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SDP201800016 Letter of Revision Letter of Revision 2 2019-10-18
��RGIN�P ,wiFf COUNTY OF ALBEMARLE Department of Community Development 401 McIntire Road,North Wing Charlottesville,Virginia 22902-4596 Phone(434)296-5832 Fax(434)972-4126 October 18, 2019 Andrew Allison Timmons Group RE: LOR#2 for SDP-201800016, Tax Map/Parcel #08000-00-00-008Z0 Mr. Allison, This letter approves your submitted Letter of Revision for the above referenced site plan. The letter of revision proposes the changes as shown on the plans and letter dated 10/17/2019. There are no other changes to the approved plan proposed. This is the second (2nd ) Letter of Revision for this site. Three (3) Letters of Revision are allowed, after which all required changes must submitted in the form of a site plan amendment. Sincerely, ) n t ,— Megan Nedostup, AICP Principal Planner County of Albemarle Department of Community Development Phone: (434)296-5832 Ext 3004 Attachments: Site Plan Change,application,and request letter GENERAL NOTES 1. CONTRACTOR SHALL COORDINATE ALL REQUIREMENTS FOR AS BUILT DOCUMENTATION, AS REQUIRED BY THE LOCALITY. THIS INCLUDES, BUT IS NOT LIMITED TO, TESTING, INSTALLATION DOCUMENTATION, SURVEY, ETC. ALL REQUIREMENTS SHALL BE DISCUSSED WITH THE LOCALITY PRIOR TO BEGINNING CONSTRUCTION. 2. ALL MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION'S SPECIFICATIONS AND STANDARDS. 3. PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR SHALL CONSULT THE ENGINEER AND VERIFY THE APPROVAL OF THE PLANS BY ALL FEDERAL, STATE AND LOCAL AGENCIES. 3. LAND USE PERMITS (LUP-A) MUST BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION PRIOR TO BEGINNING ANY CONSTRUCTION WITHIN THE EXISTING STATE MAINTAINED RIGHT OF WAY (INCLUDING ACCESS). 4. VDOT IS TO RECEIVE WRITTEN NOTIFICATION 48 HOURS PRIOR TO COMMENCING WITH INITIAL CONSTRUCTION ACTIVITIES. 5. THE CONTRACTOR SHALL VERIFY THE ELEVATIONS OF ALL POINTS OF CONNECTION OR PROPOSED WORK TO EXISTING CURBS, SANITARY LINES, WATERLINES, ETC, PRIOR TO CONSTRUCTION. 6. UPON DISCOVERY OF SOILS THAT ARE UNSUITABLE FOR FOUNDATIONS, SUBGRADES, OR OTHER ROADWAY CONSTRUCTION PURPOSES, THE CONTRACTOR SHALL IMMEDIATELY CONTACT THE OWNER. THESE AREAS SHALL BE EXCAVATED BELOW PLAN GRADE AS DIRECTED BY THE OWNER'S REPRESENTATIVE, BACKFILLED WITH SUITABLE MATERIAL AND COMPACTED IN ACCORDANCE WITH SPECIFICATIONS. 7. ALL STORM SEWER DESIGN AND CONSTRUCTION TO BE IN ACCORDANCE WITH VDOT STANDARDS, 8. ALL STORM SEWER PIPE SHALL BE REINFORCED TONGUE AND GROVE CONCRETE PIPE IN ACCORDANCE WITH ASTM-C-76. PIPE WITHIN THE RIGHT OF WAY SHALL BE MINIMUM CLASS III OR GREATER IN ACCORDANCE WITH CURRENT VDOT STANDARDS AND SPECIFICATIONS. 9. IF PRE -CAST UNITS ARE TO BE USED, VDOT SHALL BE NOTIFIED AND THE MANUFACTURER SHALL SUBMIT DRAWING DETAILS FOR REVIEW. CERTIFICATION AND VDOT STAMP WILL BE REQUIRED ON ALL UNITS. 10. ALL CONCRETE SHALL BE A3-AE (AIR ENTRAINED 3,000 PSI), UNLESS OTHERWISE NOTED. 11. ALL ENTRANCES ARE TO BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH CURRENT VDOT STANDARDS. 12. DESIGN CHANGES, SPECIFIED MATERIALS CHANGES AND/OR FIELD CHANGES FROM THE APPROVED PLANS NEED TO BE RESUBMITTED TO THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK. A LETTER OF EXPLANATION SHALL ACCOMPANY THE REVISED PLANS AND/OR THE DRAINAGE CALCULATIONS, WHICH MUST BE SUBMITTED AND APPROVED BY THE ENGINEER. 13. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES SHOWN ON PLANS IN AREAS OF CONSTRUCTION PRIOR TO STARTING WORK. CONTACT ENGINEER IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT FROM THAT SHOWN ON PLAN. IF THERE APPEARS TO BE A CONFLICT, AND/OR UPON DISCOVERY OF ANY UTILITY NOT SHOWN ON THIS PLAN, CALL MISS UTILITY OF CENTRAL VIRGINIA AT 1-800-552-7001. THE OWNER SHALL BE RESPONSIBLE FOR THE RELOCATION OF ANY UTILITY WITHIN EXISTING AND/OR PROPOSED RIGHT-OF-WAY REQUIRED BY THE DEVELOPMENT. 14. CASING SLEEVES SHALL BE PLACED AT ALL ROAD CROSSINGS FOR GAS, POWER, TELEPHONE AND CABLE TV SERVICE TRUNK LINES. (N/A) 15. THE INSTALLATION OF SEWER, WATER, AND GAS MAINS (INCLUDING SERVICE LATERALS AND SLEEVES) SHALL BE COMPLETED PRIOR TO THE PLACEMENT OF AGGREGATE BASE COURSE. 16. VDOT & ALBEMARLE COUNTY APPROVAL OF CONSTRUCTION PLANS DOES NOT PRECLUDE THE RIGHT TO REQUIRE ADDITIONAL FACILITIES AS DEEMED NECESSARY. 17. VDOT SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE AND PERFORMED THE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY SURFACE COURSE(S). CONTACT THE OWNER'S REPRESENTATIVE FOR INSPECTION FOR THE AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE COURSE(S). 18. A PRIME COAT SEAL BETWEEN THE AGGREGATE BASE AND BITUMINOUS CONCRETE WILL BE REQUIRED AT THE RATE OF 0.30 GALLONS PER SQUARE YARD (REC-250 PRIME COAT) PER VDOT STANDARDS AND SPECIFICATIONS. 19. THE SCHEDULING OF AGGREGATE BASE INSTALLATION AND SUBSEQUENT PAVING ACTIVITIES SHALL ACCOMMODATE FORECAST WEATHER CONDITIONS PER SECTION 315 OF THE ROAD AND BRIDGE SPECIFICATIONS. 20. THE OWNER'S REPRESENTATIVE SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE AND PERFORMED THE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY SURFACE COURSE(S). CONTACT THE OWNER FOR INSPECTION FOR THE AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE COURSE(S). 21. A GEOTECHNICAL ENGINEER IS TO ASCERTAIN CAUSE AND CERTIFY RECOMMENDED METHOD OF REPAIR FOR ALL PAVEMENT STRUCTURAL FAILURES PRIOR TO STATE ACCEPTANCE. (N/A) 22. ALL VEGETATION AND ORGANIC MATERIAL IS TO BE REMOVED FROM THE PROPOSED PAVEMENT LIMITS PRIOR TO CONDITIONING OF THE SUBGRADE. 23. CERTIFICATION AND SOURCE OF MATERIALS ARE TO BE SUBMITTED TO THE OWNER'S REPRESENTATIVE FOR ALL MATERIALS AND BE IN ACCORDANCE WITH THE ROAD AND BRIDGE SPECIFICATIONS, AND ROAD AND BRIDGE STANDARDS. 24. APPROVAL OF A DETAILED CONSTRUCTION SEQUENCING/MAINTENANCE OF TRAFFIC NARRATIVE FOR THE WORK ZONE IS A PREREQUISITE FOR ISSUANCE OF A LAND USE PERMIT ALLOWING ACCESS TO AND CONSTRUCTION WITHIN VDOT MAINTAINED RIGHT OF WAY. (N/A) 25. GRADE LINES ON PROFILES DENOTE FINISHED GRADE OF CENTER LINE OF ROAD. (N/A) 26. ALL APPROACH GUTTERS TO SAG INLETS SHALL MAINTAIN A MINIMUM SLOPE OF 0.004 ft./ft, 27. WHERE A TYPE "B" NOSE IS SPECIFIED ON AN INLET IN CONJUNCTION WITH ROLL FACE CURB AND GUTTER OR CG-7, THERE SHALL BE A 20' TRANSITION ON EACH SIDE OF THE INLET. (N/A) 28. CONTRACTOR SHALL PROVIDE A SEQUENCE OF CONSTRUCTION/MAINTENANCE OF TRAFFIC PLAN IN ACCORDANCE WITH THE STANDARDS AND GUIDELINES CONTAINED IN THE 2011 EDITION OF THE VIRGINIA WORK AREA PROTECTION MANUAL FOR REVIEW BY THE ENGINEER, OWNER'S REPRESENTATIVE, AND VDOT PRIOR TO STARTING WORK THAT IMPACTS TRAFFIC ON STATE ROADS. 29. ALL NEW HANDICAP ACCESSIBLE REQUIREMENTS ON -SITE AND WITHIN ALL NEW STRUCTURES SHALL COMPLY WITH THE 2006 UNIFORM STATEWIDE BUILDING CODE, 2006 VIRGINIA CONSTRUCTION CODE, AND ICC/ANSI 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 USB 11. ALL WATER LINES, SEWER LINES AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL y INSPECTION PERFORMED BY THE BUILDING DEPARTMENT. 1. BLASTING SHALL NOT BE PERMITTED ON THIS PROJECT. ALBEMARLE COUNTY STORMWATER MANAGEMENT NOTES 1. ALL DAMS AND CONSTRUCTED FILL TO BE WITHIN 95% OF MAXIMUM DRY DENSITY AND 2% OF OPTIMUM MOISTURE CONTENT. ALL FILL MATERIAL TO BE APPROVED BY A GEOTECHNICAL ENGINEER. A GEOTECHNICAL ENGINEER IS TO BE PRESENT DURING CONSTRUCTION OF DAMS. 2. PIPE AND RISER JOINTS ARE TO BE WATERTIGHT WITHIN STORMWATER MANAGEMENT FACILITIES. 3. FOR TEMPORARY SEDIMENT TRAPS OR BASINS WHICH ARE TO BE CONVERTED TO PERMANENT STORMWATER MANAGEMENT FACILITIES; CONVERSION IS NOT TO TAKE PLACE UNTIL THE SITE IS STABILIZED, AND PERMISSION HAS BEEN OBTAINED FROM THE COUNTY EROSION CONTROL INSPECTOR. ACSA GENERAL WATER & SEWER CONDITIONS 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES, AS NECESSARY. 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE AND A HALF (3.5) FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 9. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. 10. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). GENERAL CONSTRUCTION NOTES FOR EROSION AND SEDIMENT CONTROL 1. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE -CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. 2. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS. 3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. 4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. 5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF -SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. 6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. 7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. 8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. 9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF -PRODUCING EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. 10. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA. 11. ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH FILL SHALL BE INERT MATERIALS ONLY, FREE OF ROOTS, STUMPS, WOOD, RUBBISH, AND OTHER DEBRIS. 12. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER ZONING ORDINANCE SECTION 5.1.28. 13. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13-301 OF THE CODE OF ALBEMARLE. 14. BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT SHALL BE LIMITED TO THE HOURS OF 7:OOAM TO 9:OOPM. 15. BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAT MAINTAINS LATERAL SUPPORT, OR ORDER TO MINIMIZE ANY HAZARD TO PERSONS, PHYSICAL DAMAGE TO ADJACENT LAND AND STRUCTURES/IMPROVEMENTS, AND DAMAGE TO ANY PUBLIC STREET BECAUSE OF SLIDES, SINKING, OR COLLAPSE. 16. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR CONVERT TO PERMANENT STORMWATER MANAGEMENT FACILITIES WHERE APPLICABLE ALL EROSION CONTROL MEASURES REQUIRED BY THIS PLAN REGARDLESS OF THE SALE OF ANY LOT, UNIT, BUILDING OR OTHER PORTION OF THE PROPERTY. 17. TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. SEEDING IS TO BE AT 75 LBS/ACRE, AND IN THE MONTHS OF SEPTEMBER TO FEBRUARY TO CONSIST A 50/50 MIX OF ANNUAL RYEGRASS AND CEREAL WINTER RYE, OR IN MARCH AND APRIL TO CONSIST OF ANNUAL RYE, OR MAY THROUGH AUGUST TO CONSIST OF GERMAN MILLET. STRAW MULCH IS TO BE APPLIED AT 80LBS/100SF & PROPERLY SECURED. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 18. PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, AND MULCH. AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED AT 90LBS/1000SF, INCORPORATED INTO THE TOP 4-6 INCHES OF SOIL. FERTILIZER SHALL BE APPLIED AT 1000LBS/ACRE AND CONSIST OF A 10-20-10 NUTRIENT MIX. PERMANENT SEEDING SHALL BE APPLIED AT 180LBS/ACRE AND CONSIST OF 95% KENTUCKY 31 OR TALL FESCUE AND 0-5% PERENNIAL RYEGRASS OR KENTUCKY BLUEGRASS. STRAW MULCH IS TO BE APPLIED AT 80LBS/100SF & PROPERLY SECURED. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 19. MAINTENANCE: ALL MEASURES SHALL BE INSPECTED WEEKLY AND AFTER EACH RAINFALL EVENT. ANY DAMAGE OR CLOGGING TO STRUCTURAL MEASURES SHALL BE REPAIRED IMMEDIATELY. SILT TRAPS SHALL BE CLEANED WHEN 50% OF THE WET STORAGE VOLUME IS FILLED WITH SEDIMENT. ALL SEEDED AREAS SHALL BE RESEEDED WHEN NECESSARY TO ACHIEVE A GOOD STAND OF GRASS. SILT FENCE AND DIVERSION DYKES WHICH COLLECT SEDIMENT TO HALF THEIR HEIGHT MUST BE CLEANED AND REPAIRED IMMEDIATELY. 20. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS OF FINAL SITE STABILIZATION, WHEN MEASURES ARE NO LONGER NEEDED, SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 21. THIS PLAN SHALL BE VOID IF THE OWNER DOES NOT OBTAIN A PERMIT WTIHIN 1 YEAR OF THE DATE OF APPROVAL. (WATER PROTECTION ORDINANCE SECTION 17-204G.) 22. PERMANENT VEGETATION SHALL BE INSTALLED ON ALL DENUDED AREAS WITHIN NINE (9) MONTHS AFTER THE DATE THE LAND DISTURBING ACTIVITY COMMENCED. (WATER PROTECTION ORDINANCE SECTION 17-207B) 23. NEW RETAINING WALLS 3 FEET AND HIGHER REQUIRE A SEPARATE BUILDING PERMIT. IF RETAINING WALLS ARE WITHIN MANAGED CRITICAL SLOPES, THE DESIGN MUST COMPLY WITH ALBEMARLE COUNTY CODE CHAPTER 18 SECTION 30.7.5. ROADS LEGEND TRAFFIC STOP BAR ® STORM PIPE & STRUCTURE NO. ® DROP INLET & STRUCTURE NO. CURB CURB & GUTTER DRY CURB & GUTTER PROPOSED PAVEMENT PAVED DITCH JUTE MESH DITCH - - CENTERLINE OF DITCH { BENCH MARK CLEARING LIMITS -9- R-1 VDOT STANDARD STOP SIGN 200 EXISTING CONTOUR 200 PROPOSED CONTOUR + 240.5 EXISTING SPOT ELEVATION TC 240.5 PROPOSED SPOT ELEVATION 10 PARKING COUNT SEWER EXISTING SANITARY SEWER WATER EXISTING WATER LINE g' Wy PROPOSED WATER LINE -0- g' W PROPOSED VALVE -1 g• Wy PROPOSED TAPPING SLEEVE T_& - 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 KESWICK HALL ADDITIONS AND SITE IMPROVEMENTS (SDP-2018-016) SCALE: 1" = 20' ALBEMARLE COUNTY LETTER OF REVISION #1 FINAL PLAN GENERAL NOTES TIMMONS GROUP (General Construction Notes 1. Prior to any construction within any existing public right-of-way, including connection to any existing road; a pennit shall be obtained from the Virginia Department of Transportation (VDOT). This plan as drawn may not accurately reflect the requirements of the permit. Where any discrepancies occur- the requirements of the permit shall govern. 2. All materials and construction methods shall conform to current specifications and standards of VDOT unless otherwise noted. 3. Erosion and siltation control measures shall be provided in accordance with the approved erosion control plan and shall be installed prior to any clearing, grading or other construction. 4. All slopes and disturbed areas are to be fertilized, seeded and mulched. 5. The maximum allowable slope is 2:1 (horizontal:vertical). Where reasonably obtainable, lesser slopes of 3:1 or better are to be achieved. 6. Paved, rip -rap or stabilization mat lined ditch may be required when in the opinion of the County Engineer, or designee, it is deemed necessary in order to stabilize a drainage channel. 7. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic Control Devices. 8. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe - Class II1. 9. All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR Part 1926). Letter of Revision #1 Summary • Note #11 has been added per comments received from Michael Dellinger i" TYPE 21-B AGGREGATE BASE COURSE COMPACTED SUBGRADE DENOTES GRAVEL SECTION ON PLANS GRAVEL SECTION No Scale CONCRETE BUMPER BLOCK ANCHOR WITH 5/8" REBAR IMBEDDED 24" IN GROUND HANDICAP SIGN HANDICAP SIGN LOCATION (VAN) ` LOCATION (TYP.) j O O O PAINTED , PER 2% MAX.18' 18 y �4„ VDOT SPEC. 8' 5' 1 8' 8' 8' TYPI CAL VAN r ACCESSIBLE T ACCESSIBLE ' HANDICAP SPACES TYPICAL PARKING SPACE DETAILS No Scale EDGE OF PAVEMENT 4" PAINTED STRIPE 91 (TYPICAL) REGULAR SPACE CONTROL JOINT SPACED AT WIDTH OF WALK EXPANSION JOINT AT MAX OF 100', WITH PREMOLDED EXPANSION FILLER CONC. WALK Q.4- 4. - .d e COMPACTED SUBGRADE CONCRETE SIDEWALK JOINT DETAIL No Scale SIGN SIGN AND POST DETAIL No Scale 4" 21-B STONE STD.0 POST GALVANIZED POST TO BE DRIVEN RESERVED RESERVED PARKING PAWM RKTY PM&TY $M - i5(10 RE >i100 - $5W FIDE TOW AWAY ZONE TOW AWAY ZONE VAN 6' ABOVE ABLE U ABOVE FINISHED FINISHED GRADE GRADE SPACES SHALL BE IDENTIFIED BY ABOVE GRADE SIGNS AS RESERVED FOR PHYSICALLY DISABLED PERSONS. PROVIDE ONE (1) R-7-8 SIGN AT EACH PARKING SPACE INDICATED ON SITE PLAN. SIGN SHALL BE ALUMINUM (PAINTED WHITE) WITH GREEN LETTERS AND INTERNATIONAL WHEELCHAIR SYMBOL. SIGN SHALL BE PLACED ON STEEL POST 1-1/2" 0 PAINTED BLACK SET IN MIN. 2' OF CONCRETE. VA. SIGN FOR THE DISABLED ON 0.80 GAUGE ALUMINUM. COLORS: GREEN BORDER & LEGEND, BLUE SYMBOL FOR ACCESSIBILITY, WHITE BACKGROUND. PARKING SIGNS FOR THE DISABLED No Scale NOTES: 1. REFER TO SITE STRUCTURAL DRAWINGS FOR FINAL EXTERIOR STAIRS & HANDRAIL DETAILS Community Development Department File# Approved by the Board of Supervisors Date Signatu anner EXTERIOR STAIRS & HANDRAIL No Scale NON -SLIP BROOM FINISH VARIABLE WIDTH' MAX. CROSS SLOPE 2% 4" 3,000 PSI AIR -ENTRAINED CONCRETE COMPACTED SUBGRADE 4" TYPE 21B STONE COVER DENOTES CONCRETE SIDEWALK PAVEMENT ON PLANS NOTE: SIDEWALKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH VDOT STANDARDS. CONCRETE SIDEWALK PAVEMENT SECTION No Scale EXPANSION JOINT WITH PREMOLDED EXPANSION FILLER, "ZIP STRIP" OR EQUIV., SEAL WITH SILICONE SEALANT 1/4" SEALANT NON -SLIP BROOM FINISH WWF 6x6 W2.9xW2.9 2" ------ 4 . 'e 10" 3,000 PSI AIR ENTRAINED PORTLAND CEMENT CONCRETE 6" TYPE 21A STONE COVER COMPACTED SUBGRADE (CBR 11.2) DENOTES CONCRETE SERVICE AREA PAVEMENT ON PLANS HEAVY DUTY CONCRETE SECTION No Scale 2.0" ASPHALTIC CONCRETE SURFACE COURSE - SM-9.5A 3.0" INTERMEDIATE BASE COURSE - BM25.0 1" TYPE 21-B AGGREGATE SUBBASE COURSE COMPACTED SUBGRADE DENOTES HEAVY DUTY ASPHALT PAVEMENT ON PLANS HEAVY DUTY ASPHALT PAVEMENT SECTION_ No Scale 2.0" BITUMINOUS CONCRETE SURFACE COURSE - SM-9.5A 8" TYPE 21 B AGGREGATE BASE COURSE COMPACTED SUBGRADE DENOTES LIGHT DUTY ASPHALT PAVEMENT ON PLANS LIGHT DUTY ASPHALT PAVEMENT SECTION No Scale EXISTING PAVEMENTI PROPOSED PAVEMENT H > o- SAWCUT THROUGH a U EX.SURFACE w COURSE w X w & REMOVE PAVEMENT 2„ + EXISTING PAVEMENT MATCH EX. CROSS SLOPE UNLESS OTHERWISE SPECIFIED ON PLANS PROPOSED SURFACE -(COURSE MILL EX. ' SURFACE COURSE SAWCUT EX. BASE COURSE EDGE OF PAVEMENT AGGR. BASE NOTE: PROPOSED PAVEMENT MUST TIE IN WITH EXISTING PAVEMENT PAVEMENT REPLACEMENT JOINT DETAIL No Scale BITUMINOUS CONCRETE SURFACE COURSE - SM-9. -N__� �EXISTING AGGREGATE BASE -DZ ., " .. COMPACTED SUBGRADE MILL AND OVERLAY SEQUENCE: REMOVE EXISTING ASPHALT. COMPACT AND ROLL TEST EXISTING BASE COURSE. THEN PLACE NEW ASPHALT SURFACE. DENOTES MILL AND OVERLAY MILL AND OVERLAY PAVEMENT SECTION No Scale (y f�c6 Z�4 � . U CRAIGW J. KG'i'ARSKI >- Lie. No. 0402048507 Ilk" M E 0 0 a) U N N C Q 0 > E w °' E _ :- ~ 10 T 3 ~Q u- � 3 o U. L wO ro_4 Of W L M a J U 00 ui J a > o N U W N z L� IQ- o O x U_ 04 U) = N = U > Ln I_Q - C U') 0)4-1 O N L I M a 00 J S L.0 Ln O C7 M O 2 H 0 w w U Q Z O 4 > O O Ll Z O im Z O a U to W 0 Z Z _O o w w O O 04 � U_ u_ O O CX cl� L W J J rn rn W o 0 H 0 0) o o DATE 09-16-2019 DRAWN BY 1. SANDERS DESIGNED BY A. ALLISON CHECKED BY C. SHIFFLETT SCALE 1 "=20' V z Uj 2 _ W ° c wc ai O C U c a� > O 0 L 3 m F�1 to 0 a Wc o a) J z Q g t w z> o= ca m a Z (f) o z zLU Q J .c 0:D Q W �o I� 2 2 (3 o� CD �' LU z J O 0 zC E o 0 C C c ° m C o_ oa) Cr J 03 J 0 � a x - ° 1 o o w 0 ° 3 a � rn axi o U U 7) E N C o C) _o LLJ E C E U N �0 ro M JOB NO. U o C� V) o U Y 40241 -0 C r6 � C O SHEET NO. a o C1.00 �Y r E L- O NOTES: 1. KNOX BOXES SHALL BE REQUIRED FOR ANY STRUCTURE NOT f �gPC% MAINTAINED BY 24-HOUR STAFF. ARCHITECT/CONTRACTOR SHALL COORDINATE WITH FIRE MARSHALS OFFICE ON LOCATIONS OF ALL \BA REQUIRED KNOX BOXES. 