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HomeMy WebLinkAboutWPO201800020 Plan - Other (not approved) WPO VSMP 2019-04-19KESWICK HALL ADDITIONS AND SITE IMPROVEMENTS 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 AREA PENDING SPECIAL USE PERMIT SP2018-001 MAGISTERIAL DISTRICT: RIVANNA EXISTING AREA: PARCEL 08000-00-00-00900 = 6.92 AC. PARCEL 08000-00-00-008ZO = 161.66 AC. EXISTING IMPERVIOUS AREA: 2.74 AC PROPOSED IMPERVIOUS AREA: 5.48 AC LIMITS OF DISTURBANCE: 9.95 AC SOURCE OF SURVEY, BOUNDARY, AND TOPOGRAPHY: TUCK MAPPING SOLUTION, INC. 4632 AERIAL WAY BIG STONE GAP, VA 24219 276-523-4669 PROJECT #: L17-10405 INFRAMAP CORP 10365 CEDAR LANE GLEN ALLEN, VA 23059 804-550-2937 PROJECT #: RV07317 TIMMONS GROUP 28 IMPERIAL DRIVE STAUNTON, VA 24401 540-885-0920 PROJECT #: 40241 DATUM: HORIZONTAL: NAD83 VIRGINIA STATE GRID SOUTH ZONE VERTICAL: NAVD88 REQUIRED YARDS (MINIMUM): FRONT: 75 FT SIDE: 25 FT REAR: 35 FT PARKING SETBACK: 25 FT PROPOSED USE: EXISTING HALL (MAX. HEIGHT 53.13') LAUNDRY FACILITY 3,805 SF (MAX. HEIGHT 20.17') NEW GUEST WING 40,000 SF (MAX. HEIGHT 34.00) POOL BAR 300 SF (MAX. HEIGHT 16,92) RESTAURANT 3,900 SF (MAX. HEIGHT 22.00') EXISTING PARKING: 216 SPACES PARKING REQUIRED FOR NEW DEVELOPMENT: EXISTING HALL: 36 GUEST ROOMS X 1 SPACE/GUEST ROOM = 36 SPACES LAUNDRY FACILITY: 2 EMPLOYEES X 1 SPACE/PER EMPLOYEE = 2 SPACES NEW GUEST WING: 42 GUEST ROOMS X 1 SPACE/GUEST ROOM = 42 SPACES POOL BAR: 300 SF X 13 SPACES/1,000 SF GFA = 4 SPACES RESTAURANT: 3,900 SF X 13 SPACES/1,000 SF GFA = 51 SPACES TOTAL = 135 TOTAL POST DEVELOPMENT PARKING PROVIDED: STANDARD SPACES = 145 HANDICAP SPACES = 7 (1 VAN SPACES) EXISTING SPACES TO REMAIN = 109 TOTAL SPACES =261 LOADING SPACES PROVIDED: EXISTING LOADING SPACES PROVIDED ON THE NORTHERN & SOUTHERN SIDE OF KESWICK HALL. WETLAND IMPACTS: NONE UTILITIES: PRIVATE DRAINAGE DISTRICT: CARROLL CREEK - RIVANNA RIVER THERE ARE CRITICAL SLOPES LOCATED ON THE NORTHERN SIDE OF THE PROPERTY, DIRECTLY BEHIND THE KESWICK GOLF CLUB ON THE EASTERN SIDE OF THE PROPERTY & IN FRONT OF KESWICK HALL ON THE SOUTHERN END OF THE PROPERTY. THERE ARE NO CONSTRUCTION ACTIVITIES PROPOSED WITHIN THE 100-YR FLOODPLAIN. CRITICAL SLOPES IMPACT WAIVER SDP201800016 KESWICK HALL ADDITIONS AND SITE IMPROVEMENTS - MAJOR AMENDMENT & SDP201800017 KESWICK HALL ENERGY PLANT - MAJOR AMENDMENT SPECIAL EXCEPTION CONDITION 1. THE AREA OF LAND DISTURBANCE ON CRITICAL SLOPES SHALL NOT EXCEED 30,031 SQUARE FEET AS SHOWN ON SHEET 1 OF THE PLAN ENTITLED "KESWICK HALL ADDITIONS AND SITE IMPROVEMENTS CRITICAL SLOPES WAIVER EXHIBIT" PREPARED BY TIMMONS GROUP AND DATED JUNE 25, 2018 L-- COLNrXOl \.I }.11 Depertmentur.ne -vIJ 401 nil i I R GM1nrlo toss llle, Vir„ _ .rt - lbnn (J34).1fF3N-12 fII•."'. I'n July 24, 20i8 Willi its NI'llen C/o V la along 321 E. Mats Snect: SW,u 400. Chnflduee,illa, Vn 22902 REr. $11201800001K ac lc 114 and Gulf Club Dery Ms 011 July. 11, 2018, the, beard of Suptlliloll teak situ, Amen I pry i.e,ly upp r,al SP200800042 to relucute :�I tiI peal be,, t II the a nergy plu n, add a , ew Whu.ue,.. eWind raiet antn a ste deWs b0ldng, and adder, d ,t insens (n to1u1 of 8G (uonrs). In nddlbnn, r I ehangrs l r. " J ,.n Mnpi'arcels08000000000870;08000000006OA0 Lc;i , I:._1, 11;-10- 1 The SP atal Lie p,rmU was ,pprtvntl by the BI and i J ond'It o tv, Plans. he adNad'be,.10 gh the All aria Cnm Iy 1 , { ntbe: project anted obey., nu oven nn the p, epafy as nppru 1 ,. rnl t nut all .pplii.bb, upp... Is A bu,u -.Kid and xant'June, Mil. wad, lion. or the SPRCIM 't PG.111111 ppury I or x.d wen phnnee w th.81 1: PI, �5,111 E I4.Ati iitt \ ni 4: 11, -and pprpvnl, 9fa ZONING COMPLIANCY: CI.}:.