK fi k k k \f\ \ \` k VHITE19AK 12"WHIT OAK \ \ T \ k k k k k Jr k k fi k ppp\ k k k k\ \ \ \ \ 14"WHITE DAK \ \ \ \ ^ \ /// ' ' / \..1. 6" P.kE k k k k k } k k k k k k k k } k k -•\y, k k k 'e \ \ \ �\k k k k k k k k k Jr ^a\ k } j�1 k k kA \ \ \ \ \ 24" WHITE OAK \ \ \ \ E OAK \ ^ ^ _ _ — / / / / / / \ 28." DE 11 1 k k \k\k k k k k } Jr } k fi k k k \k k k k k ^' k Jr k k \ 1 F \ \ '/ / I k k k \ \k Jr Jr k k } k k Jr k k k \k k k �k k k k k k \ k k k k k k k k\. k k \ k } k k k k k k Jr } k k k\1 \ \ 6 EC/DUOUS } \ ' \ \ \ \ 14"WHITE BALI \ \ \ \ \ • \ \ I i - ' _ / / / / / L ( Y .)\ 1 \ \ \ / 20 li7L(�71/J kk k k k k }k k kk k fi k k k•Lgk k fi k k k \ 419. \ \ \ . � / ' / / 1 I k k kl k k k k Jr k k k \\Y k k k} k k k k L N \ I . \ ' ' / 2�" E Q k k fi k \ k k k k k k k fi \ k k 24" WHITE OAK \ \ �4'-WHITE OAK \ \ ��. \ / \ \ _ Jrk k k \ \ \ � \\ / / i "D I S \- \ k k k k fi k k k k k k k k Q L k 7\' k k } k k k k k k k k k O / ) \ \ \ \ k k k 'ry k Jr k k k k k k k} k k k k k k k k W I \ 27'WHITE OAK 13''RWE �418^ \ \\ \ / 0„ k k } k k 1? k k k 1 \ + I k k }VAR.kW�F'f'lk k k k R kDffAJNAFGIEASF(L1ENk k } } k D O S k k k Xe �[� 4 \ ^ \ \ \ i / / / / 1 k* UBk 0 }38.kFLJ 663/V kk \ kk kk I O 4"D IQUO(/S 1p\ \ ` _ \ \ \ . \ - _ _ / / I I 1 I I k k k k k k k k k k k k k _�`-\ \\ �\ \ 1 \\ \ I _ \ - •� i' / /' I I 1 I \� klk kk kk k} kk k} kk Qtk kk kk k. ) } Cl UD S 6 L .` k k k k k k � k k \ \ ^ \ ♦ 1 1 I - i' / / / I \ k k k i6"P/NE \ � � _ 1 I 1 I } k k k k + k } k \ \ \ ^ $9"WHITIE K ♦ I — . _ / 1 E lb OU k k k k k Jr k •6 PINE / l \ \ \ \ 6, , \ I I r I 1 r _ I _ / / / DE I \ \ I "WHITE JrAK k 'f 2�; Wf9l OKfi / \ \ \ 1111 1 / — 1 I \ fi k— —'\'k \ } k k k% 1 \ k /Ifi/ k k �fiY 6„ \ \ 12" DECIDUOUS _ 432' \. \ \— I \ \ \ \\ fi Jr�kk/ \ _ / 2'WHITE OAK 1 \ \ \ WETLANDS \ 10" M LE \ \\\ \ / k kr \ \ Jr 10 DECI ' S \ \ _ \ ♦ / / \ \;: 15"WHITE OA DU U _ . - - \ l / WPO BUFFER \ \ V8"M LE k k \ . l \ 30"WHITE OAK / / \ 'iP I �' fi� \ / 1V 1V 1V 1V 1V 1V 1V _ \ 1Y�'�CCIDUOI%SS ` K \ — — — — .6"MAPLE \ I . MAPLE •f / / k k k \ 1V 1V y y y 1V 1V 1V) \ l 1 r \ ' MA E I I \ T 1 �I \ \ Ik kkk • \ \ \ I1 — — 12"1M1LTE OAK \ \ I I \ k 413 _ ta" LECIDUOUS/ l 1 / ' _ I \ JI \ \ \ \ r / ( I k k k I 15" WHITE OAK lTE OAK \ I I \ \ \ \ \ \ fi— \ 4^ \ ♦ / Q5"WHITE OAK 12 ^ ^ \ I \ 10"DEC -I-/ `L `1' �1� �1- `L -1� \ \ wctQ 'Pq EXTENTOf\ I 'I 1 \./ / \ 12"DECIDUOUS N p \ \ Ik \\k� 28_'WHITE OAK I50, I \\ W W \ W '�\ .1.\ W _ W� - \ W \ �^ \ \\BUFFERI �@� / / BAMBOO \ \ _\ 1\ 1 \ l/ / \ \ — — — —' ^ 2DECl ffOUSN�\ . �8, \ \ kkk '?91 . I _ l \ \ \ \ \ \ W \ � ' 9�E61DU�US`V . � ' 26" WHITE70AK SE`T ACk / I\ I EOI1K 12"WL(lITE OAK \ 12"DECIDUOUS 1V !(' `(' 1V / r \ \ \ 1 , 1 ^ \ \ \ III \ I \ \ \ \ / / / \ REMOVE (2) \ / 2 STO11\1T UNITS 5" WHITE OAK \12" WHITE OAK / \ \ 14" WHITE OAK 15" WHITE OAK 1 1 I \ \ / - \ / ( 1STO�AGE`UNITS \ / (/ I r \ \ SE O 4"LPECID(.IOUS„ — 4"Wf . ie" MAPLE \ \ \ \ 10' DECIDUOUS \ \ \ — \ \ y 1V� •y/ 1V \1V •�• 'yV \ \ \ \ I I 15"WHITE OAK / 1 \ \ �q \ \ _ _ \ ECIDUOUS 8" TE OAK i 20,\ \ \ .� 24"dE U (iS \ 1 \ / / / / / \ 12J ECIDUOUS — /.;: / ' \ 2A"WHITE OAK .�• 6"DECIDN011S \ y y WHITE A /. \ '\ / 10"DECIDUOUS 1 \ _ - _ ^1V / / 7"DECIDUO �\U W, � 1V 1V y y y\ \ \ \ / ' r / _ _ ^ \ \ \ \ \ \ \ I I / I 15" PINE\ ✓ — v I 1 \ \ \ \ \ \ \ \ 4"DECIDUOUS \ / V,1y 1V \ 1V 1/\ 1V 1Y W ♦^� I I \\ \ / , \ � \ � / 26" WHITE OAK 10"DECIDUOUS l \ \ \ \ \ \ 1V 1V 1V / 1V W — /18"DECID WOLVIS Q v I \ \\ 1 \ \ \ \ 1 \ \\ \ \// 1 .{ \ \ I/y \ ,0"WHITE OA� 1/ I\ I / \ 1V V 1V `Y \ `I' t / I \ \ I Q'� \ / I / / 6"DECIDUOUS (3" DECIDUOUS \ I EXTENT OF BAMBOO S4"DECIDUOU:Z /' /1V 1V 1V\ \ \ I ]b —� / •'/ 24"DECIDUOU� \ '\ I \\ 28"WHITEOAK \ \ \ \ s \ \ ♦ \ / e \ \ I \ , \? \ \ / \ 5" DECIDUOUS \ \ \\ \ \ \ \ \ \ \ \ \ 1 I \ \ \ \ i \ I \ 411- \ \ \ \ I 1 \ \ \ \ \ \ 1 DECIDUOUI \ \ \ \ \ \ \ ♦ \ \ \ \ \ \ I 41 1V1 14\'WHITE OAK \ V \ 1 \ \435 / \ 1 / APPROX. LOCATION 15' VEPCO EASEMENT DB. 884, PG. 607 NOTES: 1. ALL DEMOLITION WORK ASSOCIATED WITH THE KESWICK ESTATES GATE IMPROVEMENTS TO BE HANDLED DIRECTLY BY OWNERSHIP. LEGEND: REMOVE HARDSCAPE k k k } k REMOVE ASPHALT/GRAVEL REMOVE VEGETATION REMOVETREE ------- SAW CUT SCALE 1 "=20' 0 20' 40' co zz U CRAIIG W. I. KOTARSKI Lic. No. 0402048507 r$ 0I-18-21.��; M E 0 � o N � N � E w E WU. N U. Wuj t M W N N v z� a;"in X o ce ? W Ln N H c � rn MN � M CO J kD F__ 00 O V) ti ti V) U) V) W W W p Q Q Q Z Z Z Z ti Q Q Q w 4 a 4 m C) Z \ \ \ V) 0 LA cW Wc cWc W c cc G G G G W Q Q Q Q LY WW cWc cWc cWc G G W G G Q Q Q Q 2Z1-ZZ QQ Q. g 4aLy4a 00400 w \ ONO O tDN\NN L] O ,\y N \ \ DATE 111912020 DRAWN BY C. GAYNER DESIGNED BY A. ALLISON CHECKED BY C. KOTARSKI SCALE 1 "=20' I..L 0 I --I 0 Lu 0 JOB NO. 40241 SHEET NO. C2.1 d d O co m 3 0 0 O n n c l6 O 0 d N 7 d a 0 c m r N v c m m n c 0 d 0 F L TIE TO EXI ILITY , . t.. I ...... ..... ......... ...... ..... TO BUILDING CT BANK S . . ... ..... . .... -k )Vc ...... ......... . , I fly . ... . ... ...... ................ ...... TIE TO , CON ....... ........... ...... 8" STUB OUT 8"X6" ....... 011vG 22.50+450 BEND ............ ........ REDUCER v, OCK WALL 4W ... . . ... ... P=443± 4W Au- TO BUILDING AfCH LINE QD E THIS S= .......... LKAIU W. J &U "I TIE TO EXI -11 T SHEEN D CT BANK S AP- ;,9T CRITICAL Lir. No. 0402048507 ......... . SLOPES (TYP.) CH. 40 PVC 01-0-21 50BEND 0 REFER TO PLAN TITLED "KESWICK HALL ADDITIONS D WALL RO -443+ AfC LIN (2) 4"7sCH. 40 PVC SITE IMPROVEMENTS" SDP-2018-016, WP0201800020 & ....... 22a +4 AN • X • IRR IRR CONDUITS R ...... PE (PROVI )E ER WIRE) WP0201800078 FOR DESIGN INFORMATION. PED RAC . ..... D RAIQ, BEND k 11.250+22.50 f) BRICK HANDRAIL I" RISER E C) WOOD DECK cr DE TFMR < 0 (7) WOOD E SANITARYMH IRRIGATION UG Lu q� E _W_ =_ , 7! TOP=435.65 ........ .................. .50 KESWICK HALL t-n �43 t_n ................... 0-* F- Lu 6 5 INV IN=427.76 ...................... IV :4 2 5 ST��i IRS.WITH.. ul) Lf) ul) INVOUT=42702 GRANITE 2'GRAVEL FILTER STRIP GUEST WING -4. U. 46 S ud� (SEE SHEET C1.1) " RISERS Lcul ca ca m 2'X2' EE-KTAIL. 1<11 L_uj -ul-- smo COMMUNICATIONS V) U) V) MANHOLE.\\ \ m =YBALL C�_ > �5 r,4 z z my 0 C) C) C) SL 6'WID 0 BUMPERBLOCK (Typ) I I to 6" CLASS 52 TO 'CROSSWALK ot BUILDING Ln r14 (f) U u 6' ... ..... ......... C) 24 R S,x -4k\R25- re 91 N1, _ k a a�oi m 0 ­ \\ TACTILE O_ ;t cp11 CO R10' EP R191.38' FP�� DOMES C) LLJ LLJ LLJ u_:1 RELOCATED R10' kD > z z z z SAN C) C) C) C) Lu (2) 4" SCH RELOCATE STOPr' (ENCASED IN CONCRETE) UTILITY LINES Le) LAYGROUND R217. (SEE NOTE #1) 24' ,,Or SIGN R43' IRVENT 'WIDE 11.250 BEND S LK KESWICK ESTATES GATE Vol QL Q. QL QL I--, IMPROVEMENTS. CONTRACTOR TO % 3' R81. 5' 0 U., L 4 -:6 5' 1.- IL R81. COORDINATE WITH KESWICK 1w ESTATES CONTRACTOR FOR (D co R)10' qCK 10 ww cr ck� 2� 2 '>< '6' WIDE 2" SECURITY EQUIPMENT PLACEMENT G9l' 0 0 0 E CURB STOP 7 (BY OTHERS - SEE NOTE #4) (SEE zz HEAVY DUTY B C S ADA RAMP WOOD GAZEBO CONCRETE Tt ITION #A RO LANDSCAPE PLANS) TRANSITION SIGN WIHANDRAI SAN CURB p4i 0 Lu 51 TRANSITION P� -1 > VP Lu EXTEND REINFORCED R124' I RELOCATE 21 TURF TO EDGE po u Lu r fN (N CG-12 UTILITY LINES OF PAVEMENT 24' (SEE NOTE UD R124.08' R 0 < REINFORCED io • > TURF PAVERS R130' CG-2 cp11 DATE 2" PVC R10' 2" PVC 0 x S 111912020 WPO BUFFER < OUTLET 6' BOA DRAWN BY ASPHALT A NS C. GA YNER O\ C)\ cp11 CCESSIBL qpN A DESIGNED BY PROPOSED HARDSCAPE. FOU TAIN 24' 24 2 ,\\v SEE LANDSCAPE FLAN (SEE S1.0) FID A. ALLISON R10' ...... • (6) 5" SCH-40 PVC CONDUITS FOR POWER SERVICE ... 9 TY CHECKED BY (SEE ELECTRICAL DRAWINGS FOR FINAL C REQUIREMENTS) .. ......... IRRIGA 7101V 91 C. KOTARSKI CG-6 (4) RISERS WITH CATE 0 HANDRAIL LINES SCALE (SEE ARCH. PLANS) R8' I E #1) GENERATOR PAD =20' 24' EMERGENCY (HEAVY DUTY CONC. 2'X2' ACCESS PATH SEE ARCH. PLANS) 5.55" 8"x3" COMMUNICATIONS I TS&V LOADING DOCK 92' 37 5.55' MANHOLE PROPOSED (SEE ARCH. PLANS) 4.5' 22' RF G DUMPSTER AREA (7) BOLLARDS SPA (10.67'X15') 295 CURBRp R5' LOADING AREA TRANSITION (22'X29.5') R44' REVISED 20'PERMANENT 24" STORMINATER SIDEWALK WITH HANDRAIL MANAGEMENT FACILITY (SEE ARCH. PLANS) G 450 BEND EASEMENT G CG-3 DB 05368 PG 0603-00612 STAIRS DB 05368 PG 0613-00619 (SEE ARCH. PLANS) I CAL STEEP G (2) 4" SCH. 40 PVC 17.33X6'MECHANICAL EQUIPMENT PAD OPES (TYP.) - G NOTES: CONDUITS (HEAVY DUTY CONC. - SEE ARCH. PLANS) 5.79' 1. CONTRACTOR SHALL VERTICALLY RELOCATE (PROVIDE TRACER WIRE)rn, 2%2'COMMUNICATIONS EXISTING UNDERGROUND UTILITY LINES AS MANHOLE REQUIRED PER GRADING PLAN ON SHEET C5.0.3 FT 3" DOMESTIC SERVICE OF COVER SHALL BE MAINTAINED OVER EXISTING 6" FIRE SERVICE WATERLINES. Cl UG 2. A KNOX BOX SHALL BE REQUIRED FOR ANY C2 STRUCTURE NOT MAINTAINED BY BY 24-HOUR STAFF. 450 3" C900 PVC\ BEND 4 STONE SLAB STEPS ARCHITECT/CONTRACTOR SHALL COORDINATE WITH (NON -EGRESS PATH) THE FIRE MARSHALS OFFICE FINAL LOCATION. SAN q"F GAS METER 3. LOCATION OF PROPOSED GAS METER AND I (SEE NOTE 3) APPROXIMATE ALIGNMENT OF GAS SERVICE. Z T.IE BUILDING SANITARY CHARLOTTESVILLE CITY GAS DEPARTMENT SHALL BE < TO kXISTING LINE. SEE 6" CLASS-52 RESPONSIBLE FOR THE INSTALLATION OF THE GAS _j STANDARD ACSA SEWER ID LF! -BENDS SERVICE AND ASSOCIATED METER. PRIOR TO THE SERXCE LATERAL START OF CONSTRUCTION, CONTRACTOR SHALL (4)45 < CONNECTIC� DETAIL. COORDINATE WITH CHARLOTTESVILLE CITY GAS Ln z TA WETLANDS DEPARTMENT ON THE FINAL SERVICE ALIGNMENT, �\ \11 METER LOCATION, AND ALL OTHER REQUIREMENTS J (D 0 BUF7ER FOR LINE INSTALLATION. 450 BEND 4. ALL IMPORVEMENTS ASSOCIATED WITH THE _j j > 141 14/ KESWICK ESTATES GATE IMPROVEMENTS TO BE < HANDLED DIRECTLY BY OWNERSHIP. C3 z 41 IV y> 41 IV IV IV IV 41 IV 50'WPO BUFFER SETBACK 141, �cl w" 14/ 11, 1k )x.. I- 14, 14/ A/ IV IV 14/ 14/ 1p 1k y 14 41 NI/ 14/ ILI q, IV IV 11, \ to IV \ . . 14/ 1 41 41 IV IV ILI COD L FS"IdEm ram-1 57l 1�1 V bl�l �e u t-) z uLu —.1 < Lu::) 0 W < >_ < i JOB NO. SCALE 1"=201 40241 00 0 0 20' 40- SHEET NO. z C4. 0 \ \ \ \ l y 2� /. - A-1 \ \ \ \ _ J 49 tp \ 2' GRAVEL FILTER STIR Ii _� / / ` _ - - - I' / - - - - - \ \ -439' \ \\ , - - _ \ (SEE SHEET C1.1) (IYP , UG =TNC/: 434.db _ _ _ - - _ - -- _ _ - - - ' _\ UNDERDRAIN I P. - _INV: I A►71iN'/1 � ' •�I�ei`� � `� iiiwllwe••••••w••••`. ywew`� III _ ®`► / ca- ,1•!•i.•••••••O••'!rY••7N•`. a rI•eiNYe•`. i �Au 1■■ �!GOno�Ii➢�P.�',�I�•••••••••w••1•••!••••••••`� v. *w•w•w•w•wN� O„e III�L�Ii.%■■■■.� ���lA•••••••A•••N•••i••Y••••`� rI•C]e••••••••Ifs�� .0 oil l _ • 9 � i 11 �I�VI.IV J/i■ �` ��A•�•(•I/iI•�•�•�•�•�•�•�•�Ai=� �•f••�•�•�•�•�•���I r _ I/aii\�� � li II _ u II IIII I I n Illil I i_�il�'ll�lll �J■■i■■�� ��wwwu�wwwwwwwwwewewewewiwew�w�wewei)eeeep•ep� �II���:I�►�. ���+ fewe•••••••eaeefeeeeee•eeee•O'e�I�� `� ���`rr7 ,:, I� �i�f �■■■��\,' � �w•w��Jw•�•�•�•�N�•�•�•�•�•�•�•�•1i�•�6I �s� 0 . ® � V■i7■iS�. �� ��I�wewewewewewwwewewewew•wewewewewewei © !� Nw 1 -:..i►�■■�,..�. �•w•w•w•w•w•wAw•w•w•w•wiw•w•I!w•w•w• � �� �■G■\■■\�� � �. ��e�e�e�e�6�e�e�e�e�eUe�ewe�e�e�0_j �\ � �.�sw•w•w•w•w•wAw•!•w•w•w•w•w�! `�� • 1 . 1 • • 1 . • ��• ice• ��• ��• ��• ��iPs�. �-►�_■.�■■■■.. `:�•eeeeeAY�[['eNe•eie1� �{�1 111 ' ��,►/�av� ��,■ • Jr it i• • A ♦ ,rC��►�■.��a•� �I�s•Aw/ •wow. ���� �•. � � \� �I liI I� pI�'Si�G'jh 1 ���DNAAOe,•jeAv \ 4" CLEANOUT (TYP.) — _ INV: 433.50 _ � � � / 4 / ' - ' � t ' � I • \� • \ \� \ S � J / - \ \ \ / / / , X. /l. /.'� i � � � ' r yl \ \ \\ \ 4" PERFORATED PVC q3a' / \ 8.. UNDERDRAIN (TYP.) tKV \ Ag3 ^pry INV: 428.75 1 y \ _ _ _ \ \ y _ _ - ..`v. •..- -a1,.�-'3 y.4Q / INV:4T6.50 ':, \ Wn `S — \ \ \ `36 / I \` / / / / / \, v 429 / \ / v d•.• ...a / 12 g0 < 128 \ \ 4q \ - 433- _ _ _ - / 9 A2'P I N \� / \ \ \ \ '.d'' A3 \ \ _, "1' • \ / \ \ I />; N / \ - - _ _ a / .11q"HDPETO-- ' I - --- - - - --- CONNECTTOO DOWNSPOUT (J KSLOPE MIN.) \\x (1 FT COVER MIN.) (TYP.) 3p rt a 432' \ / �\ /�/ \ ), 1 ° //�/ - - -- Ut- \ I \ _ _ _ _ / INV.=425.25 p2 R \ v; •.� \ I _ 129 .\'• i\ I \ \ / \ \ �C'`\ a'3G' \ , \ ' \GG,�\ L dS / / 429 , - ..: \'• :a. \`\ I / , \- \ v lam/ - - - - - - - - - - - - WPOBUFFkR I I\ \ _430 4z)2)9 \INV.=425. '------ \-\ \..pc� �•.:\� 1 \ \ \ _- - - _ INV. p426.25) -429- FOUNDATION DRAINAGE \ \ ...\. '. L WM- \ (SEE NOTE44THIS SHEET) \.'. �' .... �/. \ 18 � F 60" CMP -J \ _ - 8"HDPE STORM LINE 1§ - \\ _ / / r INV=425.�5\ (..v �• /\ \ \ \\ ^\ - _ \ 0EE ARCH/MEP PLANS FOR DETAILS) DOYVNSPOUY WITH BOOT /SEE ARCH. PLANS)"(�P.) \ \ \ \ S / S 116 \ \ 42j ^ \ / 6'YHDPE TO CONNECT TO \ -41s_ _ _ _ ` • \ - - ' 6WNSP 6T 1% SLOPE MIN. TY 3. ±24' OFA(CO S200K TRENCH DRAIN. TALSK2-C-HAP kAD CLASS C INSLAZION DUCTILE IRON -SLOTTED GRAZE \ \ \\ \ I \ noo YE FITTING 15 IIII , RjV 6" CLEA T 113 \\\ 36" CMP ACCESS RISER WITH \ co INV 4.6I `\ MH-1 FRAME &COVER (TYP.) /SPA/ v 1 'I co ( -� -• \ \435- DOWNSPOthTSZO TIE N 08 2i - \� / \ \ \ \ \ \ \ \ /TO8"HDPE PIPEy2 v \ 0 \ 1 I / ^I FU'UNDATION"DRAINAGE / 8" HDPE TO TIE TO �. 11 I 1 \ \ 114 f\ \ L J L / \\ I. G \ \ 5" - \ / (SEE NOTE #4 THI�.SH�ET) STRUCTURE 108A 1 . I \ \ ' / RN R3 \ �. = 42§.,25ecv / 134 109 \ \ 6� 1 \ I / ` \ \ _ _ 6" HDPE TO GONNECT TO \ 6" HDEE TO 136 \ ^ _ / / DOWNSPOUT (1 %SLOPE MIN-) / ' \ \ ¢2S \ C' \ . \ \CONNECT TO\ I _ _ / / / TYP. \ \� G \ \ \ 41s \ \ \ \ DINSPOUT / ' ^ ^ / ��'> / 6WNSPOlj1C WITH BOOT / r (TYP) \ 1 \ \\ \ I� (1%SLOPEMIN.) /D 07 \ \ \ \ - \ (iFT COVES Ifs.) I J / ' u T / / /SEE ARCFj. PLANS) (TYP1 \ \ \ \ \ ( Q 135 �s / / / / I A \ ?OS \ 1_ _ 107 \ ` �` 423/422 131 IN/W \ ( / 102 1 INV.