2. CONTRACTOR TO PROVIDE A 2" BACKFLOW PREVENTER (ZURN 350XL \ 15 DOUBLE CHECK BACKFLOW PREVENTER OR APPROVED EQUIVALENT) �O O FOR THE DOMESTIC WATER CONNECTION TO THE POOL PUMP ROOM. THE BACKFLOW PREVENTER SHALL MAINTAIN A MIN. OF 24 INCHES OF A COVER AND INSULATED FROM FREEZING TEMPERATURES. PROVIDE A DRAIN PIPE (3" MIN.) AT THE BOTTOM OF THE VAULT AND DAYLIGHT ACCORDINGLY. V GAS LINE / SWM FACILITY G _ TO BE INSTALLED BY STOP SIGN EASEMENT _ UTILITY DEPARTMENT f _ (TYP) J STOP BAR 0)rl�. / �� RIGHT -IN R 3' � � REFER TO PLAN TITLED RIGHT -OUT R30' `,b "KESWICK HALL CENTRAL ENTRANCE G Of ENERGY PLANT DEMOLITION R42' , / `\ AND RENOVATION" SDP-2018-017 & WP0201800023 FOR DESIGN RT EXTEND "` ' {` INFORMATION. > REINFORCED G R42' R3' TURF TO EDGE OF 12' PAVEMENT . A R30'LIMIT11 G \ OF SURV Y R212' O SURVEY GP / r '.lt / v • • a y- co c � R10' QV STOP BA t 6p \ \ G, PS. G,o o (r1 \ G c, / 24' �Q R10' lrr P�91z �. \ GAS METER SEE LANDSCAPE s R`O v `s PLAN FOR FINAL 2,500 MBTU/H G A �� �F R5' `' � 5PS1 IN/0.5 PSI OUT - ^,.� : �� � '� ..,,\ CDR10' IMPROVEMENTS R250' S STOP BAR�C \ \ C� R10' 9'(TYP.) 18' �� P 9 \\ _ s GRB ANSITION FLUSH CURB (TYP.) 24' o `z ( SHRUB (TYP.) \ \ BED �y\ R 112' ' R5' � SWM FACILITY � O EASEMENT (SEE F SHEET C6.10) ♦ �6� �/ \ \\ O,p STR. 324 12 WHEEL STOP CURB 6'J (DI-1) STAIRS WITH HANDRAIL STAIRS WITH HANDRAIL SEE R5' (TYP.) TRANSITION RISERS SEE ARCH. LANDSCAPE PLAN FOR DETAIL. ' \ ` 4- t PLANS FOR DETAIL R C 12 j RETAINING R5 / BIORETENTION' 5' ,:� ' AREA #4 `' ` WALL AJ�� A 4 R5' 8 R 18' jr TO ' Go �•L EP R10' R10 26' (4) RAISED PLANTERS \ LOWER TERRACE P I � CROSSWALK 59 (SEE LANDSCAPE PLANS) O REFER TO LANDSCAPE PLANS R5' \ 10, FOR FURTHER DETAIL � R2 R10' R'10' GRANITE / R123.6' A CURB 11 O 10 ACCESS TO R118' STOP BAR 6' EXIST. BUILDING � \ ' 4 R37' R10' 6"/./,`\ 1 WALL. MECHANICAL ROOM 24' ' STAIRS WITH (LOWER LEVEL) R5 �r) HANDRAILS. (4) 6 Q SAFETY R23' RISERS SEE DETAIL. \ \ 46B RAILING KING R13' R132' \ \ R10 TANG T (2) 4" CONDUITS \ POINT WALL CROSSWALK � R5' ` ��� ��, CURVE( .) STUBBED FOR � y� C FUTURE ex \ PROPOSED �y \ R152' CONNECTION \ GREASE TRAP 2 1 ♦ TANGENT �,9^^,, 2'X2' \\ 46A )`(SEE ARCH. SANS FOR R210' R9 ' POINT F 'VF COMMUNICATIONS D TAILS) 9' ` CURVE (TYP.) R128' `� RETAINING MANHOLE (TYP) SANITARY ) \\ 6 FDC CONNECTION. 19 O ♦` WALL REFER TO MEP \ 10 .` PLANS FOR DETAILS \ 46 4, (� ♦ ♦ PROPOSED 18' \, GRANITE GAS METER \ ` RIOT A ♦ (TYP.) CURB 3,480 MBTU/H RESTAU RANT \\ NITARY SEWER � �R5' R5'� \ R5' D ` �5PS1 IN/0.5 PSI OUT \ R150' R200' \ (3) PARALLEL � � NEW CONNECTIONS INTO R205.5' PARKING 18' ♦ ` 13 G RESTAURANT. REFER TO ARCH. PLANS \y DECK WITH RAILING 5 SPACES R85.47' R5' /� 6" FIRELINE -y SEE ARCH./LANDSCAPE ♦ �, �� SANS FOR DETAILS 91 `N5 SEE LANDSCAPE � ♦ � 18' (TYP.) 24' ♦ ♦ \\ PLANS FOR )45 ♦ FURTHER DETAIL FLUSH CURB PERMEABLE CROSSWALK C � \ \\ 1 PVC R5' (TYP♦ ` ♦ PAVERS ♦ WATERLINE R145 (TYP) \\ \\ ♦ TRANSITION C FOR HOSE 4" SCH. 40 PVC BIBS g VAULT (SEE WOE #2 THIS SHEET) R127' ` ♦ ` � CURB \\ \\ �/�� CONDUITS 2 PVC 40 PREVENTER2" BACKFLOW g \ ♦ DOMESTIC 20' R5' e \\ SERVICE R150' ` 8' STAIRS WITH \ � 3" GAS LINE RETAINING ABLE R5' O9 R5' CANOPY 41 WALL (TYP) \ HANDRAILS. (4) 7" i SEE ARCH./ Sp,N R88i LANDSCAPE 6, N POOL PUMP ROOM UTILITY ' � ♦ ♦ RISERS SEE DETAIL. O ♦ � 18' i CONNECTIONS R5' (T'P) ♦ ♦ R5 R124' 11 PLANS • N (INSTALLED BY CONTRACTOR) R5' RF O ♦ G R38' 6" DIP SLEEVE FOR 3" GAS LINE R5' CROSSWALK F 42 6 PENETRATION THROUGH STAIR, R5' t�`o A FA ` 9' F,p R140' R123' BELOW GRADE R145';� (TYP.) ♦ R150' R197--R2.5' R62' \ , 6" DI FIRE rw STAIRS WITH 20 R5' 10 CROSSWALK `♦ •'G EP R5 GRANITE s • SERVICE HANDRAILS. (10) 6" ♦ 981 CURB — --- GAS METER ENTRANCE TO RISERS SEE DETAIL. R235.12' ♦` 9' (TYP.) � R25' (2) 4" SCH. 40 1.5 MBTU • P08 LPUMP ROOM PVC PUMP ROOM CONDUITS SANITARY CONNECTION � G)R5 G 2' PVC GAS LINE HANDRAIL CURB TRANSITION COMM��.` STAIRS WITH . / (BACKWASH PIT & 18' R5' 8' STOP BA ° MANHOLE HANDRAILS. / '` cP FLOOR DRAIN) R5' F ♦ (TYP.) CROSSWALK / (TYP) v� SANITARYMH �; R R5' 8 STAIRS WITH OVERHANG TOP=451.90 ' / C� / I R5' R5' ` 5' R150' 8POOL INV IN=446.73 D R110' RS C HANDRAILS ° / . 35 INV OUT=432.66 �Q ( 8 0 J l 7' Bq R l .0 6 PERMEABLE O mo PEDESTRIA PERMEABLE A- D 5 PAVERS 1 RIDGE. SEE PAVERS O, of 11' / 8 S (TYP) ANS. (TYP) - f - / 18' R253.12' �. �`_ (TYP.) GRANITE R14' CURB / HOR - SEE LANDSCAPEI \ ° /�O PLANS FOR R5' ` / © �U POOL BAR UTILITIES POOL RETAINING FURTHER 1 ` fR94.5' \ BIORETENTION ` / SEE MEP PLANS FO WALL DETAILS r ► 8 AREA #2 1 11 R5' 24 9' Q % FURTHER DETAILS. �` SEE LANDSCAPE \ R56.5 O D.' ` (TYP.) %- % PLANS FOR R112.5' , STAIRS WITH FURTHER DETAIL PERMEABLE R5' U (TYP.) 01 TANGENT ® PAVERS (TYP) �/ 4" PVC SANITARY HANDRAILS. _— POINT OF a J SEWER (2% SLOPE MIN.) ; CURVE (TYP.) 1 ' O LU I FLUSH CURB (TYP.) 24' w (TYP.) 18' ^ \ ', (TYP.) \ 0 9'(TYP.) � o IT R90' SWM FACILI Y p� I 10' EASEMENT SE 18 18' 8' j �0 SHEET C6.1 ) (TYP.) 5' 4" PVC SANITARY (3) 6" RISERS / SEWER CONNECTION. SEE ARCH. / _ f EP R5' R150' 1 8 LANDSCAPE PLANS REFER TO MEP PLANS R5' EP PERMEABLE R5' FOR DETAILS. < PAVERS O R5, �? TO 8' I 12' REFER TO LANDSCAPE AFIRE LINE. REFER (TYP) � O ARCH, PLAN FOR DETAILS D FLUSH TYP.) CURB 2" PVC GAS LINE 5 ARCH. PLAN FOR 2 ( FURTHER DETAIL ( ) 4" PVC ELECTRICAL CONDUITS WITH PULL BOXES STOP BAR WHEEL 5 CURB Q LOCATED BENEATH PAVERS R10` R5, R10' STOP (TYP.) ` V� SIT ON 0.5% SLOPE MIN. / 11.25° BEND REFER TO LANDSCAPE EP HHI' ' ARCH. PLAN FOR Cn L / ri i rJ l � � J CHWS, CHWR, HHWS, HHWR, HOT WATER, HOT WATER RETURN AND COLD WATER 2� z UTILITIES. CONTRACTOR SHALL REFER TO v v= ARCH/MEP DRAWINGS FOR FINAL PIPE SIZES AND CONNECTION LOCATIONS. HVVR � H NW NVV _ cN s S'R NWs Nws SqN POOL PAVILION UTILITY CONNECTION DETAIL SCALE: 1 "=10' LEGEND: PROPOSE HARDSCAPE (SEE LANDSCAPE PLAN) CONCRETE SIDEWALK Y�; 4, '� 6 HEAVY DUTY CONCRETE p 1 y U CKATG W J. KO'1'ARSM > HEAVY DUTY ASPHALT Lic. No. 0402048507 "3�0 10/I-7/1ci LIGHT DUTY ASPHALT SONAL�� PERMEABLE PAVERS REINFORCED TURF MILL AND OVERLAY r� 0 N OV N � > E w Q E C4.02 W 3 Q u. 0 3 I a� Uccoo - -� J I — w �CD CD N %nN4 �� z O C4.04 a I C4.03 � I C4.01 I � �>� U L_ J a ON 0 N 0 — Z � p ao W m C� 2 WICK HALL ADDITIONS AND SITE IMPROVEMENTS (SDP-2018-0 4LE: 1" = 20' TER OF REVISION #1 MONS GROUP W o: `i o 0 D WW Letter of Revision #1 Summary O O • The stairs between the proposed Restaurant and existing Golf Club have � w W been shifted west. A retaining wall was o '' added to accommodate existing grades. SCALE 1"=20' > • The arrangement of the stairs leading OEM 0 I from the existing Golf Club to the lower o 20' 40' z U W N level, adjacent to the golf car path has Q ¢ ;� been revised. o o • The configuration of the pedestrian path Ln on the east side of the Restaurant has > been modified. DATE • The sanitary sewer line connecting the 0 09-16-2019 existing Golf Club building to Manhole #9 has been revised. DRAWN BY • The stair connection from the pool to the sidewalk has been revised to reflect a 1, SANDERS new alignment in the retaining wall. DESIGNED BY • Modification to the Stormwater routing is not required as part of this L.O.R. • • Retaining walls greater than 3 feet in • A. ALLISON height require a separate building permit. Walls exceeding 4 ft in height require a • CHECKED BY stamped design also. Walls require inspections as outlined in the USBC. • C. SHIFFLETT • SCALE • 1 "=20' n — W (H� Q �z z>Q Q} z � (f ') O LIJ zU J ,H Oc Vl Q ~� W m H� Q J J Q 1 U H� 1" PVC WATERLINE FOR /1 HOSE BIBS. SEE �/ J LANDSCAPE PLANS FOR W FINAL HOSE BIB LOCATION. ' Y JOB NO. R. SMITH MFG. CO. ARTERHORSE 4 TURN 40241 J FREEZE WALL iRANT WITH INTEGRAL `� SHEET NO. :UUM BREAKER" HOSE �1 FIGURE 56090T C4. 00 c a - DO -0cr 0 0 z 00 02 c E o -0 c C 4) (0 C a O c 0 3 U) Z N 0 2 a :E x F- � 0s 0 m o o w a 3 m c � Y 0 y o O U Y 2 � c C 0 0 E -0 0 c U M -0 co U O C N o � U c � c� c C c c� a o 0 L SEE MEP PLANS FO Q FURTHER DETAILS. 24 91 J 11 / (TYP.) 1> PERMEABLE fPAVERS(TYP) STAIRS WITH , ® PAVERS (TYP) R5 J 4" PVC SANITARY HANDRAILS. a J SEWER (2% SLOPE MIN.) w FLUSH CURB i(TYP.) 24' R90' SWSWIMFACILI Y 9'(TYP.) EASEMENT SEE 18' 18' 8' SHEET C6.1 ) (TYP.) �5' j 4" PVC SANITARY 3 SEE ARCH R150' RISERS SEWER CONNECTION. 