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HomeMy WebLinkAboutSDP202100076 Plan - Approved Major Amendment, Final Site Plan 2022-01-24KESWICK FAMILY POOL SDP - 2021 - 00076 MAJOR SITE PLAN AMENDMENT COUNTY OF ALBEMARLE, VIRGINIA TAX MAP PARCEL AND OWNER INFO: EXISTING ZONING: PARCEL 08000-00-00-00900 HISTORIC HOTELS OF ALBEMARLE LLC 701 CLUB DRIVE KESWICK, VA 22947 PARCEL 08000-00-00-008ZO KESWICK CLUB LLC 701 CLUB DRIVE KESWICK, VA 22947 RA - RURAL AREA EC ENTRANCE CORRIDOR SPECIAL USE PERMIT SP2018-001 MAGISTERIAL DISTRICT: RIVANNA EXISTING AREA: PARCEL 08000-00-00-00900 = 6.92 AC. PARCEL 08000-00-00-008ZO = 161.66 AC. EXISTING IMPERVIOUS AREA: 0.87 AC PROPOSED IMPERVIOUS AREA: 1.07 AC LIMITS OF DISTURBANCE: 1.68 AC SOURCE OF SURVEY, BOUNDARY, AND TOPOGRAPHY: TUCK MAPPING SOLUTION, INC. 4632 AERIAL WAY BIG STONE GAP, VA 24219 276-523-4669 PROJECT #: L17-10405 INFRAMAP CORP 10365 CEDAR LANE GLEN ALLEN, VA 23059 804-550-2937 PROJECT #: RV07317 TIMMONS GROUP 28 IMPERIAL DRIVE STAUNTON, VA 24401 540-885-0920 PROJECT #: 40241 DATUM: HORIZONTAL: NAD83 VIRGINIA STATE GRID SOUTH ZONE VERTICAL: NAVD88 REQUIRED YARDS (MINIMUM): FRONT: 75 FT SIDE: 25 FT REAR: 35 FT PARKING SETBACK: 25 FT PROPOSED USE: POOL HOUSE 3,500 SF BAR 250 SF TENNIS PRO SHOP 660 SF SWIMMING POOL 3,700 SF 2 PICKLEBALL COURTS BUILDING HEIGHT: 28'-6" EXISTING PARKING: 22 SPACES PARKING REQUIRED FOR NEW DEVELOPMENT: SWIMMING POOL (1 SPACE PER 125 SF OF WATER AREA) = 30 SPACES RESTAURANT (13 SPACES PER 1,000 SF OF GFA) = 3 SPACES RETAIL (1 SPACES PER 100 SF OF RETAIL SALES AREA FOR FIRST 5,000 SF) = 7 SPACES 30 + 3 + 7 = 40 SPACES REQUIRED TOTAL POST DEVELOPMENT PARKING PROVIDED: TOTAL PROVIDED = 46 SPACES (INCLUDING ADA SPACES) ADA PARKING REQUIRED: 1 STANDARD SPACES + 1 VAN SPACES = 2 TOTAL SPACES ADA PARKING PROVIDED: 2 VAN SPACES = 2 TOTAL SPACES LOADING SPACES PROVIDED: WETLAND IMPACTS: UTILITIES: DRAINAGE DISTRICT: NONE NONE PRIVATE CARROLL CREEK - RIVANNA RIVER THERE ARE CRITICAL SLOPES LOCATED ON THE NORTHEAST AND SOUTHWEST SIDE OF THE PROJECT AREA. NO IMPACTS TO CRITICAL SLOPES ARE PROPOSED. THERE ARE NO CONSTRUCTION ACTIVITIES PROPOSED WITHIN THE 100-YR FLOODPLAIN. 9/10/2021 VICINITY MAP 1"= 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 `V Submittal Type Reviewed and Approved by the Comrnu unvevelopme t Departm t Date__IJU(I �� t File# �` � ---^� � ignaturY Sheet List Table Sheet Number Sheet Title C0.0 COVER C1.0 NOTES & DETAILS C1.1 NOTES & DETAILS C1.2 NOTES & DETAILS C1.3 NOTES & DETAILS C2.0 EXISTING CONDITIONS C2.1 DEMOLITION PLAN C4.0 LAYOUT & UTILITIES PLAN C5.0 GRADING & DRAINAGE PLAN C6.3 PERMEABLE PAVEMENT DRAINAGE AREA MAP C6.4 INLET DRAINAGE AREA MAP C6.5 STORMWATER DESIGN TABLES AND CALCULATIONS C6.6 STORMWATER MANAGEMENT FACILITIES EASEMENT PLAN C7.0 STORM AND UTILITY PROFILES C7.1 STORM AND UTILITY PROFILES L1.10 MATERIALS PLAN L3.10 PLANTING PLAN L5.00 DETAILS L5.10 PLANTING DETAILS ES-101 ELECTRICAL SITE PLAN ES-102 ELECTRICAL SITE PHOTOMETRIC PLAN C8.0 LIGHT FIXTURE CUT SHEETS 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 TOTAL: 29 SHEETS APPROVAL DATE %Z'�IAJ.A �LI (Cj� ` ? CRA:LGW:i. KO'D%[0,KI Lie, No. 0402048507 12/ I I/ 21 t%NA, Z F O d C o O c F O Z > :'3 Z3 c LU C) U C a � C c j j W W ck� ct� F l N N N N O O O O W N N N N DATE 9/10/2021 DRAWN BY 1. DENKO DESIGNED BY 1. DENKO CHECKED BY C. KOTARSKI SCALE N.A Q 3 U N 0 N (6 J L N to O2- a O T C ^^ ,2CL Q o C > CD N H � � z � 0 W Qo U > o L.LJO UQ C LU N � W -.0 U o� J Q a �z Z O c T � � O w E v] c � N a o Wo= Z 3 z N O m �Q x F °' o w r 0 aw O .3 a � N Y =N U C N O O U (N o N U C 0 E U CU o 0 -_ .2,0 G U-0 JOB NO. 0 c N �— � U 40241cu �N U SHEET NO, n o m a C0.0 F- BLASTING NOTES ROADS LEGEND TRAFFIC STOP BAR ® STORM PIPE & STRUCTURE NO. �® DROP INLET & STRUCTURE NO. .. y . _$� -6- R-1 ----- ... - 200 ..... ...... ....- 200 + 240.5 TC 240.5 0 CURB CURB & GUTTER DRY CURB & GUTTER PROPOSED PAVEMENT PAVED DITCH JUTE MESH DITCH CENTERLINE OF DITCH BENCH MARK CLEARING LIMITS VDOT STANDARD STOP SIGN EXISTING CONTOUR PROPOSED CONTOUR EXISTING SPOT ELEVATION PROPOSED SPOT ELEVATION PARKING COUNT SEWER (�;)-------- --- S-----------(' ; EXISTING SANITARY SEWER @-SAN-0--Q5 PROPOSED SANITARY SEWER OPROPOSED SANITARY SEWER LABEL WATER Vr EXISTING WATER LINE g" W PROPOSED WATER LINE -E�- g" yy PROPOSED VALVE -1-1 - g" yy PROPOSED TAPPING SLEEVE 10-i� PROPOSED FIRE HYDRANT (COMPLETE) t Pn A M`rhlt� ACSA GENERAL WATER & SEWER CONDITIONS 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 # ` CRITICAL SLOPES _..'.'.l .............._. 1. JUNE 27, 2019 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. 2. THE ALBEMARLE COUNTY SERVICE AUTHORITY SHALL HAVE ACCESS TO USE THE AIRSPACE ABOVE THE LOCATIONS OF CONSTRUCTION FOR THE FLIGHT OF UNMANNED AERIAL VEHICLES FOR THE PURPOSE OF IMAGERY COLLECTION. 3. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES, AS NECESSARY. 4. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. 5. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). 7. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE AND A HALF (3.5) FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. 8. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 9. VALVES ON DEAD END LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 10. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. 11. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). 12. THE SEWER LATERAL BEYOND THE CONNECTION AT THE SEWER MAIN SHALL BE PRIVATE. THE SEWER LATERAL STUB OUT SHALL UNDERGO THE ACSA LOW-PRESSURE AIR TEST TO SATISFY COUNTY TESTING REQUIREMENTS. VISUAL INSPECTION OF THE SEWER LATERAL STUB -OUT SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 13. THE SEWER LATERAL BEYOND THE CONNECTION AT A MANHOLE SHALL BE PRIVATE. VISUAL INSPECTION AND PRESSURE TESTING OF THE SEWER LATERAL SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 14. THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE IS PRIVATE. VISUAL INSPECTION AND TESTING OF THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 15. ALL FLUSHING OF FIRE SPRINKLER MAINS SHALL NOT OCCUR UNTIL APPROVAL IS GIVEN BY THE ACSA. 16. ALL WATER, SEWER AND FIRE LINES REQUIRE NEW INSPECTION AND TESTING PROCEDURES. THE ACSA PERFORMS ANY TESTING AND INSPECTIONS OF THE PUBLIC SEWER AND WATER MAIN(S). THE ALBEMARLE COUNTY BUILDING INSPECTIONS DEPARTMENT (ACRID) DOES A VISUAL INSPECTION AND WITNESSES THE TESTING OF THE BUILDING DRAIN, WATER SERVICE PIPE AND THE SPRINKLER LEAD-IN CONNECTION. THE DEVELOPER/CONTRACTOR IS RESPONSIBLE TO RETAIN A SPECIAL INSPECTOR AS OUTLINED IN THE UPDATED ALBEMARLE COUNTY POLICY FOR SITE UTILITIES TO PERFORM THE VISUAL INSPECTION AND TESTING OF ALL UTILITIES NOT COVERED BY THE ACSA OR ACBID. THIS INCLUDES BUILDING SEWERS, WATER, AND FIRE LINE BRANCHES BETWEEN THE MAIN AND THE METER(S)/BUILDING(S). THE SPECIAL INSPECTOR'S REPORT MUST BE SUBMITTED AND APPROVED BY THE ALBEMARLE COUNTY ENGINEERING DEPARTMENT PRIOR TO A CERTIFICATE OF OCCUPANCY BEING ISSUED. 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 HE PLAN APPROVING AUTHORITY. A T R 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 CHRUNOFF-PRODUCING T 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) 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 THE BEGINNING CONSTRUCTION. 2. ALL MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION'S SPECIFICATIONS AND STANDARDS. 3. PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR SHALL CONSULT THE ENGINEER AND VERIFY THE APPROVAL OF THE PLANS BY ALL FEDERAL, STATE AND LOCAL AGENCIES. 3. LAND USE PERMITS (LUP-A) MUST BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION PRIOR TO BEGINNING ANY CONSTRUCTION WITHIN THE EXISTING STATE MAINTAINED RIGHT OF WAY (INCLUDING ACCESS). 4. VDOT IS TO RECEIVE WRITTEN NOTIFICATION 48 HOURS PRIOR TO COMMENCING WITH INITIAL CONSTRUCTION ACTIVITIES. 