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SDP202000002 Plan - Approved Minor Amendment 2020-09-09
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 = 1.10 ACRES LIMITS OF DISTURBANCE = 2.65 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 11,865 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 BULDING. 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 THERE WILL BE A SURPLUS OF 0.36 LB/YR QUALITY CREDITS ASSOCIATED WITH THiS SITE AVAILABLE FOR FUTURE DEVELOPMENT ON THIS PROPERTY. SEE SHEET C6.0 FOR ADDITIONAL INFORMATION. MINOR SITE PLAN AMENDMENT SUMMARY THE PROPOSED BUILDING FOOTPRINT HAS BEEN REVISED SINCE THE APPROVAL OF THE MAJOR SITE PLAN AMENDMENT DRAWINGS SDP-2018-079. THIS UPDATE INCLUDES CHANGES TO THE SITE LAYOUT, UTILITIES, GRADING, PROFILES AND LANDSCAPE PLAN. Ilk k in= 1 � 1 �' 1 1 1111 COUNTY OF ALBEMARLE, VIRGINIA VICINITY MAP 111=2000' 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 At,; > r am COUiNTY OF ALI1YMA.RLE Department of CommunityDevelopmeut 401 McIntire Road, North Wing Charlottesville, Virginia 22902-4546 Phone (434) 296-583' Fux (434) 912-4126 July 24, 2018 Williams Million C/o Valerie Long 321 E. Main Street, Suite 400 Charlottesville. Va 22902 RE-, S.11201800001 Keswick Hull and Cult Club Bear Nls. long, Cis July 1 1,'019, the Hoard of Supervisors took action on your special use permit request to Annend previously approved SP2008000 2 to relocate and expand the spa and fitness center, arid a pool bar, expand the; energy plant, add to new maintenance and humdry 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 080000000008Z0; 050000000060A0, 03000000000900 in the dLiYamna District. The Special Use permit vvas approved by the Board's adoption of the attached resolution and conditions. Please be advised that although the Albemarle County hoard 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 stet. This includes: • compliance with conditions of the SPECIAL USE PERMIT; e approval of and compliance with a SITE PLATY or a SI"1°E PLAIN Ah1E'tiDll'TEN f"; and approval of a'L'CJlcJING CONIPLIANCF CLEARANCE Before beginning uses as allowed by this special use permit or if you have questions regarding the above- nnoted action, please contact Rebecca Ragsdale at (434) 296-5832 cxt. 3220. Sincerely, Megan Nedostup, AlCP Principal Planner Planning Division Sheet List Table Sheet Number Sheet Title C0.0 COVER C1.0 NOTES AND DETAILS C1.1 NOTES AND DETAILS C1.2 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 PAVER INSTALLATION AND MAINTENANCE C6.6 STORMWATER MANAGEMENT FACILITIES EASEMENT PLAN C7.0 PROFILES C7.1 PROFILES L1.10 MATERIALS ENLARGEMENT PLAN L2.00 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 SP LC1.01 SITE PHOTOMETRY SP LC1.02 SITE PHOTOMETRY SP LC1.03 SITE PHOTOMETRY SP LC1.04 SITE PHOTOMETRY TOTAL SHEETS = 26 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 IMSOJ,L01015 TO APPROVE SP 2018-01 KESWICK K HALL AND GOLF CLUB WHEREAS, die Owner of Keswick Hall tiled an application to amend it previously -approved special use permit (SP 200800042) for TaxMap Parcels 08000-00-00-008L0, 08000-00-00-060A0, and. 08000-00-00-00900 to reJocate and expand the spa and fitness center, add apool bar, expand the energy plant; add anew 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 die parking and circulation, and the application is identified as special Use Permit 2018-00001 Keswick Hall and Golf Club 'SP 2019-0 1"), and WIPER-EAS, on May 22, 2018, after a duly noticed public hearing, the Albemarle County Planning Commission recommended approval of SP 2018-01 with conditions recommended by staff, and reconmicaded minor changes to the Conceptual Plain; and WHEREAS, subsequent to the Planning Commission meeting, the Applicant submitted an updated Conceptual Plan dated June 11, 2018 that partially addressed the Planning Cotutnission's recnnnnienttlatiara about changes to the: Conceptual Plan,, however, the updated Conceptual Plan contained additiona] changes that werc .nett considered by the Planning Commission; and WI-LEREAS, on July 11, 2018, the Albemarle County Board of Supervisors held a duly noticed public hearing on SP 2018-01. NOW, TffEREFORE, BE ff 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 Cattle § 18-33.8, the Albcmarle County Board of Supervisors hereby approves SP 2018-01, subject to the: conditions attached hereto, including Condition -91, which references the Conceptual Plan dated June 11, 2018 and the Narrative dated January 16, 2018, updawd June 11, 2018, 1, C:iaudette K. Borgersen, do hereby certify that the foregoing %vriting is a true, correct copy of a Resolution duly adopted by the Board of Supervisors of"Alberrnarle County, Virginia, by a vote of f%ve tea kggk, as rvQorded below, at a meeting held on lacy i 1 20 t 8, Clerk., Board of County Super is Ave Nay Mr, Dill t12as rn Nix. Gallaway Ivls. Mallek Y Ms. McKeel Ms. Pahner Y Nit, Randolph APPROVAL DATE SP-2018--0000k _Ktswielcflull :ind Golf Club Conditions I. Develo pment most and use sha ll all be in accord with the conceptual plan title(]"Keswick Ball hr; Golf Glob Permit Special -Use I errnnit Plan" prepared by Hart Howerton and dated June 1 I , 2018 (lnt;reafter "Conceptual Plan"), and narrative titled "Keswick Hall and Golf Club Project Narrative" (he:reafler `Narrative"), deceit January 16, 2018, updated June 11, 2018, as determ'uaed by the Director of Planning and the Zoning Administrator. 2. The restaurant„ tavern, and inn and accessory uses shall not consume water in excess ofe;xisting permittW, capacity of the existing water system (76,000 gallons per day) and sewage system (60,000 gallons per day). If the central water ar 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 r. . the system fronn the Vu tnra Dep artment artment of Health , the Virginia Department Y 6 of 1? i C Pnv Environmental Quality, t E� "r y. and the Albemarle Comity Board of Supervisors_ Any expansion of the central water or se%vLrage systenn 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 Fine Rescue Department for a water systems improvement to support dedicated internal fare protection as described in the "'Water and Wastewater Facilities Plan 2017 Update for Kesvvick Hall& Golf Club" prepared by Timmons Group dated December 1, 2017 and revised-Ndarch 19, 2018 (hereinafter the °"2017 Water/'Wastewater Plan'j before a building permit for the proposed improvements described in Phase IA of the 2017 Water/Wastewater Plant may be issued. No certificates Of occtnpancy for the improvements in Phase IA shall be issued prior to the completion of the aforementioned writer 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 4WterfWastewater Plan before any building pernnit for the proposed improvements described in Phase I A of the aforementioned plan may be issued. No certificates of occupancy ibr the improvements in Phase IA shall be issued prior to the approval of the Virginia Department of Health, the Virginia Department of finvironmeutal Quality, Albemaric County lire !fescue Department, and completion of the aforementionned %valor system improvement. 5. No unplakted property shall be subdivided and no approved subdivision plat shall be recorded unless the applicant demoustxates to the satisfaction of the Planning Director and County Engineer tinat the existing cortla al water system permitted and approved by the Virginia Department of Health, or as such permit is amended or such, subsequent petnnit approved by the Virginia Department ofhlealth, Division of Water Supply Fagi neermor and the Board of Supervisors, is available and adequate to serve all of said lots, as well a all existing improvements, lots, a YS ro @inBntS associated d d taS't8 and Jetted la.., without compromising- g p P 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 procedure°; approved by the Virginia Department of Flealth 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 than the use, structure or activity for which this special use permit is issued is not commenced on or before July t 1, 7020, it shrill be deetned abandoned and the permit terminated. The term "commenced" means "construction of any structure necessary to the use of the permit'. 8. All panting arms established or expanded Ater July 11, 2013 shall comply with a minimum 25-foot setback. 9, Keswick Road shall be the, primary access. w �UW a U. U ILL co wJ—L6 a > 0 a, �x tY w N =V cD >Ul I-- Q c � rn 0 N a � d- �H u z O a O ULU (j 0 � Z O (f) I— W LU W ti Qj C� (f) C� U0 O O O � a O 4 W CC, (1) (J) O O 0�"��rn DATE 0110612020 DRAWN BY C. GA YNER DESIGNED BY A. ALLISON CHECKED BY C. KOTARSKI SCALE N/A J J 77 W > a U V UJ J U) W m J W Q JOB NO. 40241 SHEET NO. C0.0 0 ai U m 0 ro 3 to to O a n. c ro 0 a a� Z) a� 0 r= a m ro CL c 0 0 s= 3 c tl �O -0 o O in L Z �O 0 T � ro 4- E 0 c c tv ro to c n- 0 O C9 U) Z rn O v x 0 0 m o C o .3 ca �(n 0 L N to ca O rn U CL an 0 E 70 Z$ c U ro 0 a 0 c� U 0 rn 0 U ro U � Y c ro rn 0 c 0 0 to U Q 0 ar a= � E L_ GENERAL NOTES Albemarle County Engineering Final Plan General Notes Page 1 of 4 ALBEMARLE COUNTY FINAL PLAN GENERAL NOTES General Construction Notes 1. Prior to any construction within any existing public right-of-way, including connection to any existing road, a permit shall be obtained from the Virginia Department of Transportation (VDOT). This plan as drawn maiy not accurately reflect the requirements of the permit. Where any discrepancies occur the irequirements of the permit shall govern. 2. All materials and construction methods shall ce)nform to current specifications and standards of VDOT unless otherwise noted. 3. Erosion and siltation control measures shall be provided in accordance with the approved erosion control plan and shall be installed prior- to any clearing, grading or other construction. 4. AlI slopes and disturbed areas are to be fertilized, seeded and mulched, 5. The maximum allowable slope is 2:1 (horizontal:vertical). Where reasonably obtainable, lesser slopes of 3:1 or better are to be achieved.. 6. Paved, rip -rap or stabilization mat lined ditch may be required when in the opinion of the County Engineer, or designee, it is deemed neciessary 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). 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 CONSTRUCTIION PLANS DOES NOT PRECLUDE THE RIGHT TO REQUIRE ADDITIONAL FACILITIES AS DEEMED NECESSARY. 17. VDOT SHALL HAVE APPROVED THE AGGREGATE BASE CO>URSE(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 AIND 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 Al17.1-03. 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. GENERAL CONSTRUCTION NOTES FOR EROSION AND SEDIMENT CONTROL 1. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE -CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. 2. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS. 3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. 4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. 5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF -SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. 6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. 7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. 8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. 9. THE CONTRACTOR SHALL INSPECT ALL, EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF -PRODUCING EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE: EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. 10. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA. 11. ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH FILL SHALL BE INERT MATERIALS ONLY, FREE OF ROOTS, STUMPS, WOOD, RUBBISH, AND OTHER DEBRIS. 12. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER ZONING ORDINANCE SECTION 5.1.28. 13. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13-301 OF THE CODE OF ALBEMARLE. 14. BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT SHALL BE LIMITED TO THE HOURS OF 7:OOAM TO 9:00PM. 