8� REFER TO MEP PLANS R5' `�` FOR DETAILS. LANDSCAPE PLANS I 12' 4" FIRE LINE. REFER TO R5' 8' / Q REFER TO LANDSCAPE ARCH. PLAN FOR DETAILS O ARCH. PLAN FOR FURTHER DETAIL (2) 4" PVC ELECTRICAL 5 CONDUITS WITH PULL BOXES TOP BAR WHEEL 5 CURB Q LOCATED BENEATH PAVERS R10' STOP (TYP.) w SITION a 0.5% SLOPE MIN. 25' BEND Q REFER TO LANDSCAPE ARCH. PLAN FOR �--"" TO BUILDING FURTHER DETAIL R10' CROSSWALK --� " „F STOP BAR R5 (4) RAISED PLANTERS ND G ~ ' �R3' 10 2 �N (SEE LANDSCAPE PLANS) 4" SCH. 40 PVC 8„F R25 TIE TO WATER S�, FDC CONDUIT- , , ` STUB OUT 22.5' GRAND STAIR CASE. 24' g„F R4.5' SEE ARCH. PLANS. R10' 11.25° + 8"X8" TEE GRANITE CURB GRANITE R10' 22.5° BEND FREE STANDING WALL Fp R25' CURB (SEE LANDSCAPE PLANS) -- r- 5.6' �\ (12) 6" RISERS (SEE LANDSCAPE PLANS) (12) 6" RISERS (SEE LANDSCAPE PLANS) (2) 6" RISERS cb i1QiNL' WALL DETAILS In libm', 91's VC WATERLINE FOR >E BIBS. SEE DSCAPE PLANS FOR \L HOSE BIB LOCATION. JAY K. 5M1 I H MFG. CO. "QUARTERHORSE I TURN NON FREEZE WALL HYDRANT WITH INTEGRAL VACUUM BREAKER" HOSE BIB FIGURE 5609QT EXISTING BRICK WALL TO REMAIN 1" PVC WATERLINE FOR HOSE BIBS. SEE LANDSCAPE PLANS FOR FINAL HOSE BIB LOCATION. JAY R. SMITH MFG. CO. "QUARTERHORSE h TURN NON FREEZE WALL HYDRANT WITH INTEGRAL VACUUM BREAKER" HOSE BIB FIGURE 5609QT FIRE PIT CONTRACTOR TO PROVIDE 1" GAS SERVICE TO FIRE PIT. REFER TO ARCH PLANS SHEET KH P0.01 FOR STUB LOCATION (SEE LANDSCAPE PLANS FOR � CONNECTION �► - 6 FURTHER DETAILS) 3 II' (SEE MEP PLANS FOR / D /• / DETAILS) 0 27 — - 4.25' PROPOSED / �� 0 ` GREASE TRAP 1 25 / / \�ti R46.86, 52 / (SEE ARCH. PLANS I/ \ �, / FOR DETAILS) �� R39.23' I 10'y52.1' 26 20 CAP 8" FIRE \ / LINE FOR / 6 8' ���\\ �� ���•\ S .; •'d ,. . d �, . ° GUEST ROOM t \ FUTURE SPA 6� 2 / PATIO SEE 1 RETAINING w R44' �\ CONNECTION / WALLS STAIRS WITH ARCH. PLANS` O HANDRAILS. 8 6" FOR FURTHER R50' DETAILS RISERS SEE DETAIL. \ — CONDUITS FROM UTILITY O / CABINET AND TRANSFORMER / .�_ : ; 26 / (SEE MEP PLANS FOR / CROSSWALK \ � INFORMATION) .. ..• :.• . •.• . ' R10' Ilk 5 CHA \ APLOG PROVIDE 1 FT OF \\ \ SEPARATION BETWEEN UTILITY CROSSINGS (TYP.) �I��, NEW GUEST WING ;�£ 10 7r� >�� j a \ GG,� 51 / 6 / J ���, �� REINFORCED TURF STAIRS WITH a FOR EMERGENCY R2, HANDRAILS. 6" RISERS \ j�� ACCESS I \ \ \ \ SEE DETAIL. RETAINING WALL "I (2) 4" SCH. 40 PVC CONDUITS 1��! \(PROVIDE TRACER WIRE) i�' FDC R240.42' G 2 x2' COMMUNICATIONS TFM o , REPAIR ASPHALT cT \ PAVEMENT AS \ R2 (TYP) G MANHOLE TYP ,. P \ TFMR NECESSARY ,� � � \ PROPOSED SANITARY I 20 Sq • �/ �L CONNECTION - \ Q ASPHALT PAVEMENT TO BE '3- � � � (SEE MEP PLANS FOR DETAILS) � '. • 1 Uc� REPAIRED TO MATCH EXIST. 6' CURB \ 5'X6' LANDING \� fir' 1 .• / . w R106' CONDITIONS FOLLOWING TRANSITION STAIRS WITH l /. THE INSTALLATION OF %R1 HANDRAILS. (19) 7 \ �, RISERS SEE DETAIL. SWM FACILITY SANITARY SEWER LINE (11) 4" SCH. 40 PVC & (2) 2.5' R5' . r :. _ / 4 ,a � TANGS SAFETY RAILING EASEMENT (SEE / POINT SCH. 40 PVC CONDUITS � �. 6' SHEET C6.10 \ \ \UCT\ �i�` AMP (SEE MEP SHEET KH E5.03 S�ti R2' WITH RHANDRAIL ) R80' CURVE FOR FURTHER DETAILS) III' FDC 250.43" i (11) 4" SCH. 40 PVC CONDUITS \ "' APPROX. LOCATION OF \ (SEE MEP SHEET KH E5.03 ( SAFETY FOR FURTHER DETAILS) GRANITE RAILING ° CENTURYLINK PILLAR. VERIFY CURB w! PRIOR TO THE START OF �, BUILDING R2' O/ CONSTRUCTION. 6' - RETAINING ,ONCRETE PAD / ' ; \ \ S 50 \/ WALL )ODEN STR3 ATUES �V e; J �� \ (9) BIKE RACKS 1C / 1 (SEE LANDSCAPE ' 1 B s, S PLANS) /� 1 AN D 3 STAIR WITH HANDRAILS. \ (4) 5" RISERS \ \\ SEE DETAIL. p \ \ CURB I-- x O D /RELOCATE UTILITY CABINET \TRANSITION - AS NECESSARY TO INSTALL PROP. CONDUITS. \\ \\ 5'SETBAC / O \ 6' }\ / PORTION OF FENCE AND GRAVEL / VE YARD TO BE INSTALLED ONCE JOB RI Q P O SPA TRAILER HAS BEEN RELOCATED B X AY O HEAVY DUTY CONCRETE / p / \ �\ �?� PADS FOR MEP / 0 WOOD GAZEB/ (11) 4" SCH. 40 PVC CONDUITS TO + EQUIPMENT (SEE MEP SP BE STUBBED FOR FUTURE SPA PLANS FOR DETAILS) 4' W F CONSTRUCTION \ FENCE ' + INLET TO REMAIN (SEE LANDSCAPE PLANS) + V \ Ae i GRAVEL MECHANICAL YARD 40X \� COBBLESTONE X (SEE NOTE #2 THIS SHEET) \ �� BAND 22.5° BEND \ LJTL-- \ co J FREE STANDING WALL—` (SEE LANDSCAPE PLANS) CURB TRANSITION 11.25° + 45.5° BEND 10, O GRANITE CYRB (12) 6" RISERS (SEE LANDSCAPER I PLANS) °o I Q0 J Ic� I I �I RAMP & STAIRS (SEE ARCH. PLANS) ✓VV WV i E EOI o J i O EXIST. RETAINING WALL (TO REMAIN) 5 REFER TO LANDSCAPE ARCH. PLAN FOR FURTHER DETAIL •� (4) LIGHT BOLLARDS (2) 4" PVC ELECTRICAL CONDUITS TO TERMINATE (SEE LANDSCAPE PLANS) WITH A PULL BOX J WATER FEATURE (SEE LANDSCAPE PLANS) Q (2) 4" PVC ELECTRICAL CONDUITS TO TERMINATE GRAND STAIR CASE. WITH A PULL BOX SEE ARCH. PLANS. FREE STANDING WALL (SEE LANDSCAPE PLANS) (2) 4" PVC ELECTRICAL CONDUITS WITH PULL BOXES LOCATED BENEATH PAVERS TO Pr ^` 0.5% SLOPE MIN. PROPOSED PUBLIC GAS LINE AND METER. 7,790 MBTU/H (5 PSI IN/0.5 PSI OUT). PUBLIC UTILITY SHALL INSTALL LINE AND METER. (TYP.) 1 PROPOSED SANITARY (4) RAISED PLANTERS CONNECTION (SEE LANDSCAPE PLANS) (SEE MEP PLANS FOR DETAILS) REFER TO LANDSCAPE/ ARCH. PLAN FOR / 54 FURTHER DETAIL PROPOSED SANITARY f, / 32 r 31 ; / 1 / / I R389.59' a j RETAINING WALLS O 10.5' LEGEND: PROPOSE HARDSCAPE (SEE LANDSCAPE PLAN) CONCRETE SIDEWALK �// HEAVY DUTY CONCRETE HEAVY DUTY ASPHALT LIGHT DUTY ASPHALT PERMEABLE PAVERS REINFORCED TURF MILL AND OVERLAY NOTES: 1. KNOX BOXES SHALL BE REQUIRED FOR ANY STRUCTURE NOT MAINTAINED BY 24-HOUR STAFF. ARCHITECT/CONTRACTOR SHALL COORDINATE WITH FIRE MARSHALS OFFICE ON LOCATIONS OF ALL REQUIRED KNOX BOXES. 2. CONTRACTOR SHALL INSTALL ALL ELECTRICAL EQUIPMENT, GRAVEL BASE AND FENCE TO THE FULLEST EXTENT POSSIBLE WITHOUT RELOCATING THE CURRENT JOB TRAILER. ONCE THE JOB TRAILER HAS BEEN RELOCATED WORK SHALL RESUME IN THIS AREA TO MEET THE DESIGN INTENT AS SEEN ON THE CIVIL, LANDSCAPE AND MECHANICAL DRAWINGS. �I C4.02 I � C4.00 C4.04 I C4.03 a p U CRAIG W. J. KOTARSKI Y Lic. No. 0402048507 SSj4NAL � •- C4.02 I � C4.00 C4.04 I C4.03 a p U CRAIG W. J. KOTARSKI Y Lic. No. 0402048507 SSj4NAL � •- M E 0 M o U N N � > E E UJ ~ V 3 v Q L 3 C) LL o w 0 ra Q� W -(-- rn J U oo <Q LLJ J — � SCALE 1 "=20' C j o Q' NO 4 0 20' 40' Z (D W rn a' z 0 x 0 � oJC a KESWICK HALL ADDITIONS AND SITE IMPROVEMENTS (SDP-2018-016) SCALE: 1" = 20' LETTER OF REVISION #1 TIMMONS GROUP Letter of Revision #1 Summary • The proposed transformer location n the existing 1 story building has been moved east, towards the existing residential entrance. -Conduits associated with the transformers have been relocated appropriately. • The drop off lane, adjacent to the Gu Wing, withing Club Drive has been revised to remove the oval green spac -Proposed revisions will require an amendment to the WPO plan to captu the modification in L.O.D. • Modification to the Stormwater routin not required as part of this L.O.R. • Retaining walls greater than 3 feet in height require a separate building per Walls exceeding 4 ft in height require stamped design also. Walls require inspections as outlined in the USBC. = V Ll� Q LI) cLn w 0 �O N z Z a p 0 00 J `C)LU ° > i w j W ear Vi O O 0 > O O CX est 0 2 e.LU LU o re 2 Q UJ C.) C)g is z o rn o mit. > a ? DATE O >_ 09-16-2019 DRAWN BY 3. SANDERS • DESIGNED BY • A. ALLISON • CHECKED BY • C. SHIFFLETT • SCALE • 1 "=20' • • V z UJ W 2: � ^ I..L UJ/ lip Q V ~' Z 0 � �z z>Q Z a- (f) O LU zLU LU w O VJ Q H m 0 J J T. 3e U W V / JOB NO. �\\40241 & SHEET NO. 1\ C4.01 c L c 0 Q c a In rn 0 N 0 0 1 a z a F- O 2 U) 0 a O z 0 N N U N m m L a U 0 co 3 Y N 0 it X REFER TO PLAN TITLED "KESWICK HALL CENTRAL ENERGY PLANT DEMOLITION ♦ \ ` AND RENOVATION" SDP-2018-017 ♦` \ ' & WP0201800023 FOR ♦ 1 STORMWATER AND GRADING ♦ DESIGN INFORMATION. C5.09 C5.08 C5.06 gj41.50 ♦♦ \ f x r - Q 442.00 ♦ \ LIMITS\ \ I / FFE = 442.00 SURVEY � � r GP T 4 .90 FFE = 442.Q0 B 441.57 \ \ _ TS 441.90 \ a .'' V CO- V BS 441.57 441.53 \ FFE - 1 T 44110 �2.00 PAVE 84 C� ` \ ` ` \ ` \ ` \ \ \ ` ` \ \ \ 1 \ 1 \ \ KESWICK HALL ADDITIONS AID SCALE: 1"=20' LETTER OF REVISION #1 TIMMONS GROUP _ 10 WALL I� O 448.^5'' , \\ CAC TE PVMT V A \ A (A PAVl CONC PAVERS ;1►•: PVMT PVMT 447.18' PVMT b8 TS 449.63' \\\ C 446.09' -7 \ BS 447.13'PVMT C \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ 1 \ \ \ \ \ \ \ \ 447n 2' :`.9 / 45 12' \ TS444.82' BS440.20' VMT •PVMT W 440.52' .�.•.'.'.'.'.'.' \ TW 442.52' \ \ \ \ 45.39' . • 450.08 0 , \ \ \ \ \ \ \ 446.44' �: PVMT 4 1 S - \ ^ `L \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ ' ... PVMT \� �" �� BWTS442.485' 447.59 450.44' ��j lk TW 445.37' \ i . . Fi TS 452.25' BW 442.00' 450.23 PVMT F \ : ,; . •3 ' _ BS 449.75' F (IL )=452 42 B • ni S 44 2.54 47.12' \ T E 1 STORY STUCCO 444- TW 444.84' BUILDING S 444.85' \ 45? IN/BASEMENT TS 447.13' \ \ ` BS 447.19' r. .'.'.'.'.' \ �� PVMT 4 0: � ,- Y TS 449.47' \ \ BS 449.52 \ \ C 452 \ TS 451.80' \ /� 450 72' gyp,, / � SWK PVMT 450.64' T 75' TW 452.00' \ 445.55 ,•�•.'.�.'.