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SDP201800079 Plan - Approved 2019-08-16
NOTES TAX MAP PARCEL AND OWNER INFO: PARCEL 08000-00-00-008ZO KESWICK CLUB LLC 701 CLUB DRIVE KESWICK, VA 22947 EXISTING ZONING: RA - RURAL AREAS SPECIAL USE PERMIT SP2018-001 APPROVED SDP---201-8-016 MAGISTERIAL DISTRICT: RIVANNA EXISTING AREA: PARCEL 08000-00-00-008ZO = 161.66 AC. EXISTING IMPERVIOUS AREA = 0.75 ACRES PROPOSED IMPERVIOUS AREA = 1.10 ACRES LIMITS OF DISTURBANCE = 2.67 ACRES SOURCE OF SURVEY, BOUNDARY, AND TOPOGRAPHY: TUCK MAPPING SOLUTION, INC. 4632 AERIAL WAY BIG STONE GAP, VA 24219 (276)-523-4669 PROJECT #: L17-10405 AIRBORNE SURVEY CONDUCTED: 7/31/2017 INFRAMAP CORP 10365 CEDAR LANE GLENN ALLEN, VA 23059 804-550-2937 PROJECT #: RV07317 TIMMONS GROUP 28 IMPERIAL DRIVE STAUNTON, VA 24401 540-385-0920 PROJECT #: 40241 DATUM: HORIZONTAL: NAD83 VIRGINIA STATE GRID SOUTH ZONE VERTICAL: NAVD88 REQUIRED YARDS (MINIMUM): FRONT: 25 FT SIDE: 25 FT REAR: 35 FT PROPOSED USE: SPA 16,260 SF BUILDING HEIGHT: 28 FEET EXISTING PARKING: 80 SPACES PARKING REQUIRED: 10 EMPLOYEES X 1 SPACE/EMPLOYEE = 10 SPACES 8 TREATMENT ROOMS X 2 SPACES/TREATMENT ROOM = 16 SPACES TOTAL SPACES = 26 TOTAL PARKING PROVIDED: 84 SPACES LOADING SPACES PROVIDED: NORTHWESTERN SIDE OF THE SPA BULDING. WETLAND IMPACTS: NONE UTILITIES: PRIVATE DRAINAGE DISTRICT: CARROLL CREEK - RIVANNA RIVER THERE ARE CRITICAL SLOPES LOCATED ON THE EASTERN SIDE OF THE PROJECT AREA. THERE ARE NO CONSTRUCTION ACTIVITIES PROPOSED WITHIN THE 100-YR FLOODPLAIN KESVVICK HALL SPA MAJOR SITE PLAN AMENDMENT SDP-2018-079 COUNTY OF ALBEMARLE VIRGINIA 10/22/2018 1 it = 2000' DEVELOPER." HISTORIC HOTELS OF ALBEMARLE LLC 701 CLUB DRIVE KESWICK, VA 22947 CONTACT: JOHN TREVENEN TELEPHONE: 434-923-4300 ENGINEER OF RECORD: TIMMONS GROUP 608 PRESTON AVE. SUITE 200 CHARLOTTESVILLE, VA 22903 CONTACT: CRAIG KOTARSKI, P.E. TELEPHONE: (434) 327-1688 53 �x S7LiEiTI` C?p` ALil�;�J�it7al, 17eparFra��aat or.t?aSazaalartSly i?tavetppuiett #Ill McIntire-,itaad, r&oAh 1Vtnt; Chitrtattesvlle, Vtr�ina Z?4t12-;a�lG 7.'raac ��� 2a4r-?��? t�uri t�t:l�k) 9?�mll7fa July 24, 2018 Utllraans;r lulEs n (VO Vttisriris''l taail 32� � �aitt��at,��plte"z#04k ChartOttesvltte, ua 22"i�7. Et 5l'2021it?QQ.UI }€s srtiictc Elnll knd.Golf Q b oear"ms. 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CI,�<A'FtAEYG;": 1JBfOze be}rrlra us,s us,alto+ ed Sy'ths spat iatl;catir perrki:t tar rt%tin Eaav x'yut stioors ruartlirrt kYre abut' rrc Sett actiorr� lilease contavt"ttetrc to Ka stlate , 43.a),2961-583.z grtK-3Z�4; .; Sheet List Table Sheet Number Sheet Title C0.0 COVER C1.0 NOTES AND DETAILS C1.1 NOTES AND DETAILS C1.2 NOTES AND DETAILS C2.0 EXISTING CONDITIONS C2.1 DEMOLITION PLAN C4.0 LAYOUT AND UTILITY PLAN C5.0 GRADING AND DRAINAGE PLAN C5.1 GRADING SPOT SHOTS PLAN C6.2 I STORMWATER DESIGN TABLES AND CALCULATIONS C6.3 STORMWATER SUMMARY PLAN C6.5 PERMEABLE PAVER INSTALLATION AND MAINTENANCE C6.6 STORMWATER MANAGEMENT FACILITIES EASEMENT PLAN C7.0 PROFILES C7.1 PROFILES 1-1.10 MATERIALS ENLARGEMENT PLAN L2.00 SITE DETAILS L2.01 SITE DETAILS L2.03 SITE LIGHTING DETAILS L2.04 SITE LIGHTING DETAILS L2.05 BOARDWALK DETAILS L2.06 SITE RAILING DETAILS L3.10 TREE PLANTING PLAN L3.20 UNDERSTORY PLANTING PLAN L3.30 MITIGATION PLANTING PLAN L3.60 PLANTING DETAILS KH LT1.00 LIGHTING PLAN KH LT1.00 SITE PHOTOMETRY TOTAL SHEETS = 34 SIGNATURE PANEL: DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNING & ZONING ENGINEERING INSPECTIONS ARCHITECTURAL REVIEW BOARD DEPARTMENT OF FIRE AND RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARTMENT OF TRANSPORTATION HEALTH DEPARTMENT R t J 1Jz'10N'rG l l avl; WHERE IIA , raga Ady 1 l;101 tlte S"upervisOrs laetli; a d4ly,nvtfced pubtic lrearirSg'on"3Y�'2tl'-13,,U�i: i" Cter Q red t} _ .ut'C .Arcot tr. Ave xiav Mr. Do AbE wnt Ms.latlek M+ l?alrrrei' y APPR(1\/AI nATG P 2QIk Ot aitl K svri4te E r►1J uais G60 Ctu6 Cunctitjntt L Mvi loji6eaat and use shalt br;.in a+ c gzd wish t6v �o ceptual plan tttEe f t`k�pswick7 tall olfcl ; Sps c al LIs Pcrnaat vi%*,'" px�pstred by liat# 710we Qn anti 'ted June 1 t; 2Qt8 (hexeafker"Loncepieial. ptan'xjx and parratrve tailed csrvrchl loll arat! tstxll Gtub_l'raalect.lE ve'r ftsae fts r "Narrative"} rlatezl`7aaraaary;ib;"2t}1 updatedIrxue 11, Q18, a <d terrraixrcd by tkte airector€ f lapw ens! the � s Adm 4ratom Z, 'Ptac resiauranr tavern, and i" atzd accesSpry n et" hal! rain eoaxaurne=v Ater in exs �;s.oi 3tEstirag perntitteii eapacrty rif, the exiatizag;� Ater systeaxa 47 ti,ii0atloua per day) Azad spwagsy."starer (64,064 gailOns per tliai! 1J iir c ntrai �tiatex Or sewerage system must toe expa tdetE to an eta or fixture tierdand %r rixsideraliatl taaSs, the 60Hcant:shali seek"and tiblaarr Alt ti xat isnty approvals #or ekpr2rrr iial the "system. tri�rrr ttar� Vir�rnla:,DepiarSmexatofl_%altla.tlae �dir�iirza ilepatnacnt.�rf<Environrricrstal C�u�tlity, zrrad kite lbenaurle County BQurd.:al SupetyrsOra."Aa y dxpall.slorr csl tlx c xttral,r Ater Or"scrverage systeut. to ureet a cas!!n "or fiztu ciemaai�i; rar residentlai.naeY gidtl bu sole2y'.fr�c the.use p€cesidenklal irsez�: 7'ia a plaea»t serail seek and Obtaiir Alt nes essary"agprovals,by the Yir nr,t I7elr,Orlt aenl.n lluatkh u i l zttnxte ounty'Fire fescue l7elaartrnerrE� o a 4vaEer system anipioyernent to support dedtcalcd rntur-rxat ,taxcs7rxr?tec,tion as deserriaucl Ara. ttre'`'4V.o#er airre! Wastdwater Facirtres k'1a�.2Qi7 tJgda#c? fret kf srslc EIaltc"Cratf4;trr(z prtltared tazazmons"£rtiup clated Deeeclr [,(i7 arad.revasetl,Sla 1; �418 (lreieinafler ttt"`F�t)I �" Wrtter/Wateivatex.Ttan" Eaeiaxe a butdiri errant #tir lh� 'rq "'asee3 4a p F urxpr€ vurnsrnSs described �-, ph4se _ 4 917P ±Zt117 �'atexf�tsastevaater.l'l rar may he assued,;T o c rti xcat s tat"ci ,M-R11 act fat eta lnzpi venrrairls ttr'I'has0 lA shall be issued pa;ior tx ilre s ram tletio�a of ilea arOreutetatiOraccl tvatc,r sjt$lerry irtaprt7veinen#. 1.pll60 shalt sc�;nct obtain Ali nc scary apprQVW4 tiXibe Allaegt to County 130aet? oaf: �lapervrsilrs #'tar n xvater �ysteaai inaprOvement Saar su�rp�ztt e�purzdc.cl.�tesriitkui Uapaelty pl'dta water" drstributron systt rrk as desxlbs d i,: tlre.� t1,�717idaterfWatevrater.Plyri befaie arty. 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ICcstuic,Gcauxa�ry C laxEp";Mail their. i%vlt�es ?� 7n thr� event that `the trstr; a4rur;CSue nt ac.iavtly fear which tiros spat°ral arse, p�rraax% as [s�rt�d as;rxot ecaprneucedtartor:beto tyty1t,, Q20,aS:shalt"bd-deeitaedaEaaiidonediaailthepe iaitterinivatdd:l'ltu mz "GomnrFce ; meana "crai tict}trSt,oF,atly steuctt rp rtegess3ary tta.ihv "noes crf tl d pexntit B AltpaaSku uesss:estfblislieitiri xp€iakdedatttr"Juty1I,`2t119A411cowply-vitlaamiiatlrnctttr2-lfrrat', seibac, I� s viclti ltoad.slaalt lee tltepriaxracy ai ass, , s ' -R (j C / CRA.Cir W.J. a0TAii S,9 tic 1-;o.. 0,402048507 M E O O � u rN N t= Q O > E W ~ U N N. 0 3 U. - 0, Lu O M � w J -Ln ce ID W N N d' `s0�X J > c, Q c U j Q ui c oN � M a d- �l- I = O LLI {" a � w w O Z > �000w c � Z OZj � O�Q Q W W ~ W 4 4 CL C4 rnrnrn� LLJ O N N DATE 1012212018 DRAWN BY C. GA YNER DESIGNED BY A. ALLISON CHECKED BY C. KOTARSKI SCALE N/A a� 0 N 3 ry rn 0 Q. a ^ o LL asD VI � H s z �. H 0 r ry, ro r-s � d c I w z o 0 0 J I-1 � 0 0 �O Lr 2 tY o O W 0- r� m (Do V ! Q s 11 � 0� L�.� ro I-. 0 I co M 0 re a to z O � a 2i x f- as 0- 0 n. °ow .3 I m � � (r cv - i i V �1 X 1= as I ' ar 00 w @ 0 0 o to -� E � U 0 0 JOB NO. .60 0 cn' 40,24.E >_ �o SHEET NO. ca 0 Q 0 CO.0 cn 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. Albemarle County Engineering 2. ALL MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF Final Plan General Notes Page t of 4 TRANSPORTATION'S SPECIFICATIONS AND STANDARDS. 3. PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR SHALL CONSULT THE ENGINEER AND VERIFY THE APPROVAL OF THE ALBEMARLE COUNTY PLANS BY ALL FEDERAL, STATE AND LOCAL AGENCIES. FINAL PLAN GENERAL NOTES 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). General Construction Notes 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 1. Prior to any construction within any existing public right-of-way, including connection to CURBS, SANITARY LINES, WATERLINES, ETC, PRIOR TO CONSTRUCTION. any existing road, a permit shall be obtained from the Virginia Department of 6. UPON DISCOVERY OF SOILS THAT ARE UNSUITABLE FOR FOUNDATIONS, SUBGRADES, OR OTHER ROADWAY CONSTRUCTION Transportation (VDOT). This plan as drawn may not accurately reflect the requirements of PURPOSES, THE CONTRACTOR SHALL IMMEDIATELY CONTACT THE OWNER. THESE AREAS SHALL BE EXCAVATED BELOW the permit. Where any discrepancies occur the requirements of the permit shall govern. PLAN GRADE AS DIRECTED BY THE OWNER'S REPRESENTATIVE, BACKFILLED WITH SUITABLE MATERIAL AND COMPACTED IN 2. All materials and construction methods shall conform to current specifications and ACCORDANCE WITH SPECIFICATIONS. standards of VDOT unless otherwise noted. 7. ALL STORM SEWER DESIGN AND CONSTRUCTION TO BE IN ACCORDANCE WITH VDOT STANDARDS. 3. Erosion and siltation control measures shall be provided in accordance with the approved 8. ALL STORM SEWER PIPE SHALL BE REINFORCED TONGUE AND GROVE CONCRETE PIPE IN ACCORDANCE WITH ASTM-C-76. erosion control plan and shall be installed prior to any clearing, grading or other PIPE WITHIN THE RIGHT OF WAY SHALL BE MINIMUM CLASS III OR GREATER IN ACCORDANCE WITH CURRENT VDOT construction. STANDARDS AND SPECIFICATIONS. 4. Alt slopes and disturbed areas are to be fertilized, seeded and mulched. 9. IF PRE -CAST UNITS ARE TO BE USED, VDOT SHALL BE NOTIFIED AND THE MANUFACTURER SHALL SUBMIT DRAWING DETAILS 5. The maximum allowable slope is 2:1 Where reasonably obtainable, FOR REVIEW. CERTIFICATION AND VDOT STAMP WILL BE REQUIRED ON ALL UNITS. lesser slopes of better are to be achieved. achieved. 10. ALL CONCRETE SHALL BE A3-AE (AIR ENTRAINED 3,000 PSI), UNLESS OTHERWISE NOTED. 6. s 11. ALL ENTRANCES ARE TO BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH CURRENT VDOT STANDARDS. r b Paved, rip -rap or stabilization neat lined ditch may be required when in the opinion of the 12. DESIGN CHANGES, SPECIFIED MATERIALS CHANGES AND/OR FIELD CHANGES FROM THE APPROVED PLANS NEED TO BE County Engineer, or designee, it is deemed necessary in order to stabilize a drainage RESUBMITTED TO THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK. A LETTER OF EXPLANATION SHALL ACCOMPANY channel. THE REVISED PLANS AND/OR THE DRAINAGE CALCULATIONS, WHICH MUST BE SUBMITTED AND APPROVED BY THE 7. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic ENGINEER. Control Devices, 13. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES SHOWN ON PLANS IN AREAS OF 8. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe -- Class III. CONSTRUCTION PRIOR TO STARTING WORK. CONTACT ENGINEER IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT 9. All excavation for underground pipe installation must comply with OSHA Standards for FROM THAT SHOWN ON PLAN. IF THERE APPEARS TO BE A CONFLICT, AND/OR UPON DISCOVERY OF ANY UTILITY NOT SHOWN the Construction Industry (29 CFR Part 1926). 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 I 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). BLASTING NOTES 1. BLASTING SHALL NOT BE PERMITTED ON THIS PROJECT. ALBEMARLE COUNTY STORMWATER MANAGEMENT NOTES 1. ALL DAMS AND CONSTRUCTED FILL TO BE WITHIN 95% OF MAXIMUM DRY DENSITY AND 2% OF OPTIMUM MOISTURE CONTENT. ALL FILL MATERIAL TO BE APPROVED BY A GEOTECHNICAL ENGINEER. A GEOTECHNICAL ENGINEER IS TO BE PRESENT DURING CONSTRUCTION OF DAMS. 2. PIPE AND RISER JOINTS ARE TO BE WATERTIGHT WITHIN STORMWATER MANAGEMENT FACILITIES. 3. FOR TEMPORARY SEDIMENT TRAPS OR BASINS WHICH ARE TO BE CONVERTED TO PERMANENT STORMWATER MANAGEMENT FACILITIES; CONVERSION IS NOT TO TAKE PLACE UNTIL THE SITE IS STABILIZED, AND PERMISSION HAS BEEN OBTAINED FROM THE COUNTY EROSION CONTROL INSPECTOR. GENERAL CONSTRUCTION NOTES FOR EROSION AND SEDIMENT CONTROL 1. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE -CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. 2. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS. 3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. 4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. 5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF -SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. 6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. 7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. 8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. 9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF -PRODUCING EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. 10. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA. 11. ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH FILL SHALL BE INERT MATERIALS ONLY, FREE OF ROOTS, STUMPS, WOOD, RUBBISH, AND OTHER DEBRIS. 12. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER ZONING ORDINANCE SECTION 5.1.28. 13. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13-301 OF THE CODE OF ALBEMARLE. 14. BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT SHALL BE LIMITED TO THE HOURS OF 7:OOAM TO 9:OOPM. 15. BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAT MAINTAINS LATERAL SUPPORT, OR ORDER TO MINIMIZE ANY HAZARD TO PERSONS, PHYSICAL DAMAGE TO ADJACENT LAND AND STRUCTURES/IMPROVEMENTS, AND DAMAGE TO ANY PUBLIC STREET BECAUSE OF SLIDES, SINKING, OR COLLAPSE. 16. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR CONVERT TO PERMANENT STORMWATER MANAGEMENT FACILITIES WHERE APPLICABLE ALL EROSION CONTROL MEASURES REQUIRED BY THIS PLAN REGARDLESS OF THE SALE OF ANY LOT, UNIT, BUILDING OR OTHER PORTION OF THE PROPERTY. 17. TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. SEEDING IS TO BE AT 75 LBS/ACRE, AND IN THE MONTHS OF SEPTEMBER TO FEBRUARY TO CONSIST A 50/50 MIX OF ANNUAL RYEGRASS AND CEREAL WINTER RYE, OR IN MARCH AND APRIL TO CONSIST OF ANNUAL RYE, OR MAY THROUGH AUGUST TO CONSIST OF GERMAN MILLET. STRAW MULCH IS TO BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 18, PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, AND MULCH. AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED AT 90LBS/1000SF, INCORPORATED INTO THE TOP 4-6 INCHES OF SOIL. FERTILIZER SHALL BE APPLIED AT 1000LBS/ACRE AND CONSIST OF A 10-20-10 NUTRIENT MIX. PERMANENT SEEDING SHALL BE APPLIED AT 180LBS/ACRE AND CONSIST OF 95% KENTUCKY 31 OR TALL FESCUE AND 0-5% PERENNIAL RYEGRASS OR KENTUCKY BLUEGRASS. STRAW MULCH IS TO BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 19. MAINTENANCE: ALL MEASURES SHALL BE INSPECTED WEEKLY AND AFTER EACH RAINFALL EVENT. ANY DAMAGE OR CLOGGING TO STRUCTURAL MEASURES SHALL BE REPAIRED IMMEDIATELY. SILT TRAPS SHALL BE CLEANED WHEN 50% OF THE WET STORAGE VOLUME IS FILLED WITH SEDIMENT. ALL SEEDED AREAS SHALL BE RESEEDED WHEN NECESSARY TO ACHIEVE A GOOD STAND OF GRASS. SILT FENCE AND DIVERSION DYKES WHICH COLLECT SEDIMENT TO HALF THEIR HEIGHT MUST BE CLEANED AND REPAIRED IMMEDIATELY. 20. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS OF FINAL SITE STABILIZATION, WHEN MEASURES ARE NO LONGER NEEDED, SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 21. THIS PLAN SHALL BE VOID IF THE OWNER DOES NOT OBTAIN A PERMIT WTIHIN 1 YEAR OF THE DATE OF APPROVAL. (WATER PROTECTION ORDINANCE SECTION 17-204G.) 22. PERMANENT VEGETATION SHALL BE INSTALLED ON ALL DENUDED AREAS WITHIN NINE (9) MONTHS AFTER THE DATE THE LAND DISTURBING ACTIVITY COMMENCED. (WATER PROTECTION ORDINANCE SECTION 17-207B) 23. NEW RETAINING WALLS 3 FEET AND HIGHER REQUIRE A SEPARATE BUILDING PERMIT. IF RETAINING WALLS ARE WITHIN MANAGED CRITICAL SLOPES, THE DESIGN MUST COMPLY WITH ALBEMARLE COUNTY CODE CHAPTER 18 SECTION 30.7.5. ROADS LEGEND TRAFFIC STOP BAR CD 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 . s . CLEARING LIMITS R-1 VDOT STANDARD STOP SIGN -- --- 200 - -- EXISTING CONTOUR 200 PROPOSED CONTOUR + 240.5 EXISTING SPOT ELEVATION TC 240.5 PROPOSED SPOT ELEVATION 1U PARKING COUNT SEWER ____, --------- s U, EXISTING SANITARY SEWER WATER YV EXISTING WATER LINE g• W PROPOSED WATER LINE -®-- g' W PROPOSED VALVE -- ! 8" yy PROPOSED TAPPING SLEEVE {g-�} 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 ?1op CAI€ W J. X.O' ARSK> :tic. No. 0002048507 m E 0 0 � v N Ui N > E w E = +� Q LL a W �G�,-� J U o a- vi a > o N � N C7 W � m �O=X v7 �� LL =v >� c rri rn oN M CL ,I- 00_j �� ce D O ZD O H 0 w w U Q z O O Z z LLI Z) O ate. ry V) w p V)�ju. W p z O �CW > LIJ O O Z �u0L O O Q 4. C LLJ 4 Z) Q. V) Uj W rnrnrn� LU Q *yNNN N co DATE 1012212018 DRAWN BY C. GAYNER DESIGNED BY A. ALLISON CHECKED BY C. KOTARSKI SCALE N/A ^� LL <( L0 J V J H QD ~ > W Q � Z n o U z Q H W Q U W ,•r"' V) Uj w Q z JOB NO. 40241 SHEET NO C1. 0 0 _ 0 .0 ai in _ -0 a. �O 2� �Z (DO 0:E T E- o = o co N d O D 0 O = zN O m 0 o a� 0 n:E 2 '3 0-0) o O U +� L @ _ O N U = L 0 E :3 U Co O a = a W U-0� O U _ N O = U c� O a� U� L 30" MIN COVER FROM FINAL GRADE REFER TO DOMINION POWER DESIGN STANDARDS FOR DUCTBANK AND PRE -CAST COMMS MANHOLE TYPICAL BACKFILL GENERIC COMMS DUCTBANK W/ 2 PV 4 SCH. 40 C CONDUITS SHOWN. CONC. ENCASEMENT SHALL BE 3,000 PSI MIN, THREE INCH ENVELOPE OF CONC. SURROUNDING. REFER TO DOMINION POWER DESIGN STANDARDS. (TYP.) REFER TO DOMINION POWER DESIGN STANDARDS FOR DUCTBANK AND COMMS MANHOLE TYPICAL BEDDING TYPICAL (2) SCH. 40 PVC DUCT BANK SECTION DETAIL No Scale vr_v I �,.1 IL1_ t r�vt.ry DENOTES GRAVEL FILTER STRIP ON PLANS GRAVEL FILTER STRIP DETAIL No Scale -' \METER STEEL FILLED WITH ;RETE. BOLLARD L BE PAINTED OW DAVEMENT 2'-0" DIAMETER DONC. FOOTING EOP' CONCRETE BUMPER BLOCK ANCHOR WITH 5/8" REBAR IMBEDDED 24" IN GROUND HANDICAP SIGN LOCATION (VAN) HANDICAP SIGN r LOCATION (TYP.) 7 18 PAINTED PER 2% MAX. y ~4 VDOT SPEC. 8' 5' 8' 8' �r8' TYPICAL _ VAN r ACCESSIBLE ACCESSIBLE ~ HANDICAP SPACES TYPICAL PARKING SPACE DETAILS No Scale "EDGE OF PAVEMENT 18' 411 PAINTED STRIPE (TYPICAL) i 91 i_ REGULAR SPACE 18' PARKING (REFER TO SHEETS C4.00 FOR LOCATION) 4" 4" SURFACE WATER FLOW BELGARD AQUA ROC OR PERMEABLE JOINT FLUSH CURB APPROVED EQUAL (BROOM FINISH)///7 OPENING AGGREGATE d 12" MAX. a a 0 000 0 0 ° o `�,�,1 `�;,�`,, '� .ems\,�� :;"�\i�^,.�`�.�` \ \ '', \ \ \\., \� °\ '�.•-�'''°..',� \ \ '', STONE �\��\�\o�/ / w PVC GEOTEXTILE UNDERDRAIN FABRIC (TENAX PIPE MS220B OR EQUIVALENT) BOLLARD DETAIL PERMEABLE PAVERS SECTION - LEVEL 1 No Scale No Scale 17,57001 MALTY PBVAI.TY 0 - $500 RE ft - $500 FIDE TOW AWAY ZONE TOW AWAY ZONE —T VAN 6ABOVE A<E 6' ABOVE FINISHED FINISHED GRADE GRADE SPACES SHALL BE IDENTIFIED BY ABOVE GRADE SIGNS AS RESERVED FOR PHYSICALLY DISABLED PERSONS. PROVIDE ONE (1) R-7-8 SIGN AT EACH PARKING SPACE INDICATED ON SITE PLAN. SIGN SHALL BE ALUMINUM (PAINTED WHITE) WITH GREEN LETTERS AND INTERNATIONAL WHEELCHAIR SYMBOL. SIGN SHALL BE PLACED ON STEEL POST 1-1/2" O PAINTED BLACK SET IN MIN. 2' OF CONCRETE. VA. SIGN FOR THE DISABLED ON 0.80 GAUGE ALUMINUM. COLORS: GREEN BORDER & LEGEND, BLUE SYMBOL FOR ACCESSIBILITY, WHITE BACKGROUND. PARKING SIGNS FOR THE DISABLED No Scale 7-119" GTH 0.5' FROM EP ANCHOR WITH/$" REBAR IMBEDDED 24" IN GROUND; 2 PER WHEEL STOP PRECAST CONCRETE WHEEL STOP No Scale 1-1/2" PERMEABLE SETTING BED AGGREGATE 4" 21 B STONE 8" #57 STONE COMPACTED SUBGRADE SLOPE TO UNDERDRAIN COMPACTED SUBGRADE 4" 21-B STONE CONCRETE SIDEWALK JOINT DETAIL No Scale d eI d a 11 c._ 4 6 CURB TRANSITION DETAIL No Scale TABLE 1: TYPIGAI. SU8-t3ASE (D}'THIGKN.EBS REQLiIREMENTS Wf GI=OGRID RPPLICATIONILgAD '� CQ€t STRIwNGT,,H_flF 4a�sus-�ts� THICKNPSS.{ItN.} (E SUBGRADE SOIL NOTE 3} iS�E N,QT� Y� f•K<E tRliE.h 7 rXs OCGA&IDN9LREAVY ,�/EHIfJ,E AGG?54 2+3 1:,t142 TXf 1-$ f.7YG4 TXI :� s Txs tIC'HTY WC � q-a 6 TX§ ACCESS Atil? S£+R4OVER C+yi 1-? VY TX7 PARKING t� J'110 t18 T tI ,... .� ';; PAVER SR_E'C%Ifkh-NGgIG`MA e • slzE: axx�a°xl" mGHT. 48,290Z, U6JF16 .1,`}TRENc9Tiil 2 ,ypE'I_ RE51it ROPFJ P.CQFCLYMER: :. K E4lkR: ' 6LACY 43 �R s :, e e - +GSR. CAUFgRfIIA FJE(1F2JNG i"v3,TW <' U t£3h, 4gREEN PLAVIC PAWR, ` F PLAN _ GENEP.AL t{S4TE5 -1� IF GONE L lUE04RI41S ONI,TIED YftEN THS-Ti}TAt SUtS-EiA9E 1A`TkRT,NI {CNES PAUSTSE INGRt,_S QRY-SQ;g ,:.IF SliDCRlltkE SOILS. ARE:.I`rtFEftAtF.AD.t.F,f}JD NQ,OE4GiRIp.tS USEG aJ{t{ ingY.'EPl 1EQ%.EIIEE }Nl.iiECYCLED,Gga'IiEJR f8 RBCPhiptEP>IDi:U AND SHcUiP� FI V R1 ElL POROS {G7q PqR SPER RInIYG JJ A E PE ITYAJ'IA IrY E SYiUL+ 1.. t .: GRASS SURFACE .2. IF AN UJIDERDRAIP{ IS RELJUIREf) 31SE9aNCH, Olo-}htETE:i PERF4FtaFEi2 FJpE LAID AT IdIt11MU1A GRADIECIT t Jo6, BECiDEi3 UN OTJAVEL IP{ _ � ✓ 4E DTEx ...Fa31R� a lr{crq a5 ra136E• TftE H as K ' k11 rH'GOF PE A DRkV. IAG sx E F.O £REq WNNAVNA _GE AN k,EA4 ky{ . N I,..ED I TY E Drl N rk-1w . Ju+. ED CELLS FILL J?LYITHFREE dfi'AIt ItMa E U t� OR" ' CCt5 DT Up.i tl F 'hiDE. WIDER 1 . UUTFAL RBl ET e1t10P A flRAIPJ§@LA E DO ri GENTER UNE ED964FA SR U E5 Qi T OP�R GURB G q DP?. E 1 ReA. -. G Y G E EJ - � >tf{Ok�t (•JGi AdE0�U A3AN . AREAS AIA'(RF,saUIREApDRIgNAI DRAItIS A7IB,5 FT:•S3 F.T,CEP{YEFiB:rDRAJJ{AGE.DESIGNLiY.SPECIP(ER BASED ON S?ECIFI¢G&gGN9:' r IDN tk15TE. a qC Iq t M RC NLY SED IPITH PREPA 7 NqF DAD DASE ID �, � 3. SUO�ASE BHOULR BEA 3lN(4Y,GRAIE6?+{ATERIAL r$Q F.Oi:"AI SOU ..E5 GeN.tAiq,, i1 ,E fiA l9 AR, At... FC C `H P �5W TH - 2(i67 - V YS D G 6Ai ;TD I 1 HM 5 fttJa. ED t# WITH W MgRE :i 7 FA C� Ett 5 EYE:. kPAi,K4 t . S EASE 4EL AGGRE E E� 3' 1NU DGK 'i S. , . l _ ;� t; MrSi�ilJAtSHC?U6S}s£NEaJiLYCIEUTFALIC{Ptl., _ $.. .z _!�.TL UR3ANGREEN pEA5TIU pAVPS{. X: UBEAtIGREENPAVER,.GEOGRID:APID GEpTEXTILESiEY:GOP{iEC}tEP{GIMEEREO uQL111"IpRJ8:3A•D2a32,91k: .III I; � x IN TAL ATION NOTES: �r" fir.,. '+,,M`*, ql, `st+. .,,\ ^.k AA. TRE�GT}yT,RAGTOR 8k11+LL COA1h9EP,IG rHE YJGHKAF'tER ENTIRE,&UEiGfijiP£64\G FiwN Fli{E 9FUECiM1iCOM11PACrE43 TO SC',CIFIEq. /.,�. f` �'`,f TOt�Li"+fJCE; , t EpTH J' T J. u S' S G R' R O R P EpAll & D Rbt T V T 1 A MJ €} S SS UMN OPI P N. WSTALi: EJtIAt ll uJ rntL ueaAs qu bE rJnrE6 v .� , P? u G A> o ELE A tt F s .., -. x I # 'd LIFTS r?♦Ar W ;Qi F-XGEFJZJ IrIChEB. GoMPacn,i6; ACH 11FT TQ aes3D(FtEn PROGrGtt.o,FNSFTv. v: ,_., „ P..,,;::�. :6:,•,:„; 1. ,.. _'.. 