\IZ is 1<. Behvon 4 Weeny II Iny th saps { : "I =.;I: :, .. :..,- nI.A t pl R I ui Rugsddc nt(V31) 1226 sin. r 1A11I Magna \ctlnsro�p, A(,C l.' - - - Pnn0pull'le a,, LI Div sli,I RESOLulmu fu MPKUvK SP2Ul"I KESWICK E I. AND (MIX CLUB WRPRPAg Ile Owsar aKaw,ck Hell Filed mq,pbea,mn be amend a pmneedy�pms,d specal use past (811 2W tl00Ut2) fur Tax Mep Panels Otl000.00.(q-INNZO 0]WM1IJO OO.IMOAO end 0600UOOA0 OOYW re ml... and vapad Out spa end fimna--, add a pol bar expand 0m errerg plat, add a „-momlema.e a,d bmMry Inundate,m.,.... fle, ukmtl rcm .nawt In a sfuW-alone bulaing, ad add a wn ithe e.n eg kin fen 39 eddmewi moms, a well a at a m ab,nga to the perking sad d O niscWaian. ea e,lnalmedm n is efiad as Sprat Lm Pursue 2011100001 Keawai Hall and GOFCJub WHERHAS, on May 72, 2613. a&u a duty tested NNWbeare sK ft Alboussele Cbumy A mitg Commiwion recommended appins sd of SP 201"1 with coedldms see mmef" by mill and reo surnendcd miawr donee m be C.ru epnlal Pbva. and WMKRLAR, tehxgwt to the PI.e,irg Cnm one menmy the Aril eiexulun tam updtlpt f...It tl Plan datd 1. It, 2019 Nat pahnlly mA§ese i the Piwamg f..nnk,nnn a r«nmmendef. abusd .haigm to Ibe CAneep[va{ Plan hmvever, the upeusd Cenceptud FIl uaanned a dfih anal changes Ira wnm nun wnside d by 6. Planning Commuvm,, and wHLk6A5, uln July 11, 201S. tdw AiOa,wiv Ceemy IJemd ofSalwrviwn bM a duly no0uul pabtic hear t g oa SP 201041. NOWT M,11PORP. RE IT Rio II Maroon mmidemtis. nr Id romgnung.fhc Waft rep.rtp uNs fir SP M I l and.11 er,ts.Owbmenn, use ,n! es, art-runed .1 de pub lit haring, snd than "aura anlmaa ue a spoad ose proud ., Albunale County Cude § Ib33 tl, 11x, Albwt,ale Courey liewd of Sapw+ism baby asp. SP 201 I0 , aetleet is, due u,Mtthw, sls.daod hem e, rrludmp Coudititu a I, •bish mf saes the Ceetept d Plan dad June 11, MI A ad the Nerrarvo dabu1 January IA, 201 tl, vpdnd Iwo 11, W tan_ I, Clinlaenc K. Bergman, M sway wafify ova Ow faregrI welring Is a - ee --py of a esdd litiow., at. nabyeefi,nge Rhidden July 11, 2C/0,.y1 �&/oJ�fA�UlM1e�ta('f�le'Cr/aN!my, vvRilie, bya vacoQOs Ingyp. Clerk, Bond ofCat"q Sua���"~ AM, Hay Mr. Nit Mr L.U.wsy Y its. Mend y Ms M14Ka l Y Ms P.1- y Mr R.Welph y VSMP AMENDMENT - WP0201800020 COUNTY OF ALBEMARLE VIRGINIA 4/19/2019 SITE LOCATION taa 0WO ax FOX HILL ROYAL ACRES O 4 Keswick v .TS MAGRUDER 0 O FITZWOOD Ca VICINITY MAP 111-20001 DEVELOPER: HISTORIC HOTELS OF ALBEMARLE LLC 701 CLUB DRIVE KESWICK, VA 22947 CONTACT:JOHN TREVENEN TELEPHONE: 434-923-4300 ENGINEER OF RECORD: TIMMONS GROUP 608 PRESTON AVE. SUITE 200 CHARLOTTESVILLE, VA 22903 CONTACT: CRAIG KOTARSKI, P.E. TELEPHONE: (434) 327-1688 SP-201tl-00001 Keawlcl fln4 d 4 V CI I f al 1 UevcloPmen[a,d ttva slutlih I sh th f I.: t : I I c Speua4Usc Pcr n t l'Im" p. p d y H n Ii .�.I I 1 -,,: Plue dot.dJanuary 1A,2018,updatedJsno11,1018 r .,..Ii. 7cn,ng Adrtumvtrutar 2. 'lherusm S und ire d tory I pnnn Vu l n ty t Ih t o yste / '- [ I J G) I: 0 ga0oua pu Say). Iff!'ceenud term stunt up , I�.1 ..,, e demand for raalAendN tteen, illc upphcunt shall \ L,n n1 a ynppr� h , the sysmm fmm the, Vvgmia Dupartment of 7l II , _ -: ) { �,,, . , .. I ,rJlty. old tiro NUa,nnda Comity Board ofSupary snr net ex'vv,g err Fl nrta dcma,l ter res,dmlt I ,, ,.. ,. .,_.:, I •,... 3. 'fheuppl,e..tslmll soak and obtdnall newas 1., r 11, '.r.' t I1:,1r1., Alhemarlc County Pisa Rescue Department for.,, ,,,{ r o{cmN f, p, t tan ax 4nawhudmlhP"Nt I t I I I 1 Ksswickllnll&GoIFCluli'prepnrtrd by'lrmmt r p,.. ,;,.1 �..., .. Ir „1,I\I... 19,2018(hcrainnRer b."20f7 WnlarlWeltew I ) I 1 beprpvcm ind b d Ph LA fll 201 ofoccup yPer the unprn ants in Phuse. IA nfmomdmwmd water syiw.I Nup,evemane. 