�.'ti� • \ a�. \\\ TW451.65' TW 452.00' BW 446.15' 452.25' N� �P 453 BS 453.25' V. c0 PVMT 6,, \ N TS 455.25' 446.96' FJ \ \ TC 453.63' BS 455.30' TS 457.30' PVMT / BS 457.35' PVMT. { • 452.38' TS 459.35' \ 447.75' SWK - / PVMT 451.31' D BS 4611.40' / LP 465 86' ♦452.0 448.98' PVMT 453.15' 6''r 4 PVMT PVMT PVMT c _ _ - 5.83' 451.75' 447.51" PVMT 451.22' 452.10' _ p T BS 461.45' LOWER 448.95' 1 � - TS 463.45' / �� LP 465.76' LEVEL ' 454 454.33' _ j f - 452.25' r SWK \ �� I 448.61' PVMT• LOWER LEVEL 1 �• 453.35' p,6 \ ACCESS 452.50' PVMT \:�:'' 00 448.52' X LP 44665..76' (MECHANICAL ROOM) r PVMT . N. . :: 455' '" � ~ I I'`s TW 451.40' TC TW 465.50' ; W 457.50 FFE 466 00' PVMT462.50' 465.77' PVMT.: - :.:.:, : •' • 454.66'SCREEN WALL SEE DECK SEE ARCH. D 456� BW 463.50 466.00' f 450.60' , PVMT PVMT ` BS 463.50' LANDSCAPE PE PANS PANS OR DETAILS TW 451.00' 449.05' S0.16' t' . ' . ' . ' . ' . ' �'' TS 465.50' G FOR DETAILS BW 450.50' FFE •PVMT ,.....\�..'. FFE 451.49' PVMT �PVMT ` A5 466.00' , 466.00' ,� f ♦y 450.18' �• ' • ' • 454.03 PVMT 465.75' PVMT 464.25' FFE 454.47' 455. 2' : ��� ` C \ \ 466.00'/Ml \ �. \ 465.57' FFE ♦ PVMT , •PVMT ` `� 458.85' 1, \\ 465.71' 466.00' A5� 451.98' PVMT 457.48' 455.13' PVMf \\ ♦ 465.30' 4 ' 453. .. PVMT ' . : BS TS IrS - \� PVMT 454.95' �Fj9 435.46' 437.79' FFE 452.05'�' '..t. �.• �Q + ♦ /466.00' PVMT / v 463.13' 465.38' 453.01' . PVMT 466.39' T1 3 \ \ \ 455.48' STD PVMT • ' . �.�' •PVMT465.72' TW 464.00'� D� 453.33' 455.59' ' . a ' PVMT •••�•,•. �' , BW 461.00' 466.64" TS \ 459.08' �► \ �. r'!y y / t �' BW 466.64' TW 470.84' �9 452.72' h �. 4 / _ , . 466.41' • 466.26' TS PVMT PVMT 58 19' \ 466.53' 466.26' TW 466. • BS TW 470.22' / 466.53' � a 453.84' i TC TW 466.63' TS 466.48' A�. \ W� PVMT 465.00' / TS 466.28' • BW 463.72' ST • BS 463.53' 453.70' \S� \ PVMT PVMT 457.61' \\ BS 463.34' 454.80' 455.36' t TC LP ,/ \ PVMT PVMT 465.07' BW 463.34' BW 463.59' 465.25' TW 468.00' BW 463.68' BW 463.34' TW 456.50'' PVMT 456.20' 459.25' . BW 466.53' BW 456.50' W 453.44' PVMT '� i TW 466.63' TW 466.63' BW 464.09' -� 454.87' PVMT PVMT 465.56' ° BW 463.34' 455.85' ♦ . ' . . ' \ J\ 463.16'� FFE �/ BW 463.53' ' , ' - PVMT 466.22' WL 464.00' PVMT 463.47' / ' o 465.69 PVMT D 453.47' / 1/ 465.95' TW 466.63' WCn 453.10' t . . ' . . ' / / 466.22' �.�- BW 463.78' PVMT / DVU PVMT 463.28' / 467.50' 464.09' 464.09' can cn . . . . . MT 1 PV60.50' GND ♦ ' •459.65' o TW 468.00' WL 464.00' •PVMT �• 456.84' \ t .,.:. !� ; ♦ �/ 455.26' PVMT / BW 464.06' WL 464.00' M f 463.60' o BW 464.09' el d 1.; PVMT / TW 468.00' WL 456.00, 4X 459.34' .� / / / I BW 466.53' 464.09' BW 464.18' TW 156.50' O TW 470.22' / BW 454.50" j • •''. • 1 PVMT / BW 465.30 WL 464.00' M 461.10' TW 470.22' / 465.95' TW 466.63' ��> : • : : • PVMT J , �. BW 465.30 D 457.00' i . ' TS 466.28' BW 463.53' Tw :. 465 ' asss3' �'.'.'. BS 463.53' . . . . . PVMT : , t / I �...:...,.. •460.61' ,'•'•' PVMT BW463.34' to r i BW 463.34' TW 466.63' 464.09' 464.04' b �7 1 ( �. ,. _ PVMT PVMT 7 co - _ 466.63' h O 460.58' 464.15' /s, TW 470.84' BW 463.5BW 463.33' BW 464.09' a0 1 co PVMT ''< 1 464.38' -` 460.12' ! Q �� / BW 464.00' 464.38' • ' : Y �y. / TW 467.78'TW 454.75' .PVMT . '. . . . '-FF=466.52 TW456.50' W4 0.00' i 455.25' / BW 454.50' 464.25' 460.25' PVMT PVMT PVMT 455.80' 456.75' 457.40' PVMT 0 464.17' SWK 461.02' PVMT PVMT 464.66' D PVMT PVMT •461.445' 462.58' Q 452.76' 456.06' PVMT .60.15' PVMT PVMT PVMT 0 t, + 456.55' 4s0.98' 461.75' 463.81' 4 "w N PVMT 1 9/ - asa.os' 4 PVMT 443.78' 010 0 i / r PVMT 444.38' PVMT 444.06' / �- PVMT g 44S 444.97' 447 (tkN PVMT 1 447.25" PVMT 447.80' - i •-I, 1 1 1� r � L 0 � U CRATG W J. K(YrARSKI > Lie. No. 0402048507 S.SIONAL �Cs M E Cl OV N N Q O > E °' E w ~ U 3 v 0 3 LUw O �^ cl� U oMD -� - ui p c 2�U' N W rj ,E z SCALE 1"=20' 00 3 0 x O H _ a 0 20' 40' N oC _ 'r' a ~ c Ln V) W �O N f� a` - z Q Z O 00 J � w oc � W Z Z GC O O O > j _ cl� C 0 0 W W J J w Lu 2 N C)"o Q n z Q "' " Ck O 6 L_n DATE O 09-16-2019 DRAWN BY 1. SANDERS • DESIGNED BY • A. ALLISON • CHECKED BY • C. SHIFFLETT • SCALE • 1 "=20' • • z w 2: Lu 0 CL w z I'1 V J z V1 () (D 0 z = Q V ^ ) z (n00 z Lu ,�^ J v , 0 ce Q V '-' W z F-� Q 0 V J U 1--4 i>> V / w 30B NO. 40241 A SHEET NO. C5.05 c va �0 v � C. 00 o� c T E 0 v � c y cc c L c � 3 n (D N O �o L 0tm 3 a � Y 2 0) •0 c � •- 2 m y C c �- o v UC � v m a. ca v � o cn m U C ym c c nv no L E L C y Q d c a 00 ao rn 0 N �O C O iv 0 0 a z a 0 H O a c� z 0 N U N N f9 L a 0 d L 0 M Y U Cn v N 0 v 0C) M, 459.34' TW 470.22' BW 466.53' / BW 454.50' PVMT / BW 465.30 WL 464.00' °•) ept .:. 461.10' TW 470.22' 465.95' TW 466.63' BW 465.30 TS 466.28' BW 463.53' 465 TW % 466.63' BS 463.53' PVMT �460. 1' f 0 • PVMT L . BW 463.34' Ct I . C5.07 I C I 464.04' '~ BW 463.34' TW 466.63' 464.09' p 5 5 t. �.. PVMT . PVMT >?o ... 466.63' I I 460.58' 6 TW 470.84' BW 463.53' C �. {. , . ; ...:... 464.15' ....... J. •� BW 464.09' rn I BW 463.33' I CO I 464.38' I. _ N (! • ' • : 2' ll. c� �� • / . L u "464.00' 460. ' r v v� . . . . rt D l TW 466.63' 464.38' ...." w 454.75' ! C5.09 TW 456.50' C5.08 / BW 454.50' I I PVMT �. 464.25' _ 5 6 460.25' PVMT �. 484.1T '.'.'.' SWK I 461.02' PVMT 464,66' I PVMT Q 452.76' *461.45' C) I PVMT 462.58' : r 460.15' PVMT PVMT PVMT 460.98' 461.75' 463.81' w 1-0i Q N '�• PVMT 6" 464.09'- ` A. PVMT d \W. 451.95 G u` SWK / I 000 �p 484.58, .. 451.96' 461..34' -_.� �OPVMT 451.75 J it PVMT ` 8„F I 452.72'--'-' I 461.95' r 451.95 TS 461.55' ' ` TS 463.60' 3 STORY STUCCO BUILDING l TW 454.75 W/BASEMENT BW 447.00' BS 459.55' BS 461.60' FF=466.58 452.72' � --s\ I / TS 458--_ 463.50' / et f o 452.30' � � 451.30' / ( bra q� • O 453.50' TS 451.55' ° BS 448.08" // p4` V� �h / TW 453.00' BW 450.50' TW �� / 4\ b• gyp. OI 448 1 4 TW 452.00' 52.25' \ S3 BW 448.50' TS 446 TW 452.25'� TW 448.50' BW 445.60" 447 4S4 BW 444.50' • ° ✓ ! o�, BS TW 448.50' a t� M / TW 448.50' 444.50' BW 444.50' .� BW 444.70' / �\o TW 454.50' BW 451.00' \ \ % 0 TW 454.50' / 445 BW 451.00 FFE 455.63' TW 44�` p'.� �► ' ' FFE 444.63' / BW 4444..6633'' �� \ \O I ROCK WALL 8�x 44\ ��' �� ` ,• , \Gn S� TOP=443� 4 �� / 1 b` 434 . 444463' TW 454.50' o • BW 448.50' \ p .�0 �• - -- - x CIT - ,r \ • • FFE 444.63' t bI 4� \�i , ' \ \ 1 TS 442.55' ., A0 FFE 455.63' BS 441 55' \.T.W. 4..39.3 4'. '��'3• �t+�. ` � 444.63' FFE 444.63' � TS 441.30' • • • • • • TW 436 32 , ° BW43500M• ' BS 440.30 .' . RO ' B 435.00 TS 440.06' 4^� TOP \ \ 33.33, BS 439.06 �� 1 "�7 \ INFFE444.63' \ .�.'..' TS 438.82' . \\ TW 433.63' Mry I BW 432 00' '• •' R1E433.44" D RA \ - \ \T BiF , j \ \ \ FFE 433.63' \ 442.00' FFE 433.63' ' 442.05' TW 444.63' IRT FFE 433.63' p�1,• I 439.86' T \ FFE 433.63' ` --. (��G \\r \ -436 \\ \ \ \ BS 433.55' , TS 444.63' '� t TW 444.63' FFE 433.63' 444.43' ,'\ \ U 4. rrt 444.63' TS 444.28' BS442.61' TW 444.00' \�, \ TS 442.43' BW 441.00' FFE 433.63' 7 • \ \` \ BS 440.76' 444.28' 86' i P TW 438.80' 48 BW 434.00' FFE 433.63' 00 iP \� \ \ \ \� -438 BS 437.19' TS 440.62' / �ryN ODEN STATUE BS 438.95' �� .: '• TW 444.00' BW440.10' / \\ / �� - � TW 438.00' V BW 434.20' - -- -� 437 TW 444.00" 436 BW 441.00' 435 \: 2' PAVERS � � � '/ , _ \ " \ T \ u /� � ____ /' � �' � \� � � � - / •� Np,L \ G \� TW 438.00' AcP -� \ BW 434.50' 25' SETBAC , DECID up ,42P W50-E 12°��ClDuouS \ / \\ 4' WOOD F C 2411 - - 426e2" _ `�� ��4'W 42'1 O / i Of24 " WHITE OAK 12"D�CID { JS 'Co�„sPN� /y \ 11 0622 u0 FCO\ ,/ II-__ DECIDUOUS' S/�l l \ \ ✓I \ �� COBBLESTOi E \ �\--_ -- �I� /LL / \ I \� \ BAND - 1� CxaTG W J. KOTARS KI > Lic. No. 0402048507 �SSIONAL �� M O OV N N � > E E LUQ1 LU CU 0 3 U. Ow 0 M <J Ucco SCALE 1"=20' � LUJ -Lri a j o N 0 in N ,a 0 20' 40' Z (7 W G 3 Q OZ ���U 0a �� U)X fV U � f� KESWICK HALL ADDITIONS AND SITE IMPROVEMENTS (SDP-2018-016) SCALE: 1" = 20' LETTER OF REVISION #1 TIMMONS GROUP TS 459.50" 3'X3' CONC. PAD / \ BS 457.50' TS 463.60' T W/ RAIN BARREL 452.72'/ . I I- - N BS 457.50' BS 461.60' TS 461.55' BS 459.55' 452.72' / /' \ \ \ \ \ \ \ \ \ \ \ \ \ \ 1 BS 457.50' �6, TS 459.50' / / // ; TW \ - - - \ / 454.75 452.72' , /� � � \ � \ \ \ \ \ \ � I I I I I I I I I I r/ // I ,� � • _ , l ?/ I I I `-- \ s� rn / _ ` 451.95 / TWS 451.83 1 454.75 452.30' 451.25 y ` FF !T/I Fl=452 6' 1 451.24 TS 451.08' _--55 BS 448.00' ° \ I ` I451.86 447.56' * BW 450.57' z= / 451.95 45 m/ 45" \ ��� 45g/ 458 _` 4S4 4S5 4S6 457-� 48 / r 7 = Q - ~ �Ln N w Z, N t� Z Z a - Q O ow �D F- U Letter of Revision #1 Summary CX • The proposed transformer location near the existing 1 story building has been moved east, towards the existing loc 0 0 residential entrance. o -Conduits associated with the w w transformers have been relocated o 0 appropriately. 