5. THE CONTRACTOR SHALL VERIFY THE ELEVATIONS OF ALL POINTS OF CONNECTION OR PROPOSED WORK TO EXISTING CURBS, SANITARY LINES, WATERLINES, ETC, PRIOR TO CONSTRUCTION. 6. UPON DISCOVERY OF SOILS THAT ARE UNSUITABLE FOR FOUNDATIONS, SUBGRADES, OR OTHER ROADWAY CONSTRUCTION PURPOSES, THE CONTRACTOR SHALL IMMEDIATELY CONTACT THE OWNER. THESE AREAS SHALL BE EXCAVATED BELOW PLAN GRADE AS DIRECTED BY THE OWNER'S REPRESENTATIVE, BACKFILLED WITH SUITABLE MATERIAL AND COMPACTED IN ACCORDANCE WITH SPECIFICATIONS. 7. ALL STORM SEWER DESIGN AND CONSTRUCTION TO BE IN ACCORDANCE WITH VDOT STANDARDS. 8. ALL STORM SEWER PIPE SHALL BE REINFORCED TONGUE AND GROVE CONCRETE PIPE IN ACCORDANCE WITH ASTM-C-76. PIPE WITHIN THE RIGHT OF WAY SHALL BE MINIMUM CLASS III OR GREATER IN ACCORDANCE WITH CURRENT VDOT STANDARDS AND SPECIFICATIONS. 9. IF PRE -CAST UNITS ARE TO BE USED, VDOT SHALL BE NOTIFIED AND THE MANUFACTURER SHALL SUBMIT DRAWING DETAILS FOR REVIEW. CERTIFICATION AND VDOT STAMP WILL BE REQUIRED ON ALL UNITS. 10. ALL CONCRETE SHALL BE A3-AE (AIR ENTRAINED 3,000 PSI), UNLESS OTHERWISE NOTED. 11. ALL ENTRANCES ARE TO BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH CURRENT VDOT STANDARDS. 12. DESIGN CHANGES, SPECIFIED MATERIALS CHANGES AND/OR FIELD CHANGES FROM THE APPROVED PLANS NEED TO BE RESUBMITTED TO THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK. A LETTER OF EXPLANATION SHALL ACCOMPANY THE REVISED PLANS AND/OR THE DRAINAGE CALCULATIONS, WHICH MUST BE SUBMITTED AND APPROVED BY THE ENGINEER. 13. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES SHOWN ON PLANS IN AREAS OF CONSTRUCTION PRIOR TO STARTING WORK. CONTACT ENGINEER IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT FROM THAT SHOWN ON PLAN. IF THERE APPEARS TO BE A CONFLICT, AND/OR UPON DISCOVERY OF ANY UTILITY NOT SHOWN ON THIS PLAN, CALL MISS UTILITY OF CENTRAL VIRGINIA AT 1-800-552-7001. THE OWNER SHALL BE RESPONSIBLE FOR THE RELOCATION OF ANY UTILITY WITHIN EXISTING AND/OR PROPOSED RIGHT-OF-WAY REQUIRED BY THE DEVELOPMENT. 14. CASING SLEEVES SHALL BE PLACED AT ALL ROAD CROSSINGS FOR GAS, POWER, TELEPHONE AND CABLE TV SERVICE TRUNK LINES. (N/A) 15. THE INSTALLATION OF SEWER, WATER, AND GAS MAINS (INCLUDING SERVICE LATERALS AND SLEEVES) SHALL BE COMPLETED PRIOR TO THE PLACEMENT OF AGGREGATE BASE COURSE. 16. VDOT & ALBEMARLE COUNTY APPROVAL OF CONSTRUCTION PLANS DOES NOT PRECLUDE THE RIGHT TO REQUIRE ADDITIONAL FACILITIES AS DEEMED NECESSARY. 17. VDOT SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE AND PERFORMED THE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY SURFACE COURSE(S). CONTACT THE OWNER'S REPRESENTATIVE FOR INSPECTION FOR THE AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE COURSE(S). 18. A PRIME COAT SEAL BETWEEN THE AGGREGATE BASE AND BITUMINOUS CONCRETE WILL BE REQUIRED AT THE RATE OF 0.30 GALLONS PER SQUARE YARD (REC-250 PRIME COAT) PER VDOT STANDARDS AND SPECIFICATIONS. 19. THE SCHEDULING OF AGGREGATE BASE INSTALLATION AND SUBSEQUENT PAVING ACTIVITIES SHALL ACCOMMODATE FORECAST WEATHER CONDITIONS PER SECTION 315 OF THE ROAD AND BRIDGE SPECIFICATIONS. 20. THE OWNER'S REPRESENTATIVE SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE AND PERFORMED THE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY SURFACE COURSE(S). CONTACT THE OWNER FOR INSPECTION FOR THE AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE COURSE(S). 21. A GEOTECHNICAL ENGINEER IS TO ASCERTAIN CAUSE AND CERTIFY RECOMMENDED METHOD OF REPAIR FOR ALL PAVEMENT STRUCTURAL FAILURES PRIOR TO STATE ACCEPTANCE. (N/A) 22. ALL VEGETATION AND ORGANIC MATERIAL IS TO BE REMOVED FROM THE PROPOSED PAVEMENT LIMITS PRIOR TO CONDITIONING OF THE SUBGRADE. 23. CERTIFICATION AND SOURCE OF MATERIALS ARE TO BE SUBMITTED TO THE OWNER'S REPRESENTATIVE FOR ALL MATERIALS AND BE IN ACCORDANCE WITH THE ROAD AND BRIDGE SPECIFICATIONS, AND ROAD AND BRIDGE STANDARDS. 24. APPROVAL OF A DETAILED CONSTRUCTION SEQUENCING/MAINTENANCE OF TRAFFIC NARRATIVE FOR THE WORK ZONE IS A PREREQUISITE FOR ISSUANCE OF A LAND USE PERMIT ALLOWING ACCESS TO AND CONSTRUCTION WITHIN VDOT MAINTAINED RIGHT OF WAY. (N/A) 25. GRADE LINES ON PROFILES DENOTE FINISHED GRADE OF CENTER LINE OF ROAD. (N/A) 26. ALL APPROACH GUTTERS TO SAG INLETS SHALL MAINTAIN A MINIMUM SLOPE OF 0.004 ft./ft. 27. WHERE A TYPE "B" NOSE IS SPECIFIED ON AN INLET IN CONJUNCTION WITH ROLL FACE CURB AND GUTTER OR CG-7, THERE SHALL BE A 20, TRANSITION ON EACH SIDE OF THE INLET. (N/A) 28. CONTRACTOR SHALL PROVIDE A SEQUENCE OF CONSTRUCTION/MAINTENANCE OF TRAFFIC PLAN IN ACCORDANCE WITH THE STANDARDS AND GUIDELINES CONTAINED IN THE 2011 EDITION OF THE VIRGINIA WORK AREA PROTECTION MANUAL FOR REVIEW BY THE ENGINEER, OWNER'S REPRESENTATIVE, AND VDOT PRIOR TO STARTING WORK THAT IMPACTS TRAFFIC ON STATE ROADS. 29. ALL NEW HANDICAP ACCESSIBLE REQUIREMENTS ON -SITE (PARKING SPACES, ACCESS AISLES, AND ACCESSIBLE ROUTES) AND WITHIN ALL NEW STRUCTURES SHALL COMPLY WITH THE 2015 UNIFORM STATEWIDE: BUILDING CODE, 2015 VIRGINIA CONSTRUCTION CODE, AND ICC/ANSI A117.1-03. 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. 34. RETAINING WALLS GREATER THAN 3 FEET IN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. WALLS EXCEEDING 4 FEET IN HEIGHT REQUIRE A STAMPED ENGINEERING DESIGN ALSO. WALLS REQUIRE INSPECTIONS AS OUTLINED IN THE USBC. 35. ACCESSIBLE PARKING SPACES, ACCESS ISLES, AND ACCESSIBLE ROUTE SHALL BE INSTALLED IN ACCORDANCE WITH ICC ANSI A117.1-09 AND THE 2015 VIRGINIA CONSTRUCTION CODE. 36. ALL ROOF DRAINS SHALL DISCHARGE IN A MANNER NOT TO CAUSE A PUBLIC NUISANCE AND NOT OVER SIDEWALKS. 37. BUILDINGS OR STRUCTURES BUILT BEFORE JANUARY 1, 1985 MUST HAVE AN ASBESTOS SURVEY PERFORMED IN ORDER TO APPLY FOR A DEMOLITION PERMIT. ASBESTOS REMOVAL PERMITS ARE REQUIRED IF POSITIVE FOR SUCH FROM ALBEMARLE COUNTY AND VDOLI. CONTACT VDOLI FOR THEIR ADDITIONAL REQUIREMENTS AND PERMITS FOR DEMOLITION PROJECTS AT 540-562-3580 X131. _ a , ,t , >` < i� A [ jj� 5 f t((,,S,.a� f3f �, �,� - '- .. ti . - COUNTY OF 1_1I31 MARJ`_1_` ..nteixt of Gornriiitrtz;rty IJiv(lrrflm:t'nt ilelr,erart 'tt)) lm4rintire Road. 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Lt..E rt of ,t . a #d re maifttc:zar . zrfd #, t s ry .: _ t c e 1 l ... _ t. t r a { ., " r l.. e t x fi i1. iri' . ext ttltP re, .ra It t I � ata lda na: Izt 5lrn an., add a win t� the caci tun snn It a?3 adt t c a at t t � to f 7 circulation • re ri) asc ..n roc rns t , .oral of 3J roE� Tt5 lzI ;tdd ttr.,'t )fire illin e1 to.parking and ctrslrlatic t a ) d <r t �. U, t 1trC ii., < .U?3 tf,,,,i,t t Fitt .)1. t: S.t[Jt#.UU(z (i �t)L nz tlFw:.11ivart€za. fit<Grrct. l"ax :�a• l 5 ei-) J Jv.{ t { . iJk A wU . f •earl t...n' r r t is1. e,rr `t a r r l .,d b 'the 3, a d ,. adr, nEofi ,at.'tfle attach el I .r. ut e n a ct Ire} cal p 1z 5 I t'. ) # t r Board r. f tit) rs<t4or-s tc ok action on tU. t t#a :Ito lr 1.11enEaa e'Gn rt 13 aid) Q a. Yft'rasc LL . d4iaa;ta itt a l n the z l t t ` ) . 1 v rt) ' 1 f ilv fir' tit ►rtiti# .. i s f i,l s r 'Er t :.H: EOY d, I{a ! rr zo wet ra ita .l u r no use on the .r. ' rt S a 't t ilk a b i a l 1 n# isi lr f Y> I t t < nr ties^ ' )'a ' 1 iiia l:'�r:n � :e` • > I a za e, artiti rfs hatYe iieen. tta>'.t. Ill... r. , a 1rza.l.l.a. tzyj )ri..a � tc rs� .avLt a i n o i 1 • i.SM'; iratviE :Ult a ap zr�ipvag of and erm it )liaac; vt'ith a :;l"UV 1x1,,,k or a .S1."I.. F1.,AN �ME,NT)N1E NX, and lI... 1 Ok apltroya.l taia 4ONif^ (:; C..), vil'l [A?Sii E Cl<.EAllAi (;L:'. )'3iit S1E'£: "bG ': r?fl#.t'.a ,i. e:,<; :,i5 di+:)y4 t;;.1 nt ttElS. a 4. fit i ,t , `.=z'tii1: or it�: r(}u ha t<' E�.tl st ztill '.r�i.=, rsilti ? tlE1 .ib'i:t'e.- l1. S 2 Jlsttel;.CtCF1.1..'<J:d.Cr..'itft,taE.t{,lJCf,ili.<ft!CtrlCktf47it�{)~a� £'At.ts: r1. 8inctrely, ^ F 7 l '1 ` , r' �,,, ;` t. C�`cga[ '*,f.dostup,kktC1, Princiba: Plainer finer Ylanil )?, Divisi6n 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. ALBEMARLE COUNTY - CRITICAL SLOPES DISTURBANCE WAIVER 1. A CRITICAL SLOPES DISTURBANCE WAIVER, SE202100012, WAS APPROVED WITH CONDITIONS BY THE ALBEMARLE COUNTY BOARD OF SUPERVISORS ON MAY 5, 2021. ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT OF WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND MUST BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL:VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). Albemarle County Engineering Final Plan General Notes Page I of 4 ALBEMARLE COUNTY FINAL PLAN GENERAL NOTES General Construction Notes 1. Prior to any construction within any existing public right-of-way, including connection to any existing road, a permit shall be obtained from the Virginia Department of Transportation (VDOT). This plan as drawn may not accurately reflect the requirements of the permit. Where any discrepancies occur the requirements of the permit shall govern. 2. All materials and construction methods shall conform to current specifications and standards of VDOT unless otherwise noted. 3. Erosion and siltation control measures shall be provided in accordance with the approved erosion control plan and shall be installed prior to any clearing, grading or other construction. 4. All slopes and disturbed areas are to be fertilized, seeded and mulched. 5. The maximum allowable slope is 2:1 (horizontal:vertical). Where reasonably obtainable, lesser slopes of 3:1 or better are to be achieved. 6. Paved, rip -rap or stabilization mat lined ditch may be required when in the opinion of the County Engineer, or designee, it is deemed necessary in order to stabilize a drainage channel. 7. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic Control Devices, 8. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe -- Class 111. 9, All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR Part 1926), (t - -F I z,.� i t .rtt�N >; .� a.IRP(ic�vE sp zol.ti-tl i. k sw1(:'IC tiA:.l. A�t) ('i()111' C1:,1'.1.3 WHFRF44, wl ()usher atKe,.4 iiA l-ail.. Ricci an:aApplicat,ic)n#toorrisnila:pXg., i f.isl}-trf;ftrI. Es€ . 3. f t F ,.� E -r r _ -# t ` is - find special perritztf5l: UU#30JJ3<_)tcr.Laxlat.i:<irccl4.t)iiJUfJ.J.J.�U J�t3li1,(l8{?JU(l[l-t}4J-tt6QAtl,<_ U£i()(1()A)0t t)U'-()QP)ft() t€t relsft;:iti £incl <,! ark °he ; >a ar'.t1 firth-,,,'-cenfer ;add ai o€)l liar, E L 'ancI t.tir Eriez;;= . _. ..... £ P .. , .. .. P P - e pl nut, add it azs 3' hiautten we a id lat -idry btdfdiuz rctr.� dte the C&JAfzf}, tr: taturint ttl a stood -alone 1zrrplrl;rw} r; r - rr : - d a. ., e •'t . ) fie. �r �•. �I 3.ILadd 1• lai It:'- f1..i4'(.l i7 . t t. S.haF e to t# Y ;t%'. air.$ aitd Gztl1 a wiri' to the exasa7t rt Ia fci ition r„r z . � v # s z<.k 5 Gtrk , f. c [ is k: t• T " f ` "...tt 1 �. "i E... l^.z"1. Idtznia.ftl:1# dS .�. e•`ial # . C lxt.r£z,..t.l,t i3 JtJittt# i'iC:Sti'Ylu^. IIa<l an.l {,�#- (,.lal LrrL Kitt �s , atia3 the. apgli art to la. .. � . ) t t Y. { f Si)23Jt8 #( ..11,atad 3 .:.. 't4' iTERE A S, on, N1 .: 2, 2(# 18,.a.f E r a c t 1, ttt)li� t l pntt3. c lcxariarg fttL ,A IL?crnarle ;iiitair # Irtryarrt1. tl 1.CQftart#.fission r �; Qrfu zcnr#cci a s rr,14al of.` l' 201.8-ill with conditions recC�tnmetided b? swiT: and. IP .. . .. remutriendei mirior :ran c tv the C oaceptiral.Pla " mid WHEREAS, wu'nsef.3ucpt to th .N anniiig t. ornfzrissioi,l rnect ng, the Appheant --,Ub fitted an updated {` " ) y June # '8` t ai :, i`slt ad resswf the Plan. ttit.l (t�nlir)is.I,on t,("�,)ri)nYertitrFti6.,I oft) gtrial t. l Eat dot ,# . un, l l., Zt 1 h t fkrt , y n g Ovot uh:an cs to the Co ice atzial .Pjan liriY, e er the )i 1;itexi Coll n:e )trial Plan. &n.11 ine;l gdd.it onnl ,�ha-agps #1. v c r eaa r,rf o h t is i Ir n I.7# that �. etc not ,_ rtstdt,::crl : v .hc.Pta,in_n ..)a,t l 3 c WHEREAS. n Jaly 11, 01 t), ('zt A,t)ot it,e C'.outity 3oartl tut Sit cry isgrs twId ,a dkily tt, •ticcd public hearing, on SP 20'18-01. t It)N TIIE<ftL',hORI� .;fiF• 11' R, SO ED tLrat, t..1 on cutisid.crat ou of the, fiaru g:yin r Lhr�,Ntail' . h, . .:... f rc t P ( f find all ,a#' s attai ttzrzL i.b ill tz)$ zt trio tr�n'i'i sF trtecl at tlry ul. izc ,. it uxt zt a ed i r S 2# J# z, } p p i� li e t r c{ t# L a>ii i ' t r5.1 !; t a a )ccaal usL � xr n ril tsiai'!v (,sxuzit . (. )t .. 18-z3.#i tli5. <�i x<tna,1 c anti tl. e laLtct ev�ttr t G > y l Board. at Su tz'�isurs herdly a) rvvvn SP 201,;-C3I;; subject to the. colodittoils zitacbed.lraetfr: ijts.l.id.tzt,. 1? l l? .3 _ . ,, 1 { .t z ` t Narrative ; J c< is tl<. _ . ; f'it i t. t:e`. #' t;i�rc::� .iital Plan dated 3z nc l l 'Zftl an i.thc'T 7 art, ttve 5 at i n ry . ....n1zt7.in< l }hic.h rrferLtz .i nlr _ �P 201,8 is1? tt,Afvd ltinl I#:, 20l.I3 . , f - i r ;. C i r# th'ii ' the f .re nli fr vr'trn z:t true . arms Ln 1 aitsiettc K, l., ar _r,e,z ci ; lieieL, c ., # t# t . U.. YE ! r t i ,�r.ll1..z . r.lra lttl ;�sfsl ir tfhtef.3t;artf.3 . ,t,t er' i. .a sa, .�.l�na;rl..�,ttntv',�Jrft.ntr, 7yrt t_� lttic.kt'r>*rt.;,e:._ _. ..... a.rc�i rilefl.. .oat;tme tnI11 I µ�lo<Irt.1?.tJA.6,�"-'g,?v&,o4r1_,_ f J P ('l, ,,., l-,t, tCa !:, :,:titrrFE { :irtnt.rvris ti°° V#r; f)iil Ab gout. ;fir: Gallaway y .... ,..:. Ms. NIat#.lek ., Ms: MvKeel: Y. NIS,1 Wme.r ..: y Nir, Rai:tidolpfi )' SP40..1849)00i Keswick Hull uitti Golf Club t.<undition s 1. ") Z Development It,.e z zw#I C. rziI. .+ ' 4 ! L lollrrta;tt and n aL .,, tzrath the t:�ncefatrttil p(a�i tzfltzd f�r.v�vtck i-t�til � (,7 lf(.l.th x x <t .t �; ;c a L sc I ez^;zt<t.e I,a) ai l to ' H. `rKe � t 8 s:r xa c'r z ( t art HA rtvri SiIs3 dated laz)r t 1 flu L ft C anc.e :tltaG Is p � Y.. , V i .an and .naarati.1 . G.<ttcti..�s,,v tt:.?� I CII.and Go C iril� Prii'te. l*F.;xr'dt."t4 � fheru ttet "l rtatftie:" ), _ }. J a . t , 3 t i i` .d Janaiar ' 6 J18 u r ft.cd 31i . .,e } # {i, , nrr i ,, ..Qzi�, as dL�tcgrTtiu�t;l�;w the t�3i.eLctc-r c�S";vlanrzi.�ig' and €F;e 1df r t.ii�- 1. Ga1f;n r . n<rast z , ' .. �•: i ,f..: hu r�.12u:rar errs and r c r ' ss ) )s. tt tar uzrl a.)d at us„ ttwe5 shall not consume. e v4ate in exc e s t i x Ui m 1. faermitled capacity of th., E'xiJtinf, water1. .�sys ow1.. {` 6 t"1­11 gal.onS pcz dory) Mid :',W. age, SYAC n (0,000 galldrta pvx uaa ): It the cenuaz water or ,s,Lwetargt ;y,� m roust €,e extsxidtif to mi t exWiti ; or futurc> �:r , _` s e n d td t ,e ; ,-hear l.at:ttnt.s .lz.,a 15 . ' , txtn forces k...fti u,�5 rs, l a � d obts�aitt:tell €recesstirv1. a .ro < Cs ex � turn h e , t# v� for ar [ p , _ is i~. lzp a Y' r ti]' G Y { , 4nf ti[ tr`' e, is "i vi eu'stz,z _cx 1.1 fr <r< L) azlrrunt utliLaf<lt the-i`ir ini�'lJe artrtca`rr tx.-cz. ronnlcntx�.t . ualtty f. P !) <. r r s and lc t�ihema.le ,.stint Board, l ^: 4i i f ) a ti a � t Sti r;rviscira. <'it) ex ,roar. s rl o the. � �:ntral vratc, < r sewerar e a,v.yGcrn _ Y ii Y f i s t:' ,, to riieet ex istintg or futnrc dchumd for residetiba.l u.st,.31tal1 be: ,v lcly for;the,, rase Qf resideu ial realer:;. 3. `.l1e apftlicant xl.,ml;sci: is and obtain all fiec aysary zrtprravftls by the Virgt,:tia DJ-_pzrtuj:e t of Health: and F" '� A lbe iarldf `cuttty " rre I€es 3r. Ue aitrLrir zrt .rsr a mti.tter s stem !fit) vwei tent to ;ttr . ort dedicnted # Y 1' t'#?1. hit ri roe tt as ileac l E d rn t.Lzc t at s 'e I l r 2C i I 1 )tool .. Lt . rt T c znd 4Va:,tewat= r # acrizti , t date for a r p P F�t!s:SYtck Kill & G lfClub frzr L)a.,4i b Tiirmctrs ,'ji-ou rlatctl I)r cernber 1, 2U1.:' and two1. d -March I J _: s 1.k z ,w R e o 'r UP . ,her tnafter t€t,. 2C.,.. 'sVtlter, . . , "v`<"t r l '" a ore; a hirilt#ix eflir:it tt r the: s a)t r�L Ian. }b f af) prop tit irT.PfpvtNtnents i . , t> led il) kyl asc. #A. of the 2t1f. 1'ateif 1'Va.9 ewater 1. all nlay by ssncd. l�f:rr er:rtlfi a2 :ti v •., tii' cc crate for the i fiver s .4 r .o c. o rp y i lzrpn. t tit to l t as . #t� abaft liz zssuedp)itar tsa f1r s.mfal tz.n �itftr: afbrementier7>iv v{a;cz s,ysten. i:irztpr.svLmcct;: , 1 s 4 The a f t ar.t , to l ,k.L(' d s)btai n a i t c1.ess<3r it • vatl�; b > tltc ,�tll)c � r County L3 rt l .. sr aria Itd z. )at.