4 lhaappl t 111 auk and b 41, a ssnry , Is. I:" sere rvtxo F ni near xyvLL mprovomedt [o--eru,�Je W,. nanny. died-bpti yI, d Ihcd in he 2.017W 1, y _ Pmpcsed p b d .lbed is Phase lA oYncuupu cy tar the mprovcn enism Yhasn lA ,,:,,I Uepnranant fbleplsp, (he Virldida, Ueportmgt, I , RcacnoU yaWtnl, ad complchob of than ufom ,.I ,:...ry .,, ,,.. _..,.. .5. No uupbuted pwpiery shod be subdivided end III , ..,I a .. s I! b:. _. ,dual upplicxm ianyns[{ul.t to th aI atncnan pt than l 1 .> r..1, , ,I y .. dug unntmi Wan., sysium perm,tta l and upp.,.,i by I d In'i nond.d or such subsequent penult approved by 11, \ Supply Bngmaering and the Be.,,[ of supervis r well a a dlie neon fillp­­Iuls, iinuebual We J III IJntantum to Il atmo is N a 1,h Mp In k p it dam C. on, than bi. I n I) purtme t f 11 Id end the Cau ny Ungmcar G. Except for any-nintaptlspaunlhupmperry I< I- tdbe used only by he _ Ketwiekl,try Club Wid4eir hishera 7 In Its ov,eu, dirtItl ttnra arnutilry for 11.., need ,err bePom111y 11, 2020, it shall b"Ir �i,, d.,_d, I , me „ ensue"cam, d meuts'PupsI Waouef.uy R. All parking ablivnad or u.pandcd atterJl II o,'.e.,:l setback 9, Kbswtck lidnd shall ha the pr nary a:tens SIGNATURE PANEL Sheet List Table Sheet Number Sheet Title CO.00 COVER C1.00 NOTES AND DETAILS C1.02 NOTES AND DETAILS C1.03 NOTES AND DETAILS C2.00 SHEET INDEX C2.01 EXISTING CONDITIONS C2.02 EXISTING CONDITIONS C2.03 EXISTING CONDITIONS C2.04 EXISTING CONDTIONS C2.05 EXISTING CONDTIONS C2.06 DEMOLITION PLAN C2.07 DEMOLITION PLAN C2.08 DEMOLITION PLAN C2.09 DEMOLITION PLAN C2.10 DEMOLITION PLAN C3.00 EROSION AND SEDIMENT NOTES AND DETAILS C3.01 EROSION AND SEDIMENT CONTROL PHASE I C3.02 EROSION AND SEDIMENT CONTROL PHASE I C3.03 EROSION AND SEDIMENT CONTROL PHASE I C3.04 EROSION AND SEDIMENT CONTROL PHASE I C3.05 EROSION AND SEDIMENT CONTROL PHASE I C3.06 EROSION AND SEDIMENT CONTROL PHASE II C3.07 EROSION AND SEDIMENT CONTROL PHASE II C3.08 EROSION AND SEDIMENT CONTROL PHASE II C3.09 EROSION AND SEDIMENT CONTROL PHASE II C3.10 EROSION AND SEDIMENT CONTROL PHASE II C5.00 GRADING AND DRAINAGE PLAN C5.01 GRADING AND DRAINAGE PLAN C5.02 GRADING AND DRAINAGE PLAN C5.03 GRADING AND DRAINAGE PLAN C5.04 GRADING AND DRAINAGE PLAN C5.05 GRADING SPOT SHOTS PLAN C5.06 GRADING SPOT SHOTS PLAN C5.07 GRADING SPOT SHOTS PLAN C5.08 GRADING SPOT SHOTS PLAN C5.09 GRADING SPOT SHOTS PLAN C6.00 STORMWATER MANAGEMENT SUMMARY -PRE -DEVELOPED C6.01 STORMWATER MANAGEMENT SUMMARY- PRE -DEVELOPED FLOW PATHS C6.02 STORMWATER MANAGEMENT SUMMARY -POST -DEVELOPED C6.03 STORMWATER MANAGEMENT SUMMARY- POST -DEVELOPED FLOW PATHS C6.04 STORMWATER MANAGEMENT SUMMARY - DETAILS C6.05 STORMWATER MANAGEMENT SUMMARY - DETAILS C6.06 STORMWATER SUMMARY PLAN C6.07 STORMATER DESIGN TABLES AND CALCULATIONS C6.08 STORMWATER DESIGN TABLES AND CALCULATIONS C6.09 PERMEABLE PAVER INSTALLATION AND MAINTENANCE C6.10 STORMWATER MANAGEMENT FACILITIES EASEMENT PLAN C7.03 PROFILES C7.04 PROFILES C7.05 PROFILES C7.06 PROFILES Re 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 TOTAL SHEETS = 51 APPROVAL DATE Sheet List Table Sheet Number Sheet Title mill L6.00 PLANTING KEY PLAN L6.01 PLANTING DETAILS L6.10 ENTRY RD & PARKING N. TREE PLANTING PLAN L6.11 ENTRY ROAD AND PARKING S. TREE PLANTING PLAN L6.12 ENTRY RD & PARKING N UNDERSTORY PLANTING PLAN L6.13 ENTRY RD & PARKING S UNDERSTORY PLANTING PLAN L6.14 BIORETENTION PLANTING PLAN ENLARGEMENTS L6.20 GOLF CLUBHOUSE TREE PLANTING PLAN L6.21 GOLF CLUBHOUSE UNDERSTORY PLANTING PLAN L6.30 RESTAURANT TREE PLANTING PLAN L6.31 RESTAURANT UNDERSTORY PLANTING PLAN L6.32 RESTAURANT UNDERSTORY PLANTING PLAN L6.40 POOL TERRACE TREE PLANTING PLAN L6.41 POOL TERRACE UNDERSTORY PLANTING PLAN L6.50 KESWICK HALL WEST TREE PLANTING PLAN L6.51 KESWICK HALL EAST TREE PLANTING PLAN L6.52 KESWICK HALL WEST UNDERSTORY PLANTING PLAN L6.53 KESWICK HALL EAST UNDERSTORY PLANTING PLAN L6.60 NEW GUEST WING WEST TREE PLANTING PLAN L6.61 NEW GUEST WING EAST TREE PLANTING PLAN L6.62 NEW GUEST