0 • The drop off lane, adjacent to the Guest _ Wing, withing Club Drive has been ~ J J revised to remove the oval green space. LU -Proposed revisions will require an LU amendment to the WPO plan to capture _ LU o 0 the modification in L.O.D. Q Q • Modification to the Stormwater routing is zo 0 o not required as part of this L.O.R. p • Retaining walls greater than 3 feet in > DATE height require a separate building permit. off Walls exceeding 4 ft in height require a o stamped design also. Walls require 09-16-2019 inspections as outlined in the USBC. DRAWN BY J. SANDERS • DESIGNED BY • A. ALLISON • CHECKED BY • C. SHIFFLETT • SCALE • 1 "=20' • • v , z W 2: O W z V / Z V l 0 0 O z>= V Q � 1 Z I-- Cn o O LU J v'', 00V � m F--� Q C) (Vc� Q U F---I LU JOB NO. 40241 O� SHEET NO. C5.06 �v\ c NOTE: CONTRACTOR TO FIELD VERIFY THE DEPTH OF EXISTING UTILITIES AND NOTIFY ENGINEER IF A CONFLICT EXISTS. C !I KESWICK HALL ADDITIONS AND SITE IMPROVEMENTS (SDP-2018-016) SCALE: 1 " = 20' LETTER OF REVISION #1 TIMMONS GROUP Letter of Revision #1 Summary • A profile has been added for the conduit running from the transformers to the Guest Wing. Profile is titled "Guest Wing Power Conduit Profile" -Sanitary sewer lines in profile "SSWR Hall - 1 " have been revised from 4" to 6" PVC. • Modification to the Stormwater routing is not required as part of this L.O.R. • Retaining walls greater than 3 feet in height require a separate building permit. Walls exceeding 4 ft in height require a stamped design also. Walls require inspections as outlined in the USBC. PROPOSED 4" WATERLINE PROPOSED 8" WATERLINE 450 445 EXIST. UNDERGROUND EXIST. GRADE CLEANOUT STA 10+29.97 53 TOP 448.63 INV IN 444.65 (54-53) INV OUT 444.65 (GT.1-53) CLEANOUT STA 10+14.07 54 TOP 449.29 INV IN 445.53 (HALL-54) INV OUT 445.53 (54-53) 455 HALL-54 450 CONTRACTOR SHALL CONFIRM 450 FINAL INVERT ELEVATIONS WITH MEP PLANS PRIOR PROP. TO INSTALLATION GRADE 445 445 CONDUITS TO TIE TO / GUEST WING ELECTRICAL ROOM (SEE 440 ARCH/MEP PLANS FOR FURTHER DETAILS) PROP. TELECOMMUNICATION 1 A DUCT BANK 54-53 GT.1-53 GT.1-5 430 420 9+50 10+00 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 SSWR PUMP STATION - 60 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 MANHOLE CLEANOUT STA 12+95.27 1 STA 10+44.97 TOP 437.26 52 TOP 447.76 INV IN 427.66 (50-1) INV IN 444.15 (GT.1-51) INV IN 424.87 (1A-1) INV OUT 442.43 (52-51) INV OUT 424.70 (EX.8") MANHOLE MANHOLE STA 11 +44.68 51 STA 12+75.89 50 TOP 443.50 TOP 438.28 INV IN 438.69 (52-51) INV IN 432.13 (51-50) INV OUT 438.69 (51-50) INV OUT 430.14 (50-1) GREASE INTERCEPTOR #1. SEE MEP PLAN UTILITY CABINET 450 CONDUITS _ (SEE MEP PLANS) PROP. EXISTING UTILITY EXIST. GRADE GRADE 445 T MIN 440 52-51 1.5' 9 F 6" PVC @3.5o STORM _ 435 PIPE (209) EXISTING POWER EXISTING UTILITY 430 51-50 EXISTING 3 1' OF POWER 6" SDR-35 PVC EXISTING UTILITY I 425 50-1 17+00 11+00 12+00 SSWR HALL - 1 HORIZ SCALE: 1"=50' VERT SCALE: 1 "=5 18+00 MANHOLE 19+00 420 13+00 13+50 50 0 5 PROFILE SCALE 20+00 QP 1, Y , V CRAIG W. J. KOTARSKI Lic. No. 0402048507 Ss7aNAL � M E 0 0 O1 U N ui N C > E w Q •E ~ U 0) 3 Q � o LU0ce r`a� < _j aLU J -Ln p N c� to N z Q Q :0 U-) _ � N 1.0 = U > U') H Q c Ln 0 0% � N � M a d- Lp J Ln M O L7 n O 2 H 0 w > w U Q Z O c~n V, O I� z O F a a U V) w 0 Z O W ct Z 0 w CX O O 4 4 j CK a 0 0 w LU J J DATE 09-16-2019 DRAWN BY 1. SANDERS DESIGNED BY A. ALLISON CHECKED BY C. SHIFFLETT SCALE V / z W 2: U.1 O ^� C L N� W V / a z 0 I L F-1 V) z>W Q�� U_ V) ° "O z�W O J Q W m J Q 0 j J i U V W JOB NO. 40241 SHEET NO. C7.00 c O m 0 3 c D a N L)O �W O O z nO o c T � M E ° D C C � M C 1 O D � c Z � � 3 Z D a � a x m 0 a-C ° 3 a a) c' i Y M U � 0. O U U a C O C 0 N E C U N O 'D C �U 0 C .O M U mCU C @ U o. o (na) L CLEANOUT CLEANOUT STA 10+40.27 46 STA 10+00.00 TOP 451.85 TOP 450.90 46B INV IN 447.93 (GT.2-19-46) INV IN 449.13 (REST.-46B) INV IN 447.94 (46A-46) INV OUT 449.14 (46B-GT.2) INV OUT 446.00 (46-45) 455 455 PROP. GRADE EXIST. GRADE 450 77 450 46B-GT.2 8.547-OF 6"ISDR-35 PVC GT 2-19-46 6" SDR-35 P C 0 - GREASE INTERCEPTOR #2. SEE MEP PLAN INV. IN = 449.05 INV. OUT = 448.88 INS MANHOLE CLEANOUT 25 STA 10+31.50 CLEANOUT TOP 452.00 STA 10+20.56 26 INV IN 447.06 (26-25) TOP 452.90 INV OUT 447.06 (25-6) INV IN 447.44 (27-26) INV OUT 447.44 (26-25) MANHOLE CLEANOUT 6 STA 10+85.02 STA 10+00.00 TOP 451.15 TOP 453.36 27 INV IN 445.45 (25-6) INV IN 448.32 (HALL-13) INV IN 429.78 (EX-8") INV OUT 448.32 (27-26) INV OUT 429.67 (6-5) 460 460 PROP. 455 GRADE 455 EXIST. GRADE 450 450 INTERNAL OP CONNECTION I / 25-6 445 S3 52 4 J 6„ 27-26 SCR 35 PV 20.56' OF @ 3, pp% C 4" SDR-35 PVC @ 4.25% 440 4 STORM 26-25 PIPE (449) 10.94' OF 4" SDR-35 PVC @ 3.50% 435 4 430 I 430 425 425 9+50 10+00 11+00 11+50 9+50 10+00 11+00 11+50 9+50 10+00 11+00 11+50 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 KESWICK HALL ADDITIONS AND SITE IMPROVEMENTS (SDP-2018-016) SCALE: 1 " = 20' LETTER OF REVISION #1 TIMMONS GROUP Letter of Revision #1 Summary - Profiles "SSWR 46B - 46", "SSWR 42 - 9" & "SSWR 46A - 9" have been revised to reflect a 4" to 6" PVC. - The "Golf Club Sanitary - SSWR 8" profile has been revised to reflect the new location as seen on Sheet C4.00. - Modification to the Stormwater routing is not required as part of this L.O.R. - Retaining walls greater than 3 feet in height require a separate building permit. Walls exceeding 4 ft in height require a stamped design also. Walls require inspections as outlined in the USBC. O.D. PIPE d d 8" SANITARY SEWER PIPE 4 Qa SDR-35 d 3,000 PSI CONCRETE d d d d 8„ Iq . • d a NOTES: 1. CONCRETE TO BE A MINIMUM OF 3,000 PSI 2. DETAIL TO BE UTILIZED WHEN PIPE INSTALLATION DEPTHS EXCEED 15 FT FROM FINAL GRADE 3. SEE SANITARY SEWER PROFILES FOR ADDITIONAL INFORMATION PIPE LOAD ARCH DETAIL NO SCALE HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 CLEANOUT CLEANOUT STA 10+40.43 STA 10+88.75 TOP 464.75 41 40 TOP 453.10 INV IN 458.80 (42-41) INV IN 447.90 (41-40) INV OUT 451.76 (41-40) INV OUT 445.30 (40-9) MANHOLE 9 STA 11+12.60 TOP 447.50 CLEANOUT INV IN 433.43 (10-9) STA 10+00.00 42 INV IN 443.87 (40-9) TOP 466.15 INV IN 443.57 (45-9) INV OUT 462.84 (42-41) INV OUT 433.33 (9-8) 470 47 465 460 42-41 PROP. 4 GRADE SDR-35 PVC EXIST. GRADE HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 CLEANOUT STA 10+91.63 11 TOP 443.83 INV IN 435.27 (12-11) INV OUT 435.27 (11-10) CLEANOUT STA 10+30.36 12 TOP 439.65 INV IN 436.18 (G.C.-12) INV OUT 436.18 (12-11) 455 CLEANOUT CLEANOUT STA 10+56.16 STA 10+34.43 31 30 TOP 451.40 TOP 451.50 INV IN 444.55 (31-30) INV IN 444.99 (32-31) INV OUT 444.55 (30-7) INV OUT 444.99 (31-30) MANHOLE CLEANOUT 3.32 STA 10+05.09 32 30 TOP 452.20 .41 (30-7) INV IN 446.75 (HALL-32) .44 (EX 8") rINV INV OUT 446.75 (32-31) 31.44 (EX 8") 460 460 PROP. GRADE EXIST. GRADE 455 55 4 STORM PIPE (451) 50 HALL/32-j 5.09' 6" SDR-35 P@ 5.044032-3131-30J 29.33' OF 21.73' OF 6" S R-35 PVC 6" SDR-35 PVC @ 6.00% @ 2.00% 435 30-7 7.15' OF 6" SDR-35 PVC @ 2.00% 430 425 450 INTERNAL DROP CONNECTION 4451 440 4 4 9+50 10+00 11+00 11+50 SSWR 32 - 7 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 MANHOLE STA 10+00.00 6 TOP 451.15 INV IN 445.45 (25-6) INV IN 429.78 (EX-8") INV OUT 429.67 (6-5) CLEANOUT 7.15' OF 6" SDR-35 PVC @ 2.00% 430 425 450 INTERNAL DROP CONNECTION 4451 440 4 4 9+50 10+00 11+00 11+50 SSWR 32 - 7 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 MANHOLE STA 10+00.00 6 TOP 451.15 INV IN 445.45 (25-6) INV IN 429.78 (EX-8") INV OUT 429.67 (6-5) CLEANOUT 10 STA 11 +52.63 _ TOP 445.90 INV IN 434.35 (11-10) INV OUT 434.35 (10-9) MANHOLE STA 13+08.15 fvhAK1HDLE 8 TOP 453.35 STA 12+14.03 INV IN 432.86 (9-8) TOP 447.50 INV IN 447.89 (35-8) INV IN 433.43 (10-9) INV OUT 432.66 (EX-8") INV IN 443.87 (40-9) INV IN 443.57 (45-9) INV OUT 433.33 (9-8) 455 455 450 PROP. STORM LOWER LEVEL GRADE ! PIPE (423) GOLF CLUB EXIST. GRADE / 450 \ 450 445 41-40 INTERNAL DROP CONNECTION '8-.3.1"Ofl 6" SDR-I EXTEND EXIST. 6" SANITARY PIPE 445 _ - 445 TOWARDS THE GOLF 440 COURSE AND 4, CONNECT TO PIPE 85' OF INTERNAL DROP G.C.-12 6" SDR-35 PVC CONNECTION INV. = 436.64 440 440 435 G.C.-12 30.36' OF 6" SDR-35 PVC 435 435 430@ 1.50% 12-11 11-10 10-9 9-8 61.26' OF 61.00' OF 61.40' OF 94.12' OF 6" SDR-35 PVC 6" SDR-35 PVC 6" SDR-35 PVC " SDR-35 PVC @ 1.50% @ 1.50% @ 1.50% @ 0.50% 9+50 10+00 11+00 SSWR 42 - 9 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 430 450 INTERNAL DROP CONNECTION 4451 440 43( PORTION OF LOAD ARCH (SEE DETAIL) 12+00 9+50 10+00 11+00 12+00 13+00 13+50 HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 450 440 435 CLEANOUT STA 10+00.00 TOP 454.40 35 INV OUT 448.33 (35-8) 460 M110 35-8 43.67' OF -35 PVC 8" SDR @ 1.00% 450 1' STORM PIPE (415A) 35 430 425 MANHOLE 8 STA 10+43.67 TOP 453.35 INV IN 432.86 (9-8) INV IN 447.89 (35-8) INV OUT 432.66 (EX-8") 460 PROP. GRADE EXIST. GRADE 455 INTERNAL DROP CONNECTION 450 445 440 430 9+50 10+00 11+00 11+50 HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 MANHOLE STA 12+07.37 4 TOP 428.70 INV IN 426.09 (5-4) INV IN 426.29 (20-4) INV OUT 426.09 (4-3) MANHOLE STA 11 +47.18 5 TOP 432.75 INV IN 427.46 (6-5) INV OUT 427.29 (5-4) RETAINING / WALL \ PROP. GRADE EXIST. RETAINING �- GRADE WALL STORM PIPE (413) \ NOTE: CONTRACTOR TO FIELD VERIFY THE DEPTH OF EXISTING UTILITIES AND NOTIFY ENGINEER IF A CONFLICT EXISTS. CLEANOUT CLEANOUT STA 10+2�24 45 STA 451. 5.93 TOP 45TOP 451.50 INV IN 447.93 (GT.2-19-46) INV IN 444.91 (46-45) INV IN 447.94 (46A-46) INV OUT 444.91 (45-9) INV OUT 446.00 (46-45) MANHOLE CLEANOUT 9 STA 10+95.43 TOP 447.50 STA 10+00.00 46A INV IN 433.43 (10-9) TOP 452.50 INV IN 443.87 (40-9) INV IN 448.36 (REST.