# sii' le >h �z . r Su ezw i aro fcr a z.Lr v t�.in. rn .avemort to Sil r )r,rt a arzrl.:3 ai.rrnt .e `t'r x tt <iLa act u€fihew`atrr.r p p" i l P # p ., dttitrrl711.tf.r1 Yt x,,. kit 5 LiS.It;)CC<til the-.wtll.r.atersrw:£SIC <.Y£.r a , Jk<f TL an btcitdui �rn)tt.tt)rtLt4` _ y b lz t v .c st ri 'rm ro Lrr nts de zc rihed u #base n ti afire ntcnt.is rtr #' ma i , r t � lFt. l c d ,xn be rs;tuefl..l+fs7 cr:rt fi5..<tsr of€r'c6pawy' litr Crr irrflroretttcnt<, in'#'Pzase_11' shiill be issli d prier to tfie approval ofthe Virginia. Departrile at t)t I icalth; thi,, v it"( ,inia 1.}epartnie i i)f A.l�azvirtarrtrafyrt�i 4ittzliity, rltbcatiar#c C;xa7irtty lr#re. f._isE ue l)e .!'rr en :znfi _ . ra Cfioat r3f ifte. xf t r teattir zccj wa# r s a Ln7 #zn r5ve€nent. t Ezr .t.. F A s< _ P r t I2 �'< - - s 1. ri q r, . Il #3e sua t eii a d it i i l u l .. ifa n i5 t sLia eI 5 d rt ft a oti€ c# sultdlt t3#eii lot sil.3ll lie tee .rz s _ l) P s' �.. P, tc u c t , x 1. r c . r r f ': a aiznlc tat t, ,iJso.) tra<c to riot , tarts#`a titer 5 f),lzc I Iazttzng tJircetpr ant! C..rrrnty i <rzfitt cr ,Ixat .flt,.ex3sts.t� r,isxiittal w,ztt .. 5�tern c..n.tt�c aril approved istvesi by the i ,nis FJe aatntenfi. of Ite.f a s s „ � T'p ., rg� . p __ ., >f` ai. , )trait pct�ullt is arttttt 6#cd or suc i subsc tseazt' is TTrrit'3.) rrr.e.. i Y, nieiit ef':Il�lt} bi isioi o ` J .:: r# .. p i F .... 4 yips« :rrgtnia.i.)epart o, . lv.._. z .# t3 €rt r ri g o x ' 4 3 ) 4' Supply Frt eeztal arid t tfze f3i.r< rd f , la v. era 4e r :�a i I S crvttis.rs is a ytlahlc a�tld ode - u ,. r, a. �f , tai lots. >}... at t ry i PP ice. r; p ?i. ,�cll.'as all jxustn itnprovem-7.nts, ass.M_) x.t ti lts s, anti platted.lcfi41 �ritltriut u mprrtrri .sivg sirt�attc art<; aojazt ent o sate wel< Wate1.r L,PplFc IA:i doing herein §hEkil ffuar°)unites= aippi to al e)t s(wh ayiendme'ut or i:271Iit. in 11 nia!F? ' t i.l5.de.m,-,. r.hfraiiCn7. uric a li,eation stroll Gso test rocdujure-" approved 2roved b the vir`%'Ilia. I - . p@ P Ll., Y . f . .:. Uep(twnent't_fif f t ltl.1 attd Cite t ni i.i<y T,i '.zrsi r: €i r, (fat Tor any rv�tat#tart ttnu: #l.a s)n iht* prgp4J ty open 1.10 tlic sect crai public, lCeswikk Ha xnd its associate fac:ilztze., .,hail be used only by tf:e guests of tuts i)zn azsd their .irtvats:c s, attxt metraf erg sat"t!) . Kd,iwick C ou:nu.y (. tub atid. Llzcir isivT' LC.! .. In tilt; event i)tat the ,sr , siructizr+ r) -;w Ivaty� for vaza.ic. tit... " e:sai:[ ttsiz pcnnit is assricd a not f:rarwnensed rm or bel' ar attire .l'l, 2020; it shall.k- deeinad abandoned and the permit tcrzninaied, :I'.tzc tern; `=conitntmccd'' zrt.uzs "wwnstruction of and. t ta-ttcttirt necessary to the use of the, permit"_ S. All pa).rkifag arms vs4iblzsh,ed or. expanded after July # t, 20 # H shall cA)mv with a niiiihilum 25-row e 1>a le. 9. Keswick Roa l s UJI lC the priurary asccess, ��1 �2� ' h 114 ��i `, f_-) CIz1-x:(G_V,r 1. K0 '1.ARM'U > Lic. No. 0402048507 ' 12/ I�/ 21 �, �' tr r1 M E 0 N o N N Qo > E LUa) E -- ' � U ai 3 Q 0 3 0� L� w O la ,� Q_jUOR a_j_Ln W 5: O- C)N (D W N zI~czor .- O �x 0 a = U_ v c = V < Ln t_ a Ui C 0) rn O (V Ln a- M v 00-1 ko� vi 0 U 0 iz = i- 0 w > w = U z 0 U) > FY ZD 0 r Z �� �� O W W a U W W O O U U W Z Z � C) O O � � 0 U U � _ U-)z Z O O � � LU O O Lu � E O O O O > > V) � � j Z Z � � a a j " " " " N N N N 0 0 0 0 � ���� Q � to o � �-,-,� O"r4 N "r1"" DATE 911012021 DRAWN BY J. DENKO DESIGNED BY J. DENKO CHECKED BY C. KOTARSKI SCALE N.A J O O 0. Q V / J J 1� Q Hq r F- Z LU 0 0 U W 06 LL Q� �/� VJ W LU U ca _1 Q O � z 3: V ) LU JOB NO. 40241 SHEET NO. C1.0 !� i WE ,v 0 3 ru 0 O 2- 0- C 2 `o O a, 73 n 0 M a m r_ to a- C_ 0 0 3 C -0a �O acj� 0 L(9 2 z a) O w2E 0 C:- t- T t° o E C c a> ,N c tL o o_ tr a, 0 3 V) z O 2 2E a ;� x F d a, o w r m 0 0- 0 '- 3 0- rn 0 c Y 2 U N a) O 0 '- - j 2N M_ N OU c o E -0 U M -0 of 0 E- �'O ca� o -0 U O 0 0 ._ M U -0L CU N N _ O O (9 U n o a) W �2 0 E ISO NEEDED FIRE FLOW CALCULATION Engineer / Architect: Ems--- tP Date: l;z/17fC}21 Project Name: 111~amA P e I Calc By. D n c CONCRETE BUMPER BLOCK / ANCHOR WITH 5/8" REBAR .. ........... IMBEDDED 24 IN GROUND HANDICAP SIGN Type of Construction = ' T e Ilia n ca E tt... 0.. LOCATION (VAN) Y.p .... yp.. _ ... CONCRETE SURFACE Class of Const. Coef. F = _ �i 8 ...... .... .... .... ASPHALTIC COURSE SM 9.5A HANDICAP SIGN f _, _ ....................................3 0" INTERMEDIATEBASE COURSE BM25 0 LOCATION j 1 (TYP.) Ground Floor Area = `12� SQ. FT �� ......_ ._._. _ _.... ._. ..... .. ... ...... 0 0 - .._. # of Stones = 1 Total Floor Area (A;) = y,.. SQ. FT o 0 0 0 8" TYPE 21-B AGGREGATE SUBBASE COURSE EOP 1 PAINTED 3 0 0 0 0 0 0 o PER 2% MAX.' 318' Fire Consideration Area: Construction Factor, C, s sY ` .. ........... . CG=18(F)(A;)o s VDOT �-4" ......... _......... ........ - ....... `_ .. ... ~' SPEC. COMPACTED SUBGRADE Rounded to Nearest 250 GPM' ��$ l 5 ........ ................................. . �.. -----� ...8 ' 8' 8' _ 8 Occupancy Factor (Oi): _........... DENOTES HEAVY DUTY ASPHALT PAVEMENT ON PLANS TYPICAL VAN Type of Occupancy - _ C S v w_ _'� ACCESSIBLE ACCESSIBLE �,.,_.__� „__..____.. . HANDICAP SPACES Needed Fire Flow: Max. (X=P); = 1.75 VARIABLE WIDTH' ...... MAX. CROSS SLOPE 2% GPM V4. Reduction Value£GPM /\ Y 4" 3,000 PSI AIR -ENTRAINED / CONCRETE COMPACTED SUBGRADE 4" TYPE 21 B STONE COVER DENOTES CONCRETE SIDEWALK PAVEMENT ON PLANS NOTE: SIDEWALKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH VDOT STANDARDS. THE COLOR OF ALL FLATWORK SHALL BE "UVA CANVAS" CONCRETE SIDEWALK PAVEMENT SECTION No Scale . .............. y 2.0" BITUMINOUS CONCRETE SURFACE COURSE - SM-9.5A 8" TYPE 21 B AGGREGATE BASE COURSE COMPACTED SUBGRADE DENOTES LIGHT DUTY ASPHALT PAVEMENT ON PLANS LIGHT DUTY ASPHALT PAVEMENT SECTION No Scale 2' FROM FACE OF CURB 6' LENGTH ANCHOR WITH %" REBAR IMBEDDED 24" IN GROUND; 2 PER WHEEL STOP PRECAST CONCRETE WHEEL STOP No Scale TYPICAL PARKING SPACE DETAILS No Scale R= %4" i CONTROL JOINT SPACED AT WIDTH OF WALK (MAXIMUM) `FACE OF CURB 4„ PAINTED STRIPE 9 (TYPICAL) i i_ REGULAR SPACE a EXPANSION JOINT AT MAX '4.: OF 3 0 WITH PREMOLDED EXPANSION FILLER i CONC. WALK f { m. tee. --� - a• ... ° 'a - .°°; Via•' ' '� --- COMPACTED SUBGRADE 4" 21-B STONE CONCRETE SIDEWALK JOINT DETAIL No Scale VAFPM ANCHOR WITH -/$' RCDmm IMBEDDED 24" IN GROUND; 2 PER WHEEL STOP GTH 0.5' FROM EP PRECAST CONCRETE WHEEL STOP No Scale 4" TOP OF CURB R=2" o a a a SURFACE::::::::: VDOT A-3 CONCRETE BA E S CONTINUE 21B STONE BASE FROM ADJACENT PAVEMENT SECTION UNDER CURB VDOT STANDARD CG-2 CURB No Scale *THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3" (15" DEPTH) OR INCREASED AS MUCH AS 3" (21" DEPTH) IN ORDER THAT THE BOTTOM OF THE CURB WILL COINCIDE WITH THE TOP OF A COURSE OF THE PAVEMENT SUBSTRUCTURE. OTHERWISE, THE DETH IS TO BE 18" AS SHOWN. VA. SIGN FOR THE DISABLED ON 0.80 GAUGE ALUMINUM. COLORS: GREEN BORDER & LEGEND, BLUE SYMBOL FOR ACCESSIBILITY, WHITE BACKGROUND. SIGN PBVIII Tf PmTY $W - 00 RISE 01- MO RE TOW AWAY ZONE TOW AWAY ZONE VAN U ABOVE ACE 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. STD. U POST GALVANIZED POST TO BE DRIVEN ADA PARKING SIGNS SIGN AND POST DETAIL No Scale No Scale EXISTING PAVEMENT PROPOSED PAVEMENT a SAWCUT THROUGH a MATCH EX. CROSS NOTE: PROPOSED EX. SURFACE w SLOPE UNLESS OTHERWISE PAVEMENT MUST TIE X COURSE w SPECIFIED ON PLANS IN WITH EXISTING W & REMOVE PAVEMENT PAVEMENT PROPOSED 2' MIN. SURFACE (COURSE EXISTING PAVEMENT MILTLEX. SURFACE COURSE :ACOURSE SAWCUT EX. EDGE OF PAVEMENT AGGR. COURSE PAVEMENTREPLACEMENT JOINT 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 24" ST OP (TYP.) 12' STD. (VARIES) R1-1 NOTE: STOP SIGNS TO BE 30" WITH STOP BAR DETAIL HIGH INTENSITY SHEETING NO SCALE 2' 7:7 v SOLID WHITE LINE /�j//\\/ �r--uSj�� j /�� 6' RIVER STONE (12" DEPTH) 4" PVC PERFORATED UNDERDRAIN GEOTEXTILE FABRIC