4velrlEcsaR PRovtaED:YgMAINrAt=PIIIIIP'ER.sPAc1111. DTalifrF .oGtsTri,PAYERs,..:.. '..I.I�I— :B—�i — f�:YRcPNiEp6uaaA5E p� PAYER PANEL TQREI STALLED WIrN THE to G£ft GL4VEft raPENIFIGFHCIPlG DC3YdN:'Pp'+�ER,[T1ATEfi4iC SFi4f?LQ BE.GUJEAE[Y IF. rr= I 1 }jI1=1:IIIlilll= E>zPO6£D'76 Uh(f',9U OUiS'IC!£'.EiJ;171EPJT5 Ft]Rb1gRE'THANatJ (JrtY: ---(� �-�"'. ..GEOGRI[J OR7,1[itJ-WOVEt1.C,EOXE]tTILE�. !r, PAVERS CAPI B5OJI'Lj5WC+ANFtPlD CRf'pWEPy.rwllu.CCIFITl17iSi4NU UgoTRitCiltlNS.gNfJ L'DNiOURfi ,YI£CES YaHIGJihRE LE55 C}le},.P{ III—:—�._-_.I I,16— 111-9 I I•-.-1 I {� I f { Pir1LE' (tiE PFI41IfJAL6fCE E3HCMil1] iIC,Ti.6E U5F.S{. - b R F6M1N 11 STALLED T 1E:TpA Q Ti{E AVER API NO GHE .T GH 6 LC P RS !TF -'. 11 J: Ft q 9ArJD 6 MA IIN. t1.6 lt{ 4Tk F ,P 4 1 l=1 f(—�""�1 I(-1 l f=1 I k—I E .. — T I'T &IT11 ij� { ABL7lE iH YOp CFiHE RAVER` ONC$7 EfILL,tNAMAC I3IND•1 CE4: i9EAtIQHT'=(16 iAFlNG PLATE Tq CG tISQLIp?7E THEAAV EiS' 1 I °10 �I - — lI�`-, p_ rcNa -rq, sETTLE r Rarrzcrn iNF ( _ ( @ 3( i`GKti5hIIIPR$E41t14F,eR1WZINU JW,'aTEjt1F1PROCRAPA:AYEfXYLIGHT 70P9RE$SIN{i MAY BEAiJF{JED'TQi,—j'J.•-^I'11-1&,I--11 f'—FFI --.r:; :.ilj"ot.CO,VEPi TFiH:•:i;EA_h[JDTFPRPYIC?E ADpUA2E,GEF?M,+If10.71gN CCJt1PlTi4NS..--. E3—.11I i�'ll {I I II. I'fl�[ 71.11 I i-I'1lf II ?%NiF,95Jf tiRA€kE N, tF IS'FFtEFERABtE�TII AtLCIYJ iifE,GR11 s5 Tp'.E,GLLY E^.ia[;1�,"at{ PR[Q.0Tt VEHIC�4EiRhfF, l4 —#, 1 LT *�►�. r SIGTION f �I Uf3Flid�aREECtiC Pi A�vTIC PIAVEftS � SOWTIua{ AA *Iww•C4nlxehE.H&ryn .. - t3RAS6 IN $TAI<LATION.. --'PHIS DETAILI3INTEt{GEOFORSiEtJEftA%:IJSc`API37.RE'r`ERENCE:ONLY�Af{OIYNOF8NE5pfiCIFIC:;f1255mnhpFr.4rieUr'9ulteaO},Wexlt'lieslsr4li#5969 STANDAR DETAIL- . ' .{ 717 S1,77J� SJ'rw'T.,�'-'74777 SIGNAGE NOTES: 1. ALL SIGNING AND PAVEMENT MARKING SHALL BE IN ACCORDANCE WITH THE MOST CURRENT EDITION OF EACH OF THE FOLLOWING AND ANY REVISION THERE TO: A. MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. B. THE VIRGINIA SUPPLEMENT TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. C. THE VIRGINIA DEPARTMENT OF TRANSPORTATION ROAD AND BRIDGE SPECIFICATIONS. D. THE 2000 INTERNATIONAL FIRE CODE. 2. SIGN LOCATIONS ARE APPROXIMATE AND ARE TO BE MODIFIED IN THE FIELD TO AVOID CONFLICT WITH UNDERGROUND UTILITIES OR OTHER CONSTRUCTIONS, AND TO COMPLY WITH STANDARDS REFERENCED IN NOTE 1 ABOVE. 3. ALL SIGNS AND PAVEMENT MARKINGS ARE TO BE FURNISHED AND INSTALLED BY THE CONTRACTOR. ALL SIGNS TO BE FURNISHED AND INSTALLED WITH STANDARD U POST GALVANIZED BY THE CONTRACTOR. SOLID WHITE LINE 241 STOP (TYP.) II_ 12 STD. VARIES R1-1 1 STOP BAR DETAIL STOP SIGNS TO BE 30 WITH NOTE. T P HIGH INTENSITY SHEETING NO SCALE SOLID WHITE LINE 6' 2' 2' (TYP.) (TYP.) STRIPING AND SIGNAGE DETAIL No Scale T 4" MIN. 2" R 4"__ d . CONC CURB AND GUTTER CLASS 3A, d (f'c=3,000 PSI) CONCRETE 611 4 13° a a jQ Q ° 711 / 4. a ° a ° . ° d. d O4 a - 611 COMPACTED SUBGRADE 2'-0" CONTINUE 21B STONE BASE FROM ADJACENT PAVEMENT SECTION UNDER CURB VDOT STANDARD CG-6 CURB & GUTTER No Scale NON -SLIP BROOM FINISH VARIABLE WIDTH' MAX. CROSS SLOPE 2% d d Ro d MOl� MIT" I M, 01 1*91 10WO m �-- 4" 3,000 PSI AIR -ENTRAINED CONCRETE 4 TYPE 21 B STONE COVER ;.. DENOTES CONCRETE SIDEWALK PAVEMENT ON PLANS NOTE: SIDEWALKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH VDOT STANDARDS. CONCRETE SIDEWALK PAVEMENT SECTION No Scale EXPANSION JOINT WITH REMOLDED EXPANSION FILLER, "ZIP STRIP" OR EQUIV., SEAL WITH SILICONE SEALANT 1/4" SEALANT NON -SLIP BROOM FINISH WWF 6x6 W2.9xW2.9 2" 10" 3,000 PSI AIR ENTRAINED PORTLAND ,4c '4. CEMENT CONCRETE 0 0 0 0 0 0 0 6" TYPE 21A STONE COVER COMPACTED SUBGRADE (CBR 11.2 d DENOTES CONCRETE SERVICE AREA PAVEMENT ON PLANS d HEAVY DUTY CONCRETE SECTION No Scale 2.0" ASPHALTIC CONCRETE SURFACE COURSE - SM-9.5A 3.0" INTERMEDIATE BASE COURSE - BM25.0 8" 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 0 0 0 0 0 D. o o 8" TYPE 21 B AGGREGATE BASE COURSE 0 0 0 0 _\\//\\ j1 COMPACTED SUBGRADE DENOTES LIGHT DUTY ASPHALT PAVEMENT ON PLANS LIGHT DUTY ASPHALT PAVEMENT SECTION No Scale i 6" TOP OF CURB 12" FLUSH CURB No Scale CONTINUE 21 B STONE BASE FROM ADJACENT PAVEMENT \,ty SECTION UNDER CURB Nul c k jjy' rw .\alt.- [R Ir\V J,X,9rAR8KI ' tic. No. 0402048507 a m E 0 N OU N � Q O > E w 6E Lu I < .W.I V Om0 w J —Ln a > o N uW aim zi— J,� 3:o�Q LL o Q t U) _ N =v �Lq I— Q 1^ y I O O) 4N � M o.. d- vi O C7 D w H 0 w w 1� U Q z O 4 > w ZD O uj F` O a � V) w w O 11'ZI , • fL��" �L J z 1 fW, � -� iz Lu000',w O O Q 4. 4 4 m 4 :� Q, C4 WW�`� Lu rnrn0) Q *INN O N Co- DATE 1012212018 DRAWN BY C. GAYNER DESIGNED BY A. ALLISON CHECKED BY C. KOTARSKI SCALE 1 a- Q o Q '_-I > W Q = z 0 V o U z Q ( H W aC 37 W r^ Wo m W a o 0 JOB NO. 40241 SHEET NO. C1.1 -0 0- L) L)O 0 z s0 O `0 0 c m ro � IZ 0 O : Z N Jn 0 0 c L G Q. x — a) a� 4— O .I.J t a)O o 3 CL >2 U L � ro 0 U) O � L O v U ro -°o =i s 0 1= U O ro U L C: ro � Pn O � U 2 o Ln aa)i L FRAME & COVER (SEE FIG. S-I-D,E) NYLOPLAST DRAIN BASIN WITH STANDARD GRATE (1,2) INTEGRATED DUCTILE IRON FRAME & GRATE TO MATCH BASIN O.D. MINIMUM PIPE BURIAL DEPTH PER PIPE (3) VARIABLE INVERT HEIGHTS MANUFACTURER AVAILABLE (ACCORDING TO RECOMMENDATION PLANS/TAKE OFF) (MIN. MANUFACTURING REQ. SAME AS MIN. SUMP) W MIN WIDTH GUIDELINE i 8" MIN THICKNESS GUIDELINE (5) ADAPTER (6,7) TRAFFIC LOADS: CONCRETE SLAB DIMENSIONS ARE FOR ANGLES GUIDELINE PURPOSES ONLY, ACTUAL CONCRETE SLAB MUST BE 'ARIABLE 0'-360° DESIGNED TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS, ACC3 TO PLAN PLANS TRAFFIC LOADING, & OTHER APPLICABLE DESIGN FACTORS. SEE DRAWING NO.7001-110.111 FOR NON TRAFFIC INSTALLATION. 1 F (3) VARIABLE SUMP DEPTH ACCORDING TO PLANS (6" MIN ON 8" - 24" 10" MIN ON 30" (4) VARIOUS TYPES OF INLET & OUTLET ADAPTERS AVAILABLE: 4'- 30" FOR CORRUGATED HOPE 4 t 4" MIN ON 8" - 24" ' BASED ON MANUFACTURING REQ.) (ADS N-121HANCOR DUAL WALL, ADSMANCOR - 6" MIN ON 30' SINGLE WALL), N-12 HP, PVC SEWER (EX: SDR 35), PVC DWV (EX: SCH 40), PVC C900IC905, CORRUGATED & RIBBED PVC WATERTIGHT JOINT `4 THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER (CORRUGATED HOPE SHOWN) GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I, 8" - 30" CLASS II, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. 1 • 8"- 30' STANDARD GRATES SHALL BE DUCTILE IRON PERASTMA536 GRADE 70-50-05, 2 • 12'- 30' FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70.60-05. 8" & 10" STANDARD GRATES FIT DIRECTLY ONTO DRAIN BASINS WITH THE USE OF A PVC BODY TOP. SEE DRAWING NO.7001.110-045, 3 - DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS. RISERS ARE NEEDED FOR BASINS OVER64"DUE TO SHIPPING RESTRICTIONS. SEE DRAWING NO.7001.11M65. THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY EBC MATERIAL 3130 VERONA AVE 4 - DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT BUFORD, GA 30518 ASTM D3212 FOR CORRUGATED HOPE (ADS N-121HANCOR DUAL WALL), OR POSSESSION OF THIS PRINT DOES NOT CONFER, DATE 1.23.06 PHN (770) 932.2443 N-12 HP, & PVC SEWER (4"- 24'). 5 • ADAPTERS CAN BE MOUNTED ON ANY ANGLE V TO 360'. TO DETERMINE TRANSFER, OR LICENSE THE USE OF THE DESIGN OR Nyl� laSt� FAX (770) 932.2490 TECHNICAL INFORMATION SHOWN HEREIN REVISED BY NMH PROJECT NOJNAME www.nyl0plasl-us.a MINIMUM ANGLE BETWEEN ADAPTERS SEE DRAWING NO.7001.110.012. REPRODUCTION OF THIS PRINT OR ANY INFORMATION TITLE 6 - 12' -30" STANDARD GRATES SHALL MEET H-20 LOAD RATING. CONTAINED HEREIN, OR MANUFACTURE OF ANY DATE 9311.16 DRAIN BASIN WITH STANDARD GRATE 7 - 8" & 10" STANDARD GRATES ARE RATED FOR LIGHT DUTY APPLICATIONS ONLY NO CONCRETE COLLAR NEEDED FOR LIGHT DUTY RATING ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS QUICK SPEC INSTALLATION DETAIL 8"M I N EMBEDMENT SPRING LINE OF PIPE NO, 68 STONE - REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL 36"MIN LARGER THAN 5" IN ANY DIMENSION 24"MI INTIAL BACKFILL* (6" LIFTS) * THOROUGHLY COMPACTED BY HAND OR APPROVED MECHANICAL TAMPER HAUNCHING BEDDING 6" max 4" min FOUNDATION (SHALL BE REQUIRED WHEN SOIL CONDITIONS ARE UNSTABLE ALL PIPE) NOTE : 1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE BACKFILLED ENTIRELY WITH NO, 21A STONE. 2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68 STONE SHALL BE PROVIDED 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF NO. 68 STONE ' TYPICAL SEWER PIPE INSTALLATION IN TRENCH NTS FIG. S-3 TD-34 NO. 6 GALVANIZED STEEL STEP STREET SURFACE OR NON -PAVED AREA SLOPED AREA -� 1' 0" MAX 2'-0" RUBBER COATED STEEL STEPS CAST IN PLACE 3'-0" MIN PRECAST REINFORCED ° CONCRETE SECTIONS 12" MIN "0" RING SEALS 16"_MAX MINIMUM ELEVATION ° DIFFERENCE ACROSS M.H. 5" 4'-01' FROM INLET TO OUTLET SHALL BE 0.20 FEET. DEPTH OF FLOW CONCRETE VARIES CHANNEL TO BE FILLETS ° 3/4 DIAMETER OF CONTRIBUTING --a _- SEWER. ' A FILLETED INVERT FOR A SMOOTH 4 ° 4 a� ' 12 TRANSITION OF FLOW BETWEEN INLET & OUTLET PIPE SHALL BE PROVIDED. MIN. 6" BEDDING NOTE W/ NO. 68 STONE 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON -EXTENDED BASES. 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT. TYPICAL MANHOLE SECTION SHOWING BRANCH TIE-IN N.T.S FIG. S-I-A TD-25 ST-1 #4 GRADE 60, REINFORCING ROD ENCASED IN A CORROSION RESISTANT RUBBER OR OTHER MATERIAL APPROVED BY THE ENGINEER. IRMI 3000 PSI CONC. BASE BENCH SLOPED TO FLOW CHANNEL 1 /4" : 1' MIN r BRANCH 2" FLEXIBLE CONNECTION -/ NOTE: WITH STAINLESS STEEL ALL CONNECTIONS TO BAND EXISTING MANHOLES SHALL I- LiBE CORED AND A FLEXIBLE CONNECTION " BOOT " o INSTALLED TYPICAL MANHOLE PLAN SHOWING BRANCH TIE - IN NITS FIG. S-1-B TD-27 ISFORBIDDEN,EXCEPT BYSPECIFICWRITTEN (DIMENSION MAY VARY WITH MANUFACTURER'S ° PERMISSION FROM NYLOPLAST. V2-NYLOFusr I DWG SIZE A SCALE 1:40 SHEET 1 OF 1 DWG N0. 7001.110-144 REV H t1• DESIGN) y�lti i- CORROSION RESISTANT �Y MATERIAL \ ' NYLOPLAST DRAIN BASIN WITH DOME GRATE a\�'\0 %/ SHAPE TO ELEVATION 10 P OF MID -POINT OF # 4 REINFORCING ROD LARGEST LARGEST PIPE. (1,2) INTEGRATED DUCTILE IRON G� ��� , GRATE TO MATCH BASIN O.D. TYPICAL SECTION ` % SHAPE TO CONTOUR OF PIPE FA �! � MINIMUM PIPE BURIAL / ph'%'� n DEPTH PER PIPE k . " °' ^ , (5) ADAPTER ANGLES VARIABLE / ..� MANUFACTURER 0° - 360° ACCORDING TO PLANS r. (3) VARIABLE INVERT HEIGHTS RECOMMENDATION "; " cv AVAILABLE (ACCORDING TO (MIN. MANUFACTURING /. �; 4 .4 SLOPE TO DRAIN TO INVERT PLANSITAKE OFF) REQ. SAME AS MIN. SUMP) NOTES 1 " : OF OUTLET PIPE I4 I" �:.''� . STEPS WILL BE REQUIRED IN ALL STRUCTURES WITH A DEPTH OF to SECTION A -A 4 4 4Y „ 4'-0" OR GREATER UNLESS OTHERWISE NOTED ON THE PLANS. ° • '� D ALL STEPS SHALL PROTRUDE 4Y2'FROM INSIDE FACE OF 44 • > ; •,.;'• STRUCTURE WALL. 4 TRANSITION BETWEEN MAXIMUM STEP SPACING TO BE 16" C-C. PIPE DIAMETERS WHEN ` METHOD OF TREATMENT IN DROP INLETS A DIFFERENT SIZES OF I STEPS SHAL� WITHSTAND A MINIMUM FORCE OF 300 POUNDS WHEN PIPES ARE ENCOUNTERED. r (3) VARIABLES P PLANS 0' YB„ R °.,� ACCORDING TOOPLANS ;;� EXTENDED 4/2" FROM THE FACE OF THE SUPPORT. I (6" MIN. ON T - 24"10" MIN. ON 30" STEPS ARE TO BE VERTICALLY ALIGNED AND UNIFORMALY SPACED (4) VARIOUS TYPES OF INLET & OUTLET ADAPTERS ,' , A AVAILABLE:4"-30"FORCORRUGATEDHDPE 4"MIN ON 8"l -24"TYPICAL SECTION FOR THE ENTIRE DEPTH OF ANY STRUCTURE. -------- BASED ON MANUFACTURING REQ.) * .a 6" MIN ON 30" IN PRECAST UNITS STEPS MAY BE CAST IN PLACE, MORTARED (ADS N-12), N-12 R DUAL WALL, (EX: S NCOR - (DIMENSIONS MAY VARY WITH INTO HOLES PROVIDED BY THE FABRICATOR, OR DRIVEN. NOTES: MANUFACTURER'S DESIGN) � SINGLE WALL), N-12 HP, PVC SEWER (EX: SDR 35), ✓ SHAPING OF MANHOLE AND INLET INVERTS IN ACCORDANCE WITH + ° PVC DWV (EX: SCH 40), PVC C900IC905, )IF MINIMUM OF 3" EMBEDMENT STEPS DIFFERING IN DIMENSIONS, CONFIGURATION OR MATERIALS THIS DRAWING IS TO APPLY TO THOSE STRUCTURES SPECIFIED SLOPE TO DRAIN CORRUGATED & RIBBED PVC FROM THOSE SHOWN MAY ALSO BE USED PROVIDED THEY MEET ON PLANS OR WHERE INVERT OF PIPE IS ABOVE INVERT OF THE MINIMUM REQUIREMENTS SHOWN HEREON AND THE STRUCTURE. , TO INVERT OF CONTRACTOR HAS FURNISHED THE ENGINEER WITH DETAILS AND OUTLET PIPE WATERTIGHT JOINT THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER CERTIFIED TEST REPORTS OF THE PROPOSED SUBSTITUTE AND HAS MANHOLE OR DROP INLET IS TO BE FORMED AND CONSTRUCTED / (CORRUGATED HOPE SHOWN) GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I, RECEIVED WRITTEN APPROVAL FROM THE ENGINEER FOR THE USE IN ACCORDANCE WITH APPLICABLE STANDARD OR SPECIAL DRAWING. ° -► 8"- 3U' CLASS II, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321. OF SUCH STEPS. THE INVERT SHAPING AS DETAILED HEREON IS TO CONSIST OF A PORTLAND CEMENT CONCRETE MIX CONFORMING TO CLASS A3 OR BEDDING &BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE '* ALL STEPS INSTALLED SHALL BE PROVIDED WITH SLIP -RESISTANT CLASS C1, EXCEPT THAT 25X OF COARSE AGGREGATE MAY BE „+++ PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. Al SURFACES SUCH AS BUT NOT LIMITED TO, CORRUGATED KNURLED, UP TO 4" IN DIAMETER AND CONSIST OF STONE, BROKEN BRICK, v a .: ;f.;.; :, •; :. ' f OR DIMPLED SURFACES. BROKEN CONCRETE OR BROKEN CONCRETE BLOCK, THE SURFACE SHALL BE LEFT SMOOTH BY MEANS OF HAND TROWELLING. NONE iI %;; ° ALUMINUM STEPS SHALL BE FABRICATED IN ACCORDANCE WITH OF THE COARSE AGGREGATE SHALL REMAIN EXPOSED. ASTM B221, ALLOY 6005-T5. _ ° ' 4 . 4 , �k (� THAT PORTION OF THE STEP ENCASED IN MASONRY SHALL BE DETAILS OF INVERT SHAPING AS SHOWN HEREON ARE FOR EXAMPLE UNIFORMLY COATED WITH A BITUMIMQUS, SOLVENT TYPE, ASBESTOS PURPOSES ONLY. EACH MANHOLE OR DROP INLET IS TO BE SHAPED - + I . 8'- 30' "-30' DOME GRATES SHALL BE DUCTILE IRON PER ASTM A536 4/ 1S(�e FILLED ALUMINUM PIGMENTED COATING CONFORMING TO FEDERAL CONFIGURATIONTO AND BEST FIT THESPARTICULAR INLET AND OUTLET GRADE70a"0-05. �' MXy pg SPECIFICATION TC-C-00498A SECTION B-B 2 - 8' & 10' DOME GRATES FIT ONTO THE DRAIN BASINS WITH THE USE G OF A PVC BODY TOP. SEE DRAWING NO,7001-110-045. ALUMINUM STEP PLAN 3- GRAIN BASIN TOBECUSTOM MANUFACTURED ACCORDING TOPLAN THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWNBY EEC MATERIAL 3130 VERONA AVE METHOD OF TREATMENT IN MANHOLES DETAILS. RISERS ARE NEEDED FOR BASINS OVER 84" DUE TO SHIPPING NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT BUFORD, GA 30518 RESTRICTIONS. SEE ORAWINGNO.7001-110-065. OR POSSESSION OF THIS PRINT DOES NOT CONFER, DATE 03.25.10 PHN(770)932.2443 4 - DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO TRANSFER, OR LICENSE THE USE OF THE DESIGN OR N�7 # FAX V70) 932.2490 SPECIFICATION TECHNICAL INFORMATION SHOWN HEREIN ^ '✓ l® l a� `" www,n to �Y XvDOT SPECIFICATION ASTM R & FOR CORRUGATED HOPE (ADS N-12 RANCOR DUAL WALL), REVISED BY NMH PROJECT NO.INAME y plant-us.cam REFERENCE STANDARD STEP STANDARD METHOD OF S H AP I N G N•12HP,&PVCSEWER(4"-24°). REPRODUCTION OF THIS PRINT ORANYINFORMATION TITLE ROAD AND BRIDGE STANDARDS ROAD AND BRIDGE STANDARDS REFERENCE 5 - ADAPTERS CAN BE MOUNTED ON ANYANGLE V TO360". TO DETERMINE CONTAINED HEREIN, OR MANUFACTURE OF ANY DATE 03.11.16 DRAIN BASIN WITH DOME GRATE MANHOLE &INLET INVERTS 6 - 30"DOME GRATES HAVE NO LOAD RATING. MINIMUM ANGLE BETWEEN ADAPTERS SEE DRAWING NO. 7001-1 IM12. ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS QUICK SPEC INSTALLATION DETAIL REVISION DATE SHEET 1 OF 1 SHEET 1 OF 1 REVISION DATE S FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN VIRGINIA DEPARTMENT OF TRANSPORTATION 302 8" - PERMISSION FROM NYLOPLAST. =013NYioausr DWG SIZE A SCALE 1:40 SHEET 1 OF 1 OWG NO. 1001.110.391 REV D 106.09 106.08 VIRGINIA DEPARTMENT OF TRANSPORTATION HALF PLAN VIEW MH-1 DI-3A, 38, 3C EXP41SION KEYED B-L B-2 1- 4'-8"+ (2 x WALL THICKNESS)( EXPANSION JOINT 3'-10" FOR DETAILS OF INLET JOINT CONST. BARS D s-= APPROACH 3]d�.��rL•�, ■MW=tom - ammmm �..vw..�nn.11111■■■111111�■ � --------------- %////.%////,1���` ...f�L�.r■�r■r�ll FRAME & COVER BACK OF SIDEWALK JOINT ''' GUTTER SEE STANDARD IC-2. i� TEPS (AS REQ'D,) BARS G BAR G WARPED WEEP HOLE (AS REQ'D.) 4" 2" wa GUTTER WEEP HOLE (AS REQ'DJ BARS C {��- o BAR C I SUBBASE ' (III 2 ARS F BARS B � 2" _ _ _ HARDWARE I o� I L` a z N CLOTH , ww 00 1 j I o w+ BARS-F- I WEEP HOLE. w " x a rn N I a Q F N o o f SEE NOTE 8 I I w2 w w„ °. 7 �w STEPS I(AS REQ'D.) + Z 4 I BAR F BAR A S7EP5. SE Q I II NOT So E 5 '' ..,'• �. I ALTERNATE JOINT iv II N BARS D GUTTER FACE OF CURB 8„ 21 8„ l o„ 4.. ..e . • ....� ' • e' .:: ' . ' :'" ' DETAIL CR CK CONTROL JOINT CRACK CONTROL JOINT--- 4 -0 If'Q- } ' 1 X I _ D X �, I,� ,4 D 3.. X LE s'Mw. PLAN SECTION A -A �.ix I- i ' MIN. r`-A 10 MAX' KEYED CONST. JOINT B�) 6" x 6"- W5.5 x W5.5 WELDED -10" L-VARIABLE MAX. 20' WIRE FABRIC OR EQUIVALENT AREA _2" WARPED 8,. 2,_6„ � B BARS A APPROACH W- 11 - GUTTER MONOLITHIC GUTTER .4 ' ,,FOOTING, " , 4• r HALF SECTION A -A , 1--------------------- (WITH FRAME AND COVER REMOVED) B S G _ _ _ _ J o- 0 0 D + 8" + 2X BARS F BARS E L,_ cv BRICK CONCRETE I � B - �• `' c 1 �3" DIAMETER ° BARS E B•-2 WEEP HOLE FRONT ELEVATION $" BARS B 1Y, NOTES: - - - - (GUTTER REMOVED) BARS F 3'-a' NOTES DOGHOUSE WITH FOOTING .. 1. QUANTITIES SHOWN ARE FOR MANHOLE WITHOUT PIPES. THE AMOUNT DISPLACED Ly 5XV41" BENT PLATE : SECTION B-B BY PIPES MUST BE DEDUCTED TO g" 8., 1 OBTAIN TRUE QUANTITIES. °' • . L °. • > SEE GENERAL NOTES FOR ADDITIONAL INFQRMAIION ON WEEP HOLES, STEP REQUIREMENTS, • ' a,, '' N "H" (LIN. FT. FOR MANHOLES) DIMENSIONS, ETC. 2. A BASE THICKNESS OF 9" WAS USED IN I/q . R 2. ALL BASE UNITS ARE TO BE IN ACCORDANCE WITH THE REQUIREMENTS OF AASHTO M199. COMPUTING CONCRETE QUANTITIES. TYPE A NOSE DETAIL SHALL BE USED WITH CG-3 & CG-7 STANDARDS. "°• " L2Y2"X2Y2"XI/4" P ' 3.INCREMENTS TO BE ADDED FOR EACH TYPE B NOSE DETAIL SHALL BE USED WITH CG-2 & CG-6 STANDARDS. TYPE • A GALVAIIZED 3• CONCRETE SHALL BE 4000 PSI. ADDITIONAL FOOT OF DEPTH. TYPE B YZ" X 4" STUD SHEAR CONNECTOR WELDED 4. WHERE OPENINGS ARE REQUIRED FOR PIPE, THEY SHALL BE FORMED, DRILLED, OR NEATLY CUT GALVANIZED PLATE FOR TYPE A TO BE BENT ON AN ANGLE OF 68* 30' TO ANGLE IRON AT 2'0-C. AS APPROVED BY THE ENGINEER. THE CONTRACTOR SHALL FURNISH THE FABRICATOR WITH 4. MATERIALS MAY BE BRICK, CONCRETE OR CONNECTORS AND IS 70 BE ANCHORED WITH I/2" X 4" STUD SHEAR THE ANGLES BETWEEN CENTER LINES, THE INVERT ELEVATIONS, AND THE SIZE OF ALL PIPES TO APPROVED CONCRETE MANHOLE BLOCK. WELDED TO BENT PLATE AT 2' C-C. NOSE DETAILS ENTER THE MANHOLE. HOLES ARE TO BE A MINIMUM OF 4" TO A MAXIMUM OF 8" LARGER THAN 2" THE OUTSIDE DIAMETER OF THE PROPOSED PIPE. 5. T BLOCKS ARE USED THE MINIMUM 5. DIMENSIONS SHOWN ARE MINIMUM. ACTUAL DIMENSIONS MAY VARY WITH MANUFACTURER. THICKNESS OF SAME IS TO BE 5". AFAR. PAVEMENT OTHER THICKNESSES ARE TO CON DI-3A L DI-3B L DI-3C L WARPED PAVEMENT DIMENSIONS D X MINIMUM Y MINIMUM SUGGESTED MAX. PIPE SIZE ABSOLUTE MAXIMUM 36" 4" " Jan 21" 48" 5" 6" 24" 27" 60" 5" 8" 36" 42" 72" 6" 8" 48" 54" 84" 7" 8" 60" 66" 96" 8" 8" 66" 72" FORM --.-{ " IS NOMINAL DIAMETER. "D CONCRETE. TO WALL THICKNESS SHOWN FOR I I . A ' , 6. * DEPTH "" OF 36" DIAMETER BASE UNIT RESTRICTED ��i��i � H 6. ALL CONCRETE TO BE CLASS A3. - I ` _ _ s ° 7. IN THE EVENT THE INVERT OF THE OUTFALL PIPE IS HIGHER THAN THE BOTTOM OF THE STRUCTURE, TO 4'-0" MAXIMUM. �,;° THE INVERT OF THE STRUCTURE SHALL BE SHAPED WITH CEMENT MORTAR TO PREVENT STANDING 7, WHEN SPECIFIED ON PLANS THE OR PONDING OF WATER IN THE STRUCTURE.` ONE THROUGH PIPE ONLY. (ONE PIPE ENTERING AND INVERT IS TO BE SHAPED IN FLOW FLOW FLOW , ° 1'-0" ONE PIPE EXITING STRUCTURE) l l r-----� 8. TONGUE AND GROOVE JOINT ARE TO BE OF FABRICATOR'S DESIGN MEETING VDOT APPROVAL. ACCORDANCE WITH STANDARD IS-1. JOINTS ARE TO BE SEALED WITH MORTAR, O-RING GASKETS, OR BUTYL RUBBER. THE COST OF FURNISHING AND PLACING DETAIL WHEN USED ALL MATERIALS INCIDENTAL TO THE FOR USE ON GRADES ADJACENT TO CURB SHAPING 15 TO BE INCLUDED IN THE 81D PRICE FOR THE STRUCTURE. FOR USE IN SAGS WITHOUT GUTTER BOTH SIDES TO BE SYMMETRICAL SPECIFICATION REFERENCE 'ZVD= XVDOT SPECIFICATION X DOT SPECIFICATION MANHOLE FOR 1211 - 48" PIPE CULVERTS ROAD AND BRIDGE STANDARDS ROAD AND BRIDGE STANDARDS STANDARD CURB DROP INLET REFERENCE ROAD AND BRIDGE STANDARDS STANDARD PRECAST BASE UNITS REFERENCE 302 VIRGINIA DEPARTMENT OF TRANSPORTATION REVISION DATE I SHEET 1 OF 5 SHEET 1 OF 2 REVISION DATE 12" - 30" PIPE* MAXIMUM DEPTH (H) ■ 8' 233 SHEET 1 OF 1 REVISION DATE 105 106.01 104.09 08/10 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 103.11 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 TABLE OF QUANTITIES DEPTH BRICK MANHOLE CONCRETE MANHOLE BRICK CONCRETE CONCRETE FEET THOUSANDS CU. YARDS CU. YARDS 4 0.5 0.785 1.437 5 0.7 0.785 1.699 6 0.9 0.785 1.961 7 1.0 0,785 2.223 8 1.2 0.785 2.485 9 1.4 0.785 2.747 10 1.6 0.785 3.009 11 1.9 0.970 3.455 12 2.2 0.970 3.817 13 2.5 0.970 4.179 14 2.8 0.970 4.541 15 3.1 0.970 4.903 16 3.4 0.970 5.265 17 4.0 1.173 6.032 INCREMENT 0.45 - 4.582 G 1 FOR ALL BENDS WIDEN TRENCH ACCOMMODATE ANCHOR IF REQUIRED. JG AS RED SECTION 1-1 1' [_� FOR TEE OR WYE FITTINGS SECTION 2-2 45' max � L 1 PIPE DEGREE BEND DIMENSIONS VOL. TEE AND PLUGS VOL. SIZE OF (FEET) CU.YD. (FEET) CU.YD. BEND L H T L H T 90 2.50 2.50 3.01 0.24 4" & 6" 45 2.00 2.25 2.60 0.15 22 1 /2 1.50 2.00 2.52 0.10 2.00 2.25 2.50 0.15 11 1 /4 1.50 2.00 2.50 1 0.10 90 3.66 3.16 3.21 0.48 8" 45 2.66 2.66 2.77 0.26 22 1 /2 1.66 2.16 2.69 0.13 3.16 2.91 2.66 0.32 11 1 /4 1.66 2.16 2.67 0.13 90 4.83 3.83 3.42 0.83 10 & 12 45 3.33 3.58 2.95 0.43 3.83 4.00 2.83 0.52 22 1 /2 2.33 2.58 2.86 0.24 11 1 /4 1.83 2.33 2.84 0.18 1. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE : CHANGES DIRECTION, CHANGES SIZE, DEAD ENDS AND AT VALVES. 2. USE 2500 P.S.I. CONCRETE. 3. NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT. 4. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE & SIZE OF ALL THRUST BLOCKS. (CONCRETE THRUST BLOCKS No Scale PLACE 5' GALVANIZED " WITNESS " POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS o AS DIRECTED. MARKER LOCATION MAY BE SUBJECT d TO HIGHWAY DEPARTMENT APPROVAL. FINISHED GRADE --\ M.J. GATE VALVE WATER 41 W h I I d Htl- LINE J ►° i I _ I 2500 P.S.I. CONCRETE IF ° 2'x Z BEARING AREA THRUST BLOCK Q a ° ° a a NOTE: IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. GATE VALVE (TYP No Scale EXIST GRAD METAL INSPECTION FRAME W/SOLID LID %- (NEENAH R-1975 OR EQUtVALENI) 3" CONCRETE COLLAR ._.CRUSHED STONE BEDDING 6" DI CLEANOUT PLUGATE) OF LINE CLEANOUT DETAIL No Scale Xr op r q tic. 