=41§.47 i' � I 106 I I 1-432'vv W W \ \ WETLANDS�103 � J" y y \ ^ _ \ , - - _ \ \ _ �3 \ O BUF ER 104 _ �\ _ \ C � � cY y y 14/ q, �) 101 L-----�L-,v __A_(\, \V IVW \ / /\\�-\\_-- ( I - -J -- \ 412^ \ \ \ (\ ^ _ - / \ - ^ ' \ I 1 I 1 /n / / i I \ \ \ \ \ \ \ \ �3 \ \\ - \ \ 11 \ \ ✓ 41 IV IV / ROOF LEADER TO TIE TO PIPE \ I I \ `I' QY\ \Ik _ �l - \ y \ \ \ \,BUFFERI 103 VIA INSERTA TEE\NOTES: SETk3ACk 1. ALL PERMEABLE PAVER UNDERDRAINS SHALL BE PERORATED PVC WITH A FOUR INCH (4") DIAMTER. SUBGRADE TO SLOPE TOWARDS UNDERDRAINS. I, y y y � / r \ � � / i � � \ 4" PVC FOUNDATION DRAIN TO DAYLIGHT \ \ / � \ \ \ /' ( \ 2. ALL CONVEYANCE PIPES THAT TIE TO THE PERFORATED UNDERDRAINS SHALL BE _ ACCORDINGLY. PROVIDE RODENT GUARD SOLID WALL PVC WITH A MINIMUM DIAMETER OF FOUR INCHES (4") AND MINIMUM ` / \ 1 \ / �� _ \ ON THE END OF THE PIPE. MAINTAIN o- / \ \ \ I I _ \ \ V � SLOPED OF 1 PERCENT (1 /o). 1 \ / POSITIVE DRAINAGE IN PIPE. I \ \ \ \ 3. CONTRACTOR SHALL ACCOUNT FOR STORMWATER ROOF LEADERS AS PART OF _ \ BUILDING CONSTRUCTION. CONTRACTOR SHALL REFER TO ARCH/MEP PLANS \ \ \ \ \ I I \ \ 1. ' AVG A - — \ \ \ \ ' \ , y FOR THE FINAL LOCATION OF ALL ROOF LEADERS AND CONNECTION DETAILS. \ \ CLASS Al \ / % 420- 1 \ \ \ \ - \ \ ' - - ROOF LEADERS SHALL BE BURIED AND INSTALLED TO PROVIDE A MINIMUM OF IDTH 1 = 6' / J \ \ I ONE PERCENT (1 %) SLOPE. LEADERS SHALL TIE TO THE NEAREST I TH 2 = 8' STORMSTORMWATER STRUCTURE ACCORDINGLY. 41\ €N6TH = � / /` � � n \ � I -/ r 4. FOUNDATION DRAINAGE SHALL BE PROVIDED IN ACCORDANCE WITH 141, IV \ \ \ \ \ \ \ \ \ \ \ \ DEPT \= 1. \ \ ' I / ' ` - - \ V _ _ / ARCHITECTURAL DRAWINGS. DRAIN LINES SHALL DAYLIGHT SOUTH OF THE / 1 \ / BUILDING AS SEEN ON THIS SHEET. POSITIVE DRAINAGE SHALL BE MAINTAINED IN \ (\ \ / ALL STORMWATER PIPES AND FOUNDATION DRAINS. CONTRACTOR SHALL REFER t TO ARCH/STRUCTURAL DRAWINGS FOR FINAL DETAILS AND SPECIFICATIONS. CONTRACTOR SHALL CONTACT THE ENGINEER &ARCHITECT IMMEDIATELY IF CONFLICTING INFORMATION HAS BEEN PROVIDED BETWEEN DRAWINGS. FOUNDATION DRIANGE PIPE MATERIALS TO INCLUDE BENDS, REDUCERS, ADAPTERS, COUPLINGS, COLLARS AND JOIN MATERIALS SHALL BE PERFORATED POLYVINYL CHLORIDE PIPE (ASTM D 2728) OR PERFORATED POLYETHYLENE PIPE (ASTM F405). \\ 0 \ 20, \ 40'co O \ U CRMG W. 3. K0TARSKI Lic. No. 0402048507 r$ 0I-18-21.��; M E 0 o N N � >E w ai E W N U. w O W r M d J V W J —m W N N v Zr r = X R 'D o=� .Ln-, 2 �N = U > Ln HLn c U) N rn N � M CO J kDH 00 O ti ti ti V) U) V) Z Z Z Z 0 Q 0 O Z H Z Z Z ti a Q Q Q (>7 w 4 a 4 m C) Z \\ \V) O m W W W W z z z z w 0 0 Q O W W W W Q Q W Q Q p � g 4 a a 4 a 00400 ZZaZZ O w \ONO O tDN\NN ti � ti ti DATE 111912020 DRAWN BY C. GAYNER DESIGNED BY A. ALLISON CHECKED BY C. KOTARSKI SCALE 1"=20' JOB NO. 40241 SHEET NO. C5.0 d 0 m 3 d 0 O n n co m O 0 d N N 6 c co r N v c m co o. c 0 d 0 F. L rri ` B �ti U CRAYG W. 3. KOTARSKI Lic. No. 0402048507 r$ 0I-18-21.��; M E 0 U (Nj N C E w E W N a~�3 � a oU. w 0 W r M ¢aJ000 WCc::). N �x CN ~U \ EX GND EP 2 / \, \ - s" 434.59' 434.46' / / ��� - / ' / r \I GC\ \ \ \ wJ\ \ \ / \ S. S \ \ / / /h / / / j' / 1 o w / 3 ko H 432.72' / EP \ �/ - --.�\ / .+..'O \\ \ \\ I \ .87' y�[,\ �� `•i ., �. \' \ -_-__- /' / / S//�// /' / /' / b b�ti , /�x\/ EP b ^ 429.93' 1 tT s \ \ _\_ EX GND \ - 434.20' y " 5 ..:. . • / l LP \ \ 1 >T Q� ` \ '\\� 436.62' / I / / / / / / / ( \ , - 4`8. � � / / ^ WW a. • ,- / / �q 5 431.48' �ww 9 \ l 436.36 EP 11j% a l \ pv.23 \ \ _ - / O ^' � . � I/' ' /' � 435.26' K. Ci ` 1 \ / I \0 \\ / \\ EP / \ \ / \ / / \ ' N ) O= d a35.17' R l \ 25'SETBAGT / , \ a / / ' A2 Pry oM \ \ \ \ 433.5 34 / �!� _ v / \ _ 433_ - / f 428.33' O) �� 1 \ _ _ I HP N 433M2' `L \ I / / ���• � _ N H \ _ 428.31' HP Hp� SPN \ TC �\ \ \ I, .\.. ...� !l428.60' 428.31'.07' �' 3 \ X' f� / W -- _ _-- '/ /'' 4 TC / \ \ \� TC e, \ \\\ .y /\ �'' \ \ co / ' iWi 432.32' \\\ 1 \ \ :� \ ��'�'// v l I - - --__ 428.36' \ \ ^ I / U \ \\ \ - - - - TC4� 06/ \ v /J - _ _ - - - O 434.4, 2 \ I // / �� -431 ' / (p / L '• < s �P a3 15' / \ \ /C \ b� \ \ I M c� /r ,/� - _ _ - - - - > s„ EX GND / A 8.07' - :�'•,': a. ..'\ �'•' M ( _-___- 430.50' / 2y / /' // /\\ \\:�: \ \ \ a V// / \____- - O L ' - WPOBUFFF�R I I\ \ _ -43� / 428.11 ` \\ \ j 7C: ` J o \ \\ \ \ \\\ -- -- - - - - - - I, \ \ e5 \I I \ \ - - \ \ EX GND 9 , / azs.o ' \ \� ., j. 30.8 • . 130.5 ' \ \ \ I \ \ MATCH \ �\ 428.73' 4429.1� \ EXIST. o 28.33j N, J \ ±433.62 \ \ \ _ _ - - - - - - _ _ _ / \ 429' � / \ c� .' �+M13D.24'� 1 � \ I & \ FFE=42 151 . I. 4 .3 : • ; •T(.; : \ / \ \ , \ \ - / 429.25y / / \ \ 427.48' \ I' 1. .1 .1. i\i3O Y. TC :..1 N. \--_-'---- `l �\ - / / \ EP .I. .I.. .I.. •A30.60.\ \ \ \ \ I \ \__- \ • \ \ \ \ N. \ - - - � \ \ \ .. - / , / TW 42Z49' ` .�.I ya.. 1.� .�• \, \\ / \ \ \ � FFE=429.25' . � �.� \ ��< 30. \ \\ \ \ \ \ \ \ \ \ \ _ \ S 42i i \ / / - _ �2ZH V \ .\... ' . ' d' \ \ : \ \\ \\ \ \' ^ \ \ \ _ - - - ' / ' \/ / \ • • \ bENERATOR PA \ \ \ \ 41s_ / / a3o ELEVATION 428.96 \ - \ EP \ \ 431.81' i''1 \ \ \ II\ I _ - - - ^ _ / ` / ) \ • I / / PLANS FOR -PAD -DESIGN) ?, SEE STRUCTURAUMEP BW 8.71' 431.85' \\ e1 \ \ \ 1- / \ \ \ \ \ \ • III / / / \47.25' HP 1 \ \ y\ n \ \ \ n 430.17' \ \ TC \ 1 \q .49'.. >.�. TC \ \ I 431.9 sE; / �l �LP \ . \ \J/ HP 430.96 C \\ \ / N427.21'.426. TC 431.01' 4 0.88 \ : G / 427.25' _ N N I (// �29.49' 'S PA BW \ 427.62' 11 p2' , TC < • \ \ \ \ \ '4q \ \ 2 cab+ _ / /�// W 42925' 428.32' I \� TC Y q - _ _ \ �� / / \Iyy I.IIII V Tt;\ // A \ N 430.71' ENTRY LEYLL FFE = 429.25' 429.255 \ 42"0. \ \ \ \ \ \ IN ecv \ \\\ \\ \ \\\ \\ \r1I ..\\\ / LOVYELEV/EL F/FE /417.00' _ 4az8.a •,\ .l I 1Q \ L 431.54'FFE=429.252 .43G 4274J h\ \ •fL \ \ \\ I /A3 \ \ \ Z \\ Tp \ _ \ \\ \\ \ \ \\ _417.00' \ 42 G \ 431.0T \9", \ N. \ \ \ \ \ \ I 425.56'_ - / / FFE=429.25'- \ 4>9 \ \ \ \ \ / / �> / / 429.25' / / / 417.00' \ \\ \ \ \ \ \ \ \ \ \ \ \ I J / /' 416.88' p _ n426.3T / / \ _ - \ \\ � \\ N\ \ \ q'9 Q �' �s 421.46'/ •?' _ \ N. \ \ 478\ \ /\\ \ \ w�� / / ---_LP J I N. \' / 417.00' / PAD ,�� UGP 416.89' \IAI I - - 423 422 Al \ \ A'R20 -�-D.^I�r\ I I \ \\ I I / ; \ /' \ / \`\ I _ / 1 / \� ( \\/<\ \\ \\ LP V3 1 I I I I \\ \ \� ( \ '1 \ \\ \\ NV\ \ \ I \ / / ' 416.34' 416.52' 1 418.75' IN N N. \ \ WETLANDS ��_ .\\ ` \ \ l �J --� � / -- \ �) \ \ .-- �;� �l / W OBER \ UF y y w y 141, \ �\ - 416.11'� 167 < n , \ \ , \ \ \ .yN\ ' /\\\ 413 _ \�--- \ I \ ') ('/ ' �3 1 I I ` \ - \ `/412� y y y /Jc \ \Y J� \L \ \L \L \L \ \ \L \L \ \L QY \ J� ��k _ \BUFFER 61 \`Y \lam y --1 \ \ \ \ I' .= � IN, \---- \ `� , I I \ / \/ / �\ 1 I , I 1 i\ y y y AY I\ \ \ \ \"\ \ \\ \1. 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I"6�t��Aetv�•�•i � � �__��h��i�h���a.-..s _.._.<�_�.�1.►,��I�I I�►IEP ���I����`�• -._ � ��.� © -: ' I I' �� I�a�i` ' ` ° ����w�e�w�• EP `'�� /% '\\1j( too■�i1 '���`������. ICI I III dvii►i l::�I�I��/I�It�I_��l © ���Mr0�� rl�u �� �•�w�w�a 00 0 ti ti ti V)U) V) W W W 0QQ Q z z z ti ii ° QQ Qcn w 4 a 4 m z \ \ \ 0 In W W W W W Q Q Q Q W W W W Q Q W Q Q ZZI-ZZ p g 4 a a 4 a 00400 ZZ O W \ONO O � tDN\NN UD ti ti ti ti DATE 111912020 DRAWN BY C. GAYNER DESIGNED BY A. ALLISON CHECKED BY C. KOTARSKI SCALE 1"=20' Q Q z ��J//�� Vl J O Q> V 1 i z O Uw J Q wz ,, nn V ' ^ Vw/ CO Q 1-4 Q JOB NO. 40241 SHEET NO. C5.1 d d 0 42 m 3 d 0 O n n c m O 0 d N 7 0 0 c m r co v c m o. c 0 d 0 P. v 0_ zO v 0_ 0(9 �Z 0 02 c � m w E O -O C C N CO N a 8 0 aci K r, 3Z Z N O N o. axi H a) 00w L 0 0 nw O 0. > c Y 7 N U N O N N m ccp N U c 0 d E D c U � vO 6 U :5 o c w O N O U y8 C m no d Er F- L r� ROUTE Club Drive PROJECT Keswick Hall Spa DESIGNER: CG DATE 1/11/2021 CHECKED: UNITS :NGLISH p L' xI 94 ` �� �� J U CRAIG W. I. KOTARSKI Lic. No. 0402048507 "a O I - 0-21 ��_ O �y ©NAL 0. , m E O O � U N "i N C > E Lu O O O ~ W �' to to to H N 3 0 3 ti ti ti O � M rn M Lu m m m W J -� a> O N Z Z N v UJ LLl W Z W a0-/ z 7 x p Q Q O Z o R w W W W Ln 2 ry iY Q Q Q O H U a U) 4 a 4 LU oN C) z \\ \U) CO O W W W W OJ J H - z z z z w Q Q Q O W W W W z z Q Q .14J Q Q - 0�5 Q. a a 4 a O � � Z) vj vI 5 ul 0 00400 w wO O N ti ti LD-229 PROJECT: Keswick Hall Spa Designed by: CG = w O N O O STORM SEWER DESIGN COMPUTATIONS LOCATION: Charlottesville Q N �\ O O \\~ 00 COUNTY: Charlottesville Checked by: z \ � ^i ~ O STORM FREQUENCY 10 NOAA STATION: 0 ti ti ti ti UNITS ENGLISH � DATE O r 11/9/2020 DRAWN BY C. GAYNER • DESIGNED BY • A. ALLISON • CHECKED BY C. KOTARSKI • • SCALE • N/A • • V 1 LD-347 PROJECT: Keswick Hall Spa DESIGNED BY: CG LD-347 PROJECT: Keswick Hall Spa DESIGNED BY: CG z HYDRAULIC GRADE LINE ANALYSIS HYDRAULIC GRADE LINE ANALYSIS O Checked: Checked: INCIDENCE PROBABILITY 10 Year INCIDENCE PROBABILITY 10 Year I --I Q J U J ^Q U I..L c�az zQ J > w Q r MJ�.,/� 2 Z Co Q O U w z J H� (� W V V / Q UJ W 0 L.L LU Q C� L.L ,O 0 V J JOB NO. 40241 SHEET NO. C6.2 FROM POINT TO POINT DRAIN. AREA "A" Acre (3) RUNOFF COEFF. "C" (4) CA TOTAL INLET TIME Minutes (7) RAIN FALL In/Iir (8) RUNOFF INVERT ELEVATION LENGTH of Pipe Ft. (12) SLOPE Ft./Ft. (13) SIZE (Dia. Or Span/Rise) In. (14) SHAPE Number of Pipes Capacity CFS (15) Friction Slope Ft./Ft. NORMAL FLOW FLOW TIME Sec. (17) REMARKS (18) PIPE NO. INCRE-ACCUM- MENT (5) ULATED (6) Lateral CFS TotalQ CFS (9) UPPER END (10) LOWER END (11) Depth of Flow, do Ft Area of Flow, An SgFt I'm Ft. Vn Ft/Sec (16) En Ft. REFERENCE (1) STA. REFERENCE (2) STA. 101 102 100 0.00 0.00 0.20 5.64 6.34 0.00 11.23 412.23 411.70 53.02 0.01000 24 Cucular 1 24.51 0.00220 0.95 1.47 0.48 7.63 1.86 6.95 103 104 102 0.00 0.00 0.20 5.37 6.42 0.00 11.23 413.50 412.33 116.56 0.01004 24 Circular 1 22.67 0.00260 1.00 1.56 0.50 7.20 1.80 16.19 105 106 104 0.25 0.49 0.12 0.20 5.29 6.45 0.00 11.23 413.97 413.60 36.95 0.01001 24 Circular 1 24.52 0.00220 0.95 1.47 0.48 7.63 1.86 4.84 107 108 106 0.00 0.00 0.05 5.14 6.50 0.00 ]0.32 416.96 414.07 57.73 0.05006 18 Circular 1 25.46 0.00860 0.67 0.76 0.35 13.65 3.56 4.23 107A lOBA 108 0.07 0.80 0.05 0.05 5.00 6.54 0.00 0.36 424.63 424.37 25.65 0.01014 12 Circular 1 3.89 0.00010 0.20 0.12 0.12 3.09 0.35 8.31 109 SWM3_O 108 0.00 0.00 0.00 5.00 0.00 0.00 9.97 422.00 420.32 55.93 0.03004 18 Circular 1 19.72 0.00800 0.76 0.89 0.38 11.19 2.70 5.00 113 114 112 0.15 0.77 0.12 0.12 5.00 6.54 0.00 0.76 425.09 425.00 9.00 0.01000 12 Circular 1 3.86 0.00040 0.30 0.20 0.17 3.82 0.53 2.36 115 116 SWM3_IN 0.39 0.60 0.24 0.32 5.19 6.48 0.00 2.05 423.43 423.16 27.00 0.01000 12 Circular 1 3.86 0.00300 0.52 0.41 0.26 4.99 0.91 5.41 115A 116A 116 0.09 0.90 0.08 0.08 5.00 6.54 0.00 0.53 423.92 423.53 39.03 0.00999 12 Circular 1 3.86 0.00020 0.25 0.15 0.15 3.45 0.44 11.32 117 118 SWM3_IN 0.26 0.52 0.14 0.61 5.63 6.34 0.00 3.89 423.27 422.41 85.68 0.01004 18 Circular 1 11.40 0.00120 0.60 0.67 0.32 5.84 1.13 14.67 119 120 118 0.51 0.39 0.20 0.42 5.51 6.38 0.00 2.69 423.74 423.37 37.05 0.00999 18 Circular 1 11.37 0.00060 0.50 0.51 0.28 5.27 0.93 7.03 121 122 120 0.26 0.47 0.12 0.16 5.28 6.45 0.00 1.06 425.98 423.84 79.53 0.02691 15 Circular 1 11.48 0.00020 0.26 0.18 0.15 5.84 0.79 13.63 123 124 122 0.08 0.51 0.04 0.04 5.00 6.54 0.00 0.27 428.19 426.08 70.30 0.03001 12 Circular 1 6.69 0.00010 0.14 0.06 0.09 4.16 0.41 16.90 125 126 120 0.10 0.60 0.06 0.06 5.00 6.54 0.00 0.39 423.88 423.84 3.98 0.01005 12 Circular 1 3.87 0.00010 0.22 0.12 0.13 3.17 0.37 1.26 127 128 118 0.06 0.32 0.02 0.02 5.00 6.54 0.00 0.12 424.02 423.71 31.21 0.00993 12 Circular 1 3.85 0.00000 0.12 0.06 0.08 2.25 0.20 13.86 129 130 118 0.07 0.50 0.04 0.04 5.00 6.54 0.00 0.23 425.00 424.94 4.04 0.01486 12 Circular 1 4.71 0.00000 0.15 0.07 0.09 3.11 0.30 1.30 131 132 106 0.03 0.70 0.02 0.02 5.00 6.54 0.00 0.14 414.13 413.97 31.25 0.00512 IS Circular 1 5.01 0.00000 0.14 0.08 0.09 1.78 0.19 17.53 133 134 106 0.04 0.45 0.02 0.02 5.00 6.54 0.00 0.12 414.33 414.13 19.86 0.01007 8 Circular 1 1.31 0.00010 0.14 0.05 0.08 2.35 0.22 8.47 135 136 102 0.10 0.35 0.04 0.04 5.00 6.54 0.00 0.23 420.71 415.55 51.64 0.09992 8 Cucular 1 4.14 0.00030 0.11 0.04 0.07 6.38 0.74 8.09 INLET OR JUNCTION STA. INVERT EL. OUTFLOW FIFE DEPTH OF FLOW OUTFLOW FIFE OUfLEr WATER SURFACE ELEV. DIA. PIPE Do (Wmn) DESIGN DISCH Qo (CFS/CMS) LENGTH PIPE Lo (RIM) FRICTION SLOPE, Sfo (FT/Ff) (rwM) FRICTION LOSS HF (RIM) JUNCTION LOSS SURFACE FLOW Adj. H 1.3 H[ (RUM) Inlet Shaping? Y/N 0.5 H (RUM) FlN4L H (FUM) Inlet Water Surface Elevation Top of MH Top of Inlet Bev. APPROX. Adjustment? Vo Contr. Ho (FUM) Vi Vi'Z2g H (Expo) 0.35"AMX (Vi2/2g) SKEW Angle K Bend H (FUM) Sum HL (RUM) (1) (2) (3) (4) (5) (6) (7) ($) (9) (10) (11) (12) (13) (14) (15) (16) (16) (17) (1$) (19) 100 413.290 102 411.700 2.00 413.300 24 11.232 53.02 0.00220 0.116 7.631 0226 7.199 0.805 0282 0.0 0.00 0.000 0.508 0.000 0.508 YES 0.254 0.370 413.670 420.930 O.K. 136 415.550 0.67 416.083 8 0.229 51.64 0.00032 0.017 6.384 0.158 0.000 0.000 0.000 0.0 0.00 0.000 0.158 0.229 0.206 YES 0.103 0.119 420.816 425.560 O.K. 104 412.330 2.00 413.930 24 11.232 116.56 0.00258 0.300 7.199 0201 7.634 0.905 0.317 0.0 0.00 0.000 0.518 0.000 0.518 YES 0.259 0.559 414.495 418.490 O.K. 106 413.600 2.00 415.200 24 11.232 36.95 0.00220 0.081 7.634 0226 13.654 2.895 1.013 0.0 0.00 0.000 1239 0.787 1.239 YES 0.620 0.701 415.901 418.750 O.K. 132 413.970 1.25 415.901 15 0.137 31.25 0.00000 0.000 1.783 0.012 0.000 0.000 0.000 0.0 