-46A) INV IN 443.57 (45-9) INV OUT 448.36 (46A-46) INV OUT 433.33 (9-8) 460 460 PROP. 455 GRADE EXIST. GRADE 450 1' 46A-46 445 21.22fi R-35 PVC 4" SD 0 46-45 54:69 O� 6" SDR-35 PVC 2.0Q% 45-9 6" SDR-35 PVC 425 STORM PIPE (423) 450 445 440 9+50 10+00 11+00 11+50 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 CLEANOUT rINV 13+72.41 439.37 50 IN 425.25 (1D-1C)CLEANOUTOUT 425.25 (1C-1B) STA 13+64.94 TOP 439.00 1 D INV IN 425.29 (2-1 D) CLEANOUT INV OUT 425.29 (1 D-1 C) 1 B STA 13+83.39 0 TOP 437.75 0 5 CLEANOUT INV IN 425.20 (1C-1B) PROFILE SCALE STA 13+58.95 2 INV OUT 425.20 (1B-1A) TOP 439.75 CLEANOUT INV IN 425.32 (3-2) STA 14+14.32 INV OUT 425.32 (2-1D) 1A TOP 436.90 INV IN 425.04 (1B-1A) INV OUT 425.04 (1A-1) MANHOLE MANHOLE 3 STA 12+79.53 1 TOP 437.2644 TOP 430.00 INV IN 427.66 (50-1) INV IN 425.73 (4-3) INV IN 424.87 (1A-1) INV OUT 425.72 (3-2) INV OUT 424.70 (EX.8") 455 STORM / PIPE (427A) \ / 430 PORTION OF LOAD ARCH (SEE DETAIL) 425 6-5-/ 147.18' OF 8" SDR-35 PVC @ 1.50% 15 1 9+50 10+00 5-4 -/ 60.19' OF 8" SDR-35 PVC @ 2.00% STC PIPE (4 STORM PIPE (5038) I 4 3 3-2 72.17' OF 79.41' OF 8" SDR-35 PVC 8" SDR-35 PVC @ 0.50% @ 0.50% 2-1 D 6.00' OF 8" SDR-35 PVC @ 0.50% 1D-1C 7.46' OF 8" SDR-35 PVC @ 0.50% 11+00 12+00 13+00 SSWR 6 - 1 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 PIPE (EX18") I 1 A-1 35.08' OF 8" SDR-35 PVC @ 0.50% 1B-1A 30.93' OF 8" SDR-35 PVC @ 0.50% 1C-1B 10.99' OF 8" SDR-35 PVC @ 0.50% 14+00 4 4 41 41 15+00 15+50 sop Q CRAIG W J. K(YrAR S ICI > Lic. No. 0402045507 �IONAL ICi ! ��� M E 0 M O r1jN Ln Q O > E LULU E ~ U Ln a) 3 Q w o o U. L w O ro rY LU = M a J U 00 wJ-Lr; a > o N CAW N� ? +UN Z =3 O <oJG �� ~ 0 Q :3 a = U Q Ln U ~ c rn w �O N 0 z ary) O o ti tDD h_ > w w cri O O O j _ CK K 0 0 J J 0 LU w� � Q LU N N Q t0 N Z o� o O *� U) > DATE 0 09-16-2019 DRAWN BY 1. SANDERS • DESIGNED BY • A. ALLISON • CHECKED BY • C. SHIFFLETT • SCALE • 1 "=50' n v • z Uj Uj O L^L L1 �1 Uj z 0 0� ,^ Vl z>W :D U- O z"01� LU O J Q F�--1 2: LLJ lit Q 0 0 J J U H� V / LU JOB NO. 40241 SHEET NO. C7. 01 L_ 9+50 10+00 11+00 SSWR 42 - 9 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 430 450 INTERNAL DROP CONNECTION 4451 440 43( PORTION OF LOAD ARCH (SEE DETAIL) 12+00 9+50 10+00 11+00 12+00 13+00 13+50 HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 450 440 435 CLEANOUT STA 10+00.00 TOP 454.40 35 INV OUT 448.33 (35-8) 460 M110 35-8 43.67' OF -35 PVC 8" SDR @ 1.00% 450 1' STORM PIPE (415A) 35 430 425 MANHOLE 8 STA 10+43.67 TOP 453.35 INV IN 432.86 (9-8) INV IN 447.89 (35-8) INV OUT 432.66 (EX-8") 460 PROP. GRADE EXIST. GRADE 455 INTERNAL DROP CONNECTION 450 445 440 430 9+50 10+00 11+00 11+50 HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 MANHOLE STA 12+07.37 4 TOP 428.70 INV IN 426.09 (5-4) INV IN 426.29 (20-4) INV OUT 426.09 (4-3) MANHOLE STA 11 +47.18 5 TOP 432.75 INV IN 427.46 (6-5) INV OUT 427.29 (5-4) RETAINING / WALL \ PROP. GRADE EXIST. RETAINING �- GRADE WALL STORM PIPE (413) \ NOTE: CONTRACTOR TO FIELD VERIFY THE DEPTH OF EXISTING UTILITIES AND NOTIFY ENGINEER IF A CONFLICT EXISTS. CLEANOUT CLEANOUT STA 10+2�24 45 STA 451. 5.93 TOP 45TOP 451.50 INV IN 447.93 (GT.2-19-46) INV IN 444.91 (46-45) INV IN 447.94 (46A-46) INV OUT 444.91 (45-9) INV OUT 446.00 (46-45) MANHOLE CLEANOUT 9 STA 10+95.43 TOP 447.50 STA 10+00.00 46A INV IN 433.43 (10-9) TOP 452.50 INV IN 443.87 (40-9) INV IN 448.36 (REST.-46A) INV IN 443.57 (45-9) INV OUT 448.36 (46A-46) INV OUT 433.33 (9-8) 460 460 PROP. 455 GRADE EXIST. GRADE 450 1' 46A-46 445 21.22fi R-35 PVC 4" SD 0 46-45 54:69 O� 6" SDR-35 PVC 2.0Q% 45-9 6" SDR-35 PVC 425 STORM PIPE (423) 450 445 440 9+50 10+00 11+00 11+50 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 CLEANOUT rINV 13+72.41 439.37 50 IN 425.25 (1D-1C)CLEANOUTOUT 425.25 (1C-1B) STA 13+64.94 TOP 439.00 1 D INV IN 425.29 (2-1 D) CLEANOUT INV OUT 425.29 (1 D-1 C) 1 B STA 13+83.39 0 TOP 437.75 0 5 CLEANOUT INV IN 425.20 (1C-1B) PROFILE SCALE STA 13+58.95 2 INV OUT 425.20 (1B-1A) TOP 439.75 CLEANOUT INV IN 425.32 (3-2) STA 14+14.32 INV OUT 425.32 (2-1D) 1A TOP 436.90 INV IN 425.04 (1B-1A) INV OUT 425.04 (1A-1) MANHOLE MANHOLE 3 STA 12+79.53 1 TOP 437.2644 TOP 430.00 INV IN 427.66 (50-1) INV IN 425.73 (4-3) INV IN 424.87 (1A-1) INV OUT 425.72 (3-2) INV OUT 424.70 (EX.8") 455 STORM / PIPE (427A) \ / 430 PORTION OF LOAD ARCH (SEE DETAIL) 425 6-5-/ 147.18' OF 8" SDR-35 PVC @ 1.50% 15 1 9+50 10+00 5-4 -/ 60.19' OF 8" SDR-35 PVC @ 2.00% STC PIPE (4 STORM PIPE (5038) I 4 3 3-2 72.17' OF 79.41' OF 8" SDR-35 PVC 8" SDR-35 PVC @ 0.50% @ 0.50% 2-1 D 6.00' OF 8" SDR-35 PVC @ 0.50% 1D-1C 7.46' OF 8" SDR-35 PVC @ 0.50% 11+00 12+00 13+00 SSWR 6 - 1 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 PIPE (EX18") I 1 A-1 35.08' OF 8" SDR-35 PVC @ 0.50% 1B-1A 30.93' OF 8" SDR-35 PVC @ 0.50% 1C-1B 10.99' OF 8" SDR-35 PVC @ 0.50% 14+00 4 4 41 41 15+00 15+50 sop Q CRAIG W J. K(YrAR S ICI > Lic. No. 0402045507 �IONAL ICi ! ��� M E 0 M O r1jN Ln Q O > E LULU E ~ U Ln a) 3 Q w o o U. L w O ro rY LU = M a J U 00 wJ-Lr; a > o N CAW N� ? +UN Z =3 O <oJG �� ~ 0 Q :3 a = U Q Ln U ~ c rn w �O N 0 z ary) O o ti tDD h_ > w w cri O O O j _ CK K 0 0 J J 0 LU w� � Q LU N N Q t0 N Z o� o O *� U) > DATE 0 09-16-2019 DRAWN BY 1. SANDERS • DESIGNED BY • A. ALLISON • CHECKED BY • C. SHIFFLETT • SCALE • 1 "=50' n v • z Uj Uj O L^L L1 �1 Uj z 0 0� ,^ Vl z>W :D U- O z"01� LU O J Q F�--1 2: LLJ lit Q 0 0 J J U H� V / LU JOB NO. 40241 SHEET NO. C7. 01 L_ PROP. 455 GRADE EXIST. GRADE 450 1' 46A-46 445 21.22fi R-35 PVC 4" SD 0 46-45 54:69 O� 6" SDR-35 PVC 2.0Q% 45-9 6" SDR-35 PVC 425 STORM PIPE (423) 450 445 440 9+50 10+00 11+00 11+50 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 CLEANOUT rINV 13+72.41 439.37 50 IN 425.25 (1D-1C)CLEANOUTOUT 425.25 (1C-1B) STA 13+64.94 TOP 439.00 1 D INV IN 425.29 (2-1 D) CLEANOUT INV OUT 425.29 (1 D-1 C) 1 B STA 13+83.39 0 TOP 437.75 0 5 CLEANOUT INV IN 425.20 (1C-1B) PROFILE SCALE STA 13+58.95 2 INV OUT 425.20 (1B-1A) TOP 439.75 CLEANOUT INV IN 425.32 (3-2) STA 14+14.32 INV OUT 425.32 (2-1D) 1A TOP 436.90 INV IN 425.04 (1B-1A) INV OUT 425.04 (1A-1) MANHOLE MANHOLE 3 STA 12+79.53 1 TOP 437.2644 TOP 430.00 INV IN 427.66 (50-1) INV IN 425.73 (4-3) INV IN 424.87 (1A-1) INV OUT 425.72 (3-2) INV OUT 424.70 (EX.8") 455 STORM / PIPE (427A) \ / 430 PORTION OF LOAD ARCH (SEE DETAIL) 425 6-5-/ 147.18' OF 8" SDR-35 PVC @ 1.50% 15 1 9+50 10+00 5-4 -/ 60.19' OF 8" SDR-35 PVC @ 2.00% STC PIPE (4 STORM PIPE (5038) I 4 3 3-2 72.17' OF 79.41' OF 8" SDR-35 PVC 8" SDR-35 PVC @ 0.50% @ 0.50% 2-1 D 6.00' OF 8" SDR-35 PVC @ 0.50% 1D-1C 7.46' OF 8" SDR-35 PVC @ 0.50% 11+00 12+00 13+00 SSWR 6 - 1 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 PIPE (EX18") I 1 A-1 35.08' OF 8" SDR-35 PVC @ 0.50% 1B-1A 30.93' OF 8" SDR-35 PVC @ 0.50% 1C-1B 10.99' OF 8" SDR-35 PVC @ 0.50% 14+00 4 4 41 41 15+00 15+50 sop Q CRAIG W J. K(YrAR S ICI > Lic. No. 0402045507 �IONAL ICi ! ��� M E 0 M O r1jN Ln Q O > E LULU E ~ U Ln a) 3 Q w o o U. L w O ro rY LU = M a J U 00 wJ-Lr; a > o N CAW N� ? +UN Z =3 O <oJG �� ~ 0 Q :3 a = U Q Ln U ~ c rn w �O N 0 z ary) O o ti tDD h_ > w w cri O O O j _ CK K 0 0 J J 0 LU w� � Q LU N N Q t0 N Z o� o O *� U) > DATE 0 09-16-2019 DRAWN BY 1. SANDERS • DESIGNED BY • A. ALLISON • CHECKED BY • C. SHIFFLETT • SCALE • 1 "=50' n v • z Uj Uj O L^L L1 �1 Uj z 0 0� ,^ Vl z>W :D U- O z"01� LU O J Q F�--1 2: LLJ lit Q 0 0 J J U H� V / LU JOB NO. 40241 SHEET NO. C7. 01 L_ 14+00 4 4 41 41 15+00 15+50 sop Q CRAIG W J. K(YrAR S ICI > Lic. No. 0402045507 �IONAL ICi ! ��� M E 0 M O r1jN Ln Q O > E LULU E ~ U Ln a) 3 Q w o o U. L w O ro rY LU = M a J U 00 wJ-Lr; a > o N CAW N� ? +UN Z =3 O <oJG �� ~ 0 Q :3 a = U Q Ln U ~ c rn w �O N 0 z ary) O o ti tDD h_ > w w cri O O O j _ CK K 0 0 J J 0 LU w� � Q LU N N Q t0 N Z o� o O *� U) > DATE 0 09-16-2019 DRAWN BY 1. SANDERS • DESIGNED BY • A. ALLISON • CHECKED BY • C. SHIFFLETT • SCALE • 1 "=50' n v • z Uj Uj O L^L L1 �1 Uj z 0 0� ,^ Vl z>W :D U- O z"01� LU O J Q F�--1 2: LLJ lit Q 0 0 J J U H� V / LU JOB NO. 40241 SHEET NO. C7. 01 L_ �.