WING WEST UNDERSTORY PLANTING PLAN L6.63 NEW GUEST WING EAST UNDERSTORY PLANTING PLAN L6.70 LAUNDRY & MAINTENANCE TREE PLANTING PLAN L6.71 LAUNDRY & MAINTENANCE UNDERSTORY PLANTING PLAN L6.80 PLANTING DETAILS L6.81 PLANTING DETAILS ON STRUCTURE L6.82 PLANTING DETAILS ROOF III F TOTAL SHEETS = 27 �'��air � G+CKAtG W 1 sfi''nrrnt `y y "';`a I u F�i H z O E H DATE 03-26-2018 DRAWN BY 1. SANDERS DESIGNED BY A. ALLISON CHECKED BY C. SHIFFLETT SCALE N/A Vl z W W LU a Z_ ID a LU Q O z"U W 013� Q ~� W DO f� Q J J 2 U LU JOB NO. 40241 SHEET NO. C0.00 L 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 Al 17.1-03. 30. THE CLEAR ZONE IS TO BE FREE OF STORED MATERIALS AND PARKED EQUIPMENT. 31. HORIZONTAL AND VERTICAL SIGHT DISTANCES SHALL BE FREE OF PARKED VEHICLES. 32. ALL EXCAVATED AREAS WITHIN THE CLEAR ZONE THAT HAVE A DEPTH GREATER THAN 6" SHALL HAVE A 6:1 STONE WEDGE PLACED AT THE END OF THE DAY 33. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT OF WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND MUST BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL:VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). BLASTING NOTES 1. BLASTING SHALL NOT BE PERMITTED ON THIS PROJECT. ALBEMARLE COUNTY STORMWATER MANAGEMENT NOTES 1. ALL DAMS AND CONSTRUCTED FILL TO BE WITHIN 95 % OF MAXIMUM DRY DENSITY AND 2 % OF OPTIMUM MOISTURE CONTENT. ALL FILL MATERIAL TO BE APPROVED BY A GEOTECHNICAL ENGINEER. A GEOTECHNICAL ENGINEER IS TO BE PRESENT DURING CONSTRUCTION OF DAMS. 2. PIPE AND RISER JOINTS ARE TO BE WATERTIGHT WITHIN STORMWATER MANAGEMENT FACILITIES. 3. FOR TEMPORARY SEDIMENT TRAPS OR BASINS WHICH ARE TO BE CONVERTED TO PERMANENT STORMWATER MANAGEMENT FACILITIES; CONVERSION IS NOT TO TAKE PLACE UNTIL THE SITE IS STABILIZED, AND PERMISSION HAS BEEN OBTAINED FROM THE COUNTY EROSION CONTROL INSPECTOR. 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 80LBS1100SF & 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 17-2076) 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. LFc G Ki n ROADS - -m TRAFFIC STOP BAR IIIE� STORM PIPE & STRUCTURE NO. �® DROP INLET & STRUCTURE NO. CURB 0 CURB & GUTTER DRY CURB & GUTTER 0 PROPOSED PAVEMENT a PAVED DITCH - - JUTE MESH DITCH - CENTERLINE OF DITCH BENCH MARK . - - - - - - . CLEARING LIMITS - - R-1 VDOT STANDARD STOP SIGN - - 200 - -- EXISTING CONTOUR - 200 PROPOSED CONTOUR .240.5 EXISTING SPOT ELEVATION r TC 240.5 PROPOSED SPOT ELEVATION 0 PARKING COUNT SEWER S�S----S EXISTING SANITARY SEWER WATER EXISTING WATERLINE g" (y - PROPOSED WATER LINE Ito g" w - PROPOSED VALVE 'T TH e* W - 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 ALBEMARLE COUNTY FINAL PLAN GENERAL NOTES General Construction Notes I. 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 VOOT 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 (horizontalwertical). Where reasonably obtainable, lesser slopes of 3:1 or better are to be achieved. 6. Paved, rip -rap or stabilization mat lined ditch may be required when in the opinion of the County Engineer, or designee, it is deemed necessary in order to stabilize a drainage channel. 7. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic Control Devices. S. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe - Class III. 9. All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR Part 1926), 6" TYPE 21-B AGGREGATE BASE COURSE COMPACTED SUBGRADE DENOTES GRAVEL SECTION ON PLANS GRAVEL SECTION EDP' CONCRETE BUMPER BLOCK ANCHOR WITH 5/8" REBAR IMBEDDED 24" IN GROUND HANDICAP SIGN (VAN) VAN) HANDICAP SIGN rLOCATION (TYP.) / { 1 0 �4„ 8 5 0 PAINTED PER VDOT SPEC. 8. o 2% MAX. I 8' 8 18, 18, - ED( PAVE PAI ST I TYPICAL VAN HANDICAP SPACES TYPICAL PARKING SPACE DETAILS R=Ye" * _:II pp,. COMPACTED SUBGRADE REGULAR SPACE E OF MENT l" 1TED 11PE