0.00 0.000 0.012 0.137 0.016 YES 0.008 0.008 415.909 416.750 O.K. 134 414.130 0.67 415.901 8 0.118 19.86 0.00008 0.002 2.345 0.021 0.000 0.000 0.000 0.0 0.00 0.000 0.021 0.118 0.028 NO 0.028 0.029 415.930 417.680 O.K. 108 414.070 1.50 415.901 18 10.321 57.73 0.00860 0.496 13.654 0.724 11.191 1.945 0.681 0.0 0.00 0.000 1.404 0.000 1.404 YES 0.702 1.199 417.625 428.290 O.K. 108A 424.370 1.00 425.170 12 0.356 25.65 0.00009 0.002 3.088 0.037 0.000 0.000 0.000 0.0 0.00 0.000 0.037 0.000 0.037 YES 0.019 0.021 425.191 429.600 O.K. SWM3_OUT 420.320 1.50 421.520 18 9.970 55.93 0.00802 0.449 11.191 0.486 0.000 0.000 0.000 0.0 0.00 0.000 0.486 0.000 0.486 YES 0.243 0.692 422.755 427.000 O.K. INLET F .n z6wv�� �.., E � U U a U a av O �� O F w� � a A''�' a� �xc1 >� o� U axo Sag Inlets Only 'z, � .wa �� �� ca F 106 DI-1 1.500 0 4 0 0 Back/Lt. 0.000'RI 0.160 0.39 0.0624 Ahead/Rt. 0.062 4 0.248 0 0.0200 0.0200 3.675 2.000 0.54422 0.0200 ] 2.00 Ahead/Rt. 0.248 0.0200 1.500 L5 0.248 1.122 0.160 3.122 4.675 Weir Flow 114 DI-3C 6.000 0.080 0.80 0.064 Back/Lt. 0.000'RICiFIT 0.064 4 0.256 0 0.0200 0.0400 2.411 2.000 0.82953 0.0400 1 2.00 Back/Lt. 0.070 0.74 0.0518 Ahead/Rt. 0.052 4 0.208 0 Ahead/Rt. 0.464 0.0200 6 0.464 0.913 0.320 0.02667 11.9985002 2.913 1.901 Weir Flow II6 DI-3C 6.000 0.240 0.52 0.1248 Back/Lt. 0.000'RICiFIT 0.125 4 0.5 0 0.0200 0.0400 3.097 2.000 0.64579 0.0400 1 2.00 Back/Lt. 0.150 0.73 0.1095 Ahead/Rt. 0.11 4 0.44 0 Ahead/Rt. 0.940 0.0200 6 0.940 1.462 0.320 0.02667 11.9985002 3.462 3.045 Weir Flow 116A DI-1 1.250 0.080 0.68 0.0544 Back/Lt. 0.000'RI($IT' 0.054 6.542 0.353 0 0.0100 0.1000 1.745 2.000 1.14613 0.1000 1 2.00 Back/Lt. 0 6.542 0 0 Ahead/Rt. 0.353 0.0100 1.250 1.25 0.353 2.476 0.800 4.476 2.063 Weir Flow 118 DI-3C 6.000 0.260 0.52 0.1352 Back/Lt. 0.000'RI($IT' 0.135 4 0.54 0 0.0600 0.0400 1.640 2.000 1.21951 0.0833 2.0825 3.04 Back/Lt. 0 4 0 0 Ahead/Rt. 0.540 0.0600 6 0.540 1.010 0.320 0.02667 11.9985002 3.010 2.104 Weir Flow 120 DI-3C 6.000 0.510 0.39 0.1989 Back/Lt. 0.000'RI($IT' 0.199 4 0.796 0 0.001 0.0500 5.619 2.000 0.35594 0.0500 1 2.00 Back/Lt. 0 4 0 0 Ahead/Rt. 0.796 0.001 (i 0.796 1.308 0.400 0.03333 12.0012001 3.308 2.180 Weir Flow 122 DI-1 1.000 0.260 0.47 0.1222 O'RIGHT 0.122 4 0.488 0 0.488 0.0100 0.0208 5283 2.000 0.37857 0.0200 0.96154 0.716 1.98 0.0000 0.0208 14.151 1.000 0.071 0.731 0.357 0.131 L299 124 DI-1 1.000 0.080 0.51 0.0408 0.000'RI($IT' 0.041 4 0.164 0 0.164 0.0100 0.0208 3.529 2.000 0.56673 0.0200 0.96154 0.890 1.98 0.0000 0.0208 8.951 1.000 0.112 0.899 0.147 0.017 0.862 126 DI-1 1.000 0.100 0.60 0.06 Back/Lt. 0.000'RI(ifff 0.06 4 0.24 0 0.0200 0.0208 2.111 2.000 0.94742 0.0500 2.40385 2.70 Back/Lt. 0 4 0 0 Ahead/Rt. 0.240 0.0200 1.000 1 0.240 1.259 0.166 3.859 5.042 Weir Flow 128 DI-1 1.000 0.060 0.31 0.0186 Back/Lt. 0.000'RICd-Il 0.019 4 0.076 0 0.0400 0.0400 1.343 2.000 1.4892 0.0400 1 2.00 Back/Lt. 0 4 0 0 Ahead/Rt. 0.076 0.0400 1.000 1 0.076 0.668 0.320 2.668 1.392 Weir Flow 130 DI-1 0.670 0 4 0 0 Back/Lt. 0.000'RI 0.070 0.50 0.035 Ahead/Rt. 0.035 4 0.14 0 0.0400 0.0400 1.689 2.000 1.18413 0.0400 1 2.00 Ahead/Rt. 0.140 0.0400 0.670 0.67 0.140 1.147 0.320 3.147 2.391 Weir Flow 132 DI-1 1.000 0.030 0.71 0.0213 Back/Lt. 0.000'RIQIT 0.021 6.542 0.137 0 0.0100 0.0208 1.372 2.000 1.45773 0.0833 4.00481 3.50 Back/Lt. 0 6.542 0 0 Ahead/Rt. 0.137 0.0100 1.000 1 0.137 0.809 0.166 3.808 3.240 Weir Flow 134 DI-1 0.670 0 4 0 0 Back/Lt. 0.000'RI 0.040 0.45 0.018 Ahead/Rt. 0.018 4 0.072 0 0.001 0.0208 1.660 2.000 1.20482 0.0833 4.00481 3.50 Ahead/Rt. 0.072 0.001 0.670 0.67 0.072 0.745 0.166 3.414 2.983 Weir Flow 136 DI-1 0.670 0.100 0.35 0.035 O'RIG11T 0.035 4 0.14 0 0.140 0.0500 0.0100 3.852 0.100 0.02596 0.0200 2 0.069 2.01 0.1677 0.0216 13.269 0.670 0.050 0.077 0.011 0.129 0.474 INLET OR JUNCTION STA. INVERT EL. OUTFLOW PIPE DEPTH OF FLOW OUTFLOW FIFE OUTLET WATER SURFACE ELEV. qA. PIPE fb (h/mm) DESIGN DISCH. Qo (CFS/CMS) LENGTH PIPE Lo (RIM) FRICTION SLOPE, Sfo (FT/FH (rwM) FRICTION LOSS HF (FUM) JUNCTION LOSS SURFACE FLOW Adj. H 1.3 H (FUM) Inlet Shaping? Y/N 0.5 H (FVM) FIN4L H (RUM) Inlet Water Surface Elevation Top of M� Top of Inlet Bev. APPROX. Adjustment? Vo Contr. Ho (FUM) Vi Vi Z2g H (Expo) 0.35'AMX (Vi2/2g) SKEW Angle K Bend H (Fl/M) Sum HL (FUM) �1) �2) �3) i4) i5) i6) (7) ($) (9) (10) (11) (12) (13) �14) �15) �16) �16) �17) �18) i19) S WM3_I N 426.000 118 422.410 1.50 426.000 18 3.890 85.68 0.00122 0.105 5.841 0.132 5.270 0.431 0.151 0.0 0.00 0.000 0.283 0.856 0.368 YES 0.184 0.289 426.289 428.200 O.K. 120 423.370 1.50 426.289 18 2.692 37.05 0.00058 0.022 5.270 0.108 5.837 0.529 0.185 0.0 0.00 0.000 0.293 1.269 0.381 YES 0.190 0.212 426.501 428.300 O.K. 122 423.840 1.25 426.501 15 1.055 79.53 0.00024 0.019 5.837 0.132 4.160 0.269 0.094 0.0 0.00 0.000 0.226 0.787 0.294 YES 0.147 0.166 426.667 430.260 O.K. 124 426.080 1.00 426.880 12 0.268 70.30 0.00005 0.004 4.160 0.067 0.000 0.000 0.000 0.0 0.00 0.000 0.067 0.268 0.087 YES 0.044 0.047 428.327 432.720 O.K. 116 423.160 1.00 426.000 12 2.053 27.00 0.00296 0.080 4.992 0.097 3.448 0.185 0.065 0.0 0.00 0.000 0.161 1.523 0.210 YES 0.105 0.185 426.185 430.140 O.K. 116A 423.530 1.00 426.185 12 0.530 39.03 0.00020 0.008 3.448 0.046 0.000 0.000 0.000 0.0 0.00 0.000 0.046 0.530 0.060 YES 0.030 0.038 426.222 428.010 O.K. 128 423.710 1.00 426.289 12 0.124 31.21 0.00001 0.000 2251 0.020 0.000 0.000 0.000 0.0 0.00 0.000 0.020 0.124 0.026 YES 0.013 0.013 426.302 428.550 O.K. 130 424.940 1.00 426.289 12 0.229 4.04 0.00004 0.000 3.106 0.037 0.000 0.000 0.000 0.0 0.00 0.000 0.037 0.229 0.049 YES 0.024 0.024 426.313 428.090 O.K. 126 423.840 1.00 426.501 12 0.393 3.98 0.00011 0.000 3.170 0.039 0.000 0.000 0.000 0.0 0.00 0.000 0.039 0.393 0.051 YES 0.025 0.026 426.527 428.070 O.K. 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C6.3 N L Virginia Stormwater Management Handbook, Chapter 9 July 2013 I Virginia Stormwater Management Handbook, Chapter 9 July 2013 L.� 18' PARKING (REFER TO SHEETS C4.00 FOR LOCATION) se is se se •• d■ • • is 110 Irl IN al El IMMUNE 4"21B STONE PVC UNDERDRAIN PIPE PERMEABLE PAVERS SECTION - LEVEL 1 No Scale GEOTEXTILE FABRIC (TENAX MS220B OR EQUIVALENT) M// a PERMEABLE \\ SETTING BED AGGREGATE \� \ 4" 21 B STONE 9.75" #57 STONE COMPACTED SUBGRADE SLOPE TO UNDERDRAIN 9-C.8.0. PERMEABLE PAVEMENT: O&M CHECKLIST Inspection Date Project Site Plan/Permit Number Location Date BMP Placed in Service Date of Last Inspection Inspector Owner/Owner s Representative As -Built Plans available: Y / N Facility Type: Level 1 Level 2 Ideally, each permeable pavement installation should be inspected in the Spring of each year, especially at large-scale installations. Z ? Z Y Elemant of C, C_ Who Will BMP Potential Problem E .mod. tg v How to Fix Problem Address Comments m m Problem W L i c � There is excessive Remove immediately. Owner or trash and debris professional Contributing There is evidence of erosino and/or bare or Stabilize immediately. Owner or Drainage Area exposed soil professional There is excessive Owner or landscape waste and Remove immediately. professional yard clippings Check that tree roots have not penetrated the pavement and leaf residue has not Trees and shrubs are cloAdiacentgged the pavement. Owner or Von within 5 feet of the Vegetation that limits access Professlonal pavement surface or interferes with the permeable pavement operation must be pruned or removed. There is excessive trash, debris or Remove immediately Owner or Inlets, Pre- sediment Professional Treatment accumulation Cells and Flow There is evidence of Owner or Diversion erosion and / or Stabilize immediately professional Structures exposed soil Clean out sediment or Evidence of clogging debris. Remove and wash or Professional replace stone, as needed Eliminate standing water and establish vegetation; treat for mosquitoes as needed. If Pavement sprays are considered, then Owner Mosquito proliferation use a licensed pest professionor al onal controller to apply an approved mosquito larvicide (only if absolutely necessa 9-C-22 L DEQ Spec. Na 7 & PFM 6-1304 Project Nearer. t a�irsirlan Firm- _6o. Plan Number 31d Pany Inspection Firm. L I _ sire Addni -- Pm1y I rlspettofs Name: J Latitude/ Lnngitlitle: 'N 'W COMeLl hole/Phone NurMer. BMP ID Number as shown on plan and general location on the site 'IJ J • A certification Is required for all SW MBMP facilities under PFM 6.1300 at. seq. • A Virginia licensed professional engineer or licensed professional meeting the exemption regtlirefeents of thlb- Code of Virginia §54.1-401 must s'gn Ihti_rj{!p3fion at the end of this checklist Instructions - -� • Check each item as complete, or write in "N/A' for those items that are not applicabe t • Fill in blanks for requested information on dimensions, materials, etc. • Provide one or more photos for applicable items; eheckboxes indicate items that retie, photos. Pre -Installation Meeting and Site Preparation CHECK PHOTO I DESCRIPTION DATE OF INSPECTION) COMMENTS ❑ Pre -Installation Meeting with - - -contractor designated to install the facility - 3rd party inspector (or designee) A review of checklist and tentative schedule for interim Inspections and skin -offs has been discussed ❑ Contrlbuting dealn u e areas are stabilized and not eroding. ❑ ❑ StomwrMer runoffs diverted around the excavation area to a sGhilicl d conveyanc& Excavation CHECK PHOTO ESLPoPIION DATE OF INSPECTION I COMMENTS ❑ Horizon xi IoeMioffa UP is in xcordiirce with the approved plans. ❑ Subgrade surface free of Rocks, roots, a6&Farge voidsvoids may be filled with base aggregate.) ❑ For melt permeable pavement: Excavation beft. is scardled.I ❑ No groundwater seepage or standing water Is present. Any standing water is dewatered to an acceptable dewatering device, and the design consultant has been notified. ❑ ❑ Excavation of facility has achieved proper elevations and grade per approved plans. Filter Layer and Underdrain Placement CHECK PHOTO _ _ DESCRIPTION DATE OF INSPECT ION; CUM MENIS ❑ All aggregates (stone, sand, etc., as required) are clean, washed, and conform to specifications. ❑ ❑ Perforated underdrain sae and spacing per approved plans. Pipe Diameter_ Inches Material PIP.Spacing _ft. Slope_ Perforation Size/Spacing It. ❑ Filter layer and initial reservoir layer aggregates spread(not dumped) to avoid aggregate segregation per approved plane[. Depth of er layer tG ❑ ❑ 7 Impermarable liner (when required) is placed in accordance wft I= manufacturer specifications, per approved plans.. ❑ Underdrain, observation weld and underdrain ratings (45' wyes, cap at upstream end, etc.) installed per approved plans. N umber of Observation wells Page 1 of 2 Stabilize immediately. Mow, irrigate and apply organic There is evidence of (not chemical) fertilizer, as erosion and / or bare needed to keep grass Owner or or exposed soil in grid healthy and dense enough to professional provide filtering while paver areas protecting the underlying soil. Remove any grass clippings. There is loose Remove immediately and material (e.g., bark, vacuum sweep the area to Professional sand, etc.) stored on prevent clogging the the pavement surface pavement pores. Pavement is stained The surface must be kept and/or dogged or clean and free of leaves, water is ponded, debris, and sediment by Pavement indicating the vacuum sweeping (without Surface pavement is not brooms or water spray) draining properly. immediately and, otherwise, Measure the at a frequency consistent drewdown rate In the with the use and loadings observation well for encountered (at a minimum, three (3) days annual dry -weather following a stone sweeping in the Spring). Professional event that exceeds Where paving blocks are 1/2-inch of rain. I f installed, the sweeper must standing water i still be calibrated so it does not observed in the well pick up the stones between after three days, this the paver blocks. Following is a clear sign that the the vacuum sweeping, test pavement is clogged. pavement sections by There are significant pouring water from 5 gallon amounts of sediment buckets, to ensure proper have accumulated drainage. between the pavers. There is evidence of surface deterioration,Structural Repair or replace affected Integrity such as slumping, areas, as necessary. Professional cracking, spelling or broken pavers. Observation Is each observation Repair, as necessary. Professional Wells well still capped'? Outlets are obstructed Remove obstructions and Outlet or erosion and soil stabilize eroded or exposed Owner or exposure is evident below the outlet. areas.Professional 9-C-23 0 �'�Par�tyMonstruction Inspection Cil eclilist and t;eliitltcavoll Permeable Pavement bEQ Spec. No. 7 & PFM 6.1304 Stone Reservoir Aggregate PlacemenLt-] CHECK PHOTO OESLNIPTION DATE OF INSPELTN)N/COMMENTS Sides covered with paotaMila with no ten, heba, orexcessiv wrinkles. ❑ ❑ Stone reservoir layer aggregate play wk compaction, and thickness, are perapproved plans. Depth of natrrvok layer aggregate Inches Bedding Layer and Pavement Installation CHECK PHOTO DESCRIPTION DATE OF INSPECTION/ COMMENT -S ❑ ❑ Pre-treatment structures (when required) are installed Part approved plans. Type of pretreatment ❑ Concentrated Row is not being dlschamed direct�omo Ihe` permeable pavement