••O. • 1 608 n Avenue TIMMONS GROUP Suite200 F 434.295.8317 YOUR VISION ACHIEVED THROUGH OURS. Charlottesville,VA 22903 www.timmons.com October 17, 2019 County of Albemarle Megan Nedostup, AICP—Principal Planner Department of Community Development 401 McIntire Road Charlottesville, VA 22902 RE: Keswick Hall Additions and Site Improvements SDP-2018-16 Letter of Revision Dear Ms. Nedostup: The following is a summary of changes reflected in the Letter of Revision#1 —Resubmission dated 10/17/19: • Sheet C1.00: Note#11 has been added to"Albemarle County Engineering General Construction Notes"per request from Michael Dellinger. The following is a summary of changes reflected in the Letter of Revision#1 submission dated 9/16/19: • Sheet C4.00:The stairs located between the Restaurant and the existing Golf Club have been shifted west. A retaining wall was added to accommodate existing grades.The arrangement of the stairs leading from the existing Golf Club to the lower level,adjacent to the golf cart path has been revised.The configuration of the pedestrian path on the east side of the Restaurant has been modified along with the required retaining wall. The sanitary sewer line connecting the existing Golf Club building to manhole#9 has been revised.The stair connection from the pool to the sidewalk has been revised to reflect a new alignment in the retaining wall. • Sheet C4.01:The proposed transformer location near the existing 1 story building has been moved east, towards the existing residential entrance. Conduits associated with the transformers have been relocated appropriately.The drop off lane, adjacent to the Guest Wing,within Club Drive has been revised to remove the oval green space. • Sheet C5.05:The proposed stairs located between the Restaurant and existing Golf Club have been revised.The grading plan has been modified accordingly.The stairs on the east side of the Golf Club that lead down to the golf cart path have been revised.The pedestrian access to the east side of the Restaurant has been modified to include a change in the proposed sidewalk and retaining wall.The sidewalk connection from the pool down to the sidewalk has been revised to include a new alignment in the retaining wall. • Sheet C5.06:The proposed transformer location near the existing 1 story building has been moved east, towards the existing residential entrance.Conduits associated with the transformers have been relocated appropriately.The drop off lane,adjacent to the Guest Wing,within Club Drive has been revised to remove the oval green space. • Sheet C7.00:A profile has been added for the conduit running from the transformers to the Guest Wing. Profile is titled"Guest Wing Power Conduit Profile". Sanitary sewer lines in profile"SSWR Hall—1"have been revised from 4"to 6"PVC. • Sheet C7.01: Profiles"SSWR 46B—46","SSWR 42—9"&"SSWR 46A-9"have been revised to reflect a 4" to 6"PVC.The"Golf Club Sanitary—SSWR 8"profile has been revised to reflect the new location as seen on Sheet C4.00. If you have any questions or comments, please feel free to give me a call at 434.327.1683. Sincerely, Andrew Allison Project Engineer CIVIL ENGINEERING I ENVIRONMENTAL I SURVEYING I GIS I LANDSCAPE ARCHITECTURE I CONSTRUCTION SERVICES • • • 0*. • Tra, smittaI YOUR VISION ACHIEVED THROUGH OURS. To: Date: October 17, 2019 Megan Nedostup Albemarle County Community Development Job No.: 40241 401 McIntire Rd Charlottesville, VA 22902 Regarding:SDP-2018-016 - Keswick Hall Additions and Renovations - Letter of Revision#1 We are sending you the following items: ® Attached n Under separate cover via n Shop Drawings ❑ Prints ® Plans n Specifications n Copy of Letter n Change Order n Other Copies Date Description 4 October 17, 2019 Site Plans 1 Letter of Revision Summary Letter This information is transmitted as checked below: 7 For Approval ❑ Approved as submitted ❑ Resubmit copies for approval VI For your use ❑ Approved as noted n Submit copies for distribution n As requested ❑ Returned for corrections ❑ Return corrected prints n For review/comment n Other n for bids due ❑ Prints returned after loan to us Remarks: Copy to: -Z(A• Signed: Andrew Allison Phone: 434.295.5624 Received by: Name(printed) Signature If enclosures are not as noted,please notify us at once Application for ' '- ,9y Letter of Revision ® ` ® Letter of Revision=$108 This application may require additional review by the Fire Marshal. Fees in addition to those shown on this application may be required as required by the Fire Prevention Code Fee Schedule. A copy of the schedule is available from the Fire Marshal. Final Site Plan Name and Number: Keswick Hall Additions and Site Improvements SDP 2018-016 Contact (who should we contact about this project) Andrew Allison street Address 608 Preston Ave, Suite 200 City Charlottesville State VA Zip Code 22903 Phone Number 434-327-1683 Email andrew.allison@timmons.com Owner of Record Keswick Club, LLC; H7 Holdings, LLC Street Address 701 Club Drive City Keswick State VA Zip Code 22947 Phone Number Email itrevenen@keswick.com Applicant Historic Hotels of Albemarle Street Address 701 Club Drive City Keswick State VA Zip Code 22947 Phone Number 434-923-4300 Email jtrevenen@keswick.com SUBMITTAL REQUIREMENTS: CK The appropriate fee, Iffi The site plan number that the change applies to, A request letter describing the proposed changes from the owner or authonzed agent, cx 4 copies of the plan that shows the proposed changes, Changes must be shown on the sheet or sheets from the approved final site plan.or on an 11"X17"copy of that portion of the approved final site plan. Owner/Applicant Must Read and Sign I hereby certify that the information provided on this application and accompanying information is accurate,true and correct to the best of my knowledge an be ef. • '1/17//7 Signature of Owner,Agent Date Andrew Allison 434-327-1683 Print Name Daytime phone number of Signatory FOR OFFICE USE ONLY S OR# Fee Amount$/O Date Paid L / y who7Tyt yt®.„cf G 7 Receipt tyi P 9r CkSWl By.()CC-el County of Albemarle Department of Community Development 401 McIntire Road Charlottesville,VA 22902 Voice: (434)296-5832 Fax: (434)972-4126 REVISED 4/23/2018 Page 1 of 1 • 'S• • 4 • 608 Preston Avenue P 434.295.5624 T I M M O N S GROUP Suite 200 F 434.295.8317 YOUR VISION ACHIEVED THROUGH OURS. Charlottesville,VA 22903 www.timmons.com September 17, 2019 County of Albemarle Megan Nedostup,AICP—Principal Planner Department of Community Development 401 McIntire Road Charlottesville, VA 22902 RE: Keswick Hall Additions and Site Improvements SDP-2018-16 Letter of Revision Dear Ms. Nedostup: The following is a summary of changes reflected in the Letter of Revision#1 submission: • Sheet C4.00: The stairs located between the Restaurant and the existing Golf Club have been shifted west. A retaining wall was added to accommodate existing grades. The arrangement of the stairs leading from the existing Golf Club to the lower level, adjacent to the golf cart path has been revised. The configuration of the pedestrian path on the east side of the Restaurant has been modified along with the required retaining wall. The sanitary sewer line connecting the existing Golf Club building to manhole#9 has been revised. The stair connection from the pool to the sidewalk has been revised to reflect a new alignment in the retaining wall. • Sheet C4.01: The proposed transformer location near the existing 1 story building has been moved east,towards the existing residential entrance. Conduits associated with the transformers have been relocated appropriately. The drop off lane, adjacent to the Guest Wing,within Club Drive has been revised to remove the oval green space. • Sheet C5.05: The proposed stairs located between the Restaurant and existing Golf Club have been revised. The grading plan has been modified accordingly. The stairs on the east side of the Golf Club that lead down to the golf cart path have been revised. The pedestrian access to the east side of the Restaurant has been modified to include a change in the proposed sidewalk and retaining wall.The sidewalk connection from the pool down to the sidewalk has been revised to include a new alignment in the retaining wall. • Sheet C5.06: The proposed transformer location near the existing 1 story building has been moved east, towards the existing residential entrance. Conduits associated with the transformers have been relocated appropriately. The drop off lane, adjacent to the Guest Wing, within Club Drive has been revised to remove the oval green space. • Sheet C7.00: A profile has been added for the conduit running from the transformers to the Guest Wing. Profile is titled"Guest Wing Power Conduit Profile". Sanitary sewer lines in profile"SSWR Hall— 1"have been revised from 4"to 6" PVC. • Sheet C7.01: Profiles"SSWR 46B—46", "SSWR 42—9"&"SSWR 46A-9"have been revised to reflect a 4"to 6"PVC.The"Golf Club Sanitary—SSWR 8" profile has been revised to reflect the new location as seen on Sheet C4.00. If you have any questions or comments, please feel free to give me a call at 434.327.1683. Sincerely, Andrew Allison Project Engineer CIVIL ENGINEERING I ENVIRONMENTAL I SURVEYING I GIS I LANDSCAPE ARCHITECTURE I CONSTRUCTION SERVICES • • ••• • • Tra..smittal YOUR VISION ACHIEVED THROUGH OURS. To: Date: September 17, 2019 Megan Nedostup Albemarle County Community Development Job No.: 40241 401 McIntire Rd Charlottesville, VA 22902 Regarding:SDP-2018-016 - Keswick Hall Additions and Renovations Minor Site Plan Amendment We are sending you the following items: ® Attached ❑ Under separate cover via ❑ Shop Drawings ❑ Prints ® Plans n Specifications ❑ Copy of Letter ❑ Change Order ❑ Other Copies Date Description 4 September 16, 2019 Site Plans 1 Letter of Revision Application 1 Letter of Revision Summary Letter 1 Check 87191 $108 This information is transmitted as checked below: ❑ For Approval ❑ Approved as submitted ❑ Resubmit copies for approval ® For your use ❑ Approved as noted ❑ Submit copies for distribution ❑ As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review/comment ❑ Other ❑ for bids due ❑ Prints returned after loan to us Remarks: Copy to: Signed: Andrew Allison Phone: 434.295.5624 Received by: Name (printed) Signature