I � 2'2' ---i-----I (TYP.) (TYP.) DENOTES GRAVEL FILTER STRIP ON PLANS GRAVEL PRE—TREATEMENT FILTER STRIP DETAIL FOR PAVERS No Scale STRIPING AND SIGNAGE DETAIL Y z,,ic. No. 0402048507 0''0 121 I/ 21 ' M E O p � v N � N C OE > ai E w ~ V 3 a aLL 3 LL W o @o ^ Q J U� Z ti rl O Z Z a U) N N a ww U W W 00 s O Q Ur)w U U LL = O O N N >Ln `° 0 ��OO o0' 5 E a Q� ck� V) U-) C) W a a O O O O > w > w ui U), Q� Q� C� > j Z Z Z) w w Q Q O Q �Qa � a (D > j 0 2 > W N N N N W Q �r1 � O 2 Q O ti N z O DATE (n 0 911012021 O DRAWN BY 1. DENKO • DESIGNED BY • 1. DENKO • CHECKED BY . C. KOTARSKI • i SCALE N.A • CL 00 O L� J J a �--� 'a z LU O 0 U Lw 06 L J ,^ Q v , 2: LU Um� QO � z Vl W JOB NO. 40241 SHEET NO. C1.1 3 c REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL 36"MIN LARGER THAN 5" IN ANY DIMENSION 24"Mi INTIAL BACKFILL* 8"MIN (6" LIFTS) EMBEDMENT * THOROUGHLY COMPACTED SPRING LINE76" BY HAND OR APPROVED MECHANICAL TAMPER OF PIPE HAUNCHING NO. 68 STONE BEDDING 6" max 4" min FOUNDATION (SHALL BE REQUIRED WHEN SOIL CONDITIONS ARE UNSTABLE A&%w1w%%ftALL 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 DI-3A, 3B, 3C ,-FOR DETAILS OF INLET PLACE 5' GALVANIZED " WITNESS " POST WITH SEWER SERVICE LATERAL CONNECTION NOTES: 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE CAPPED ENDS PAINTED BLUE IN REMOTE AREAS JUNCTION BOXES, TRANSFORMER PADS, PEDESTALS, ETC, AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS INDICATED THE TOP (CROWN) ELEVATION OF THE SERVICE A AS DIRECTED. MARKER LOCATION MAY BE SUBJECT SHALL NOT BE LOCATED WITHIN THE RIGHT OF WAYS , LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE TO HIGHWAY DEPARTMENT APPROVAL. VARIES TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED TO THE MANHOLE. FINISHED GRADE 2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL 5' S' BE CONNECTED USING A PIPE SADDLE. 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% (1 4" PER FOOT) 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER 2' MIN DIAMETER OF 4". _ I �. I ADJUSTABLE TRAFFIC RATED 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER I ! I i VALVE BOX W1 LID OF 3 FEET. I I WATER SEWER LT SALT M TREATED GROUND 2 x 4 MARKER z � � z LOCATION OF OTHER UTILITIES � (GAS, ELECTRIC, TELEPHONE, CABLE, ETCJ EASEMENT WIDTHSR WATER ❑R SEWER ONLY - 20' MINIMUM _ _ M.J. GATE VALVE WATER & SEWER 30' MINIMUM PLUG END OF T MAIN LINE SERVICE LATERAL SECTION 45'0' 0" SEE PART 3, PARAGRAPH DI SEPARATION OF WATER & SEWER SYSTEMS, WATER LINE 4 UTILITIES CROSSING A WATER OR SEWER EASEMENT SHOULD BE AT 2500 P.S.I. 90' TO THE RIGHT OF WAY, E IN LINE WYE!VARIES CONCRETE �' n 2'x 2' BEARING AREA. LAN THRUST BLOCK •, •4, • d IE Q Q SEWER SERVICE LATERAL CONNECTION UTILITY LOCATIONS 8c EASEMENT WIDTHS N.T.S. NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. NTS FIG, S-2 FIG, W-1 TYPICAL GATE VALVE NTS FIG. W-5 EXPANSION KEYED JOINT CONST. BARS 1 . � �I•T•: YYrYrYYYYYYYYYrYYrYr•_1•��IlYrrr� • EMI.........� ...................� Imp I-„ 20' f -- B BAR _ HARDWARE -BARS -F CLOTH + WEEP HOL o SEE NOTE I i STEPS.'SE NOTE 5 1 TION A -A r KEYED CONST. JOINT 2" /" WARPED CUTTER BARS A APPROACH GUTTER BARS F BARS E L,..-. B iv - i1HDIAMETER . > BARS E WEEP HOLE FRONT ELEVATION BARS F 6•' 1'-a•' 6" BARS B - - - (GUTTER REMOVED) tI 3'-0" 5XI/4" BENT PLATE \ SECTION B-B /i R TYPE A NOSE DETAIL SHALL BE USED WITH CG-3 & CG-7 STANDARDS. L21/2"X21/2"X'/4" TYPE B NOSE DETAIL SHALL BE USED WITH CG-2 & CG-6 STANDARDS. GALVANIZED TYPE A TYPE B 'N/2' X 4" STUD SHEAR CONNECTOR WELDED GALVANIZED PLATE FOR TYPE A TO BE BENT ON AN ANGLE OF 68. 30' TO ANGLE IRON AT 2'C-C. CONNECTORS AND IS BE ANCHORED WITH /2 X 4" STUD SHEAR NOSE DETAILS WELDED TO BENT PLATE AT 2'C-C, 2„ APPR. PAVEMENT 01.3A L 0I-36 L UI-3C L WARPED PAVEMENT I� S I = I FLOW FLOW ( FLOyy 1•_0„ 1 1 I DETAIL WHEN USED FOR USE ON GRADES ADJACENT TO CURB FOR USE IN SAGS WITHOUT GUTTER BOTH SIDES TO BE SYMMETRICAL SEE STANDARDD SL-1 FOR APPLICABILITY OF SAFETY SLABS. B STANDARD MH-1 NOTES FRAME & COVER THE TOPP OF MASONRY BE LEFT SUFFICIENTLY LOW TO PERMIT T PROPER ADJUSTMENT OF COVER AND FRAME TO T- GRADE BY THE USE OF MORTAR OR T BRICK AS DIRECTED BY THE ENGINEER. I U// -i �- I %///ice--- • . - . XVDOT SPECIFICATION SPECIFICATION ROAD AND BRIDGE STANDARDS STANDARD CURB DROP INLET REFERENCE REFERENCE SHEET 1 OF 2 REVISION DATE 12" - 30" PIPE- MAXIMUM DEPTH (H) • 8' 233 t04.09 08/10 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 302 EXIST GRAD METAL INSPECTION FRAME W/SOLID LID (NEENAH R-1975 OR EQUIVALENT) _� 3" CONCRETE COLLAR CRUSHED STONE BEDDING 6" DI CLEANOUT PL UG AT END OF LINE CLEANOUT DETAIL No Scale 14 nurxrc DIAMETER =•4'-8"+(2 K WALL THICKNESS) SECTION B-B BRICK CONCRETE OR CONCRETE BLOCK HALF PLAN VIEW I MH-1 HALF SECTION A -A (WITH FRAME AND COVER REMOVED) BRICK CONCRETE 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 I'D 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 1 0.45 1 - 0,582 MANHOLE FOR 12" - 48" PIPE CULVERTS VIRGINIA DEPARTMENT OF TRANSPORTATION (1, 2) INTEGRATED DUCTILE IRON FRAME & GRATE TO MATCH BASIN O.D. NYLOPLAST DRAIN BASIN WITH STANDARD GRATE B A NOTES: 1. QUANTITIES SHOWN ARE FOR MANHOLE WITHOUT PIPES, THE AMOUNT DISPLACED BY PIPES MUST BE DEDUCTED TO OBTAIN TRUE QUANTITIES. 2. A BASE THICKNESS OF 9" WAS USED IN COMPUTING CONCRETE QUANTITIES. 3.INCREMENTS TO BE ADDED FOR EACH ADDITIONAL FOOT OF DEPTH. 4. MATERIALS MAY BE BRICK, CONCRETE OR APPROVED CONCRETE MANHOLE BLOCK. 5. IF BLOCKS ARE USED THE MINIMUM THICKNESS OF SAME IS TO BE 5". OTHER THICKNESSES ARE TO CONFORM TO WALL THICKNESS SHOWN FOR CONCRETE. 6. ALL CONCRETE TO BE CLASS A3. 7, WHEN SPECIFIED ON PLANS THE INVERT IS TO BE SHAPED IN ACCORDANCE WITH STANDARD IS-1. THE COST OF FURNISHING AND PLACING ALL MATERIALS INCIDENTAL TO THE SHAPING IS TO BE INCLUDED IN THE BID PRICE FOR THE `S`TRUCTURE. ROAD AND BRIDGE RISTANDARDS REVISION DATE SHEET 1 OF 5 106.01 / �- IS"MLA L^WIDTH GUIDELINE 8" MIN THICKNESS GUIDELINE MINIMUM PIPE BURIAL (31 VARIABLE INVERT HEIGHTS DEPTH PER PIPE MANUFACTURER \ AVAILABLE(ACCORDING TO RECOMMENDATION (MIN. MANUFACTURING (5) ADAPTER \ (6,7) TRAFFIC LOADS. CONCRETE SLAB DIMENSIONS ARE FOR PLANSHAAE OFF) REQ. SAME AS MIN. SUMP) ANGLES \ GUIDELINE PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST BE `� VAHIABLE O"-350° DESIGNED TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS: ACCORDING TO TRAFf IC LOADING, 8 OTHER APPLICABLE DESIGN FACTORS. PLANS SEE ORA'NING NO. 7001-110-111 FOR PION TRAFFIC INSTALLATION. (4) VARIOUS TYPES OF INLET & OUTLET ADAPTERS AVAILABLE: 4'- 30" FOR CORRUGATED HOPE (ADS N-121HANCCR DUAL MALL, ADSIHANCOR / SINGLE WALL), N-12 HP, PVC SEWER (EX: SDR 35). P`JC D6VV (EX: SCH 40), PVC C9WiC905. CORRUGATED & RIBBED PVC WATERTIGHT JOINT (CORRUGATED HDPE SHOWN) J 1 - S'-'30"STANDARD GRATES SHALL BE DUCTILE IRON PER ASTIA,15i6 GRADE 70-50115. 2 - I! .30` FRAMES SHALL 3E DUCTILE IRON PER ASTM A536 GRADE 74:405. 8' 3 IU' STANDARD GRATES FIT DIRECTLY' ONTO DRAIN BASINS Yv1TH THE USED' APVC BOD"OP. SEE ORAWUNG NO.7001-11C-0ii. S - DRAIN BASIN TO EE CDSTOM MANUFACTURED ACCORDING TO PWJ DETAILS. RISERSARENEEDEDFOiR BASINS OVER34'CUE TO SHIT?ING RESTRICTIONS. GEE DRA''NINGN0.7001-IIOU65. 4 - DRAINAGE CONNECTIOtN STUB JOINT TIGHTNESS SHALL CONFCYRM TO ASTM 03212 FOR CORRUGATED HCPE (AUS N-12,HANCGR DUAL WALL), N-12 NP, S PVC SEVER 14'-24'j. 5. ADAPTERS CAN BE MOUNTED ON AN'YANGLEW TO360'. TO DETERMINE MINIMUM ANGLE BETYIEEN ACAP i ERS SEE DRAWING NO 70-11-110-012. U - 12'- 3Y STANDARD GRATES SHALL MEET H-20 LOAD RATING. 7 - 6' L IP S tAJJDARU GRATES ARE RATED FOR LIGHT DUTY APF'LICANONS ONLY: NO CONCRETE COLLAR NEEDEDFOR LIGHT DUTY RATING. (3) VARIABLE SUMP DEPTH ACCORDING TO PLANS F_ (6`MIN.ON8"-24",10"MIN, ON 30' 4' MIN ON 8"- 24" BASED ON MANUFACTURING REQ.) 6' MIN ON 30" THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I, CLASS II.OR CLASS III MATERIAL AS DEFINED IN ASTM 02321. BEDDING & BACK =ILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. Is-1 SHAPE TO ELEVATION OF MID -POINT OF LARGEST PIPE. SHAPE TO �. CONTOUR I I .