ICAL) CONTROL JOINT SPACED AT WIDTH OF WALK EXPANSION JOINT AT MAX OF 100' WITH PREMOLDED EXPANSION FILLER CONC. WALK 4"21-13 STONE FESSM FESEFM PAR(NG PARM E M - PENALTY PENALTY SWO SSOORE IM-M)RE TOW AWAYZ()fE TMNAWAYZX II VAN 6' ABOVE 6' ABOVE FINISHED FINISHED GRADE GRADE SPACES SHALL BE IDENTIFIED BY ABOVE GRADE SIGNS AS RESERVED FOR PHYSICALLY DISABLED PERSONS. PROVIDE ONE (1) R-7-8 SIGN AT EACH PARKING SPACE INDICATED ON SITE PLAN. SIGN SHALL BE ALUMINUM (PAINTED WHITE) WITH GREEN LETTERS AND INTERNATIONAL WHEELCHAIR SYMBOL. SIGN SHALL BE PLACED ON STEEL POST 1-1/2" O PAINTED BLACK SET IN MIN. Z 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 12" MIN (TYP.) r 1.5"DIA GALV. RAIL (TYP.) 2'-10" ' EXP. (TYP.) Z-10" JOINT 12" MIN FINISHED (TYP.) 12" GRADE (TYP.) ve• . WASH 1/2• R 050 MAX.) 5„ 1,A„ FINISHED 8 ° GRAD EXP. CONCRETE OINT W REBAR (12" O.C.) /8 WASH 5" # 57 STONE 1' (2) #5 REBARS, BOTTOM CONTINUOUS, ` LAP 2'T AT SPLICES NOTES: 1. FINE BROOM FINISH ALL STAIRS. COMPACTED SUBGRADE 2. RAIL ON BOTH SIDES OF STEPS (IF NOTED) 3 �1, 4" & SEE PLAN FOR RISER HEIGHT EXTERIOR STAIRS & HANDRAIL NON -SLIP BROOM FINISH iY O VARIABLE WIDTH' MAX. CROSS SLOPE 2 % 2,' " 4" 3,000 PSI AIR -ENTRAINED CONCRETE COMPACTED SUBGRADE 4" TYPE 21 B STONE COVER DENOTES CONCRETE SIDEWALK PAVEMENT ON PLANS NOTE: SIDEWALKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH VDOT STANDARDS. EE rn 8 N ,A N C > E 69 CONCRETE SIDEWALK PAVEMENT SECTION W > 3 No Scale ¢ LL ." 3 Q LL O oE O `m ¢ j 6 m EXPANSION JOINT WITH w ! - PREMOLDED EXPANSION i > o ry FILLER, "ZIP STRIP" OR U In ry M EQUIV., SEAL WITH 1/4" SEALANT 3 p N x O SILICONE SEALANT F NON -SLIP BROOM FINISH ce a LL a WWF 6x6 W2.9xW2.9 N = v N 2" = Q > vtOi U F to 1 w " T 10" 3,000 PSI AIR ENTRAINED PORTLAND .o+ rO1v CEMENT CONCRETE Z Z a v U Oti 6" TYPE 21A STONE COVERLU to COMPACTED SUBGRADE (CBR 11.2 2 O w tri � Z DENOTES CONCRETE SERVICE AREA PAVEMENT ON PLANS a (7 Z 0 O K O 2 � Z � � E HEAVY DUTY CONCRETE SECTION W No Scale w x ULu N N t Q N N 2.0" ASPHALTIC CONCRETE SURFACE O o 0 COURSE - SM-9.5A to 3.0" INTERMEDIATE BASE COURSE - BM25.0 > DATE �_�to,z i O 8" TYPE 21-B AGGREGATE SUBBASE COURSE r 03-26-2018 DRAWN BY J. SANDERS COMPACTED SUBGRADE DESIGNED BY DENOTES HEAVY DUTY ASPHALT PAVEMENT ON PLANS • A. ALLISON •• CHECKED BY HEAVY DUTY ASPHALT PAVEMENT SECTION • C. SHIFFLETf No Scale • • SCALE • V=20' Ln =21B RETE SURFACE COURSE - SM-9.5A • • E BASE COURSE W ��\/f COMPACTED SUBGRADE Uj DENOTES LIGHT DUTY ASPHALT PAVEMENT ON PLANS / LL LIGHT DUTY ASPHALT PAVEMENT SECTION a No Scale HI EXISTING PAVEMENT PROPOSED PAVEMENT 0 i J SAWCUT THROUGH a MATCH EX. CROSS v J EX. SURFACE w SLOPE UNLESS OTHERWISE � /� Q J COURSE SPECIFIED ON PLANS V 1 w & REMOVE PAVEMENT PROPOSED Q 2' MIN. III SURFACE 2" • COURSE Z > EXISTING }F 0 PAVEMENT Z LnQ Z MILL EX. U Q SURFACE COURSE Z W SAWCUT EX. BASE COURSE O Q'� EDGE OF PAVEMENT AGGR. BASE ¢ LLI NOTE: PROPOSED PAVEMENT MUST TIE LU DO 0 IN WITH EXISTING PAVEMENT F� Q Q z PAVEMENT REPLACEMENT JOINT DETAIL0 0/ No Scale IG1 J` T� 1.5%2" BITUMINOUS CONCRETE SURFACE COURSE - SM-9.5A 2 EXISTING AGGREGATE BASE U COMPACTED SUBGRADE �1 MILL AND OVERLAY SEQUENCE: REMOVE EXISTING ASPHALT. COMPACT AND ' ^ ROLL TEST EXISTING BASE COURSE. THEN PLACE l/ I NEW ASPHALT SURFACE. W\, DENOTES MILL AND OVERLAY i JOB NO, 40241 SHEET NO. 