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 10-210-10 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. ROADS LEGEND TRAFFIC STOP BAR CD STORM PIPE & STRUCTURE NO. DROP INLET & STRUCTURE NO. R-1 --200--- - 200 + 240.5 TC 240.5 0 CURB CURB & GUTTER DRY CURB & GUTTER PROPOSED PAVEMENT PAVED DITCH JUTE MESH DITCH CENTERLINE OF DITCH BENCH MARK CLEARING LIMITS VDOT STANDARD STOP SIGN EXISTING CONTOUR PROPOSED CONTOUR EXISTING SPOT ELEVATION PROPOSED SPOT ELEVATION PARKING COUNT SEWER S)--S- EXISTING SANITARY SEWER SQ--SAN-�--O PROPOSED SANITARY SEWER OPROPOSED SANITARY SEWER LABEL WATER EXISTING WATER LINE g• Wy PROPOSED WATER LINE --0 6• Wy PROPOSED VALVE ---! T' V Wy PROPOSED TAPPING SLEEVE �- PROPOSED FIRE HYDRANT (COMPLETE) GRADING TC = TOP OF CURB BC = BACK OF CURB EP = EDGE OF PAVEMENT TW = TOP OF WALL BW = BOTTOM OF WALL TS = TOP OF STAIRS BS = BOTTOM OF STAIRS N/A = NOT APPLICABLE TO THIS PROJECT (� t a U C:RAJG W J. 0`rARSKI .Lie. No. 0402048507 M E 0 0) O N Vi <t o > E W °� E LU LL o U. ❑w O o a J V � W Ln a>oN CAW N� z� 4-J� `-' x �U_ M Lq c � 4O N a� rb J � H V) O C7 ZD H w w_ U Q z O 4 ZD O z O n�.. O ti w O V) W w k-- Z d Z V) CD CD (r)r) O O Z O cz O Q©tip-, W C)� Z v) j (f) <C 0 ❑�rd\�rn DATE 0110612020 DRAWN BY C. GA YNER DESIGNED BY A. ALLISON CHECKED BY C. KOTARSKI SCALE N/A Q H r ~' W Q O U �- UW ~� Ln < W V) LLJ W a I� JOB NO. 40241 SHEET NO. C1.0 2" R CONCRETE BUMPER BLOCK 4" ANCHOR WITH 5/8" REBAR CONIC CURB AND GUTTER CLASS 3A, IMBEDDED 24" IN GROUND 0. HANDICAP SIGN x (f'c=3,000 PSI) CONCRETE HANDICAP SIGN 6" it I --- LOCATI(ON (TYP. _,/LOCATION (VAN) 4 U CRATG W J. YCrrARS Ki > < 7" 2' I I 41 Lic. Niu. 0402048507 EDGE OF X �/X EOP 4 -05-2 /7 /,M / PAVEMENT /\x �> 6" TYPE 21-B AGGREGATE BASE COURSE \�X PIAINTED 18' 18' 46 ANCH OR 41 2% MAX. PER "o v X/ 4" 4 \y N\/ M/ 4" VUOT SPEC. PAINTED STRIPE 4" MIN.. Y/\ RIVER STONE (12" DEPTH) TYPICAL) COMPACTED SUBGRADE 85'_ 1 81 8 8' 4" PVC PERFORATED - - [--6" 6" 2'-0" UNDERDRAIN GEOTEXTILE FABRIC TYPICAL, VAN I CONTINUE 21 B STON E� J,51 b ILL ACCESSIBLE COMPACTED BASE FROM ADJACENT HANDICAP SPACES REGULAR SPACE SUBGRADE PAVEMENT SECTION UNDER CURB E C) 0 DENOTES GRAVEL SECTION ON PLANS DENOTES GRAVEL FILTER STRIP ON PLANS ui C: 0 > E VDOT STANDARD CG-6 CURB & GUTTER e E RAVEL FILTER STRIP DETAIL TYPICAL PARKING SPACE DETAILS ui GRAVEL SECTION No Scale No Scale > GRAVEL Scale T No Scale M 4� U. —0 uwj (a Lu -C 12" MIN _j U 00 4" DIAMETER STEEL NON -SLIP BROOM FINISH _j — , (TYP.) PIPE FILLED WITH 18'PARKING (REFER TO SHEETS C4.00 FOR LOCATION) Lu Ln 1.5"DIA GALV. s) mrj CONCRETE. BOLLARD rl 4 1 RAIL (TYP.) SHALL BE PAINTED "Y11 SURFACE WATER FLOW UJI 20 YELLOW VARIABLE WIDTH' 3: 0 cn x BELGARD AQUA ROC OR MAX. CROSS SLOPE 2% 2'-10" PERMEABLE JOINT 1 0 4 FLUSH CURB APPROVED EQUAL U) X C: ry EXP. (TYP.) 4' OPENING AGGREGATE ............ U Q) I10 005 (BROOM FINISH)—\ -7- > u (f) 7 1 4 Lq N\ 2'- 10" JOINT PAVEMENT FINISHED Ln Lu 0 ti 12" MIN 0 4� U) GRADE -0" DIAMETER cyl (TYP.) 12" 2' 4 4 0 v) TYP CONC. FOOTING PERMEABLE 4" 3,000 PSI AIR -ENTRAINED C) ui 12" MAX. SETTING BED 00 __j U) W W %.D �- AGGREGATE CONCRETE > uj c) u WASH "21BSTONE 4" TYPE 21 B STONE COVER OC/o MPACTED SUBGRADE / N1141 09.75" #57 STONE (MAX.) N U) Lf) 4 ,77 4"21B x\�, / ''T 3.5 X �,'S 0 vi X' EXP. --I (E-) si-, LL)- FINISHED STONE x x GRADE 4 DENOTES CONCRETE SIDEWALK PAVEMENT ON PLANS X� x X/ 0 K0 CONCRETE �x LIJ LLJ X JOINT #3 REBAR (12" O.C.) 4 x NOTE: SIDEWALKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH VIDOT STANDARDS. /8 WASH LD 1 5" # 57 STONE ZD 4 � " f 0 PVC GEOTEXTILE COMPACTED 8" UNDERDRAIN FABRIC (TENAX SUBGRADE SLOPE Lu PIPE MS220B OR TO UNDERDRAIN CONCRETE SIDEWALK PAVEMENT SECTION ce- (.0 U) 1-0 4 1 (2) #5 REBARS, BOTTOM CONTINUOUS, EQUIVALENT) Nale LLI > T 'LAP 2' 2" AT SPLICES LLI 3" T- NOTES: Q) Q) I A Q) C-) u ui 1. FINE BROOM FINISH ALL STAIRS. 130 PERMEABLE PAVERS SECTION LEVEL 1 13"— COMPACTED SUBGRADE 2. RAIL ON BOTH SIDES OF STEPS (IF NOTED) BOLLARD DETAIL C) 3. SEE PLAN FOR RISER HEIGHT No Scale No scale 0 EXPANSION JOINT WITH -i EXTERIOR STAIRS & HANDRAIL fEEMD RESERVED PREMOLDED EXPANSION > No Scale FILLER, "ZIP STRIP" OR DATE FARMING PANG FILLER, SEAL WITH 1/4" SEALANT 0 SILICONE SEALANT NON -SLIP BROOM FINISH 0110612020 R= Y4" CONTROL JOINT SPACED WWF 6x6 W2.9xW2.9 DRAWN BY AT WIDTH OF WALK 2" PENALTY EXPANSION JOINT AT MAX OF 100', 10" 3,000 PSI AIR ENTRAINED PORTLAND C. GA YNER PENALTY �j 3100 WITH PREMOLDED EXPANSION FILLER CEMENT CONCRETE $5W RE $1W - W RE '4 DESIGNED BY TOW AWAY Zow., -TOW ZONE•• 6" TYPE 21A STONE COVER VAN A. ALLISON 6' ABOVE ACCESS13LE 6' ABOVE COMPACTED SUBGRADE (CBR 11.2) CHECKED BY FINISHED FINISHED CONC.WALK GRADE GRADE C, KOTARSKI SPACES SHALL BE IDENTIFIED BY ABOVE GRADE SIGNS AS RESERVED FOR PHYSICALLY DISABLED PERSONS. PROVIDE ONE (1) R-7-8 SIGN AT EACH PARKING SCALE SPACE INDICATED ON SITE PLAN. SIGN SHALL BE ALUMINUM (PAINTED WHITE) e4 DENOTES CONCRETE SERVICE AREA PAVEMENT ON PLANS WITH GREEN LETTERS AND INTERNATIONAL WHEELCHAIR SYMBOL. SIGN SHALL 4� 4 BE PLACED ON STEEL POST 1-1/2" 0 PAINTED BLACK SET IN MIN. 2' OF CONCRETE. 55 VA. SIGN FOR THE DISABLED ON 0.80 GAUGE ALUMINUM. COLORS: GREEN BORDER& x LEGEND, BLUE SYMBOL FOR ACCESSIBILITY, COMPACTED SUBGRADE 4" 21-B STONE WHITE BACKGROUND. HEAVY DUTY CONCRETE SECTION No Scale PARKING SIGNS FOR THE DISABLED CONCRETE SIDEWALK JOINT DETAIL No Scale Ic No Scale 7-1/2" -C 6' LENGTH 9 .z 0.5'FROM EP 611 .2.0" ASPHALTIC CONCRETE SURFACE 7 COURSE - SM-9.5A 4 61, ANCHOR WITH REBAR 4 41 3.0" INTERMEDIATE BASE COURSE - BM25.0 EP IMBEDDED 24" IN GROUND; 2 PER WHEEL STOP 58" TYPE 21-B AGGREGATE SUBBASE COURSE —' ry ry TC COMPACTED SUBGRADE CURB TRANSITION DETAIL 4 PRECAST CONCRETE WHEEL STOP Ln N No Scale o Scale DENOTES HEAVY DUTY ASPHALT PAVEMENT ON PLANS SIGNAGE NOTES: < (D 1. ALL SIGNING AND PAVEMENT MARKING SHALL BE IN ACCORDANCE WITH > uj KIV PAVER SPECIFICATIUVI$ SIZE: 32.32*. V WEIGHT'. UNFILLED STRENGTH! 4624 00 23,3PS1 RESIN: HOPFJPP COFICLYMtiR COLOR: BLACK THE MOST CURRENT EDITION IIJIN OF EACH OF1 r1r- FOLLOWINGANDA REVISION THERE TO: A. MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. B. THE VIRGINIA SUPPLEMENT TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. C. THE VIRGINIA DEPARTMENT OF TRANSPORTATION ROAD AND BRIDGE < 0 USPECIFICATIONS. H EAVY DUTY ASPHALT PAVEMENT SECTION No Scale D. THE 2000 INTERNATIONAL FIRE CODE. u W-j I f) 2. SIGN LOCATIONS ARE APPROXIMATE AND ARE TO BE MODIFIED IN THE FIELD TO AVOID CONFLICT WITH UNDERGROUND UTILITIES OR OTHER u8R - CALIFORNIA 81LATIMG RATIO REFER TO DOMINION POWER URBATIGREEN PLASTIC PAVFR CONSTRUCTIONS, AND TO COMPLY WITH STANDARDS REFERENCED IN 30" MIN COVER DESIGN STANDARDS FOR NOTE 1 ABOVE. -ro m AKIL/ AND PRE CAST COMAS TABLE 1: TYPICAL SUB -BASE (D) THICKNESS REQUIREMENTS W/ GEOGRID 'CBR STRENGTH OF (D) SUB -BASE THICKNESS (IN.) (SEE GEOGRID APPLICATION/LOAD SUBGRADE SOIL NOTE 31 ------ (SEE NOTE 1) 4 --- — --- - -- 5 rA5 FIRE TRUCK AND 7 TX6 OCCASIONALHEAVY 11112 Tx? VEHICLE ACCESS 2� 1-2 TXT 5 TX5 LIGHT VEhICLE 4-6 6 TXS ACCESS AND SPILLOVER CAR 24 0110 TXf PARKINQ 1.4 14tl 6 TX7 2.0" BITUMINOUS CONCRETE SURFACE COURSE - SM-9.5A m < W8" TYPE 21 B AGGREGATE BASE COURSE Lu co < 0 FROM FINAL GRADE MANHOLE TYPICAL BACKFILL 3. ALL SIGNS AND PAVEMENT MARKINGS ARE TO BE FURNISHED AND COMPACTED SUBGRADE IN \/ INSTALLED BY THE CONTRACTOR. ALL SIGNS TO BE FURNISHED AND INSTALLED WITH STANDARD U POST GALVANIZED BY THE CONTRACTOR. itiw� k 1:1 161 1; 1!15 v v V., DENOTES LIGHT DUTY ASPHALT PAVEMENT ON PLANS F2 _ �\ / /' \\ 3., 'A WHITE LINE 24' SOLID W (TYP.) o \ / // / PLAN CV GENEP-.4L '40 -6 ADe SOILS T-_ -BASS LAYER IH1CK3ESSMU8f BE WCRBA�5D BY 50%.IF 5115GII 0CN 93 1, ITZIM.EOORID 13 OMITTED, IHB[4 THE TOTAL SUB cOMMENDED AND SHOULD ARE IMPE%%1EASUE AND NO GEOGRID IS USED, A JOrILWOVE14 GEOTEXTILEW1 RECYCLED COYITENT 15 RE T OP HAVE LOCO PERMEABILITY P340 POROSITY (6B-70 PCHES PER SQUARE INCHL (7) X/ IF A{ UNDERDRAIN IS REQUIRED USE 44NCH DJA',YETER PERFORATED PIPE LAID At MINIMUM GRADIENT 1:100, BEDDED ON GRAVEL IN / /—m FABRIC ADITIGtOASUITABLE a kSSRURFACE TRENCH aACKFIL1.ED"ITH'O0TTfPE A'DRAINAG4 DRAINAGE -STONE, COVERED AWOVEN GFCYTEXTILE FAB LE 0 S. EDGE E VYIDER CC3CRETE CURB REASNiA,'REQUIREADDITICtIALE)RIl�ISAT 16.5FT-33FT. GEWERS. DRAINArE DESIGN BY SPECIFIER BASED W1 SPECIFIC GROUND 91 'CELLP,FILLED'�AH1 FREE DRAINING 0 [FALL OR BIOREtENTION AREA. DRAINS PLAC11D DOWN CEN YEA OR ONE EDGE OF ACCESS ROU�rS UPTO 16.5 FT. VITO - 'a GENERIC COMAS DUCTBANK W/ (2) W 1IG MECIUM SAND. AU LIGHT DUTY ASPHALT PAVEMENT SECTION (1) 12' 1:� 4" SCH. 40 PVC CONDUITS SHOWN. COqQAjO ON SITE. EL UATERIAL FROM LOCAL SOURC"GDMMOqLYUsEDIp1 THE PREPARATION OF A ROAD BASE MID (V 0 S08BASE SHOULD BEA SMOY OR" STD. No Scale CONC. ENCASEMENT SHALL BE SUBBASE GRAVE AGGREGATE TOSF-yINCH MIUUS CRUSHEDROCK WITH HOMORETHAY13A PASSING THEM SIEVE- (VARIES) MATERIAL SHOULD BE NEARLY NEUTRAL V1 PH. Ir 52 R1-1 3,000 PSI MIN, THREE INCH --i I F 4. URUANGREMPAVER. 6 x URBAHOREEN PLASTIC PAVER ENVELOPE OF CONIC. U) INSTALLATION NOTE `,x INSTALL SUBBASE COURSE MA IFRIAL OVER PREPARED SUBGRADE to ELEVATIONS AND DEPTHS SHOWN ON PLAN. INSTALL MATERIAL III STOP BAR DETAIL TOP OF CURB SURROUNDING. REFER TO A T�l�-CONTRArTLIRWV�LLCOAiME�lC�E THE WORKAFTEREATIRE SUBGRAUE HAS BEErIFINE GRADED AND COMPACTED TO SPECIFIED X ,� -, 0 TOLERANCE. STOP SIGNS TO BE 30" WITH DOMINION POWER DESIGN ED PROCTOR DENSITY. HIGH INTENSITY SHEETING NO SCALE LIFTS THAT 00 NOT EXCEED4 INCHES, COMPACTING MH LIFT To 95%MODIN / F COONECTORSPR[OVIDED TO MAINTAIII PROPER SPACING At4f) TO INTERLOCK THE PAVERS PREPARED SUBBASE US SURFACE C. 0 -;44 STANDARDS. (TYP.) �711 T I D. PAVER PATMLS TO SE ITISTALLED WITH THE LARGER CLOVER OPENING FACING DCYWH� PAVER MATERIAL SHOULD BE C VERED IF \X\ EXPOSED TO SUN AND OUTSIDE ELEMEtITS FOR MORE THA"'30 DAYS. z I/ \' —E I I I I L E, I i 1 =--7 71 111 ff I I I. —__- I I I E. PAVE AS CAN BE CUTUSING A HAND OR POWER SAW TO FIT AROUND 088 TRUCTIONS AIID CON TOURS- PIECES Y*`41CH ARE LES S r RAN < HALF THE ORIGINAL SVE SHOULD NOT BE USED. F. FILL PAVERS I E SPECIFIED SkIDFILL MATERIAL SHALL BE INSTALLED TO THE TOP OF THE PAVER AND 90 HIGHER THAN 1144t4C BASE AND TO SETTLETHE ROO1FZ(PIE IN5ILL. Z:�'i i 1E 1 ABOVE THE 70P OFT THE PAVER. 044- THE FILL MATERIAL IS INSTALLED USE A LIGHT VIORAT14G PLATE TO CONSOLIDATE THE PAVERS 1EEMEE01—=1 --I [=Il- 1E-1 11:731 E9 E, 1 1HI I G. SOLID WHITE LINE X)/ 0 > CARRY OUT GOD PLAcrMrY4T OR SEEDING. FERTILIZING ANOWATERING Pr(Ca".4. A VERY LIGHT TOP ORES8"G MAY BB APPLIED TO X/ EI I F- 1USTC9v A THE BEEDANDTOPROVIPE ADEQUATE GERVVINTION C01011100% 12" PREFERABLE TO ALLOW H —%Z—%Z .. .... IT Is THE GRASSTC, FULLY ESTABUSHPRIORTGVFHICLE TRAFFIC. C� z z 0 z 0 x 0 x x z z z 0 z x X/ IIf — PREPARED SUDGRADE , ILI I —F TECK WNPLASTIC SECTION 04owuno URBANGREEN so"*Ns GRASS INSTALLATIONPAVERSd VDOT A-3 CONCRETE REFER TO DOMINION POWER 61 STANDARD DETAIL 0 SUBBASES DESIGN STANDARDS FOR THIS DETAIL IS IlqlaEIED FOR GE14ERAU USE AND R-Ei�ERENCE ONLY, AND 15 NOT SITE SPECIFIC. W,0438,622 pl,V.5-AW j— < DUCTBANK AND COMMS MANHOLE JOB NO. a. TYPICAL BEDDING 9 z CONTINUE 21 B STONE BASE 2' 2' FROM ADJACENT PAVEMENT 40241 DENOTES REINFORCED TURF ON PLANS (TYP.)—'- (TYP.) SECTION UNDER CURB SHEET NO. C1.1 C\1 STRIPING AND SIGNAGE DETAIL I IFLUSH CURB C) REINFORCED TURF V11— 00(10--' TYPICAL (2) SCH. 40 PVC DUCT BANK SECTION DETAIL N� Scale No Scale N in No Scale o Scale 3 a- U 0 z 0 0 t5 a) L 0 D Cn 0- > X W O 0 Q. X :3 U) (1) 0 0 O =3 0 CU -0 -0 -0 TO 0 0 U) U) 0 ,v -0 cu U) 0 L) I FRAME & COVER (SEE FIG. S-I-D,E) sr�p rN. N N 1/4u 14„ (3) VARIABLE SUMP DEPTH \ Vie„ R ACCORDING TO PLANS (4) VARIOUS TYPES OF INLET & OUTLET ADAPTERS (6" MIN. ON 8" - UF24"AC " MIN. ON 30" AVAILABLE: 4" - 30" FOR CORRUGATED HDPE 4" MIN ON 8" - 24" BASED ON MANUFACTURING REQ.) TYPICAL SECTION 6" MIN ON 30" (DIMENSIONS MAY VARY WITH (ADS N-12/11ANCOR DUAL WALL, ADSiHANCOR - MANUFACTURER'S DESIGN) SINGLE WALL), N-12 HP, PVC SEWER (EX: SDR 35), PVC DWV (EX: SCH 40), PVC C9001C905, CORRUGATED & RIBBED PVC WATERTIGHT JOINT G THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER (CORRUGATED HDPE SHOWN) J ��• GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I, - 8" - 30" CLASS II, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. 1 - 8'- 30" DOME GRATES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70,%05, 2 - 8" & 10' DOME GRATES FIT ONTO THE DRAIN BASINS WITH THE USE OF A PVC BODY TOP. SEE DRAWING NO.7001-110-1345. 