r ❑ Pavement surface is even and runoff spreads weely across surface. ❑ Flow reduction orifice or cap placed ant a eF -en o l a pavement underdmin per approved plans. FI ❑l, Permeable pavement block systems which require edge restraints are installed flush with line paver blocks per approved plans. Size of Edge Restraints_ Type of Edge Restraints GL Aggregate layer for the installation of the underdrain system is pe ro per approved plans. gregate WI fL ®�eptb_pf iu al' -aggregate layers ❑ Signs Installed par PFM 64301.3e ❑ For porous asphalt and pervious concMe pavement, the full psmeabllily, of paved surface has been properly tested )clean waterapplied at a rein, rote of 5 gpm over the entire surface), and all water inhibited directlywithout puddle formation or surface mnoR. I Ll ❑ Provide photo of the OMP facility and completion of construction. Final Certification C� 1 do hereby certify that this as -built infermatlon for the storrnwater management/BMP Facility was inspected by me (or byL an individual under my responsible charge) and conforms to the approved plans, except as indicated) k Dal License Number ea ("Certify" means to state or declare a professional opinion based on sufficient and appropriate onsite inspections and) rmaterial tests conducted durinn construction). Nat aft VA DEQ STORMWATER DESIGN SPECIFICATION NO. 7 9.3. Maintenance Inspections It is highly recommended that a spring maintenance inspection and cleanup be conducted at each permeable pavement site, particularly at large-scale applications. Maintenance of permeable pavement is driven by annual inspections that evaluate the condition and performance of the practice. The following are suggested annual maintenance inspection points for permeable pavements: • The drawdown rate should be measured at the observation well for three (3) days following a storm event in excess of 1/2 inch in depth. If standing water is still observed in the well after three days, this is a clear sign that clogging is a problem. • Inspect the surface of the permeable pavement for evidence of sediment deposition, organic debris, staining or ponding that may indicate surface clogging. If any signs of clogging are noted, schedule a vacuum sweeper (no brooms or water spray) to remove deposited material. Then, test sections by pouring water from a five gallon bucket to ensure they work. • Inspect the structural integrity of the pavement surface, looking for signs of surface deterioration, such as slumping, cracking, spalling or broken pavers. Replace or repair affected areas, as necessary. • Check inlets, pretreatment cells and any flow diversion structures for sediment buildup and structural damage. Note if any sediment needs to be removed. • Inspect the condition of the observation well and make sure it is still capped. • Generally inspect any contributing drainage area for any controllable sources of sediment or erosion. An example maintenance inspection checklist for Permeable Pavement can be accessed in Appendix C of Chapter 9 of the Virginia Stormwater Management Handbook (2010). Based on inspection results, specific maintenance tasks will be triggered and scheduled to keep the facility in operating condition. ; ems?, L-x� �%� `>1a U CRAIG W. I. KOTARSKI Y Lic. No. 0402048507 rr $ 01-18-21 M E O IT C) N ('14 > E w q3 E LU QU. ' 3 a-. 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KOTARSKI /' / ----- \ \\ \MIABLEWID �\ V HITE OAK\ ` \ \_ \ \ / / / / /' - - \ ^ \ ` ' _ _ ') / • • SCALE \ ^ \ \ \ \ \ -4Zs' - _ /' ' • `t / / / / GENERATOR PA ANENT ST- \\ ELEVATION \ N I\ - \ M GEMENT FA I ITY M T - „ / (SEE STRUCTURAUMEP `t 5�68 PG 0603- 0 t2 - - ^ - _ I • 1"=20' \ 20' WHITE OAK \ / / / \ � / ! / I I / PLANS FO PAD-D€SiGN � _. \' \ I \ / R \ C G 0613-0 6 9 \\\ \\ \ \ \ \ \`\ \ 1 1\O P/ sS b \\'...... \.}.\1\/� \ G \ 1\ / • \ \\� 6"WHITE OAK,,,SPA/ �'.'....'L III \ c — \ 1 G \ 1 \^ �435 / \ \ \ 14"WHITE A 24"WHITE OAK \ I \ ` \ \ \ \ \ \ \ ` /' ENTRY LEYtL FFE = 429.25' \ ` \ — / / LOVyERtEVEL FFE417.00' \ \ \ \ \ J 8" WH/TE19AK 12" WH1TF� OAK \ ` 42g \ \ \ / / / / \\ .1. ,' :I I' I 1 \ s \ 3h \ \ 14„ WHITE OAK \ \ \ \ \ 24" WHITEOAK\ \ \ \ ` \ ` OAK \ _ / ' / ' / / / ' \ ZL:� 6 EC/DUOUS t ' \ \ \ ` \ \ \ \ � ' \ \ \ \ 14" WHITE BALC 2q PERMANENT,STORMWATER MANAGEMENT -FACILITY EASEMENT 24" WHLTE OAK -�4-WHITE OAK 55 DB 05368 PG 0603-00612 _ \ 27"WHITE OAK�! \ ` �13�/�NE - - 4fe- DB 05369'PG 0613-00619 - w sea \ \ \ ^ `lI\\ \ \ \ \ \-I'- ��\\I U6 11 \20" DkIDU I \ / , ui \ 1 \ n 423 / I \ \ I \ I \ I v 1 421.6"M)9PLE 1 \\ I \ \\ I V' \ \ / / \ Q 16"PINE \ ^ � -� _ qq I \ ` \ / W \ \ \ „ VHI K \ \ I I - 1 _ - - _ _ A 7 D` I 1 1 1 "DECIbUOUgI \ \\ I / \ / \ 96, I I r / / 10"hIAPL I \ I / \ / I 1 \ \\ 2"W 6"P/NE l ` - \ 12" DECIDUOUS \ \ \\` \ \ \ I �\ _ ' / 1 I \ \ IN _ - r ^ W 15"MM�I 'LE I \ \ \ \ ' - 432- _� L.L ` \`\ \`\ \ \ \ / / ip / / \ / \ \ r \ ` \ I _ _ 2" WHITE OAK I / V � \ J \ \ WETLANDS �o\' M LE \ \\ \\` \\ \ / / l / _ - , _ / \ \ / , , r \ I \ \ \ \ / \ - \-' 15" WHITE OAK 10"DECIDU US W >L >4 J' J' y y _ _ \ \ _ _ 1 S\ CIDUol7Ss i _ / ' \ " \ \ l / � \ \ � \\ V8"M LE \ .6" MAPLE I ' \ " MA E / I I '1\2" MAPLEI \ \ \ \ \ \ i U y \l+ >Y y y 141, \l+) \ \ _ \ r ' - \ / _ 12"J4/�T / \ \ _ \ \ I1 I L �Ik - \ 1 \ / \ 1 \ \ ( \ 15"WHITE OAK \ \ 1..L fa" [jECIDUOUS/ I \ ` , ' _ - _ OAK ' ' I \ \ \ \ / \ \ i ` 412- \ ` \ WHITE bAK 1 \ \ \ \ \ \ \ \ \ + z \1/ .y \L /Jc \ y y .y - _ � \ I \ / � � }I -/ - ' \ 10"DEC -- - /I I h"DECIDUO(i.S ` \ / / / ' _ l 1 \ \\ \ \\ \ - \ O >L \ \ \ \ Q 'Qq EXTENT Of\ / w > \ \ \ ` — — I 1 \ U I I \. 12"DECIDUOUS m 28"WHITE OAK 10"D IDUOUS \ ^ \ 50' 0I x_n / "1" BAMBOO \ \ I \ 1 \ / / - - - - - - ' ^ �2DECl gOUS�. ? Q \ \ �'?s l ' -> \ _ l 1 \ W W BUFFLaR / \ r�� \ 10 DECIDUOUS H� < C \ \ \L \L \ \L FY \ \ J' �>k _ -`Y- - \ \L / \ / \ \ ` ` ' egE61D000S 26" WHITE70AK \ W SE`T ACk / V ITE O� K \ 12" W 41111E OAK \ \ �' I / ^ \ r _ v _ \ \ \ I `p / -' - - \ \ \ \ 1 I \ 12" DECIDUOUS \ ` l / r \ ` , 1 / \ \ III \ Lu m / \ \ / `%' 14"WHITE OAK t 1 \ \ / / I \ \ 5" WHITE OAK \ \ \ 1 \ \12" WHITE OAK \ \ 15" WHITE OAK \ \ / - \ < \ / \ \- - - - _ \ i I 1 \ / I I % \ \ / _ 5" WHITE O v • J 4"�ECID�.IOUS, - \ 4"WHITE OAK L Q 8"7 hA \ `1$"MAPLE l \ \ \ \ � L� ' DECIDUOUS - \ `\ `\ ` \ / - ' \ \ \ 26"WHITE OAK 10 d' J'� •y/ \L \Y •� �Y \ \ \ \ I / ` I 15"WH(TE OAK / 1 \ \ �4 \ ` - - \ 7".QECIDUOL)S 8" TE OAK \ / \ i \ \ , 12" DECIDUOUS 24" IdU (i5 \ \ / ' J [. 29"WHITEOAK 6"DECID6/QUS \L \ \ \ / / _ \ - \ 2"I�HITE A ' 6"DECIDUOUS 1 \ 10"DECIDUOUS 1 / _ _ _ W \ \ \ I 1 \ 7"DEC/DUOU 20"DECIDU _ - I \ / \W, � J' >1/ y y \L\ `\ \�' � r/'\ _ \ \ \\ ` `\I I \ I / I 15"PINE\ - /✓ — I \ \ 4"DECIDUOUS \ ' 10"DECIDUOUS Z� \ / 26" WHITE OAK 18" DEC/DW OY/S I/Q \ (0" WHITE CA� r y \ y \-//� \ \�--I- a'� �\ / I 1 / \ / /� 6"DEC/DUOUS LL .y .y .� .1T \ \ y �Qi , \ \ \ I \ - \ /' ` \ ' \ / / 13" DECIDUOUS \ \ I EXTENT OF BAMBOO O 4"DEC/DUOUS /\L \L y/\ \ \' ]Y \l, —\ 24"DECIDUOUS\ \ \\ ! l I ( \ 28"WHITE OAK 5" DEC/DUOUS DECIDUOUI i 1� ` \ JOB NO. 14 WHITE OAK \ \ \\ \\ . \ \ - \ \ \ \ \ \\ •\ `\ \ - / 1 41-� y ,\ \ \ ✓ \ \ \� _/ //\ /1 `I ( 1 SCALEI"=zo' 40241 co co 0 20' 40' co SHEET NO. Z C6.6 \ O ai 7 a N x� c d d 0 m 3 0 0 O n n c m O 0 d N d 6 c co r N V c m m n c 0 d 0 F. v d zO v K O CD �Z mO 02 c � m w E O -o c c a) CO N a 8 O aci CD 3 Z Z N O o. axi H a) oT w L 0 0 nw O n > c Y 7 N U c N O a) N N m ccp N U c � N E D C U � 06 a U :5 o c w O m O U co C c8 o no r L CLEANOUT STA 10+12.00 TOP 418.06 C1 INV IN 413.32 (BUILDING-Cl) INV OUT 413.32 (C1-C2) 435 PROP. TELECOMMUNICATION LINES BUILDING-C1- 12.00' OF 6" SDR-26 PVC @ 1.50% CLEANOUT INV IN 412.48 (Cl-C2) INV OUT 412.48 (C2-C3) CLEANOUT C3 STA 11+10.10 VTOPO4V (C2-C3)085 (C2-EX) 435 430 430 PROPOSED GRADE 425 425 STRM PIPE 135 EXISTING ROOF GRADE LEADERS 420\X420 FIRE LINE 1 fJ� 3.5' 415 3.65 MIN 415 1' 410 410 Cl-C2 C2-EX 56.15' OF C2-C3 12.78' OF 6" SDR-26 PVC 41.96' OF 6" SDR-26 @ 1.50% 6" S R-26 PVC @ 1.92% @ 1.50% 405 405 400 400 - EX. 8" SSWR PVC 9+50 10+00 11+00 11+50 SSWR Cl - C3 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 MANHOLE 1 STA 10+00.00 TOP 427.50 INV IN 418.52 (EX) INV IN 417.97 (1-2) INV OUT 417.77 (EX. 8" (1)) 440 MANHOLE 2 INV IN 421.04 (2-3) INV IN 425.83 (2" PVC) INV OUT 420.84 (1-2) 44n 440 435 435 PROPOSED GRADE 430 430 51' OF 2" PVC Q5 SLOPE.SEE \ LANDSCAPE DETAILS 425 425 0.5 CONNECTION STRM PIPE INFORMATIO 121 EXISTING ROOF GRADE LEADER 420 420 415 415 9+50 10+00 11+00 11+50 FOUNTAIN OUTLET HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 MANHOLE STA 11+29.58 INV IN 421.04 (2-3) INV IN 425.83 (2" PVC) INV OUT 420.84 (1-2) MANHOLE 3 STA 11+88.16 TOP 428.45 INV IN 421.83 (EX 8") INV OUT 421.63 (2-3) 44n 435 435 PROPO ED GRADE EXISTIN G GRADE STFZM PIPE 430 129 430 \ EX ST. STRM PI E UNDERGRO ND 1 3 425 PO R RAIKI 425 OP. WATERINE �^ I ? 420 420 S R-26 PVC 58' Of 12g 5�226% 415 415 410 410 405 405 9+50 10+00 11+00 SSWR 1-3 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 440 45n 45n EXIST. 3.5' MIN COMM. 8"x6" LINE REDUCER EXIST 3" \ WATERLINE 445 445 TIE TO 8" STUB OUT 450 BEND EXIST. UNDERGROUND 440 POWER 440 WATERLI E .(WATERLINE EXIST. COMM. LINE EXISTING 435 E 00 BEND GRADE 435 / \ 11.250 22.50 BEND \ EXIST. PROPOSED \WATER INE GRADE 430 22.50 END � 430 EXIST. UNDERGROUND POWER STRM PIPE 3.5' MIN 121 I 6' CLASS 52 DIP ROOF 425 FIRE LINE LEADER 425 1.5' MI ROOF \ LEADER 1.5' MIN \ ROOF 11.250 BEND \ LEADER 420 420 SSWR PIPE \ PROPOSED 2 \ UNDERGROUND PROPOSED 45°BEND CON MUNICATION UNDERGROUND LINES 415 COMMUNICATIONS LINES 415 45° BEND 1' TIE TO SPA BUILDING SSWR PIPE BUILDING-Cl 410 410 (2) 450 BENDS 405 405 400 400 NOTE: CONCRACTOR TO FIELD VERIFY THE DEPTH OF EXISTING UTILITIES AND NOTIFY ENGINEER IF A CONFLICT EXISTS. 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 16+50 6 INCH FIRELINE HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 NOTE: ALL UTILITIES HAVE BEEN SHOWN AS APPROXIMATE. CONTRACTOR TO VERIFY UTILITY ELEVATIONS PRIOR TO THE START OF CONSTRUCTION. MAINTAIN A MINIMUM COVER OF 2.5 FT OVER ALL PVC CONDUITS AND 1 FT MINIMUM SEPARATION BETWEEN ALL EXISTING UTILITIES. 45n 440 8"x3" TS&V. TIE TO EXIST. WATERLINE. EXIST. UND RGROUND POWER 435 EXIST. CO M. 435 LINE EXIST. UNDERGROUND POWER 430 430 EXI STING G DE 425 42 1' MIN PRO DOSED \ GAS PROPOSED 420_\X G DE 42 3" C900 PVC STRM \ DOMESTIC PIPE LINE 105 415 415 1.5' MIN >\J- 1.5' MIN 45° BEND -/ 410 (2) 45° 410 BENDS 405 405 12+00 12+50 9+50 10+00 11+00 12+00 12+50 DOMESTIC WATERLINE HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 CONC. ENCASEMENT- - PROPOSED UNDERGROUND COMMUNICATIONS LINES TIE TO SPA BUILDING 45n \ 445 445 EXIST. WATERLINE \ EXIS . UNDERGROUND 440 PO R 440 EXIST. \ WATERLINE EXIST. COMM. Gr LINE 1' MIN P 435 1\ 435 IV ' �\ GRADE PROP. 1' MIN GRADE \ \ I 430 430 \\ UNDERGROUND PROP.6" POWER FIRE LINE STRM PIPE ROOF EXIST. 1' MIN 121 LEADER 425 WATERLINE 425 (2) 4" SCH 40 PVC UGT� CONDUITS REFER MEP UG � DRAWINGS S - OR OR UGT \ FINAL BUIL ING 1' MIN \ CONNECTI N DETAILS. 420 CONC 420 \ ENCASEMEN \ SSWR PIPE 1-2Gc 1' MIN 415 11 415 ROOF LEADER SSWR PIPE BUILDING-Cl- 12410 410 PROPOSED WATERLINES 405 405 400 400 9+50 10+00 11+00 12+00 13+00 14+00 LOW VOLTAGE COMM. DUCT BANK HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 15+00 15+50 U CRAYG WJ, KOTARSKI Lic. No. 0402048507 r$ 0I-18-21.��; M E O 0 U N N 0 o > E w � E LL '-' 3 LL o L w0 W t In¢a�vao W J -L N N Lu V x 0 ce w c V 2 Q)N = U > � H c ul rn NN � M a� CO J kDH z 0 PME 00 0 ti ti ti m m m V) U) V) W W W 0 Q 0 O Z Z Z Z ti w Is) L 4 m p Z3 z \\ \V) O m W W W W > z z z z w 0 0 Q O Q Q W Q Q 2ZI-ZZ 4 a a 4 a 00400 w\ O N O O 04 ti ti ti ti DATE 111912020 DRAWN BY C. GAYNER DESIGNED BY A. ALLISON CHECKED BY C. KOTARSKI SCALE 1 "=50' I..L V / a z_ J > W 2 z O U W J LL a Q ' ^ V/ W m J W Q JOB NO. 40241 L 0 5 PROFILE SCALE SHEET NO C7.0 Z N m � H (n M 0 �_ O mM awo OJ g 0 ..N Q z O N O F °�N N to't �+aNZ) L N+"t 7 H °O��a0 ��VZ_Z_p pFO>> > ce) �m�_ZZZ 430 430 PROPOSED GRADE 425 1 425 EXISTING \ GRADE \ 420 420 415 415 135f 3.5g 51.64' OF I 8" HDPE @ 10.00% 410 SSWR C1-C2 410 405 1 405 9+50 10+00 11+00 STR 136 - STR 102 HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 134: 8" NYLOPLAST BASIN - DOME GRATE STA 10+14.75 TOP 417.68 INV OUT 414.33 (133) 425 PROPOSED GRADE Z Z w m U) m U) N (n C4 N a. rn a w a � coo,O¢ co O N N O Q co M O° N ZIx CJaNF z I'- NH �wQ�0 wQvZ0 �0U) cmoa)0zz 440 Z_ Lu W 0) Z F CM_ 04_ It 118: DI-3C 6ft Throat co N ri STA 11+86.89 01 , c,.i ri ui c)+Nv" TOP 428.57 v1, INV IN 423.37 (119) 0 " v Z_ Z_ Z_ 0 INV IN 423.71 (127) N F 0 > > > > INV IN 424.90 (129) m F z z z z INV OUT 423.27 (117) 116A: 15" NYLOPLAST BASIN - DOME GRATE STA 10+00.00 TOP 427.48 INV IN 425.25 (8" HDPE) INV IN 425.25 (6" HDPE) INV OUT 423.92 (115A) 440 440 435 435 ` EXISTING PROPOSED GRADE GRADE � i 430 430 T MIN. i i 123 30 425 12 OF 425 @ 3.0096 121 1 1 1.5' 7 .53' OF 3.05' 119 15' HDPE 1 37.05' OF 117 2.69% 8"HDPE 85.68' OF 420 1.00° 18" HDPE 420 1.00% CONCRETE DUCT BANK 6" FIRE LINE SSWR 1-2 415 1 1 415 9+50 0 1� CM O M co LqM00, (0����� �oc6aa�Z) ZZZO 0¢a»» oU)OZZZZ 425 EXISTING GRADE 420 420 415 415 133 1 •86' OF 8' HDPE 410 @ 1.00% 410 405 405 400 1 400 9+5+50 STR 134 - 106 HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 SWM3 180 LF 60" CMP PIPE INFO. AT THIS LOCATION TOP: 427.30' BOTTOM: 422.30' 10+00 11+00 12+00 13+00 13+50 STR124 - SWM3 HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 a� a 106: DI-1 0 STA 11+13.66 p TOP 418.75 ur cm w a INV IN 414.07 (107) = J 'a INV IN 414.07 (131) O v INV IN 414.13 (133) ° M Cr INV OUT 413.97 (105) LO = 0 M ea o 108: MH-1 i STA 10+55.93 104: MH-1 ^ 6 � N "! 