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', 1� \ -- -y -" ,$ 6 F-� �c 'o .k. - ,,,,,, 11 1)1� - �, , - \ �Z, r 11 . -If � A, , - �11011' � k ,; -k V x REMOVE / I '-/ - - / I I, %T- k �, 1�� - -, -T , . .3 -117- � - .'f �-, � "I � �o � - \- - - - I 3 - - - - k /� -v -k , - Ar Ar .�, Ar Ar -V Ar-- .",� � - ." / / / / " � 11 ) r 0 - -k )c � -T A, --, .�F �- �f \ \ '\ �-\� �� I I--, / ,-",, - I / _is - - -:4- - - -'r- - - If - - -�,�, �)r -Ir -�( ;r �k " 'If \,, Nl�v , -, � \, �, \,, , '�EELI 'k, N Sj t I � , - , - - -,, �, / \, � - N t$� IT - k -T / / , � I - - - - � .Ir -tr -y � � r� I- - 1� .k 4� � - , --- �-- -�. I \1 - I- �<-- - � � - \ - `:��--- / \ - -1 - --,V�y -t, - - - - -- n -tr k .tr Ar ,' - Al .t, - - � - 11 I I \ / - ,-- ,� / \ / / / - N, , '!�� " I ( - " \ - - , I 10 -tr ., 11 , �� - -k �, IL ,� . , .� 0 I \ ,,� f "Ir �&E4 'I-- � .)c \� - 1w - , /- ,�, / / �, I �- �, , - t � - - w-w 0 0 0 1, ,� , )� -Jr" .-T .- -)r �r Ar �� -tr .1 ,.�' .� -T I- I \ -v 9W\ \ -tr �, C'�( , ,,, ,*I �,� I \ , � I I / / \ / / / i / I ---- - -5�- - I I I I k -ir . ,7 .1, k )r � / � - k A 11 ,� .r- , � -1 IN I �, \ N ,- I I I / -�r -T -T IT k -Ir < -Ir Ir �f -1 , I .. - I �, -- "I - \// k -If �r . I IRR'HHS. , * .tr �r V I . - -- I rlj'� - --� ,� I .tr \ -y r.,l .k- � �, ��`, , <* 1� , I i / '11` / - ---< I 'i- � � � I ---� - / w , Al Al -tr -Ir Ar / -T -tr �;-� Ar -r ll, -,�', 7 i \": - : , < 0 , / \ "" -Ir -�c -�, - , , I > 1, / -:�.� �-- 0 51, 1 *. I/ / ) I- -Ar 'tr k Af " . ,V - - - - -,� \ I I \ , I " -::� - `�'- j I �v ---�-�- ,(\,\IN -11 - -Ir ,4 Ar . / -tr -y \ \\, / ,,�,/ / / - IN C) - - / - I �r -)r -T �r � k .1 -If .�� , . � Al ;-,^T�� QT.�CXIATR . , \ I I I / / 0 ,,, It ,--/ -1 j - - -Ar k I)r .... 11 -v `V .,r Ar N Jr (V� , ,:� ,, PT� ,, -111 , m \ --, �% I .'. � \ \ I\-,-- Y / I ,�� , --- *�- - - \ -.WA -, - / Ar I /,� I .. , I ,,- I ,/ / / >--�,- ,� ,--,,,- / /- / t, / ------ - -- r -1 A \ / / -X !\ k -tr Al A, -Ar -k Al -tr PROTECT r 11 -IT .�r r I -)r 'r ", . � .k "' A' vy �r , �\ � , ,�r k --,r 5' �v .I '. \ I 1-1 -� t -� I vp \ '4 �- / - - / -- -Y k . k -T Jr I k - -,J-.,�� � -)c -v E�84 ' ,,-" ' e - -T-i i�r I � : '� - - '\ 1% -,�, , / /,) / I -- - 1-j-m -tr -V IV - Ir �, Ar A, Al I A� R�M`Q� - --- �rl A, -y -t-- --,:,, �f I , �I , .1yr ,-,;.- , ��w \� nk\ - <51 4k / \ 25" 0"ET -TBA eK-,l ,� / /\ 0 --- :--� -, - --�- N, � , � � . -V -Ir � - -1 ,:,A - / - -1 k k -y ." , � -T , Ar ", -el - < �r lv-� -- - --4,�,�- '1� \ 1� / r,,,.-- - , \ <11 1. ; � -- - J� - -k -T -y �r -:Y -�i - * - - . i��J. � �' � -k Al I -Ir \t�r �� I I k " N, I �- �,� - \ 11 - I- - ' 1 -4� `1 \ �EMOVE/REI-0`CATE- WOOD GAZEBO\ ,� Ar TREES _ e I "V 11 0 ,VA\'MRS" -1, 'r ' -Ir , A,% A \ ,,\� �6 . , / � � � 0 1 / - �, 'Ar. 4� Al -Ir jpj I\ k . .. "I " I - ":�, �- , t1A - . .� ; 4j� k A. ,.k -. -Ir , - -,:, / / \ � - .11, - �r � k ,-�'-I� 11 � --4 - ,,>� vp / - is, k - � �r , "\ . J��- - � , \\ I \ \ j -y -v \ -,c xl- I \ \ I 3 ,,�,�,�,\ -- rr \ , 1� I ----l�, -,-, -�,-� ,,�< v< -1 - � �� I I /.- - ", e- \ 0 -V Jr -T � x -v k ,� k -Ir 'Ar � .1 � N -y . " I Al \ 11� -" 11 � --L, I - . �- � - - -- TO THE START OF CONSTRUCTION. --;� \ k � k k , / -.4 I( -1 -k ,-,tr k � -V -Ar �k -�-- I -y -k N) � !N N A%- :111, j I \, / �j I -",- �- - i - - i(--- - -, \ � / ' �/ j /-'' I -,;: � COORbINA,TE-\/YjTH OWNEf�SHIP PRIOR \ \ -�,- � Al - -�, I � z- .� I k -Ir -)r �r - - ly . .�r t, -T REMOVE " , -" )c k k ' -T -tr "�� -I:k k I ,-� Ar k�z�. "I � -, . \ .\\,\ - 'N . 14 I -:::� c - �k �r - Z� ,,e ("G, if-p- / I ,--' . Af 1� / -Ar . I Ir - I -I----- - - / - I - �., 'Ir"r1k Jr '<!, .)r 11vRW . �� - . - 111�� , - \/ - 'r \.�, k -k " -Y 11 -V k , � "" "" -tr 'Np(D\AE 3)-y .t, Ar ' I �I - \ - -!�4,-' - �rl I --1 - � -/ -3- - Ir -1 -v � -� Al AGAZ B� - -� -v -1"', .k. -T I � 1�) , "----�/ / / -� . k �r , I -tr I , ^�� -;� , -, - "�� 0 - - - -- -t �, -Ir k .v ,- / ) Ar ,,,I Ar . I xag"rgo- \ I v, '11� \ �\ 4z,f-0, -�-:��, - ,-:"��, "� I N ,- ) , - ,- . - - , A \ -'f -�r -If -r , �, I 1� -1 Rw()V.E k -k�- - . - Al - -y �,x- ." �� � %, I\tivluvt \`6 , I �'K \ \�) I K - I '>-- od ,�, � '-t 1. / ,- , - - )1/11 --:1 -� ,,�- , \ - - \ �r Ar k I r (g - r �-�/ \- - ,- /-, I- - - - - \ I A, Al -v " ,� 0 k I i! gy. \ 'VI .,. , - - 1. - - ,\ �r � .k .�r - - - - - - - ----- -- REMOVE .,r ,-".k "s, 'N I* �r , -'r 11 \ ------ " \ )i 1-� \ \\,- . \ - 1-?� - I v 11!01 / / - -- -- - , � , , - . -11�, `� --�, - - - '1� --� \ N, k- �r k \ A, - - Ar -,,s3bq " @ W -tr Ar - � � "�-�-,, � N -v I FENCE -� -- , L!V 1. N� - 11 . -;;�� , \ ��- \ -- ,,- - I [- - - -- - � - - \ N, 1tr- k - 't- �f -Y k � - I -T ,/ 0 "I . , (.n I , \ �-,A 11 - �, I �� . ,� 1--51 I A p - - - � - - - - - -,, - '�- A, -'r -T Al FENCE ./ �r Ar u , - ; ". 1--: \ - - - \ \ 1-`11 looe !IV - 5 - / I - I- - - - - ." - - - - " \ .Ar � k\ ",�, k 11 � -I( -,,,q, x i , .\ \ ,- 11� , - po � -1 I- - - 11 -\\ \ -, -�,-� , T', IN / , > - - 1� -If Al -1 ,., I 11 \\ "�, , - - -- 116 �f Ar " *' - -1- I A, -Ir -tr A, REM`OV� k �, 11 / -- I "I -v " --I, \ -)r \�*��-, "I N, �� - . " � - - -- - - - - \ , �� .v (/- -A - N, ,�,:? \ ��� \, I I) \ .k - -V - , Ar 11 � / /' Ar I N, 'N \\ 'q�\\ - \\- ,,��, 7-1 Iq ,�� f / - -,_ - � -t k -V Al -1 LANDS\,,. *- -Ir 1� -- .)r A \," \ <� ,--6(-; y - - , - I k Ar -y -, k -k k k "I "I - - - - - \ 7 w I k � - - - - - - - - " - - - , - , \ -tr - ,� ,-,�- - - - �, v Ar \ ,� .1 - "I I- �, � - -1 " � �( -k -y 11�1\11 Ar k Ar ---\� ,,, ---1 -k Ar / -- '� "I �fl A, ", � -Ir -y \ * - \ 1, \ � \ , �� / - - - - - - ,- " - Ar -y ." 6�� u up L.1 - I@ ' - ;;� A* ----� 11 - ,- .)( -k , Ac -T -tr I / \ " E -1. ,,, --Q FE— - -- - Is\ 1� - 'K vp �& �� .. �\ I IN I -;��-/ / - - -, - - ,- - q�k k" ., ---1c ,,, , -,� I � - - - - - -�o - �,- - - - ,� � I r �r -�r )c � -Ar Al k )c .Ar Al :� I'- 2r -k , 7-T w6(5D- -b,,�E�� 1� " �\ . � ;/ tv \\ 11 - . \ , �- , � \ , U-vur-� , - - - - - -T I / / \ -- ,--- �, ,:,5,�- / , - - -- - �, , -. - - -y- "r I -Y -Ir -V -k / '- -1c - - r-.) (P , - -- - -- 11 ,� 11 - -Ir Ar N -1 , -- -.y -.c -tr - -T- -Ir I AI .tr REMOVE (3) - - - " I I � /.�, ,-v I I I . k -y -5 .v - I "' '1w " - - - - - -�01 -- - - -- , � 'N N �r Al I I � " . -tr �r k '*--- " A\\ / -1 \ j"�� \� \ N � ,� 4 -k -13f Al ( BO - - �, -99A k� - � ,- I "A- `% I- -, .1 ,,, - ,�, �2 )c .,.h, -Ir - � A, k � �j , / - - - - - - 11. " � Ar -k k �r " ��,\ ,-\-4 b - x c -11,,\ \ \ - V,, �� -- 11 "I I \ -1k 2yxf, k L�ARDS ,-O ��-�� \�, -y I --* � -. - 11 Ar k I :k -v � I Ar I 11. I \ -T - , , -*- � a 'A' \ N, - I- -Y k -y ' 'I- - - ', , , ->-v1-,rN, 'Ar Ar , ��N \ ,- �\ vw\ V� - - - - - - - - - -- - -- --1 -- - I- I, A, N -V -y J k -tr -T -1c I)c I-- -Ar REMOVE/ ", "",/ IN , I ., ��-, �, N, Ar '-�, * - *T .%, k - \ It I 11 - - - - - ", j -Ir k k � 11 11 / i � �k,--�r . � -4�1 'Ir - - -'r - - - -- 11 IT " ,,ASfD -- " ." - \1�q � �, "\'\ -- , , - - , , If ^)v - -�r P�E y Ar j 'k� A, - 1� --- - - i - � ,E : -\ k -r - \ � r -Ar -tr �r A, �� � - 'N \A * \ I / - - - -- -,- - t k -T ., HALI � I, / -k A, �, -T - \�� \ ��Ix �---, *N -- -- - - - � \ � A, ;c Al � 1� -y % '� ,,�,,,,----/, , � - 11 �, -�r k -tr �f / " 01 -y / '�ENCE / ,,-- 11 I It, �:,) - - - - -- t I �\ �, k k ,��, -Ar -y �, / \1 � *T -�A - , -,, t - -,, Jy ,,, - \ \ \ ,�r - - - - � /, ,q - - I A, -T N � -tr � ----y - / / -- - `% I - k -Y-1, k �\A, -- - " �\ I � 1-1? ,A \NN, --" - 41 1� - - - -- - I I I k , � , ��,, ;r " \ " ,I 2 -�". , �Ir -, -T -if 8\� 1, I -i��,- \ ��' -- - -, -T I / I � 1, I . -y -v -Ir r-AA I \' . �, I )c 'r -)r 'Ar - .. 1, �. I �,�,' ,-,\ ,� 11 - - -- , 11 \ \\ L 11 " I 1 kz,�, � - I -�r �-,�� Ar N ,V,, 11 --)r Ar k � - N, , rX --, - - -- - -- - - .- - - - *11 , 6 � L 3 u rml,-- R ,-- I - 11 " ', �r k -tr k Al -k r -%r A, Ar .)f - 413 U.,c -V -11 .)r -I,/ / /- '11, I � 8 \ �l \ \ /I �/ �,--. - - v/p 1, )f �r -k -�r -Ir .,.RF-P4OVET9j'RAIqt[)' " � / Ar (f 1, / SP10 I-N, \ - -, -,-. -1 I � -)r - � - V/ -y , I'll -tr \1 - - - —�-- -1 N � � -1 I- / 'er I . -V k -'r I - , '11�1 N � \ 5 \ � *- <\ , - A "I - - - - - - - ", �, 'N \ � Ar , , ;f 1.�--,,, 6 " WO () D, P,I- A N TAE RIS �' / / I / \ k ' -k I -Ar \ 11 , - ,- ) �r , --,A- - �r -�r -V Ar -T I , / / , - - -� -T -T I - \1 Al 'Ar I , -,;� ,V - Ar , , I I I 1-5x ,- A, jr -Ir ' / Ar I - IN Ar 1�� -)r 1\� * \ \ -1 - - ,,/ - I \ - . k -v �r -r A- k .1 .tr -V / - . . ... � -1 I k -Ir k - �r -1 \ \ \ ll -- ---, "", �, \ \ )c - " 17 -,, Al -V Al -V � -Ir -\ A- -Ar .)r -k RE�OVE PORTIO� OF I k "� IN, -V - k k \N, * \ , � \ , I -k �f � -, N - ,-- / - W -V N \.AV . A, k\ t \ -I - -, -� ,,/ � t N, -I. - % -y -T -T k A\� .tr. - - . .)f . / . . , . A, k ;r k " -\- � .k 'Ar �, -If -T -v - U, \ , NNN - - - - -- 11 -k lk -)r /� / . d 6- *1 � \ �r - - -I-1---1 -- k k -tr � �r -� Jr -T - I - - )( , 6P)NI I ARY SEWER PIPE k -\ � � ,�r -V -V \ \/ \ - Ar .v � -T r r) I - - --- , � k �r � -�f -k k -V � - ) \ ,,-� � - - - - - , -- - - -- -'�� - -, -I- \ \ I, v I -tr -Ar 1k Ar A, .�, ,.-. A, I IT � / / I I I . I � I .v, . \ A, �k, N� )c -�r " ' � I I ) , \ /, 1 �1, L-, - - - - - - - 1.11 - - -. -��- Z-- \ \ --- � k -IV k �f � 429-- -v- )f - A-�, / I / I 11 r I k I Al -)c A, F+EVOVF, "' ,r - 1% \ ,-r \ 'o & Nk - �- - - , \ - Ar k -�r '- - -- -k k . -y -y -yr 4'W000 FENCE / . k A* -T � IT -V . X A- *, , \ - � - - - �, ll I �r k I k -tr 7�- - � 1. I � . .)c -V -v " I -�- -V Jr I -)r A\ k . -�r * \ \ I - - - -- - - -.1- 2r 2r - IV \ \ ... I -)r .�. Ar �( -J� � -k \ .1c �, I � �, , -11 p--_ I-- -- , - I- " -7 -1 .1,� '\ 11 / /I 11 . -� I -�r --k- .y -k k -k Ar . -IT �� / ........ ,-- /- / N I., % � -1 -V Ar -tr � A, k -y Jr � � ;f N -�r Jr �r -V � .1 -�r Ar -k 1,1\ -'L� \ * \ 11 It \ \ - , - - � " '\--, - - --- -, --- I." % I I, - I � �k Ar \ "I � -tr k k -v * ,\ \ , \ I -v V, ... V I, �. It -'T A, Jr 'I �f A, Ar -tr -T - (.N � - - - - -1 I / / Ar -Ir . -1 -I( I " )i\ \, ,-,---W " I \ . �, , - � 't I , -V Ir k -T -y � " -Ir *,- \ k -k .tr �. " , k - -- - - - - N, \ - - 11 N, " \ I- 11 - -:� ^-- - NO TER .- 11�- -1 N� - -- / k - , -Ir % .. . I I - - I Ar ;r A, �r -V I Jr A, .�\ 1� I Ar -k V -T �)( -y I � \ V74 \ )t N - - - - .1, ,- -\-, 1� 11 , A ,W--- Ar . . . I . I.' I Ar Jy -k -v -v tr �I -1 - , I , k --�- )r / \ \ . -\; � � ",\ - - - I , \ \�- 1� - --- A, -k / � " ", � ( ,\, \ " 1� 11 \ .11 i / I -I � , 11 - , - , * -71,0, w - - �r -y -k -�r -V '� -Ir �( ---- / / / ----� - , , - �,` 1� , -Ir -LIQHT RoLt" , It \ �, - �, %o- \ -� 11 \ \ . ::1 k ��o ,;;� / , � . � J.\� �,,�� I I \\ �- - \ ,� \ -tr �( r N, / .A\ I/ " - � '1-1 �- - � -y -/�A-� / / / / I \ )t � \ , - - - - \ 11 ,� I --\11 - PORTIO REiMOVE I 11 k -v -T � � 4 \ I - - - - . " � " '\ jr -v- -v I � k \ It \ �, k - N, � k 1-v-� �, -Ir Jr k" )f .,c I "- ' I \ I , ,- I 11 - \ � NA - I WNE TO BE RELOC ED -� � A - - 4 - I � \ . i , � I -" �\\A t, 7'W r, t - L-- '--, \ �� , \ / � -, �, I � , �, \ \ N, I " -1 t I t-- � \ � 11� 'N, -� k k -s- - -1 , -Ar GRAVEL ROAD .1 -- 1\ \ / :, -tc �r -y )r -v 11N. k I � \ -v -tr )( Al � � . /I -1 ,l.� fx ) \ 1, \ 11 - "- - -- - - - 11 \ I � -y -V " SO . k V I I I -k �f A, -V " � -1 A k " \ I "I 11 11 \ 1� \ , 1, I-- - �, -T -14, Ar -T Al I �f , k I ') �11- I N, - ". i-,, 1�1 - 1� v 1, - , \ , \ �� � -), I i 11 , IN, , \ / �.-. .-.Y��. / . � I -A( -'r � Ar 1� k , �, N, "r k k 0 � (-- . N -71- � 1, - .,I I - " 1� 1� , / " , I I - I . . ,� -)c .k .Ir , - � I � � �r � �r � 1 �.9 - (_- ,X-'� � --,� � 1. \ - 1 - - 11 - -- 1� % "I � �,;l " \ I -<Z, �0- , � k Ar -1 Al � -Ar -v I , I AI, -�r � , -k - -1 �f -V I jr � \ �� - (D ,e , p- - - - - -- 11 %',� -, �:�: - - - - �, \ \ . I IN " " \ \ \ ,-� A, A .1 , 11 . . I � k )� 111, -tr _k% , 1k,( -�� - \ I \ - " -, I / 1� \ " -tr -y REMOVIt // % . \ -Ir Af -)F .tr -I( e , ,� \ �. -, - - - 111� . . I- -, / , 11 , 1-1 11 ,-.'\, - , \ � I - I � I / z � " ." -,-� � Al \ // " " k 11 Ar -y -k � -" IV ." IT �k -t, Jr -�r I -1 " 1) \ - - - - 11 , \ \ / ,-- � , .% , I I -y � - , -- A, k FENCE' . � . 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KOTARSKI SCALE 111=20' < m v) < I--, z Z < I r" — cl� I a I > — < , Z 7� � z 0 ::) 0 �-q �— v U u Lu P-1 I �-� -1 c� < C) Z 3: 2: Lu uj U) ED -j 0 W < v - - JOB NO. 40241 SHEET NO ' C2.1 - 0 C - :3 -0 Q; > In = 0 c: " (1) > Q) 0 U) (u = 3: a) U) 0 CL " :3 CL >1 = (D - 110- -0 a) (1) :3 a) -0 - �� -i5 = U) -0 c (D = (D CL .�; - 0 , 0 = 3: c: -0 (L a) =) 0 5 0 -0 O� 2 (5 0- w 2 z (u 0 -0 -2 02 c: >, �- cu � F 0 = - �o C C 41) cu (1) c: CL 0 =) 0 0 c ry -2 (D -c U) -Z� Z U) co 0 2 2i Q- ;E x w �- 0) � o E >, - tf D (D 0 CL :5 2 '§ 0- CD a) c . 2! ,:;; (D M :3 - -6 U) x C w 0 a) . -u -r- =; 2 -�; m c 0 U) 0 c: - W 0 E -a =; c: 0 co -0 6 -a.s 0 (D -0 m - -0 0 0 c� (n 0 In .;,- cu 0 -0 =) c -- m w cn c c: 0 m 0 'a 0 0) -0 U) q) w I = � �- — L cl c c _c _c 2 Z _c a :E TO BUILDING co CT BANK (2) 4" SCH. lo"n A� 0, CONDUITS ... .... .. ........ TIE TO EXIST. --',)4 >4 ........... 8" STUB OUT 81'X611 -0 REDUCER 0( ........ 4 xt-19 J. 22.50+45Q BEND >�l �zx X WAjI, > (H TCH LIN A TO BUILDING - r I -Now 4! W, THIS S TIE TO EXIST. UTILITY CRAIGWT AR$,K1 D _:P4 CRITICAL APLAW tic. No. 0402048507 SL OPES DUCT BANK STUB (2) 4" SCH. 40 PVC J 4 Z . . . . . . . . CONDUITS qw 22.50+450 BEND 0 4 . . . . . . REFER TO PLAN TITLED "KESWICK HALL ADDITIONS AND ..... Yll ,o--80 e- (2) 4"/SCH. 40 PVC 90 Af6H LIN SITE IMPROVEMENTS" SDP-2018-016, WP0201800020 & BOX IRR CONDUITS 7 IRA PED PEL�l (PROVIDI= ['KAUtK WIRE) WP0201800078 FOR DESIGN INFORMATION. THIS SH Z, I 11 25Q+22.50 ?I ... .... w.. BEND �711 E 0 "R� GUEST WING WOOD 0ECK 11 ". 1/1 T r �� Nq H V) 0 -A > E SANITARYIVIH Ilk '-7��, IRRIC I TION V STEPS (7) WOOD ...... IRR E . ........ 1, Nl� UJ 7,r - I . ..4 0* IN*1 Lu TOP=435165 .... ...... 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R5 It ..... ... m WOOD GAZEBO u RI 0' r Rilii� I PROPOSED < IN N, R5 < R20' TREELINE IRL z N cl CONC.WHEEL 0 A "r STOP (TYP.) V�l > R V 0 RT DALTE x g RT 0 44 1012212018 < Al,� �X . 1IR , H s Z _Ju 1,21 1 - - VIPO BUF-FER 2'X2' LOADING AREA & >4 R165' 4 BUX COBBLESTONE DRAWN BY 41`� COMMUNICATIONS CONC. WHEEL �`V llq4 DUMPSTER LOCATION BAND MANHOLE. (SEE ARCH. PLAN FOR STOP (TYP.) 'A' C. GA YNER DETAILS) FDC �ELOCATE DESIGNED BY ..CU -ILITY LINE (2) 4" LOW VOLTAGE COMMUNICATION DUCT BANK ... TRANSIT I N, Ul\ S�\ ---6`_FIRE .. .... CONNECTION. REFER TO N A v-11121","" S NOTE #1. �g '4 ARCH PLANS FOR FINAU-- SERVICE WN'll SE� CONC WHEEL A. ALLISON (2) 4" SCH. 40 PVC CHECKED BY C0-KNECTION-LOCATION. 3" DOMESTIC P, 51 (ENCASED IN CONCRE I Ej SERVICE 3 �s ........ -__111411),101v C. KOTARSKI M PROPOSED BUILDING SCALE OVERHANG SPA 1 =20' 2'GRAVEL FILTER STRIP (SEE SHEET C1.1) (TYP.) N� RETAINING WALL WITH SAFETY RAIL GATE (SEE ... ENT LANDSCAPE (VDOT RW-3) .e 5 co PLANS) 0 VIVA N BUILDI URVE( NG iyp-) G OVERHAN PATIO (SEE 4" SAN. SEWER ARCH. PLAN .... X VN CONNECTION FOR DETAILS) \F PP71 IN OUT: 421.00 0 1 Ccrl (TYR) R5' ZCURB CUT ELEVATED PATIO (SEE ARCH. PLAN FOR DETAILS) (s, Cl WETLANDS + Nil, t 41 + -4, WPO BUFFEF'1 MEDITATION WALKING PATH. (SEELANDSCAPE PLAN FOR DETAILS) *-SAN Q. 41 2� EMERGENCY ACCESS ROAD 24' CURB TRANSITION r-R25' IV R49' 6 a u 0 ix OR g� N < NOTES: < 1. CONTRACTOR SHALL VERTICALLY RELOCATE >- EXISTING UNDERGROUND UTILITY LINES AS REQUIRED PER GRADING PLAN ON SHEET C5.0 2. A KNOX BOX SHALL BE REQUIRED FOR ANY STRUCTURE NOT MAINTAINED BY BY 24-HOUR STAFF. > ARCHITECT/CONTRACTOR SHALL COORDINATE WITH THE FIRE MARSHALS OFFICE FINAL LOCATION. 0 LEGEND: u PROPOSED HARDSCAPE u Lu (SEE LANDSCAPE PLAN) _j < CONCRETE SIDEWALK Ui V) ca -j 0 HEAVY DUTY CONCRETE uj < >_ < HEAVY DUTY ASPHALT LIGHT DUTY ASPHALT PERMEABLE PAVERS BRICK SIDEWALK REINFORCED TURF GRAVEL FILTER STRIP JOB No. SCALE 1"=20' 40241 co 00 2'0' �0, SHEET NO. z C4. 0 0 Qi 0 0 0 CL :3 CL Q) (j) :3 Q) 0 c: cn CL 0 Q) 0 3: c -0 CL a) 0 20 CL Z 0 o E 0 0- 0 =) 0 0 c: cLf .2 (D Z 0 CL x (1) 0 0 CL:5 0 CL Q) =3 -5 U) x c: 0 co 0 a) —0 E 0 Lc 0 0 cu c 0 i2 0 8_2 a) L I I ----------- - -- - - - - -- - -- -- -- I ---- -- --- - --- - - ---- - - - � - ---- - - - - -.------ -- - � � - - ---- - -- I - -- - - ---- -- -- - ----------- - -- - - "I I I I �, 1� �Alzllz ""I" "'-_0 - . 1, ---- , - -- I t, - - I I " 1� �l - - I . - I I -I 0 . 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I / \ "I \ \ \1/ ,I 1 14/ \ \ \ ;� ') j \ I/ \ \ \ I CLA,9S A l - - - ", \ I I I I \ I -�� �N. ." 1� - / \ \ . * q/ I'll, / ) - \ I j I- -- -- , / � 11 � I f -- -,Vr. - - \ \ \ I 11 N \ \ IN � " If, 14/ \1/, - / ,4/ 14/ " \ I .., I-- --� I I',- \ 11,\ IDTH I = 4,5G!,, -, �/�, / - \ \ I I \ 1\ \ ., - - - - - 11 t / "I NN / ) �- \ \ \ \ I,/ / �, � \ \ I "I \ / i / 1� --, / "I, \ \ \ I =QT,H 2 = f8 5- "t 1� / \ I . IN \ / \ \ \1 '11� ' 11 I I \ '--1 \ 1,4el - - ll�p \1/ q/ - "V Nl/ 14/ \ \, \ \ :,. -, \1 \ 11 ' ", I / I I I I \ / \ - N �OTES: ' I j \ \ \ � + ,$, -- - -- / N /I , I LENGTW=-14.0' \ \ /- 1\ � �, ) I `1 I � \ - "I "I \ \ �� \ It \, - - - - - - � \ \ I i \/ 1% I ri, \ - - \ \ - - , - - \ , = �l A." \ 11 \ \ I / I I- \ . I 1. " DEPTH = 2.0' / \ \ \ \ \ I , - - \ I,- 1. ALL PERMEABLE PAVER UNDERDRAINS SHALL BE PERORATED PVC WITH A FOUR 0 \ 11 \1/ + \1/ + \\,/ \�l \ I I ,- \ \ - , k \ I \ \ � . M \ \ \ N, 1\ . . � I \ j I / � \ t I., N \ � \ % \ \ _:-, INCH (4") DIAMTER. SUBGRADE TO SLOPE TOWARDS UNDERDRAINS. = �l , I \ \ \ � I � I \ � 1� r- , I \ < � I �l , " - ,- N 141, '41( IV \ 1,11 k t % ! I / , , � - - -1 - - " .1 11 It \ R191D�IEVE�SPREADF--R _ 11 I - - �l ) \ I \ \ \ \ �l -1 11 - - -, \ . f Z2. ALL CONVEYANCE PIPES THAT TIE TO THE PERFORATED UNDERDRAINS SHALL BE . 3: I I �, \' \1 41 t -V I 1" :, r r � DE§IGN,f LOW\ = 2 0 CFS � \ \ .� \ ,-- - , - - 2 - 1�� � .�l \ "N - , - -, / �� - 1-1 11 \ \ \ � \ ( ;;- 11 S1�3 `, / NN SOLID WALL PVC WITH A MINIMUM DIAMETER OF FOUR INCHES (4") AND MINIMUM -a \ 1�1 " -,--,, \ '�r � - `5(pa-,, \ ,, / \ ', -- ' '- -- - - rz 11 \ \ -�4, � ,,.t; \l, \�� "*V" + � 1, \ \ , / I uj z \-/ N, -1 \ \ / � Z" - ,\,"\ � \ DEPTH =/0.6 FT --- I � I / / ( I., � 1�1 "I, "I .- it j ( -- ' - -X , SLOPED OF 1 PERCENT (I%). < \ \ \ \1/ 14/ / 11 - r , >1 , \ \ \ 11 \ -�l \� - -11 \ \ \ \ N`-, \ ,-, , ,�- /I \ \ � I ,� � 41, \ / \ I /WI,DTH/= 6 F7, 1-1 / (' I I ( \ \ '� �, - - \ , � - - 1 3. CONTRACTOR SHALL ACCOUNT FOR STORMWATER ROOF LEADERS AS PART OF - -0 Nl\ . \ 11 I-N - \ -1 ,� - - � '.1 , 1 14/ Nl/ -N 1-1/ ll�l 'N% \11, \P x \ - .- - , , � Ng' t- ) \ - - - 2 " )I NN, - it ,,,, � vx It / I- , I / LE TH=20F / ) t / \ --) - I % - \,, BUILDING CONSTRUCTION. CONTRACTOR SHALL REFER TO ARCH/MEP PLANS M 11 11 �, I � k - � Nl�� 11-1 , � - _n \ I, t / \ - -N ) / / I \ 1, / - - i ( " \ 1� ,\ , 11 It � I It \ �- I',- �l � / - - \ ) / / / / tl* j I i I � �l �- 1\ /I / " _,, if) \ -,, ,4- ll/ 14/ � - -��k 14/ �4/ 14/ 1 .j i 11 t, ,- -- - - .,- .j Ip \ I , \ I I\) - - -1 � N, \ / " 1-1 11* , \ / / - / / -1 ROOF LEADERS SHALL BE BURIED AND INSTALLED TO PROVIDE A MINIMUM OF \ `N- \ \ \ \ \ - - I / \ � ,- I I / , �11 \ - k FOR THE FINAL LOCATION OF ALL ROOF LEADERS AND CONNECTION DETAILS. �l \ \ 11 �. 11 �-. \ � \ INI I ,/\\ \ \ \,,. , - - '. � - I , - \ - - , - - "" \ t N� / I / / - - I / \ f ), '- / 11 11 , \1 '11�zl \4/ \1/ '\ 41 I \1/ \I I I - , ,\ I- - , - - N - , ,� \ I \ / I '11� / �11 I I ONE PERCENT (1%) SLOPE. LEADERS SHALL TIE TO THE NEAREST �l \ \ \ , 1� - \1/ \L-1 \1/ - - - N, .1� I it � / / \ ) Il - / � - - - -1 - I- C) \ 11 \ " -1 �, N, -419- - - 7 1 / 11 - � - - - - Q 11 \ -\ I 11 \ .11 "\ f / I 11 " \ N, % 11 'N\ I / \ \ I- / - ill' - 11 - 1� j - STORMSTORMWATER STRUCTURE ACCORDINGLY. �- \ - \ \ " \ '��-1 \4/ 14/ \l/ 1\ \1� \ \ I v , - / - - - - f \ / 11 \ \ I \ - I \ 11 . \N \ `1 It 00 \ "-\ \ \ \ \11 "I. 'k 1-1 \ 11�1, \ k,'/ / \ NI/ \"v \411 , I, ) I ) 1� - I 1, \� I \ \ � 4. 1 -� -�- --� /' / I \ - ( " -1 - ,- " - - �, � "I 4. FOUNDATION DRAINAGE SHALL BE PROVIDED IN ACCORDANCE WITH C: 1� \ I / I tlr� �o I, 1�;, / " '-`1 / I \ - - - ARCHITECTURAL DRAWINGS. DRAIN LINES SHALL TIE TO THE NEAREST 0 �, \ '� \ \ \ *�,��'- \1/ \�- ." . / / / I - - -- - - - \ 1�t '�r_ 11 - / I I k, \ \ �l . 11. 1\ *IT I-- - - " _0 \ \ *11� - \ 11 �-1 \ I \ N,\ I i I I 1 14, ,�� ,,, I k I \ ,'%, - -0 I - -- - - - 11 - - z i STORMWATER STRUCTURE OR DAYLIGHT ACCORDINGLY. POSITIVE DRAINAGE (1) 1� tI \ ', / - \ - '� / \ - - % :t:: \ \ I \ \ \ 1, )-,, \ � 14/ / 14/ `� , \1" � 14 \ \ t / I I / I \ � "I �l " -,- 1, -2 �, \ \ 1\ . I \ 11 \ )I \ \ \ I / "--, 14/ \ill \/ \1/ 1411- 4, \ \1/ I / - \ � - `1 � / I I / / 11 I- , ) 1) \ ,I\-" - - - Z- - �- -, - �/ - - 1�1 -11 " - SHALL BE MAINTAINED IN ALL STORMWATER PIPES AND FOUNDATION DRAINS. a. -1 \ �. \ I,--, \ 1�1 j \/ - - 11 / / - / I- � ( -�� 1\ 11 11 11 CONTRACTOR SHALL REFER TO ARCH/STRUCTURAL DRAWINGS FOR FINAL . - 11 -1 �-,� 11 � IN -1 / - - 0) \ \ \ �� / - / f -- -- -�� / I j � - , - \ \ "I \ \ \ I \ r- \ , I- ----:r -\ CRI"', I / \ I I / I / -1 \ 3.1 \ \ \1 \ 14/ \1/ 1� \�- ", 111 , jo ,4, k x 11 - - - - \ \ \ I I I / - " -1� I / , \ �- - I .1 �l \ � \ . \ \ �l I,- \ \\ \ \ � \ \ / `,,-�/ I \ . , It -11 \ / \ \ / i I ( \ I - �, , ,- - -, - - - - - 1, -\ / - - - -1� , DETAILS AND SPECIFICATIONS. CONTRACTOR SHALL CONTACT THE ENGINEER & 0 \ 11 11 1, �l \ I N, \'N' \ \ \ I \ I A \ 1-1 I I \ \ \ / i \ / \ � I \ ,� N ARCHITECT IMMEDIATELY IF CONFLICTING INFORMATION HAS BEEN PROVIDED. 11 \ � ,�, ,,�, ,4/ / \�, N4/ -N I L It i;- \ \ \ I I - I- - - "I - - 9 \ "I \ \ 4/ -- - -- - - � I -�_ It . - 0 1 \ \ 11 "I �, \,�, \ \ , \ \ \ t / --,, / � — N 11 , / 1-:I � I \ \ ) / 11 " - k � � 1. 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Or 111. 1.1- ofPipes Slope Depth of Area of I-Irii Vn En TIME 1_7R&_-_ . REFERENCE S7A. REFERENCE STA. "---- It " " "X_ -," ,__ " nct, -_ mENT ------ HATED _ TIME ___11_1 11-1 - ---- _1_____ - ----- - -- 1 11__1_1_.__ ENID END -.1-1-- 11 ---- 11 --- - _______ .SpaiVRise) 11__1_ __.___1 I---- ____1__. __ -- - Flow., & ----- 1-11- ---- Flow, An _11- 1 ------- � -1-1.11- -- ___ ,,-I,.,,,,--,' ---- 1� 1-1-1-11-1-1.1 11-- 1.1111-1-1.1 1____1_ . REMARKS 11-1-11111-11111 1._1.1._1.1.______, 111111 ---- - 1--ll--�.-�.11,11.1.11.1.11�.,.,.�."-,�-,-.".-,', -1-1-11-1-11-1.11111- Acre ...... I ,...._1 11-1-1-11-1111.1, 1 "..", --- -Minutes 11.1---.1.11111 hVIft 1__1_._1__1.1 , CFS 1-1111 -1-11-1.11 I 11-11111-1-1-1-1- 11-11--l-I ---- 11-11 OFS "I�,.�l-l�11-11,�--,--,-�---''--,."--,.�,- - --------- 11 Ft. 11-1-1111111 Ft./Ft. � 1-11111-11-.--�l-.--,�--l.1.1-11 In. ___. , -11, --- I—- , 11--11 CFS 11 -------- 11 Ftfft. ............. 