3 - DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY EBC MATERIAL 3130VERONAAVE DETAILS. RISERS ARE NEEDED FOR BASINS OVER &4" DUE TO SHIPPING NYLOPLAST HAS PROPRIETARY RIGHTS, THE RECEIPT BUFORD, GA 30518 OR POSSESSION OF THIS PRINT DOES NOT CONFER DATE 03.25.10 PHN (770) 932.2443 .,,.. STREET SURFACE OR NON -PAVED AREA SLOPED AREA 1'-0" MAX 2'-0" 3 RUBBER COATED STEEL STEPS CAST IN PLACE 3'-0" MIN PRECAST REINFORCED ° CONCRETE SECTIONS 12•" MIN "0" RING SEALS 4 1�AX MINIMUM ELEVATION ° DIFFERENCE ACROSS M.H. 5" 4'-0" 5' FROM INLET TO OUTLET SHALL BE 0.20 FIBE DEPTH OF FLOW CVARIESCHANNEL TO BE F3/4 DIAMETER OF CONTRIBUTING=-y=-- SEWER. A FILLETED INVERT FOR ° 812" TRANSITION OF FLOW BINLET & OUTLET PIPE S 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-I-A TD-25 ST-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) CORROSION RESISTANT MATERIAL # 4 REINFORCING ROD CAL SECTION IS-1 Wff Q 12" � \ G 3000 PSI CONC. BASE BENCH SLOPED TO FLOW CHANNEL 1 /4" V MIN "rd 2" BRANCH FLEXIBLE CONNECTION -/ NOTE: WITH STAINLESS STEEL ALL CONNECTIONS TO BAND EXISTING MANHOLES SHALL BE CORED AND A FLEXIBLE w _j CONNECTION BOOT " o INSTALLED TYPICAL MANHOLE PLAN SHOWING BRANCH TIE - IN `; •" NOTES ° STEPS WILL BE REQUIRED IN ALL STRUCTURES WITH A DEPTH OF :• '' 4'-0" OR GREATER UNLESS OTHERWISE NOTED ON THE PLANS. • ' 4/2 ALL STEPS SHALL PROTRUDE 4%2" FROM INSIDE FACE OF 44 `D STRUCTURE WALL. ° . • •, "a • •, a TRANSITION BETWEEN MAXIMUM STEP SPACING TO BE 16" C-C. PIPE DIAMETERS WHEN t • i•7,, ' DIFFERENT SIZES ENCOUNTERED. STEPS SHAD WITHSTAND A MINIMUM FORCE OF 300 POUNDS WHEN EXTENDED 4/2" FROM THE FACE OF THE SUPPORT. STEPS ARE TO BE VERTICALLY ALIGNED AND UNIFORMALY SPACED Y SHAPE TO CONTOUR OF PIPE - NTS FIG. S-1-B TD-27 • r SHAPE TO ELEVATION OF MID -POINT OF LARGEST PIPE. I I I SLOPE TO DRAIN TO INVERT OF OUTLET PIPE SECTION A -A METHOD OF TREATMENT IN DROP INLETS FOR THE ENTIRE DEPTH OF AN STRUCTURE. ti ° 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 ° )IF MINIMUM OF 3" EMBEDMENT STEPS DIFFERING IN DIMENSIONS, CONFIGURATION OR MATERIALS THIS DRAWING IS TO APPLY TO THOSE STRUCTURES SPECIFIED ON PLANS OR WHERE INVERT OF PIPE IS ABOVE INVERT OF , , SLOPE TO DRAIN TO INVERT OF FROM THOSE SHOWN MAY ALSO BE USED PROVIDED THEY MEET 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 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 C11 EXCEPT THAT 25X OF COARSE AGGREGATE MAY BE UP TO 4' IN DIAMETER AND CONSIST OF STONE, BROKEN BRICK, OR DIMPLED SURFACES. BROKEN CONCRETE OR BROKEN CONCRETE BLOCK, THE SURFACE SHALL BE LEFT SMOOTH BY MEANS OF HAND TROWELLING. NONE ALUMINUM STEPS SHALL BE FABRICATED IN ACCORDANCE WITH OF THE COARSE AGGREGATE SHALL REMAIN EXPOSED. Q , ` ASTM 8221, &LOY 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 BITUMIMOUS, 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 ALUMINUM STEP PLAN METHOD OF TREATMENT IN MANHOLES RESTRICTIONS. SEE DRAWING N0, 7001-110-065. 4 - DRAINAGE CONNECTION STUB JOINT TIGHTNESS SMALL CONFORM TO TRANSFER, OR LICENSE THE USE OF THE DESIGN OR TECHNICAL INFORMATION SHOWN HEREIN r� { FAX (770) 932.200 yl� i,.a� l www.nyloplast-US.COM SPECIFICATION REFERENCE •'',VDOT ry- XVDO 1 STANDARD METHOD OF S H APING SPECIFICATION REFERENCE REVISED BY NMH PROJECT NOJNAME ASTM D3212 FOR CORRUGATED HDPE (ADS N-12IHANCOR DUAL WALL), REPRODUCTION OF THIS PRINT OR ANY INFO'�RMATIOM! STANDARD STEP ROAD AND BRIDGE STANDARDS ROAD AND BRIDGE STANDARDS TITLE N•12 HP, &PVC SEWER (4"-24°). 5 - ADAPTERS CAN BE MOUNTED ON ANY ANGLE O' TO360'. TO DETERMINE CONTAINED HEREIN, OR MANUFACTURE OF ANY DATE 03A1.16 DRAW BASIN WITH DOME GRATE MANHOLE & INLET INVERTS REVISION DATE SHEET 1 OF 1 SHEET 1 OF 1 REVISION DATE MINIMUM ANGLE BETWEEN ADAPTERS SE DRAWING NO.7001-110-012. ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS QUICK SPEC INSTALLATION DETAIL VIRGINIA DEPARTMENT OF TRANSPORTATION 302 DWG SIZE A SCALE 1:40 SHEET 1 OF 1 DWG N0. 7001-110 397 REV D 106.09 106.08 6 - 8'- 30" DOME GRATES HAVE NO LOAD RATING. IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN PERMISSION FROM NYLOPLAST. �aa:a VIRGINIA DEPARTMENT OF TRANSPORTATION HALF PLAN VIEW MH-1 DI-3A, 38, 3C EXPANSION KEYED B-1, B-2 - 1 4 -8"r (2 x WALL THICKNESS) FOR DETAILS OF INLET JOINT CONST, BARS D f APPROACH EXPANSION JOINT 3'-10" FRAME & COVER BACK OF SIDEWALK JOINT '"' {GUTTER SEE STANDARD IC-2 SEE STANDARAD SL-1 FOR APPLICABILITY OF SAFETY SLABS. B STANDARD MH-1 NOTE FRAME &COVER THE TOP OF MASONRY IS TO BE LEFT SUFFICIENTLY LOW TO PERMIT PROPER ADJUSTMENT OF COVER AND FRAME TO GRADE BY THE USE OF MORTAR OR - BRICK AS DIRECTED BY THE ENGINEER. i� FLAT SLAB TOP AS DETAILED ON STANDARD T-MH-2 MAY BY SUBSTITUTED FOR TAPERED SECTION WHEN APPROVED BY THE ENGINEER. 7YA 45, REMAINING BACKFILL SHALL N07 CONTAIN ROCK MATERIAL 36"MIN LARGER THAN 5" IN ANY DIMENSION 24"MI IINTIAL BACKFILL* 8"MIN (6" LIFTS) EMBEDMENT * THOROUGHLY COMPACTED SPRING LINE BY HAND OR APPROVED OF PIPE Q MECHANICAL TAMPER HAUNCHING NYLOPLAST DRAIN BASIN WITH STANDARD GRATE N0. 68 STONE - - BEDDING 6" max 4" m i n FOUNDATION (SHALL BE (1, 2) INTEGRATED DUCTILE IRON REQUIRED WHEN SOIL FRAME & GRATE TO MATCH BASIN O.D. \ CONDITIONS ARE UNSTABLE 18" MIN WIDTH GUIDELINE ) � -2 / ----- 8" MIN THICKNESS GUIDELINE MINIMUM PIPE BURIAL NOTE DEPTH PER PIPE �\ (3) VARIABLEINVERT HEIGHTS MANUFACTURER 1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE AVAILABLE (ACCORDING TO RECOMMENDATION BACKFILLED ENTIRELY WITH NO, 21A STONE. PLANSfTAKEOFF) (MIN. MANUFACTURING (5)ADAPTER (6,7) TRAFFIC LOADS: CONCRETE SLAB DIMENSIONS ARE FOR 2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED REQ. SAME AS MIN. SUMP) ANGLES \ GUIDELINE PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST BE VARIABLEO`-360' DESIGNED TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS, AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68 ACCORDINGTO TRAFFIC LOADING, & OTHER APPLICABLE DESIGN FACTORS. STONE SHALL BE PROVIDED PLANS SEE DRAWING NO.7001-110-111 FOR NON TRAFFIC INSTALLATION. 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF NO. 68 STONE -1 ----- _ /1 _-------- __ (3) VARIABLE SUMP DEPTH ACCORDING TO PLANS (6" MIN. ON 8'- 24",10" MIN. ON 30' (4) VARIOUS TYPES OF INLET & OUTLET ADAPTERS 4" MIN ON 8" - 24" BASED ON MANUFACTURING REQ.) AVAILABLE: 4"- 30' FOR CORRUGATED HOPE (ADS N-121HANCOR DUAL WALL, ADSHANCOR 6"MIN ON 30" TYPICAL SEWER PIPE SINGLE WALL), N-12 HP. PVC SEWER (EX: SDR 35), PVC DWV (EX: SCH 40), PVC C9001C905, CORRUGATED & RIBBED PVC INSTALLATION IN TRENCH WATERTIGHT JOINT THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER (CORRUGATED HDPE SHOWN) GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I, CLASS II, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321. N TS BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE FIG. S- 3 PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. TD- 34 1 - 8'- 30" STANDARD GRATES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05. 2 - 12"- 30" FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 705M5. 8" & 10" STANDARD GRATES FIT DIRECTLY ONTO DRAIN BASINS WITH THE USE OF A PVC BODY TOP. SEE DRAWING NO, 7001-110-045, 3 - DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS. RISERS ARE NEEDED FOR BASINS OVER 64' DUE TO SHIPPING RESTRICTIONS. SEE DRAWING NO.7001-110-066. THIS PRINT DISCLOSES SUBJECT MATTER IN "VIHICH DRAWN BY EBC MATERIAL 3130 VERONA AVE 4 - DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT BUFORD, GA 30518 PH 770 932.2443 T' HOPE N92.HAN ROUALW L N ASTM 03292 FOR CORRUGATED D E (ADS GO WALL), OR POSSESSION Of THIS PRINT DOES NOT CONFER, DATE 1.23.06 I ) N-12 HP, & PVC SEWER (4" - 24"). TRANSFER, OR LICENSE THE USE OF THE DESIGN OR Nyl� l��t FAX (770) 932.2490 5 • ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0' TO360'. TO DETERMINE TECHNICAL INFORMATION SHOWN HEREIN REVISED BY NMH PROJECT NOJNAME ✓✓ www.nyloplast•us.com MINIMUM ANGLE BETWEEN ADAPTERS SEE DRAWING NO.7001.110.012. REPRODUCTION OF THIS PRINT OR ANY INFORMATION TITLE 6 - 12'-30"STANDARD GRATES SHALL NEETH-20 LOAD RATING. CONTAINED HEREIN, OR MANUFACTURE OF ANY DATE 03.11-16 DRAIN BASIN WITH STANDARD GRATE ak• NO. 6 GALVANIZED STEEL STEP 7 - 8" & 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. a m,i 11 iasT DWG SIZE A SCALE 1:40 SHEET 1 OF 1 DWG NO. 7001.110.144 REV H a• ,1I2 NYLOPLAST DRAIN BASIN WITH DOME GRATE (1, 2) INTEGRATED DUCTILE IRON GRATE TO MATCH BASIN O.D _ I al #11 MINIMUM PIPE BURIAL DEPTH PER PIPE (5) ADAPTER ANGLES VARIABLE MANUFACTURER (3) VARIABLE INVERT HEIGHTS RECOMMENDATION AVAILABLE (ACCORDING TO (MIN. MANUFACTURING /� 0° - 360° ACCORDING TO PLANS / PLANSITAKE OFF) REQ. SAME AS MIN. SUMP) BAR G WARPED STEPS (AS REQ'D.) BARS G 4" 2" Lu �� GUTTER WEEPS HOLE (AS REQ'D.) WEEP HOLE (AS REQ'DJ BARS C 6"6"6" ° BAR C 1 ^ SUBBASE 60 _ T' (� 11 BARS B 2' _ _ HARDWARE I a^ ARS F ) I I I n. 0 __ ocn I y�i I � z z_ 11 BARS -FA WEEP HOLE. W 2 D O to 0D 1 ) I = o O w p I SEE NOTE 8 I I LIM w _ N f _ 4 F 0 �I � = > 1n I 7 J. STEPS (A5 REQ'D.) 1 -Z-'� " > x �� 8" M W I LL STEPS. SE I MMM ALTERNATE JOINT BAR F BAR A ,. •.,.. NOTE 5 ° DETAIL v II II BARS D FACE OF CURB g,. 2,_B„ Ig a; .e. ,..' CR CK CONTROL JOINT GUTTER CRACK CONTROL JOINT t= 2'-0" ° IXI D IXI IXI D IXI 6' MIN. PLAN SECTION A -A 3, -,-4 �T T-�- 3',r�- MAX. ' MIN. 10'10' MAX. 6" x 6" - W5.5 x W5.5 WELDED A KEYED CONST. JOINT L VARIABLE MAX, 20' i B-1 WIRE FABRIC OR EQUIVALENT AREA WARPED z'-°a" 2 6„ �B $„ 3 °, 2 -10„ 2„ APPROACH MONOLITHIC 7 2 <`4 BARS A GUTTER r4 FOOTING ° 4. ,� } _ _ <T N HALF SECTION A -A I )--------------- - - - --- --`=' .7,. ° (WITH FRAME AND COVER REMOVED) B S G _ _ _ _ I b 0 a IE D + 8" + 2X _I BRICK CONCRETE i BARS F BARS E L� g N60 I *3" DIAMETER BARS E WEEP HOLE FRONT ELEVATION BARS F BARS B DOGHOUSE WITH FOOTING NOTES - - - - - - (GUTTER REMOVED) 11/4'. 3'-0" NOTES 1. QUANTITIES SHOWN ARE FOR MANHOLE WITHOUT PIPES. THE AMOUNT DISPLACED 5X1/4" BENT PLATE = SECTION B-B BY PIPES MUST BE DEDUCTED TO 8^ 8" i. 1. SEE GENERAL NOTES FOR ADDITIONAL INFORMATION ON WEEP HOLES, STEP REQUIREMENTS, OBTAIN TRUE QUANTITIES. a "H" (LIN, FT. FOR MANHOLES) DIMENSIONS, ETC. 2. A BASE THICKNESS OF 9" WAS USED IN 1/4:, R 2. ALL BASE UNITS ARE TO BE IN ACCORDANCE WITH THE REQUIREMENTS OF AASHTO M199. COMPUTING CONCRETE QUANTITIES. T`fPE A NOSE ETAIL SHALL BE USED WITH CG-3 & CG-7 STANDARDS. S" L21 X21 X1 " d >. /2 /2 /4 3. CONCRETE SHALL BE 4000 PSI. 3.INCREMENTS TO BE ADDED FOR EACH TYPE B NOSE DETAIL SHALL BE USED WITH CG-2 & CG-6 STANDARDS. GALVANIZEDADDITIONAL FOOT OF DEPTH. TYPE A TYPE B 1/2" X 4" STUD SHEAR CONNECTOR WELDED 4. WHERE OPENINGS ARE REQUIRED FOR PIPE, THEY SHALL BE FORMED, DRILLED, OR NEATLY CUT GALVANIZED PLATE FOR TYPE A TO BE BENT ON AN ANGLE OF 68°30' TO ANGLE IRON AT T GC. AS APPROVED BY THE ENGINEER. THE CONTRACTOR SHALL FURNISH THE FABRICATOR WITH 4. MATERIALS MAY BE BRICK, CONCRETE OR CONNECTORS AND IS TO BE ANCHORED WITH 1/2" X 4" STUD SHEAR THE ANGLES BETWEEN CENTER LINES. THE INVERT ELEVATIONS, AND THE SIZE OF ALL PIPES TO APPROVED CONCRETE MANHOLE BLOCK. WELDED TO BENT PLATE AT 2' c c. NOSE DETAILS 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. 5. IF BLOCKS ARE USED THE MINIMUM APPR. PAVEMENT THICKNESS OF SAME IS TO BE 5" 5 DIMENSIONS SHOWN ARE MINIMUM ACTUAL DIMENSIONS MAY VARY WITH MANUFACTURER DIMENSIONS D X MINIMUM Y MINIMUM SUGGESTED MAX. PIPE SIZE ABSOLUTE MAXIMUM } 36„ 4„ W. 18" 21" 48" 5 „ 6„ 24 „ 27 60" 5" 8" 36" 42" 72" 6" 8" 48, 54„ 84" 7" 8" 60" 66" 96.. 8" 8" OTHER THICKNESSES ARE TO CONFORM 0I-3A L DI-36 L DI-3C L WARPED PAVEMENT TO WALL THICKNESS SHOWN FOR 6. "D" IS NOMINAL DIAMETER. CONCRETE. a * DEPTH "H" OF 36" DIAMETER BASE UNIT RESTRICTED 6. ALL CONCRETE TO 8E CLASS A3. 7. IN THE EVENT THE INVERT OF THE OUTFALL PIPE IS HIGHER THAN THE BOTTOM OF THE STRUCTURE, TO 4'-0" MAXIMUM. e,•o a THE INVERT OF THE STRUCTURE SHALL BE SHAPED WITH CEMENT MORTAR TO PREVENT STANDING J OR PONDING OF WATER IN THE STRUCTURE.ONE THROUGH PIPE ONLY. (ONE PIPE ENTERING AND 7.WHEN SPECIFIED ON PLANS THE x x FLOW = ONE PIPE EXITING STRUCTURE) FLOW FLOW • r °" 8. TONGUE AND GROOVE JOINT ARE TO BE OF FABRICATOR'S DESIGN MEETING VDOT APPROVAL. INVERT i5 TO BE SHAPED IN I I I ACCORDANCE WITH STANDARD IS-1.0 JOINTS ARE TO BE SEALED WITH MORTAR,O-RING GASKETS, OR BUTYL RUBBER. THE COST OF FURNISHING AND PLACING J 11 J DETAIL WHEN USED ALL MATERIALS SHAPING IS TO BEIIINCLU EDOINTHE THE BID FOR USE ON GRADES ADJACENT TO CURB PRICE FOR THE STRUCTURE. FOR USE IN SAGS WITHOUT GUTTER BOTH SIDES TO BE SYMMETRICAL SPECIFICATION XVDOT XVDOT CURB p(� SPECIFICATION 1�/MT SPECIFICATION REFERENCE MANHOLE FOR 12" -' 4 8" PIPE CULVERTS ROAD AND BRIDGE STANDARDS ROAD AND BRIDGE STANDARDS STANDARD U R B DROP P INLET REFERENCE ROAD AND BRIDGE STANDARDS STANDARD PRECAST BASE UNITS REFERENCE REVISION DATE SHEET 1 OF 5 SHEET I OF 2 REVISION DATE 12" - 30" PIPE* MAXIMUM DEPTH (H) • 8' 233 SHEET 1 OF 1 REVISION DATE 105 302 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 106.01 104.09 OS/10 VIRGINIA DEPARTMENT OF TRANSPORTATION 10311 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 1.4 0.785 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 T903 16 3.4 0,970 5.265 17 1 4.0 1.173 6.032 INCREMENT 0.45 - 0.582 F4 1 FOR ALL BENDS SECTION 1-1 WIDEN TRENCH" ACCOMMODATE ANCHOR IF REQUIRED. 