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Z ® HVAC UNIT M TELEPHONE PEDESTAL 0 CABLEPEDESTAL = STEEP SLOPES -CRITICAL C2.03 F DB. 1284, PG. 430y^-I C2.05 LIMITS OF \ C2.04 CZ.OZ SURVEY CRITICALII JGP `\ �\ SLOPES(TYP.) BOX _ASPHALT UGP- \ \ \ \ \ GS�JGGo jofL IRR / P APLO� pa63 1 m� /9 \g \ •� \ \ 1 ` \ \ HH \7.1 _-G-\- o0R° JGQ'(f,Q a447 \ E�@0 I S cN\\\ I WALL /JPHaLr /UGP /SL Ol0001 i FOC E TO COTE lvC ` SL £ TO BUILDING 8 \/ / I 'SHRUBS 1! \ B(QCK WALL OPG451.8 ` \ \' �' CONIC PAVERS _-___ 0 v _ TOP=451.88 INV 1N=442.75 TO /NV OUT=436.40AS UILDING l \ CHILLED WATER SEND/RETURN \I r IRR / / O GO G - _ , \\\ \ \ I c FF(T/LE)=452.42 1 STORY STUCCO UG \\ 'z=\\ BUILDING ASPHALT \ �NR\ZyC 0� \ TO U/LD/NG IN/BASEMENT CI9NC/BLY'7L" 'WALL, 1 ASPHALT 10\ TAMPED CONCRETE HH`�\\\�\\\ L 4 L I/ I / ° \ o / ' '+F l \ \\�aFF(WOOD) =466.09 / o / ASPHALT _ � \ BRICK ALK � \ m� `\� STORMGRATE N \� , \ `\ \\ 0, TOP=451.25 �\ S C/L/NV=448.1-_- ,-JOINT PARK/N \ � _ \\ \\ (CANNOT OBSERVE & ACCESS EASEMENT T \\ \RE PIPE INVERTS o cD• \\ \ Q R APPRO, LOCATION IRR \ / OB. 1282, PG.430 \ �Q' k ` \ \ '( HH , ,hy / \ / / , \ \ L\I \ \ JJ1,Q DB. 1282, PG.430EMENr N / \8 _op9 / o WV \\ \\ \ 6 H19TOR/C HOTELS o q3 E \`\�' asz - - - - -� \ �R '� \ \ - o P OF'ALBERmARLE, LLC r / 453 ,' DB. 4123 PG. 7361 d_ ' r ShRL/B/SMALL \ \ w; \\ \\\ , ��S' I 454 / • \ \sy2\ Ij \ \ \ ` \ \ .q9 \ \ \ \ \ \ \ \ ` \ \ \ \ \ I \\ 1 \ \ r ASPH'ALr , / l TR'EEAREA \ \ \Y 51 PARCEL ID: 0800-00-GO-00900 \ >, / 453' 1 \\ 4 \✓ `rRWG.9 \ \ \ \ ; \ \ `\ \ ` i 1 I \ \ I 19 :4CRES(PER PLAT /N DB 50 PG.4ss \ \ 'a3 / r ,\/�~� 4�458� IRR N73er��"E\� \ CURB (TYP) EM _ \,_..�� 462 / II�R _ '�- ASPHALT \IQV\ 435 \ IRR r,2 / \ ro ILPING \ 9 1 \ \ \ \ I 1 \ \ \ �_OP-4 1 -40 \ \ \ \ \ \ \ 1 \ I \ \ \ \ TOR-4 1. JO \\ \ ✓okr=432. w- TION _ � W - , IGA � P 1 '! l l d / 00[ W -/ JOINT P*K/NG )ACCESS IASEMENT ' 1 I OB. 1P82, PG.430 a`' \r II \ A� / /Cl� /C I / �/ \ I \ // N IRR HH/TARY/SEWER COB STONE \ \ Co \I 1 CU TYP) /CV�Sr iET G430 aoxl I !/ II i / / / / SHkUB/SMALX i rC I Q� ITRkE AR@AFF 52 p If I l WOOD 'SIGN lcv� I I y \ \ � w1/ I i \ \ or 0 /' I 3 \ \\ Q REFER TO PLAN TITLED "KESWICK HALL CENTRAL STOI,MGRATE \ I ENERGY PLANT DEMOLITION \ 1 CRITICAL ' \ , TQP-441.74�� AND RENOVATION" SDP ION. /'� %' I I 11 1 /NV�N=439.06 \ •-r \\ \ \ \ \ FOR DESIGN INFORMATION. SLOPES (TYP. /,i, I P`% 1 1 /NV 041T-438.84 (OTT_M#ILLEDIDEBRIS) STOR GR,4T TO 6 l/INV N=439.\46 Z(�OTTOMFILLEO 0 DEBRIS) l UNSPECIFIED WIDTH \ - - a•�- - n / ELECTRIC EASEMENT CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA CHORD BEARING CHORD C1 429.51' 193.03' 98.17 2504457" N43053'30"W 191.41' C2 241.77' 92.01' 46.57' 21°4822" N45'5149"W 91.46' C3 235.00' 100.28' 50.91' 24°2657" N22°44'1I"W 99.52' C4 336.92' 10297' 51.89' 17"3039" N19'16103"W 102.57 C5 35.00' 45.38' 26.52' 74°17'36" N9°0721"E 422T C6 736.93' 142.59' 71.52' 11 °05'11" N51 °4840"E 142.37' C7 35.00' 68.61' 52.20' 112°18'54" S77°37'0r'E 58.14' C8 286.92' 54.55' 2736' 10°5337" S16°00'317E 54.47' C9 285.00' 121.61' 61.74' 24°2654" S22°47'09 E 120.69' CIO 291.77 111.04' 56.20' 21°4819" S45°5445"E 170.37' Cif 379.51' 218.90' 112.59' 33°02'53" S40°17'31 E 215.88' C12 4516.71' 20508' 10256' 2°36'05" N45°5542"E 205.06' C73 1909.62' 239.97' 120.14' 7°1200" N51°2326"E 239.81' OPL ad„'V / �>CRAIU YJ7 ';' Lic Nu 0 �� 04/2 1 1 i rn u N Yi N > E E N ¢ LL c 3 Q jUOD W N N V H f Z x O oa �LL a x u ¢' ~ w a� Z Z � O O Lu F 2 f mac' ¢ Z O i c� Z 0 O K O _ � Z o � E w .w. rn rn x Q Lu N N Q N N O o 0 In J .d DATE 7 O 03-26-2018 DRAWN BY 1. SANDERS • DESIGNED BY • A. ISON • CHECKED BY C. SHIFFLETT • • SCALE • , V=20' •� V 1 W CLLu O W 0 HI z a (nz0 zce >� Z az0 a U W J Z � ICI F--I W '~�1 F I co h-q 0 W 0 J J 2 U I -I Lu v / JOB NO. 40241 SHEET NO. C2.01 L I \\ y / co /CV ®IRR HH /� - I IRR HH / I l \\ / 0'S, ITAERAYS FINERY / II I At \, Boxl / I ' I I FF=466.52 4 [ P L IIII \J IX � D \ - � \l I \ \ \ BOX ` .