�' OF PIPE ( I I a , n 9 FOPE TO OUTLETDPIPE TO INVERT SECTION A -A A ° TRANSITION BETWEEN • PIPE DIAMETERS WHEN METHOD OF TREATMENT IN DROP INLETS DIFFERENT SIZES OF PIPES ARE ENCOUNTERED. e NOTES; SHAPING OF MANHOLE AND INLET INVERTS IN ACCORDANCE WITH THIS DRAWING IS TO APPLY TO THOSE STRUCTURES SPECIFIED \ ` SLOPE TO DRAIN ON PLANS OR WHERE INVERT OF PIPE IS ABOVE INVERT OF j 1 TO INVERT OF STRUCTURE. / OUTLET PIPE MANHOLE OR DROP INLET IS TO BE FORMED AND CONSTRUCTED IN ACCORDANCE WITH APPLICABLE STANDARD OR SPECIAL DRAWING. THE INVERT SHAPING AS DETALED HEREON IS TO CONSIST OF A e PORTLAND CEMENT CONCRETE MIX CONFORMING TO CLASS A3 OR CLASS C1I EXCEPT THAT 25X OF COARSE AGGREGATE MAY BE UP TO 4' IN DIAMETER AND CONSIST OF STONE, BROKEN BRICK, / BROKEN O N CONCRETE BLOCK. THE SURFACE - 1 l fl: E CONCRETE OR BROKEN R I I LEFT SMOOTH 8Y MEANS OF HAND TROWELLING. NONE I SHALL BE `. OF THE COARSE AGGREGATE SHALL REMAIN EXPOSED. DETALS OF INVERT SHAPING AS SHOWN HEREON ARE FOR EXAMPLE PURPOSES ONLY. EACH MANHOLE OR DROP INLET IS TO BE SHAPED - INDIVIDUALLY TO BEST FIT THE PARTICULAR INLET AND OUTLET CONFIGURATION AND FLOW LINES. SECTION B-B PLAN METHOD OF TREATMENT IN MANHOLES `vooT STANDARD METHOD OF SHAPING SPECIFICATION ROAD AND BRIDGE STANDARDS REFERENCE SHEET I OF 17 REVISION DATE MANHOLE & INLET INVERTS 302 106.08 VIRGINIA DEPARTMENT OF TRANSPORTATION NYLOPLAST DRAIN BASIN WITH DOME GRATE (1, 2) INTEGRATED DUCTILE IRON - GRATE TO MATCH BASIN O.D. ------- ---- ----- MINIMUM PIPE BURIAL DEPTH PER PIPE (5) ADAPTER ANGLES VARIABLE MANUFACTURER j 0'- 36U'ACCOROACTOPLANS (3) 'VARIABLE INVERT HEIGHTS RECOMMENDATION AVAILABLE (ACCORDING TO (MIN. MANUFACTURING PLANSITAKE OFF) REQ. SAME AS MIN. SUMP) i 1 / xA•�f A. . �, j (31 VARIABLE SUMP DEPTH DING TO PLANS -, ACCORD (4) VARIOUS TYPES OF INLET & CUTLET ADAPTERS j "" ------------�^- �(, (6" MIN. N 8" - OF24' CT 10'MIN. ON 30" - AVAILABLE 4"- 30• FOR CORRUGATED HOPE / / = 4 -.---- 4' MIN ON 9" -24" r- BASED ON MANUFACTURING REQ.) (ADS N-121HANCOR DUAL WALL, ADSMANCOR 6" MIN ON 30" SINGLE WALL), N-12 HP, PVC SEINER (EX: SDR 35), / I PVC DWV (EX: SCH 40), PVC C900IC905, CORRUGATED & RIBBED PVC WATERTIGHT JOINT AO j ! THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER (CORRUGATED HOPE SHOWN) GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I. 8• -30" r-- CLASS II, OR CLASS IN MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPAC` _-D UNIFORMLY IN ACCORDANCE WITH ASTM D2321. 1 - 6-- 70' DOME GRATES SHALL BE DUCTILE IRON PElR AST M A536 GRADE 7T5V,5. 2 - 8' & 10' DOME GRATES FIT ONTO THE DRAIN BASINS'NITH THE USE OF A P',CBODYTOP. SEE DRAWINGNO.7001-110-045. :I-DPAINB.ASINTOBEC!ISTOM MANUFACTURED ACCORDING TOPL-AN THIS PRINT DISCLOSES SUBJECT MATTE R INWHICH DRAWN BY EEC MATERIAL .130VERONAAVE DETAILS. RISERS ARE NEEDED FOR BASINS OVER &1'DUETOSHIPPAG NYLOPLAST H'rS PROPRIETARY RIGHTS THE RECEIPT BUFORD, GA 30518 RESTRICTIONS. ESE D RACv 17NG N0. 7Vj1-HVXS. OR PCBSESSIOH OF THIS PRIM DOESNOTCONFER, DATE 0125.10 PHN (770)972-2447 4- DRAONAGE CONK ECTION STUB JOINT TIGHTNESS SHAL CONFGRNI TO TRANSFER, ORLICENSE THE USE OF THE DESIGN DR. FAX(T70)932-240G Nylo last` - . , d5L-A,,. om ASTM D3212FOR CORRI;GATED HOPE (ADS N-1211F1NCCiR DUAL VIALL`, TECHNICAL ION OF THIS PRINTSIHOI HEREIN REVISED BY NMH PROJECT NOiNAME "P °P N-12 MP, 8 PVC SEtiER (4' - 24'J. REPRODUCTION OF THIS PRINT On ANY INFORMATION TITLE CONTAINED HEREIN, OR MANUFACTURE OF ANY DRAIN BASIN WITH DOME GRATE 6- ADAPTERSCAN BE MOUNTED ON ANY ANGLE O'TO 360'. TO DETERMINE ARTICLE HEREFP.OM, FOR THE DISCLOSURE TO OTHERS DATE 07-11-16 QUICK SPEC INSTALLATION DETAIL MINIMUM ANGLE BETWEEN ADAPTERS SEE DRAWING N0. 7001-I10C 12 IS FORBIDDEN, EXCEPT BY SPECIFIC ViRITTEN 6-8'-30'DOME GRATES HAVE NO LOAD RATING, PERMISSION FROM NILOPLAST. .,;, DWG SIZE A SCALE 1.40 SHEET IOFI DWG NO. 7061-IIG-3397 REV D Cl� y 1 c`. CIFAJGV,T J. 1,VYI'ARSK( Lip;, Pfo. 0402048507 �d' I2/ I/ 21 M E D 0 M U N N � >E w E U IV � ¢ LL � 3 U. o LuCt� ¢J V 00 d a- _j Lu IH 01 C7(A rN pN X � _ v N = v Ln I- ¢ rn V) N iU M a� oo -1 UDF- 0 0 0 w w _ V Z 0 U) IN 0 Z F 0 a U � c LZL7 W C C w o p p F 0 U-)zz( > � Z3 E L Lu O O E rL Q c z z O O (10 ul) C LLI LL7 l F l N N N N 0 0 0 0 w QLnLnor� DATE 911012021 DRAWN BY 1, DENKO DESIGNED BY 1. DENKO CHECKED BY C. KOTARSKI SCALE N.A m N 0 Y m 3 Oa a O T c m 0 CN V / N Q J s C IJ > Q L N m z W r 0 0 C U o W C6 LL J 3 Q V ! C 2: W �a N � co II O o � UJ O Q z O n � O C >, H- m o V / C � � N d O W O c D_ � v O 3 Z 'n O 2 11 � X N H N O L.. > O O O o '3 0-0) N C � Y N t9 � N U C N O N U w 2 N in C 1n U C O N I= z C U C O - a � (D C (D-0 6 O •- Q U JOB NO. o � U 40241 �U) C �o C U SHEET NO. Cu o C1.2 " KESWICK HALL FAMILY POOL ALBEMARLE COUNTY, VA LANE CMP STORMWATER MANAGEMENT SYSTEM NOTES: 1. THE LANE CMP STORM WATER MANAGEMENT SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH INDUSTRY STANDARD INSTALLATION PRACTICES ADAPTED TO THE SPECIAL INSTALLATION PROCEDURES CONTAINED HEREIN. 2. CONSTRUCTION EQUIPMENT SHALL NOT TRAVERSE OR OTHERWISE BE LOCATED ATOP THE PIPE SYSTEM OR ITS COMPONENTS UNTIL SUFFICIENT COVER IS PROPERLY PLACED AND COMPACTED. CONSTRUCTION LOADING RESTRICTIONS ARE CONTAINED HEREIN. THE INSTALLER SHALL CONTACT THE MANUFACTURER TO ADDRESS ANY UNCERTAINTIES IN THIS REGARD. 3. THE FOUNDATION AND/OR BEDDING STONE MUST BE PROPERLY LEVELED TO THE ELEVATION SHOWN ON THE PROJECT PLANS PRIOR TO THE PLACEMENT OF ANY PIPE OR FITTINGS. 4. SPACINGS SHOWN BETWEEN PIPE RUNS ARE STANDARD AND WILL ENSURE SUFFICIENT SPACE FOR MATERIAL PLACEMENT AND COMPACTION. CONSIDERATIONS FOR SPACING REDUCTIONS WILL NOT BE MADE UNLESS THE INSTALLER FORMALLY ACKNOWLEDGES THAT THE DESIRED REDUCTION WILL NOT COMPROMISE THE ABILITY TO PROPERLY PLACE AND COMPACT BACKFILL IN AFFECTED AREAS. 5. BACKFILL AND BEDDING MATERIALS SHALL BE AS SPECIFIED IN THE PROJECT PLANS AND CONSISTENT WITH THE NOTES CONTAINED HEREIN. 6. THE PLACEMENT OF A GEOMEMBRANE OVER THE ENTIRE SYSTEM IS CONSIDERED A BEST MANAGEMENT PRACTICE WHEN THE SYSTEM IS LOCATED BENEATH PAVEMENT IN THE MORE NORTHERN REGIONS WHERE SEVERE WINTERS INCLUDE HEAVIER USES OF DEICING SALTS. 7. DETENTION SYSTEMS ARE SUBJECT TO GREATER LEAKAGE THAN TYPICAL SINGLE RUN STORM SEWER APPLICATIONS AND THEREFORE ARE NOT APPROPRIATE FOR APPLICATIONS REQUIRING LONG-TERM CONTAINMENT OR HYDROSTATIC PRESSURE. LEAKAGE PERFORMANCE REQUIREMENTS ARE MORE APPROPRIATELY ADDRESSED USING PERFORATED PIPE BACKFILLED WITH AN OPEN -GRADED STONE ENVELOPE IN AN IMPERVIOUS LINER. 8. CONTACT YOUR LOCAL LANE SALES REPRESENTATIVE FOR ANY MODIFICATIONS NEEDED TO THE SYSTEM DESIGN. ACCESS RISER NOTES 1. THE ACCESS RISER DETAIL SHALL BE CONSIDERED CONCEPTUAL WITH THE INTENTION OF ILLUSTRATING HOW LOADS PLACED ON THE COVER OR SURROUNDING PAVEMENT WILL BE TRANSFERRED TO THE SUBGRADE AND NOT BE BROUGHT TO BEAR DIRECTLY ON THE RISER PIPE. 2. ALL RISERS SHALL BE FIELD CUT TO THE ELEVATION NEEDED TO ACCOMMODATE CONSTRUCTION OF THE RISER DETAIL. 3. POURED -IN -PLACE CONCRETE COLLARS SHALL BE PROPERLY FORMED TO PROVIDE A SMALL GAP AROUND THE OUTSIDE DIAMETER OF THE RISER, WITH THE TOP LEVEL OF THE COLLAR SET APPROXIMATELY TWO INCHES ABOVE THE TOP OF THE RISER PIPE, 4. FLATTOPS, MANHOLE OPENINGS, AND APPURTENANCES SHALL BE CONSTRUCTED AND/OR PROVIDED IN ACCORDANCE WITH THE STANDARD DETAILSAND SPECIFICATIONS OF THE STATE OR LOCAL ROAD AUTHORITY FOR AN H25/HS25 HIGHWAY TRUCK LOADING. 5. STANDARD RISER DIAMETERS ARE BETWEEN 12 AND 48 INCHES, AND THEIR FITTINGS/STUBS ARE SUBJECT TO REINFORCEMENT CONSIDERATIONS IN ACCORDANCE WITH ASTM A998. RELATED REQUIREMENTS ARE DEPENDENT ON THE MAINLINE DIAMETER AND THE BURIAL DEPTH AND MAY BE NEGATED BY OPTING FOR A SMALLER DIAMETER RISER IN THIS RANGE. 