4G AS RED FOR TEE OR WYE FITTINGS SECTION 2-2 45° max 1 1 L 1 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 2.00 2.25 2.60 0.15 2.00 2.25 2.50 0.15 22 1 /2 1.50 2.00 2.52 0.10 11 1 /4 1.50 2.00 2.50 0.10 90 3.66 3.16 3.21 0.48 8 r 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 2.16 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 WATER PLACE 5' GALVANIZED " WITNESS " POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS o AS DIRECTED. MARKER LOCATION MAY BE SUBJECT d TO HIGHWAY DEPARTMENT APPROVAL. FINISHED GRADE �i���i `----�' • � : • to M.J. GATE VALVE LINE 2500 P.S.I. CONCRETE �' a 2'x 2' BEARING AREA THRUST BLOCK a a a a a NOTE: IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. GATE VALVE (TYP No Scale EXIST GRADMETAL INSPECTION FRAME W/ SOLID LID (NEENAH R-1975 OR EQUIVALENT) 3" CONCRETE COLLAR _ . CRUSHED STONE BEDDING 6" DI CLEANOUT PL UG AT END OF LINE CLEANOUT DETAIL No Scale .17 .r ow 0�'5 1 Yea U CRAIGW J. a9FARSKI Lic• No. 0402048507 M E 0 O N N V) C > E 6E w ~ V 0) 3 Q W 3:LL o O 0Y = M J U 00 wJ--Ln > C:)N V) N 171) z_ F 4 Z 3: D � xLL �� � �- Z 0 _ (_n= N d cu =V QkD Ln (U o O (f) W 00 J � l'- w w �� w wo�Z) Z Z) v) (j) �OO�YC� vi Q LL 0 �W Ct O \ Q. Q LIJ � Q W uj �: CO C4 H Qi cn cn w > U W N � \ \ Q ��� o z "y d rn C) U) > DATE � O 0110612020 DRAWN BY C. GAYNER DESIGNED BY A. ALLISON CHECKED BY C. KOTARSKI SCALE Q rn v' H ~ W O U W � W m O W 0 c Z3 N U C U N Y v N O -t co O L JOB NO. 40241 SHEET NO. C1.2 c: 0 .(n CD 0) 0 -a 0 f I.., f 0, A 11 " 1�1 - 1% , . . , I i - _ - I . 1.1, 1 1 �, I i t / / o. ; , 1 D51 2, f BUIL VG fc D/i 'N v J W' N q CONC, DUCT N K % _zk" ./v SHEETS C4 4. C4.5 4w BA 2 N, C� & "4.61FOR DETAILS "N\ Y r 41_.L� A, R0*,FF 0- R rr �gy T! F S Z� IN 'Ov/ 1K % 7 (p ltjj&�, I _ _", -1 11 1 ;, I I - , ", " / , : k TO DING dw y _k, /0- ES N r I, J 7 AP S L 0.�)Es J , A \`e_\ 4�- P � 1 11 v y 1v 9 _J, z �4 V, APPR(,,X LOCATJ, _LAX___ B ON V EA SE)"OEN F V A 6 REFER TO PLAN TITLED "KESWICK HALL ADDITIONS AND J" I 'R*_ IN, OX PG, 607 - 'k," ROC f 7-0P;%jL' DB, 8,54, k -V W N, 1,4 SITE IMPROVEMENTS" SDP-2018-016, WP0201800020 & RR it, 'X' IL 47 WP0201800078 FOR DESIGN INFORMATION. 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CONTRACTOR SHALL VERTICALLY RELOCATE � I ', " ,,,,,-,-- - , EF_-.,�U_ 'AP ,,,�, il I'll " - � ,_o,]A_'_, ,,, -1. ,,��',, \ \ " BENDS " , ...... -, I L \% " ,�,, - , , '111,11- I . 4 1A , \ " � :,:,�: .. . ..... � -N I I - 11 , , � , "", " I � ,,,, \1 /' ` ' FTANSP>,�::,- . , � >, �,' 7, , , ,?,;" " '', , , L , , \� EXISTING UNDERGROUND UTILITY LINES AS 1, " , ,,, ,'J, - � I 11- _ �, �y', I 11, "', " i kk I '� \ "It-, _ , " , , , . r . -, , , , ,,� " I W�:, I \ ),j . * .1 / 11" l< , � �'N.. .1 " __ '�"/ , 'N y', A' � \1 , REQUIRED PER GRADING PLAN ON SHEET C5.0. 3 FT I I � , - I , - - � I � I � , " ,� ��, 1. ,� " y"",- ".1"'?-1,�), , /'�,/ , � >/^, '��.',X_ - I � - , �, ,_ I 1, r � ,." I I , f\ , /,-,`-�",.----, -- I ,� ,�,-��,��I!n.::�', 1. ��_�__, � � \ \ `�O.n, 'gly � OF COVER SHALL BE MAINTAINED OVER EXISTING I 11 - ,� , - , <\/' / ,,,, " Y_ \._jz�_11 � �� , " " , " . �, � , �_ . 1, ��,,,��,�, � , , __:1 / 11, - , � ":,,< , , "" � 1% I \ �,//",�: " , "" �� - ��'',,:�,.,�,,�,�.11.1�,�"''�;� -,/, � X� I , \ \ , \ � """ , _,__ 4" SIDR-26 - '' ,�111,1 , ,� ' - ��.�11, � V " _- ]ZX, , ,�, ,� � 1�/, ,I, � � -. � . � I", I 1� < -,,,,., , , �:, , , I , � , WATERLINES. ;1 """", , 1, , _,:, __ I �� \ \ ��' ". .�,,.,',:,:::��,�:' - - I 1� % I%,.,- � '_:_ � � " / '� , , "I , " I -, , -:��', , , �, � i , , , � � , ,� � , ,� ,e_'� I . e�� " �� .:�:�:�.:� I , , �', \ � �.. I � � I ; � - 11. _ __....� >_1 , _ � ,".".�,,.. , j I � � - - - �a � I I " " 11 \ , . , - N:.�::::� ,�', PVC /I � ; , , �::: ", � � I � 11 2. A KNOX BOX SHALL BE REQUIRED FOR ANY ", _1 �,� � -, - ,.-� . \ 11 . - � , - I , I �, ... ,_.�..�.�,:,::� I I "I 11 � , I,:" �, 40�.:, � �1' I ,::�:,��,���, ,D I I N , 1. � , , " ,�', \ 11 :,��- 4611 � \, \ � ,,, 1., - \ STRUCTURE NOT MAINTAINED BY BY 24-HOUR STAFF. 11 �"� " I I � �� ,( � � , - / I 1, -, , k �� ,___ - _._ _ � - . ,� I I ,. . I'll � � _ " T "01 , - , '\ G j" .... 'y , I 1 9*`,.___ ,. TTk,/h.i,`11 I Z��,'��._�_, �, A- � "' , 1 I I , z " " 1 ,,'2�:::�:::::: , - , , q_'�,,, �, , _ ',�_��, \ \ ""' - \ � � , :, ., , , , .. , , ,,,,,, :" " , , , __.. I ARCHITECT/CONTRACTOR SHALL COORDINATE WITH _ "" - 6, - , � , : .�', � ��_ I ,..'� ', k I \ .�, ,��.. � 11111 , , ,� �� _,."�:v�� ", \ 1, _ , , , , , , I I - � I , < `� " � , ,�_ � ...... � �� v:, �, , ,�:�X_ -�, \ I 11 , I - I - � v, < Z,z Q N '_A�, "" ",/,�,,.4Nt';�, , ,:. , �_,�,.j, G _ ___77:7� , , e, - , ,,, 1 _ �, _ �* THE FIRE MARSHALS OFFICE FINAL LOCATION. < , , ._ , I 11- � i I " /I " X, I , " -, - �,_ " . -.1"'I", V �_ � , \ , " , �1. --i'_ ......X.1- , \ 3. L c:::-j � ,",,,�\""(,��, -- ��j . I - -'-� , I 11, ,� " , I , "i� I- OCATION OF PROPOSED GAS METER AND v�,,Y \ ,, 1, ", �, - � I . - � 11 , �, ,,, \ y \ , :�� '! /"' \ 1�i____ "': , I , V - I �ej, 1:�l 11, - � _ � I 11 I I I , ,--- APPROXIMATE ALIGNMENT OF GAS SERVICE. (4) 45- BENDS , �s� � , .11, I ", , -�, ,�, I- ., , ; A -,-- 1 1 -- ----- � \ Na" ,� 11 77 � " w " / \\ J " I \ " I . I , , , .� X 1�', , 'I, � 1. - #_ ,��: � - 0. (1 -, ,I ,�-- I , ��x ,/ I , " . � 1�. " - �\ � ) " "It' \, i ,,, , �, , _'. � , ,,, �,�, k _qp� 1, x �_;� ,�T,, I 'Ak , I I �, CHARLOTTESVILLE CITY GAS DEPARTMENT SHALL BE < , ,�'_� 11 1� , - 0 - 1,v, *45 k -) , "', !\\\�, ) _-A I`_ I , "I'' / -.,,, .,,,,, "", N I M" . __ " \,"', ,/ f � , , 11cv,111-11 0 . , �' ,,� CURB ,�� , - _ - �, RESPONSIBLE FOR THE INSTALLATION OF THE GAS U) - � I - I , 1, ' N �` _' -,�� " I , � V_ _1 11 1, V, It, "I , -,\ " z > , ,, � 1. ', ,�� .,-/-,-' TRANSITION / �"! , , �, R5''! <; , � I � , 1, I \ SERVICE AND ASSOCIATED METER. PRIOR TO THE , , � C111"_ - 'k � , --.\\I/ .,-, \ � - li ,_:5"" 11 lrzr�l I z, N "" ,.r, %� �, - -_,m ,,- -- � � r- �, ,pej�� � � '-- . 11 %'11 .J 3 1- A ,j / -� ,,�,� - , ,U�_ , _�__,'N __ "��y0n�!_ START OF CONSTRUCTION, CONTRACTOR SHALL � 1�1 D,__ �,� ,__ cl� �_� ,�� , I-, -11 _�,___j p \ 11 - " \ ,_,;sj�) " ��f _�� / I 1, \ COORDINATE WITH CHARLOTTESVILLE CITY GAS �_! " -Z - " , \ - I , , I - �11___" - _��, T, \ .j > r"', , \ 11 - ,,,\ I- I � � , -, % , DEPARTMENT ON THE FINAL SERVICE ALIGNMENT, - 11 , - z, ,_ , " " " _,� i \ �� �__ \ \ ',��, 1. , I ;. 11 \ I ;1 �_ \ METER LOCATION, AND ALL OTHER REQUIREMENTS , � 1, - 1�1 - 7 - -A �, - �_, 1 < � I- �`� \ r,� 11/�, � t �!, � ,� I- �_,, � ___ "I \ \ e_1 I`Z� I L I 1111,� � " , 2 \ 0 \ FOR LINE INSTALLATION. I , �� \', ) IA- -�, ,Z�_ __J L`�l I I � -1,111" \ 11�`411, \ \ I _� C=` � 5 , " � - ,A, 3: 7, E) �' I'l , ? 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E_ (D -0 - a Eu E 0 0 c- cn 0 (n - cu 0 -0 Z3 c �� cu (n c: U) 0 c: 0 _T 0_2 (D -0 (n a) g- -� L c 0 c� 2 % 46 IN" k All N > lj X 4t* r 1-5 V, V� N 'S V L_ �,7 %0, �,v x -4 y y V 110 FIR q I MQ Y), 'K V, X A 7— JI _)�ES (TKf�)' Ar, T h, Ak� v REFER TO PLAN TITLED "KESWICK HALL ADDITIONS AND,_ —2018-016 WP0201800( 'Ism 61TE IMPROVEMENTS" SDP b, X, X� j-, k�\ 'k -� I � )20 & WP0201800078 FOR DESIGN INFORMATION. A 21 443- ri-p 0 7 'A Q 41P q Aj J, Y41 lit, /J/1 2'GRAVEL FILTER ST4'� ot, WOV V _x N, (SEE SHEET ClALaYfy) S. --- --- 7 "N" 11 IN, "I, 4 If Q0- f , �Iv -tNV:-434.40 4" SOLID PVC X_� X - - - - - - UNDERDRAIN (TYP.) - - ----- JNV: 433.50 _0 N4, Z :7� 0� z d; `437 1�w �p \< f `%Nb� -%h-:�-, A KIN if' 436-- X Avg. ML 43 N" > 'A X - - - ------ 4P9 X mvx - V 'N 4, a 1<61o"w,� I-NV,4 .......... a z V-1 A 5�' INV: 428.93 i f X, Z N, 0 /A 124 \x, 7. 4.1 V: N, 1 416.75 7� 7 IMBED 4 Y N 7A_ io t ;4-, . ...... ... n I NV: 5, r I V qr K> 431. 428.74 L J N W 42_7 4 5" Llix u 130 'K Ick 9- Vr, x 7 XX SWM 3 vv,07 "J 180 LF OF 60" c 4" PE W, P� RFORATItD P\�8,` ---------- UNDERDRAIN (TYP.) A 'A' GRAVEL FILTER STRIP Y 0 _2� (SEE SHEET C1.1) (TYP.) FOUNDATION DRAINAGE T (SrE NOTE #4 TWS-SHEET)\,� </ 7�v A % �OOF'LEAQ_ER CONNECT16N (SEE ARCH/MER 4T - , - ; I Y PLANS FOR DETAILS)( P.) JI s y X� -DRAINt, X CIJ .±12'OF ACO S2,00K TRENCH' 7 TRENCH DRAIN CHANNEL .36" CMP ACCESS RISER WITH M X. , N, I MH-1 FRAME& COVER (TYP.) 12 S-1 "1 .7Q,4 4 V: <f- I/Z, k SIP4 k I N$: 4 A __42 9. 8" HDPE TO TIE TO -p, T TURE 108 _,STRIjQTURE 108 '4" SOL] D tPVC 11�2 FOUNDATION D LAND DR, AIN (TYP.) 1�211 RAINAGE 7-77-, E '427 ;9 SHEET) qV m __j _��E NPTE #4 THIS" X 4 /4" HDPE 70 TIE TO ROOF N LEADE -\. IVIArN I AN I% r -422 SLOPE)MIN. (TYP.) W 2�\ - WN: x A 114 < t\ 'W" "A W/ INV: /\/y 430.06 G \!;V, 102 _71 I INV: 428.90 y y y A 7 NLI )5 i _; �, 1� '� , I - WETLANDS 7 103 Z� ji;� BUFFiER y w �vi 104 INV: 42 .00 8 re f 'w 101 'N A V1, S 4 -7A1, _j j) \1/ NIX, 100 '01 50' mq�,, NI 'N, -2 SFTJ G-KI. BUFFER V v J, __j 2� V 5�1 ALL PERMEABLE PAVER UNDERDRAINS SHALL BE PERORATED PVC WITH A FOUR NOTES: ps, INCH (4") DIAMTER. SUBGRADE TO SLOPE TOWARDS UNDERDRAINS. Z 14/ r 2. ALL CONVEYANCE PIPES THAT TIE TO THE PERFORATED UNDERDRAINS SHALL BE l.'O'AVG- DIA J�RAD e SOLID WALL PVC WITH A MINIMUM DIAMETER OF FOUR INCHES (4") AND MINIMUM SS Al SLOPED OF 1 PERCENT (1 CLA 14/ 14/ 14/ BUILDING CONSTRUCTION. CONTRACTOR SHALL REFER TO ARCH/MEP PLANS q, 3. CONTRACTOR SHALL ACCOUNT FOR STORMWATER ROOF LEADERS AS PART OF -WIDTH 1 & N. '--0IDT H 2 8' P f� _rm t FOR THE FINAL LOCATION OF ALL ROOF LEADERS AND CONNECTION DETAILS. 1, A -LENGTH DEPTN�= 1 51- ROOF LEADERS SHALL BE BURIED AND INSTALLED TO PROVIDE A MINIMUM OF AA "e ONE PERCENT (1%) SLOPE. LEADERS SHALL TIE TO THE NEAREST S X TORMSTORMWATER STRUCTURE ACCORDINGLY. 9 Zl� 4. FOUNDATION DRAINAGE SHALL BE PROVIDED IN ACCORDANCE WITH rP ARCHITECTURAL DRAWINGS. DRAIN LINES SHALL TIE TO THE NEAREST STORMWATER STRUCTURE OR DAYLIGHT ACCORDINGLY. POSITIVE DRAINAGE 4, 4/ A SHALL BE MAINTAINED IN ALL STORMWATER PIPES AND FOUNDATION DRAINS. q CONTRACTOR SHALL REFER TO ARCH/STRUCTURAL DRAWINGS FOR FINAL Zr, DETAILS AND SPECIFICATIONS. CONTRACTOR SHALL CONTACT THE ENGINEER & jiva ARCHITECT IMMEDIATELY IF CONFLICTING INFORMATION HAS BEEN PROVIDED. 1k, -N, (v' L- �-J \1/ \Vl V N �J(zyjv CALE,1"=20", N /0 2 0' �0, 0() < z 1 .1 0 P. —w 0 U CRAIG W J, KOTARS KI Lic. No. 0402048507 "_05 —2 E 0 U rq V) C 0 > E w E M I__ Lu W A-4 4-1 U. 4--� LL 0 w 0 uj ro _j 00 _j Lri C:) M CD vi rj Lu Z 0 x LL r.4 > < Lf! c Ln c CL 00 _j Lf) c� D 0 a: (D Z) 0 0 uj W u 0 k__q ul ZD 0 ;7 0 zl_ 0 u U) w (1) 0 0 U) LLA U) uj Lij c) LLJ Z) LLJ Z) I-_ I Z, �D Lf) �D V) 0 cz c) LL Q� 0 LL_ cl- U_j .0.1 �.s LLJ -:j Q) (� Q) C) uj < DATE 0110612020 U KA VV 11 1:5 Y C. GA YNER DESIGNED BY A. ALLISON CHECKED BY C. KOTARSKI SCALE 1 "=20' z uj < (D < Q9 Z C) 0 u U uj u7j (D co _j Lu < 10�_ (D JOB NO. 40241 SHEET NO. C5. 0 VL :3 V) Q) 0 W U) 0 0- =3 _0 q) U) 0 0 Q) 0 0 2 CL U) z 0 02 0- 0 =) 0 0 (D U) Z 0 2i 2 x 0 :5 D 0 0_:E 2 '§ 0-0) (D c: 2! 2 x a) .0 0 0 E -0 0 -0 6 0 T -0 0 0 c� V) 0 (n =3 (n 0 0_9 (D -0 U) 0) m r- 0 -0 0 N C) 0 -0 0) 0 i� c) C) CNJ 0 It cl) C) —7— 4 c v � A % 4# I U ;I A A/ u—A A b, > A J > IN, Y, zz- Ab. Vl v 0 —", U-1 —31 fill A\ Y-1 4 "o, N -N x- d A, & N 4j*' —Ik L % B 10, 2'GRAVEL FILTER 2z, STR�� 4- % Yp1 (SEE SHEET C1.1L(T A A/ A, 7 Y & % 7 �,g 11R N/ oil" v 446 Y'' 77 J A A -:5 11,j A 3� Z J A A 'T A A A AM P-4 xy 4, 4, A vl, N V REFER TO PLAN TITLED "KESWICK HALL ADDITIONS AND SITE IMPROVEMENTS" SDP-2018-016, WP0201800020 & I, A -<,w 111; f I, J bl� tj t�� f WP0201800078 FOR DESIGN INFORMATION. A` 41 1 N A 4 Elm., A NMI A, v", S 440,76v' % W111 A 44? t �Nl X A A, A A, A V� k' NIU-�,- SIN 7,1 441w X, lift, > A, IN 1 A, ro, i) t i A 7N /-434.75' 4 434'1 � I /') , -- -- -- EX GNt -7437 438.9 36,25'\ 4 �/x 436 r B 4 x EP A &-,EX GN 434.12' 435.04' - --- -- 1�1 Z4%p7 80- EX GND EP tK' 434.59' 434.46' Y;r, Tr EP 431.72 429.93' 10 4.1 b, ZX\3 13 §0 110 .429 p E < 428.33' �28. 7' io HP p EP 2.16' -28.31' 4 3 428.57' 428 36' TC- 428.5 TC 43' E 431.3 X 4 EX GND < 430-50' 42917' MATC H EXIST. 430.58',., EP 7 EX GND .62 +433 431.35' ------ - -- 42,8.73' 4N.-16' ff . .... ... ... IFFE=429.38' 2'GRAVEL FILTER STRIP 1yo, (SEE SHEET C1.1) (TYP.) FFE=429.\38, 0. 31 AAFFE=4 IA2 429:18- 1 --FFE=429138'/, Tw 4 9.26" 29.26' P Tw 4 2 7. 2 5' 430.27'�, 429.23' EP 427.061l PROPOSED- TC 43041' AN- .19, -4'0.19' EP AEP 430.94 'lilt A'n. Af FFE=429.38' 30.7�' 42, BW 418.38' AA-422 FFE=418.38' 130.09, TC Ep I431.05'\ 4- 429.78'; p G y 418. 