'n N � 7 c0 TOP 428.29 STA 11+50.61 N N l0 c6 d� 0 c m m 0 F, N ai INV IN 422.76 (107A) TOP 418.49 v z_ z_ z Gu c v z INV IN 420.32 (109) INV IN 413.60 (105) O >>>¢a> INV OUT 416.96 (107) INV OUT 413.50 (103) U) F z z U)) ? d'AF WEIR PLATE - SWIM 3 180 LF 60" CMP TOP: 427.00' BOTTOM: 422.00' - O u¢j r 0 0 r ^M O F ov N rn 132: 12" NYLOPAST BASIN - ohm rn ^ Mco qn ri 108A: 12" NYLOPLAST BASIN - M °? 0) Mom DOME GRATE _ co uo ul) o o M O It N M, N v SOLID COVER N N N 't 1 °O N V H STA 10+00.00 O r` V N o F M O+M'Tj STA 10+00.00 ��azz� TOP 416.71 p�azzz� O O 66 Q a ? O TOP 428.42 a6 ¢ a > > INV IN 414.33 (6" ROOF LEADER) ¢ a > > > O z z INV IN 424.73 (8" HDPE) U) z ? z INV IN 414.33 (6" ROOF LEADER) o ? ? ? ? ~ - - INV OUT 423.02 (107A) INV OUT 414.23 (131) 440 435 435 425 EXISTING GRADE 435 435 PROPOSED GRADE 430 / 430 K425 425 115A 38.97' OF 42012" HDPE 420 @ 1.00% 115 27.00' OF 12" HDPE @ 1.00% 415 415 STR116A - SWM3 HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 Aqr PROPOSED GRADE 430 \ 430 425 1 \ 425 _ I EXISTING GRADE PROP\ FO NDATION 420 5 109 GAS DRAIN 420 18 yD @ � pE LINE \ n \ 415 1 415 PROVIDE z' 57.7 ' OF STEEL PLATE 18" F DPE Aid ON MH @ 5 00°k 1.5 '!r FLOOR MIN. 101 410 53.02' F 410 "HD E WATERINE 105 116.56' OF @ 1.00 6.95' OF 24" RCP 4" HDPE @ 1.00% @ 1.00% 405 1 1 1 1 405 SWM3 - STR100 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 430 SWM3 180 LF 60" CMP PIPE INFO. AT THIS LOCATION TOP: 427.17' BOTTOM: 422.17' z U) Lu - ui U) =cli a S� Qw o Q O r co N zaa0uiv (�+°o0H cm cm NOHO» 0 U) PROPOSED GRADE 430 1 430 EXISTING GRADE 3' MIN. 425 425 107A 22.33' OF 4 42HDPE_ " D 420 @ 1.15% PROVIDE Z' V, STEEL PLATE ON MH FLOOR 415 415 410 1 410 9+50 10+00 11+00 11+50 STR108A - STR108 HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 F120: DI-3C 6ft Throat 3TA 10+03.98 TOP 428.57 INV IN 423.84 (121) INV IN 423.84 (125) INV OUT 423.74 (119) 430 430 PROPOSED GRAD 425 EXIST NG 425 GRAD 420 125 420 3.98' OF 12" HDPE @ 1.00% 415 415 410 1 410 9+50 10+00 1„+50 STR126 - STR120 HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 425 EXISTING GRADE 420 420 PROPOSED GRADE 415 415 131 6.51' OF 1 " HDPE 0.60% 410 410 405 405 400 400 9+50 10+00 11+00 11+50 STR132 - STR106 HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 Z Q m U) N g71 118: DI-3C 6ft Throat a04 w o STA 10+31.21 ~ 0 ,o N TOP 428.57 z 0 C6 INV IN 423.37 (119) cm w o v INV IN 423.71 (127) O> F 1L0 INV IN 424.90 (129) NO 0 m F Z INV OUT 423.27 (117) PROPOSED GRADE 430 430 PROPOSED EXISTING GRADE GRADE 425 425 127 8 31.21' OF 12" HDPE 1.5' @ 1.00% 420 420 \_1SSWR 2-3 415 415 410 1 410 9+50 10+00 1„+50 STR128 - STR118 HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 435 435 PR POSED EXISTING BADE GRADE 430 430 STORM PIPE 115 3' STORM PIPE 113 425 425 420 117 WEIR PLA rE, 420 85.68' OF INV. OUT 422.00 18" HDPE @ 1.00% 60" CIV P, SLOPED 0.3 % TOWA RD WEIR PLAT 415 415 410 410 9+50 10+00 11+00 CMP STORAGE PIPE HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 I118: DI-3C 6ft Throat STA 10+04.04 TOP 428.57 INV IN 423.37 (119) INV IN 423.71 (127) INV IN 424.90 (129) INV OUT 423.27 (117) 430 435 EXISTING GRADE 425 425 420 129 420 4.04' OF 12" HDPE @ 1.00% 415 415 410 1 410 9+50 10+00 10+50 STR130 - STR118 HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 M ca L � 0 0 m o ui Oornv M + 0 H O v0 O 4FO> �mFZ 435 EXISTING GRADE 430 430 425 425 113 8.98' OF 12" HDPE @ 1.00% 420 420 415 1 415 12+00 PROPOSED GRADE 0 5 PROFILE SCALE -SWM3 180 LF 60" CMP PIPE INFO. AT THIS LOCATION TOP: 427.03' BOTTOM: 422.03' 9+50 10+00 10+50 STR114 - SWM3 HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 U CRAIG WJ, KOTARSKI Lic. No. 0402048507 r� 0I-18-21.��; M E O p 01 U N N C > E w a) E < U. 3 Q U. 2 W 0 of W t M d J V W NN v z� a;� =x Q � dce aim o a ='t V7 = cN N = U � L0 H ¢ c rn NN � M a � 00 J C) Lu 00 O ti ti ti V) U) u z p Q 0 O Z Z Z Z ti w 4 a 4 m O U) W W W W > w 0 0 Q O W W W W Q Q Q Q 2ZI-WZZ Q. a a Q. a g 00400 ti ti a ti Z O w \ONO O tDN\NN ti ti ti ti DATE 111912020 DRAWN BY C. GAYNER DESIGNED BY A. ALLISON CHECKED BY C. KOTARSKI SCALE 1 "=50' 6 c 5 a ai _ c� c d 0 0 42 m 3 0 0 0 n n c m 0 v 0 N 0 0 c 0 0 F N L H JOB NO. 40241 SHEET NO. C7.1 MATERIALS LEGEND WALLS, STEPS, STRUCTURES Q 10 0 46 6 (V 0 (V C7 (V Q O U O LL C Q) a W 0 i 0 Q N 0 UI C) 0 W 0 L V)I ch 0 i n Q U 0 vl 0 i N O L IZ U 0 0 0- NI 0 10 0 0 V) PAVING TYPE PAVING FINISH/PATTERN DETAIL NOTES ASPHALT - VEHICULAR -- -- SEE CIVIL DWGS FOR NOTES & DETAILS CONCRETE CURB - VEHICULAR SEE CIVIL DWGS FOR NOTES & DETAILS REINFORCED TURF SEE CIVIL DWGS FOR NOTES & DETAILS TILE PAVING -- 2/1-2.00 -- CONCRETE - PEDESTRIAN MEDIUM BROOM 1 /1-2.00 INTEGRAL COLOR 'UVA CANVAS' FINISH STONE PAVERS ON SLAB THERMAL 5/1-2.00 COLDSPRING'CHARCOAL' CONCRETE - VEHICULAR MEDIUM BROOM SEE CIVIL DWGS FOR NOTES & FINISH DETAILS FLAGSTONE PATH AND STEPS NATURAL STONE 4/1-2.00 STONE TBD PERMEABLE PAVERS - VEHICULAR SEE CIVIL DWGS FOR NOTES & DETAILS 10 STONE COBBLE 7/1-2.00 COLDSPRING'CHARCOAL' EXISTING VEGETATION RETAINED N O\ i � SYMBOL WALL TYPE FINISH/PATTERN DETAIL NOTES O FOUNTAIN -- 7/1-2.00 KESWICK ESTATE MONUMENT -- 1/1-2.20 © NOT USED -- -- -- O CONCRETE STEPS MEDIUM BROOM 3/1-2.00 FINISH O RAILING POWDERCOATED 1/1-2.10 STEEL LJ TIMBER LIGHT POST PAINTED 1 /1-2.30 REFER TO LIGHTING PLANS Q TIMBER BOLLARD PAINTED 2/1-2.30 REFER TO LIGHTING PLANS NOTE: SEE STORMWATER MANAGEMENT SUBMITTAL BY CIVIL ENGINEER FOR PERVIOUS PAVING CALCULATIONS. EXISTING VEGETATION RETAINED ;/7- - 7-k `9 X4 O ASPHALT PAVEMENT TO BE REPAIRED TO MATCHEXISTING I� 14 C� ♦ ° \ D4111, O E \ O D ♦♦ O 0 EXISTIN \ ADA RAMP, SEE CIVIL \ BUILDING ♦ DRAWINGS ETAINED 7. \ 2 ----- ---- i 1-1.20 \ 2 \ �„ \ \ \ OF FIRE HATCH INDICATES ACC SS LANE / }f - - - - _ G \\ UXTGY I — 5 • \ ° 'EXTG \ \ 1 STEPS, SEE \ < ARCH DWGS� \ 4/' / ' ,\ \ l ' / 5ANN 1 \ FIFO EXISTING � \ � ° h ♦ VEGETATION RETAINED 4�v 5 ,v1 D \/ L _ D i0 v v 1 O \RAMP, REFER TO ARCHITECT DRAWINGS / / I � 1 I I A III I _ I 1 V O IF 1 \III 1 1 �■ ' I / I 1 I I \\ \ � I � / ♦ \ W yf Aw All manowmam, EXISTING VEGETATION LIMI1 OF �� MIF RETAINED f f \ i \ PY 0 O Q \ 0 10' 20' 40' NELSON BYRDME WOLTZ L A N D S C A P E ARCHITECTS 310 East Market Street Charlottesville VA 22902 T 434.984.1358 F 434.984.4158 www.nbwla.com NO. Date Issues/Revisions 1 01.06.20 PERMIT 2 03.27.20 PERMIT 3 06.02.20 PERMIT 4 08.21.20 PROGRESS CD 5 10.02.20 PROG. CD 70% 6 10.23.20 PROG. CD STAMP PROJECT NAME KESWICK HALL LANDSCAPE ALBEMARLE COUNTY, V I R G I N I A KESWICK HALL SPA PROJECT NO.: KSH 1806 DRAWN BY: CP, BO, CN CHECKED BY: EG DRAWING TITLE MATERIALS PLAN DATE: OCTOBER 23, 2020 SCALE: 1 IF = 20'-0" DRAWING NUMBER L 1 0 10 FA MATERIALS LEGEND WALLS, STEPS, STRUCTURES a ch ,It 6 (V 0 (V c7 (V i N Q O } U O T LL .L U1 t C N E N U1 i W H } 0 (V J i a Q 0 U i C) 0 i } N 0 V) co 0 i 0 Q U i .N 0 0 } U 0 0 - NI 0 10 0 0 V) PAVING TYPE PAVING FINISH/PATTERN DETAIL NOTES ASPHALT - VEHICULAR -- -- SEE CIVIL DWGS FOR NOTES & DETAILS CONCRETE CURB - VEHICULAR SEE CIVIL DWGS FOR NOTES & DETAILS REINFORCED TURF SEE CIVIL DWGS FOR NOTES & DETAILS TILE PAVING -- 2/1-2.00 -- CONCRETE - PEDESTRIAN MEDIUM BROOM 1 /1-2.00 INTEGRAL COLOR 'UVA CANVAS' FINISH STONE PAVERS ON SLAB THERMAL 5/1-2.00 COLDSPRING'CHARCOAL' CONCRETE - VEHICULAR MEDIUM BROOM SEE CIVIL DWGS FOR NOTES & FINISH DETAILS FLAGSTONE PATH AND STEPS NATURAL STONE 4/1-2.00 STONE TBD PERMEABLE PAVERS - VEHICULAR SEE CIVIL DWGS FOR NOTES & DETAILS 10 STONE COBBLE 7/1-2.00 COLDSPRING'CHARCOAL' SPA ENTRY PLAN ENLARGEMENT SCALE: 1 /4" = I'-U- SYMBOL WALL TYPE FINISH/PATTERN DETAIL NOTES O FOUNTAIN -- 7/1-2.00 KESWICK ESTATE MONUMENT -- 1/1-2.20 © NOT USED -- -- -- O CONCRETE STEPS MEDIUM BROOM 3/1-2.00 FINISH O RAILING POWDERCOATED 1/1-2.10 STEEL LJ TIMBER LIGHT POST PAINTED 1 /1-2.30 REFER TO LIGHTING PLANS Q TIMBER BOLLARD PAINTED 2/1-2.30 REFER TO LIGHTING PLANS NOTE: SEE STORMWATER MANAGEMENT SUBMITTAL BY CIVIL ENGINEER FOR PERVIOUS PAVING CALCULATIONS. KESWICK ESTATES ENTRY PLAN ENLARGEMENT SCALE: 1 /4" = 1'-0" 0 2' 4' 8' NELSON BYRDME WOLTZ L A N D S C A P E ARCHITECTS 310 East Market Street Charlottesville VA 22902 T 434.984.1358 F 434.984.4158 www.nbwla.com NO. Date Issues/Revisions 1 01.06.20 PERMIT 2 03.27.20 PERMIT 3 06.02.20 PERMIT 4 08.21.20 PROGRESS CD 5 10.02.20 PROG. CD 70% 6 10.23.20 PROG. CD STAMP PROJECT NAME KESWICK HALL LANDSCAPE ALBEMARLE COUNTY, V I R G I N I A KESWICK HALL SPA PROJECT NO.: KSH 1806 DRAWN BY: CP, BO, CN CHECKED BY: EG DRAWING TITLE MATERIALS ENLARGEMENT PLAN DATE: OCTOBER 23, 2020 SCALE: AS NOTED DRAWING NUMBER Ll 020 FA ADJACENT PAVEMENT; VARIES, SEE MATERIAL PLANS a v v 0 N O N 6 N N Q O } U O T O ._ LL 3 N 0 V) 0 0 N J i s7 Q r) U P 0 i 0 0 V) (") 0 i Q U i c 0) 0 0 CL CL CL } U 0 'O I_ NI O c) _O V) CONCRETE WITH LIGHT BROOM FINISH COLOR: UVA CANVAS $' WIDE SAW CUT CONTROL JOINT, DEPTH OF JOINT TO BE ONE-THIRD THICKNESS OF SLAB. SPACE JOINTS AS SHOWN IN PLAN. SEE PLAN FOR LAYOUT OF JOINTS IN SPECIFIC AREAS REINFORCED CONCRETE SLAB COMPACTED AGGREGATE COMPACTED SUBGRADE If Ell 1 CONCRETE PAVEMENT - PEDESTRIAN L2.00 SCALE: 1"= 1'-0" 4 STONE STEPS ON STONE DUST L2.00 SCALE: 1"= 1'-0" 7 STONE COBBLE MEDIAN L2.00 SCALE: 1"= 1'-0" A AlIAIllI ITLJIe- CT/IKIC TOE I 4"X3 4" GRANITE COBBLE 'AVER. COLDSPRING --HARCOAL'. THERMAL FINISH "MUD BED " GROUT JOINT :EINFORCED CONCRETE SLAB :ONCRETE CURB TO CIVIL DETAIL L2 D00 STONE PAVEMENT NOTE: 1. CROWN PAVERS ACCORDING TO GRADING PLAN 2. MAXIMUM VERTICAL CLEARANCE BETWEEN TOP OF ADJACENT PAVERS SHALL BE $'. MISSHAPEN OR DEFORMED PAVERS ARE NOT ACCEPTABLE TILE ON CONCRETE SLAB %C'AI P 1"= 1'-n" GRASS JOINTS ON PLANTING SOIL 2" FLAGSTONE, FINISH TBD COMPACTED STONE DUST SETTING FILTER FABRIC COMPACTED AGGREGATE BASE COMPACTED SUBGRADE NOTE: 1. LANDSCAPE ARCHITECT TO APPROVE COLOR & CONSISTENCY OF STONE DUST 2. NUMBER OF RISERS VARY; SEE PLAN. DEL COCNA DUE 2 PORCELIAN TILE PAVING WITH 5/16" GROUT JOINTS, GROUP BY TEC COLOR 'STANDARD GREY' 1/2"MASTIC BEDDING REINFORCED CONCRETE SLAB WITH BROOM FINISH IN DIRECTION OF SLOPE COMPACTED AGGREGATE, VDOT #21 A COMPACTED SUBGRADE 1„ 11 3/4" 4 5 STONE PAVEMENT SECTION L2.00 SCALE: 1' = 1'-0" STONE PAVERS WITH a GROUT JOINTS 1"MUD/MORTAR BED REINFORCED CONCRETE SLAB WITH BROOM FINISH IN DIRECTION OF SLOPE COMPACTED AGGREGATE, VDOT #21 A COMPACTED SUBGRADE 1/2" EXPANSION JOINT WITH CAULK TO MATCH CONCRETE COLOR (TYP) 3 REFER TO STRUCTURAL DRAWINGS 1 0 FOR REINFORCING AND CONNECTION INFORMATION CONCRETE WITH LIGHT BROOM FINISH COLOR: UVA CANVAS R 1/2"AT NOSING 1'-0" TYP 1 /2" EXPANSION JOINT WITH CAULK TO MATCH pI 1%SLOPE CONCRETE COLOR (TYP) a . 2' b TYP 1III III II4 III E. ' II 10 p COMPACTED SUBGRADE CONCRETE STAIR CC'AI P 1"= 1'-n" 6 FOUNTAIN SECTION L2.00 SCALE: V = 1'-0" IA' A T�4 SURFACE FAIN WITH 500 GPH C.ULATING PUMP EXICAN BEACH PEBBLES :K !" X 24" SANDSTONE COPING; FINISH ON ALL 'ED SIDES; SEE PLAN BLACK WATERPROOF ING TONE VENEER TO MATCH ITECTURE. MORTAR D, BRICK TIES AS REQUIRED ENT PORCELAIN PAVING; SEE �C SLAB W/ 2.9XW2.9 WELDED WIRE ON 6" #57 STONE BASE SI REINFORCED :RETE FOUNDATION VALLS STONE BASE II'ACTED SUBGRADE NELSON BYRDME WOLTZ LA N D S C A P E ARCHITECTS 310 East Market Street Charlottesville VA 22902 T 434.984.1358 F 434.984.4158 www.nbwla.com NO. Date Issues/Revisions 1 01.06.20 PERMIT 2 03.27.20 PERMIT 3 06.02.20 PERMIT 4 08.21.20 PROGRESS CD 5 10.02.20 PROG. CD 70% 6 10.23.20 PROG. CD STAMP PROJECT NAME KESWICK HALL LANDSCAPE ALBEMARLE COUNTY, VIRGINIA KESWICK HALL SPA PROJECT NO.: KSH 1806 DRAWN BY: CP, BO, CN CHECKED BY: EG DRAWING TITLE SITE DETAILS DATE: OCTOBER 23, 2020 SCALE: AS SHOWN DRAWING NUMBER L2*00 BLACK POWDER COATED STEEL JULIUS BLUM HANDRAIL 4441 WITH END CAPS AT TERMINATION OF EACH RAILING SECTION 1-1/2" X 1" POWDER COATED ALUMINUM RAILS TYPICAL. INTEGRATED L16 LIGHT WHERE SHOWN ON LIGHTING PLANS 1-1/2" X 1" POWDER COATED ALUMINUM POST POST BASE SLEEVE 6" EMBEDMENT. HY-200 EPDXY E: TYPICAL HANDRAIL DETAIL SECTION SCALE: V = 1'-U" a 01 04 v 0 0 O N ri N a 1 U O O H a) } (D C V) 0 N J i 0 a U 0 iv a� V) r7 0 r) CD U i c 0 c- J 0 0 (VI O 10 0 00 3'-4" 2'-4" TYPICAL STAIR RAILING ELEVATION SCALE: 1" = 1'-0- 30'-0" MAX. _._ TYP. RAMP SECTION, SEE PLAN TYPICAL RAMP RAILING ELEVATION SCALE: 1 /2" = 1'-U" NELSON BYRDNo W O LTZ L A N D S C A P E ARCHITECTS 310 East Market Street Charlottesville VA 22902 T 434.984.1358 F 434.984.4158 www.nbwla.com NO. Date Issues/Revisions 1 01.06.20 PERMIT 2 03.27.20 PERMIT 3 06.02.20 PERMIT 4 08.21.20 PROGRESS CD 5 10.02.20 PROG. CD 70% 6 10.23.20 PROG. CD STAMP PROJECT NAME KESWICK HALL LANDSCAPE ALBEMARLE COUNTY, VIRGINIA KESWICK HALL SPA PROJECT NO.: KSH 1806 DRAWN BY: CP, BO, CN CHECKED BY: EG DRAWING TITLE SITE DETAILS DATE: OCTOBER 23, 2020 SCALE: AS SHOWN DRAWING NUMBER L291 0 FA a co ch (i 6 (V 0 (V cri (V i N Q O } U O T U- rn .5 } 0 0 c (U D c O 0 V) 