11-111111--l- Ft. --,--,- 1-1-11.1-1.1 SqFt Ft. Ft/Seo -,�'i-,t�""''�,-",�",�,�'ll�,.�.I ft. Sm '111111-1,111 111-.1-1-", r.,_ --l-l", -_-.I.- ,,,�,-""I,i��,,,,,.,",�'..'�,,,�, �,,1,111111,1 (2) "'..., 6,5`,"', �� --- � ""'t ��,�ll,�,�,�'ll1l.,�..'�,�-,�-�,� (5) ........ -1, (6) �!ill�iY,11111 111-1-11-I.- - . (8) 11-1111111----l- I __ 1_1,1_, 11111-111--,"', (11) (12) , (13) (14) ',______ [,_'" . ........... ) ...... �(15 . ....... I .. ___,.1111-1.. (16) (17) I'll..�'ll""II-11111-111,111-1 , (13) 101 102 100 I 0.00 . - �0.00 0.00 5.40 6.41 - Q100 9.93 I 415.88 - 415.01 .59.07 10.0149& 18 Circular . 1 119-3 10.00780 I 0.93 1 111-5 0.42 1 8.54 . 106 I 6m 11 - 103 104 102 .0.00 10;00 0,90 5.28 . 6..45 0.00 __ 9..83 416,89 415�98 60.45 0.01,505 is circular 1 13,96. 0,0-0780 Oi93 1.15 0.42 8.56 2.07 7;06 105 106 104 0.00 .0.00 0 0 .0 5.20 6.48 0.00 9.83 421.07 i 416.99 1: i 74.14 0.05503 18 Circular 1 26.70 0.00780 0.63 0.70 0.33 13.96 -3.65 5.31 107 SINIM 3 Out 106 �0,00 �0.00 0.00 5.00 Q;00 9,83 421.50 420.35 i � 65.04 0.00,999 IS Circular , 1 14.37 040780 L08 1.36 0.45 7.24 1 1,89 8_98 1 109 SWM 4 Out 104 �0_00 0.00 0.00 -5-00 0.00 0.00 2.93 424.00 41736 1 � 75,58 0.08256 15 Circular � 1 20.11 F0.00180 0.32 0;25 . 1 O�19 11.69 2.44 6.47 Ill 112 SWIVI 41n. I .0.0.0 I 0.00 Q.15 5.12 (.50 Q�00 Q.97 425.66 425.40 25 �93 0.01003 12 Circular 1 187 10.00070 0.34 0.24 0,19 4.40 0,60 �6.33 1,13 11714 1:12 10,20 0.74 1 !0.15 0.15 5.00 1 6.54 0�00 0.97 1 426.05 425.76 ,29.00 10.01009 12 Circular 1 3.86 0.00070 0.34 0,24 0.19 ,4.09 00 7.09 1115 1:16 SWM 41ri �0.23 0,68 0A 6 OA6 5.00 6.54 0�00 1.02 426,38 0�23 27,00 0,00556 12 Circulu 1 2.88 0.00070 0.41 - 0,30 0.22 3.35 . Q�59 8�95 121 122 SWM 3 Iii, ,0.43 0.55 �0.24 O�53 5.11 6�51 �0.0.0 3,46 424,60 424.35 41.30 0.00605 15 Circul'a 1 5.44 0,0-0,2,50 0.72 034 0,34 4,70 4,07 -8.79 123 124 1 122 .0.07 0.90 0.06 0.06 5.00 6.54 0.00 0.41 425,57 425.35 21 AO 0.01028 6 Circular 1 . 0-.62 10.00480 0.30 0.12 0.14 337 OA8 6.35 125 , M6 122 OA2 0.55 , 023 5.00 , 5_04 0.00 1.17 424.76 1 424.70 12.73 ,0.00471 15 Circular 1 4.413 0.0.0030 OA4 0.3.8 0.24 3.05 0.58 4.18 131 132 SWM 3 In 0.14 0.57 _�0,23 0.14 0.19 -55. 4 8 6.39 0.00 1.21 424.92 424.58 33.5 t 0.01,01-5 12 Circulk 1 3.89 0.0,0100 0.38 0.28 0.21 4.38 0.68 7.66 133 1,34 132 10.07 0.61 .0.04 1 0.05 5.24 6,47.-.-.L ..... ............. 0�00 . - -.-- Q.34 4,25.4-6 , 425.02 44.29 0.00993, 12 , Circular I I I 3.85 - 0.00010 0.2 0 0.11 0; 12 3.02 0.34 14.66 --I 135 136 1 1134 1 . 0.01 0.90 0�01 I 0.01 5.00 6.54 1 0-00 0.06 425-82 1 4425�56 -25.83 0.010071 12 1 Circular I I 1 3.87 0,000,001 0.09 1 0.63 1 0_06 1 1.82 0.14 1 142 1 ;. .......... � ... � ....... � ........... . .... - ... .- . . ...... 11.1,11111--.1.1.1.1.1.1 I T � � r I � L6�4� .... ......... . . . . . *,*,*""-*"--,"",""-""","'',, � I ---------- ____ --- I I - ----- - �,,�,-��--l-l�11-1-1--�---.-.--.-�--,-�--l'�I --- - ------ 1-1 -------- - ---- _____________. � ,HYDRAULIC GRADE11NE ANALYSIS I i , .___111_1____,__ -",�",-"---"-�---�--.--",,---.,,-r,�,------- I I . I � . � . .,...' I � c I � ...... � I'�ll.l...�"-.�.--.-�-"-��-.-,--."-"-�.� ------ _. ..... . . .... I ......... --r.- � �, I �1.1 I � � � �: [INC.IDENCE PROBABILITY 0, �'�:Yea,r � � I I � I ,A;111..�. I '�',j I I I -1-11.111,�,,�-,-----,�-�--",---,- -1-1 ----------------------- ___________ . I p --------- 4 p ------ I � I I p ! I L � ---- - ---- I I I I ........... t I --- 1-1-1 ----- � � I I I � I.I.I.I.I."..,..,.-,..,."."."..,.�.�,�111.11.1,,�.I.I.� 1PROJECT-. r______,______ r --",--,- ......... � ..... .. __.� � ------- ------ 1_____1_1 ..... __ .......... . . .......... . ........ . I.I.I�.�.-."�.1.1.11�.�.�,�,�11.1.11.1.111.�.I.�.�.I.�.�.I.I.....�l,'�,.�.�.,ll.l.�.11�'ll1l.l.�.1l"".,�.I.�.�.I.I.I.I.I.I.I.I.-I.I.111.11.11.,�.,.,.-.�,1.1111-.,.,.-.,.-,..,.,.,..,..-,�. I I i I 'Ke.swick Hall Spa � . . � -------- � -_- _.____j ----------- 1-1-�-11---,.--,------,,----.----,-,-"---,i F . ; . p . p F p ___-�-- . ............. .... . _____,----1_�___ . ; . . . I 4 ...... .- . I I -------------- ---,,---------, - � ; I , � I 11 ; ----- ..-"�---,�------,.,-"�-11--l-', 11 ----- 11 I I I : ; � , I ' I . � ) : I ; ; I ---- 11___4,___,____ � -.1111.111.1-11.111-1-4 , .... .... .. ��,,�.,�,�.11.�-�---,-,-,----------�- . . T . I --- 1__.____11_1 ---------- I . I . ; . . . . � I ; . 1111111_11 I i -I-----^ -,--�-,�-,4----,--,--,-,-,-----,---,-,--- I : : . ...... j------____, i � � � � .,-.,.,--.�--.-"-,-,�.��,-,4""-""""�. ,-.,--�-11111-.-.,�-.�.�,,--,.,.-��, � ------------- I i � ______ __� ------ _,.---- � ! I � I I �' , ! 1 I � I p � ------- ----- I �,"""""""', ____ p , . I . [ __________, ------------- ! r . ; ____111 --- 1-il-1-1-1---,--r-.---,--,-,",�---"",.-,.-,.-,�.I : ; i --,.--..�I.I..,..�.,�.�.11.11.�111.1.�.�. a . � � *1 --- �--.---��-���-�.--,�11.1-1-1�-,��� t r . . I . I . ____r I t --- I . . ............. � .... . .... I -------------- 1-11-1--l'-.--"-,�,�-.1.1.1111r""I'll",,-�,�-�-.1.1.�ll,���-.-.- ---------------------- � I . I I ...... � ........................... ----------- �--�-�.��-,--.,..---------��,��-��,��"--.,--,-�l-li � . . . I � I . . . . I I - ------ I . ........ . ..... .... .- . I � I I . . . . � --- 1.11,11,11-1�ll-'----""--""""'--"'----- F . . . � � . . I ----- _�__ . ... ........ ....... -,-, . . --- _1_411,11-11-1-1-1 I I I - -1 --- -_-�_'. , --- i --------- 1 � , � � i - � � � .............. �,-""",--""----,-,."""-",,-,-,-,-,-'',-""'',",.".,.""."","".,.,.,.",.,",",.,.,. DESIGNED BY: _1 --------- I ------ - -------- I I 1-.1-1.1 ---- "I'l""-.---",---,�"-",--"""--,� Checked:' , --- __...__T --------------- -1.1 ----- � . ..... _L_ __, I ------, "" t ! ICG ------ 1___1____1_______1 � ------------- I --- 1--.- ......... 11-11 I I I I ----------- � ----- 1______ � � I , I � I � I t __ I I � !I I 1-111, ---- � ------ 11 I ; � I 1_1__._______ INLET �11.1.1.1.1-.,�,-�,�,�-.,-.,.,",-",-.",.�.I.."..-.,-.I OR -����,-,�"---,�,�--,----,�---�,�,----,-�,�,-",-,�,---- JUNCTION ___ ------- - ---------- STA. .... ... ....... IWERT - � ------ _._._1 EL .___,.,..,___ OUTFLOW FIFE DEPTH _111_11 --- I—- OF FLOW ------ � ......... - . . .... � OUTFLOW I ____________,__,___,_,_ PIPE �QUITLEI _______1__1__1__ WATER ------ SURFACE 7ELEV� DIA. __.,__ PIPE .............. . . Do ,�Qflftrn) DESIGN --- ------ DiSCR ----- - __., QO . .... (CFSICW) LENGTH I—— ------- I RPE -,-"�".,.,.,--.""-.,�,�,�,�,�..,.,-".�,�.� LO . -,-,.,---- (FVM) FRICTION ---- SLOPE, Sfo .. . (Fr1FT) , ____,______ . (MM) FRICTION --- I ---------- I ,LOSS ... ...... � .. . .... . .. .... R ,(FUM) r . . . p I I . ----------- . Vo - --"----- Contr. . ..... .. Ho �----�"-"--",�,------,-"�--,�,--�--,-"--�--- . �(Ftl" � I I � � � JUNCTION LOSS I Hi (Expn) . .... - ....... ...... ,___,.__.__1. I.I.�.�.-,-,.�."�,.��"",�,.�,�.�"",�",----. * 11 - I Vi 212g 0. 35*M . AX I _(Vi2i2g) � I . I � � a I . �SKEW Angle _________ . I ; I z . I 11111-111111-1.11.11- � I K � I I i Bend �ll.,�ll,�-�"-.�,.��,�l".�,�.,�,.�'..�.�.�.11�,�.,��� : H ___ I (FUM Sum I �Hl_ _-, (FV" I ------------- SURFACE -.�.-I.I�l.-.-"..,.,.,-.,-.,.,.�-". � FLOW ____________ Adj. R 1__._1 ---------- 1.3 ..__._§qap!hg_?____1 H __ (FtIM) Inlet ----------- - ___ YIN . - 11 ----------- 1-1 0.5 ........ .. �-���-,�",�.���,.-"�,�.,�",�, Ft ___ (FVM) - ---------- FINAL - H - . (FttM) Inlet 1_____ ------- Water , " ...... � ... � . ....... .... -face Sw � ____ -- Elevation � Top of MH -- - ------- _ Top of Inlet ................................ ...... Bev, ----------- --------- APPROX. ___ ------- 11- --- I . Adjustment? � ............. _._.,._, -----,-,- (1) - 1 (2) - (3) (4) (5) M (7) _(8) (9) 1 O 0) (11 , ) (I 2) 1(13) (14) (15) I (16) (16) . (17) (18) (1�9) SWM 3 In - 426.000 132 424.580 1 1 M 426M0 12 1 1.213 33.51. 0M103 0.035 4.376 O�074 1 020 1 0.142 0:4050 0.0 I 0.00 0.000 0.124 0.87-5 0A61 YES , 0.081 0.115 426.115 429.750 O.K� 134 425.020 1.00 426.115 12 0-338 44.29 0.00008 M04 1020 1 0.035 1.817 OMI 0.-018 0�0 O.GO :0.000 0.053 0-278 0.069 YES- 0.035 0.038 I 1 426.153 430-900 O.K� 136 425,560 1.00 426,360 , 12 0.059 I 25�83 O.00QOO 0.000 1_817 0.013 0.1QQ0 1 .Q.000 �QrOQO 0.0 0-00 , OMO � 0.013 O�Q59 � 0M 7 YES 0.008 OM8 426�36,8 429.620 Q;K. I I I I I 122 424�350 - 1 �25 426.000 15 I -3.457 4130 0.00255 OA05 4.698 0.086 � 3.046 0.144 0.050 0.0 0.00 � 0.000 0.136 1.54-2 0.177 YES 0.088 0.194 426.194 427.550 OX- 124 425�350 0.50 426.194 6 0-412 210 I 0.0048Q QAQ3 3,368 0.044 0-1000 I � �0.000 � . 0.000 0,0 0.00 OMO 01044 0.000 Q.044 YES 0.022 0.125 426.311.9 429.300 OX� . I I I I I I I I I I � I I I I . I 1 424.700 1 1.25 1426.194 1 15 1 1.165 1213 :0.00034 I 0.004 1 3-046 - 1 .0;036 1 0; 0,00 I �0,wOOO . , I ��0,000 I 0,0 I 0.00 I 0.000 1 0.0313 1 1.165 1 0_047 1 YES 1 0_023 1 OM8 1 426.222 1 427,550 1 O.K. : lb��4� ------------------- - --------- � --------------- - -------------------------------- � I I � . I 7 ---------- � � [# --- R- - O.- �-j -E- C - T- ----- -------------------------------------------- ' z % � ,� Xeswick Hall Spa ---------------------------------------------- . . i 5 � . I I -------------- i -------- � ----- ; ; i t � -------------- I I ------------------------- ; : . � - I - ----------- I I � -------------------------------------- . . F . . . I . � --------------------- � � I -- --------y. -------------------------------------- �DESIGNED B : JCG � � ; - ----- . � . 1--t- I ,____ ___,___,_1_____1 ,I HVbi�Wddkkd�ll 'ANALft't__ I i I I ________ I I ________. _ .. ....... . �l----,-",---����.,,,��-,�,--,,,-,,,,�'llI . . . I . p I s . . ; -i 1 ... . . . ........ -i _I_ - ____ --- - ---------- I _,____,___,r_, ---- 1-111-11-1-1 I z . : p � _ i ---------- --,--r ... ---+------ I I �- _-__1____1_+1__ --------",!-,--,----I-,-------,�,---�--"--�",--"-,�,�-------,�,-�,�,�-----",-,--,------- , ; I ___�__ --+,------. . . . . ; : 1______ . . . : --------- 111z"', I � , ------ I .__________________ -, ... �,,�,----,----,--,-",-------------,�--,--"-,,-",- I ... �,.L-,-,.,---�,-,-,�,,---,.,-,.,"""".�.-I-1-f-I.",.--,--,.-"I I f . . . I - I � ---T [""', ------ -- . .... ... ..... ---"----"----,-""--"�--,----,-"---",- I I � � ........... � ... .... i I ........ . 1 . ..... . -, ! -------------- --.� � ------------ : ; ... � ! . I . i I 2 I � ? i : i ... I I I . : : I �-.1.�11.111".�,�11.1.11,11.111,��11.11.111.1 . I -.1-1-- � .... .... . .... . .......... .- .... _ Checked: . ......... �,.".,,,,,,,,,,-,,,,,,-,,,,,,,,-,, ,-,,-i I . """"""""' 1-1-.1.1.1-1111.1-11 . ........ .. .. � I - ... . 11 .___ ..... .... � BA ITY I- , JINCIDENCtj�k6 ...... . b I 'L , * ... """"""""''", "" I 10� �� :'Year ...... ___ ........ I i �""''"""""""''*'*'*"*",-","'',,*- r - ____, ............ ..... .. . *!-,-,.� I ; . I ; . .. .... � ..... .. .. . � .. .. ...... .11.11.1.11.1 ... ....... ... . - ..... .. .. . . ... � �.. , , - I . ...... .... � ................... �t . � . . , i - I ; z I , ; . ...... � ... ...... -1-1 , I , I .1.1-1.1 ..... �.�.I.�.11.1l.l.."�,.�.I...,.,.."� . . � I r -.1-1- ,.,..,., -.1 1-1.1-1111-11: I . . I . . � . I ........... I , � I I '-1-- I � I i I F" 1 _. I I I ,,_,___- __,� ! --------------------------- - ------------ -- i --- -------------- � I I _________,_,j,______,_ ----,----�-�l-,------,,�----�"-- : � ------ ---------------- I � � . - ------------ i-__1_-_____ I I w ; __4_'__________`_ . _", - - -------- ;_ _ ----- i i z t � �_ _,___________+ I _____ - ------------- ! ; - -] ----------- __,______- ; I I -------- - -------- - I I ----------- 11.____ � I ------ r_,__,_____,___,_, i ___ --- __ ____________ I I � � � I : : . . I . � � � � � 4 1 I ; . : . I � � 11--.1-111 ......... _____ I.I.I.I.I...'�ll.-II.I..".".".",.".,.-,�.�.I.I.I..,.,..,.,.�.�,�.�1-11.11.11.1111I ]WERT DEPTH "I�11.1-1�,�,�'ll'.11.1�,�,�'..","",",.,,.,.,.,l,".".,.", OUTLET I DIA. 11.1.111.11111-- I DESIGN 1-11-111-11 .... V1.1-111-1-1. LENGTH 1111111-1.1.1.1-1-1 . FRICTION -1.1-1.11.1.1-1.1.1.1.1- FRCT10N ,�...'�.,�.,�.I..'�...'�.�,,�1-1 . i � I i 5 ; i I . � 1 JUNCTION LOSS I ; I 11 I . ; . I : ; i � ; I -1-1.11111-111.11111111 ...... Adj. R 111.11.11.111.111.1.1 Inlet 11 - -.1-1-1--.11-1-11 ,�.11�,�'..".".,.."�.11�,�l''.,..,..,-,�ll,�,�'..'�,�ll,�lI Inlet 1"..,.,.,,.,""."",.�.I.�.�.�.,. Top�of MH _____' ................ � ....... , __ � _', _ � , ", INLET I—- 11_1___, S TA. 1-111111-1- _.________1._11_1.1111_. EL. 11-1111-11 "I.--,...-�----..,.,.-,.,.,-,�-,-- DISCH. 1� ol"11.11.1_ PIPE - SLOPF_ Sfo ___1___.. 10SS 1-11111-111- ---- - - --- -1-1111111 Contr. _11_.__1_1 --- I H, (ExpR) 11_.._.11 �, �, ..... ___�M__,. SKEW _11 ---- � ---- 11 ------- I-— Bend .__1. Sum .- ------- SURFACE � ----- I.-II-1-11 1.3 1-11-11111.1111 Shaping? I'l-, ...... 0.5 1.1111.___1.__1.1.. FtNkL I— -------- - Water _11115.11 Top of Inlet I.- --- 111-1-1 ..... Adjustment? ... 11._._11__1 OR _ ---- ------ � ----------------------- OUTFLOW _ __ --- OUTFLOW ------- - ----- SURFACE - I----- - ------- Do 1-1 --------- Clo ------------- I - I Lo ------- I ---- I (FTIFT) -------- -- I-.---- F4 I ----------- Vo - I --- I ------- I ---------------- Ho I vi Vi-2J29 0.35'N%X. ------ I --- I ---- -, ---- I __________ Angle ------------- �K ----- ----- -- �H I ------------- �Hl_ I ----------- -1- FLOW _ --------- R � ---------------- I ------- 1___1 Ft ------------- - H I ---------- - --- Surface ---------- - - Bev. ---------- I ----------- 11 - _11 ---- - --- - AACTION PIPE I PIPE I B_W. ,lin/00 (CF51CW) I (Ft/M) (UND . , (FUM) 1FUND I 212 I (Vi g) I , (FV" I (FV4 I 1FUM) YIN (FUM), - . ,(FVM-) Bev,ation, APPROX. I fl) - .(2) �M .(4) .(5) (6) (7) 1 0) 0) 00), .0 1) 1 ,(12) (13) � (14) (15) I ,(16) (16) (17) (10) (19) SWIVI 4 In . 428.000 1.12 - 425.400 1.00 428.000 , 12 0_968 25,93 0.00.066 .0.017 1 .4.096 0;065 I 4.-091 � -0.2f)0 . -0.09-1 , 0.0 0_00 , 0.0.00 0.15,13 0.000 , 0.156 YES 0.0.78 , 0.095 428.095 430.800 OX. . 114 - 425.760 1.00 428.095 12 - 0.968 29.00 O.OG066 0.019 4,091 OI065 0M0 01000 10.000 0.0 0.00 0.000 0.065 0.968 0.084 YES O�042 0.06-1 428.156 430.800 C.K. F 116E - I 426.23T01.00 1 428-000 1 12 1 1.021 1 27.00 1 0.00073 1 0.020 , 3.353 1 0,044 1 0.000 I �0.000 I �0.000 , 0.0 , 0.00 , 0.000 0.044 1 1.021 , U57 , YES , 0.028 . O�0.48 , 428.048,, 430.800 , aK. , ,�,�,---""--�--,�--,�,---,-,---,-�,� ------ ---------- 1, "-",-,--"--",""-",--,,----"",--,-,- , ; I I 1 5 I � I � 5 i LD-347 . I ; '_ �'0-k-6-J-k- _C__T: ; � ------- __7 _____,_____ , _ICes S � 1 pa ! ......... ... ...... . ... r-------, I --------- - _________ ------ I ; --------- ! ; � r ... . ,----I-''.,.,--,--"-,�,�,,�-._-..,,..-,..-.-,.-.,.,.�,.,.� ... � --- ___ ------r-- i . � ........... � ..... . I " -"-,---�,�-----r-,-,---,--,----,[----------- I � 1. .... , ""' � I : I i ,_____, . . . ; ------------�----:-------------------------,------ -,_-,--,--,---, -I.-IIIII.-I; ! i DESIGNED BY: ICG � I ... 11111111�1111_1111`, ... ," - ..... _________1 � � ............. * ... ... - . ! - ----- ____ I I . . ........... 4 ,� ... �,.,.�,�.�.��.-."",.,�,�,�,�.�,��-,l,-,-.�.,.,� ...... . . �.�.1.1.111;�ll"�.fl.l..-�,,�-,�,�.�.�.""�� .. ............. � . ... . ............ .. � ................ .... ........... . ... - . . . . ............. .,._ .... � .... ........ . . . . . ..... ; I � I i I : � "'HYDRAULIC GRADELINE ANALYSIS � , I ;� I I . I - . � .... . . ......... 1-1.11- � � I - 11 I-- 11-11-1-1-1 ................ ... . � .... � . . ....... L, [ � � � � ....... ....... Ill I .-""".,.,,.,,.,-.�.I..,."..,..'�'..".".�.�.�.�.,.�.� ; . ; ...... ..... .. I � i � [_______ ; ; ; F � ; �,��,,�,.�ll.,�.-I'�'..".".".'I t. I I � d ` . : � : i � ! � � � I . . 1 � I I , � 111 I. -I "I'll.., . . ........... �------- "Ill-l""I'll"-,--1-1"1-1-"-,-",-,-,-11-111,11I 1-11,111,11, ........... � .. ......... ..... ___________, - _77- " I I . � I I : . � � � ; I I � I ". *11- ....... I , . ... ... ,� ....... I . ........... _ , , " . ""' ! � I . 11 I I - 11111- I'll ..... I . . . .......... � ........... � ........ 1.1-1-111-1-1 I ..... ___ .... r_ . .. ... .. � ......... .... .... 111-1.1 ; : � I i ... - ......... .... .. .1. : � ...... ... .. 11.1-11-11- . ; . ; , , "" ... - ....... 1� : : � 111- I t 1-11-11-111111111-1 � -1-1111-11-11-- " ", ....... " _....""", . ! : � ! - � " , " , " !"', " """' , ."', - . ...... 1.11, 1.11-111.1 i 'Checked: 1 . . 111.11.11.11.11,11.1111.11, 1.1'j . � I 1 .......... - ..... � .... 111111111.11, I . I I . I . 11-1-1-111--l""I'�-I"tl""'I . . ........... i .............. I __,__ - . I I'-( d ----"---"---PRO--------"-",- F"', . I . . . � i IDENIQE BABILI TY 1 10] Year I ------ I � . � � - - --- I I ------- -- I . ........ . - . � i � ....... - ____� ........ .. .. _____,_ i ....... . . ............ � .................. I ...... - .. . ........ _______, ; ; ! . : I ; ! ; - --- 1111-111-- ... ..... . - .. ......... ... 11 1 . . - , --------"""�,--'-""--""""', � . . . . . . . ................. . ........ _ . I . -_ ? v --"�,�"'��,,�"-�-�-��-�.�,�-�-"---,--------------"'- � I . I I 5 � . . � . . i -",-- - --- --- -, � r � . � � , I 1� .... .._ ........ .. � ................. . � . ... � . ..... - .... �.-,�-.�.�.1-1.�.�.�.1,�'...�.,.� ...... 1-�,�1--l'�l-.,�-�,�1-1-1-11��,,�,�,�,�'ll,��-�'ll-l-�l-l�-,�"."�.�.�.� .... ,�"".�.�.I.�.�.�.I.I.�.�..",.. , i I � I : . � ; � I I I � I ; I A . . I � � � '.1 I - . I � - : � � I .1.1---, � ...... 4 ....... --- . . I T 1_111 .. .... - � ____-, . ... _ I I ; L1 .......... . . - ., __.____._ ............ __4 I I I ? . � I � I I I ............ I � ... .1_._1._ . � � : f ; ....... �.�.I.I�.1.1.111.1.�.1.1.1.11.11.�.�.� ... ..... � . ..... - ....... --� : I ) � .... .. .......... . . . .... � .. ........ . . ........ ................. . .. : T � � T.1111______ ___ ....... _1111I.I.I...'�'..."..'�.11,�.�.�,�.,,,.� i I I . s I I I i � I . . . .... ........ r � I I .... .... � ... __, I : 111_____ . . . ...... �...".".,��.1l.l..".,...'�.�.I.��---".".".".,... INVERT 1-1--11-111-1-1-1-1. DEFITH ,�I.I.I.-I.�.I..",,.."".�'.., OUTLET ______.1_._ CIA. 1-11-111.1.1- I I DESIGN - .... . . .......... I I LR\QTH, .1--.1.1.1 ... ....... �FRC-nON 11.1--.1.1.1--l-1-11 . I FRICTION 1-1-1-1-1.1-11I.-I I i . . I � I I I I I JUNUTION LOS$ I ; . ; . : ! I � � r � i � � I I I I � 1_1.__. - Ad!. Ht __11 Inlet "..-, ..... � ...... __, ...1-1.1.1.11-1-1- -.1......".1.1-1-1--, Inlet � 1-1.1--.1 ..... �".�.�,�...,.,.,.,.,""""�,-� Top of W-, .......... .,_ 1-1-1-1-1.11111-1-111- INLET 1-11-1111-111-1.111 STA. 1_____111 - ----- I—, EL. ,"I'l-I-1111--l- OF FLOW , WATER ---- ", PIPE ,.-,.-.. DtSCR .1111____11_1 PIPE 11-11-11,111,111-1 SLOPF, Sfo ---- 111111"', LOSS _11______1__ _____11__1 Contr. 111-1-11111111 H.(Expn), I --- I,---- 1111111111111111-1111 _1_11_____111 SKEW 1111--_ 111__11____1_ Bend ---- -,- Sum SURFACE 11-111111-11---I 1.3 .__111_111_1__ Shaping? ___11 --- I—- 0.6 FIML � ---- 1111-1111- ",---,----- Water ,.,'-,-. Top of Inlet. 1.111111-1.1 --------- - Adjustment? 11-11111-11111-1 OR -1--.1111-11- ... _______ I— - ---- 1_.____________ OUTFLOW _11-1-111 ------- OUTFLOW _________._11111 SURFACE --- I'll- Do _11-1-11-11 Clo 1_.__1_________ . Lo __,_,___ (FT7FT) 11- ..... . _____1._1 . - Hf ------ Vo 11 --- - -- --- ----- Ho ----- --l- - Vi W2i2g 0.35*MAX-- __._____ 1111 ----- I-. 1-1-1-1---l. Angle ---I---- � I .K ---------.,-I H --- __ HL 111-11-11-1-1-1 - FLOW __1__1__.__ Ht I— --- .1 --------------- R H 11 --- 1 --- - - -- ---- ---------- Surface 1---l-1-11-1-1-1-1. Bev. 11___._._.__.__.__ ...... _ ___________ JUNCTION . PIPE 11 PIPE jq_EV. . (4j/ M-n , . ) � (CFS[d ,yIj (RIM) (Nit" (FO.ND . (Nm) (V029) (FV" (Ft/" I (Hfv�� YIN (FVM) (FUND Elevation_ APPROX, I (1) (2) - 0) (4) (5) (0) (7) (8) (9) :(10) : 11 (1 1) I (12) (13) I , (14) , �'(1 5) (16) I (16) (17) 0 8) (19) 100 I I I . . 415.000 102 4115.010 1.50 416.210 18 91830 5,8,;0,7 0.00780 0.453 :8.543 0.283 &558 1.137 0�398 0.0 0.00 0.000 O.Q81 , 0 OOQ ��_ �0.6811: YES 1 0.34.1 0.794 4.17,004 419.630 . . O.K. 104 415M0 1.50 41 . 7.180 , 18 19.83�O 60A5 I 0.00,780 :0A72 .8.55,8 0.2.84 13.956 3.024 1 1.059 � - 0.0 0.00 0.000 � 1.343 . 0,000 -1 1.343 YES 0.671 1.143 418-32.3 - 42a960 O.K. 106 - 1 416.990 IM 418.323 18 1 9�1830 74.14 0.00780 1 M78 , 13-956 O�756 , 7.243 O�81 5 0.285 0.0 0.00 I 0.0,00 1-041 , O�000 1.041 YES- - O�521 1.099- 421.700 429.200 O.K� SWM 3 Out 420.850 1.50 422 A 0 5 -0 18 91830 65;04 0.00780 0.507 7.243 0.204 0.000 0�.000 . O.OQO 'O.0 0.00 0.000 0.204 � � GMA000 G,204- YES , 0.102 O� 609; 1 422,659 426�000 - O.K. - I I I I I I I SWIVI 4 out I -I 417-760 1 1.25 - 1 418.760-1 - f5 , 2.930 1 75.58 1 0.00183 , 0.138 , 11.688 , 0.530 , 0.000 I 0.000 I omo , 0.0 , 0.00 , 0-000 , 0,53 . . 0.000 1 0.530 YES- 0.265 0-404 1 424.322 428.000 O.K. I Enter design storm rainfall depths (in):. 1-yearstofm 2-yearstorm IQ-yearstarm N-551TERIFERM Drainage Area Curve Numbers and Runoff bepths�*- Curve numbers (CN, CNadj) and run'4f depths (RV jjjveA�Fed) are comput6d with. and Without reduction practices. Fcirdst/.0pen Space - *Isturbed,protectad . . firpemoul cwar Mv.,�,paj (watershed-fnc4) with.no Runofflkeductlo.n* lrrperAgus Cover RVD,v,�.ped (watorshed-inch) with.no Runo0 Reduction* cSolls I DSolls DRAINAGE AREA A REFLECTS PRE/POST DEVELOPED OFFSITE AREA. AREA 1 -1 &1 -5 SHEET C6.0 DRAINAGE AREA B REFLECTS PRE DEVELOPED ONSITE AREA AREA 1-2 SHEET C6.0 PRE -DEVELOPED CN REDUCTION CALCULATION - ANALYSIS POINT 1 --,------ - - - -------------------------------------------------- - ------------------------------- - ---- - ------------- - ------------- - -------------------------------- - ----------------------------- i i i Runoff Volume and Curve Number Calculations ! i Enter design storm rainfall depths (in): i I I i - ear'Itorm. 2-yearstorm I I ar storm i 1 ,g,� 77'7= ,,,,-, -7, - ,_� � �,, - ,_ _ ii�,�_ i [2 iW ��F __1 i ! IINWR F-W i i �, i - - =,,n�_, -, . 1__,,,,.,` -----' 11 ... �,,; -.1-1_11- � _,__'__ * � K___7_K:_5_1N__7R'_� --- - -, $ ��' i I rs LO �.3=,,_ ",-, Z� _,:3 _,�$,:�' .�,' N �. i. . i., �. i., �. i., �. i., . i., �. i., . i., �. i., . i., �. i., . i., . i., . i., �. i., � . _4,w�__ � 4 ,'X���_��_�4;�;�_�;�:;r D_ �� �i. �,� �:,-���,,-,-���-_,��,-�:-�-�-,�,---�-"�'� ,��4'_ --4,�������-!,,T.��4�,:-�-;��,T�', ,--,-;4��__ - ��X__ __ �� 4��,!_---�,�-.,,-��- ,����-,,�-,�',Z.����f,�,�4;��,�-� 7- , �_ ,� ��! . i., ..... .4 .. ,!_�,Z,.. . - 'I .