430.74' ATC 430.77' 430.24' AWETLANDS -4/ TC BU AAA-4 w BUFFER AZ Iy A 4_ 1k, \J/ AA5CALE\1"=20' cy) ()0 40' 20' z Up 10 -XI U CRAIGW J. YCOTARFM > Lic. No. 0402048507 m E C) 0 0) U r1j - rq V) c 0 > E aj- E ui 4-� LU > u @3 1-4 4� < LL ui 0 ("a ci� JU = rv-) < %J Q� —Ln P-4 C:) cn CL (=) r-4 :5- V ur) X rq U tD Lq Ln 4� U) 00 —1 C) LU U) 0 T: U D 0 LU u 0 P-4 U') D 0 so z 0 R C) �-4 u V) U) V) UJ C) CQ 0 u) LLJ U) Uj LLJ v) v) C) c) u U-1 U-1 LIJ LLJ Z) Q� (1) U) C) Q) uj co- la�- DATE 0110612020 DRAWN BY C. GA YNER DESIGNED BY A, ALLISON CHECKED BY C, KOTARSKI SCALE 1 "=20' < z v F- (D 0ry 1-4 > 0 u 0 r) U LU -i Lf ry (D Z w < (D JOB NO. 40241 SHEET NO. C5. 1 0 D Q) 0 U) m U) 0 0- =3 M -0 0 U) -0 c: m 0 -9 0 -a a - a) 0 -0 O� 2 CL z 0 -02 ZtE E 0 D- 0 ::) 0 0 CE (D Z w U) 0 Q- x 0 a) 0 0- -, 0 CL >< c: 0 Z3 Q) m 0 U) a) 0 0 -0 a) 0 c: U) 0 =3 (n c: 0 q)-0 U) a) co ROUTE Club Drive PROJECT Keswick Hall Spa DESIGNER: CG nI 1rntzrn. DATE 3/30/2020 IINITR FNr.I ISH INLET z V W ? C U_ Z U v U o, C07 � d z w a_ `� `v` � O? F~ U v1 CJ d [ .-] _] O a U Lu d w o [mil (j Z o Sac Inlets Onl v m _ _ Cn c W Back/Lt. 106 DI-1 1.500 0.070 0.50 0.035 Back/Lt. 0.000'RIGHT 0.035 4 0.14 0 Ahead/Rt. 0.070 0.74 0.052 0.0200 3.440 2.000 0.581 0.0200 1 2.00 Ahead/Rt. 0.052 4 0.208 0 0.0200 1.500 1.5 0.349 1.406 0.160 3.406 5.859 Weir Flow 0.348 0.0200 Back/Lt. 114 DI-3C 6.000 0.070 0.69 01.048 Back/Lt. 0.000'RIGHT 0.048 4 0.192 0 Ahead/Rt. 0.070 0.74 0.052 2.230 2.000 0.897 0.0400 1 2.00 Ahead/Rt. 0.052 4 0.208 0 0.0200 0.0400 6 0.400 0.827 0.320 0.333 0.961 2.827 1.722 Weir Flow 0.400 0.0200 Back/Lt. 116 DI-3C 6.000 0.150 0.73 0.11 0.0400 2.952 2.000 0.678 0.0400 1 2.00 Back/Lt. 0.000'RIGHT 0.11 4 0.44 0 0.0200 Ahead/Rt. 0.150 0.73 0.11 Ahead/Rt. 0.11 4 0.44 0 6 0.880 1.399 0.320 0.333 0961 3.399 2.914 Weir Flow 0.880 0.0200 Back/Lt. 118 DI-3C 6.000 0.260 0.52 0.135 0.0600 0.0400 1.640 2.000 1.22 0.0833 2.083 3.04 Back/Lt. 0.000'RIGHT 0.135 4 0.54 0 1 Ahead/Rt. 0 4 0 0 0.540 0.0600 1 1 6 0.540 1.010 0.320 0.333 0.961 3.010 �104WeirFlow Back/Lt. 120 DI-'C 6.000 0.510 0.39 0.199 0.001 0.0500 5.619 2.000 0.356 0.0500 1 2.00 0.000'RIGHT 0.199 4 0.796 0 Ahead/Rt. Ahead/Back/LRt. 0 4 0 0 0.796 0.001 6 0.796 1.308 0.320 0.333 1.2012 3.308 2.180 Weir Flow 122 DI-1 1.000 0.260 0.47 10.122 0.488 0.0100 0.0208 5.283 2.000 0.379 0.0200 0.962 0.716 1.98 0.0000 0.0208 14.151 1.000 0.071 0.731 0.357 0.131 1.299 O'RIGHT 0.122 4 0.488 0 124 D1-1 1.000 0.080 0.51 0.041 0.164 0.0100 0.0208 3.529 2.000H0,567.0200 0.962 0.890 1.98 0.0000 0.0208 8.951 1.000 0.112 0.899 0.147 0.017 0.862 0.000'RIGHT 0.041 4 0.164 0 126 DI-1 0.670 0.090 0.60 0.054BacldLt. 0.001 0.0208 5.448 2.000.0400 1.923 2.46 Back/Lt. 0.000'RIGHT 0.054 4 0.216 0 0 Ahead/Rt. 0 4 0 0.216 0.001 0.670 0.67 0.216 1.534 0.166 3.856 6.146 Weir Flow Back/Lt. 128 DI-1 1.000 0.060 0.31 0.019 0.0400 0.0400 1.343 2.000 1.489 0.0400 1 2.00 Back/Lt. 0.000'RIGHT 0.019 4 0.076 0 0 Ahead/Rt. 0 4 0 0.076 0.0400 1.000 1 0.076 0.668 0.320 2.668 1.392 Weir Flow 0 Back/Lt. 130 DI-1 0.670 0 4 0 0.060 0.48 0.029 Ahead/Rt. 0.000'RIGH 0.0400 0.0400 L574 2.000 1.271 0.0400 1 2.00 Ahead/Rt. 0.029 4 0.116 0 0.116 0.0400 0.670 0.67 0.116 1.012 0.320 3.012 2.109 Weir Flow 132 Back/Lt. DI-1 1.000 0.120 0.43 0.052 42 034 o Back/Lt.0.000'RIGHTT 0.0-2F6.542 0 0 Ahead/Rt. 0 0.340 0.0100 1.000 1 0.340 1.195 T> 8.0 ft LD-229 PROJECT: Keswick Hall Spa STORM SEWER DESIGN COMPUTATIONS LOCATION: Charlottesville COUNTY: Charlottesville STORM FREQUENCY 90 Designed by: CG Checked by: UNITS ENGLISH PIPE NO. 101 FROM POINT TO POINT DRAIN. AREA "A" Acre (3) 0.00 RUNOFF COEFF. "C" (4) CA INLET TIME Minutes (7) 5.90 RAIN FALL In/Hr (8) 6.26 RUNOFF INVERT ELEVATION LENGTH of Pipe Ft. (12) 53.02 SLOPE Ft./Ft. (13) 0.01000 SIZE (Dia. Or Span/Rise) In. (14) 24 SHAPE Circular NurnberCapacity of Pipes 1 CFS (15) 24.51 Friction Slope Ft ./Ft. 0.00080 NORM AL FLOW FLOWTIME CCUMU -LATER REMARKS Minutes (17) (18) 6.03 INCRE- 14IENT (5) 0.00 ACCUIVI- ULATED (6) 0.00 Lateral CFS 0.00 Total Q CT (9) 6.79 UPPER END (10) 412.23 LOWER END (11) 411.70 Depth of Flow, do Ft. 0.72 Area of Flow, An SgFt 1.02 Hru Ft. 0.40 Vn Ft/Sec (16) 6.67 1 En Ft. 1,41 INCRE- MENT Minutes (17) 0.13 REFERENCE (1) 102 1 I A. REFERENCE (2) 100 STA. 103 104 102 0.00 0.00 0.00 5.27 6.45 0,00 6.79 413,50 412.33 116.56 0.01004 24 Circular 1 8.93 0.00600 1.30 2.17 0.58 3.13 1A6 0.62 5.90 105 106 104 0.00 0.00 0.05 5.19 6.48 0.00 6.79 413.97 413.60 36.95 0.01001 18 Circular 1 11,39 0.00370 0.83 1.01 0.40 6.72 1.54 0.09 5.28 107 108 106 0.00 0.00 0.00 5.09 6.51 0.00 6.45 415.80 414.07 57.73 0.02997 18 Circular 1 19.70 0.00330 0.59 0.65 0.32 9.98 2.14 0.10 5.18 109 SWM3 0U 108 0.00 0.00 0.00 5.00 0.00 0.00 6.45 422.00 419.75 56.22 0.04002 18 Circular 1 22.77 0.00330 0.55 0.58 030 11.09 2.46 0.09 5.09 Ill 112 - SWM3 IN 0.00 0.D0 D.10 5.I4 6.50 0.00 0.65 425.02 424.78 23.97 0.01001 12 Circular 1 3.86 0.00030 0.28 0.18 D.16 3.66 0.49 0A I 5.25 113 114 112 0.I4 0.71 0A0 0.10 5.00 6.54 0.00 0.65 425.41 425.12 29.79 0.009731 12 Circular 1 3.81 0.00030 0.28 0.18 0.16 3.63 0.49 0.14 5.14 115 116 SWM3 1N 0.28 0.70 0.20 0.20 5.00 6.54 0.00 1.29 425.51 424.24 27.00 0.04704 12 Circular 1 8.37 0.00120 0.27 0.17 0.15 7.73 1.19 0.06 5.06 117 118 SWM3_IN 0.26 0.52 0.14 0.60 5.61 6.35 0.00 3.82 423.27 422.38 88.94 0.01001 18 Circular 1 11.39 0.00120 0.60 0.66 0.32 5.81 1.12 0.26 5.87 119 120 118 0.51 0.39 0.20 0.42 5.50 6.38 0.00 2.66 423.74 423.37 37.05 0.00999 18 Circular 1 11.37 0.00060 0.49 0.51 0.28 5.25 0.92 0.12 5.61 121 122 120 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 0.23 5.51 123 124 122 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 0.28 528 125 126 1?0 0.09 0.60 0.05 0.05 5.00 6.54 0.00 0.35 423.88 423.84 3.98 0.01005 12 Circular 1 3.87 0.00010 0.20 0.12 0.12 3.07 0.35 0.02 5.02 127 128 118 0.06 032 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 0.23 5.23 129 1 130 118 0.06 0.48 0.03 0.03 5.00 6.54 0.00 0.19 425.00 424.90 4.03 0.02481 12 Circular 1 1 6.08 10.00000 0.12 0.05 0.03 3.52 0.31 0.02 5.02 131 132 106 0.12 0.43 0.05 0.05 5.00 5.04 0.00 0.26 414.84 414.07 38.58 0.01996 IS Circrdar I 9:89 0.00000 0.I4 0.08 0.09 3.48 0.33 0.19 5.19 LD-347 HYDRAULIC GRADE LINE ANALYSIS INCIDENCE PROBABILITY 10 PROJECT: Keswick Hall Spa _ ; DESIGNED BY C Checked: Year INLET OR JUNCTION STA. INVERT EL OUTFLOW PIPE DEPTH OF FLOW O FLO UT W PIPE OUTLET WATER SURFACE ELEV. DIA. PIPE Do (I�Imm) DESIGN DISCH. Qo (CFSICMS) LENGTH PIPE Lo (RIM) FICTION SLOPE Sfo FT/ ( � (MIM) FRICTION LOSS _ H f (FtIM) JUNCTION LOSS SURFACE FLOW Adj. Ht 1.3 Ht (RIM) Inlet Shaping? YIN 0.5 Hk (Ft/M) FINAL H (Ft/M) Inlet Water Surface Elevation Top of MH Top of Inlet Elev. APPROX. Adjustment? Vo Contr. Ho (RIM) Vi .,, V3 2I2g H (Expn) _ � 0.35 MAX (Vi2/2g) SKEW Angle K Bend H (RIM) Sum HL (RIM) (1) SWM3_IN (2) (3) (4) (5) (6) (7) 1 (8) (9) (10) 01) (12) (13) (14) (15) (16) (16) (17) (18) 0.000 (19) 118 422.380 1.50 423.580 18 3.817 88.94 0.00118 0.105 5.805 0.131 5.250 0.428 0.150 0.0 0.00 0.000 0.281 0.857 0.365 YES 0.182 0.287 423.868 428.570 O.K. 120 423.370 1.50 424.570 18 2.655 37.05 0.00057 0.021 5.250 0.107 5.837 0.529 0.185 0.0 0.00 0.000 0.292 1.270 0.380 YES 0.190 0.211 424.781 428.570 O.K. 122 423.840 1.25 424.840 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 0.166 426.236 430.260 O.K. 124 426.080 1.00 426.880 12 0.268 70.30 0.00005 0.004 4A60 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. 116 424.240 1.00 425,040 12 1.289 27.00 0.00117 0.031 7.726 0.232 0.000 0.000 0.000 0.0 0.00 0.000 0.232 1289 0.301 YES 0.151 0.182 425.775 429.910 O.K. 112 424-780 1.00 425.580 12 0.654 23.97 0.00030 0.007 3.664 0.052 3.628 0.204 0.072 0.0 0.00 0.000 0.124 0.000 0.124 YES 0.062 0.069 425.649 430.190 O.K. 114 425.120 1.00 425.920 12 0.654 29.79 0.00030 0.009 3.628 0.051 0.000 0.000 0.000 0.0 0.00 0.000 0.051 0.654 0.066 YES 0.033 0.042 425.962 429.790 O.K. 128 423-710 1.00 424.510 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 0.013 424.523 427.820 O.K. 130 424.900 1.00 425.700 12 0.190 4.03 0.00003 0:000 3.516 0.048 0.000 0.000 0.000 0.0 0.00 0.000 0.048 0.190 0.062 YES 0.031 0.031 425.731 427.190 O.K. 126 421840 1.00 424.781 12 0.353 3.98 0.00009 0.000 3.071 0.037 1 0.000 0.000 0.000 0.0 0.00 0.000 0.037 0.357 0.048 YES 0.024 1 0.024 424.805 427.070 O.K. LD-347 _ PROJECT: Keswick Hall Spa DESIGNED BY: CG HYDRAULIC GRADE LINE ANALYSIS Checked: INCIDENCE PROBABILIT Y 10 Year DEPTH OF FLOW OUTFLOW PIPE OUTLET WATER SURFACE ELEV. DIA. PIPE Do (In/mm) DESIGN DISCH. Qo ._ (CFS/CMS) LENGTH PIPE Lo (RIM) FRICTION SLOPE, Sfo FT/FT) ( _ (MIM) FRICTION LOSS H€ (RIM) JUNCTION LOSS SURFACE FLOW Adj. Ht 13 F _ (RIM) I Inlet Shaping? YIN 0.5 Ht (RIM) FINAL H (RIM) Inlet Water Surface Elevation Top of MH Top of Inlet Bev. APPROX. 11 Adjustment? INLET OR JUNCTION STA. INVERT EL. OUTFLOW RPE Vo Contr. Ho (RIM) V �� .. Vi 212g H (Expn) 0.35 MIX. �11 (V02g) SKEW .. A ngle K __ . Bend H ... (RIM) I Sum HL (Ft/M) (1} (2) (3) (4) (5) (6) (7) (8) (9) (10) (11) (12) (13) (14) (15) (16) (16) (17) (18) 0.000 (19) 100 102 411.700 2.00 413.300 24 6,787 53.02 0.00080 0.043 6.671 0.173 3.128 0.152 0.053 0.0 0.00 0.000 0.226 0.000 0.226 YES 0.113 0.155 413.455 420-930 O.K. 104 412-330 2.00 413.930 24 6.787 116.56 0.00606 0.707 3.128 0.038 6.724 0.702 0.246 0.0 0.00 0.000 0.284 0.000 0.284 YES 0.142 0.849 414.804 418.490 O.K. 106 413.600 1.50 414-804 18 6.787 36.95 0-00372 0.137 1 6.724 0.176 9,980 1.547 0.541 0.0 0.00 0.000 0.717 0.000 0.717 YES 1 0.358 0.496 415.300 418.180 O.K. 132 414.070 1.25 415,300 15 0.262 38.58 0.00001 0.001 3.482 0.047 0.000 0.000 0.000 0.0 1 0.00 0.000 0.047 0.262 0.061 YES 0.031 0.031 415.331 421270 O.K. 108 1414.070 1.50 415.300 18 6.450 57.73 1 0.00336 0.194 1 9.980 1 0.387 1 11.086 1.908 0.668 0.0 0.00 0.000 1.055 0.000 1.055 YES 0.527 1 0.721 1 416.391 425.960 O.K. WM3 OU 419.750 1.50 420,950 18 6.450 56,22 1 0.00336 1 0.189 1 11.086 1 0.477 1 0.000 0.000 0.000 0.0 0.00 0.000 0.477 0.000 0.477 YES 0.239 1 0.427 422.546 427-000 1 O.K. U GRATG W. J. OTA'RSKI > Lic. Nio. 0402048507 m E 0 rV O N Ui E w E UJ LL U. a 3 Uw O o�, QJ Uomo > CD p N C7 UJ N N �Ox U- tn_ �N = U > Lr) d : 0) rn O N rL � 1- Fm I� z O a Z H ry U O V) LLJ O � co � z 0 IQ u.J U) w f"' wU1 Ui W 1�- LLJ �7 li (.0 to OcCOO O U � � �nW.QQ c� Q Uj cc' m (,r) M V) DATE 0110612020 DRAWN BY C. GAYNER DESIGNED BY A. ALLISON CHECKED BY C. KOTARSKI SCALE N/A H U V v s ►z-i ry H W �MM z W O U F-- UW J i--;I Q H W / -J V W 'Q W L.L W JOB NO. 4024 SHEET NO. C6.2 U D D n u D n D a 5 Z) y n y c 0 0 c c� C (0 c O T 0 3 c L c 0 Z� co cw) N CD 0 7 Aw k 4/ P IN,4 N, �,\ , 1-I,, �51 X! /Y V)� 7 W, A Z 17 IV SO! 41 1v I, It A IN, 17 b/iqtg�_< / A` X ib� \ M, V 12- -A 4qw '4+ 5 �MNXY V A� C11 411W A(l N11 A j A* N 11� k�- �, I'v" IV - k 1! �jlj ww �W, 'r _11- 4* 'k, N I I'MI ?Zj A, xv -1, 1, \ \ N��, r il - , A , . v "KESWICK HALL ADDITIONS AND N, _X . 'X #�L 41W REFER TO PLAN TITLED Ilk N SITE IMPROVEMENTS" SDP-2018-016, WP0201800020 f "N A S L OP; FS, T Y'� _4 RITICAV x w *4� 0 & 0% N. 4 4 r 6" GRAVITY WP0201800078 FOR DESIGN INFORMATION. �A, r 4, ipvc� -MIN % "I'q w;X - _V A, 1 0 "R L & 4� Nk q J , mqg _.1_t,,t. NM rt, Ir .. ... ... r - ��Qyp I I I I— I , ` ", I , 6 �:4 , y , - - ,,ft � � � - � 17- 43"; Ij -4- 10 -.443- N W'I /x, X. A� J,,�gVY, 'n Alp 7 N� OW—R" 'It�j 0 "A" X, %p -mm"n M Ni R-0 V x ��V�/ 4 4 'GRAVEL FILTER STRIP NO01, Rtim__ ft EE SHEET C1.1)�TYFY) 1�14135 10 Rims X z 11 Y , Zt� Zt� f 437 0.51 N —43,5 V -'S L 7�433q x4, Al 'y 4 120 7 "X- p �kqv Vx�, As, XN�,\, Ah, X�Z I - N� AM tA-nc, n� �w �34 Mk_ N 1111LIN 0.06 y n� AC, ME% r Q da/ IWO XX .. 4, a WEI f `SA 0 1 11 X X, k, iv, ,g -Z lip JX Vp _0 `1, 'ay vp X. IN vp 71 7- "Ok, p: 10 J4 9. 'k U, 0.30 0. AC 116 4 0 v 1,4 _9 1 hit 4 ------ _4� < D! 0.06 AC --k 7 O�O 161 1 711 . .... . C 0.48 ty _6 UFf�R 42 swm IKIP ZI ?x 130 180 LF 60" CMP ,Z v 14, X5" IdL . ..... IX V, A,, < Art, GRAVEL FILTER STRIP list (SEE SHEET C1.1) (TYP.) 't �.J Ar A V N 3, w L I 0.04-- 0-90 V AC Z: 1129/125 -A� i�499 > wry c x v _4 CC-$ x V, co cv F OPOSED- RR C9 IF . .... 4 J sj?4 ------ IWA N Ai;, n " V 0. "o v, 42 0 _�n t 1 A r- �4 x� 1� X pv� lip -422 A IN ji� . ..... 114, �11 , 47-1, V_ j 1 0z \4/ 4 G 7 T ;_ rif AC _0 k� 4 71 105 e r- 132 A, -e 103 x�r -31 1FFE^R A -3 WETLANDS S_ Q, r 65 ZM 41 "I.