6. STUBS FOR RISERS AND IN GENERAL ARE DETERMINED BY THE MANUFACTURER BASED ON FABRICATION STANDARDS AND/OR SHIPPING LIMITATIONS. TEMPORARY MINIMUM COVER FOR CONSTRUCTION EQUIPMENT NOTES 1. DURING CONSTRUCTION AND PRIOR TO THE CONSTRUCTION OF PAVEMENT ADDITIONAL TEMPORARY COVER MAY BE REQUIRED TO ACCOMMODATE CONSTRUCTION EQUIPMENT TRAFFIC OVER THE PIPE SYSTEM IN ACCORDANCE WITH TABLE 1. 2. MINIMUM COVER IS MEASURED FROM THE TOP OF THE PIPE TO THE TOP OF THE MAINTAINED CONSTRUCTION ROADWAY SURFACE. 3, TEMPORARY COVER SHALL BE DULY COMPACTED AND MAINTAINED AT THE PROPER ELEVATION TO ENSURE NO LOSS OF REQUIRED COVER OVER TIME. CLEAN, OPEN -GRADED MANUFACTURED AGGREGATE MAY BE UNSUITABLE FOR THESE PURPOSES UNLESS PROPERLY LOCKED -IN PLACE OR CONFINED WITH A BINDER MATERIAL. STANDARD CONNECTING BAND NOTES 1, PIPE ENDS SHALL BE REROLLED TO FORM AN ANNULAR 2%" X K" CORRUGATION WITH SUFFICIENT CORRUGATIONS TO ACCOMMODATE THE MINIMUM WIDTH OF A FULLY CORRUGATED CONNECTING BAND. 2. FULLY CORRUGATED CONNECTING BAND THICKNESS SHALL BE IN ACCORDANCE WITH TABLE 2, AND SHALL HAVE A MINIMUM WIDTH OF 12 INCHES FOR PIPE DIAMETERS UP TO AND INCLUDING 96 INCHES, AND A MINIMUM WIDTH OF 24 INCHES THEREAFTER. 3. STANDARD LUG CONNECTORS SHALL BE USED ON FULLY CORRUGATED CONNECTING BANDS. 4. STANDARD SLEEVE GASKETS, WHEN REQUIRED, SHALL BE THICK NEOPRENE MEETING THE MATERIAL REQUIREMENTS OF AS"FM D1056, AND SHALL COMPLETELY UNDERLIE THE CONNECTING BAND. 5, ALL JOINT PERFORMANCE REQUIREMENTS SHALL BE IN ACCORDANCE WITH SECTION 9 OF ASTM A760, STANDARD SLEEVE GASKETS SHALL BE REQUIRED FOR JOINTS SPECIFIED -TO MEET ANY LEVEL OF LEAK RESISTANT PERFORMANCE AS WELL AS SILT TIGHT PERFORMANCE. IN LIEU OF A GASKET, A GEOTEXTILE WRAP SHALL BE CONSIDERED SUFFICIENT TO MEET SILT TIGHT JOINT PERFORMANCE. GASKETS SHALL NOT BE REQUIRED FOR PERFORATED PIPE SYSTEMS AND JOINTS SPECIFIED TO MEET SOIL TIGHT REQUIREMENTS. 6. CONNECTING BANDS FOR 12 THROUGH 48-INCH DIAMETER PIPE SHALL BE A ONE-PIECE BAND. CONNECTING BANDS FOR 54 THROUGH 96-INCH DIAMETER PIPE SHALL BE A TWO-PIECE BAND. CONNECTING BANDS FOR 102 THROUGH 144-INCH DIAMETER PIPE SHALL BE ATHREE-PIECE BAND. 7. CONNECTING BAND MATERIAL AND/OR COATING SHALL MATCH THE PIPE MATERIAL. W Q O ACCESS RISER DETAIL FINISHED GRADE MANHOLE FRAME & CONCRETE ' COVER (BY OTHERS) / FLAT TOP BACKFILL MATERIAL (AS SPECIFIED) TABLE 1 TEMPORARY MIMIMUM COVER FOR CONSTRUCTION EQUIPMENT Pipe Dia. Minimum Cover (ft) for Indicated Axle Loads (in) 50-75 kips 75-110 kips 1;0-150kips »8-72 f8-50kip, 3.0 3.0 1 3.5 4.D 126-144 w 3.5 1 4.0 1 4.5 1 4.5 STANDARD LUG CONNECTOR CMP RISER TABLE 2 STANDARD CONNECTING BAND THICKNESS Pipe Thickness Minimum Band Thickness 16 ga 0.064'. 18 ga 0.05211 14 ga 0.079' 18 ga 0.052" 12 ga 0, 109" 18 ga 0.052" 10 ga 0.138" 16 ga 0.060.' 8ga 0.168" 14 ga 0.079, LU 1- D7 J } (n U Q_ > Z Z >_ � g US J F-: W W Cr U U) L0(9Z FX U LLI CL QJZ� W _w,X F- Y li LU Z W �m~3: W J Z LLI Y Q x J O F- N I- 2 C6 Z � co o� W F- U) J U)U' d > W Z Z } % CL _ (n J Z D w W O (7 i%) L<O iC9Z M JU(nQ IL '. Q -J O w _X�a F- Y 2 �_ N Z �m~� W J LU Q T QJ O W N SLEEVE GASKET DETAIL CONNECTING BAND (WHEN SPECIFIED) o uj m N r) O GASKET H- 5 (WHEN SPECIFIED) Z CORRUGATED �) SMALL INHERENT METAL PIPE GAP CORRUGATED arse METAL PIPE 4OF9 MANHOLE FRAME & COVER FINISHED GRADE (PER ENGINEER) CONCRETE BEARING SLAB (BY OTHERS) (BY OTHERS) ASSUMED \\ // / \ \ ANCHORLUGS 3" MINIMUM \\ BACKFILL MATERIAL (AS SPECIFIED) CMP SLIP RING 1/2" EXPANSION JOINT FILLER FOR SHEAR RELIEF RISER ACCESSLADDER MAINLINE PIPE "K W F- J } V) U 0 � Z Z a- CL J � Z LU W O U)LLOOZ OY U d QJz- W _COX f- Y j F- Z cQ ~� W Y ¢ 0� Q O ti N (n m ED co N 1 O 7OF9 146'-0" man 141'-0" tu 13T-0" 12" STUB -- STONE BEDDING- 6" STUB 29'-l" (TYP) (TYP) - _..._.. I - B G 1 1 1 E 1 I I � 12'-0" I / �A i 1 1 1 F G D/ I I 15" STUB-7-136" RISER 2 (TYP) 15" STUB W F- 99'-6," (n 12" STUB PLAN VIEW TRASH 1' 0" J � U (TYP) RACK p j Z Z 4'-0" a 7"x 4" ORIFICE WEIR PLATE J W INV.= 430.00 Z O U L¢LO(7Z U W 2'9" Of Q JZ2 W _WAX F- ___ U g H Z 5" ORIFICE Wm F FOR APPROVAL ONLY W @ INV.= 427.25 SiGN EATURE: J Z WEIR PLATE DETAIL hotvoa:ouzmucrcN LU Q cl� Q "N.T,S." O BILL OF MATERIALS MARK DESCRIPTION A 72" CMP 90' ELBOW B 72" CMP 90" ELBOW W/ 12" STUB C 72" CMP 90' ELBOW W/ 12" STUB D 72" SINGLE TEE W1 36" RISER, 15" STUB, BULKHEAD, WEIR PLATE & TRASHRACK E 72" CMP PIPE (20'-4" LENGTH) W/ 6" STUB F 72" CMP PIPE (20'4" LENGTH) W/ 36" RISER 1 72" CMP PIPE (20-A" LENGTH) 72" BAND W/ GASKET PLATE BULKHEAD (Ya" FLAT PLATE) (3) GAUGE I REINFORCING MEMBER (3" x 3" x 4" ANGLE) I� 2 0" yl SPACING (3) TYPICAL 72" DIAMETER SECTION A -A REVISIONS F- NO BY DATE NOTES W N r NO. REQUIRED 1 NOTES: 1 1. ALL 72 PIPE IS SOLID, ALUMINIZED(T2, 14 GA., 5" X V CORRUGATION. 1 2. DASHED LINE INDICATES WELD, 3. ALL REINFORCEMENT SHALL MEET ASTM A998, N 1 o m o M04 o 2 ED � m 9 o s 16 eACE: 20F9 F A 72" DIAMETER A 2 0" SPACING-1 PLATE BULKHEAD --- L--I-� C/4" FLAT PLATE) REINFORCING MEMBEF (3" x 3" x T" ANGLE (3) TYPICAI BULKHEAD & WEIR REINFORCEMENT DETAIL -(1) REQUIRED- NOTES: 1.) STANDOFF TO BE WELDED TO RAILS & RISER WALL TO LOCATE RUNG AT 6" SPACING FROM THE PIPE WALL. 2.) MAXIMUM SPACING OF STANDOFFS SHALL NOT EXCEED 72". 3.) LADDER SHALL NOT BE INSTALLED IN RISER WITH A DIAMETER LESS THAN 30". 4.) DETAIL AT BOTTOM OF LADDER WILL VARY WITH TYPE OF MANHOLE. 5.) MAXIMUM LENGTH OF LADDER RAIL IS 19'-10', 6.) STANDARD FINISH: GALVANIZED PAINT. ELEVATION VIEW %" DIM 1 T` "R 1%2" x lY2" x /4" AN "STANDOFF" 1X" x ty" x X" ANGLE LADDER DETAIL UM :S W t-- (n J } (n U 0� Z Z W >. a . vi Z D W W �c�X(9 _� � O(9Z 2 U d <L-JZ- W _ r Q� i YQ2W z U2 F-W J~� W W Q 0� Q Y 0 -� F- (n fV ' N U! m ED N O rn' a� 5OF9 W F_ U) } -J � U ZZ CL JZ�w W O F) LL U zd Q ,WJZ� W :E Of W I.- Y 2_F- z 00~3: W J w Q of <J O N r` N /! m 04 O o s w 1� 8OF9 HMIN. (RIGID PVMT.) HNIIN. (FLEX PVMT.) FILTEI (WHEN SF TYPICAL CROSS SECTION 1. ALL CORRUGATED METAL PIPE (CMP) SHALL BE THE DIAMETER, CORRUGATION SIZE, AND GAUGE SPECIFIED ON THE PLANS. CORRUGATED STEEL PIPE WITH A METALLIC COATING SHALL CONFORM TO AASHTO M36 AND/OR ASTM A760. CORRUGATED STEEL PIPE WITH A POLYMER COATING SHALL CONFORM TO AASHTO M245 AND OR ASTM A762. CORRUGATED ALUMINUM ALLOY PIPE SHALL CONFORM TO AASHTO M196 AND/OR ASTM 8745. ALL RISERS AND STUBS ARE 16-GAUGE WITH A 23/," X W' CORRUGATION UNLESS OTHERWISE NOTED. FITTINGS SHALL MEET THE MINIMUM DESIGN REQUIREMENTS OF ASTM A998 FOR THE BURIAL DEPTH SHOWN ON THE PLANS. 2. IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR OR THEIR AGENT TO RESEARCH AND IMPLEMENT APPLICABLE SAFETY, HAZARD, AND HEALTH REGULATIONS; AND OBTAIN THE NECESSARY APPROVALS, CONSENTS OR PERMITS FROM APPLICABLE AGENCIES, PRIVATE LANDOWNERS, OR PUBLIC ROAD AUTHORITIES. 3. THE CONTRACTOR SHALL BE ADVISED THAT METAL IS FLEXIBLE AND THEREFORE DERIVES STRUCTURAL STABILITY FROM THE STRENGTH AND RELATIVE STIFFNESS OF THE SURROUNDING BACKFILL MATERIAL. THE RESULTING SOIL -CULVERT INTERACTION SYSTEM DEFINES THE ABILITY OF THE FLEXIBLE PIPE TO WITHSTAND ANTICIPATED LOADS. 4. PIPE BEDDING AND EMBEDMENT SHALL BE SELECT GRANULAR MATERIALS MEETING THE REQ UIREMENTS OF AASHTO M145 FOR A-1 A-2 AND A-3 CLASSIFICATIONS. WELL -GRADED EMBEDMENT MATERIALS SHALL BE FREE OF ORGANICS ROCK FRAGMENTS LARGER THAN THREE INCHES AND FROZEN LUMPS. APPLICATIONS THAT INVOLVE PERFORATED PIPE FOR RETENTION PURPOSES SHALL BE BEDDED AND BACKFILLED WITH A CLEAN, OPEN -GRADED, ANGULAR STONE WITH A SIZE DISTRIBUTION BETWEEN 0.75 D 2INCHES. OPEN -GRADED EMBEDMENT MATERIALS RE AN E REQUIRE THE USE OF A FILTER FABRIC TO ELIMINATE THE POTENTIAL OF SOIL MIGRATION FROM ADJACENT SOILS. 