- �. -I,- 'M R - _�,�, -, 11 5_AR, RV,,,Ro10NW_W 9, - 4 . __ .11.1'..,., 7--11 1�-, , - .. I - I I I I _,_ _ --- - -- , �,� -4- - - .1 � - 4 - 4- - , - - - '�' '� " - -- - ____ - _� - --�_� -. -- - - -, -4 1 I I �� 4 Z� . ,.�___ - ____ ,,� �-.,,,--.,-�,.�.�--.�--�',;�-;�';�i---,---�,: �;, , , ��,7,-. 7�7,'.., ,,, - ., -, ,.i;.;,�q.- �- 7-11' I __ ,q�-,-: - 1__ � ,,,,---, _. ., ,. . . - ,�� - ._ . - , � - � I I � gj� - - t -� -t' - -t4�- ": ., . ,�, �, : 4',". 1 - - - - - - - - �4_ 4 _z�-� � ,�'��,'t_ , ': � I - 11�;_ -, - � � -� - - - - - -_ - K�,�,`_4�4 - ir� -- _41-- __ y ___q��, � 4�i - , , . , 1,11, I W� ,49148y�--_ , I 11 - � - - - - 51 ,`!�� '�- �F,M`�: "'�! ni i i _�V,��,,�,O�t , - ___ - �,' - � : 4;�� i �_ 1 - AK 4 to,�','O.�:4��"O'�4,4,@,�,�'(5hK,'I� � A, i o'_,_ 7_11'�, 1��', � ;:;:: : ;:; : �111 _ 11� �� 11 .-. `1 " I MfWT�l _� : ::: �: � - - - �w W, a - � - _____ _K1 V . -4--�� K-K , _,'�, , ; , 0 'A - ---- � � , - I V,�____.111.41, - ! � _._. � _.ilmt� ,_ i " -- � ---I � , - . 4�� - --- --- 1-----f- 4 _" , 7 �, -I_ 7� " __ - -;4 �;��.4 , , 4, 7 �.4_;4 -- im _iOK�,K,_ i�_;=_ �1� Z� ,��- �--,-1-1-1-,,----;,--� iK�� __ , ��. � I � .M. , �,� _-__�-� �1--__mt-:, -��-�--�-�-�---,---��----�,-"---7�--t,----�----�-�,�-�7 � ,_ - - -------- - ." I I . . - __ , � ,.,k2'_ - ..." ,�� 14, �"Z 11�� "'���','�I_i -, � � � R 4 !!_ i i I ! i i Drainage Area'Curve Numbers and Runoff Depths* i ; Curve numbers (CN, CNaqj - . _111- , ,) and runoff depths (RV, ... rj��q) are co ted With, and Withoutreducti6n,practIces. � � I MPU . .... � _ , ,. i I i 11 """ , �. � k4__111 - I 11 DrainageAreaA __ ASoils I B, Soils I Csoils � 1) Soils , , - 1, "� I " �1 I J ! - I ___�1_111_54,09711`11 ____�4&$ ,, ,"_ _-, , - - --'-' _--, 77- ___ FuiesVopertspace - tindisturbed, j*btected 7--a 61 -qe S) I'��-I'll,�'I'l-"��-1",��-11�'ll'O'l', 001�1'1'_i`11'112_� _.-I!,11,11-11 _1� "'2 �i 9M 0MO41p� �� 4 �� � ��O_--,41� ----- _1 __ _.___ .----.--. i � ��---",-"",��,�l-lill-l--4�l---� - -�;, '4 1� "R --Q-1 np �,- forest/ppen space or, refavested land CN I --, � fft I" ,,,�' MMONM &20� WMbam ��M �_Y � i Ajea (ages) 7�� 7 Managed T. urf -- dUs WW, graded fpryards or., other , - -�� ��T- I " U; 1 1 i turf to be a�m ���� 0�m t��gdwm ,Mw�ied/rnanaged V4 i i I ' - I Area (acres) 115`M,15,11�5_91110_ ,�,�1--l.--.-������i-11%,�,10�1.19--,;..-"���,,���� "I�7"Z�'I."�-11"�,,�),.�)..�""I-I-"��,��'ll'-�1,111.--,'-,'-,"I - "T i M 90 i . i hro.epAwscowr s��-11�,,��",�,-,7-_-�---"�l-",�'�ll"�ll'--I ,,.' _ _,, ----,. I I I I CN FHM�1010�10M��[Mmgffw= 1 i CN (VA.A$ i i � ! i _____ !-year storm 2-year storm 10-year storm EE "PRE -DEVELOPED CN I I - , '� ! ! I I ! 11- I - - � "" - , �� " � 7; , I RVr,.d,pW, (watershed -Inch) with no Runoff Reduction* 1. 1; - ,,, - 'm � :, ,� ,,__�`� _ I I I I , , . -, r I I W1, REDUCTION CALCULATION" " . q : i . : RVD,,14" (Watersbed-fruch) wlth.Runoff ReductloW ""N"" I � 1211_11�-O_=- ABOVE . i i � Adjust ed, I�N * ;V=4MMLMg= I - *$0 Not0s,dbove io�, DrainageAreaB I ASolls I B Solis I C Solis : D Soils I ,,F4 Fates, t/Open-Space - u4clistwhed, Orbtkted Area (atre�)�]��,,,�,,,�',.',4�,�")".O�J 0,01.5- .-,��-�,-;,�ll"�N-1"��l:-Iz�'�ll,� �__,R_ 21" - �, "'���-.�,�--l�-,.--�,s,o-o,��,�-�,�,,�, 'MMONN RM �,0",4,",",:"�--,q�"".�,�7"7&""Olo�ll'I I ,EZ, 4-50, R__�__, ---! k I __ . __ __ - - forest/open space or iefore'5tati land CN . _____ M�� __ ____ ,.-- ' Managed Turf djstu,0A gteded fqryanis or pther At "'110 A010[4_;IN50`1�� ___21�'_�`.'��.i. i, WNR 2- �-,----�'��11-11"-�-1-1,11,--.,Q,�'�-��.�1"3�,��4-- __01111'1'��'111" _U _11111 - ,a eA lli'14 R .1 mill; ....... 4 , " __1 - -11, Iq I i--la" _01-0; I 12,11�1'1__ 1��� ,"Xi.04i __.____.� t,jr,f to Le njowedIrnanaged 1. aa=� l-l-l-1 - 110 9009&�M 7g-�,,17 - ���,�,�,,�',k��*�,,��,�-;;"�ll,�lI Area (acres) l'-i'�""'4�'O'0_�' "`,`,T , , , �j7 "I'll, I 11� 11 , I el. 011104 8100 g,�, " 7 ,',,`,-0,`,,,' , � , � � I I I I "', , - �� � . ..... . � � - ________ � . � _____ -_ . � _ --------_------------- __ - � -, I a ___.__..., .-.- kno-PrAous Cover 11,1-1-11.2'."Is En 111 - ---- �_ ___ ���, I CN(DA. rzOlm 1-yeat Storm 2-year storm io7year�ttorm DRAINAGE AREA B REFLECTS , P,V,.Q,,,d (watershed -inch) With no Runoff Redurtion4l .1 _..... '_ - - � 11 "I'll, , I I ` 11 . 11 , -, - , _� � "I "I 1111- I , 1_�, �? �, - z POST DEVELOPED ONSI - I RVQI,4,4 (watershed -inch) with Runoff Reduction* I F���-,',�o-�-,���,�,,�,��,';�,,� 101 "E im,'z5o', `�" : AREA � - , AREA 1-6 SHEET C6.0 L= � i , � -,' , "IR-IIA-11 . Adjusted C,N* [� ',', ,'j I 11 5qe-NQtq,s ahaVe � - - - [ A , A �,,,� Drainage Area C I ASolls 8 Soils C Solis DSolls NA, ".4"i, 6 �4i�,--,--,-z:d,-AW� � j "" _ '""'. - � , - " " � , , ,� ,�,�, �, , , , , ', , " 'R� % �,�, , , , " " " , " "4 - "'N 2 -I, , ��, -_ Focest/opell Space -s � � - Are a (a cres) �`_h',1-.','1-', - , z . , 011111111, - UIA nobeo, twotected , -2, _ , , � . - � � ,; M A" N " �, � i g � 6, , OR#, -0- _44� � ,,,,- �, I , d, -M, __ , " x�, _ , 1"WINIM , I i I forest/open space arrefofested land CN _ - - ____ �_MA_� - _.- ._________,44___ - -_ ,,7_, 1; ,,,-,,_ Managed'Turf -- distuibecl, graded for yards at other Area (acres) 7,,-,_ITF�� "�""�,�ilzI��14"0�,,�,'�--�-,�ll'-�"li-",--�!,�-�lt-I'l�,--� - , _ ___ _ __ - _, __ i - __ .... tvif�lo be 01wed1monaged CN ---_ -, _-_,_-�___-_,-_-__-__--_. � � _ �_ �� _._.. � &� __ - ---- __ --- ----------- --- I c,.j i �T.;. (a 7-, ,; il'i 0112 0"NO101's -1"�,,�,�'�-l'i'll�'ll"�,�"I"444"""��'�-'�--"-�I'll�,�'�,��I 1 Impervious, Cover - '_,_._ - , , " - __ ___ ___ _.__ . - _1 CN . . �� I -___ 8� --------- � ... ��_� . _. - 1-1. � . - - - I— 1.1-1-1-1-1-1- i CN F I I 4-year storm 2-year storm 10-yearstorm DRAINAGE AREA C REFLECTS �� 4� �,o - ,�,� _�� ��'& � I RVI).L4.p,d fWatershed-lach),with no Runoff Reduction" L-4 F�,,���:��'��,-�4%�t,.Z-.-q,-���"",'-�,',�',!"�'--�-"i�---�-�-��','-,',, MRS"'I"g- POS _-1,`8 T DEVELOPED ONSITE � I �� IkVue,j,�d (watershed -inch) With Runoff Reduction*11,11R,V AREA.AREA 1-7 SHEET C6.0 � _ , _��gl' " __ - g,,��,_ I � z, -4 , " , __ Adjustedr-W [�1�,-'t"'N'7nP �]'�"�",'-,",,---",",',�,,-,,':'--',,,,�l,-,;-,,'.",,,�,�"'�4:,��,,,,',-'-,,�"4""-""""",,��'�1- , ,�� _t� 'I *Seefttashbome �11 Drainage Area 1) I A -Soils I B Solis c sol[s D,$olls ;_"*4X kt'i-�-�, -,�__'_.' I'- 1 FwesQGpen.SpAce - undistufbed, praw.ted, , , ,i .At" tacres) ,,�,,���'�,zli"-l",'���',,Q'��'��'�","-,'.-,",�".""-"f,;",��-�",�,,-',,, �--,�'-'Z-g .,i,---,�',,-,,�,,,,,"''�,��,,�--,�-",z""-�,�,-",�",-,-,z-�,-�""",",-,,�,�,�,��,�,,�,,�-,,,��"', - ffai",iV6 -1. R_'__'t.___1"'0 0_ �! , � , - " , , _,#, , 0,Qq "i� ,g_%��Qq ... -,- -.-#" �� I.Ita ___ 1.111 e.,';,,i, , �W, g,, ,g . _�,� , , . I - ""' , , ....__ _ � � � � � � forest/open spa,ceorleforested land CN , - - - -_ ,-__---_,-,,��. IS � __ ---- -R-1 _11 - . 01 ,E, "I I I . , , , P�� - , I- '11, , , 77 "O", ,,�,,, - " , " 777777 1 "I , 7 " -:5, ,_ � W , F , MaNged3wi - cllstviitetl, graded far yard,3,Qr,,�ihor Atea,(acTes) �57�",- -,R ", ,� 1,7, 'S - - � ,4 ! wu-�� 7 �T , g -, �, - - � , j v, W_i�, 5 I , , , i I 5, ... 5E , - , ,-- 5 - " _N� � - - ......... � , turf to be rngwed/nta nage d ICN _-R, _;� ._ ---- 4_____ _�--u-MB __--_- _____________ __ . . .. . 1111pervious.caver J�;a -wies) ��l"-"�-,�'4'�"I'�.�',�'00�-M.- � TNPRM .------- .------.----. ------.-,.--- ...................... � _____ - ..--. �� ------- ___ - _____9 - CN -, _,_�_ _ - - a� �.Qa�� CN(DA.W , � I Fiol ft '�', I I 1-year storm 2-year storm 10-year storm DRAINAGE AREA D REFLECTS RVI)-eloped (waters . hed�lnc#) with no Runoff Reduction* J*pg-, 1'�"'� � � - � , I RVI)�,&jw,d fwist.rsh.dThtch) wlthALmoft Reduction* � 11 . . . . . . . . . . . . . . 1-1,1111 - POST DEVELOPED ONSITE I _11'_�!_11`1` 0'1_ilkl� 11111111111'1� I _� ji" ,,�,,� g r L,;,_ AREA. AREA 1 8 . I A tmgmg, 1,0'g- --- 2�',' ,�`,-,' - SHEET C6.0 - - !��e_Afdtes above POST -DEVELOPED CN REDUCTION CALCULATION - ANALYSIS POINT 1 ,&\\V, , " , q ,�� -,j -), . �� - `1� _16xill 1� �� I 19 Op t, 4 4_q�, . G-11 � : P� t e� , 7,� ll, � , �, ,(,�, .,� ,_ k , W11 � , � , z � I ,) 0 Q C,RA1GWJ,'Y,0TAWS,K1 Lic. Nib. 0, 020 8, FEM-Me m E C) 0 (a) U N r.4 Vi C < 0 > E ,6 E uj = 'rD = .- . I.- LU (>n 3: :< M 4� 3: U. 4-j 0 LL - LU 0 Lm- -I LU -r- M _j OR -J - in M CD a) C11- > (=) " a. U) rq _: (D LU N z L_ (U M P-1 .4-J 1�3' 3: 0 (� x g C-dj a� LL 0 4 :3 ,j. U) = C: �� U (1) rq t.0 = in �_ .� , = in 0 a) 4� r1j U) I 0) Itt L_ a- .�J- 00 _j C) Lli %D I-_ Vi EY-1 =) 0 = (D =) 0 C� = 0 uj > LU P-i = U < z �_� (1) p--q > iy_ ::D 0 >_ 0 If 0 0 0 0 0 0 0 0 I M 0 Im !N ;7 Z ) 0 !� llz� I-_ Zt a- U (D �14 (f) Lli Li-i C� C) 0 I CRLLJ � W 4 > uj ry vw,r) � z Z Z a � z LLJ Z Z a Q� �? -;:� Z� (.D �, ) Q� . U_ - k- z IQ z C) z ��_ i_ (z) L.L. U-1 z :� 0 U ::) 0 U --.j .;:3, � Z �< Q� U-1 Q� Q _Q� LLJ Q_ Q )� :z M :� �� .� ;� LU If, �: LLI LU (j) 5� LQ (.0 cL (�o C� (:) :R rt - -'s Z 0) 0) M 0) LU " 1-1 �Z� �,� �(,�', " " N N , C) N- �� 'N-- ;� DATE 1012212018 DRAWN BY C, GA YNER DESIGNED BY A. ALLISON CHECKED BY C. KOTARSKI SCALE N/A a; LpsH I I < = V U �� 3: U) W V (n z 0 1__� �__ Z) U I < U < 0 �_q 71, z (_9 < Q-11 �� U) > I LLj � _j ;7 CO :D < 0 U U j i 2! ln� < (D 7 1.-q U.j (f) co _j LIJ < r) JOB NO W F_ < �_ V) SHEET NO. C6.2 - 0 f =3 -0 - (1) > U) =) U C L: > Q) 0 W M = ;;� a) U) 0 0- =3 0- - � = W " 0 'O W U) :3 Q) n - 0 C: = M = W 'O C M t� W CL S; b Q) '5 = I- - a- (D m 0 5 0 -0 C� 2 cq CL U) 2 z Q) 0 -0 -2 0 2E ;:, i- M L_ E -0 -0 C: C: 0 W U) n_ 0 Z) 0 0 C R .2 (D :E U) �: Z Q) W 0 2 2 0- 2 x i:= 0) � 0 :5 >, - t� :3 a) 0 CL:E- 2 '§ 0-0) W C: . 2! 2 U) (U =3 - U U) x C W.0 W 15 .r- M LV (n M C 0 .4 0 C: - W 0 E _0 Z) C U M 0 -8 6) 0 .C: a) 0 --a .M �Q 0 0 C� U) 0 (n .;5 M 0 70 D C: " I Co (� U) C C 0 0 M 0 0- a) :� U) (U a) ;t- = E 1-- - V IN a Virginia Stormwater Management Handbook, Chapter 9 July 2013 1 Virginia Stormwater Management Handbook, Chapter 9 July 2013 FLUSH CURB (BROOM FINISH) 12" MAX. 4" 21 B STONE 18' PARKING (REFER TO SHEETS C4.00 FOR LOCATION) I v l./ UNDERDRAIN PIPE PERMEABLE PAVERS SECTION - LEVEL 1 No Scale FABRIC (TENAX MS220B OR EQUIVALENT) 1-1/2" PERMEABLE SETTING BED AGGREGATE 4" 21 B STONE 8" #57 STONE COMPACTED SUBGRADE SLOPE TO UNDERDRAIN 9-C.8.0. PERMEABLE PAVEMENT: O&M CHECKLIST Inspection Date Project Site Plan/Permit Number Location Date BMP Placed in Service Date of Last Inspection Inspector Owner/Owner's Representative As -Built Plans available: Y / N Facility Type: Level 1 __------- ___ ___ Level 2 Ideally, each permeable pavement installation should be inspected in the Spring of each year, especially at large-scale installations. 2 i i t 3 't`, , 5,. "`• i f S 2 t t 2 t< yli t 'ti 2 L" 2 2 ;-QZa[.4. 2 24 2 ;�'W t"'Y Z't.`tk Z 42 :St 4 4 �' i i t?p' et4: r.XtyY... r[ l '" 2 Zb S Z SS '� P 4 i � 2 4, t `'k`?zt'4r�Ery(y { 4 t i t �, F.fiQr:„5 L i' • k �ct y�y�� � i�t t`tiit�4: ? { $Y�� S �2�q.� A�4r;�.. p _ � , i, Zik ti'.2 ': i S' { {. 2 iZ .� y Z y \ 4 :. } 2 z -I A, . ft% t. W.. E i t\ :.Zkk k i ,�^" i 4 2i ,�t E 2 ti i4 S 2 5 '`'4 i There is excessive Owner or Remove immediately. trash and debris professional There is evidence of Contributing erosino and/or bare or Stabilize immediately. Owner or Drainage Area exposed soil professional There is excessive Owner or landscape waste and Remove immediately. professional and clippings Check that tree roots have not penetrated the pavement and leaf residue has not Trees and shrubs are clogged the pavement. Adjacent Owner or within 5 feet of the Vegetation that limits access Vegetation Professional pavement surface or interferes with the permeable pavement operation must be pruned or removed. There is excessive trash, debris or Owner or Remove immediately Inlets, Pre- sediment Professional accumulation Treatment Cells There is evidence of and Flow Owner or erosion and / or Stabilize immediately Diversion professional Structures exposed soil Clean out sediment or Evidence of clogging debris. Remove and wash or Professional replace stone, as needed Eliminate standing water and establish vegetation; treat for mosquitoes as needed. If sprays are considered, then Pavement Owner or Mosquito proliferation use a licensed pest Surface professional controller to apply an approved mosquito larvicide (only if absolutely necessary). 9-C-22 31d Party Construction Inspection Checklist and'Certificatton Permeable Pavement DEQ Spec. No. 7 & PFM 6-1304 Projort..l!4i ' - CntmstruC[n ca. _bran Nuntt t 3.1 pmrty In, Site Aldtye� 3 °Party ici i z6tu ie (Lancptude:�'PJ S"! G'ontal, Inlc 6�iP'iD PJumbarss shoyrrt nci plan and genetaChrcation onth@sib-- Page 1 of 2 A eerE if ttgn € reggirbd for all S!N"8 ��i(*_ frscifttids ttrltitbr! .A Y irEiiri% IiCerk ed.Orof' sr.064aI.eritrtneer,or lteenS` ed orofe 300,et sect, ttittf ihtw azpfriptl01 pe ttiiret ents'prth s�i�:r*t�;�ryulict Stabilize immediately. Mow, irrigate and apply organic There is evidence of (not chemical) fertilizer, as erosion and / or bare grass needed to keep g Owner or or exposed soil in rid p g healthy and dense enough to professional paver areas provide filtering while protecting the underlying soil. Remove any grass clippings, There is loose Remove immediately and material (e.g., bark, vacuum sweep the area to Professional sand, etc.) stored on prevent clogging the the pavement surface pavement pores. Pavement is stained The surface must be kept and/or clogged or water is ponded, clean and free of leaves, indicating the debris, and sediment by Pavement pavement is not vacuum sweeping (without Surface draining properly. brooms or water spray) Measure the immediately and, otherwise, drawdown rate in the at a frequency consistent vat observation well for with the use and loadings three days encountered (at a minimum, following a storm annual dry -weather event that exceeds sweeping in the Spring). Professional eveeve inch of rain. If Where paving blocks are standing water is still installed, the sweeper must observed in the well be calibrated so it does not after three days, this pick up the stones between is a a clear sign that the the paver blocks. Following pavement is clogged. the vacuum sweeping, test There are significant pavement sections by amounts of sediment pouring water from 5 gallon have accumulated buckets, to ensure proper between the pavers, drainage. There is evidence of Structural surface deteriortation, such as slumping, Repair or replace affected Professional Integrity cracking, spatting or areas, as necessary. broken pavers. Observation Is each observation Repair, as necessary. Professional Wells well still cap ed? Outlets are obstructed Remove obstructions and Outlet or erosion and soil stabilize eroded or exposed Owner or exposure is evident Professional below the outlet. areas. 9-C-23 3rd PartyConstruction Inspection Checklist and Certification; Permeable Pavement DEQ Spec, No, 7 & PFM 6-1304 Stone Reservoir Aggregate Placement 6HECi Pnot S1' prrSCittPT1r7f1 VAT E.oFINSPECTIONtCOMMENTa ,...: ..- Sides covered with gootaxtile with no tears, holes, or excessive Wrinkles. :. Stone reservoir iayar aggrogata pfacement, compaction, and thiekyass, are per approved plans, Depth of reservoir layer aggregate Inches Bedding Layer, and Pavement Installation C4$ECK PHOiQ RESC$tPTION: VATEAF iNSPECi1041COMMEnT3. -.. D U. Pro•treatinent struEtuies (When iequlredl are Installed per approved plans. -7—Q77777`- Type of pretreatment "' Coneont,rated no}vJs"noJ. tr Fng dischsied directly=unto ttie - parMeeble pavement,- { g Pavement surface Is even and runoff spreads evenly across surface. plaoed on the end of the pavement Forts drainor approved plans. p ' J _ Pe`rmaat�lo pavoment block systems which requlro"edge _ _ rasiraints arc installed flush with the plover, blockspar approved plans, Size of Edge Restraints TY[xa at Edg a Restraints [} Aggregate layer forthe installation iifthe. underdfpin system; Is - per approved plans,._ Depth of aggregate layer'ft. Size -of aggregate layer Signs lnatalied pok PFM 64304.3e Poe pdrstus asphalt and pervious concrirte pavement; the full permeability of paved surfaco'has beery property tested (clean water applied at a min, rate of 5 gpm over the entiris surfacer; and all water infiltrated directly without puddle formation or .Surface runoff. Lj Provide,a photo of the BMA feciitty aftercomplotion of canstructian. Final Certification 109 hereby certify that this.as-built information for the stormwater mamyementlBMP facility was inspected by me (or by An. individual under my responsible charge) and conforms to the apprgyed plans,; except as indicated. Sigftatuta; License Number (Seat)„ '- material tests means, to scat e- r declare construction)raprofessional rof onal opinion based on sufficient and appropriate onsite inspections and Page:2 of 2 VA DEQ STORMWATER DESIGN SPECIFICATION NO. 7 9.3. Maintenance Inspections It is highly recommended that a spring maintenance inspection and cleanup be conducted at each permeable pavement site, particularly at large-scale applications. Maintenance of permeable pavement is driven by annual inspections that evaluate the condition and performance of the practice. The following are suggested annual maintenance inspection points for permeable pavements: • The drawdown rate should be measured at the observation well for three (3) days following a storm event in excess of 1/2 inch in depth. If standing water is still observed in the well after three days, this is a clear sign that clogging is a problem. • Inspect the surface of the permeable pavement for evidence of sediment deposition, organic debris, staining or ponding that may indicate surface clogging. If any signs of clogging are noted, schedule a vacuum sweeper (no brooms or water spray) to remove deposited material. Then, test sections by pouring water from a five gallon bucket to ensure they work. • Inspect the structural integrity of the pavement surface, looking for signs of surface deterioration, such as slumping, cracking, spalling or broken pavers. Replace or repair affected areas, as necessary. • Check inlets, pretreatment cells and any flow diversion structures for sediment buildup and structural damage. Note if any sediment needs to be removed. • Inspect the condition of the observation well and make sure it is still capped. • Generally inspect any contributing drainage area for any controllable sources of sediment or erosion. An example maintenance inspection checklist for Permeable Pavement can be accessed in Appendix C of Chapter 9 of the Virginia Stormwater Management Handbook (2010). Based on inspection results, specific maintenance tasks will be triggered and scheduled to keep the facility in operating condition. / 0. �r 1 r C&MG W7. , ii.ml;>> tic. 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KOTARSKI SCALE 1 11=20' 70, < _j r) �_ 71, uj 2: U) < LU < U) a. LIJ < �Il L10 �_� �_ z �_� ll_� _j (D _j c� 1_4 1 5 u < � < T 11 . z Z) �_ 0 V_ u z Lu UJ u _j F...q 22 2: < 3: 2: LU (j) Lu (D ED < _j LU < 7p V < 57 cl� LLJ �_ < 3: z w 0 �_ U) k I I , JOB NO. ll-�'. i� , \�.!� SCALE I"=20' \\N.V I \\\, 40241 1_� m — 6 2 j �0, Co. 0 SHEET NO. < z C6.6 - 0 c: - 6 � U) 2 0 L_� a) a) 0 4 = �: a) U) 0 a- :3 CL >1 rZ M - 'o Q) U) :3 Q) .0 - 0 c: � cu = U) 'o = M tf cu CL .S� " 0 .T 0 = 3: c: -an_ W :) u 5 0 -a jn� 2 (5 CL U) 2 z (U 0 -0 - :2 0 :E c: >, �- CU � E 0 - -0 c: C a) m U) c: n_ 0 Z) 0 0 c cr- .2 0 := (1) ?: Z (j) U) 0 a) 2i " 0_ ;E x �- 0) o :5 �� :3 a) 0 CL :E 2 *§ CL 0) (v c . 2: 2 0) ca =3 - -5 U) x c: a) 0 a) . '6 :s =3 2 -�5 w C 0 U) U = - a) 0 F= �a =3 c: U M 0 -0 6 a .c: a) 'o .m .9 0 -0 0 c� U) 0 (n .45 (U 0 -0 = c: .�� m ,w (n 0 c: 0 _g 0 CL - a) -0 (n a) a) - = � �_ - L MANHOLE MANHOLE MANHOLE MANHOLE STA 11+77.85 MANHOLE MANHOLE MANHOLE STA 13+58.11 `' STA 10+00.00 STA 10+82.47 1 TOP 422.51 STA 10+00.00 STA 10+80.03 STA 12+03.04 1 TOP 422.51 ` 6 5 4 3 2 U CRAIGW. ,J.'KO*TAW'J.K[ r' TOP 430.15 TOP 422.63 INV IN 412.52 (C1-1) TOP 430.00 TOP 429.20 TOP 418.09 INV IN 412.52 (C1-1) Lc �� fu�02048507 INV IN 420.75 (EX) INV IN 417.25 (6-5) INV IN 412.52 (2-1) INV IN 422.23 (EX 8) INV IN 417.86 (4-3) INV IN 414.28 (3-2) INV IN 412.52 (2-1) INV OUT 420.55 (6-5) INV OUT 417.05 (5-4) INV IN 412.52 (5-4) INV OUT 422.03 (4-3) INV OUT 417.66 (3-2) INV OUT 414.08 (2-1) INV IN 412.52 (5-4) , 8_7_ I q INV OUT 412.32 (EX. 8") O 435 INV OUT 412.3 435X 8) 440 440 0 N OV Nvi Q 0 ui E +� M a; Q LL 3 L6 Lu L m <_j U00 -� - ui N a>NN W z� �� z Zj �� z p Q a (�/� 1�-I `% v ! Q 1Ln (UI1 �Y y !Lij O �N j 0 UEJ Ly Z IW- > ti O O O I vi O O J ww�w O � � 4 � V) V q = W W 0 a��� w > w 9+50 10+00 11+00 12+00 12+50 9+50 10+00 11+00 12+00 13+00 14+00 14+50 = SANITARY SEWER 6-1 SANITARY SEWER 4-1 z Q" N N HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' O N VERT SCALE: 1 "=5 VERT SCALE: 1 "=5 tin DATE NOTE: ALL UTILITIES HAVE BEEN SHOWN AS APPROXIMATE. CONTRACTOR TO 8"X6" REDUCER O VERIFY UTILITY ELEVATIONS PRIOR TO THE START OF CONSTRUCTION. STA 10+37.11 1012212018 450 450 450 450 DRAWN BY C. GAYNER DESIGNED BY A. ALLISON CONC. ENCASEMENT CHECKED BY C. KOTARSKI 440 440 • SCALE lit 0131 DUCTBANK TO TERMINATE AT HANDHOLE. REFER TO ARCH./MEP DRAWINGS FOR TIE TO SPA FINAL BUILDING BUILDING CONNECTION DETAILS. (� Q z 9+50 10+00 11+00 12+00 13+00 13+50 9+50 10+00 11+00 12+00 13+00 13+50 9+50 10+00 11+00 12+00 12+50 LOW VOLTAGE COMM. DUCT BANK FIRE WATERLINE DOMESTIC WATERLINE Q w HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' = z H VERT SCALE: 1"=5 VERT SCALE: 1"=5 VERT SCALE: 1"=5 D LL 50 0 O UWclC J CL w 0 LJJ ED 0 5 PROFILE SCALE uj <t i t I i i i i n I I 1 1 1 1 1 1 1 i 1 JOB NO. i40241 i SHEET NO. i 7. zl_ EXIST. GAS LINE � \ SEXIST. UNDERGROUND 445 POWER I 3 445 I i � ; I EXIST. WATERLINES EXIST. UNDERGROU D � .� ;POWER 440 440 � EXIST. \ � WATERLINE � EXIST. COMM LINE 435 435 EXIST. � EXIST. i 3 3 i i 3 PROPOSED 3 i GRADE i 430 i 430 ° 3 �3 3 3 3 3 3 3 EX. EXI TING 425 WATER ' RADE i ! 425 LINE 1` i v✓ i ' 3 3 ; 420 420 I 6,5 3 SCR. O 26 p @40 VC 3 ' 415 o �� 3 415 � S 38, i @4 26p� ( o 410 � 410 3 I 3 405 1 405 400 3 � 3 3 3 � 3 i i 3 i � 400ch I 3 3 3 3 3 i 3 i 3 3 3 I I 435 i S 3 i i 3 3 3 i I 3 1 I 3 i ! 3 3 3 3 i 3 3 1 I 3 i I 3 � I 435 I STRM 3 l 3 3 i PIPE 105 i f i 1 3 3 i i i 3 430 I 430 ;PROPOSED � !I� GRADE 3 3 ' 425 425 i STORM PIPE �! 