- — — /,�, , , �I ,a C� 104 Z N�, k_x LEGEND 101 V Y%,pa( - rkR�A v, N '41 01 100 Y�11 50 v INLETi -n P '4/ T BUFFER yx 1v T--? Nie, DRAINAGE DIVIDE r I N, jvi,� N�,, V/4"t, t s, STOT44GEONUTS % J>Ikl % 611�_ 1Z, v� yvi, m; ZI-3 �V, s_ 91, '7'-, , �1' I' I`11 A— 14/ Z_q, 41 41 41 < 14� �3, '5 ev� _j�lo "J, v z/. _101 :�;Z _,:�r4;� IV i Z\ u, V, V� 41 % 4 A", % Z/� < v SCALE I "=20' A r % 00 io 40' 0 < v r Z CRAIG W J, K,0TARS KI > Lic, No. 0402048507 0 rN < > E E LU LU V aj LL Lu W (0 cl� LU = < _j U 00 Li- _j — Lri ai ]�� 0� CD CL (n ui z 11-- - :3 U) rj U > < r_ Ln 0 Ul 4� ai OC) _j 0 ui AdK vi c� :D 0 Z:) 0 0 LU LU u z 0 R U) 4 c� :D 0 77 0 CL 1_� C) ry u V) V) V) LU C) 0 U) LLJ U) LU W LQ Uj V) U) C) cz C4 c) u c) 6 Q� LL� C) C) Q L Lj Q: :!�� QQ Q:) uj :�) Z) Q� U) (A LU DATE 0110612020 DRAWN BY C. GA YNER DESIGNED BY A. ALLISON CHECKED BY C. KOTARSKI SCALE 1 "=20' r) < .J .j > U-) 0 ry u u U-i Uj _j w _j uj 0 Lf) JOB NO. 40241 SHEET NO. C6.3 0 :3 m ai (n -2 0 c: 0 _c 0 0 c: _0 0 _T 0 0 -0 2 U) z 0 -0 75 E n 0 D 0 0 (D U) Z 0 x 0 0 CL 0-0) x c: 0 0 =3 (D U) 0 U) U) U) c 0 0 0_2 a) -0 (n L 3 c L L Z Z Q Q (n N U) N < Q a- c� n n_ w I- O 0 w o 00 f- 00 o� o i-4ptict iQpNN � CV uON M� CV � w-1zz0 O �- OM �w��0 �Qa r �Qa_ NOt-O>> �OI-O> �0U)P- z z A A l N I 118: DI-3C 6ft Throat o a. M d STA 11+86.89 U-) N TOP 428.57 +°oN F- INV IN 423.37 (119) o z_ z_ p INV IN 423.71 (127) oQa» > INV IN 424.90 (129) z z z U) INV OUT 423.27 (117) CiL�11 435 435 EXISTING PROPOSED `^ GRADE GRADE I 430 430 T MIN. 123 425 1/0-23 HQ OF 425 D E.....` 121 @3.0p1 .5' 79.53' OF _ 3.05' 119 15,' HDPE 37.05' OF i 117 @ 2.69% 1 18" HDPE 88.94' OF 420 i @ 1.00° 18" HDPE 420 1.00% I 6" FARE LINE_T_ SSWR 1-2 9I 415 } 6 i 415 9+50 10+00 11+00 12+00 STR124 - SWM3 HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 WEIR PLATE - SWM3 180 LF 60" CMP TOP: 427.00' BOTTOM: 422.00' - SWM 3 180 LF 60" CMP TOP: 427.21' BOTTOM: 422.21' 13+00 13+50 z O_ z~ QQ m �U) cnzw LO o J 0 t- o Q 0 O O O M M Z �m �d. 4 d -- _j+�-r"� :D z Z O - LL <��a0>>> o C) co zz z o ti L O O O U O C) Lc) O OR 0') O Cj CO N � N M r- O d M �t ` L") r , � �- c\jd d'z 0 _,qz 0 d �a0> > 00 QC- Z oU)�-zz o�j0Z aan EXISTING 435 GRADE 435 PROPOSED GRADE 430 430 T MIN. 425 425 115 27.00' OF 12" HDPE @ 1.00% 420 420 415 415 114: DI-3C 6ft Throat STA 10+00.00 TOP 429.79 INV OUT 425.41 (113) AAn SWM3 180 LF 60" CMP TOP: 427.1 V BOTTOM: 422.11' 9+50 10+00 11+00 STR1 16 - SWM3 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 N 0 N O _ n 0 o - c� v � = O c� C) V N N O "t N N L 2M � O d d1 V O ONr �d7N 04 �� d'Z O 0 W -� Z o<00> > o �0> `?JJ 430 430 I EXISTING 425 GRADE 425 1.5' PROPOSED IN. GRADE y PROP. GAS 420 LINE 420 @ 4 1 MIN. 00/ ! •� PROP. 6" DIP WATERLINE 2'iMIN 415 I 415 107 57 7$' OF 1.5' 18" HDPE MIN. @ 3i00% 101 410 PROP. 4" PVC 53.02' F 410 8 6" DIP 105 HD E WATERLINES 36.95' OF 116.56' OF @ 1.00 ° 18" HDPE 24" HDPE i @ 1.00% @ 1.00% 405 ! 405 9+50 10+00 11+00 12+00 13+00 SWM3 - STR100 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 14+00 14+50 112: MH-1 STA 10+29.79 TOP 430.19 INV IN 425.12 (113) INV OUT 425.02 (111) EXISTING 435 435 PROPOSED GRADE 430 430 T MIN. S MIN. 1 PROP 4" PVC 425 WATERLINE 425 113 1' 29.79' OF MIN. 12" HDPE @ 1.00% 111 420 23.98' OF 420 12" HDPE @ 1.00% 415 415 132: 12" NYLOPAST BASIN - DOME GRATE STA 10+00.00 TOP 421.27 INV OUT 414.84 (131) SWM3 180 LF 60" CMP TOP: 427.04' BOTTOM: 422.04' 9+50 10+00 11+00 11+50 STR114 - SWM3 non HORIZ SCALE: 1 "=50' VERT SCALE: 1"=5 0 w z�O Z U Q LL m < < (n z ~ - 0 Q - J O M v V Iy- 0QO�00oO > Z U< + � eoLUo'tZ_Z_ =O C)�0>>> PoU) ZZZ 495 EXISTING GRADE �-� PROPOSED 420 GRADE 420 415 415 131 138.58' OF 2„ HDPE 2.0p 410 410 405 405 400 400 9+50 10+00 11+00 11+50 STR132 - STR106 HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 a'A.F; �vv EXISTING GRADE `- -- PROPOSED GRADE 430 430 STORM PIPE 115 425 425 0 111 23.98' OF 12" HDPE @ 1.00% 420 117 WEIR PLATE, 420 88.94' OF INV. OUT = 422.00 18" HDPE @ 1.00% 60" CMP, SLOPED 0.330/6 TOWARE WEIR PLATE 415 415 I 410 410 9+50 10+00 11+00 12+00 12+50 CMP STORAGE PIPE w Q U w 2 0 11 Z_ z z (n Q m Q _ < 04 Q - v � 118: DI 6ft Throat Q o a 120: DI-3C 6ft Throat O w o o STA 10+31.21 o w o Q N o - cocj- STA 10+03.98 ¢ oo N TOP 428.57 o z(o+Ni- z+tiE- TOP 428.57 z��rN�- INV IN423.37(119) ���� Oj INV IN423.84(121) �ui INV IN423.71(127) cow��p �Qa INV IN423.84(125) oo0��> INV IN 424.90 (129) �C)0P-0Z �v~i0z INV OUT 423.74 (119) INV OUT 423.27 (117) 0U)~- EMU PROPOSED GRADE 425 EXISTING 425 GRADE 125 420 3.98' OF 420 2`�1:tDR @ 1.00% 415 415 410 410 9+50 10+00 11+00 11+50 STR126 - STR120 HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 Ain 430 PROPOSED GRADE 425 EXISTING 425 127 GRADE 31.21' OF 12" HDPE 1.5' @ 1.00% 420 420 SSWR 2-3 415 f 415 410 1 410 9+50 10+00 11+00 11+50 STR128 - STR118 HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 dqn HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 118: 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) a�n PROPOSED GRADE 425 425 420 EXISTING GRADE 420 415 415 410 410 9+50 10+00 10+50 STR130 - STR118 HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 0 5 PROFILE SCALE op U CRAiGW :I. Kt3rA SKI Lic. No. 0402048507 2, 4101 M E 00 U N N vi C > E w QN LL LL M a J V W w J -- L6 o a>N N (Duj v �x v7 O � U) _ N 2 > Ln Q ui 0 OLn N (u M CL d CO J I� Z O a O U LLJ 0 � � z co E' O V) W ~ cl� cl� w LL,O ti u)LLJ V) O ct O O � LU C), Q©,��� W j Z) �cYV)(f) 0 DATE 0110612020 DRAWN BY C. GA YNER DESIGNED BY A. ALLISON CHECKED BY C. KOTARSKI SCALE 1 "=50' j ' v � H H W H D 0 (D V J °-+- W co uj JOB NO. 4024.E SHEET N-/O . �'1 L. 7. fir.,, rJ �l�flt�d 5 7) 0 2 o (�(� l/ 2z �0 on c T E O a = C N (0 C a. O U O C (D .� U 3 Z� 0 a) �Q x O :�' 15 m O 0- 2 0-0) N C 7 N cif N X C O O O U +� L L � cu C O L O E 70 U � O E U UO) _ � U C N V)o C U O n. U) 0 o '= E MATERIALS LEGEND WALLS, STEPS, STRUCTURES PAVING TYPE PAVING FINISH/PATTERN DETAIL NOTES ASPHALT - VEHICULAR -- -- SEE CIVIL DWGS FOR NOTES & O DETAILS CONCRETE CURB - VEHICULAR SEE CIVIL DWGS FOR NOTES & DETAILS REINFORCED TURF -- -- SEE CIVIL DWGS FOR NOTES & O DETAILS PERMEABLE PAVERS - VEHICULAR -- SEE CIVIL DWGS FOR NOTES & ® DETAILS O CONCRETE - PEDESTRIAN MEDIUM BROOM 1 /1-2.00 INTEGRAL COLOR TBD FINISH © STONE PAVERS ON SLAB TBD 2/1-2.00 COLDSPRING 'ROCKVILLE WHITE' CONCRETE - VEHICULAR MEDIUM BROOM SEE CIVIL DWGS FOR NOTES & (D FINISH I DETAILS EXISTING VEGETATION RETAINED 00 Q O (y) 0 N O N N O N V) N IT 3 42 a� a� W 0 q) 0 / 0 n a) V) 0 Q V) cr)� O / c- i O / Q U / O / c- n U N 0 L- I i N O 1-O O 00 / SYMBOL WALL TYPE FINISH/PATTERN DETAIL NOTES FOUNTAIN TBD 6/1-2.00 STONE TBD nB KESWICK ESTATE MONUMENT -- 5/1-2.00 OMEGA FENCE & GATES POWDERCOAT 4/1-2.00 STEEL O CONCRETE STEPS MEDIUM BROOM 3/1-2.00 FINISH NOTE: SEE STORMWATER MANAGEMENT SUBMITTAL BY CIVIL ENGINEER FOR PERVIOUS PAVING CALCULATIONS. WORK RETAINED "m 0 10' 20' 40' ■ NELSON B Y R DIm -0 W O L T Z 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 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 CHECKED BY: EG DRAWING TITLE MATERIALS ENLARGEMENT PLAN DATE: JUNE 2, 2020 SCALE: 1" = 20'-0" DRAWING NUMBER L 1• CONCRETE WITH LIGHT BROOM FINISH 8 WIDE SAW CUT CONTROL JOINT, DEPTH OF I11 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 CONCRETE PAVEMENT - PEDESTRIAN SCALE: r = 1'-0" OMEGA ARCHITECTURAL PANELS MOUNTED ON SQUARE POSTS (HEIGHT 8' H) Panneaux Omega Architecturale sur pateaux carre (grandeur' H} Panel / Panneau 8' (57 Ihs/25.9 kg) 0 N N / \ Acr-- A cr-t\Ir^iICIr R ("-L&TFC sf L \,.TS .1 l V ILE: L2.00 SCAN a 0 a� 3 a� 0 0 0 CV J C V) 0 Q i c� 0 a� - V) 0 n N a� 0 i o i EXIT LANE a� In 0 n U 0 O S✓ N 0 0 5 KESWICK ESTATES ENTRANCE MONUMENT SCALE: —1/ _2" = 1'-0" i Universal Collar Attache Universelle 1 31132" [50mm] cic 1" [25.4mm] REVISION 01 6" [152.4 mm] 8 ga 1 jauge 104.88mm] Systlbme de C16tures Omega II Tel: 450-686-9600 1735 boul. St-Elzear Ouest 1-800-836-6342 Laval, Quebec Fax: 450-681-5318 H7L 3N6 www.omegadeux.com "2' L2.00 2" SEE PLAN MORTAR RESTRAINTS AT EDGE OF PAVERS WITH WEEPS STONE PAVERS SET HAND -TIGHT, W/ SAND -SWEPT JOINTS 1" MUD/MORTAR BED REINFORCED CONCRETE SLAB WITH BROOM FINISH IN DIRECTION OF SLOPE COMPACTED AGGREGATE, VDOT #21 A COMPACTED SUBGRADE STONE PAVERS ON CONCRETE SLAB SCALE: 1" = 1'-0" OMEGA ARCHITECTURAL DOUBLE SWING GATE MODEL GPMD20 Barriere Omega Architecturale a battant double madele GPMD20 GATE POST DIMENSIONS PANEL (H) OPENING POST 4',5'&6' Tto8' 3"x3"11ga 8' 3' to 7' 3" x 3" 11 ga 4' 9' to 16' 4" x 4" 11 ga 5' 9' to 13, 4" x 411 11 ga 6' 9' to 12, 4" x 4" 11 ga 8' 8' to 91 4" x 4" 11 ga 51 14' to 16' 6" x 6"jr" 6' 13' to 30' 6" x 6" Yle" 8` 10' to 26' 6" x 6" Y,61. Grandeur des poteaux de Porte Panneau (H) Ouverture Poteau 4', 6' & 6' 3' a 8' 3" x 34 11 ga 8' TA 7' 3" x 3" 11 ga 4' 91.116' 4"x4'11ga 5' 9'613' 4"x4"11ga 6' 9' a 12' 4" x 411 11 ga 81 8'&9' 4"x4"11ga 51 14' a 16' 6" x 6" f 6" 6' 1�13' 6" x 6" �" 8` ' 6" x 6" afis" ccr-I I01TV I ICT r'_ ATr- _ PKIICI-1 2 [51 REVISION 01 Omega II Fence Systems Tel: 450-686-9600 1735 blvd. St-Elz6ar west 1-800-836-6342 Laval, Quebec Fax:450-681-5318 H7L 3N6 www.omegatwo.com FREESTANDING STUCCO WALL ADJACENT PAVEMENT; VARIES, SEE MATERIAL PLANS 1 /2" EXPANSION JOINT WITH CAULK TO MATCH CONCRETE COLOR (TYP) 1 REFER TO STRUCTURAL DRAWINGS S410 FOR REINFORCING AND CONNECTION INFORMATION CONCRETE WITH LIGHT BROOM FINISH R 1 /2 " AT NOSING 1'-0" TYP 1 /2" EXPANSION JOINT WITH d CAULK TO MATCH . 1%SLOPE CONCRETE COLOR (TYP) 2TY P'� `o 0 I �, 0 1'-011 a l cl� u COMPACTED SUBGRADE •II '3' L2.00 CONCRETE STAIR SCALE: 1" = 1'-0" 6 FOUNTAIN SECTION L2.00 SCALE: 1" = 1'-0" #4 X 12" LONG SMOOTH DOWEL @ 36" O.C. (TYP) SET IN GREASED SLEEVE ON ONE SIDE V V L-1\1 L\./ I I 1 v v, 1. - _. .. , _ . - - - =R SURFACE PER BUBBLER FOUNTAIN 500 GPH RECIRCULATING AEXICAN BEACH PEBBLES ICK IGHT STRIP; SEE LIGHTING IS 12" X 24" GRANITE COPING; MAL FINISH ON ALL )SED SIDES; SEE PLAN ',K WATERPROOF COATING =RSTOP NCENT PORCELAIN PAVING; SEE ONC SLAB W/ W2.9XW2.9 WELDED WIRE RIC ON 6" #57 STONE BASE PSI REINFORCED �CRETE FOUNDATION WALLS 57 STONE BASE - COMPACTED SUBGRADE NELSON B Y R D0 Lq WOLTZ LANDSCAPE ARCHITECTS 310 East Market Street Charlottesville VA 22902 T 434.984.1358 F 434.984.4158 www.nbwla,com NO. Date Issues/Revisions 1 01.06.20 PERMIT 2 03.27.20 PERMIT 3 06.02.20 PERMIT STAMP PROJECT NAME KESWICK HALL LANDSCAPE ALBEMARLE COUNTY, V I R G I N I A KESWICK HALL SPA PROJECT NO.: KSH 180b DRAWN BY: CP, BO CHECKED BY: EG DRAWING TITLE SITE DETAILS DATE: JUNE 2, 2020 SCALE: AS SHOWN DRAWING NUMBER L2,000 Ci r(/0`1/ZL Planting Schedule Existing; Canopy Cover LEGEND 0 \ EXISTING TREE TO REMAIN EXISTING LARGE OAK TO REMAIN 0 PROPOSED TREE 0 PROPOSED SHRUB 0 RE STABILIZATION MIX 0 WET SWALE MIX 0 ENTRY GARDEN MIX 0 REINFORCED TURF (5329 SQFT) SCREENING VEGETATION LANDWARD BUFFER PLANTING " , <k NOTE: 1) SEE SHEET L3.10, L320, & L3.30 FOR TOTAL PLANTING AREAS AND PLANTING SCHEDULES 2) SEE SHEET L3.60 FOR PLANTING DETAILS Area of Canopy Total Canopyin Quantity Units Scientific Name Common Name Size Spacing 10sf rs Y (sf) Coverage (sf) 12 pcs LARGE CALIPER TREE 12 Fagus grandifolia American Beech 6" cal. B&B as shown 227 2724 28 pcs MEDIUM CALIPER TREE 4 Acerrubrum Red Maple 4" cal. B&B as shown 397 1588 2 Magnolia virginiana Sweet Bay Magnolia 3" cal. B&B, multi stem as shown 113 226 22 Thuja occidentalis Eastern White Cedar 4" cal. B&B as shown 10 220 37 pcs SMALL CALIPER TREE 1 Acerleucoderme Chalk Maple 2" cal. B&B as shown 88 88 12 Betula nigra River Birch 1" cal. B&B, multi stem as shown 397 4764 24 Juniperus virginiana Eastern Red Cedar 2" cal. B&B as shown 16 384 Proposed Tree Canopy Coverage 9774 Area of Canopy Total Canopy Quantity Units Scientific Name Common Name in 10yrs (sf) Coverage (sf) 22 pcs EXISTING TREES 7 Juniperus virginiana Eastern Red Cedar 16 112 2 Cornus florida Flowering Dogwood 124 248 3 Quercus albo White Oak 340 1020 10 Deciduous (not identified) Deciduous (not identified) 100 1000 Subtotal Existing Tree Canopy Coverage 2380 Existing Tree Canopy Coverage*1.25 2975 112 aOj Y' REM . . �. �,� �-'-'s - '`; � sue_. '`��r=•-A (� ■ 2 ACER RUBRUM z 29 0 -- -# EXISTING VEGETATION 0. „ o✓- - I •` _ ___- � __ _-,� , TALL] (14) THUJ IDENTA S [8 R - - oNN (1) ACER LEUCODERME - _ - (2) MAGNOLIA VIRGINIANA 3 (2) BETULA NIGRA - - _ 4 \ v GUS GRANDIFOLIA e _ --(24) JUNIPERUS VIRGINIANA N V w ' M \ _ z �'_` W M XISTING SCREEN PLANTING E RETAINED - xxxx q 8 THUJA OCCIDENTALIS IN IL• / \ 42 Im - _- � BETULA NIGRA BETU LA ULA 4 ) BET NIGRA 3 � �M,�-�-��,. �: _ �-��� �� � EXISTING SCREEN PLANTING j �s - - - _:> �y RETAINED r \- (2) ACER MV) 472 r ggg Roft 0 OEM ff _ U ...yam •r' <' - �, o ---- --__ EXISTING / �� LIMIT OF WORK VEGETATION v---�--- -ff- W_ / ♦ ~ nor°' ■ ,� � (1) BETULA NIGRA � � � , EXISTING a N o _ - � ,� 11I %� VEGETA O STORM LINES, SEE CIVIL Ni REFER TO MITIGATION , ��\ DRAWINGS -- _ PLANTING PLAN L3.30 FOR `� \� LINE INDICATES EXTENT o LANDWARD BUFFER - OF PUBLIC DRAINAGE 00 CALCULATIONS, PLANTING EASEMENT, TYP. V) SCHEDULE AND DETAILS ' v 0 10' 20' 40' `® O NELSON B Y R DNo WOLTZ LANDSCAPE ARCHITECTS 310 East Market Street Charlottesville VA 22902 T 434.984.1358 F 434.984.4158 www.nbwla.com NO. Date Issues/Revisions 1 01.06.20 PERMIT 2 03.27.20 PERMIT 3 06.02.20 PERMIT 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 CHECKED BY: EG DRAWING TITLE TREE PLANTING PLAN DATE: J U N E 2, 2020 SCALE: 1" = 20'-0" DRAWING NUMBER L3,o Planting Schedule cont'd a r> cY) ci C N O N cV O N D U (U i 4 E W O N c 0 n a� V) 0 Q. Vi c� O / U) 0 V� co O / n 4 U / Q� O / V) n U a� 0 n NI O / O 00 / LEGEND 0 EXISTING TREE TO REMAIN EXISTING LARGE OAK TO REMAIN 0 PROPOSED TREE 0 PROPOSED SHRUB RE STABILIZATION MIX 0 WET SWALE MIX 0 ENTRY GARDEN MIX 0 REINFORCED TURF (5329 SQFT) SCREENING VEGETATION 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 REFER TO MITIGATION PLANTING PLAN L3.30 FOR LANDWARD BUFFER CALCULATIONS, PLANTING SCHEDULE AND DETAILS Area of Canopy Total Canopy Quantity Units Scientific Name Common Name Size Spacing in 14 rs sf Y ) Coverage sf) 106 pcs LARGE SHRUBS 52 Corn us sericeo Red -twig Dogwood 7 gal. as shown 72 3744 54 Viburnum rhytidophyllum Leatherleaf Viburnum 7 gal. as shown 22 1188 28 pcs SMALL SHRUBS 28 Ilex glabra Shamrock Inkberry 3 gal. as shown Proposed Shrub Canopy Coverage 4932 2875 sf WETSWALE MIX 25% Shrubs Selection of hydric native shrubs & forbs, 50% Perennials species tbd, 25% Grasses assume 7 gal. shrubs, 1 gal. perennials & grasses 10125 sf ENTRY GARDEN MIX 25% Shrubs Selection of dry tolerant native shrubs & forbs considered "pollinator species, ie species with showy blooms attractive to bees and butterflies 50% Perennials species tbd, 25% Grasses assume 7 gal. shrubs, 1 gal. perennials & grasses 12450 sf RESTABILIZATION MIX 25% Shrubs Selection of shorter native shrubs, grasses & forbs with emphasis on drought tolerance, minimal maintenance,& year round interest 50% Perennials species tbd, 25% Grasses assume 7 gal. shrubs, 1 gal. perennials & grasses �-O STORM LINES, SEE CIVIL DRAWINGS LINE INDICATES EXTENT OF PUBLIC DRAINAGE EASEMENT, TYP. 0 10' 20' 40' e O NELSON BY RD�'ON WOLTZ 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 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 CHECKED BY: EG DRAWING TITLE U N D E RSTO RY PLANTING PLAN DATE: J U N E 2, 2020 SCALE: 1" = 20'-0" DRAWING NUMBER L3,020 II 20'-0" E Q I\ c6 6 N O N N O N N D H I Q) E W n O J 0 n a� 0 Q. co O i 4- a� \"l O Q i .N o� O i a� C- n U 0 0 n O �o O 00 V) LEGEND 0 EXISTING TREE TO REMAIN EXISTING LARGE OAK TO REMAIN 0 PROPOSED TREE 0 PROPOSED SHRUB RE STABILIZATION MIX WET SWALE MIX ENTRY GARDEN NAIX REINFORCED TURF (5329 SQFT) SCREENING VEGETATION 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 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 7� Mitigation Planting Schedule Area of Canopy Total Canopy Quantity Units Scientific Name Common Name Size Spacing in 10yrs (sf) Coverage (sf) 2 pcs CANOPY TREE 2 Carya ovato Shagbark Hickory 11/2"-2" cal. B&B as shown 72 144 2 pcs UNDERSTORY TREE 2 Asimina triloba PawPaw 3/4" - 11/2" cal. B&B as shown 64 128 Proposed Tree Canopy Coverage 272 4 pcs LARGE SHRUBS O 2 Ilex verticilata Winterberry Holly 3'-4' Ht. as shown 41 82 O N 2 Lindera benzoin Spicebush 3'-4' Ht. as shown 23 46 6 pcs SMALL SHRUBS 3 Kalmia latifolia Mountain Laurel 15"-18" Ht. as shown 28 84 3 Voccinium acerifolium Mapleleaf Viburnum 15"-18" Ht. as shown 12 36 Proposed Shrub Canopy Coverage 248 Proposed Tree and Shrub Canopy Coverage 520 1,26 MITIGATION PLANTING 2� ADJACENT TO LANDWARD BUFFER: 385 SF, 4 SEE MITIGATION PLANTING SCHEDULE AND DETAIL 01 /1-3.30 ® ` NATIVE, EXISTING VEGETATION TO ? b,21— 1 REMAIN, REMOVE ONLY INVASIVE PLANTS, RAKE EXSTING LEAF LITTER & REDISTRIBUTE IN PLANTED , 1 AREA AFTER INSTALLATION \ 4s_ *STREAM BUFFER AREAto �18 OF DISTURBANCE: 385 SF 417 MITIGATION PLANTING INSIDE LANDWARD BUFFER: 385 SF, • _ SEE MITIGATION PLANTING SCHEDULE AND DETAIL 01 /1-3.30 / REMOVE ALL TREES, SHRUBS, 1 VINES & UNDERBRUSH, REPLANT / W/ NATIVE SPECIES. ®� �A RAKE EXSTING LEAF LITTER & REDISTRIBUTE IN PLANTED BUFFER AFTER INSTALLATION EXISTING VEGETATION RETAINED' 91 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 NELSON BY RD� WOLTZ A� °s�E �:s A 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 STAMP PROJECT NAME KESWICK HALL i LANDSCAPE ALBEMARLE COUNTY, V I R G I N I A KESWICK HALL SPA PROJECT NO.: KSH 1806 DRAWN BY: CP, BO CHECKED BY: EG DRAWING TITLE MITIGATION PLANTING PLAN DATE: J U N E 2, 2020 SCALE: 1" = 20'-0" DRAWING NUMBER 0 10' 20' 40' N L3,030 PA PERENNIAL AND GROUNDCOVER PLANTING DETAIL SCALE: 1 /4" = 1'-0" FINISHED GRADE 2" DOUBLE -SHREDDED HARDWOOD MULCH EXCAVATE & TILL SOIL TO 12" MIN DEPTH & AMEND NATIVE SOIL W/ 25% DECOMPOSED ORGANIC COMPOST SUBGRADE 12" WIDTH FOR GROUNDCOVERS, 18" WIDTH FOR SMALL SHRUBS 24" WIDTH FOR LARGE SHRUBS ARRAY PLANTINGS IN OFFSET GRID AS SHOWN IF NOT OTHERWISE SHOWN ON PLANTING PLAN _ K CURB OR EDGE OF PAVEMENT Q. N 66 4 PERENNIAL AND GROUNDCOVER PLANTING LAYOUT 0 N 0 L3.60 SCALE: 1 /2" = 1'-0" N vi N Q T 0 i ALBEMARLE COUNTY LANDSCAPE REQUIREMENTS V) a Q co 0 i V1 a� 0 0 Q i .N o� 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 1� ax< J rf B & B SHRUB PLANTING DETAIL 1_3.60 SCALE: 1 /2" = 1'-0" 2"x2"x6' MIN. HARDWOOD STAKES. USE 2 STAKES PER -- — TREE AND SET OUTSIDE ROOT PACKAGE 2"-3" DOUBLE SHREDDED HARDWOOD MULCH, TAPER AT TRUNK. MULCH TO WITHIN 2" OF TRUNK IN PLANTING AREAS. REMOVE ALL WIRE & STRING FROM ROOTBALL AND ALL BURLAP FROM TOP 2/3 OF ROOTBALL r NATIVE BACKFILL SOIL - -- AMENDED WITH 15% ORGANIC COMPOST COMPACT SUBSOIL TO FORM PEDESTAL TO PREVENT SETTLING ORDINANCE REQUIREMENT RATIO CALCULATION REQUIRED QUANTITY EXISTING QUANTITY PROPOSED QUANTITY 32.7.9.6 LANDSCAPING 5% OF PAVED PAVED AREA = 18,211 SF 911 SF 3,689 SF WITHIN A PARKING AND 0.05 * 18,211 SF = LANDSCAPING LANDSCAPING AREA PARKING LOT VEHICULAR AREA + 911 SF AREA WITH TREES WITH TREES OR SHRUBS ONE (1) LARGE OR OR SHRUBS MEDIUM TREE PER TEN 1 (47 SPACES/10) _ 7 TREES 31 TREES (10) PARKING SPACES 5 TREES 5 TREES 32.7.9.8 TREE CANOPY CANOPY EQUAL TO 103,525 SF GROSS SITE* 0.1 = 10,353 SF 2,975 SF 18,201 SF TOTAL TEN (10) PERCENT OF 10,353 SF CANOPY EXISTING GROSS SITE RETAINED (2,975 SF EXISTING + ACREAGE 15,226 SF PROPOSED) i NOTE: PAVED AREA AND GROSS SITE ACREAGES REFER TO AREAS WITHIN THE LIMITS OF DISTURBANCE 0 SEE L3.10 AND L3.20 FOR ADDITIONAL CANOPY COVERAGE CALCULATION INFORMATION. U N O i A N 0 00 %7� ALBEMARLE COUNTY LANDSCAPE REQUIREMENTS 5 TREE PLANTING DETAIL 1_3.60 SCALE: 1 /2" = 1'-0" 3 X ROOTBALL DIAMETER MINIMUM SET TOP OF ROOT CROWN 2" ABOVE ADJACENT GRADE SHAPE SOIL SURFACE TO PROVIDE 3' DIAMETER WATERING RING FINISH GRADE TREE PIT DEPTH=ROOTBALL DEPTH MEASURE BEFORE DIGGING TO AVOID OVEREXCAVATION PREPARE SUBSOIL TO FORM PEDESTAL TO PREVENT SETTLING WEBBED STRAPPING, ARBORTIE OR APPROVED EQUIV., LOOPED TO TRUNK. (2) PER TREE. NAIL OR STAPLE TO STAKE. SET TOP OF ROOT CROWN 2" ABOVE ADJACENT GRADE SHAPE SOIL SURFACE TO PROVIDE 3' DIAMETER WATERING RING FINISH GRADE ROUGHEN SIDES OF PLANTING HOLE TREE PIT DEPTH=ROOTBALL DEPTH MEASURE BEFORE DIGGING TO AVOID OVEREXCAVATION DRIVE STAKES 6" TO 1'-0" INTO UNDISTURBED SOIL BELOW ROOTBALL 3" DOUBLE SHREDDED HARDWOOD MULCH ROUGHEN SIDES OF PLANTING HOLE PULL OR WASH POTTING MIX AND ROOT MAT APART TO DIRECT THE OUTER ROOTS INTO THE ADJACENT SOIL. DO NOT LEAVE CIRCLING ROOTS AGAINST THE ROOT BALL. NATIVE BACKFILL SOIL AMENDED WITH 15% DECOMPOSED ORGANIC COMPOST 2 X ROOTBALL DIAMETER MINIMUM (__3CONTAINER SHRUB PLANTING DETAIL 1_3.60 SCALE: 1 /2" = V-0" SET TOP OF ROOT CROWN 2" ABOVE ADJACENT GRADE SHAPE SOIL SURFACE TO PROVIDE 3' DIAMETER WATERING RING FINISH GRADE TREE PIT DEPTH=ROOTBALL DEPTH MEASURE BEFORE DIGGING TO AVOID OVEREXCAVATION PREPARE SUBSOIL TO FORM PEDESTAL TO PREVENT SETTLING County of Alb niarl Conservation Plan Cbec*;fist �— To be placed on Landscape Plans (Handbook, pp - 84- .-2 for �complete specifications) 1. T1ujo1,jgw� .Reins shall be shown on the fan, Trees to be saved; Limits of clearing (outside dripline of trees to be saved); Location and type off : protective fencing, Grade changes requiring tree wells or walls, Proposed trenching or tunneling beyond the limits of cleariria . s All trees to be saved shall be marked with print or ribbon at height clearly visible to equipment operators. No grading shall beJn until the tree marking has been inspected and approved by a County inspector, 3. ' obst °n tioa ' of en Tree preservation and protection measures shall be reviewed with the contractor on site. 4. L,', ut meet OiMration Stoa Heavy equipment, vehicular traffics and storage of construction materials including soil shall not be permitted within the driplines of trees to be saved. Solt Erosion and Ito° �tentfoneesM Such devices shall not adversely aff�ct trees to be sav l.. 6. es Fires are not permitted within 100 feet of the drip]Me oftrees to be saved. . Toxic Materials: Toxic materials shall not be stored within 100 feet ofthe dri line oftrees to be saved. 8. k.rotective Fencing Trees to be retained `within 4 feet of a proposed build rr or° grading activity shall b protected by fencing, Fencing shall ' e in place and shall be inspected and approved by a County Inspector prior to s�rading or construction, 9. Free Afs 'hen the ground level must be raised within the dri line of a tree to � saved, a tree well shall be provided arid construction detail p p submitted for approval. 10. 'ne 'V Is When, the ground level must be lowered within the dripline a tree to be saved, a tree wall shall be provided-, arid a COrlStrLiCtion detail submitted for approval, f.l . 2, eneh n an 'TuAll fla When trenching is required within the limits ofcle;a in& it shall be done as par away f orte the trunks of treesas possible. Tunneling under a large tree shall be considered as an alternative when it is anticipated that necessary trenching will destroy feeder roots, jeang Protective f�,ncing shall be the last iterns removed during the final cleanup. 1.3. 1 gg4 `h s: Damaged trees shall be treated immediately by pruning. fertilization or other rnethods recommended by a tree specialist. NOTE.- IT IS THE. DEVELOPER'S 1 "il ONSIBIL TY TO CONFER WITH THECONTRACTOR ON TREE CONSERVATION CONTIRACT PURCHASER SIGNATURE (DATE) 5/1/06 Page 1 of 1 6 CONSERVATION PLAN CHECKLIST 1_3.60 SCALE: NTS NELSON B Y R DMW � WOLTZ LANDSCA 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 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 CHECKED BY: EG DRAWING TITLE PLANTING DETAILS DATE: J U N E 2, 2020 SCALE: AS SHOWN DRAWING NUMBER _ \ L3.60 ) SCALE: NTS V) i z L'CG d 71,qql2o �.� • �. s ill-� r I, o tr l r KESWICK HALL L —`% ! TYPE: CATALOG NUMBER: / p / rn .ryry NOTES., B7 ,gyp CATALOG NUMBER LOGIC CD-Vt3 LEC1 GZ2 Example: CD-VB - LED - e23 - SAP Material Blank Aluminum B - Brass Series CO-V8 Core Drill Vertical brick Star" Source LW - V Technology with integral Driver LED Type e22 AWLED/3x e24 - 8WLED/Red e26 - 8WLEVillue e23 - 8WLED/0 e25 - 8WLED/Green e27 - 8WLED/Amber Finish (Aluminum Finish Brass Faceplates Powder Geat Color 3 Satin i Wrinkle Machined + trtAG � �Br4nte., _ L BZP I 82W Polished POL slack 91,P OLW 1 M n nc MtT i �- WhitetGloss) WHP WNW-1 Aluminum SAP I Verde VER Also available inPramimafvioNs See submittalSUB-r439-00 LM75 DATA L70 DATA Input Watts Minimum Rated Lite (hrs,) SK No. CCT mp,) (ryp.) CHI (Pip.) 70%of initial lumens (Lid) e22 3100K 8.4 80 50,000 e28 41OOK 8.4 66 50,000 e24 Red (627nm) 7.9 -- 50,000 e25 Green (530om) 8.4 50,000 e26 Blue (470nm) 8.4 50,000 en Amber (590nm) 7.9 . 