� Ox \\ C tr CFO/ TO BUILDING \ \\� JOINT PARK/NG I ` UiL / R k � CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA CHORD BEARING CHORD C1 429.51' 193.03' 98.17' 2504457" N43°53'30"W 191.41' C2 241.77' 92.01' 46.57' 21°4822" N45°5149"W 91.46' C3 235.00' 100.28' 50.91' 24°2657" N22°44'11"W 99.52' C4 336.92' 102.97' 51.89, 17"3039" N19'16'03"W 102.57' C5 35.00' 45.38' 26.52' 74°17'36" N9°OT21"E 42.27' C6 736.93' 14259' 71.52' 11105111" N51°48'40"E 142.37' C7 3500' 68.61' 52.20' 112°18'54" S77°37'07"E 58.14' C8 286.92' 54.55' 2736' 10°5337" S16°00'31 "E 54.47' C9 285.00' 121.61' 61.74' 24°2654" S22°47'09"E 120.69' C10 291.77' 111.04' 56.20, 21°48'19" S45°5445"E 110.37' C71 379.51' 218.90' 112.59' 33°02'53" S40'17'31"E 215.88' C12 4516.71' 205.08' 102.56' 2°36D5" N45°55427E 205.06' C13 1909.62' 239.97' 120.14' 7°72'00" N51°2326"E 239.81' \\ ACCESS EASEMENT 1282, PG.430 X'1 CONC. COLUMN I / / / I I ' / / 1 Ill I / , 1 / , / / / It / OO19 IRR 4H \ BR1C`C PAVER \ 'Z9 "E( I / L/ l 1 /RRr H 1� I/ b // \ CIO �l / TO BUILDING i / y FOUNTAIN CHILLED I HOT I./ \ o WATER /ai \ WATER I ND/RETURN I c SEND/ 3STORYSTUCCO lI \ \ TURN BUILDING W/BASEMENT \I \ \\ \ IB it / `� \ / OFF=466.58 I I I ! \\ ASPHALT IRRIGATION I / 1 / 1 II/ ,\`, r\ \ \ \ \ l l l I ' 1 I B lCK\ ALL \ \ \ \ 4k 3W3'CONC. PAD I �/ \ r�=' I / IIIt \ \1 \ -460� ` (c-l" C x i A 11 / \ W/RA/NBARREL TO BUILDING =v \ \ - \ ✓I \ I 1 RAVE r �I / c 11 \ \ aox cONC. COLUMN y / �/ ASPHALT`, \ y 6 \ \ x c c l I l I \ �TOlb vcv 45P�- I \ \ \\\ \ \ \\ `I I IRR HH Ep `r\ �\ \ \ \ VEHICLE'CHARGE PED TO BUILDING FF (TILE)=452. 62 / ` I ELE - i lRRii - 465 _-.454 \EIl IIII111 -y- , % 1s"s 01 OOLQ"� Eb( y OI / R /I' -CRITICAL UTLCR/T/CGC / I ' 1 \ \ ? AL ! I b \ \- c l l, �cs /, ' I To_ / SLOPES (TYP.) 1 ! z. 1 II I I / /cK Ix, CI' C. U/Lco u Ir D/N / /�'j-/ IRR IRR /RRMH � �02 � G / / l \ 1♦ \ �,''//I// / `a / / / // / / ,' / III �. �� ' , f I 1 I I \ \ 1 1 I I / I I I r �4 6 2 y� \ S.4N/TAR>/MH 450 / I I /d ,\ , / /TOP=45,6.8937,98 / I , / 111 -'� � � / / l l l /// / / 1 UNAB E TO REMOVE LID STORM \ TO`'=44788�\\\\'/Ia lIyILOUT=444.68 1 T_ \ �' T ' \� \ , / I I .4a9-' 3 Ill / �2�, i 50\ / \ '�` _ -` /// t1 g; ,ape'I �.'' / // \ 1 i / /'� II11� i,l,/,lI r,'/' \I` `-A IT I I I SIZE \ \� ti STORM \I i r \ $ CHANC�S �� l \- 0 44.94 \ \ _ _ _ _ / APLOC r , I / INV -436A6 T,' , \n*ydU 43fi. 11 /'//, \ ROCIIWAL - - \ , _ 7�./' l TO �444'1 I h?OT/1n` -/ I /' Q I I I I I I I i l / I I l // \ I/ U -lN- u\- \- M2 `�`� lRl�`� \ �l \`�\ I /i IRR HH , l b I I I It \1 II TFMR \ / 'F \ �( \ / \ \\CA FOHH L IRR 439" - _ NtA41 \lC �\\\ 1\ \ \ i - - I-�/l I hO / I I I \ IIII III I 1 I IRR\�---/X'­ /Y I Q' SAN/TARP MHHH 437 / I I I II I II ----TOP=43798 I/ INV IN T2/ / a97 EOI / M �r�' J INV OUT=425.5.69 ' / // \ STORM GRATE ' `,\ l cr\ ,Asjc�\ � -� `djy^ � \ / •�020 � � 'A\ //• \'I \ I ' / , // g5 . _ / I) 1 \ I \ 1 \ \ I l I \ \ TOP=408.56 INV 1N=404.69 / - jSTORM MA ` Goo` I /`h /2 �\ t \ `' - APPROX LQC477ON / , / / , bury / I 1 I I \I \njTOP=43Z i6 \\��\ IT D \ - - 15'VEPCO EASEMENT 1 \\ \ \ \ INV l (E)=431.41 I/ \ DB. 1147, PG. 675 / ' / ' / / / / -431. W \ / / `BU D/NG \ \ \\\ INV lN(NV'Vi=\4�29.38 /r \ _ _ _ / 430 (L\\VOUT='Q937 I / // I / / / 429 i &ONCRETE-PAD- - - i I O > �\ \, _ O� i OODENSTATUE - \ \ 02 `r> '� \ \ \\\>� _' 43 \ \a"5\\ I SITE LEGEND STORM GRATE INLTE FIRE HYDRANT ® WELL ® WATER VAULT OO TRANSFOMER/ELECTRIC BOX oa LIGHTPOLE ( GROUNDLIGHT ® UTILITY VAULT O UTILITYMANHOLE ® CLEAN OUT SCALE V=20' O BOLLARD SIGN 0 20' 40' Z ® HVAC UNIT m TELEPHONE PEDESTAL 0 CABLEPEDESTAL = STEEP SLOPES -CRITICAL F- 7 - - C2.03 I C2.01 - I-- I I_LVD C2.05 I C2.04 L - 2 2 --c`_- / / `���-``----- 69 TION ' �' 9 /2' PAVERS ✓ , _� \\ I } \ \ / _ / ` , \ \i�i\ b'l /\2� / Il \/ ' , ' , COMMUNICAYY/ONEA.ME/�T DA 46Y PG! 103/ O / `\ <` VlR \ T \ B \ 1 i/ l l 25'TBA6 / ' \ \I / / / 000 GLUM ,go /WOOD GAZEBr.