0 (V J i 0 a 0 Ui C) 0 0 V) ch 0 i Q U i c 0 v� 0 i N O } U 0 0 - (V 0 `o 0 co SECURITY LIFT GATE AND MECHANISM. PRODUCTS TBD. ALLOW FOR SECURITY GATE SYSTEM THAT INCLUDES SENSORS, CARD/FOB READERS CAMERAS, INTERCOM, PIN CODE PAD SYSTEMS. EXIT LANE 1 KESWICK ESTATES ENTRANCE MONUMENT L2.20 SCALE: 1 /2" = 1'-0" REFER TO DETAIL 1 - S1.0 FOR STRUCTURAL COORDINATION 3 MONUMENT SECTION L2.20 SCALE: 1 /2" = 1'-0" 2'-9" 72 1„ 2,-14 — A 4 REFER TO DETAIL 2, S1.0 FOR STRUCTURAL COORDINATION 6 MONUMENT PLAN SECTION DETAILS L2.20 SCALE: 1"= 1'-0" CAP: GEORGIA GREY GRANITE, THERMAL FINISH BY NORTH CAROLINA GRANITE —1 CAP DETAIL FACE STONE: GEORGIA GREY GRANITE, THERMAL FINISH BY NORTH CAROLINA GRANITE WITH 1/8" RAKED MORTAR JOINTS "'RAKED MORTAR JOINTS RECESSED FACE: MT AIRY GRANITE, 6-CUT FINISH BY NORTH CAROLINA GRANITE. FLUSH MORTAR JOINTS REINFORCED CONCRETE CORE AND FOOTING 5 BASE: GEORGIA GREY GRANITE, L2.20 THERMAL FINISH BY NORTH CAROLINA GRANITE COMPACTED SUBGRADE BASE: GEORGIA GREY GRANITE, THERMAL FINISH BY NORTH CAROLINA GRANITE MORTAR MASONRY TIES AS REQ. REINFORCED CONCRETE CORE CAP: GEORGIA GREY GRANITE, THERMAL FINISH BY NORTH CAROLINA GRANITE FACE STONE: GEORGIA GREY GRANITE, THERMAL FINISH BY NORTH CAROLINA GRANITE WITH 1/8" RAKED MORTAR JOINTS RECESSED FACE: MT AIRY GRANITE, 6-CUT FINISH BY NORTH CAROLINA GRANITE. FLUSH MORTAR JOINTS BASE: GEORGIA GREY GRANITE, THERMAL FINISH BY NORTH CAROLINA GRANITE ENTRANCE LANE CAP: GEORGIA GREY GRANITE, THERMAL FINISH BY NORTH CAROLINA GRANITE DOWEL CONNECTION CAP TRANSITION: BLACKHILL GRANITE "CLASSIC GRAY" HONED FINISH REINFORCED CONCRETE CORE SEE STRUCTURAL DRAWINGS MASONRY TIES, AS REQUIRED 1 2' MORTAR RECESSED FACE STONE: MT AIRY GRANITE, 6-CUT FINISH BY NORTH CAROLINA GRANITE. FLUSH MORTAR JOINTS FACE STONE: GEORGIA GREY GRANITE, THERMAL FINISH BY NORTH CAROLINA GRANITE WITH 1/8" RAKFr) MORTAR 1nINTC 4 MONUMENT CAP DETAIL L2.20 SCALE: 1 1 /2" = 1'-0" in L2.20 l'-34" 58„ 2'-6" 1„ 1 4 1 84 1'-1" 84 REINFORCED 31_„ CONCRETE CORE C904 ] 2 FACE STONE: GEORGIA GREY GRANITE, ^ov THERMAL FINISH BY NORTH CAROLINA GRANITE WITH e 1/8" RAKED MORTAR a JOINTS 1'-8 1 , a°.° RECESSED FACE STONE: N 'O MT AIRY GRANITE, 6-CUT N FINISH BY NORTH CAROLINA .a. .. .e . 17 GRANITE. FLUSH MORTAR �00 JOINTS L_ B 4 3-64 ' -I00 2 MONUMENT ELEVATION L2.20 SCALE: 1 /2" = 1'-0" 5 MONUMENT BASE DETAIL L2.20 SCALE:] 1 /2" = 1'-0" V7 i CAP: GEORGIA GREY GRANITE, THERMAL FINISH BY NORTH CAROLINA GRANITE FACE STONE: GEORGIA GREY GRANITE, THERMAL FINISH BY NORTH CAROLINA GRANITE WITH 1/8" RAKED MORTAR JOINTS RECESSED FACE: MT AIRY GRANITE, 6-CUT FINISH BY NORTH CAROLINA GRANITE. FLUSH MORTAR JOINTS 4'MORTAR JOINTS RAKED 8' BASE: GEORGIA GREY GRANITE, THERMAL FINISH BY NORTH CAROLINA GRANITE MORTAR MASORNY TIES AS REQUIRED FACE STONE: GEORGIA GREY GRANITE, THERMAL FINISH BY NORTH CAROLINA GRANITE WITH 1/8" RAKED MORTAR JOINTS RAKED JOINTS RECESSED FACE: MT AIRY GRANITE, 6-CUT FINISH BY 1 1„ NORTH CAROLINA GRANITE. FLUSH 2 MORTAR JOINTS METAL FLASHING BASE: GEORGIA GREY GRANITE, THERMAL FINISH BY NORTH ^iN CAROLINA GRANITE MATERIAL VARIES, SEE PLANS 1 '-8" a Q° a. ° a ° e BASE: — GEORGIA GREY GRANITE, 81 1 THERMAL FINISH BY NORTH 91, 1 CAROLINA GRANITE C 1 4 MORTAR 4 MASONRY TIES AS REQ. I STONE CAP ABOVE FACE STONE: GEORGIA GREY GRANITE, THERMAL FINISH BY NORTH 4�„ CAROLINA GRANITE WITH 4 1/8" RAKED MORTAR JOINTS REINFORCED CONCRETE CORE BASE: GEORGIA GREY GRANITE, THERMAL FINISH BY NORTH CAROLINA GRANITE MORTAR MASONRY TIES AS REQ. NELSON BYRDME WOLTZ L A N D S C A P E ARCHITECTS 310 East Market Street Charlottesville VA 22902 T 434.984.1358 F 434.984.4158 www.nbwla.com NO. Date Issues/Revisions 1 01.06.20 PERMIT 2 03.27.20 PERMIT 3 06.02.20 PERMIT 4 08.21.20 PROGRESS CD 5 10.02.20 PROG. CD 70% 6 10.23.20 PROG. CD STAMP PROJECT NAME KESWICK HALL LANDSCAPE ALBEMARLE COUNTY, V I R G I N I A KESWICK HALL SPA PROJECT NO.: KSH 1806 DRAWN BY: CP, BO, CN CHECKED BY: EG DRAWING TITLE SITE DETAILS DATE: OCTOBER 02, 2020 SCALE: AS SHOWN DRAWING NUMBER L2020 FA Planting Schedule Existing Canopy Cover o- OD Ln v 0 CV CD (V ri (V N Q O U O T LL I c 0 i3 C w C- CD co i SL �I 0 ill a� V) V)I 0 / r) Q U / c vl 0 / a� C- U (D 0 CVI 0 0 00 N Y , EXISTING TREE TO REMAIN EXISTING LARGE OAK TO REMAIN + PROPOSED TREE OPROPOSED SHRUB 0 RESTABILIZATION MIX WET SWALE MIX ENTRY GARDEN MIX 00o LAWN ANNUALS ® SCREENING VEGETATION MULCH LANDWARD BUFFER PLANTING NOTE: 1) SEE SHEET L3.10, L320, & L3.30 FOR TOTAL PLANTING AREAS AND PLANTING SCHEDULES 2) SEE SHEET L3.60 FOR PLANTING DETAILS \ • • _(4) THUJA'GREEN GIANT' I ` \ N— \ \ \ N N (5) FAGUS GRANDIFOLIA' g 1 \-u 1 1 e 4s \ \ \ REFER TO MITIGATION -------------------- PLANTING PLAN L3.30 FOR _ LANDWARD BUFFER \ CALCULATIONS, PLANTING ' 7 SCHEDULE AND DETAILS ,I 1 I v I \ I I \ I I Area of Canopy Total Canopy Quantity Units Scientific Name Common Name Size Spacing in 10yrs (sf) Coverage (sf) 9 pcs LARGE CALIPER TREE 5 Fagus grandifolia American Beech 6" cal. B&B as shown 327 1635 4 Ulmusamericana'Valley Forge' Valley Forge Amerian Elm 6"cal. B&B as shown 535 2140 48 pcs MEDIUM CALIPERTREE 4 Acer rubrum'October Glory' October Glory Red Maple 4" cal. B&B as shown 510 2040 1 Cladrastis Ken tuckea Yellowwood 4" cal. B&B as shown 289 289 1 Magnolia grandiflora Southern Magnolia 4" cal. B&B as shown 82 82 3 Magnolia virginiana Sweet Bay Magnolia 12' ht., B&B multi stem as shown 113 339 3 Nyssa sylvatica Black Gum 4" cal. B&B as shown 181 543 2 Oxydendrum arboreum Sourwood 4" cal. B&B as shown 138 276 28 Thuja plicata 'Green Giant' Green Giant Arborvitae 4" cal. B&B as shown 7 196 6 Tilia cordata'Greenspire' Greenspire Littleleaf Linden 4" cal. B&B as shown 329 1974 10 pcs SMALL CALIPER TREE 3 Chionanthus virginicus Fringe Tree 8' ht., B&B multi stem as shown 125 375 1 Cornusflorida 'Appalachian Snow' Appalachian Snow Dogwood 2" cal. B&B as shown 124 124 6 Juniperus virginiana Eastern Red Cedar 2" cal. B&B as shown 16 96 Proposed Tree Canopy Coverage 9833 Area of Canopy Total Canopy Quantity Units Scientific Name Common Name in 10yrs (sf) Coverage (sf) 35 pcs EXISTING TREES 2 Acerspp. Maple 254 508 7 Juniperus virginiana Eastern Red Cedar 16 112 2 Cornusflorida Flowering Dogwood 124 248 4 Quercus alba White Oak 340 1360 10 Thuja plicata 'Green Giant' Green Giant Arborvitae 7 70 12 Deciduous (not identified) Deciduous (not identified) 100 1200 Subtotal Existing Tree Canopy Coverage 2990 Existing Tree Canopy Coverage*1.25 3738 (11) THUJA'GREEN GIANT' (1) CHIONANTHUS VIRGIN ICUS (2) TILIA CORDATA 'GREENSPIRE' 1-7 1 ION / (6) JUNIPERUS VIRGINIANA EXISTING VEGETAION EXISTING SCREEN PLANTING RETAINED — EXISTING SCREEN PLANTING RETAINED v \ \ 1 l 1 I 1 I0 10' 20' 40' ■0=� NELSON BYRDNo W O LTZ L A N D S C A P E ARCHITECTS 310 East Market Street Charlottesville VA 22902 T 434.984.1358 F 434.984.4158 www.nbwla.com NO. Date Issues/Revisions 1 01.06.20 PERMIT 2 03.27.20 PERMIT 3 06.02.20 PERMIT 4 08.21.20 PROGRESS CD 5 10.02.20 PROG. CD 70% 6 10.23.20 PROG. CD STAMP PROJECT NAME KESWICK HALL LANDSCAPE ALBEMARLE COUNTY, VIRGINIA KESWICK HALL SPA PROJECT NO.: KSH 1806 DRAWN BY: CP, BO, CN CHECKED BY: EG DRAWING TITLE TREE PLANTING PLAN DATE: OCTOBER 23, 2020 SCALE: 1" = 20'-0" DRAWING NUMBER L391 0 II o- 0 0 Sri 0 CV O N ri N N Q O U O H I C (D E N C- C W C- CD N cli J / Q I] �I 0 ill a� V) V)I ch 0 / r) CD U / c 0 �I / a� C- J (D 0 NI O / 10 0 00 S N Y LEGEND EXISTING TREE TO REMAIN EXISTING LARGE OAK TO REMAIN + PROPOSED TREE OPROPOSED SHRUB 0 RESTABILIZATION MIX WET SWALE MIX ENTRY GARDEN MIX 00o LAWN ANNUALS ® SCREENING VEGETATION MULCH LANDWARD BUFFER PLANTING NOTE: 1) SEE SHEET L3.10, L320, & L3.30 FOR TOTAL PLANTING AREAS AND PLANTING SCHEDULES 2) SEE SHEET L3.60 FOR PLANTING DETAILS _U0 REFER TO MITIGATION PLANTING PLAN L3.30 FOR _ LANDWARD BUFFER \ ` \ CALCULATIONS, PLANTING ' 7 SCHEDULE AND DETAILS ,I \ I I \ I I Planting Schedule cont'd Area of Canopy Total Canopy Quantity Units Scientific Name Common Name Size Spacing in 10yrs (sf) Coverage (sf) 86 pcs LARGESHRUBS 15 Aesculusporviflora Bottlebrush Buckeye 7gal. as shown 36 540 51 Calycanthusfloridus Eastern Sweetshrub 7gal. as shown 26 1326 42 Fothergilla gardenii'Mt. Airy' Mt. Airy Fothergilla 5 gal. as shown 3 126 10 Hydrangea quercifolia OakleafHydrangea 5gal. as shown 16 160 34 Viburnum rhytidophyllum Leatherleaf Viburnum 7gal. as shown 22 748 39 pcs SMALLSHRUBS 39 Clethro alnifolia 'Hummingbird' Summersweeet 3 gal. as shown 16 624 30 Ilexglabra Shamrock' Inkberry 3gal. as shown 23 690 47 llexverticillata'Nana' Dwarf Winterberry 3gal. as shown 41 1927 37 Iteavirginica'Henry'sGarnet' Henry's Garnet Sweetspire 3gal. as shown 64 2368 14 Rhododendron spp. Azalea 3' ht. as shown 13 182 Proposed Shrub Canopy Coverage 8691 Proposed Tree and Shrub Canopy Coverage 18524 Total Canopy Coverage (proposed tree and shrub canopy + existing tree canopy) 22262 1040 sf WETSWALEMIX 50% Perennials Selection of hydric native grasses and forbs 50%Grasses assume 1gal. @ 18" O.C. 4514 sf ENTRY GARDEN MIX Selection of dry tolerant native grasses and forbs considered "pollinator species", ie species with showy blooms / seed heads and attractive to bees 5 50 Perennials and butterflies, species tbd, 0% Grasses assume 1gal. perennials &grasses @ 18" O.C. 11704 sf RESTABILIZATION MIX 25% Perennials Selection of shorter native grasses &forbs with emphasis on drought tolerance, minimal maintenance, &year round interest, covercrop to also be 701/oGrasses included, all species tbd, assume seed mix to be applied at 2 lb. per 1,000 sq. ft. 159 sf ANNUALS Seasonal species to be determined at owners discretion, by others 4" pot @ 10" O.C. 22505 sf LAWN Seed Lbs/Acre Scientific Name Common Name 40 Festuca arundinacea Tal I Fescue 55 Festuca ovina var. duriuscula Hard Fescue 115 Festuca rubra Creep Red Fescue 55 Festuca rubra sub. Commutata Chewings Fescue Note: Of the 22,505sf of lawn, 4,520sf to be reinforced, refer to landscape plans for locations and civil drawings for structural soil detail ]/ '/ I l \ \ C —Q- j N ) (14)CALYCANTHUS FLORIDUS (4) ITEA VIRGINICA 'HENRY'S GARNET' (12) VIBURNUM RHYTIDOPHYLLUM 0 10' 20' 40' 60= NELSON BYRDNo W O LTZ L A N D S C A P E ARCHITECTS 310 East Market Street Charlottesville VA 22902 T 434.984.1358 F 434-984.4158 www.nbwla.com NO. Date Issues/Revisions 1 01.06.20 PERMIT 2 03.27.20 PERMIT 3 06.02.20 PERMIT 4 08.21.20 PROGRESS CD 5 10.02.20 PROG. CD 70% 6 10.23.20 PROG. CD STAMP PROJECT NAME KESWICK HALL LANDSCAPE ALBEMARLE COUNTY, VIRGINIA KESWICK HALL SPA PROJECT NO.: KSH 1806 DRAWN BY: CP, BO, CN CHECKED BY: EG DRAWING TITLE UNDERSTORY PLANTING PLAN DATE: OCTOBER 23, 2020 SCALE: 1" = 20'-0" DRAWING NUMBER L3020 II LEGEND 20'-0" o- N O O CV O N ri N N Q O U O T Li C N E N C- LU w C- CD co co J / 0 a 0 0 / a� V) 0 / 0 Q U / c 0 / a� C- J (D 0 o_ NI 0 O 00 Ln EXISTING TREE TO RESTABILIZATION MIX REMAIN WET SWALE MIX EXISTING LARGE OAK TO REMAIN ENTRY GARDEN MIX 00o LAWN PROPOSED TREE +E ANNUALS OPROPOSED SHRUB MUM SCREENING VEGETATION + ' i ' MULCH � �� i NOTE: 2M LANDWARD BUFFER PLANTING 1) SEE SHEET L3.10, L320, & L3.30 FOR TOTAL PLANTING AREAS AND PLANTING SCHEDULES 2) SEE SHEET L3.60 FOR PLANTING DETAILS 3) WPO#201800078 - MITIGATION PLAN PROJECT NUMBER * LANDWARD BUFFER PLANTING REQUIREMENTS: MITIGATION AREA IS EQUAL TO DOUBLE (2X) THE DISTURBED AREA PER 400 SF OR 20X20' AREA PLANT 1 CANOPY TREE, 2 UNDERSTORY TREES, AND 3 SMALL SHRUBS OR 1 CANOPY TREE, 1 UNDERSTORY TREE, 2 LARGE SHRUBS AND 3 SMALL SHRUBS LANDWARD BUFFER PLANTING CALCULATIONS: AREA OF DISTURBANCE = 385 SF AREA OF DISTURBANCE (385 SF) X 2 = 770 SF (MITIGATION REQUIRED) MITIGATION PROVIDED: 385 SF + 385 SF = 770 SF 770 SF/ 400 SF = 1.9 UNITS (1.9UNITS - 2 UNITS) 2 UNITS = 2 CANOPY TREES, 2 UNDERSTORY TREES, 4 LARGE SHRUBS AND 6 SMALL SHRUBS U MITIGATION PLANTING - - = ADJACENT TO LANDWARD \ BUFFER: 385 SF, SEE MITIGATION PLANTING - \ - SCHEDULE AND DETAIL 01 /L3.30 \ NATIVE, EXISTING VEGETATION TO- �� ' REMAIN, REMOVE ONLY INVASIVE _ \ c� PLANTS, RAKE EXSTING LEAF - ' - mJ LITTER & REDISTRIBUTE IN PLANTED AREA AFTER INSTALLATION _ — ��� *STREAM BUFFER AREA OF DISTURBANCE: 385 SF MITIGATION PLANTING INSIDE - - - LANDWARD BUFFER: 385 SF, SEE MITIGATION PLANTING- /\ - SCHEDULE AND DETAIL 01/1-3.30 \ , REMOVE ALL TREES, SHRUBS, - - VINES & UNDERBRUSH, REPLANT - - - W/ NATIVE SPECIES. RAKE EXSTING LEAF LITTER & - \ REDISTRIBUTE IN PLANTED BUFFER 1 AFTER INSTALLATION EXISTING VEGETATION RETAINED _ Mitigation Planting Schedule Area of Canopy Total Canopy Quantity Units Scientific Name Common Name Size Spacing in 10sf rs Y ( ) Coverage (sf) 2 pcs CANOPY TREE 2 Carya ovata Shagbark Hickory 11/2"-2" cal. B&B as shown 72 144 2 pcs UNDERSTORYTREE 2 Asimina triloba PawPaw 3/4" - 11/2" cal. B&B as shown 64 128 Proposed Tree Canopy Coverage 272 4 pcs LARGESHRUBS 2 Ilex verticilata Wi nterberry Holly 3'-4' Ht. as shown 41 82 2 Lindera benzoin Spicebush 3'-4' Ht. as shown 23 46 0 6 pcs SMALLSHRUBS 3 Kalmia latifolia Mountain Laurel 15"-18" Ht. as shown 28 84 3 Vaccinium acerifolium Mapleleaf Viburnum 15"-18" Ht. as shown 12 36 Proposed Shrub Canopy Coverage 248 Proposed Tree and Shrub Canopy Coverage 520 1 LANDWARD BUFFER PLANTING DIAGRAM L3.30 SCALE: 1 /4" = 1'-0" PLANT KEY A - LARGE CANOPY TREE B - UNDERSTORY TREE C - LARGE SHRUB D - SMALL SHRUB NOTE: 1) PLANT ONLY SMALL SHRUBS WITHIN 3' OF SANITARY LINE 2) RAKE EXSTING LEAF LITTER & REDISTRIBUTE IN PLANTED BUFFER AFTER INSTALLATION I0 10' 20' 40' ■0=� NELSON BYRDNo W O LTZ L A N D S C A P E ARCHITECTS 310 East Market Street Charlottesville VA 22902 T 434.984.1358 F 434.984.4158 www.nbwla.com NO. Date Issues/Revisions 1 01.06.20 PERMIT 2 03.27.20 PERMIT 3 06.02.20 PERMIT 4 08.21.20 PROGRESS CD 5 10.02.20 PROG. CD 70% 6 10.23.20 PROG. CD STAMP PROJECT NAME KESWICK HALL LANDSCAPE ALBEMARLE COUNTY, VIRGINIA KESWICK HALL SPA PROJECT NO.: KSH 1806 DRAWN BY: CP, BO, CN CHECKED BY: EG DRAWING TITLE MITIGATION PLANTING PLAN DATE: OCTOBER 23, 2020 SCALE: 1" = 20'-0" DRAWING NUMBER L3030 II PERENNIAL AND GROUNDCOVER PLANTING DETAIL SCALE: 1 /4" = 1'-0- FINISHED GRADE 2" DOUBLE -SHREDDED HARDWOOD MULCH EXCAVATE & TILL SOIL TO 12" MIN DEPTH & AMEND NATIVE SOIL W/ 25% DECOMPOSED ORGANIC COMPOST SUBGRADE 12" WIDTH FOR GROUNDCOVERS, 18" WIDTH FOR SMALL SHRUBS 24" WIDTH FOR LARGE SHRUBS ARRAY PLANTINGS IN OFFSET GRID 3" DOUBLE SHREDDED HARDWOOD MULCH ROUGHEN SIDES OF PLANTING HOLE REMOVE ALL WIRE & STRING FROM ROOTBALL AND ALL BURLAP FROM TOP 2/3 OF ROOTBALL NATIVE BACKFILL SOIL AMENDED WITH 15%DECOMPOSED ORGANIC COMPOST SET TOP OF ROOT CROWN 2" ABOVE ADJACENT GRADE SHAPE SOIL SURFACE TO PROVIDE 3DIAMETER WATERING RING FINISH GRADE TREE PIT DEPTH=ROOTBALL DEPTH MEASURE BEFORE DIGGING TO AVOID OVEREXCAVATION PREPARE SUBSOIL TO FORM PEDESTAL TO PREVENT SETTLING 3" DOUBLE SHREDDED HARDWOOD MULCH ROUGHEN SIDES OF PLANTING HOLE PULL OR WASH POTTING MIX AND ROOT MAT APART TO DIRECT THE OUTER ROOTS INTO THE ADJACENT SOIL. DO NOT LEAVE CIRCLING ROOTS AGAINST THE ROOT BALL. NATIVE BACKFILL SOIL AMENDED WITH 15%DECOMPOSED ORGANIC COMPOST 2 B & B SHRUB PLANTING DETAIL 3 CONTAINER SHRUB PLANTING DETAIL L3.60 SCALE: 1 /2" = l'-0" L3.60 SCALE: 1 /2" = l'-0" AS SHOWN IF NOT OTHERWISE SHOWN 2"x2"xb' MIN. HARDWO( ON PLANTING PLAN STAKES. USE 2 STAKES F TREE AND SET OUTSI ROOT PACKAI 2"1 DOUBLE SHREDD HARDWOOD MULC TAPER AT TRUNK. MUL, TO WITHIN 2" OF TRU IN PLANTING ARE REMOVE ALL WIRE STRING FROM ROOTB/ AND ALL BURLAP FRC TOP 2/3 OF ROOTB/ NATIVE BACKFILL S( AMENDED WITH 1, PLANT BED ORGANIC COMPC COMPACT SUBS( CURB OR EDGE OF PAVEMENT TO FORM PEDEST TO PREVENT SETTLR E I(4� PERENNIAL AND GROUNDCOVER PLANTING LAYOUT 11) k L3.60 1 SCALE: 1 /2" = F-0" O 0 (V C7 (V N Q 0 U 0 J_ i� c c C3 EL cli �o ALBEMARLE COUNTY LANDSCAPE REQUIREMENTS 0 Q 0 Ui iv 0 V) C0 0 i Q U i c 0) .7 ORDINANCE REQUIREMENT RATIO CALCULATION REQUIRED QUANTITY EXISTING QUANTITY PROPOSED QUANTITY 32.7.9.6 LANDSCAPING 5% OF PAVED PAVED AREA = 14,624 SF 731 SF 8,612 SF WITHIN A PARKING AND 0.05 * 14,624 SF = LANDSCAPING LANDSCAPING AREA PARKING LOT VEHICULAR AREA + 731 SF AREA WITH TREES WITH TREES OR SHRUBS ONE (1) LARGE OR OR SHRUBS MEDIUM TREE PER TEN 1 * (37 SPACES/10) = 5 TREES 31 TREES (10) PARKING SPACES 4 TREES 4 TREES 32.7.9.8 TREE CANOPY CANOPY EQUAL TO 108,315 SF GROSS SITE * 0.1 = 10,832 SF 3,738 SF 22,262 SF TOTAL TEN (10) PERCENT OF 10,832 SF CANOPY EXISTING GROSS SITE RETAINED (3,738 SF EXISTING + ACREAGE 18,524 SF PROPOSED) NOTE: PAVED AREA AND GROSS SITE ACREAGES REFER TO AREAS WITHIN THE LIMITS OF DISTURBANCE SEE L3.10 AND L3.20 FOR ADDITIONAL CANOPY COVERAGE CALCULATION INFORMATION. U 0 0 o_ NI O 00 /`7� ALBEMARLE COUNTY LANDSCAPE REQUIREMENTS 5 TREE PLANTING DETAIL L3.60 SCALE: 1 /2" = F-0" LAWN 'V' EDGE CC AI P- 1„= 1 _0" WEBBED STRAPPING, ARBORTIE OR APPROVED EQUIV., LOOPED TO TRUNK. (2) PER TREE. NAIL OR STAPLE TO STAKE. SET TOP OF ROOT CROWN 2" ABOVE ADJACENT GRADE SHAPE SOIL SURFACE TO PROVIDE 3DIAMETER WATERING RING FINISH GRADE ROUGHEN SIDES OF PLANTING HOLE TREE PIT DEPTH=ROOTBALL DEPTH MEASURE BEFORE DIGGING TO AVOID OVEREXCAVATION DRIVE STAKES 6" TO 1'-0" INTO UNDISTURBED SOIL BELOW ROOTBALL HARDWOOD CHIPS FROM TREES REMOVED ON SITE INCISED EDGE OF MULCH PATH OR PLANTING BED EXISTING UNCOMPACTED SUBGRADE OR ADJACENT PLANTING SOIL NOTE: LANDSCAPE ARCHITECT TO APPROVE MULCH SAMPLE PRIOR TO CONSTRUCTION SET TOP OF ROOT CROWN 2" ABOVE ADJACENT GRADE SHAPE SOIL SURFACE TO PROVIDE 3DIAMETER WATERING RING FINISH GRADE TREE PIT DEPTH=ROOTBALL DEPTH MEASURE BEFORE DIGGING TO AVOID OVEREXCAVATION PREPARE SUBSOIL TO FORM PEDESTAL TO PREVENT SETTLING County of Albemarle Conservation Plan Checklist — To be placed on Landscape Plans 0 (Handbook, pp III-284-111-297 for complete specifications) n 9 n �> F I . The following items shall be shown on the Ulan: ® Trees to be saved; - • L� ® Limits of clearing (outside dripline of trees to be saved), _; ` ° " °;,�• e, ® Location and type of protective fencing; F ` ° ® Grade changes requiring tree wells or walls; '° 4 o p� " ® Proposed trenching or tunneling beyond the limits of clearing. 2. Markings: s o ® All trees to be saved shall be marked with print or ribbon at a height clearly visible to equipment operators. c ® No grading shall begin until the tree marking has been inspected and approved by a County Inspector. a� o. 3. Pre -Construction Conference: ® Tree preservation and protection measures shall be reviewed with the contractor on site. T d 4. Equipment Operation and Storage: ® Heavy equipment, vehicular traffic and storage of construction materials including soil shall not be permitted within the driplines of trees F 6 ' to be saved. ti 5. Soil Erosion and Stormwater Detention Devices: ® Such devices shall not adversely affect trees to be saved r 6. Fires: ® Fires are not permitted within 100 feet the do li P p ne.of trees to be saved.' �a �r 7. Toxic Materials:, r °� a . �a ® Toxic materials shall not °be, stored within 100 feet of the dripline of trees to"be saved. 8. Protective Fencing: 7. ® Trees to be retained within 40 feet of a proposed building or grading activity shall be protected by fencing. g" o — ® Fencing shall be in place and shall be inspected and approved by a County Inspector prior to grading or construction a oG 9. Tree Wells: h4 ® When the ground level must be raised within the dripline of a tree to be saved, a•tree well shall be provided and a.construction detail ' submitted for approval. ll _ o . �0711 J. 10. Tree Walls: ° - ® When the ground level must be lowered within the dripline a'tree to be saved, a tree wall shall be provided; and a construction detail submitted for approval. -1'�,`�°1` " o 11. Trenching and Tunneling: 0 3... ®' When trenching is required within the limits of clearing, it shall be done as far away from the trunks of trees as possible. Tunnel a large tree shall be considered as an alternative when it is anticipated that necessary � underptrenching will destroy feederroots. 12. Cleanup ,n.P !� • ® Protective fencing shall be the last items removed during the final cleanup. 4 $ P, v 13. Damaged Trees: ® Damaged trees shall be treated immediately by pruning, fertilization or other methods recommended by a tree specialist. ° al 0 NOTE: IT IS THE DEVELOPER'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION" -r REQUIREMENTS. P ' r C, vw ri�x �ltugn► i y x� (DATE) <A`oo CONTRACT PURCHASER SIGNATURE (DATE) 5/1/06 Page 1 of 1 e 6 CONSERVATION PLAN CHECKLIST L3.60 SCALE: NTS NELSON BYRDME WOLTZ L A N D S C A P E ARCHITECTS 310 East Market Street Charlottesville VA 22902 T 434.984.1358 F 434.984.4158 www.nbwla.com NO. Date Issues/Revisions 1 01.06.20 PERMIT 2 03.27.20 PERMIT 3 06.02.20 PERMIT 4 08.21.20 PROGRESS CD 5 10.02.20 PROG. CD 70% 6 10.23.20 PROG. CD STAMP PROJECT NAME KESWICK HALL LANDSCAPE ALBEMARLE COUNTY, V I R G I N I A KESW ICK HALL SPA PROJECT NO.: KSH 1806 DRAWN BY: CP, BO, CN CHECKED BY: EG DRAWING TITLE PLANTING DETAILS DATE: OCTOBER 23, 2020 SCALE: AS SHOWN DRAWING NUMBER L3060 = \ L3.60 / SCALE: NTS z CnRF ]RILL VFRTICAI RRICK STARTM 1'ic�PQL CATALOG NUMBER LOGIC ❑ CD-VB LED Cam• sy Example: - CD-VB - LED - e23 - SAP Material Blank - Aluminum 0 - Brass Series CD.VB - Core Drill Vertical Brick Star' Source LED 'e'Txhnology with lnregal Driver LED Type e22 - BWLED/3K e23 - SWLEDAK Finish e24 BWLED/Red e25 - BWLED/Green Aluminum Finish Brass Faceplates Powder cost Color Satin Wrinkle Madura MAC Bronze up BRIV Paished POL Black SUP am Mitigae"' Mn'- Also available in flvm)mn FOhM 5rr rv6minalSVB-143900 White (Glass) WHP WHW Aluminum SAP — Verde _ VBB e26 - BWLED/Blue e27 - BWLED/Amber PROJECT`KESWICK HALL TYPt-E: / - 7 CATALOG MBE/� NUR:'/(�JT ^•'�//�V!✓-L��`L.�L� NOTES: a• yP LM79 DATA BK No. CCT(Typ.) Input Watts (ryp.) CRI cryp.) L70 DATA Minimum Rated Life (hrs.) 70% of initial lumens(L7o) e22 3100K 8.4 Be 50,000 e23 41001K 8.4 66 50,000 e24 Red (627nm) 7.9 - 50,000 e25 Green (530nm) 8A - 50,000 e26 Blue (470nm) 8.4 - 50,000 e27 Amber (590nm) 79 - 50,000 40429 Brickyard Drive • Madera, CA 93636 • USA SUBMITTAL DATE DRAWING NUMBER B eeK LIGHTING 559.438.5800 • FAX 559.438.5900 4_22-1 $UB��I ()25 vrnw.bklighting.com • info@bklighfing.com TIISD UMCNTCOmAINSPg RIETABYINFORWPMOFBe LIGNIING.INCANDNSRE iff RPOSSMIMWESNOFCONVEYAmPC,I MREPWDUCE,NSCMSE IIYCON WS.DRTOWNUFACNRE.USEOPSELLANYMINGITMAYDESCMBC REPflODUMOµoSCW MOR US[WRHOUTSPECIFKWRRRN ADn10RIMT10NOFB-KLIGNIINo IW ISSTPIrm(FOR@CDEN MOUNTING HEIGHT: 3-0" REFER TO DETAIL 2-L2.30 TIMBER PATH BOLLARD - 11' CF5-T-A-GF-V-N-D-INC-E Large Pima (CF5) Specification Sheet ALBEMARLE CO., VA Project Name: KESWICK HALL Location: MFG: Philips Hadco Fixture Type: L4 Catalog No.: Qty: 24-1/2" Ordering Guide (62 cm) Example: CF5 T A GF 2 N D 150S E 23-3/8" (59 cm) FINISH TO BE DETERMINED. C1'1 Vertical lamp (V), Medium base (D) only With Flat Glass. Glass sag lens used With (h Vertical Mogul base (G) tamping. e2 Available With Mogul base (G) socket only. O oN Specifications O Product Code CF5 Large Pima Mounting T Top Arm Finish A Black B White H Bronze ray J Green Lens GF Flat Glass Optics 2 Type II 3 Type III 4 Type IV 5 Type V V Type V Vertical •1 Photo Control N None Socket D Medium G Mogul Wattage 150S 150W HPS 60PAR/RIR/NPL/ 250S 250W HPS '2 150H 15OW PMH 1050 INITIAL LUMT 250H 25OW PMH Voltage E 120V F 208V G 240V H 27ry K 34ry CV HOUSING: C1 413F, Low -Copper cast aluminum. 0.090" thick spun aluminum . Easy access to lamp. Two (2) stainless steel %-turn fasteners secure the lens frame. A weatherproof ballast C:)assembly isolates the ballast from water and heat for longer life. All non-feneus fasteners prevent corrosion and ensure longer life. i FINISH: Thermoset polyester powdercoat is electrostatically applied after a five -stage conversion cleaning process and bonded by heat fusion thermosetting. Laboratory tested for superior weatherability and fade resistance in accordance with ASTM B-117-64 and ANSI/ASTM G53-77 specifications. For larger projects where a custom color is required, E contact the factory for more information. N OPTICAL ASSEMBLY: o Type II Cutoff. Type III Cutoff. Type IV Cutoff. Type V Cutoff. Type V Cutoff (Vertical Lamp). Precision formed, segmerned specular aluminum internal cutoff reflector with Z horizontal lamp mounting. Reflector is rotatable in 90° increments. Clear tempered flat glass lens. >T LAMPING: MH and HPS Medium base: E17. MH and 25OW HPS Mogul base: ED28. HPS Mogul base: E23.5. ELECTRICAL ASSEMBLY: o Ballast assemblies are mounted to an aluminum plate or spinning, which is mounted inside the ballast housing. 4kv rated medium base porcelain socket. Nickel -plated screw shell with center contact. 41ov rated mogul base porcelain socket. Nickel -plated screw shell with center contact. BALLAST: All HID ballasts are core and coil and regulated with power factors better than 90% (HPF). Ballast provides +/- 5% lamp power regulation with +/- 10% input voltage regulation. Ballasts are factory pre -wired and tested. Metal halide ballasts are capable of starting at -20° F or JO° C and HPS at -40°F or -40°C. NOTE: All ballasts are EISA / TRIe 20 / Title 3 24 compliant where applicable. � MOUNTING: H Top Ann Mount M. Arm sold separately. Mourning adapter welded to fixture housing. CERTIFICATIONS: N 0 ISO 9001:2000 Registered Page 1 of 2 C PHILIPS Note: Hadco reserves the right to modify the above details to reflect changes in the cost of materials and/or production and/or design without prior notice. t �HAOCO 100 Cmftway Liblestown, PA 17340 tel(717) 359-7131 fax (717) 359-9289 www.hadce.cem Copyright 2008 Philips J V) i MOUNTING HEIGHT: 12'-0" REFER TO DETAIL 1-L2.30 a Q 3 HADCO PIMA ON CUSTOM TIMBER POST - LIGHT 'L4' U L2.03 SCALE: NTS ) 0 i N 0 V) V)) Car) O i 0 Q U i C: 73 IL 0 0 IL U 0 0 T_ CV) O `O O 010 CORE DRILL VERTICAL BRICK START"' ... PROJECT: /✓!p/1�R �70 TYPE: L-7 SIDE VIEW 3" 1 3/4" p6mm1 (44mm) e A a ° 2 1/4"Dia.ralm (57mm� a Accessories rcanrgare FePamreyl Remote optionlsl II'B j TR Series ���PARRM" ° a ° e FACEPLATE DETAIL 3 1/4" 83mm) 7 5" (127mm) T5/16" O.C. 84mm) O SPECIFICATIONS GreenSource Initial Lens Finish Metal and packaging components are made from recycled Shock resistant, tempered, glass lens is factory adhered to StarGuard" (Pat. Pend.), a ROHS compliant, 15 stage materials. Manufactured using renewable solar energy, faceplate and provides hermetically sealed optical chromate -free process cleans and conversion coats producedonsite, Returnable to manufacturer at end oflRe compartment aluminum components priorto application ofClass'A'TGIC to ensure cradle -to -cradle handling. Packaging contains no polyester powder coating. Bass components are available chlorofluorocarbons (CFC's). Use of this product may BKSSL•" in powder coat or handcrafted metal finish. qualify for GreenSource efficacy and recycling rebateb). Integrated solid state System with'e'technology is scalable Consult www,bklighting.com/greensource for program for field upgrade. Modular design with electrical quick Warranty requirements. disconnects permit field maintenance. High power, 5 year limited warranty. forward throw source complies with ANSI C78.377 binning Materials requirements. Exceeds ENERGY SEAR' lumen maintenance Certification and Listing Furnished in Copper -Free Aluminum (Type 360) or Brass requirements. ITL tested to IESNA LM-79. Lighting Facts Registration per (Type360). USDOE (weelightingfectscom). ETL Listed to ANSI/UL 1M-80 certified. Integral non -dimming driver. Minimum Standard 1838 and UL Standard 8750 and Certified to Core Drill 50,000 hour rated life at 70% of initial lumens(L70). BKSSL CAN/CSA C22.2 No. 9, CSA TIL B-58B. RoHs compliant. Allows for mounting into existing structures that will not technology provides long life, significant energy reduction Suitable for indoor or outdoor use. Suitable for installation easily accept a standard box. 2-1/7 dia. hole required for and exceptional thermal management, in combustible materials (Type Non -IQ. Suitable for use in slip fit. wet locations. Suitable for installation within 4' of the Optics and Cutoff ground. Made in USA. Body Rectilinear design provides wide lateral distribution and long forwardthrow. 