50,000 40429 Brickyard Drive . Madera, CA 93635 • USA SUBMITTAL DATE DRAWING NUMBER , , 559A38.6800 • FAX 559A3B.59Da w �}-22-I 0 SUI3QQ 1 Q25 w4bklighting,cGm • into@bklighting.com 'THIS ncruMcnT COPrTAINS PRKjGRJCTARr[tirURMATiON C%Bit UGtinPJSz tNE-ANUIi'5 RELUFT OR IMsLWUN VOLS140r LOHVEY MY Ric H15 TU REPRODUCE,DAS(LOSE ITS CONTEM5' OR To MMUFAC11AE- USE OR SELL ANWWRGiT MAYt* CROBE IIEPRODUCTION, DISCLOSURE 00 USE'WTHOUT 9PELIFICWRIIMN AViRpni?ATION OF a-$ ticiMNG, Pic IS STRICTLY FORIIIOMN TIMBER PATH BOLLARD - 'Ll' OPTION 1 JC;ALL: NIS Largei(;►) Specification Shut Ordering Guide Example: CF5 T A GF 2 N D 1508 E Product Code CF6 Large Pima Mounting T Top Arm Finish A Black a White 1- H Bronze I !F uray J Careen { i Lens GF Flat. Mass Optics 2 Type Il ��—�%�� __ 3 Type III pe IV (59 CM) � 5 Typo V L , V Type V Vertical Photo Control N None Socket D Medium _.. G Mogul \ Wattage 150S 15OW HPS 60PAR/xsx/WFL/ 250's 25OW HPS °2 150H 15OW PMH 1050 INITIAL LUMP 250H 25OW PMH Voltage E 12OV F 208V FINISH TO BE DETERMINED, G 240V H 277V K 347V 01- °1 Vertical (amp (V), Medium base (0) only with Flat Glass. Glass sag tens used with Vertical Mogul base (G) tamping. U '2 Available with Mogul base (G) socket only. O N Specifications O N HOUSING- 413F, Low -Copper cast aluminum, 0.090" thick spun aluminum. Easy access to lamp, Two (2) stainless steel '*-turn fasteners secure the lens irame. A weatherproof ballast assembly isolates the ballast from water and heat for longer life. All nxtforrous fasteners prevent corrosion andonsure longer life, FINISH. c- Thermoset polyester powdereoat is electrostatically applied after a five -stage conversion cleaning process and banded by heat fusion thermosetting- Laboratory tested for O superior weatherability and fade resistance in accordance with ASTM B-117-64 and ANSI/ASTM G53-77 speciflcat(ons. For larger projects where a custom color Is required, —1 contact the factory for more information. >' OPTICAL ASSEMBLY: Type II Cutoff. Type III Cutoff. Type IV Cutoff. Type V Cutoff. Type V Cutoff (Vertical Lamp). Precislon formed, segmented speoular aluminum Internal cutoff reflector with horizontal lamp mounting. Reflector is rotatable In 90° Increments. Clear tempered flat glass lens. O LAMPING- MH and 11135 Medium base: E17. MH and 26OW HPS Mogul base; ED28. HPcu' Mogul base: E23.5. ELECTRICAL ASSEMBLY: Ballast assemblies are mounted to an aluminum plate or spinning, which is mounted inside the ballast housing. 4kv rated ntadiurn base porcelain socket, Nickel -plated screw shell with cantor contact. 4kv rated mogul base porcelain socket. NiCkof-plated screw shell with center contact. BALLAST: vi All Hit) ballasts are core and coil and regulated with power factors better than 90% (HPF). Ballast provides +/- 6% lamp power regulation with +/- 10% input voltage regulation. = Ballasts are factory pre -wired and tested. Meta( halide ballasts are capable of starting at -20' F or -30' C and HPS at -40'F or -40°C. NOTE: All ballasts are I ISA / Title 20 / Title 24 compliant where applicable. O 0 MOUNTING: Top Arm Mount M. Arm sold separately, Mounting adapter welded to fixture housing. C -1-- CERTIFICATIONS: c— ISO 9001:2000 Registered Page 1 of 2 J O PHILIPS Note: Hadco reserves the right to modify the above details to reflect changes in this cost of materials and/or production and/or design without prier notice. } 100 Craftway Liltiestown, PA 17340 tel(717) 359-7131 fax (717) 359-9289 www.hadco.com Copyright 2008 Philips O CN J 0 n a) V 3 HADCO PIMA ON CUSTOM TIMBER POST - LIGHT 'L4' L2.03 SCALE: NTS MI 0 / 0 0 M 0 / 0 Q U / N Q 0 / U 0 0 n a F1r.x, CORE DRILL VERTICAL BRICK STARTM ' L- IS�` •*•*••a".,," PROJECT; ff'tG%%stf7CJ TYPE; L.-- 7 SIDE VIEW FACEPLATE t7I~TAIL 3" 13/4" — 31/4" _._. (76mm) (44mm) (83mm) a .. 4 a " (t 27mnr) 2 1/4" Dia. (57mm) 3 St16" Cr.C. (84mm) � 4 a Accessories fccnaguresepardwyi Remote options; TA ieRes PMRM, SPECIFICATIONS GreenSource Initiative':" Lens Finish Metal and packaging components ate made from recycled Shock resistant, tempered, glass tens 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 produced onsite. Returnable to manufacturer at end of INe coinpartment aluminum components prior to application of Class W TGIC to ensure cradle-to•cradle handling. Packaging contains no polyester powder coating. Brass components are available chlorofluorocarbons (CFC's). Use of this product may BKSSL" in povider coat at handcrafted metal finish, qualify for GreenSource efficacy and recycling rebatets). Integrated solid state system with'e'technology is scalable Consult wtiw.bklighting.com/greensource for program ror 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 STAR` 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 (Type 360). USDOE (www. ightingfacts.com). ETL Listed to ANSUUL LM-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 (1.70). BK55L CAN/C5A C22:2 Na. 9, CSA TIL 8.588. Rolls compliant, Allows for mounting into existing structures that will not technology provides long fife, significant energy reduction Suitable for indoor oroutdoor use, Suitable for installation easily accept a standard box. 2-1/2' dia. hole required for and exceptional thermal management, in combustible materials (Type Non -IC), Suitable for use in slip fit. wet locations: Suitable for installation within 4' of the optics and Cutoff ground. Made in USA. Body Fully machined from solid billet. Unibody design provides Rectilinear design provides wide lattrral distribution and long forward throw. 9;ciptical Cutoff for mounting heights lighttiig enclosed, water -proof wifeway and integral heat sink for well below typical visual glare angles. i ,T facts maximum component life. High temperature, sil one'O' Ring provides water -tight seal. Provided with hard -coat Transformer rr ainarey:rrrecrrae�m rxarch bn:cotparutro 'Enrrgp 5+af n a rrgrstered bCdaaatk M rb° Umied SJaus En+n<rrmrnra! (Type Ili) black anodize finish for maximum corrosion For use with l2VAC t�iKaa� remote transformer. arotetagnAgenry resistance. Weather -Eight cable connector with T0,' iIlGa„ 2 wire low voltage cable. Wiring Teflon' coated, 18AWG, 600V, 250' C rated and certified to Faceplate UL 1659 standard. Cast construction with machined finish, Countersunk holes provide for flush hardware mounting (by others). Hardware Tamper -resistant, stainless steel fixture hardware. Mountino hardware brothers. a 40429 brickyard Drive a Madera, CA M36 - USA 559.438,6800 - FAX 559.438.5900 SUBMITTAL DATE 4-22-10 I OR"ING NUMBER SUB001025 www,bklighting.com • Into@bkfighting.com 3• LIGHT FIXTURE L-4 Orr x 6' WOOD POST PLANTED SURFACE CONCRETE FOOTING 4" 3,�4" CONDUIT ON BACK OF POST 3T OUTPUT teskdtaKURV-Tfi,U1SCDRY LENSA(0LED'asirsdy COIRIECTORIWIREIR I CONNEC70R)YIIREOUT - - -. - SO - - —HO ' 'dHf7 ENO/oL-; EN4/il,� ;tawBRL , BW , BRL taw �. _._._._ - _..-.. _r. _ Oor BSartfald4uD�� Ni}hAput UBHH19bUu<Ruk: 16,x7tk 3 0 uJit 6 0 w1R EW)OL ENCITL rIClCL EruAL E40A,L ENGJTL LN'CAI LM On LMiGPI W I r"AI LA c,nI al GAI 941(GI 182 -04: ! � -. , (p VVV � 2200K 2700K lint 9S:.197( 93 93 274 `94 2b1 1f01 98 1U3: 97 20R. 90 195, 93 27H: 99 _ 247 99 Enoap�6ted Enoapsraled Bam'Nie 24" Male Barrel 1 BateNiire 2A" FBmale 8arral ri8��90 109!9&= `2ni 98 `198 98 N98:-97 ' `_g1 in C122r n Trdns uaant 3000K 350OK 277 121 M115' 95 213; 93 203 97 3 5' 97 295 97 4-0UDK f23 U6: t21 ; 9(i-..C29i 97 2i3 9F 294,.,n17 , 28J :97: TYPE .............. flOUtiTING NOTE:2cII�FYarIN4a perArst lx',ivip pmdd3d para4Nl9r-nal mat StNALE (Input any} � vrsc ]FILCvY V C SPzmles� .,aairtle•s While Smug 3v ; Rrdid Lock Channel; 114"Itla Clip Side uraz2 Channel iG Jca:ntf} PA SETHROMH(InpRI?Output} O7Y:[::A orY:C om= 07Y� pt P;[-;_ out :PPS PP$rff VIEWIN0ANGIE 'put r cM ' Ou T 1 In In ° I In i r s.. Seamle�; �r o OHUER EXAMPLE P4 P4 S4 PVC Mouni Pi PVC Channei P LEDs cis W4 DivA Fie¢ t1TY�- i (]rY FLEXIBILITY SEARLESS ENDCAPS (i10FEED i ENDCAPS (WITH FEED) DItlEN510NS — --- Sh AD A#f Par-VN , CL ilia ; Ern as Fend TrtGzai •lyM'.AuMe [onwtusysv .. I 301 sz.33.34P2,73.P4 4x• W_- .. t 1 Prof➢e Profile Profila 3n26vnd onlnidlreOnnai CLEAREHG7.4P5 JINITEcNCCAPS 4lHITPRM.4F6 '61111EENWAY` (9tardatd} Scamisss&aIIeI (Sawn lessBaleWire) 6"BendingR;dm; Nflydows-0"added atend ,0"addedate W .0"added at and .32"eddedatend 85,S4,P5 na`dimafiot 10`iilrrliw 3fYdMmsprn 42_0IMSDOI 3, PF9,ECT NAME j DATE :9QMPANYi TYPE N9TE 0 21319 G-Ttan Inc At rights msenrad 1 155 HAI St, MiIorl, CT P6460 I 2R3 7678777 I sNas*q-imn cort, I =6 ecifitatian su6iact fin charvan 1 Rev-1120-11 LPL1 Centinela Type: L-1 Cat. #: LPL1 -T/R9-BLP LPLI "Centinela" The Centinelta is a stylish, low energy LEIS path light. Its contemporary design and slim profile a11ow it to blend seamlessly into the surrounding landscape. The Centinela is built with a state of the art LED 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" e3600 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 Centineta has no equal. Specifications Light Source: High -brightness LET} (light emitting diode) LED Life (L70): 50,000 hours average Input Voltage. 5 to 15 V. AC or DC Current Dating: 700ma (0.70 Amps) Watts: 2.5 W Color Temperature: 2900 CCT (K) Typical 12 VOLT 3 V2" REMOTE ORDERING GUIDE: LPLI TRANSFORMER f { REQUIRED I L (LED) PL (PathIight) 1 (Series) Mount Options Finish 4 T/R 9 BLPus I [U2] 1/2" MALE THREAD [NAT] NATURAL, [G/S] GROUND STAKE *INCLUDED [BLP] BRONZE LIVING PATINA [T/R.] TRIDENT SPIKE 6" 9" OR 12" [P/S] POWER STAKE 120V.-12V: KESWICK HALL I CHARLOTTESVILLE, VIRGINIA SURFACE -MOUNTED 1I1-1EAR LED U14DEMATER LIGHTAT FOUNTAIN L-13 r 249 WEST 94TH STREET, SUITE 707,NEW YORK, NY 10001 1 TEL 212 966.4107 1 FAX 31C 5.52 2192 4 113' LINEAR LED LIGHT L2.03 SCALE: NTS Natural Finish P/S T/R *G/S 1/2" 11,11,09 Ina continuinilproduct improvement prograw, Aamrali EC rer,en ex the right to enocliry paxlact el i6ea€inns withnut notification. Copyrig1112CA)7 AuroriEgiii, iiic. 19 1/2" 495 anni 2 AURORALIGHT 'CENTINELLA' PATH LIGHT - 'Ll' OPTION 2 1_2.03 SCALE: NTS 1 5181, 4imm NELSON BY R DFill 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 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 CHECKED BY: EG DRAWING TITLE SITE LIGHTING DETAILS DATE: JANUARY 06, 2020 SCALE: AS SHOWN DRAWING NUMBER N O O 00 / 4 L2,90 *IROPERTY LINES SHOWN IN BLUE J J J. U U J U i U i J i U I J i J i J . I U.1 U, i U . I J . i U. i J . I J . I J . i J . i U . i U . i U.i J . i U . i J . i J . U J.0 J . U J . J J . J U U,.Aj_ J . J U . U U- U . U U . J J . U U . U J . J J . J J . U J J . J J . 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Lumens LLF Description 22 L- I SINGLE 86 1.000 BQ-LED-e23-0-DEGREES; SQ-LED-e23-0-DEGREES; ------- 3 DF-M BACK -BACK 1100 1.000 -VB-LED-e23-0-DEGREES GE LED14D OMNI 827-E27 12 L-2 SINGLE 98 1.000 E I -S-24-3W 8 L-4A SINGLE 10544 1.000 CF5TAGF3NG250SE 1 L-4 B t SINGLE 10544 1.000 CF5TAGF3NG250SE-HS Fffii 0 W Owl An �Q IN 0, NELSON MM BY RD mia W LTZ LA N D S C A P E ARCHITECTS 310 East Market Street Charlottesville VA 22902 T 434.984.1358 F 434.984.4158 www.nbwla.com _j _j sr CV 0 < U U _j 0 0 _j 0 <L Z 0 W ULLj LU z z r-- 0 LIJ CL U D < V) W W ry (f) LLJ 0) NO. 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Guest Parking ___ - i, __ - Illuminance � ________ Fc � _______ 2.05 - 6.5 0.4 5.13 16.25 � I : ! : I________ __ - __ _____ � i Landscape � ; I Illuminance - ____ ____ Fc I - - ________ �: 0.30 . 11.3 __ - � 0.0 .__ __ - - __ ______ : N.A. - : N.A. � � __ _____ - - - ____ - ___ I � Landscape Stairs __ -f-- ___ __ - ____ , I Illuminance - - __ Fc � - __ __ - 0.55 I � : , 2.5 ___ - : �! 0.2 ___ __ ____ - __ i � � i 2.75 - __________ - I 12.50 � i � Main Entry Path __ ___ t - ______ ; ! 1 Illuminance � : i I Fc __ - 1.81 : � 1 4.5 ____ - � 0.2 - ___ 1 : 9.05 . __ 22.50 - - --- ! 1 NW Parking � Illuminance Fc 2.48 6.9 0.3 8.27 1: 23.00 ____ - I: ! Pathways - - ___ ____ ____ - Illuminance - _______ � -_ --- --- - - --- - I Fc - - - -- __ ___ __ 1.81 - - 9.5 . ____ - --------- - 0.1 - _____ - - 18.10 - - ____ ! 95.00 ____ - - - r___ � Property Line and I O' Beyond ____ - __ Illuminance - Fc . - 0.00 - ____ - 0.0 . __ - 0.0 - _� N.A. - - ______ - - - - N.A. __ --- - ; I --- I Staff Parking Illuminance Fc 2. 68 8. 6 0.5 5.36 I 17.20 7.20 --- ---------- - - I __ - - - - - - _____ __ 1 __ --- - - __ -------- __ j - - Luminaire Schedule . - Symbol ! I Qty Tog � - � Arrangement - _( _I 11 22 : � L_ I : SINGLE ( -1- __ __ - � i 11 . I 1 ! i 3 : i DF-M - - __ BACK -BACK 1 12 L-2 � i ( i SINGLE 11 8 L-4A : SINGLE . ____ - - I - - - __ __ - L-4 B - - - _ __ - - SINGLE � I I � I 11111� 11 I I , 11 jii�� 11 � . � � � 01929 HANOVER i kk � 111111 1,11[k I I 0 :0 11 � 11� IS I ,491 111111111,11 umi I 11 111111 � 'g, I L S) 0 IN W, B Y H R D 0 M W 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 01.15.2020 PERMIT 2 05.20.2020 REV 2 STAMP - �, � -1-, `, 11 -1 . , L , . � � , � " � �, . , ,_ , ,,,� i: . -,,,, -, ". _1_,,_,, 11, � � V I __ � I __ PROJECT NAME CENTRAL ENERGY PLANT AREA PROJECT NO.: KSH 1806 DRAWN BY: STB CHECKED BY: DLU DRAWING TITLE 6*M I - F- lip. 00 A � ; . I 12,000-064- _Wj =� DATE: JANUARY 15,2020 SCALE: 11, = y-o'' 8 DRAWING NUMBER LPL C,� '(/�dI'IZ 4