3 105 ;EXISTING ' ;GRADE , 420 420 5�003 3 O/� 1.5' MIN " 1 � ./� 415 3 2 E _ 415 I DR OF 2 3 � ��� @ 3 '► i 3 2-1 I 155.07° OF 8" SDR-26 PV � 410 410 3 a 1.�0� � i i 3 1 I 3 ' 3 3 I 3 3 405 ' i 3 405 EXISTING E I GRADE EXIST. I 445 UTILITY LINE 445 EXIST. TIE GAS LINESTUB OUT POWER LINE440 440EXIST. NZTn,90-BE 22.5°+45°UTILITY LINE BENDEXIT. STA 10+20.08POWER LINE; EXIST. 435 +. COMM LINE I 435 ` EXIST. 3" 11,25°+22.5°BEND WATERLINE STA 11 09.88 ' `PROPOSED GRADE 430 430 22.5° BEND ! \ 11+46.87 6" DIP � STORM PIPE FIRE LINE � 131 E 425 _ 1.5' MIN 425 11.25° BEND ` 12+26.48 420 420 415 fi E I 415 3 3 3 3 ° 3 i 435 435 3 i PROPOSED; t GRADE EXISTING ' GRADE 430 i 430 3' MIN 3 8"X3" ° STORM PIPE TS&V ± 1.5' 3 MIN i 425 3 425 22.5° BEND 10+27.95 TIE TO SPA 3" PVC � i BUILDING DOMESTIC LINE 420 420 415 I 3 I 1 415 L In MATERIALS LEGEND WALLS, STEPS, BRIDGES PAVING TYPE PAVING FINISH/PATTERN DETAIL NOTES O ASPHALT - VEHICULAR -- -- SEE CIVIL DWGS FOR NOTES & DETAILS GRANITE CURB - VEHICULAR THERMAL 7/L2.00 VIRGINIA MIST Q NOT USED ® PERMEABLE PAVERS - VEHICULAR TBD 9/L2.00 PAVER SIZE & COLOR TBD O CONCRETE - PEDESTRIAN MEDIUM SAND 1 /L2.00 INTEGRAL COLOR TBD B LAST © STONE PAVERS ON SLAB TBD 5/L2.00 PAVER SIZE & COLOR TBD O NOT USED NOT USED O CRUSHED STONE -- 2/L2.00 #10 HONEY CRUSHED QUARTZITE. STEEL EDGE TO PERIMETER 10 CONCRETE - VEHICULAR MEDIUM SAND SEE CIVIL DWGS FOR NOTES & BLAST DETAILS END GRAIN WOOD COBBLE TBD 10/L2.00 SPECIES TBD 22 CONCRETE CURB AND CHANNEL -- -- SEE CIVIL DWGS FOR NOTES & DETAILS a Q (y) b- N 0 O N d' N Q. Q nN\ W n� W I I 3 W _V) 0 J 0 V) 0 Q Vi c� 0 i 0 0 V) m 0 i 0 U i .N W o� NT 0 U v 0 n N� 0 10 0 00 V) i SYMBOL WALL TYPE FINISH/PATTERN DETAIL NOTES FOUNTAIN TBD 2/L2.01 STONE TBD © NOT USED STONE RETAINING WALL SPLIT FACE, 1 /L2 Ol STONE TBD THERMAL CAP OD TIMBER BOARDWALK TBD L2.05 SPECIES TBD O FEATURE ROCK TBD 4/L2.01 TBD O NOT USED BALUSTRADE - STEEL TBD 1 /L2.06 STEEL RAIL. STEEL / FINISH TBD O BOARD FORMED CONCRETE WALL TBD 6/L2.01 INTEGRAL COLOR TBD NOTE: SEE STORMWATER MANAGEMENT SUBMITTAL BY CIVIL ENGINEER FOR PERVIOUS PAVING CALCULATIONS. 0 10' 20' 40' W%mmm%mmmm� N NELSON BY RDon W 0 L T Z LAN D S C A PE ARCHITECTS 310 East Market Street Charlottesville VA 22902 T 434.984.1358 F 434.984,4158 www.nbwla.com NO. Date Issues/Revisions 1 10.22.18 PERMIT 2 01.25.19 PERMIT 3 04.24.19 PERMIT STAMP PROJECT NAME KESWICK HALL LANDSCAPE ALBEMARLE COUNTY, V I R G I N I A KESWICK HALL SPA PROJECT NO.: KSH 1806 DRAWN BY: CP, MF, BO CHECKED BY: EG, CP DRAWING TITLE MATERIALS ENLARGEMENT PLAN DATE: JANUARY 25, 2019 SCALE: 1 " = 20'-0" DRAWING NUMBER Ll a 10 D- N 0 N d= N Q. Q >Q� V/ N 0 0 0 V) 0 0 i 0 I 0 V) 0 Q Vi cy') 0 i V) -Fn—, W 0 Vi 0 i Q U i c- .N 0 0 i 0 0 V) 0— U N 0 i N 0 0 0E V) i CONCRETE WITH LIGHT BROOM FINISH $" WIDE SAW CUT CONTROL JOINT, DEPTH OF JOINT TO BE ONE-THIRD THICKNESS OF SLAB. SPACE JOINTS AS SHOWN IN PLAN. SEE PLAN FOR LAYOUT OF JOINTS IN SPECIFIC AREAS REINFORCED CONCRETE SLAB COMPACTED AGGREGATE COMPACTED SUBGRADE r()KlrPPTP PA\/P&AF-KIT _ PPr1GCTDIoKI ALL: I" = 1 '-U" 2" SEE PLAN N / <, a x A- ° X a X - Q �a a o Q 4 0 \ a a a a a Q � �� I I1 I I-1 I I1 I I-1 I I1 =1 I I\ III=1 I I-1 I \III1 I I- 1 I I-1 I \III-1 I I-1 I \III1 STONE PAVERS ON SLAB Y.:ALL: I " = I' PERMEABLE PAVERS SCALE: 1 " = 1 ' MORTAR RESTRAINTS AT EDGE OF PAVERS WITH WEEPS STONE PAVERS SET HAND -TIGHT, W/ SAND -SWEPT JOINTS 1" MUD/MORTAR BED REINFORCED CONCRETE SLAB COMPACTED AGGREGATE, VDOT #21 A COMPACTED SUBGRADE ADJ. PAVING VARIES, SEE MATERIALS PLANS HEAVY-DUTY ALUMINUM PAVER RESTRAINT, 24"X2 4"X 16" ANGLE, OR SIM PER MFTR, SECURED WITH 12"X2" SPIRAL SS SPIKES @ 12" OC, PERMALOC OR EQ. MANUFACTURER 4" 0 PERFORATED PVC OVER DRAIN PIPE SEE CIVIL DRAWINGS #8 AGGREGATE IN OPENINGS, TYP. PERMEABLE PAVERS, SEE MATERIALS PLANS FOR PATTERN, SIZE, AND FINISH WASHED FRACTURED OPEN GRADED STONE, #89 AGGREGATE FILTER FABRIC 3/4 " WASHED FRACTURED OPEN GRADED STONE, #57 AGGREGATE 1-1 /2 - 3" WASHED FRACTURED OPEN GRADED STONE, #2 AGGREGATE SEE CIVIL DRAWINGS FOR DEPTH OF BASE RESERVOIR COMPACTED SUBGRADE N 2% SLOPE - ----- N COMPACTED # 10 HONEY CRUSHED QUARTZITE, PLACED IN (2) 1" LIFTS FILTER FABRIC rT) STEEL EDGING L5.00 LAWN COMPACTED AGGREGATE \� VDOT #21 A COMPACTED SUBGRADE CRUSHED STONE PAVEMENT 3 SCALE: 1" = 1'-0" L2.00 NOTE: 1. CROWN PAVERS ACCORDING TO GRADING PLAN 2. MAXIMUM VERTICAL CLEARANCE BETWEEN TOP OF ADJACENT PAVERS SHALL BE 8". MISSHAPEN OR DEFORMED PAVERS ARE NOT ACCEPTABLE BRICK PAVERS ON SLAB SCALE: 1" = 1'-0" "10 END GRAIN WOOD COBBLE L2.00 I SCALE. 1 = 1 -0 MORTAR RESTRAINTS AT EDGE OF PAVERS WITH WEEPS BRICK PAVERS SET HAND -TIGHT, W/ SAND -SWEPT JOINTS 1" MUD/MORTAR BED REINFORCED CONCRETE SLAB COMPACTED AGGREGATE, VDOT #21 A COMPACTED SUBGRADE ADJ. PAVING VARIES, SEE MATERIALS PLANS HEAVY-DUTY ALUMINUM PAVER RESTRAINT, 24"X2 a"X 16" ANGLE, OR SIM PER MFTR, SECURED WITH 12"X2" SPIRAL SS SPIKES @ 12" OC, PERMALOC OR EQ. MANUFACTURER #8 AGGREGATE IN OPENINGS, TYP. END GRAIN WOOD COBBLES, SPECIES TBD #10 STONE DUST FILTER FABRIC COMPACTED AGGREGATE, VDOT #21 A, EXTEND 6" PAST PAVERS COMPACTED SUBGRADE ADJ EXISTING GRADE OR PLANTING BED =1 I I=1 I I=1 I I1 I I=1 I I=1 1 11 11=1 11=1 11=1 1 11 11=1 11=1 1=III=III=IIIIII=III—III-III—III—III= III=III=III= \I 11=1 I GI 11=1 I I I I —I I EEI I 1 1 I R I 1=1 11=1 I I I \III-1 I \III-1 I I\III=1 1 11 I I1 I I-1 I I\III\III\I 11= STEEL EDGING ALL: I = I '-U.. 41"X5" BLACK STEEL EDGING W/ 16"X15" STL STAKES @ 18" OC, 8" OVERLAP OF SEGMENTS 2 CRUSHED STONE �L2.00 PAVING NOTE: SUBMIT SAMPLE OF STEEL EDGING TO LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO CONSTRUCTION PAVEMENT VARIES SEE MATERIALS PLAN 6" X 18" GRANITE CURB 1 /2 " R ON EXPOSED CORNERS PAVEMENT VARIES SEE MATERIALS PLANS AGGREGATE MORTAR SETTING BED CONCRETE FOOTING COMPACTED SUBGRADE NOTE: 1. GRANITE CURB IN 6' OR 8' EVEN LENGTHS AVERAGE FOR STRAIGHT RUNS, 9" LENGTHS ON CURVES. 2. SPLIT FACE ON EXPOSED VERTICAL FACES, THERMAL TOP, SAW CUT HEAD JOINTS GRANITE CURB g` SCALE: 1" = 1'-0" L2.00 PERMALOK ALUMINUM EDGE RESTRAINT AT PAVER EDGE 2" STONE PAVER, THERMAL FINISH HAND TIGHT, SANDSWEPT JOINTS FILTER FABRIC SAND SETTING BED COMPACTED AGGREGATE, VDOT #21 A, EXTEND 6" PAST PAVERS COMPACTED SUBGRADE NUIL: 1. CROWN PAVERS ACCORDING TO GRADING PLAN. 2. MAXIMUM VERTICAL CLEARANCE BETWEEN TOP OF ADJACENT PAVERS SHALL BE 1 /8". MISSHAPEN OR DEFORMED PAVERS ARE NOT ACCEPTABLE. 3. BRUSH JOINTS WITH SAND AND COMPACT PAVERS. 4. FOLLOW DIRECTIONS FOR EDGE RESTRAINT INSTALLATION PER MANUFACTURER'S INSTRUCTIONS. SEE DETAIL 1-9/5.00 STONE PAVERS ON AGGREGATE SUALL: I " = 1 '-U" PAVEMENT VARIES SEE MATERIALS PLAN 6" X 18" GRANITE CURB 1 /2 " R ON EXPOSED CORNERS PAVEMENT VARIES SEE MATERIALS PLANS AGGREGATE MORTAR SETTING BED CONCRETE FOOTING COMPACTED SUBGRADE NOTE: 1. GRANITE CURB IN 6' OR 8' EVEN LENGTHS AVERAGE FOR STRAIGHT RUNS, 9" LENGTHS ON CURVES. 2. SPLIT FACE ON EXPOSED VERTICAL FACES, THERMAL TOP, SAW CUT HEAD JOINTS MOUNTABLE GRANITE CURB SCALE: 1" = 1'-0" NELSON BY Rmm WOLTZ LA N D S C A PE ARCHITECTS 310 East Market Street Charlottesville VA 22902 T 434,984.1358 F 434,984.4158 www.nbwla.com NO. Date Issues/Revisions 1 10.22.18 PERMIT 2 01.25.19 PERMIT 3 04.24.19 PERMIT STAMP PROJECT NAME KESWICK HALL LANDSCAPE ALBEMARLE COUNTY, V I R G I N I A KESWICK HALL SPA PROJECT NO.: KSH 1806 DRAWN BY: CP, MF, BO CHECKED BY: EG, CP DRAWING TITLE SITE DETAILS DATE: JANUARY 25, 2019 SCALE: AS SHOWN DRAWING NUMBER Am ri 8" SOLID BLUESTONE CAP, V) _j 36" LENGTHS OR AS NOTED LU In � (D IN PLAN, THERMAL FINISH, < z EASE ALL EXPOSED EDGES n < 2.0 wr 6" SPLIT -FACE STONE m LIJ VENEER LIJ V) 1/2" MORTAR JOINT ',"/ ! MIN 1/2" MORTAR SETTING BED 00 Z —III=1 I I=1 I ; , � ,;� , I I I. - REINFORCED CONCRETE FOOTING STONE RETAINING WALL SCALE: 3/4" = l'-O'' 12'' COMPACTED #57 `~ / AGGREGATE Z X BURY BOULDER 3" MINIMUM ALL SIDES, MORE AS NECESSARY TO LEVEL \ \x II� J!x WI iIFI I I E, 'ELI `�F_ Will NOTES: E 1. BOULDER SIZES AND SHAPES TO VARY. SEE PLAN FOR SIZE AND SETTING. LANDSCAPE a ARCHITECT TO VERIFY FINAL LOCATION IN FIELD. 00 (y) 2. NO BOULDERS SMALLER THAN 1'-2" X Y-2" X 1'-2" `V 3. BOULDERS LARGER THAN SHOWN IN DETAIL TO BE FIELD VERIFIED AND LOCATED BY 01 LANDSCAPE ARCHITECT. E3 4. WHEN STACKING BOULDERS ON OTHER BOULDERS, MAKE SURE THEY ARE STABLE W/ AT LEAST 3 POINTS OF CONTACT. IF UNSTABLE CONDITION DISCOVERED, DRY PACK NON -SHRINK GROUT BETWEEN BOULDERS. n 5. BURY BOULDERS APPROXIMATELY 1/5 BELOW GRADE AFTER REVIEWING IN FIELD WITH < LANDSCAPE ARCHITECT. 6. TO AVOID STABILIZED SOIL FAILURE, DO NOT ALLOW STACKED HEIGHT TO EXCEED 20'. RE ROCK DETAIL L2.01 SCALE: 1/2" = 1'-0" -a V; n V) co 0 V) nW V) q U 0 V) 4- 0 I- n N 0 I-, 10 0 CID NOTE: FABRICATOR TO PROVIDE SHOP DRAWINGS AND MATERIAL SAMPLES TO LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO CONSTRUCTION 4'-0" 32 44 MINT CN ffl EEM li -, _=m' ( t4_ 51 11L—III III-1—III, _III„ Ll �F_,� -1 OVERFLOW TO DAYLIGHT STORM SEWER (_�2 FOUNTAIN DETAIL �1_2.01 SCALE: I " = 1'-0" 3 L5.29 ROUND EDGES OF TOP AND ENDS OF WALL W/ PUMICE RADIUS NOTE: I 4'-0"X4'-0" MOCK-UP OF CONIC WALL REQ'D, SHOW END CONDITIONS 2. MINIMIZE VERTICAL JOINTS 3. VERTICAL JOINTS TO ALIGN NO MORE THAN (2) COURSES OF BOARD WIDTH 4. STAGGER VERTICAL JOINTS @ MIN 12" (7�� BOARD FORMED CONCRETE WALL ELEVATION SCALE: I"= 1'-0" - --- --- - --- -- t; 4" CONC SLAB W/ 6X6 W2.9XW2.9 WELDED WIRE FABRIC ON 6" #57 STONE BASE T-11 4000 PSI REINFORCED CONCRETE FOUNDATION AND WALLS 4" #57 STONE BASE COMPACTED SUBGRADE TOP OF FOUNTAIN EDGE BEYOND WATER SURFACE 8" X 8" X 8" SOLID CONC BLOCK BASE BEYOND (I OF 4) 500 GPH RECIRCULATING PUMP CUSTOM SOAPSTONE FOUNTAIN WITH HONED SIDES AND SPLIT -FACE PANELS 1-3" MEXICAN BEACH PEBBLES 4" THICK LED LIGHT STRIP; SEE LIGHTING PLANS 3" X 12" X 24" GRANITE COPING; THERMAL FINISH ON ALL EXPOSED SIDES; SEE PLAN BLACK WATERPROOF COATING WATERSTOP ADJACENT PORCELAIN PAVING; SEE PLAN SHADING INDICATES i" INDENTATIONS 8 (NONE AT TOP ROW) TEXTURE FORMED BY ±4", ±6" & +8" WIDE HARDIPLANK WITH WOOD TEXTURE W/ LENGTHS OF 6-0", 8'-0" & 12'-0" GLUED TO INSIDE FACE OF FORMWORK, MINIMAL JOINT (1116" OR LESS) BETWEEN PLANKS 3 NOT USED L2.01 SCALE: X" = I'-( #4 @ 16" DOWELS, FULL HEIGHT, WITH 12" HOOK IN FOOTING SMOOTH TROWELED FINISH AFTER REMOVING FORMWORK, EASE CORNER W1 PUMICE STONE TO 1/4" RADIUS BOARDS IN FORMWORK SHOWN FOR REFERENCE, BOARDS SHOULD BE ROUGH ENOUGH THAT THE GRAIN SHOWS THROUGH 10 o of BOARD FORMED CONCRETE L2.01 WALL TYPICAL ELEVATION U_ in oil r"i ID n1 #4 HORIZ @ 16" EA FACE NELSON mm BYR D mm WOLTZ L A N D S C A P E ARCHITECTS 310 East Market Street Charlottesville VA 22902 T 434.984,1358 F 434.984.4158 www.nbwla.com NO. Date Issues/Revisions 2 01.25.19 PERMIT 3 04.24.19 PERMIT STAMP PROJECT NAME KESWICK HALL. LANDSCAPE ALBEMARLE COUNTY, VIRGINIA KESWICK HALL SPA PROJECT NO.: KSH 1806 DRAWN BY: CP, MF, BO CHECKED BY: EG, CP DRAWING TITLE SITE DETAILS DATE: JANUARY 25, 2019 SCALE: AS SHOWN DRAWING NUMBER VA L2.01 ,f�i� :L: CATALOG NUMBER LOGIC 7 CD-VB LED GZ.2. B Z Example: - 'CD-VB - LED :. e23 - SAF Material ` Blank • Aluminum B Brass Series CD.yB - "" Dril) YetticalBrickStar" Source LED • 'e'TechnologywlthtntegratUrtver LED'Type e22 BWLED13K. e24 - 8wLED41Red e2t SWLED/Blue e23 awLED/4K e25 8INUD/Green a27 BWLEDIAmber Finish Aluminum Finish- Brass Faceplates Powder Coat Cotor Satin Wrinkle' — Bronze UP BZW Black B1.P BLW White (Gloss) WHP WNW Atuminum __.._ Verde -- VEii Machined MAC Polished POL MitigC," MrT Also ad'able in Premium Eit' es See suornitral SUB- r439-00 LM79 DATA L7o DATA Minimum Rated'Llfe-(hrSi) 70% or Initial lumens-(1.7e) 50,000 50,000 50,a0c) 5g,o0o 60,000 5%000 PROTECT< KESWICK HALL CATALOG / NUMBER-, G '- Ve- - NOTES: e7z10 Brickyard Drive • Madera, CA 93036 • USA SUBMITTAL DATE 11RAWJNG NUMBER nwrLl 559.438.5800 • TAX 559.438.5900 wrvw,bklightng.com *info@bkiighNng.com: 4-22-i-0 SLTBOfl-1.025 TNtSD&Uh1ENTCOtnAINSPROPRIETARYTNFORMATIoN OF11-K.LIGHTING:INC:AND ITS RECnPTOR POSSESSION:IX)ES F Ot r -- NO C �VEY ANY RiGHTS10 REPRobuci: Disci. SEI rs CONTEMS OR: TO WNuFAc IvAc.USE.ORS€LL ANYTHING it MAY DESCRIBE REPROOUCTION, DISCLOSURE ORUSE WITHOUT SPECIFIC SPRIT TENAUTHONZATION OF B-K LIGHTING.INC. iS.STRICTLY FORBIDDEN TIMBER PATH BOLLARD - IVOPTION 1 C(� A I F' KITC thgwer of L; ti � � ,� r�nNsravv zk:a r r+rt~x:ab CATALOG NUMBER LOGIC L� NSII LET) Exlsmpie - NSII - LED - e64 - -SP - A5 - 0ZW - 12 - 11 - 36,0SL Material Blank - Aluminum B - Brass S - Stainless Steel Series — ----- --- is NSII - Nite$tarll'-" I SQ_Ur.Ce � LEO - 'e'TeclinologY with lntegral, plmrtiing Driver (See,$pedficadons forDiminirigj AeskJnedforusesWthrenw(e227/AC8R55L'trpnsfmrtteriRequlreSmsrgneikLowYottugedirrirrier LED Type j 464 - IWLEgf2;7(c 4b4-WLED/4K 065 - 7WLE4/3K e74 - '7WLED/Amber OI:Ttice PROJECT:; :1 .0 (y) Adjust-e-Lurne� Output Intensity- (chom,*ma---- __________ CV A91Stapdard), ABR r "Frema SeeAdjusr-e Luaie'photoalepy ro deWmtmdesked tr4enriry. r-- Finish O N Aluminum Finish Brame, PJnlsh Premium Finish N PQWOOTCoatcoior .. __ ------------ Bronze B i azi, Wrinkia ... �, BXW Machined MAC -- -satin -- - ,- PoBshed POL.. Q 1 B a£kIBILP 8LW ,MitiqueiF1 MIT.. White (Gloss) WHIP wHW Q Statnless Finish >_ 0 Aluminum I 5AP' 1:_• I: Machined MAC. Polished - QQl Verde — VEA Brushed ------ ----' BRIJ - ones_ [n Q) L n T I -'STAR h7M ABP AnBque,BrassPowder CMG CasradeMountalnGranite AMG RackyMountainGranite AMG Ale4ttan.MounWin�Granite ----- -- --- -------' ---- A4W Antique__-Wh._ita. Grit Cracked Ice ---- ------- -------- * -tree $05 Sonoran Desert5andstone --- --- - -.-.. ----,- - -:-_-._--... SMG Sierra MountairvGranr;2 acM BlackChiro me. HUG Hunter Greets f TXF Textured Forest 4Gk AlIge ,.. llto5 Mo awepesert SaT dstor a ) - :WCP Weatb ._. Bred 0gpper BrowPatina aPowder INaP Naturalra.P "d n ered:IronBPP CAP �._— `ClearA,*duWPowder _,_,_ � OCP old 4; PRe 40ovallobfe/a>ULFtnlshws �SeeSUbmhfd15U8-r934-pQ e s ype i 12 - Soft Focus Lens 13 Rectillnear,Lens ?y Snit ding i I H n 11 -: o e om yc_ _hBaffie i� Option 3 !, 3605t, 36t1S1 Rotational Kpudtle Mounting System: N DRIVER DATA Input olts lnRu'ah �Cummt Operating'CulCraitt Dimmable Opwatfon, ArnbJ90Iremperatwot +- 12VAClDC 50 01—iz, 250mA(noa-dimmed) 700mA Magnet cLowVoltage Dlmmer ,10°F-130*F 0 LM79 DATA L70. DATA C PTIGAi. [AA7A 0) Col Minimums Raked Life ibis.) ego r- Bit No. CC•T(ryp) input Watts (Typ) VM 7t19f,ofiNtiallumens(Ln BcamTypB Angie CICP Visual lndtcator _e44 279PK 7.0 80 50,OO,U Naffow$ppt 13" 6889 Red poi e65 3Q00K 70 80 50000 Spot t5" 5225 Green;Rat ebf 4000K 70 80 50.000 Medium,Ftcod 23` 1984 Yellow pot e74 Amber(590nm) 40 50.000 Wide Flood 31° _ 1340 _3 Blue Dot 4QA2Q Eirlukyard Drive '• MadB. GA 93W6 - 11SA RF[.EA$ED 11RAWIN 3 NUMBER m 55 4 9. 3B 5800 • FAl(55$-43.8:5900 www bkitgHting,cam:,' Jnfp.Qbl uli ing.ryan 06-07, 6 SUB-249,2-00 fHl5 fXJCUMENT CONTAINS PRQPPoErARY INFOWATI.oN OF'B•K 4tC IIK INC. AND rrS NEfflPTQR POSSESSION DOES NOT CONVEY ANY RKaFiI$ TO REPRODUCE JxSCtASE its CONTENTS, OR TO M4NUEACIV "USE OR m f':ANYTHI W -: W. Tr MAY FSCflT�f�REPR„`JDLF,TIQN,.G%tSCLO5URE 0R �I5c W[TkQr�r.CIrK W:itTrENfiUTIi;IZATgN Qf.KI.iGHTlNG,•INC-r5.5TRICTIV FORBIL3REN,; .. a) �3� BK 'UPLIGHT' - 'L2' AND 18' Q �L2.03 j SCALE: NTS O i Ln a) a] t) co 0 i 0 U i W 0 O U 0 0 In (N O `O O 00 3-1 1 3/4" 3'll4" (7 mint) (44mm) (83mm) a Q y 4 q 4 4 4 Q .0 5„ 027mn 3 5114" O:C, (84mm) AocessoneS fConfguresePararetyJ Remote options; TR.Seras ..PMRM'" SPECIFICATIONS GreenSource:fnitiative" ` , Lens s -FinishMetal and packagingcompone-nts aremade ham recycled Shock resistant ternpeyed, glas starGuard- !Pat .Pend), a Ro Hs compliant,- 15 stage l nsls factory adhered.to ma silals.Manufactured using renewable sal r ensr9faceplatefaceate andprovidess hermef(esIiY s afed optical £hromat - ree Proiess c1sans and:conversion castspredota on -'site. tieWrnabletomanufacturer atetidoflHe Compartment, aluminumccniponentspdortoapplication orClasswxC toensurecradle-to-diedlehandling. Packaging contains no polyesterpowdercoating. BraSscpmponentsare available . chlorofluorocarbons (CFCs). Use of this product may ;BKSSL" in`powder coat or handcrafted metal finish, qualify for GreenSource efficacy and recycling rebate(s), integrated, solid state system with'e'technology is stalable Consult wwivbkllghting:com/greensource :for program for field -upgrade. Modular design with electrical quick Warranty requirements. disconnects permit field maintenance. High power, 5 year limited warranty, forward thiow source cornphes with ANSI C78377 binning Materials requirements: Exceeds,ENERGY STAR lumen maintenance Certification and listing Famished In Copper -Free Aluminum (Type 360)` or Brass requirements. ITL tested to IESNA.LM-79,. Lighting Facts Registration per (Tjpe3b0). USDOE (wwW.i1gh0n9facts.com). ETL Listed to ANSVUL 1M-80 certified. Integral. non -dimming driver, Minimum standard 1838 and'UL Standard:8750 and Certified to Core Drill Sp,000flout rated life at70%ofinitial lumens (L70), BKSSL CAN/CSA.C22,2 No.:9, CSA`TIL:B-58B- .Rolls compliant. Allows for mounting into existing structures that will not technology provides long life,,.significant energyreducticn Suitable for indoor or outdoor ll is (TYP h6n-1unable for installation easily accept a standard. 2-1/2" dfa. hole: required for :and exceptional thermal managemem. incombustible materials {Type Non-tC), Suitable for use:.in slip fit. wet locations. Suitable for installation within 4' of tt e Optics and Cutoff ground- Ma'de la USA,' Body Rectilinear design provides wide lateral distribution and , Fully machined from solid billet. Unibody design longforward_throm90'dpticalcutnfiformountir heigfrts c��c l) htlii enclosed, water -proof w)rewoy and"integral heatsink for well Wovttypkal, visualglare angles. g facts U 15 3; - maximum component fife, High temperature, silicone'U. Ring provides vvatee-tight seal. Provided with hard -coat Transformer re un,sare4ismreagdemareofo"rn rcupo"i�2: - -e^r^ 'Energy star;u a rtgnterrd. vade OA f the United sinus: Emu"nmenwi (Type-111).biack anodize ,finish for maximum ton050 Forusewith`12VAC t€315f ;Ptr; rernotetransformer Prn[euion/19e.y resistance. Weather -tight cable connector with S'0,`=18Ga;, Xwire low voltage cable, bran Teflon` coated, 18AWG, 600V,, 250° C rated and certified to Faceplate UL< 1659 standard. Castconstructfonwith machined finish, Countersunk' holes provide for Rush hardware mounting (by others). Hardware Tam0e'r•reslstant, stainless steel fixture. hardware: Mounting hardware by others. 4b429 Brickyard Drive +':Madera, CA'93636 - USA SUBMITTAL DATE ❑RAW ING,NUMBER w 659.438,5800 •FAX 559.438:5900" 4-22.10 S www.bklgtiting mom •-into©bkfirihtlnCi:cvrn Uf-1001025 J ihe,ppower of . A I I TM dirrimuiq 0_1 arilu3t-'F,r-lttJa rim6?t 1 PROJECT TYPE: SIDE VIEW 47L7 6 � (i 12rilm) { 21L4° Dia• Y (57rn n i f (99mrrn) � Patent Pending, 7VV .a L;YAI Accessories (C.on#gurgsepamdfl) Nf din tnslons ndicated an th(Sspbmltral uzGWTjinal. ��� CantattTechnlcal Sates ItyoU require mule stringent speclncatlops:. - � Mounting• Remote Trarisfprtners; o I I I __s a Horizontal Rotation PowerPlpa- PowerCwwpy' -rr"Stm'Pw sterc cgaopies UPM- !ft'sedes P4Wer Pr N uP .ratiml totntod4(360.sL"tKttudda) SIP Gree'nSource lnitiative- Metal and pa ka ing,torTiponentsnre roads: from recycled, g materials. Manufactured. using renewable Lens shock reststant'tem Bred;= lass lens Is, facto adhered. P. _.. g. _,.. ... _ry _.. ; - to fixture R�moteTransfarm For use . ith 12V - r „ w,_, AC 5.0 §a l :emote transformer or ' - ,solar energy, r ni ode o s .R t manufacturer ced., to a umable a an ctu r n P t u.a re ate, d,of.ITfe cap and piny/ es hermetical/ sealed tical d _ Y Up cotnpaRmerjt. Specify svft:focus {*12);otretltllnear (a13) ma netic tran5for e o h' g m rs ,ny B-K Ug_ bng cannot guarantee grfonnandewiththlteipa, manufattureus:imnsformers, p � to ensuro aadfe to cradle handling. Packaging mnfil [s lens; no chlorofluorocarbons (CFCs). Use of this product mayy qualify- for GreenSource etRda y and recypl!Og re. Wiring aAZ). on 1 C sat www,bkil hti g ng,comlgreensourde far program OKS5L• intggrattidsolidspte,system,ivith'e`techgglogyBscalablB Tifton' coated, IBAWG: WA0 250'Cstated and wtifiW tv �LT¢59gtagdaki. requirements, for field upgrade, AA' 'Jar design with elettiical quick. h4attxials disconnects pettnrt flu►d imaintehOic'e• High ;power, forward throw source compiles wi1h.AN51 C78,377 binning Hardware Tamper -resistant stalntess steel hardware, LOCK" Amiln ' Furnished in Copper4ree Alurritnum (Type 606i T6), Brass Typii3b01 or Statrlless StOI Q( 0,304), requirements, Exceeds ENERGY STAR' lumen maintenance ie uirements.V+80 certified componerifs,: q saew is additionally black oxide treated for additional corroslon resistance. Body_ Integral,ton%4htcurrentddver,t2VACNDCfn ut.50/60tiz Finish Fully machined from solid blBet..unlbody"design provides enclosed; waterproof wlreway and integral heat sink for Proprietary inpin control scheme achieves power factor correction and eliminates inrush current Output, ;over- St iG aid',; our exclusive Rolls compliant,. sta e: i; mimate fr' r '' ..., : 5 _ 9"'_ ee p ocess cleans -and conversldn coats. maximum component Ice. integral knuckle for maximum mechanftal strength, High temperature, Pllione 0' Ring vAitage,,open etreuft and 'sfigrt cirtult„protected inrirsh current Iimked t4 <iA {man -dimming), Conforms to Safety . , aluminumcPentsPriortgappltcatiauofQaF#,A'TGIC: polyester powder CoatIN. Brass campone nts are available provides water -tight gal: Std. C22,2No. 2SOJ3 12 in'powder coat or Wdeiafted metal finish. Stainless steel Knuckle The Itl(IC" (Inrllw ,n, mnn'inn .aerr u .guar. Dimming tin I di 61 tornponentg ;are available In handcrafted metal finish. (Brushed finishfor interior use nl , soY)• evo�Re mina evramagne tic wvoltagedimmer, For use With low`voltage dimmer.with dedicated neutral 1Afarrapty conductor. For purposes, of 40613 Remote magnetic transformer S,yearitmited warranty: withBK$SLOPowerof'e't. not ,toadssfioold be loaded to 35%'of the transformet-VA (wa�rd(ed+alue. Certification and Listing. Adjust-e-Lyme" in, tested to IESNA (lit-79, UL Usted Certified to CAWOA /ANSI Standards Rolls compirant Suitable for indoor or Integral gle ttonics allows amid lumen response at the incitutduai fixture. Indexed(tt % io 2596 nom.J lumen autdooi use.. S.urtable for use iti v et Iocauari;, suitable,for installatfonwitim4'ofUteground.IP.6b.NatedrMadeinUSA:. Output. Matmainsoutputatdesireifievelormay bechan ell changed o p R�HS* Optional' 340SLTM- additionally provides biaxial source I optics um control with 3b0'h6rizon6lrotltion_In-additlontoirerticai. InterchiNeableOPTiKfi•° modulespermitfieklchangesto 'rs,Tanisa,00w rent *rsofvp� tCa�;not,, ad) ., ustmem, optical dlstitbutiai,CglQrt000fgreasyreference:harrow *fag ryl?aTne"Trrod"markvrrhe:Vh*ed,srotes5,4m enrd 5Pot.