90°optical heights hglittng Fully machined from solid billet. Unibody design provides enclosed, water -proof wireway and integral heat sink for culoRformounting well belowrypical visual glare angles. ,®- ,— u a, facts maximum component life. High temperature, silicori Ring provides water -tight seal. Provided with hard -coat g Transformer •ono",a.�lm,eermaemaxam"w„rcomo,anaa. 'Enesr sw, n a .rvme.ee rmama,x or m: wrte4 Warn Ea.,ro�mmmi (Type III) black anodize for maximum corrosion rr For use with l2VAC 615.�,�L remote transformec Pm,za;ooaq:My able resistance. Weather -tight cable connector with 5'0; 18Ga„ 2 wire low voltage cable. Wiring Teflon' coated, 18AWG, 600V, 250°Crated and certified to Faceplate 165 UL 1659 standard. Cast construction with machined finish Co es).dhkholes provide for flush hardware mounting (by others). Hardware Tamper -resistant, stainless steel fixture hardware Mounting hardware by other. B—K LIGHTING 40929B559'418.580e• AX559,C18A93636•U6A SUBMITTAL DATE DSUB0 1025 559.438.5000• FAx55ix,fig5900 4-22-10 SUB00j025 www.bklighdng.com • mfo@bkrighting.com EF LPLI Centinela Type: L > a urCat._.__ - __ _ _ #: LPLI -T/R9-BLP h too� LLfe unelL4hVWtWSoUnttovly Gu"aHLtpzd. Natural Finish ORDERING GUIDE: LPLI L (LED) PL (Pathlight) 1(Series) LPLI "Centinela" The Centinela is a stylish, low energy LED path light. Its contemporary design and slim profile allow it to blend seamlessly into the surrounding landscape. The Centinela is builtwith a state ofthe artLED light source and internal voltage regulating driver assembly delivering superior performance, long life and low maintenance in any environment. The Centinela top is machined from a solid piece of 3.50" c3600 brass attached to a heavy copper riser with stainless hardware. This quality construction and careful engineering allows the Centinela to be used successfully in harsh environments such as coastal applications. Proudly manufactured in the USA and backed by our lifetime warranty, the Centinela has no equal. Specifications Light Source: High -brightness LED (light emitting diode) LED Life (L70): 50,000 hours average Input Voltage: 5 to 15 V. AC or DC Current Rating: 700ma (0.70 Amps) Watts: 2.5 W Color Temperature: 2900 CCT (K) Typical 12 VOLT REMOTE TRANSFORMER REQUIRED Mount Options Finish T/R 9 BLP [ L [1/21 1/2" MALE THREAD [NAT] NATURAL [G/S] GROUND STAKE *INCLUDED [BLP] BRONZE LIVING PATINA [T/R] TRIDENT SPIKE 6" 9" OR 12" [P/S1 POWER STAKE 120V.-12V. I P/S T/R "1 1/2" J1TL09 Inac bnumgprodudimpmve tprogmAumralightreaervMthngtmmodifyprodudspl catioeRwitbommfiScation Copyight2OWAarom0gbohna. 2 AURORALIGHT 'CENTINELLA' PATH LIGHT -12' L2.03 SCALE: NTS 41rom NELSON BYRD:: WOLTZ L A N D S C A P E ARCHITECTS 310 East Market Street Charlottesville VA 22902 T 434.984.1358 F 434.984.4158 www.nbwla.com NO. Date Issues/Revisions 1 01.06.20 PERMIT 2 03.27.20 PERMIT 3 06.02.20 PERMIT 4 08.21.20 PROGRESS CD 5 10.02.20 PRONG. CD 70% 6 10.23.20 PRONG. CD STAMP PROJECT NAME KESWICK HALL LANDSCAPE A L B E M A R L E COUNTY, V I R G I N I A KESWICK HALL SPA PROJECT NO.: KSH 1806 DRAWN BY: CP, BO, CN CHECKED BY: EG DRAWING TITLE SITE LIGHTING DETAILS DATE: OCTOBER 23, 2020 SCALE: AS SHOWN DRAWING NUMBER L2001 2'-31 0 (V 1" 6x6 COPPER DRIP CAP 6x6 WESTERN RED CEDAR POST PAINTED MATTE BLACK 2' CONDUIT PAINTED TO MATCH POST 4" OUTDOOR JUNCTION BOX PAINTED TO MATCH POST 4x6 ROUGH SAWN WESTERN RED CEDAR POST PAINTED TO MATCH BUILDING WINDOW TRIM (BRONZE) 120V (150W MH) HADCO'PIMA CF5' WITH BRONZE FINISH, SEE LIGHTING PLANS CONNECTION REFER TO STRUCTURAL DETAIL 4, S1.0 4x4 ROUGH SAWN WESTERN RED CEDAR BRACE PAINTED TO MATCH BUILDING WINDOW TRIM (BRONZE) CONCEAL CONDUIT IN BACK OF POST ROUTE CHANNEL AND COVER WITH CEDAR TO MATCH POST mi 00 11 I I� I � 'CONCRETE FOOTING STRUCTURAL DETAIREFER TO L 4, S10R PARKING LOT LIGHT 'L-4' DETAIL SCALE: 1 /2" = 1'-U A - a LO m N O (V O N C7 (V i Q 0 t U O ILL .� t 0 0) } J O m cV J i 0 Q 0 U C) I 0 i } N 0 V) NI m O i 0 Q U i c 0 '�TI O } U 0 0 NI O 10 O CID V) ELEVATION SECTION TIMBER PATH BOLLARD LIGHT'L-1' DETAIL SC'AI P 1,,= 1'-n,, 15" 2 4X6 WESTERN RED CEDAR POST PAINTED WITH BM2132-10'BLACK' IN MATTE FINISH B-K LIGHTING 'CORE DRILL VERTICAL BRICK STAR' IN BLACK FINISH 2' DEEP WIRE CHASE ROUTED INTO POST 2' x 2" x 38" WIRE CHASE COVER. WESTERN RED CEDAR, PAINTED TO MATCH AND AFFIXED WITH SS FASTENERS LOW VOLTAGE DIRECT BURIAL WIRE TO TRANSFORMER (LOCATION TBD) PLANTING SOIL (SEE PLANS FOR ADJACENT MATERIALS) SEE STRUCTURAL DRAWINGS FOR FOOTING DETAIL NELSON BYRDME WOLTZ L A N D S C A P E ARCHITECTS 310 East Market Street Charlottesville VA 22902 T 434.984.1358 F 434.984.4158 www.nbwla.com NO. Date Issues/Revisions 1 01.06.20 PERMIT 2 03.27.20 PERMIT 3 06.02.20 PERMIT 4 08.21.20 PROGRESS CD 5 10.02.20 PROG. CD 70% 6 10.23.20 PROG. CD STAMP PROJECT NAME KESWICK HALL LANDSCAPE ALBEMARLE COUNTY, V I R G I N I A KESW ICK HALL SPA PROJECT NO.: KSH 1806 DRAWN BY: CP, BO, CN CHECKED BY: EG DRAWING TITLE LIGHTING DETAILS DATE: OCTOBER 02, 2020 SCALE: AS SHOWN DRAWING NUMBER L2030 FA PROPERTY LINES SHOWN IN BLUE + + + 0.0 0.0 0.0 + + 0 0.0 0.1 0.0 0.1 0.1 0.1 0.1 0.2 +.2 0.1 0.2 0.3 0.I 0.2 0.2 0.4 0 0.4 0.5 0.1 0.2 0.4 0.5 + + + + 0.1 0.2 0.3 0.5 + + + + 0.1 0.2 0.3 0.4 0.1 0.2 0.2 0.3 0.1 0.1 0.2 0.2 0.1 0.1 0.1 0.20.2 010 0. 0.1/' 0.1 0.0 0.0 0.0 0.0 0.0 0.1� 0.0 0.0 0.0 Calculation Summary Label CalcType Units Avg Max Min Avg/Min Max/Min Guest Parking Illuminance Fc 1.41 6.2 0.3 4.70 20.67 Landscape Illuminance Fc 0.54 9.7 0.0 N.A. N.A. Landscape Stairs Illuminance Fc 0.36 1.5 0.1 3.60 15.00 Main Entry Path Illuminance Fc 0.70 5.5 0.0 N.A. N.A. NW Parking Illuminance Fc 2.86 7.4 0.3 9.53 24.67 Pathways Illuminance Fc 1.90 8.8 0.1 19.00 88.00 Property Line and 10' Beyond Illuminance Fc 0.10 5.8 0.0 N.A. N.A. + + 0.0 0.0 + + 0.0 0.0 T + + 0.0 0.0 0 0.0 10.0 + + + + 0 0.0 0.0 0.0 0.0 Luminaire Schedule Symbol Qty Tag Arrangement Lum. Lumens LLF Description D 29 L-1 SINGLE 86 1.000 BQ-LED-e23-0-DEGREES; SQ-LED-e23-0-DEGREES; VB-LED-e23-0-DEGREES Q 13 L-2 SINGLE 98 1.000 E1-S-24-3W 0 8 L-4A SINGLE 10544 1.000 CF5TAGF3NG250SE EACH OUTDOOR LUMINAIRE EMITTING 3,000 OR MORE LUMENS SHALL BE A FULL CUTOFF FIXTURE 0. 0. 0. 0. 0. 0. 1 0. 0. 0. 0. 0. W NELSON BYRDNo WOLTZ LA N D S C A P E ARCHITECTS 310 East Market Street Charlottesville VA 22902 T 434.984.1358 F 434.984.4158 www.nbwla.com U J o J o z ZY 0 O _ � Y LU U 3 w w z Z Q _ o J w a U Q ry Y Q F- w L1 F- v7 s Y v M I- LLI 0) V N NO. Date Issues/Revisions 1 01.15.2020 PERMIT 2 05.20.2020 REV 2 3 1 1.06.2020 PERMIT SET STAMP NOT FOR CONSTRUCTION PROJECT NAME KESWICK HALL LANDSCAPE ALBEMARLE COUNTY, VIRGINIA CENTRAL ENERGY PLANT AREA PROJECT NO.: KSH 1806 DRAWN BY: STB CHECKED BY: DLU DRAWING TITLE SITE PHOTOMETRY DATE: JANUARY 15, 2020 SCALE: a DRAWING NUMBER SP LC 1.01 PROPERTY LINES SHOWN IN BLUE Calculation Summary Label CalcType Units Avg Max Min Avg/Min Max/Min Guest Parking Illuminance Fc 1.41 6.2 0.3 4.70 20.67 Landscape Illuminance Fc 0.54 9.7 0.0 N.A. N.A. Landscape Stairs Illuminance Fc 0.36 1.5 0.1 3.60 15.00 Main Entry Path Illuminance Fc 0.70 5.5 0.0 N.A. N.A. NW Parking Illuminance Fc 2.86 7.4 0.3 9.53 24.67 Pathways Illuminance Fc 1.90 8.8 0.1 19.00 88.00 Property Line and 10' Beyond Illuminance Fc 0.10 5.8 0.0 N.A. N.A. Luminaire Schedule Symbol Qty Tag Arrangement Lum. Lumens LLF Description D 29 L-1 SINGLE 86 1.000 BQ-LED-e23-0-DEGREES; SQ-LED-e23-0-DEGREES; VB-LED-e23-0-DEGREES Q 13 L-2 SINGLE 98 1.000 E1-S-24-3W 0 8 L-4A SINGLE 10544 1.000 CF5TAGF3NG250SE EACH OUTDOOR LUMINAIRE EMITTING 3,000 OR MORE LUMENS SHALL BE A FULL CUTOFF FIXTURE NELSON BYRDNo WOLTZ LA N D S C A P E ARCHITECTS 310 East Market Street Charlottesville VA 22902 T 434.984.1358 F 434.984.4158 www.nbwla.com J J z O_ Q / rj J _ U J J C7 Q Z LU U W Z Q a U Q ry M1 0 0 0 z Y O Y 3 w z r, 0 r, L -I w L1 s Y M I- V) LLI 0) V N NO. Date Issues/Revisions 1 01.15.2020 PERMIT 2 05.20.2020 REV 2 3 1 1.06.2020 PERMIT SET STAMP NOT FOR CONSTRUCTION PROJECT NAME KESWICK HALL LANDSCAPE ALBEMARLE COUNTY, VIRGINIA CENTRAL ENERGY PLANT AREA PROJECT NO.: KSH 1806 DRAWN BY: STB CHECKED BY: DLU DRAWING TITLE SITE PHOTOMETRY DATE: JANUARY 15, 2020 SCALE: a DRAWING NUMBER S P LC 1.02 PROPERTY LINES SHOWN IN BLUE Calculation Summary Label CalcType Units Avg Max Min Avg/Min Max/Min Guest Parking Illuminance Fc 1.41 6.2 0.3 4.70 20.67 Landscape Illuminance Fc 0.54 9.7 0.0 N.A. N.A. Landscape Stairs Illuminance Fc 0.36 1.5 0.1 3.60 15.00 Main Entry Path Illuminance Fc 0.70 5.5 0.0 N.A. N.A. NW Parking Illuminance Fc 2.86 7.4 0.3 9.53 24.67 Pathways Illuminance Fc 1.90 8.8 0.1 19.00 88.00 Property Line and 10' Beyond Illuminance Fc 0.10 5.8 0.0 N.A. N.A. 0 0.0 0.0 0.0 0. 0.0 0.0 .070- + +0.0 .0 0.0 0.0\ 0.0 1 0.0 0.0 W z N 0 0.0 0.0 0.0 0.0 0.0 0.0 0. 0 0.0 0.0 0.0 0.0 0.0 0.0 0. 0 -0.0 \ 0.0 0.0 0.0 0.0 0. 0. 0. 0 0.0 0. 0.0_ 0. Luminaire Schedule Symbol Qty Tag Arrangement Lum. Lumens LLF Description D 29 L-1 SINGLE 86 1.000 BQ-LED-e23-0-DEGREES; SQ-LED-e23-0-DEGREES; VB-LED-e23-0-DEGREES Q 13 L-2 SINGLE 98 1.000 E1-S-24-3W 0 8 L-4A SINGLE 10544 1.000 CF5TAGF3NG250SE EACH OUTDOOR LUMINAIRE EMITTING 3,000 OR MORE LUMENS SHALL BE A FULL CUTOFF FIXTURE 1. 0 0.0 NELSON BYRDNo WOLTZ LA N D S C A P E ARCHITECTS 310 East Market Street Charlottesville VA 22902 T 434.984.1358 F 434.984.4158 www.nbwla.com U J 0 J o z ZY 0 O _ � Y LU U 3 U LLI W z z Q _ 0 J w a U Q ry Y Q � w LLI s Y M I- LLI 0) V N NO. Date Issues/Revisions 1 01.15.2020 PERMIT 2 05.20.2020 REV 2 3 1 1.06.2020 PERMIT SET STAMP NOT FOR CONSTRUCTION PROJECT NAME KESWICK HALL LANDSCAPE ALBEMARLE COUNTY, VIRGINIA CENTRAL ENERGY PLANT AREA PROJECT NO.: KSH 1806 DRAWN BY: STB CHECKED BY: DLU DRAWING TITLE SITE PHOTOMETRY DATE: JANUARY 15, 2020 SCALE: a DRAWING NUMBER S P LC 1.03 U PROPERTY LINES SHOWN IN BLUE N n + 0.0 O __j 0.0 0.0 0.0 0.0 0.0 0.0_ 0.0 0.0 0.0 0.0 0. 0. 0. 0 0.0 n n 0.0 + Calculation Summary Label CalcType Units Avg Max Min Avg/Min Max/Min Guest Parking Illuminance Fc 1.41 6.2 0.3 4.70 20.67 Landscape Illuminance Fc 0.54 9.7 0.0 N.A. N.A. Landscape Stairs Illuminance Fc 0.36 1.5 0.1 3.60 15.00 Main Entry Path Illuminance Fc 0.70 5.5 0.0 N.A. N.A. NW Parking Illuminance Fc 2.86 7.4 0.3 9.53 24.67 Pathways Illuminance Fc 1.90 8.8 0.1 19.00 88.00 Property Line and 10' Beyond Illuminance Fc 0.10 5.8 0.0 N.A. N.A. 0.0 0.0 0.0 0.0 0.0 +.o 0.0 0.0 0.0 0.0 0.0 C 0.0 0.0 0.0 0.0 I 0.0 0.0 0.0 0.0 0.0 o p b.0 b.0 b.0 b.0 b. + + + + + + 0.0 0. 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 O 0.0 .0 0.('0.0 010 0.0 b.0 .0 b. PEI PLO + 0.0 r L 0.0 C 0.0 C 01 + 0.0 + + 0 0.0 0.0 0 + 0 0.0 0 0.0.0 b. 0.0 0.0 + + + 0.0 0.0 0.0 0 0.0 0.0 . -O + 0.0 + �.0 0.0 0.0 0.0 Luminaire Schedule Symbol Qty Tag Arrangement Lum. Lumens LLF Description D 29 L-1 SINGLE 86 1.000 BQ-LED-e23-0-DEGREES; SQ-LED-e23-0-DEGREES; VB-LED-e23-0-DEGREES O 13 L-2 SINGLE 98 1.000 E1-S-24-3W O 8 L-4A SINGLE 10544 1.000 CF5TAGF3NG250SE EACH OUTDOOR LUMINAIRE EMITTING 3,000 OR MORE LUMENS SHALL BE A FULL CUTOFF FIXTURE NELSON BYRDNo WOLTZ LA N D S C A P E ARCHITECTS 310 East Market Street Charlottesville VA 22902 T 434.984.1358 F 434.984.4158 www.nbwla.com U J 0 J o z ZY 0 O _ � Y LU U 3 U LLI W z Z Q _ 0 J w a U Q ry Y Q � w LLI s Y M I- LLI 0) V N NO. Date Issues/Revisions 1 01.15.2020 PERMIT 2 05.20.2020 REV 2 3 1 1.06.2020 PERMIT SET STAMP NOT FOR CONSTRUCTION PROJECT NAME KESWICK HALL LANDSCAPE ALBEMARLE COUNTY, VIRGINIA CENTRAL ENERGY PLANT AREA PROJECT NO.: KSH 1806 DRAWN BY: STB CHECKED BY: DLU DRAWING TITLE SITE PHOTOMETRY DATE: JANUARY 15, 2020 SCALE: a DRAWING NUMBER S P LC 1.04