� \ \ 4'WOOD FENCE �� /low,-- 4'WOOD FENCE I \\ - \ o ccq \ v ✓/ ---_ 0 O, \ \ \ _ \, - �\ \ ` STORM`GRA�'E \ < I I� - - _ TOP=431.92 - - - - - - • \ \ , \ \ \ , \`` \ 1 \ \ \ \S� INVlN=427.02------- - - - - -- INVOUT=76.74 m---__ -- \ BtY \ \�\ COBBLESTONE l \ - - _ _ _ _ - _ _ - _ _ _ _ _ _ - BAND I / \\ / /✓ / ��, \ (°i \ cu k \\ -- -- -- --- - - - - -- \ ` r 1-%CRAIC�YJ 7 ' i' nP,04/2G/1 rn 8 CL n O c7 DATE 03-26-2018 DRAWN BY J. SANDERS DESIGNED BY A. ALLISON CHECKED BY C. SHIFFLETT SCALE V=20' Lu Lu O G Lu V) z z>� Z Quo Ui a U Z w J Z ICI ~� Lu '~�1 0 W J 2 U I� W B NO. 40241 SHEET NO. C2.02 L \\ ACCESS EASEMENT 1282, PG.430 X'1 CONC. COLUMN I / / / I I ' / / 1 Ill I / , 1 / , / / / It / OO19 IRR 4H \ BR1C`C PAVER \ 'Z9 "E( I / L/ l 1 /RRr H 1� I/ b // \ CIO �l / TO BUILDING i / y FOUNTAIN CHILLED I HOT I./ \ o WATER /ai \ WATER I ND/RETURN I c SEND/ 3STORYSTUCCO lI \ \ TURN BUILDING W/BASEMENT \I \ \\ \ IB it / `� \ / OFF=466.58 I I I ! \\ ASPHALT IRRIGATION I / 1 / 1 II/ ,\`, r\ \ \ \ \ l l l I ' 1 I B lCK\ ALL \ \ \ \ 4k 3W3'CONC. PAD I �/ \ r�=' I / IIIt \ \1 \ -460� ` (c-l" C x i A 11 / \ W/RA/NBARREL TO BUILDING =v \ \ - \ ✓I \ I 1 RAVE r �I / c 11 \ \ aox cONC. 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U/Lco u Ir D/N / /�'j-/ IRR IRR /RRMH � �02 � G / / l \ 1♦ \ �,''//I// / `a / / / // / / ,' / III �. �� ' , f I 1 I I \ \ 1 1 I I / I I I r �4 6 2 y� \ S.4N/TAR>/MH 450 / I I /d ,\ , / /TOP=45,6.8937,98 / I , / 111 -'� � � / / l l l /// / / 1 UNAB E TO REMOVE LID STORM \ TO`'=44788�\\\\'/Ia lIyILOUT=444.68 1 T_ \ �' T ' \� \ , / I I .4a9-' 3 Ill / �2�, i 50\ / \ '�` _ -` /// t1 g; ,ape'I �.'' / // \ 1 i / /'� II11� i,l,/,lI r,'/' \I` `-A IT I I I SIZE \ \� ti STORM \I i r \ $ CHANC�S �� l \- 0 44.94 \ \ _ _ _ _ / APLOC r , I / INV -436A6 T,' , \n*ydU 43fi. 11 /'//, \ ROCIIWAL - - \ , _ 7�./' l TO �444'1 I h?OT/1n` -/ I /' Q I I I I I I I i l / I I l // \ I/ U -lN- u\- \- M2 `�`� lRl�`� \ �l \`�\ I /i IRR HH , l b I I I It \1 II TFMR \ / 'F \ �( \ / \ \\CA FOHH L IRR 439" - _ NtA41 \lC �\\\ 1\ \ \ i - - I-�/l I hO / I I I \ IIII III I 1 I IRR\�---/X'­ /Y I Q' SAN/TARP MHHH 437 / I I I II I II ----TOP=43798 I/ INV IN T2/ / a97 EOI / M �r�' J INV OUT=425.5.69 ' / // \ STORM GRATE ' `,\ l cr\ ,Asjc�\ � -� `djy^ � \ / •�020 � � 'A\ //• \'I \ I ' / , // g5 . _ / I) 1 \ I \ 1 \ \ I l I \ \ TOP=408.56 INV 1N=404.69 / - jSTORM MA ` Goo` I /`h /2 �\ t \ `' - APPROX LQC477ON / , / / , bury / I 1 I I \I \njTOP=43Z i6 \\��\ IT D \ - - 15'VEPCO EASEMENT 1 \\ \ \ \ INV l (E)=431.41 I/ \ DB. 1147, PG. 675 / ' / ' / / / / -431. W \ / / `BU D/NG \ \ \\\ INV lN(NV'Vi=\4�29.38 /r \ _ _ _ / 430 (L\\VOUT='Q937 I / // I / / / 429 i &ONCRETE-PAD- - - i I O > �\ \, _ O� i OODENSTATUE - \ \ 02 `r> '� \ \ \\\>� _' 43 \ \a"5\\ I SITE LEGEND STORM GRATE INLTE FIRE HYDRANT ® WELL ® WATER VAULT OO TRANSFOMER/ELECTRIC BOX oa LIGHTPOLE ( GROUNDLIGHT ® UTILITY VAULT O UTILITYMANHOLE ® CLEAN OUT SCALE V=20' O BOLLARD SIGN 0 20' 40' Z ® HVAC UNIT m TELEPHONE PEDESTAL 0 CABLEPEDESTAL = STEEP SLOPES -CRITICAL F- 7 - - C2.03 I C2.01 - I-- I I_LVD C2.05 I C2.04 L - 2 2 --c`_- / / `���-``----- 69 TION ' �' 9 /2' PAVERS ✓ , _� \\ I } \ \ / _ / ` , \ \i�i\ b'l /\2� / Il \/ ' , ' , COMMUNICAYY/ONEA.ME/�T DA 46Y PG! 103/ O / `\ <` VlR \ T \ B \ 1 i/ l l 25'TBA6 / ' \ \I / / / 000 GLUM ,go /WOOD GAZEBr.� \ \ 4'WOOD FENCE �� /low,-- 4'WOOD FENCE I \\ - \ o ccq \ v ✓/ ---_ 0 O, \ \ \ _ \, - �\ \ ` STORM`GRA�'E \ < I I� - - _ TOP=431.92 - - - - - - • \ \ , \ \ \ , \`` \ 1 \ \ \ \S� INVlN=427.02------- - - - - -- INVOUT=76.74 m---__ -- \ BtY \ \�\ COBBLESTONE l \ - - _ _ _ _ - _ _ - _ _ _ _ _ _ - BAND I / \\ / /✓ / ��, \ (°i \ cu k \\ -- -- -- --- - - - - -- \ ` r 1-%CRAIC�YJ 7 ' i' nP,04/2G/1 rn 8 CL n O c7 DATE 03-26-2018 DRAWN BY J. SANDERS DESIGNED BY A. ALLISON CHECKED BY C. SHIFFLETT SCALE V=20' Lu Lu O G Lu V) z z>� Z Quo Ui a U Z w J Z ICI ~� Lu '~�1 0 W J 2 U I� W B NO. 40241 SHEET NO. C2.02 L