(NSP) = Red,:Spot (SP) = Green, Cep Medium Flood (MFU = Yellow, Wide Flood (WFL) =:Blue. Fuly machined.. I* deep cutoff with flush mounted lens:: Aaarlmodates. p to (2) lens or louver media. 40429 t3tiCl£yard.(Jrive Madera, OA90638 •USA FtE1 EPSER i;gW1NGNtJMBER. -�:ILIGHTING 5591438.5900 • FAX:559436,5900 vrww bkl)ghtir g com ininQa bkligh# ng-cum 06-07-I f SUB 2192-00 Tt r LI,GHT.F1XTU L.4 �+I +i• uONDUffWOODPOST - PQT. i� ;• t" s r f r r r L PLAhITEt� Ir i,r .0 RFf _ 1 t I r } QN❑ a L f fP, f rvl2i L u�t ' S o %crw3r c1 ca cwcly1tee& LPL/ "Centinela" The Centinela is a stylish, low energy LED path light. Its contemporary design and slim profile allow it to blend seamlessly into the surrounding landscape. The Centinela is built with a state of the art LED light source and internal voltage regulating driver assembly delivering superior performance, long life and low maintenance in any environment. The Centinela top is .machined from a solid piece of 3.50" c3600 brass attached to a heavy copper riser with stainless hardware, This quality construction and careful engineering allows the Centinela to be used successfully in harsh environments such as coastal applications. Proudly manufactured in the USA and backed by our lifetime warranty, the Centinela has no equal, Specifications Light Source: High -brightness LED (light emitting diode) LED Life (L70): 50,000 hours average Input Voltage: 5 to 1.5 V. AC or DC Current Rating: 700ma (0.70 Amps) Natural Finish Watts: 2.5 W Color Temperature: 2900 CCT (K) Typical 12 VOLT REMOTE 31/2" 89mm ' ORDERING GUIDE: LPIL1 TRANSFORMER L (LED) PL (Pathiight) I (Series) REQUIRED Mount Options Finish TR 9 I (6011. [1./2] 1/2" MALE THREAD L� [NAT] NATURAL [G/S] GROUND STAKE *INCLUDED BLP [ ] BRONZE O GE LIVING PATINA [T/R] TRIDENT SPIKE 6" 9" OR 12" [P/Sl POWER STAKE 120V.-12V. 19 1/2" nG P/S T/R *G/S 1!2" JUL 09 in a continuing product improvement program, Auroralight reserves the right to modify product specifications without notification. Copyright 2007Aurorafight, [tic. 2 AURORALIGHT 'CENTINELLA' PATH LIGHT - 'L1' OPTION 2 L2.03 SCALE: NTS Lartg, a i m i 5) Specification Sheet CF5-T-A-GF-V-N-D-INC-E 2' (5 FINISH TO BE DETERMINED. Specifications Ordering Guide Example: CF5 T A GF 2 N D 150S E Product Code CF5 Large Pima Mounting T Top Arm Finish A Black B White H Bronze ray J Green Lens GF Flat Glass Optics 2 Type II 3 Type III 4 Type IV 5 Type V V Type V Vertical 1 Photo Control N None Socket D Medium G Mogul Wattage 150S 15OW HPS 60PAR/HIR/WFL/ 250S 250W HPS *2 150H 250H 15OW PMH 25OW PMH 1050 INITIAL L[Jt Fkt g Voltage E 120V F 208V G 240V H 277V K 347V *1 Vertical lamp IV), Medium base (D) only with Flat Glass. Glass sag lens used with Vertical Mogul base (G) lamping. *2 Available with Mogul base (G) socket only. HOUSING: ro f 413F, Low -Copper cast aluminum. 0.090" thick spun aluminum . Easy access to lamp. Two (2) stainless steel 1/4-turn fasteners secure the lens frame. A weather ballast weatherproof ba ass assembly isolates the ballast from water and heat for longer life. All non-ferrous fasteners prevent corrosion and ensure longer life. FINISH: Thermoset polyester powdercoat is electrostatically applied after a five -stage conversion cleaning process and bonded by heat fusion thermosetting. Laboratory tested for superior weatherability and fade resistance in accordance with ASTM B-117-64 and ANSI/ASTM G53-77 specifications. For larger projects where a custom color is required, contact the factory for more information. OPTICAL ASSEMBLY: Type II Cutoff. Type III Cutoff. Type IV Cutoff. Type V Cutoff. Type V Cutoff (Vertical Lamp). Precision formed, segmented specular aluminum internal cutoff reflector with horizontal lamp mounting. Reflector is rotatable in 90' increments. Clear tempered flat glass lens. LAMPING: MH and HPS Medium base: E17. MH and 25OW H'PS Mogul base: ED28. HPS Mogul base: E23.5. ELECTRICAL ASSEMBLY: Ballast assemblies are mounted to an aluminum plate or spinning, which is mounted inside the ballast housing. 4kv rated medium base porcelain socket. Nickel -plated screw shell with center contact. 4kv rated mogul base porcelain socket. Nickel -plated screw shell with center contact. BALLAST: All HID ballasts are core and coil and regulated with power factors better than 90% (HPF). Ballast provides +/- 5% lamp power regulation with +/-10% input voltage regulation. Ballasts are factory pre -wired and tested. Metal halide ballasts are capable of starting at -20' F or -30' C and HPS at -40'F or 40'C. NOTE: All ballasts are EISA ! Title 20 ! Title 24 compliant where applicable. MOUNTING: Top Arm Mount (T). Arm sold separately. Mounting) adapter welded to fixture housing. CERTIFICATIONS: ISO 9001:2000 Registered Page 1 of 2 PHILIPS Note: Hadco reserves the right to modify the above details to reflect changes in the cost of materials and/or production and/or design without prior notice. 100 Craftway Littlestown, PA 17340 tel(717) 359-7131 fax (717) 359-9289 www.hadco.com Copyright 2008 Philips 4 HADCO PIMA ON CUSTOM TIMBER POST - LIGHT 'L4' 1_2.03 SCALE: NTS NELSON BYRDME W 0 L T Z L A N D S C A P E ARCHITECTS 310 East Market Street Charlottesville VA 22902 T 434,984.1358 F 434,984.4158 www.nbwla.com NO. Date Issues/Revisions 1 10.22.18 PERMIT 2 01.25.19 PERMIT 3 04.24.19 PERMIT PROJECT NAME KES WICK CK HALL LANDSCAPE ALBEMARLE COUNTY, V I R G I N I A KESWICK HALL SPA PROJECT NO.: KSH 1806 DRAWN BY: CP, MF, BO CHECKED BY: EG, CP DRAWING TITLE SITE LIGHTING DETAILS DATE: JAN UARY 25, 2019 SCALE: AS SHOWN DRAWING NUMBER V) Z L2,o 0 3 the povrsr t f, LITESTICK6 LITESTICK11 the. poWer-of. fil. A 01 _ PROJECT; NELSON ..,. TYPE: TYPE.-B POltl(F.4'tPIPE'" (Mountingoption) POVfiiEli PIP'T (Mounting opY R D NUMBER;NIM -� t like t?5mm1 soUxcE,: ' NOTES.. WOLTZ CATALOG NUMBER LOGIC LANDSCA P E ra armmum tsTmmi LT LEp ��� —� �4" [tv,a'ft:zmz ARCHITECTS r�4', iensppgnld _ (45T )� 1 - ~ Ants` G,f Exam @sank Aluminum LT "l8' LED e7D JAP A1$ - G �� t?zomro) _ t P 5 Mato lEil i t 5/a' gral }' i_ � ) i i 310 East Market Street �t E G1-AR$k!I>i LD,(ogtfynal) fl &ass � ta-tasrm�i ra'ias7minf-ta�L+srmml; S - S4intes�Steel � I�I Stike jt� srxerpEpe- P4werrgx" I " � PoxeetPfpa'• Series iji _r ¢ Lf smrx s a - 2(56mm a•Charlottesville LT - Litestick"IPathlight r .. rr VA 22902 Stem Length � - • ,I w•,�, o. - - � .: 3 6 72 ,18y, of 24?"-rJpg°nat �' v =Fodaw c auu°°ai n (Specrfyrniochesj snhagtlt.l �✓ - strnmgFla e j staeuagr>eneo T 434.984,1358 SoQrce Lfip T, ra TQchnolagy with integral prlker >�t9r4f�:gw0n*)2 AC F 434.984.4158 LECPType - exa -r 8WLE4/2.7K e7a - 3WLED/4K www.nbwla.com e71 3WLEb;r tk e73 3WLEq/Amber STABILITY FLANGE (optional) I Finish Ahiminum&Bras;Flnishes 10'rassTIPIsh4s PrarniumFinLsb - -- ------------- PnwdwrCoat Calar Satin iiNrrnkis .Machined. MAC� ABP Antique Brass Powder CMG Cascade Mountaln6ranite RMG AakyMountabGranite me$sOrles(£'onngumseporot6y) WHRerYtoteTransforrners: Q fl Bronze -.BXP- �BZW Polisfied POL. AAdG Aleuttani4lrsun�n(vanite CRI Cradced�IGe. SDS $anoranQesert5andstorse 'Mroque . MIT ... 0: @lack 81P BLWOf �e _ iIUG HunterGre`en - fl(F SterraMountalnGranite - Cream SM White GfosgJ P sM1IHBCM 61aekChigm W stainless Frni#ires TeAur#d rw%s ram U yy Machined MAC. Aitrridnum. iSAP.. — i� polished PQC M aei9e , MDS Moja4erlesert Sandst4De W40 41(eathereti Copper _ Verde. — MJR Brushed �aRU� BPP erawnPattnaPowder wQP NaturalarassPowder WIN weathered Iron TRSeries PowepUPWtd"- iipe w _ ,.. _ All dunenslons lndkated anxirrssu6mittalare nominal. CAP CearAnodtzedPuwder 9GP OldCppper --- AlsoavatlabtelnJfAtAnrhQs Conta�(Teehn"WesIfyoureg4rmAotesfdogen sperflApati. _ SeesubnlittafSU&i4dS-Qrj -... _.. t. MountingP'-MATIN. A18 t8"Pewerl?Ipe")Atlurl8°RdJUstable.Stem,Allowsfcrvasiablemotmf(ngheight GroenSoprtanitfaWa° 8dSS1". Rematairansfor "t (forusgwrih trots tXSSC'vans<ar+nerMustbesQecMcdwtthr8 stpntJ M61 a ka 'n can onen4 are made r, r PP18B - 18 Pewee P1ReTM stake Yvrth'B' Cap;irkruse �rhre nafeliltcsst•gpnstorrr�) nd p 9 9 ,p recycled, materials, Integrated spud state spstEm wi#h a reel nology is scalable for field Fat use with 12VAC , I� tom; remote tiansfamer or. magnetic MMufactuted :usmg renewable solar energy, produced on site, upgrade, Modular design with electrical quick d1=11ects trait translerm'@s and ,,: U hti caniio else Pp Y g ng f.glraa f perfarmarice with PP-TRe2p Power Pipe .' aptian with 18";stake and TRe20 ElectrpnicTransform.¢r"* Returnable to;ruenufacturer a , enci of Iltc tq erf-0 Grad!(. -cracile. field rtwip{�nance FUgh:'piWrer, fr>rvnro. throw sQurse aompiies with third..: menu .u: rs' ratufotm s. Padtag1"f wrthUPtoz4r�dmumstenreWth praluckm qua�idytprGreenSoutceernuwryrarid bons(ecyding�rebate(s), ANS(1278maintena,c77 binte�menequire c4 s, EXceeds ENERGY SSTAR* lumenWirin m t.. __- Options fdnsultwww.bktighting,earn/greerdourcefosprggram[equIrements. optkalgradefensderver;higheffideriryradiallightefstributon emitting PVC c4zted,tBAWGISGV,ip°£rateiiandcettfi€dtaVL1838standaid. GS - Ad)UstableGiareShtelrl SF §ta Hardware Matertats tnstailatigd - lailiSyFingeporuse Po hhwe,PtpG Furnished (n£upper-FreeAlumihum((ype4g61T4), 82#(fYpe.3_40)or Availsblefiatir�talianon¢1thr dfstlrictmauntingcordlttmS Tamperrelistantstainlessstee{hDrdware StaiolessSteil(IM,304). Power Pipe Finish Y Provides a bean transition fiom wiring -system to h?tiure, Schedule StarGgard•, our exdustve $oils tomp0ank ,15 stage chromate Wily mach ned hum sated ki�et. Unibody des gn prm ides encored, 80 18' PYC housing fa direct burial iota soil.ot concrete Machined process deans and conversion coats aluminum components prior es ter proof wireway and integral heat sink for maximum tanponem 21/4 dia, cap for fixture mounting. Stainless steel fmrdware, Optional to application of Class IA' TGK polyester powder coaling. Brass Ede High temps ature piUcane 0 li pg pravules, water t ght seal_, ; diameteh:rnaided. stab l iy flange, whlctt ymplihes fnstallatfon.anA. ipmppnems are available in powder-coatpt haodrrafted metal. Neatheff>Qfitcati<emngedorv+rthY,2wit glpw,vottagecatfa. profeclInto subsbinkleminiNicehous(gstabrlity,For use wihl2YAc StainJessstee(wmpotentsaie-aYolableinhands{aftedmetal finish, lap *�R , tereoatradZmer. (Brushed finish for interior use only), fdrpedseopUdposttonl g.Tamperresistanti-;tal�niesssteel, rotation Power Pipe ywilirAdJustafaia,Macro# f6(arrae Fully machinedftamspiidWilet:wt'Ch117f4°Ims g 1g0° setscrew, Features 18' Power Pipe'" and 16' stem which passes through a 5year_Iftrattedwarranty. €pachined Oeldn' tiushing,wlthln the Power P)pe' ;Cap. W stoos Optional23fjb"die machinedglareshleklreduce;aperiurebrightnesa, steel set racers secure fiXtute positfon.(Not available with integrai Certification and Listing Stein transformer), tranmer), 1TL tested to IESNA W-49. UL Listed. Certified to WKSMANS1 Stamfanls BVFIs,camPlknt 5utfablgfor indogr ear outdoor u,5u table' Fullymachitted r"de.wrthinternal'threadsforrraAofoMvii{;alappoai; Pav�Pipe'WithTransform0fHquiing(optiona11 fgrusetnwetk�tianslPgbBate¢,hiadein4SA, Available in canNUrable lengths to 44° maximum ov@all. Additionally features Integral transformer herring fully machined from copper#tea alUmiau rt. Nigh. temReratuma s,Bkorpe 4',ibng Provides °Lr Ro> 1S' c-A 4X watertight seal, fntegral, TRe4 electronic tray 7me 1aS-300VAC Shodcresistard teropeted frosted glass lens is Fadaryadheedto fixture pdrryry ya}t ee. Sp/40Hz Non oimmfng.20VA maximum bid, 'Fna9y S � re �. �srerra aaeemor c ear rl � Uaad sea tee cnw+m unen a capalxiprovideshe{mstkalfysealedoi>biatcanpartmeM. PraeeNanje cy. 40429 Brlcicyard-DrNe •Madera, fA 89838 •USA RELEASED 4RAVYrNG NUMBER 40428 Brickyard f)rlve'+ Madera, 93838-"* USA RELEASED t3AWING NUMBER raw 65g;438;5800 FAX 565.438.5t100 R . _ . , _ wWw.bkllghZing cm "info@bkllghtiRB-cam aril% 1% SUB0o1I09 .a 649A38.5860-a FAX558,438.5500 Www.bIdlghting.g= + infaCn?bklfghUnB Cum aJ-i 7-1 StIB.001 109 PIS ROCUMENr ;9WA R4,PRQPRtEiART WFandtA"IIgN � B,KLIri;11Nr} WGAND. I15 RECiM OR POSSMON oci$, NOT CONVEY ANY W.4nT0 REPRapUCE., pl$CEpSE rtS.CON7ENr5.9R Tea MANUFAlrII1R�, US}~,OR jFtl ANYTHIFICi IRMAY l2ESCWeE. REPli00UCiIQNi [irf4RSUH€ ORyse writivur SPeaFKkVnrrTErs AU tLiOPo7ATK)NOF B�KLlfifinr+CL 111C.15 SimC7LY FORBJQpEN. BK'GROUND FIREFLY' -'L9' SCALE: NTS SpscrtrOatfon Street ! to grade f LOB Specification, Sheef"f.Jn-grade l WO Specification Street/ In-graets f L08 L08 IMEH$ID . a n r� r x r� >- �� �., ,-,:: fix. � � ,z� '3� . - zx M-, �µ. >�?` AppGcatlos ExteTlorllitenar direGtlanaf In grade;llghtfof 1lghbng trolls. ;� . ,a1l�gIf Gang BOX ()bPr°r/IieIJPP��1?1-F1 � ���� .�� � -Got z2mm? x ' x umns, atchiteciutal features "or 18pdscape The E8-H is anunobtrusive,' .; = - Applicable Intofl r � � ids towvatta tixfur . n _ - AP g oo s, walls, ceilings of _ '� '� mm: -,, adealg ..� bon a t n i 2 in s t a_ Eton to the, lam _ .. t._ s street, nut to the 5 fur@ itself, The , g $ J 9 - :. _ F x a,E, H testes othersurfaces s whole n- i i l ; �------------- _._ e e a no gbtrus ve mm nal ra required- red- just _ .,: S g : 2 7r8 advantage @ of LED modules that can produce 1 ___ Suitable faf:dnver ov r nd I r E m 9 P c@ D t2L1 b@am s reads : e d walk -over a 1fC trans, of � 83 m a rim I@ >PA a. wet/ chars a of oucJtn@ of field -se : I tile: tl s. F ---t P 9 rvvea op c,. :� _'� �..:��� :.:,:�%: re ': -' ��-`:_. ----' - 7Si olio 1 7/81n 3 �/4.in -' :-��4"x2a � - �. -zs f� ;:: -; dr)flGGattoflS. _ ---", - _.. .. r..uu": iz-:z=ash• :,; :.::>: cu... _.. s .._ , _ YE z k....... ........... 1 .._ ..... ., ..,..i._....x ._-----.-.-. r .. ............................a� .. v.- ........ ... ,_,, .. _ , ._ _ :_ � o Alss s r ,- __ ,.- .� -: ., a .. .. ,::;:.. i "n eom onion .._ _. �- 0- Clinic,-- _,y��, >� :. , ___... Rec mmafid tl P o e r' ` Construction a is 1l8 3m` ___-- .....-- ,r s� xt.:: � .. .art,:...:.....___. R._. [ G1s Cammac) I Inslt ro at _ m thick brass hou! ..f <. - _ __.. _. _ � . ,,. e. � . � _ . � _ _ ..... e a 1 1. rral Retad .. �rn,t ! I F _ ._ . __ _ n . 3 ..e, �: ... _ J_. 8 ,. _ pkavapbu[<cAnC2te, f 1 _ sing. ...�e4 >?� >�xr... ..:.t . _✓� _ -- - --- ---• _ ��.__, ....., ---___ Hospitality, T a Bm `x�x . _,...� _-.::::: _ ,x... :-��:, - -,, h. ....�x .. .... ...: _ 0S Religious, �dUG1ttOna{ AfGhrtOGtlifO BB m _ - PPhnt, rn,a6dYace:>�r,.,..� :.�:. --�>. �i-. ;'. x�;Z-r .::: .r.z�f`.. - _ ..f ,..�:. :-;�..A �, g. n 2 m... St7/8... I .....- ,. ..,,-.��'r ,,.z. , :xr ... .. ......... :elf -I aria _ '.I .az xec>,c.. ....>z;�' .a' -.a va... . Ian ,,y � .,�.�.-�:s �.�> _ _ _ l _ ...,u.:� .... : Lens Tempered soda time 1 _,_ �..- w_ _T x . .__.. 1p Ra in _ ,,_._:_.. ua nt F@ (lsu -. __ _.. � .__ - _ _ :: --,.. --�' � .... _ t 66 1dmJ e _ _o Ys-,.¢ � xiµ., s� w 9 / _ _ :..-k�... € , sz�":.n , r-=+:, .., : a ' o M � . .,max >-�ea..n� .�. � >. Ms E e e S ,eTr�-?� u� T. ... ,.. .... ., .. >: Eg v c :4 .a-.. Comes s I�eahoz aluminum 9. alum m f an a a d:) i _:. E, E_, _...._ ." � ....._ __ M: IYI un n u t dwt I - _ > .`t ry � Q _ tl i@. 20 stain s e 1. I ., .._ �S fiJ a ssk @ ca @ 36 le dwlr ......... ....:.......... .. .-........- _-.-....-. .._..,..,x ....-.--.: ............,.-- ., a ..... .fruit., ..-r_.. ......- r E III n - ....... s,, 72 m1 ".c Gan ba bull. m _ _ n.v r*a � ., eel eafth iaveloT Jn n' v.. _ � 1:2 I r µKY�r / G?St tO Ga G[Ota _ i4 _ t male flttltl for mounting a e r .. -_ _ g /pz . g 9 9 cc aso Q the cak31@can _ _ n , //�}} —a 3mm.- &m u �...; - lierem v and floop._ -', 4.4d nth@ nttur@I u ctl by , "tonewd :arwl �'d a is s h ihauf:mounhn base: Can he n A � Y Y g rnoU i tl wllh A18 _....:T i-� µµv. � � 3µ. M1 and_M w a(d,NPr __ -�--,:;�-�-�:u.....�.�. �:::�...:.: -. �:.:: v�:x-� v ,...�� .:-� `�� K .K2(Gonsult IthtaGto .Cantie:U celestite ;-� .r,.� �.-�� �x> -, �-� _ ., �.�.,.�� NO. Date Issues/Revisions Voltage-. .>. .>.:.�.r 'i- .. 12 halts A,G with integral tlruer 9-1 V Input,' r � , t $1 tom _. @9 driver .( 5 _ dlmmakl9 I21b g /q 1 below OV). Remct@ transformer requfred. Single Bang: Rox trFat tr>,IUGPrJ an be pa.t•«Faasacr thr,.Get/ p s51„,m --'-� 95 min - ,,: IrfS6t7- ;i",r,{srd9aF+J. ."."UirraYi2rtr/ r. ( Electrical Po0e d 6p remote dlmmabfe/nan dimmable tlrivei 5dld hf c.t uaa ( !,amps Tnac diminaFal@ dawtl tvi MLY •s5°k typ., ELV si 0% typ. 2. 1 8 PERMIT C i 1 102 separately). rP -2W-A-NFL Narrow Flood 16' Beam ,(tom 2 -FL 32°Field 2 01.25.19 PERMIT � w 2W--A�$P Spat 10' B@am, 20° Field urJeair ru r ,nF "Sea Websif for teGommended drivers - *Remo y iiu Rverte p onsavalable � perB { / 0 J kY,,,; Q �: *Remote d''er/i to h Oei Box SczJtrr. 133�mm - r-A-t+lio NoOplie as'aeam;�i4�Fied 3 04,24.19 PERMIT Consult factory _ -'- 3WSPam V T1! kR1EH(i c0 r F -, c> 5114 n — Spot. 13° Beam, 24' F,feld v 3W-NFL Narrow Flood 17° Beam,'37° Field �? TYA91 power 1.5 Walt at 350 mA,1:0Walt f 'F `! %{t Greai(PC,2LEp _ 3W-FL Flood 30° Beam,'62° F.I@id MOUNTING: EXAMPLE: (. ) l f, ! Parigsq, 1:14mm N CBtisemgtiae 3.0 Watt (at 700 mA, 2 5`Watt) ; Aaspe 41/2 In a and 4 Wad - 3Y1f,N0 No Optic 47' eaatn, 88° Field gA9rnm f r S 58' *I �F TDM2 strapped to tree branch % Qf4g min 83 into i W=While(3D9UK)` -4W SR Spat 13°Beam,24° Field _ h';fir i ! P rr r t012mn) i j/g {d 1 .31 41.n _4W Narrow Flood 17' Beam, 38° Field p; Project:.. Light Dutput 1 0 Watt, 0.5�t1m (.,%-,� 4WFL. Flo vd 30' 8@am, 62° Field 2 5 Watt 0.8-1.61m - "f NFL Farphorvrtftc 4ta ':Sets dt1a + (� 14W-Np No Optic 71' Beam,121' Field T �- `Also available in 2700K. Add color suffix to lamp %Ma on9 Modified: I--== k spacificatian, e.g.'Vl NFL 2700tS° (ePuone) Warranty 5 jea(8 (inlll£d warranty M. trim 116 min 83 min S 1/4 in. 4 1/210 3 ifq iq7 rnm € N Estimatetl"useful life of LED is 50t)Oo hours. i1�10/Sd triter./ 4 1/4 in 74_rnm Optical _ BG88F Brass glare shield, full Cutoff t is Quantity; - .s- P •� MaYBrial SolidanodizadaluminUmorsfainlesssfeel(31fi),suitalile � � a 27/81n 1 Q (or walkover and dfiva-ever Oplicatighs. RaHS compliant. , Accessories -.•FR8 Frosted lens i E - HL8 Hpney�mb louver,1V (3mmjthick RT8 Roptil near spread lens [8 1 I - Q 1 7Qmm � ns Notes: Drive Over 2200kg/48501bs i xs/4 in i .._,, Rating �^-- —y I Es;tt With 2w Weight i.$Itas (0;816kg), oasoiexfra. $U$TDM AECTAHGULAR BDXE$ Otit)ER QUIDE: Mounting -:TDM1 Brans fr@a1d@vk rr2ount with stainless N D $UAt�c�_�s1R; e : � t ,, r r : .............:.........._........:.:__............... _ ._.. ......_ .__.. ......... ... 1Th n �S ng a .O#?a�i �/st.laa, „ogtssi) ciEmma}J af,�iGn; rr�sGia�ts;rer atrtft :€rani=.tt.............. . __ ._.... st@@I screws -TDM2 _ Brass tree mount wM nylon utrap (48, - e1:a' dean' EsSfufa n rn iin°ra:ztcrlug A s1 sP v aod1c1 oud da age to Prvc4u 1 p Snpt i Approval72, or 9 "). 'i 1 J F p Cus6xn as qe t 0cd- _ TDM2SS- Brass free mount with stainless steel Atlf tl�mtn s +° r � Ji uuaial wlder,varri� � 0tiiy 1). Or"rY°rs am C u8 EBX ,. ( ^strap (48, 72, or 9E,") ty trtrnt¢fiessdedlCrdlrnll:Etg3yMtt:rrgs.0 nSulr;s°list.iS�hgfaspr,cgntrn�J:d;€J.esio=ts. STAMP as8t MPu-TOM3 Brass low -profile deck(wall mount aAFlptzlr7rr�>vt;s5dgtrt,attt5�a3etttsGtdtkrl,ear_anydrr�a€triw€tlrvirtnad:a,icrrratt.-dais,°seal t9HntdGsinyeyuighmr,4•t/4•(ieTarm} LIGHTDISTRIBUTIDH: -7'oM4 Brass low-profiletre@mount with notch fur wife" ,,Wgast1 aPy 4f ties ca UefS SFAo Scepter D gbpr�inii aCM13914,4314'(12aw} Order, Guide TMJB-_ Brasstrea-mounted junction;box, single 1Watt 2.f4Watt facture mount, sl:6161 ss steel strap (48, 3 72, or 90!lj TMJBX Bra r -boxr r _ @@ mounted junction , 1 toknplfl L�f 2 W3'D S ft tvlR y Stfi8,r.C7n 1(rriQ : rai ) _ F fixture mount, stainless steel screws f S _ try Finish: Unfinished i r h@ is standard, nor specHicahon required. The: fixture. will •� x,t•.tli.IrA., �X1rSY ISrt -2>%�J 44���5+1t iifllE'T>{�i?G}%-PX'�3.'.r°y.k� �I:u��: - - - weathertaanatural patina. The ;patinaproLess.isnaturatwithbrassa.nd copper. ' kb t- 41 min date of patina and eventual color. Is doperldent upon climate and, proximity to Ed-H with Code Waage I - Q w 0 Guar ApeAu e t ¢ utYadaga flange Box Base Halgf t Finish 41f2 in the ctcaart, Thus, Seaghside elves not guarantee any, specific a saran LO8 - --- -- BGSSF, 4fAf 7t3mm 83mRi $ Y F9 PP t3!- t_ ] 7J8 fn. 3�/.. n 2 3[4 In ': 4 I ,a -y.�: f `�t." WetQht:`1.2 lbs. (0.5 Jig] =s= 1.1w V7�2Sa2$00.K8D-FC01 S-sin gl9 B=00 3.sta7rdard!ian9e/bgx,?-T/8'tianun} O.nabase hU=matiedea[anddizea �1`A � -- � 2 . 2,5bV W273 = 2700K, 804C91 Il a double A,- 12VAG P ..paring 59dne Ilangatbax; 51(2' 2. 2' {5dfrrr) 8A . Waokario0ized W30S "30QQK80+GFil ravataaar fr§t§ini) S = 8' (1k An) eZ - bmnze ass dae3 CSA Listed, fife #190030 J tV38S..3500iC iO+,GRI Yrd18. / S„ttd °°• 3S. s�inlssssfea[S16 B c .E,E E c W413=Moor,80+GRI 7/drJ$v yJ 9fnaae alispapa2A0.rarsnntuCa s E C Ea-, c I o 0 1Uyearfixtuei9warranty PROJECT NAME ' O °° rltsrlaApvrrufa truy&6Apvfay.G Yearor@e(EDmodu.[awerf?t1fY MADE IN USA (U ;u ec u fez �49 5 } 1E*ZOH FapG�S60tCw tinpui�attagR � `tins •— 1Y27n 2700K, 00tGPo _ t ry V) NdBH f= 3a00t5 8(1tGRl Au ^12#.d0 is &aq, Far use wild tossiote _ nab af5dC.vaia . . . , = atProjeBy DateO tidH,- sue+col BG=atyrtn rs4awttEErfaivc For ordering purposes, lease specify (example: E8-iW-ASTM�72-OgB)2 !VA K E S W I C K HALL :. jv]VP H GIT -p -- -- _ .pygan9:: .gBum>.Q4.08.8kflteChn(eat-g1(ormabon€nUrusdaGun?etltas8ubleGtutmap96.6oAYtOhtMP;Lfghtin8. ,_ Aces o - WWOSnpigttn ,corn 18774 6.1184 i804,7C$,ta u{ p [y] P t HTIw aEACH31nELGHING 800-4)SaT2 ww.achstdeJ ht.cum _ � Ot2vrvampi Nl D32D17 D&-2017 C4.12014umt1:877.7081189 t844T081185LANDSCAPE a� ALBEMARLE COUNTY, 2 VIRGINIA MP 'MARKER LIGHT' - 'L10' � 1-2.04 SCALE: NTS 3 PENDANT MTD FIREFLY 'BEACHSIDE- 'L1 1' co L2.04 SCALE: NTS i KESWICK HALL SPA to nW W Vi PROJECT NO.: KSH 1806 DRAWN BY: CP, MF, BO 0 U CHECKED BY: EG, CP i DRAWING TITLE nI SITE LIGHTING DETAILS 0 C- IL w DATE: JANUARY 25, 2019 0 n SCALE: AS SHOWN Ni DRAWING NUMBER 0 00 L2004 5'-6"TYP. BRIDGE WIDTH OUTSIDE FACE, TYP. 4, O 4 4 40 MIL. BLACK EPDM STRIP, CUT EDGE CLEAN V j _4 1 II I BOARDWALK SECTION SCALE I"= 1'-0" D- 01- (y) N 0� 3 N n Ln a) L0 CD N -J n V) 0 n V) (y) 0 c- V) cy') 0 n U In CD V) (7 0 (1) o" L- n IN 0 / 10 0 00 7 V) q 2x10 CROSS MEMBERS WITH GALVANIZED TOP FLANGE HANGERS EACH END AT 4'-0 11 O.C. 1-1 /4"THICK GALV. STEEL BAR GRATE ADA COMPLIANT #GCM-1 -125 BY MCNICHOLS OR EQUIV. 4x4xl 2' IPE CURB SS MOUNTING LUG AS PER MANUF. SPECS TO ATTACH TO WOOD BEAM WITH (2) Y4 x3" SS WOOD SCREWS (3) 2x10 BEAM* I I I I I I III I III I I I IA III ITEM I I I I III I I I I I I I 111111111111111111 GALVANIZED OR STAINLESS STEEL SIMPSON CC COLUMN CAP SET INTO PIER (OR EQUIV.) CONCRETE PIER MULCH AT BIORETENTION BASIN CONCRETE FOOTING COMPACTED SUBGRADE d I --U BOARDWALK SECTION - ABUTMENT SCALE I"= 1'-0" 40 MIL. BLACK EPDM STRIP, CUT EDGE CLEAN (2) Y4 It x4" SS SCREWS CONNECTING CURB MEMBERS TOGETHER ON BOTH SIDES (2) 2x10 BAND BOARDS 4x4xl 2' IPE CURB, DO NOT STAIN EASE ALL EXPOSED IPE EDGES Y2"O x 8" SS SCREW COUNTER SINK AND PLUG W/IPE WOOD PLUG WOOD GLUE IN PLACE 1-1 /4" THICK SALV. STEEL BAR GRATE ADA COMPLIANT BY MCNICHOLS OR EQUIV. (2) 2xl 0 PPT BOARDS SS ANGLE IRON 4x] Ox5-4" PPT SILL PLATE CENTER BELOW BRIDGE CONCRETE CURB (4) 3/4 11 x] 2" SS ANCHOR BOLT 18" O.C. REINFORCED CONCRETE FOOTING W/#4 REBAR 12" O.C. COMPACTED AGGREGATE COMPACTED SUBGRADE NOTE: 1. ALL PRESSURE TREATED WOOD TO BE ACQ #2.40 PCF FOR GROUND CONTACT (OR EQUIVALENT). 2. STAIN ALL EXPOSED SIDES WITH CABOT DECKING SEMI TRANSPARENT WOOD COLOR: "PACIFICA" (LIGHT GRAY) OR EQUIV. 3. *(3) 2X10 BEAMS TO BE NAILED TOGETHER FROM INSIDE FACE SO THAT NONE OF THE NAILS ARE VISIBLE ON THE OUTSIDE FACE. NAILS TO BE EVENLY SPACED IN VERTICAL LINES ON INSIDE FACE OF BEAMS. *IPE TO BE CLEAN # 1 FREE OF KNOTS, CRACKS AND DENTS. NELSON Em BYRD wo LTZ L A N D S C A PE ARCHITECTS 310 East Market Street Charlottesville VA 22902 T 434.984.1358 F 434,984.4158 www.nbwla.com NO. Date Issues/Revisions 1 10.22.18 PERMIT 2 01.25.19 PERMIT 3 04.24.19 PERMIT STAMP PROJECT NAME KESWICK HALL LANDSCAPE ALBEMARLE COUNTY, VIRGINIA KESWICK HALL SPA PROJECT NO.: KSH 1806 DRAWN BY: CP, MF, BO CHECKED BY: EG, CP DRAWING TITLE BOARDWALK DETAILS DATE: JANUARY 25, 2019 SCALE: AS SHOWN DRAWING NUMBER L2.05 prA M1 GUARDRAIL ELEVATION ,)_AU- I'' = I '-U" I Q rn N 0 O N d' N Q Q U N i N Q� 0 ry V) 0 N 0 a� V) 0 Q V) i 0 i V) 0 V) I 0 i 0 Q U N 0 V) U a� 0 L. f2 I N 0 0 00 N 3'-111 31-1 II NOTE: SEE TYPICAL GUARDRAIL TYPE 1 DETAIL 6/1-5.03 FOR ADDITIONAL INFORMATION %11 x 2%2" STEEL BAR STOCK HANDRAIL, FOR STEP-DOWN CONDITION SEE 4/1-5.43 %" x 2" STEEL BAR STOCK RAIL 1 2" 0 (O.D. 1.66") STEEL POST %" x 5/8" STEEL BAR STOCK PICKET %of x 2" STEEL BAR STOCK RAIL %4" x 4" x 4" STEEL FLANGE TO COVER GROUT WELDED IN PLACE ONCE GROUT HAS SET FINISH GRADE NELSON BY RDME WOLTZ L A N D S C A P E ARCHITECTS 310 East Market Street Charlottesville VA 22902 T 434,984.1358 F 434,984.4158 www.nbwla.com NO. Date Issues/Revisions 1 10.22.18 PERMIT 2 01.25.19 PERMIT 3 04.24.19 PERMIT STAMP PROJECT NAME KESWICK HALL LANDSCAPE ALBEMARLE COUNTY, V I R G I N I A KESWICK HALL SPA PROJECT NO.: KSH 1806 DRAWN BY: CP, MF, BO CHECKED BY: EG, CP DRAWING TITLE SITE RAILING DETAILS DATE: JANUARY 25, 2019 SCALE: AS SHOWN DRAWING NUMBER L2,eO6 II Planting Schedule Existing Canopy Cover EXISTING TREE TO REMAIN BUILDING GARDENS, ENTRY FEATURES, AND COURTYARD EXISTING LARGE OAK TO REMAIN +0PROPOSED TREE NOTE: SEE SHEET L3.10, L320, & L3.30 FOR TOTAL PLANTING AREAS AND PLANTING SCHEDULES + PROPOSED SHRUB (2) ACER LEUCODERME (4) FAGUS GRANDIFOLIA � PLANTING PARKING AND GROUNDS PLANTING MEADOW MIX 1 MEADOW MIX 3 (4) HALESIA CAROLINIANA �� _,/► VEGETATED SCREEN Area of Canopy Total Canopy Quantity Units Scientific Name Common Name Size Spacing in 10yrs (sf) Coverage (sf) 8 pcs LARGE CALIPER TREE 7 Fagus grandifolia American Beech 6" cal. B&B as shown 227 1589 1 Platanus occidentalis American Sycamore 6" cal. B&B as shown 368 368 25 pcs MEDIUM CALIPER TREE 10 Acerrubrum Red Maple 4" cal. B&B as shown 177 1770 2 Carya ovata Shagbark Hickory 4" cal. B&B as shown 72 144 1 Magnolia grandiflora Southern Magnolia 4" cal. B&B as shown 54 54 12 Magnolia virginiana Sweet Bay Magnolia 3" cal. B&B, multi stem as shown 113 1356 69 pcs SMALL CALIPER TREE 7 Acerleucoderme Chalk Maple 2" cal. B&B as shown 88 616 30 Betula nigra River Birch 1" cal. B&B, multi stem as shown 397 11910 4 Halesia carolina Carolina Silverbell 2" cal. B&B as shown 123 492 28 Juniperus virginiana Eastern Red Cedar 2" cal. B&B as shown 16 448 Proposed Tree Canopy Coverage 18747 EXISTING VEGETATION Area of Canopy Total Canopy Quantity Units Scientific Name Common Name in 10 yrs (sf) Coverage (sf) 22 pcs EXISTING TREES 7 Juniperus virginiana Eastern Red Cedar 16 112 2 Cornusflorida Flowering Dogwood 124 248 3 Quercus alba White Oak 243 729 10 Deciduous (not identified) Deciduous (not identified) 100 1000 Subtotal Existing Tree Canopy Coverage 2089 Existing Tree Canopy Coverage*1.25 2611 ■ m L3,91 0 NELSON BY RDsa WOLTZ 310 East Market Street Charlottesville VA 22902 T 434.984.1358 F 434.984.4158 www.nbwla.com NO. Date Issues/Revisions 1 10.22.18 PERMIT 2 01.25.19 PERMIT 3 04.24.19 PERMIT STAMP PROJECT NAME KESWICK HALL LANDSCAPE ALBEMARLE COUNTY, V I R G I N I A KESWICK HALL SPA PROJECT NO.: KSH 1806 DRAWN BY: CP, MF, BO CHECKED BY: EG, CP DRAWING TITLE TREE PLANTING PLAN DATE: JANUARY 25, 2019 SCALE: 1 " = 20'-0" DRAWING NUMBER LEGEND 0 EXISTING TREE TO REMAIN EXISTING LARGE OAK TO REMAIN 0 PROPOSED TREE 0 PROPOSED SHRUB VEGETATED SCREEN - 10,402 SF TOTAL BUILDING T PLANTING GARDENS, 4,83SF TOTAL FEATURES, AND COURTYARD PLAN PARKING AND GROUNDS PLANTING - 8,378 SF TOTAL MEADOW MIX 1 - 22,861 SF TOTAL MEADOW MIX 3 - 2,783 SF TOTAL NOTE: SEE SHEET L3.10, L320, & L330 FOR TOTAL PLANTING AREAS AND PLANTING SCHEDULES (3) VIBURNUM RHYTIDOPHYLLUM (4) ILEX VERTICILLATA Planting Schedule cont'd 86 pcs LARGE SHRUBS 20 Cornus sericea Red -twig Dogwood 7 gal. as shown 72 1440 37 Ilex verticilata Winterberry Holly 7 gal. as shown 41 1517 29 Viburnum rhytidophyllum Leatherleaf Viburnum 7 gal. as shown 22 638 46 pcs SMALL SHRUBS 25 Ilex glabra 'Shamrock' Inkberry 3 gal. as shown 21 Fothegilla gardenii Dwarf fothergilla 3 gal. as shown Proposed Shrub Canopy Coverage 3595 Proposed Tree and Shrub Canopy Coverage 22342 Total Canopy Coverage (proposed tree and shrub canopy + existing tree canopy) 24953 10402 sf VEGETATED SCREEN (10747 sf / 12360 seedlings) 2472 Aquilegia canadensis Columbine 1gal. seedling 12" o.c. 2472 Baptisia tinctoria Wild Indigo 1gal. seedling 12" o.c. 2472 Carex pensylvanica Pennsylvania Sedge 1 gal. seedling 12" o.c. 2472 Chasmanthium latifollum Northern Sea Oats 1 gal. seedling 12" o.c. 2472 Sporobollisheterolepis Prairie Dropseed 1gal. seedling 12" o.c. 4831 sf BUILDING GARDENS, ENTRY FEATURES, AND COURTYARD PLANTING Selection of drought tolerant native shrubs &forbs considered "pollinator" species, i.e. species with showy blooms attractive to bees and butterflies. Species arrangement/ layout will be more rigid and formalized than meadow mixes and will require a higher level of maintenance. 25% Shrubs 50% Perennials species tbd, 25% Grasses assume 7gal. shrubs, 1 gal. perennials & grasses 8378 sf PARKING AND GROUNDS PLANTING 25% Shrubs 25% Perennials 50% Grasses Selection of shorter native shrubs, grasses, & forbs with emphasis on drought tolerance, minimal maintenance, & year round interest species tbd, assume 7gaL shrubs, 1 gal. perennials & grasses i\Lii vi \.11\\.LL/ I VI\I , JCC CIVIL DRAWINGS 22314 sf MEADOW MIX 1; 0.52 ACRES (22,683 SF) @ 18 LBS/ACRE = 9.36 LBS OF SEED TOTAL Native grasses &forbs with emphasis on drought tolerance & minimal maintenance. Grasses constitute majority of the mix with wildflowers to attract pollinators and create an added layer of diversity and seasonal interest. (60% native grasses, 20% cover crops and legumes, 30% wildflowers) Seed Lbs/Acre Scientific Name Common Name Comment VESCH 3.32 5 Festuca arundinadea Tall Fescue Ph 5-9 Y 10 Festuca ovina var. duriuscula (F. Hard Fescue Ph 4.5-8.5 Y 20 Festuca rubia Creeping Red Fescue Ph 5-8 Y 10 Festuca rubia subp. Commutate Chewings Fescue Ph 5-8 Y 5 Lolium multiflorum Annual Ryegrass y 2.5 Trifolium pratense Red Clover y 10 Secalecereale Grain Rye y 0.05 Euratorium fitulosum Joy Pye Weed 0.2 iris virginica Blueflag Rhizomatous 0.01 Lobelia siphilitica Great Blue Lo b e l i a 0.03 Monarda fitulosa Wild bergamot 2783 sf MEADOW MIX 3; 0.05 ACRES (2783 SF) @ 18 LBS/ACRE =1.15 LBS OF SEED TOTAL Native grasses & forbs with emphasis on drought tolerance & minimal maintenance. Grasses constitute majority of the mix with wildflowers to attract pollinators and create an added layer of diversity and seasonal interest.(55% native grasses, 15% cover crops and legumes, 40% wildflowers) Seed Lbs/Acre Scientific Name Common Name Comment VESCH 3.32 5 Festuca arundinadea Tall Fescue Ph 5-9 Y 10 Festuca ovina var. duriuscula (F. Hard Fescue Longifolia) Ph 4.5-8.5 Y 20 Festuca rubra Red Fescue Ph 5-8 Y 10 Festuca rubra subp. Commutate Chewings Fescue Ph 5-8 Y 5 Lolium multiflorum Annual Ryegrass y 2.5 Trifolium pro tense Red Clover y 10 Secale cereale Grain Rye y 1.2 Asclepias tuberasa Butterfly Milkweed High Drought Tolerance 0.65 Asclepias incamata Swamp Milkweed Rhizomatous 1.3 Chamaechrista fasciculato Partridge Pea Legume 0.4 Coreopsis lanceolate Lance Leaved Coreopsis 0.4 Echinacea purpurea Purple Coneflower 0.02 Lobelia cardinalis Cardinal Flower 0.01 Lobelia siphilitica Great Blue Lobelia 0.06 Monarda didyma Bee Balm 0.03 Monarda fitulosa Wild bergamot 0.5 Rudbeckia hirta Black Eyed Susan 0.75 Zizia ourea Golden Alexanders GT% %n, rV • -., P) 0 10' 20' 40' N NELSON BYRD�� WOLTZ 310 East Market Street Charlottesville VA 22902 T 434.984.1358 F 434,984.4158 www.nbwla.com NO. Date Issues/Revisions 1 10.22.18 PERMIT 2 01.25.19 PERMIT 3 04.24.19 PERMIT STAMP PROJECT NAME KESWICK HALL LANDSCAPE ALBEMARLE COUNTY, V I R G I N I A KESWICK HALL SPA PROJECT NO.: KSH 1806 DRAWN BY: CP, MF, BO CHECKED BY: EG, CP DRAWING TITLE UNDERSTORY PLANTING PLAN DATE: JANUARY 25, 2019 SCALE: 1 " = 20'-0" DRAWING NUMBER L3*20 Mitigation Planting Schedule 20'-0" LEGEND )0 EXISTING TREE TO REMAIN EXISTING LARGE OAK TO REMAIN 0 PROPOSED TREE 0 PROPOSED SHRUB VEGETATED SCREEN BUILDING GARDENS, ENTRY FEATURES, AND COURTYARD PLANTING PARKING AND GROUNDS PLANTING MEADOW MIX 1 MEADOW MIX 3 *LANDWARD BUFFER PLANTING NOTE: ].SEE SHEET L3.10, L3.20 AND L3.30 FOR TOTAL PLANTING AREAS AND PLANTING SCHEDULES 2. SEE SHEET L3.60 FOR PLANTING DETAILS 3. WPO#201800078 - MITIGATION PLAN PROJECT NUMBER * LANDWARD BUFFER PLANTING REQUIREMENTS: MITIGATION AREA IS EQUAL TO DOUBLE (2X) THE DISTURBED AREA PER 400 SF OR 20X20' AREA PLANT 1 CANOPY TREE, 2 UNDERSTORY TREES, AND 3 SMALL SHRUBS OR 1 CANOPY TREE, 1 UNDERSTORY TREE, 2 LARGE SHRUBS AND 3 SMALL SHRUBS LANDWARD BUFFER PLANTING CALCULATIONS: AREA OF DISTURBANCE = 1,150 SF AREA OF DISTURBANCE (1,150 SF) X 2 = 2,300 SF (MITIGATION REQUIRED) MITIGATION PROVIDED: 1,150 SF + 1,170 SF = 2,320 SF 2,320 SF/ 400 SF = 5.8 UNITS (5.8 UNITS — 6 UNITS) 6 UNITS = 6 CANOPY TREES, 6 UNDERSTORY TREES, 12 LARGE SHRUBS AND 18 SMALL SHRUBS -o _ F- LU i= h 0 Q 0 In N • LO LO N \1'S O4`'. n _o *STREAM BUFFER AREA OF o, DISTURBANCE: 1,150 SF PLANTING INSIDE LANDWARD BUFFER: 1,150 SF, i SEE MITIGATION PLANTING SCHEDULE AND E DETAIL 01 /1-3.30 REMOVE ALL TREES, SHRUBS, VINES & 0 UNDERBRUSH, REPLANT W/ NATIVE SPECIES. N RAKE EXSTING LEAF LITTER & REDISTRIBUTE IN PLANTED BUFFER AFTER INSTALLATION i U EXISTING VEGETATION RETAINED PLANTED AREA AFTER INSTALLATION Quantity Units Scientific Name Common Name Size Spacing Area of Canopy Total Canopy in10yrs(sf) Coverage sf 6 pcs CANOPY TREE 4 Caryo ovoto Shagbark Hickory 11/2"-2" cal. B&B as shown 72 288 2 Fagus grandifolia American Beech 3/4" -11/2" cal. B&B as shown 227 454 6 pcs UNDERSTORYTREE 2 Asimina triloba PawPaw 3/4" -11/2" cal. B&B as shown 64 128 4 Amelanchierarborea Serviceberry 3/4" -11/2" cal. B&B as shown 130 520 Proposed Tree Canopy Coverage 1390 12 pcs LARGE SHRUBS 6 Ilex verticilato Winterberry Holly 3'-4' Ht. as shown 41 246 6 Lindera benzoin Spicebush 3'-4' Ht. as shown 23 138 18 pcs SMALLSHRUBS 6 Clethro alnifolio Sweet Pepperbush 15"-18" Ht. as shown 16 96 6 Kolmia lotifolio Mountain Laurel 15"-18" Ht. as shown 28 168 6 Voccinium acerifolium Mapleleaf Viburnum 15"-18" Ht. as shown 12 72 Proposed Shrub Canopy Coverage 474 Proposed Tree and Shrub Canopy Coverage 1864 O 0 N 91 LANDWARD BUFFER PLANTING DIAGRAM L3.30 SCALE: 1 /4" = 1'-0" i PLANT KEY A - LARGE CANOPY TREE B - UNDERSTORY TREE C - LARGE SHRUB D - SMALL SHRUB NOTE: 1) PLANT ONLY SMALL SHRUBS WITHIN 3' OF SANITARY LINE 2) RAKE EXSTING LEAF LITTER & REDISTRIBUTE IN PLANTED BUFFER AFTER INSTALLATION 0 10' 20' 40' NELSON BY RD�� WOLTZ 310 East Market Street Charlottesville VA 22902 T 434.984,1358 F 434.984,4158 www,nbwla.com NO. Date Issues/Revisions 1 10.22.18 PERMIT 2 01.25.19 PERMIT 3 04.24.19 PERMIT STAMP t4'OLTZ 24.19 PROJECT NAME KESWICK HALL LANDSCAPE ALBEMARLE COUNTY, V I R G I N I A KESWICK HALL SPA PROJECT NO.: KSH 1806 DRAWN BY: CP, MF, BO CHECKED BY: EG, CP DRAWING TITLE MITIGATION PLANTING PLAN DATE: JANUARY 25, 2019 SCALE: 1 " = 20'-0" DRAWING NUMBER L3,s30 SEE PLANT LISTS FOR SPACING -1 I I-1 I I1 I I1 I I1 I I1 I I1 I I III=1 I I1 I I1 I I - FINISHED GRADE 2" DOUBLE -SHREDDED HARDWOOD MULCH EXCAVATE & TILL SOIL TO 12" �nR7 MIN DEPTH & AMEND NATIVE SOIL W/ 25% DECOMPOSED ORGANIC COMPOST PERENNIAL AND GROUNDCOVER PLANTING DETAIL SCALE: 1 /4" = 1 '-0" SUBGRADE 12" WIDTH FOR GROUNDCOVERS, 18" WIDTH FOR SMALL SHRUBS 24" WIDTH FOR LARGE SHRUBS ARRAY PLANTINGS IN OFFSET GRID AS SHOWN IF NOT OTHERWISE SHOWN ON PLANTING PLAN PLANT BED CURB OR EDGE OF PAVEMENT Q _ N O� ® PERENNIAL AND GROUNDCOVER PLANTING LAYOUT N 1L3.60 J SCALE: 1 /2" = 1'-0'' a Q 0 N C N 0 -ff--,� W n V/ 0 110 C6 ALBEMARLE COUNTY LANDSCAPE REQUIREMENTS 0 0 a �� 0 i fN 0 Vi co 0 i Q U i .N W 0 ORDINANCE REQUIREMENT RATIO CALCULATION REQUIRED QUANTITY EXISTING QUANTITY PROPOSED QUANTITY 32.7.9.6 LANDSCAPING 5% OF PAVED PAVED AREA = 29,953 SF 1,497 SF 2,446 SF WITHIN A PARKING AND 0.05 * 29,953 SF = LANDSCAPING LANDSCAPING AREA PARKING LOT VEHICULAR AREA + 1,497 SF AREA WITH TREES WITH TREES OR SHRUBS ONE (1) LARGE OR OR SHRUBS MEDIUM TREE PER TEN 1 * (84 SPACES/10) = 7 TREES 37 TREES (10) PARKING SPACES 8 TREES 8 TREES 32.7.9.8 TREE CANOPY CANOPY EQUAL TO 120,390 SF GROSS SITE* 0.1 = 12,039 SF 2,611 SF 22,549 SF TOTAL TEN (10) PERCENT OF 12,039 SF CANOPY EXISTING GROSS SITE RETAINED 2,611 SF EXISTING + ACREAGE 19,938 SF PROPOSED) ,cD NOTE: QVI) PAVED AREA AND GROSS SITE ACREAGES REFER TO AREAS WITHIN THE LIMITS OF DISTURBANCE 0 c- n- SEE L3.10 AND L3.20 FOR ADDITIONAL CANOPY COVERAGE CALCULATION INFORMATION. U a� 0 A i Cal 0 �0 CID 7 ALBEMARLE COUNTY LANDSCAPE REQUIREMENTS = 1_3.60 SCALE: NTS i z 3" DOUBLE SHREDDED HARDWOOD MULCH ROUGHEN SIDES OF PLANTING HOLE REMOVE ALL WIRE & STRING FROM ROOTBALL AND ALL BURLAP FROM TOP 2/3 OF ROOTBALL NATIVE BACKFILL SOIL AMENDED WITH 15% DECOMPOSED ORGANIC COMPOST ('2_"B & B SHRUB PLANTING DETAIL L3.60 SCALE: 1 /2" = 1'-0" 2"x2"x6' MIN. HARDWOOD STAKES. USE 2 STAKES PER TREE AND SET OUTSIDE ROOT PACKAGE 2"-3" DOUBLE SHREDDED HARDWOOD MULCH, TAPER AT TRUNK. MULCH TO WITHIN 2" OF TRUNK IN PLANTING AREAS. REMOVE ALL WIRE & STRING FROM ROOTBALL AND ALL BURLAP FROM TOP 2/3 OF ROOTBALL NATIVE BACKFILL SOIL AMENDED WITH 15% ORGANIC COMPOST III COMPACT SUBSOIL TO FORM PEDESTAL TO PREVENT SETTLING ('_5_'N TREE PLANTING DETAIL 1_3.60 SCALE: 1 /2" = 1'-0" SET TOP OF ROOT CROWN 2" ABOVE ADJACENT GRADE SHAPE SOIL SURFACE TO PROVIDE 3' DIAMETER WATERING RING FINISH GRADE TREE PIT DEPTH=ROOTBALL DEPTH MEASURE BEFORE DIGGING TO AVOID OVEREXCAVATION PREPARE SUBSOIL TO FORM PEDESTAL TO PREVENT SETTLING WEBBED STRAPPING, ARBORTIE OR APPROVED EQUIV., LOOPED TO TRUNK. (2) PER TREE. NAIL OR STAPLE TO STAKE. SET TOP OF ROOT CROWN 2" ABOVE ADJACENT GRADE SHAPE SOIL SURFACE TO PROVIDE 3' DIAMETER WATERING RING FINISH GRADE ROUGHEN SIDES OF PLANTING HOLE TREE PIT DEPTH=ROOTBALL DEPTH MEASURE BEFORE DIGGING TO AVOID OVEREXCAVATION DRIVE STAKES 6" TO 1'-0" INTO UNDISTURBED SOIL BELOW ROOTBALL 3" DOUBLE SHREDDED HARDWOOD MULCH ROUGHEN SIDES OF PLANTING HOLE PULL OR WASH POTTING MIX AND ROOT MAT APART TO DIRECT THE OUTER ROOTS INTO THE ADJACENT SOIL. DO NOT LEAVE CIRCLING ROOTS AGAINST THE ROOT BALL. NATIVE BACKFILL SOIL AMENDED WITH 15% DECOMPOSED ORGANIC COMPOST 3 CONTAINER SHRUB PLANTING DETAIL L3.60 SCALE: 1 /2'' = 1'-0" b CONSERVATION PLAN CHECKLIST 1_3.60 SCALE: NTS SET TOP OF ROOT CROWN 2" ABOVE ADJACENT GRADE SHAPE SOIL SURFACE TO PROVIDE 3' DIAMETER WATERING RING FINISH GRADE TREE PIT DEPTH=ROOTBALL DEPTH MEASURE BEFORE DIGGING TO AVOID OVEREXCAVATION PREPARE SUBSOIL TO FORM PEDESTAL TO PREVENT SETTLING NELSON BY R E WOLTZ LA N D S CA PE ARCHITECTS 310 East Market Street Charlottesville VA 22902 T 434,984.1358 F 434,984,4158 www.nbwla.com NO. Date Issues/Revisions 1 10.22.18 PERMIT 2 01.25.19 PERMIT 3 04.24.19 PERMIT STAMP PROJECT NAME KESWICK HALL LANDSCAPE ALBEMARLE COUNTY, V I R G I N I A KESWICK HALL SPA PROJECT NO.: KSH 1806 DRAWN BY: CP, MF, BO CHECKED BY: EG, CP DRAWING TITLE PLANTING DETAILS DATE: JANUARY 25, 2019 SCALE: AS SHOWN DRAWING NUMBER L3*60 RAq LIGHT FIXTURE SYMBOL KEY (�J IN GRADE MARKER LIGHT LOW-LEVEL PATHWAY FIXTURE 04 STAKE -MOUNTED UPLIGHT FIXTURE -0 LIGHT POLE FIXTURE {� IN GRADE FIREFLY FIXTURE FIREFLY PENDANT MOUNT FIXTURE GENERAL NOTES THE LIGHTING PLAN IS NOT INTENDED TO REPRESENT A COMPLETE SET OF ELECTRICAL DRAWINGS. EXCEPT WHERE INDICATED OTHERWISE, THE LOCATION AND SELECTION OF ANY ELECTRICAL REQUIREMENTS NOT DIRECTLY RELATED TO THE LIGHTING SHALL BE BY OTHERS. NO SUBSTITUTIONS SHALL BE ACCEPTABLE WITHOUT PRIOR WRITTEN APPROVAL FROM LIGHTING DESIGNER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE CODES. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY HARDWARE, ELECTRICAL CABLE, TIMERS, TRANSFORMERS, ETC., AS REQUIRED FOR COMPLETION OF INSTALLATION. THE CONTRACTOR SHALL VERIFY VOLTAGES FOR ALL FIXTURES WITH ELECTRICAL ENGINEER. THE CONTRACTOR SHALL VERIFY VERTICAL AND HORIZONTAL CLEARANCES, CORRECT CEILING TRIMS, AND AIR HANDLING REQUIREMENTS (IF ANY) FOR ALL FIXTURES PRIOR TO ORDERING. THE CONTRACTOR SHALL VERIFY ALL FIXTURE AND CONTROL LOCATIONS WITH THE DESIGNER PRIOR TO ORDER. THE CONTRACTOR SHALL COORDINATE ALL PAINTED FLANGES AND TRIMS ON THE SPECIFIED RECESSED FIXTURES TO MATCH ADJACENT CEILINGS. LAMPS AND REFLECTORS MUST BE REMOVED PRIOR TO PAINTING. FOR ALL HATCHED AREAS, REFER TO THE ELECTRICAL ENGINEERING DRAWINGS. WHERE FIXTURES REQUIRE REMOTE TRANSFORMERS AND/OR DRIVERS, CONTRACTOR SHALL DETERMINE LOCATIONS AS REQUIRED FOR EVEN LOAD DISTRIBUTION, SERVICE ACCESS, AND VENTILATION. WHERE APPLICABLE, THE CONTRACTOR SHALL AIM AND ADJUST LIGHTING FIXTURES AS DIRECTED BY THE LIGHTING DESIGNER UPON COMPLETION OF THE INSTALLATION. WHERE APPLICABLE, THE CONTRACTOR SHALL PROGRAM CONTROL SYSTEM AS REQUIRED BY THE LIGHTING DESIGNER UPON COMPLETION OF THE INSTALLATION. THE CONTRACTOR SHALL INCLUDE UNIT FIXTURE COSTS IN ALL BIDS. SWITCHED WALL OUTLETS AND FLOOR OUTLETS TO BE LOCATED BY INTERIOR DESIGNER. EXACT LOCATION OF DECORATIVE FIXTURES MOUNTING HEIGHTS AND HANGING HEIGHTS TO BE DETERMINED BY ARCHITECT OR INTERIOR DESIGNER. FOR ALL FULL OR HALF HOT DIMMED OUTLETS USE LUTRON DUPLEX OR HALF DIMMED RECEPTACLES PART #NTR-I5-DFDU OR NTR-I5-HFDU. LAMPS MUST BE FITTED WITH MATCHING PLUG #RP-FDU-10 REFER TO AV FOR ALL LIGHTING CONTROLS, TOUCH PANELS, AND KEYPAD LOCATIONS. REFER TO ARCHITECTURAL RCP FOR LIGHT LOCATIONS AND DIMENSIONS NELSON BY RDmm WOLTZ L A N D S C A P E ARCHITECTS 310 East Market Street Charlottesville VA 22902 T 434.984,1358 F 434.984.4158 www.nbwla.com Q' J f Z u o 0 r z T U V) w m " e LIJI ry •i z �, x x x V)01 E ,+Ell AS SS`uxd DDxE'7Y x 1L=YLli NO. Date Issues/Revisions 1 08.13.18 100% D D 2 10.49.18 PERMIT SET STAMP IN i CUINSTRUCTIUIN PROJECT NAME KESWICK HALL LANDSCAPE ALBEMARLE COUNTY, V I R G I N I A CENTRAL ENERGY PLANT AREA PROJECT NO.: KSH 1806 DRAWN BY: STB CHECKED BY: DLU DRAWING TITLE DATE: OCTOBER 19, 2018 SCALE: - 66 " = 1 ,_0,, DRAWING NUMBER PROPERTY LINES SHOWN IN BLUE ------ � I , 1. I I , I 1� - -�, i 10 �r. I - - - - - �, .-. .1. 1.1 . � 1. 1. I -1-- 1, . , - .1. 1-- I I . � - I "I 1, . , ,. ,,,� . . � � 'i I . . I � ) � : 11 �, ..".�' . 1, 1, . , I - I . : , %.� I I �1' - , . - - I I , � , I 11 I ., A , - I I ,� . I ".... -.-- I �� " , , , , 1�1* , I . .-", .. 1. 11 1�- -1 , - , I , I., � - . 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Luminaire Schedule Symbol Label LLF Tag /--\ � 1--� Downfight Lucifer 0.900 DOWNLIGHT 0 0*% In Ground Firefly_B 0.900 L9 , I i �� 1 1 Ell Marker Light MP 0.900 L10 - I I I --------------------- - --------------- i /-,�,� � � -) ----------------------------- I �\,--1'11; � Pathway_Ll --- --------------------------------------------- --- Pendant Mtd Firefly 0.900 0.900 Ll ---- - ----------------- - -------------- - - - -------------------- L11 11 � Pole Light Philips 0.900 L4 - TYPE Ill F --- � ..... I Il + II L"-----J" Sconce A Lamp 0.900 SCONCE -i> 1 I E-1 Pendant A Lamp 0.900 PENDAN /-`% 11�\� I Uplight WW BK 0.900 L8 /1---1 (�r\j Uplight BK 0.900 L2 31 0 East Market Street Charlottesville VA 22902 T 434-984.1358 F 434.984.4158 www.nbwla.com I _j I 117% %Lj (O :0 - _j - 0 z "t Q0 �1� - I �- , Q0 t� CK < a: N N I U - (D , F- , U I "7 -j - 0 0 1 -i � 0 I Q� < >- z I Z 'C� � - 0� ::) ry 0 :C . �- >- Uj U �: . (D 1. 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Date Issues/Revisions -- 1 08.13.18 ------ 1 00% DD 2 10.19.18 PERMIT SET 3 1.28.19 REVISION STAMP 1-0 i N - "' 0 " T I , � "' R, ('� r ;,?i ir-TIO-- 1\1 , 'O N 'S"I I ,-, --) I I �,,%.)%�� PROJECT NAME KES W., ICK HALL LANDSCAPE ALBEMARLE COUNTY, V I R G I N I A CENTRAL ENERGY PLANT AREA PROJECT NO.: KSH 1806 DRAWN BY: STB CHECKED BY: DLU DRAWING TITLE DATE: OCTOBER 19, 2018 SCALE: -L-, = I --0- 16 DRAWING NUMBER �� m I