5. ALL CMP SHALL BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS, THE MANUFACTURER'S RECOMMENDATIONS, ASTM A798 FOR CORRUGATED STEEL PIPEORA TM B788 FOR CORRUGATED ALUMINUM ALLOY PIPE, AND/OR SECTION 26 OF T E AASHTO LRFD BRIDGE CONSTRUCTION SPECIFICATIONS. IN GENERAL, BEDDING SHALL BE A MINIMUM OF 41NCHES IN DEPTH AND LEFT LOOSELY PLACED UNDER AND ROUGHLY SHAPED TO THE MIDDLE -THIRD OF THE PIPE SPAN AND THE EMBEDMENT SHALL BE INSTALLED IN LOOSE LIFTS NOT EXCEEDING 81NCHES AND COMPACTED TO A MINIMUM 9G% AASHTO T99 STANDARD PROCTOR DENSITY. EMBEDMENT SHALL BE RAISED EVENLY, AS DESCRIBED BELOW, WITH A MAXIMUM SIDE -TO -SIDE DIFFERENTIAL OF 24 INCHES OR ONE-THIRD OF THE PIPE DIAMETER, WHICHEVER IS LESS. SELECT EMBEDMENT MATERIALS SHALL EXTEND ABOVE THE PIPE A MINIMUM DISTANCE OF ONE -EIGHTH THE DIAMETER OR 12 INCHES, WHICHEVER IS GREATER. 6. PUBLISHED INSTALLATION STANDARDS REFERENCED ABOVE SHALL BE SUPPLEMENTED WITH THE FOLLOWING INSTRUCTIONS TO ACCOUNT FOR THE PRESENCE OF MANIFOLDS AND PARALLEL PIPE RUNS: THE BACKFILL OPERATION SHALL COMMENCE AND PROGRESS EVENLY ON BOTH SIDES OF THE MANIFOLD AND I I BACKFILL OPERATION S PROGRESS IN T ALONGSIDE THE PIPE RUNS SIMULTANEOUSLY. IN THIS MANNER THE OVERALL BACK LL OPERA i N ALL E DIRECTION OF THE PIPE RUNS AND H H TOWARDS THE OPPOSITE MANIFOLD, WHERE CARE IS AGAIN TAKEN TO ENSURE THE BACKFILLING IS DONE EVENLY. PERIMETER BACKFILL MUST BE BROUGHT UP EVENLY AS WELL, AND EXTENDED HORIZONTALLY TO STABLE AND/OR UNDISTURBED TRENCH WALLS. SPECIAL CARE SHALL BE TAKEN TO ENSURE THE HAUNCH REGIONS OF THE PIPE ARE COMPLETELY FILLED AND PROPERLY COMPACTED. FILLING THE INSIDE HAUNCH REGIONS OF THE MANIFOLD BETWEEN STUBS IS MORE CHALLENGING AND WILL REQUIRE ADDITIONAL CARE. 7. NO EQUIPMENT SHALL BE OPERATED ON THE SYSTEM UNTIL A MINIMUM OF 12 INCHES OF COVER HAS BEEN ESTABLISHED AT WHICH TIME ONLY WALK -BEHIND COMPACTION EQUIPMENT AND SMALL SPREADING EQUIPMENT MAY BE USED. EXCAVATORS MUST BE LOCATED OFF THE BED, AND DUMP TRUCKS SHALL NOT DUMP STONE DIRECTLY ON TO THE BED. 8. PROVIDE MINIMUM 30 MIL IMPERMEABLE LINER DRAPED OVER TOP HALF OF PIPE (LATERALS AND MANIFOLDS) TO PREVENT ANY PARKING LOT SEEPAGE FROM ENTERING THE TOP HALF OF THE PIPE, BUT ALLOWING DRAINAGE BETWEEN PIPES. LINER REQUIRES MINIMUM 2" BACKFILL CUSHION AROUND PIPE. �L. .. ...... ..,\RE (TYP.) ELEVATION VIEW BAND AND GASKET DETAIL HINGE CONNECTED - TO BULKHEAD _6" TRASH RACK DETAIL -(1) REQUIRED- I� 3#!ft' EXPANDED METAL (TYP.) CURVED TO FIT CMP RADIUS FRONT VIEW COVER (12" MIN,) DIAMETER (in) Standard Spacing HMIN (ft) S (ft) C (ft) X (ft) 24" 2.0 4.0 2.0 1.00 30" 2.0 4.5 2.0 1.00 36" 2.0 5.0 2.0 1.00 42" 2.0 5.5 2.0 1.00 48" 2.0 1 6.0 2.0 1.00 54" 2.25 6.75 2.0 1.00 60" 2.5 7.5 2.0 1.00 66" 2.75 8.25 2.0 1 1.00 72" 3.0 9.0 2.0 1.00 78" 3.0 9.5 2.0 1.00 64" 3.0 10.0 2.0 1.00 90" 3.0 10.5 2.0 1.00 96" 3.0 11.0 2.0 1.00 102" 3.0 11.5 2.0 1.25 108" 114" 3.0 3.0 12.0 12.5 2.0 2.0 1.25 1,25 120" 3.0 13.0 2.0 1.25 126" 3.0 13.5 2.0 1.50 132" 3.0 14.0 2.0 1.50 138" 3.0 14.5 2.0 1.50 144" 3.0 15.2, 2.0 1.50 STANDARD HARDWARE (TYP.) O �8" NEOPRENE GASKET (12" WIDE) \-12" WIDE BAND SECTION VIEW LU F- U) } (n 0> Z Z }}fig Cn' J H 5 w w���C9 _O'. <0�a 0 : LL JU(AZQ d! QZ JO� W _ff, F--I Y Q LU Z W �m ~� W J Z LU LU Q Q O (n N ur m o F7 M. 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C2. 0 0 0 !2 cu U) a 2- 73 cu 2 ID cL) cu 'n o cu CL c 0 (1) 0 Z; 0 -0 O� 2 (D CL U) 2, a) 0 -0 '6 E Q) cd a- 3 D U 0 c (D Z 0 :2 CL x 16 �E CL 0 0-0) a) c cu 0 (D 0 a) E cu 0 _0 _0 .0 CU U -0 CL Q) -0 W (D E r , j 1 , r , 3 , , r s� a,/ f r i 1 d < ? y ? r' ? , a ? / 1 : f ✓' / : dw- , r ,s r,,,. , s�..is .,:: sF,y„ `.a',i ✓ S / ,,, .. ✓ / it:.;f / 3 v / ? f� ; ?y , i /�.. !., ; .. f !f ,!l:i•.,, .J f?, a.f ..,f t.:. , / J / s. , , ? r r ? ; + ,i SCALE 1 "=20' 0 20' 40' T ' J,, /'o ,ry 1 Q pJf { , f ^, .3, Li,. No. 04020485 Oit 12/ 17/ 21 w' M E O O V N N ui > E LL �, E I W Q U" 3 C) U.Lu L� � O L M QD__j000 w-�—in M W C:) N 3:OL:nlQ LL- �Q �'t cn= vN = U > � Q . c � rn O (4 � M d � oo J CD LU %D F— O Z Z U W W O O U w C) O O z0 ZZOOU > ck� Q� O O Q Lu rL OO O O > > ti W W CK j Z Z a a a a N N N N O O O O DATE 911012021 DRAWN BY 1. DENKO DESIGNED BY 1. DENKO CHECKED BY C. KOTARSKI SCALE AS SHOWN _1 O O � z J>Q H � z o z O U LU H �-- J Q H W O U -� a w o W v JOB NO. 40241 SHEET NO. 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I . . . I v �4 I ..a1/ I. . � _- -1,,,- I .4 ., TIE FENCE INTO TO POOL DECK . . . . . . . . . . . a' I Y - RETAINING WALL --�,/ - � �.,I , . ,- v �� I ;s �:.I I � "�. .✓ , �A FENCE1 . ,l� " ,! GATE .I .., ! I I I / ,/ (-I- 1, PROPOSED POOL I � r I i! 4� (BY OTHERS) J �, 1/�- " // ZI��,JFE0".Iu I--.//, /-I _e 4 4 P.— I ;" ", l_ , /�y3 � — / 1� 44 , i I �, ,�/ /__r— �Al GI U ICI r z- ,v�­�,� 1I . \ .\ /.- . . 4� .. . ..; . I . . I �lI. . � ..' . . ,II Ug;jt, </ I J. . \ _q. I 4 � � - . . . I�06L�ATI0 " i l"" �i.,L,­ P...7� / zczI . "l" "//� , ; DOES,NOT. NbROACH1 � � . � 1 . uo_ BEYOND'ORIGINAL FAClLIT< \ , 4 ,, p", 1I "I I �'. e, � ���- \ , i . v ...X X% i 1" , ✓ -w✓/ D. 1;� LEGEN-I \\., . I )U "\1 \ j�FENCE" ,: ­...A.­......�!.........WETLANDS .. i� �lz\ I," , \ 'T fSI j \ A j- +- j)- ) co l'I. -,i/ _,,.,$ , . .. . .I. *: .A. � � . . ­ 1 I , I . 1 1 . � . 1, .� i 4 , ...� l.. .. . " ? ,�1 . ' . , ' ? ' j .� �l,, .; ­ . % , . 1 .­r s , - -1 - � ) " . . ; 1I . ­ � . I 0 0 I ?�_/ CHECKED B Y - , i _...../ v'1. vi� �e/ sC. KOTARSK Io/­.. 4, o SCALE I , 1 Uz) .Z�Vvr4�AS SHOWN fA- li��'.t% .�­ .:.'_ .,�t" I . ", ��' i R15' RETAINING WALL. r­"%/,,r, 0l POOL R40' \ II . 3 FEET 900B­ 1ND1 I 11 �q . �4 .1;� MAX HEIGHT � I � 3- GAS METER E, Iil I— •+ u. I. . � ° qPP NnTPquvro I_armvlCr .. . ll MECH. PAD 1 SAN. SEWER / v x, , ACCESS TO SERVICE LEVEL I ,�,­�� ,�. %'+,% -lI o I ".-;.��-- / " : I . . . I . . �­ ... . / . . � I / — o 7 ; ; i ; F__LK�e�. . i. , j - - A . ._ j .1 1 I . . " . .j . . _ . . - . . " . . . " . .- -.. .-. - _ , . I AL E L B E M A1 R P L E C O U N T Y G I S . .fiCRITICAL SLOPES9" 1� '. ; .l �� ,, I . . I . ..fI; �11 / ....­. I ERMEABLE ... ,i PAVERSI,,1 \ ! I l " ; ,1 — V l i/ /...........\. /1f-,,,`';,// ,lCONCRETE ' i /` , /, ,,, rHEAVY DUTY ASPHALTI _ NOTES: 1/ /"k,­""l/ 1. CONTRACTOR SHALL VERTICALLY RELOCATE EXISTING UNDERGROUND UTILITY LINES AS REQUIRED PER __.�/GRADING PLAN ON SHEET C5.0. 3 FT OF COVER SHALL BE MAINTAINED OVER EXISTING WATERLINES. - s r', > . 2. A KNOX BOX SHALL BE REQUIRED FOR ANY STRUCTURE NOT MAINTAINED BY BY 24-HOUR STAFF. LIGHT DUTY ASPHALT J O B N O 0 I . . /J l`l.­lARCHITECT/CONTRACTOR SHALL COORDINATE WITH THE FIRE MARSHALS OFFICE FINAL LOCATION. ,.",z:_3. LOCATION OF PROPOSED GAS METER AND APPROXIMATE ALIGNMENT OF GAS SERVICE. CHARLOTTESVILLE CITY 40241 GAS DEPARTMENT SHALL BE RESPONSIBLE FOR THE INSTALLATION OF THE GAS SERVICE AND ASSOCIATED <1­11. . ­ METER. PRIOR TO THE START OF CONSTRUCTION, CONTRACTOR SHALL COORDINATE WITH CHARLOTTESVILLE SEE MATERIALS PLAN SHEET NO . I , CITY GAS DEPARTMENT ON THE FINAL SERVICE ALIGNMENT, METER LOCATION, AND ALL OTHER REQUIREMENTS L1.10__ / ,,,.' "1-11111 FOR LINE INSTALLATION. 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I I I / ,/ (-I- 1, PROPOSED POOL I � r I i! 4� (BY OTHERS) J �, 1/�- " // ZI��,JFE0".Iu I--.//, /-I _e 4 4 P.— I ;" ", l_ , /�y3 � — / 1� 44 , i I �, ,�/ /__r— �Al GI U ICI r z- ,v�­�,� 1I . \ .\ /.- . . 4� .. . ..; . I . . I �lI. . � ..' . . ,II Ug;jt, </ I J. . \ _q. I 4 � � - . . . I�06L�ATI0 " i l"" �i.,L,­ P...7� / zczI . "l" "//� , ; DOES,NOT. NbROACH1 � � . � 1 . uo_ BEYOND'ORIGINAL FAClLIT< \ , 4 ,, p", 1I "I I �'. e, � ���- \ , i . v ...X X% i 1" , ✓ -w✓/ D. 1;� LEGEN-I \\., . I )U "\1 \ j�FENCE" ,: ­...A.­......�!.........WETLANDS .. i� �lz\ I," , \ 'T fSI j \ A j- +- j)- ) co l'I. -,i/ _,,.,$ , . .. . .I. *: .A. � � . . ­ 1 I , I . 1 1 . � . 1, .� i 4 , ...� l.. .. . " ? ,�1 . ' . , ' ? ' j .� �l,, .; ­ . % , . 1 .­r s , - -1 - � ) " . . ; 1I . ­ � . I 0 0 I ?�_/ CHECKED B Y - , i _...../ v'1. vi� �e/ sC. KOTARSK Io/­.. 4, o SCALE I , 1 Uz) .Z�Vvr4�AS SHOWN fA- li��'.t% .�­ .:.'_ .,�t" I . ", ��' i R15' RETAINING WALL. r­"%/,,r, 0l POOL R40' \ II . 3 FEET 900B­ 1ND1 I 11 �q . �4 .1;� MAX HEIGHT � I � 3- GAS METER E, Iil I— •+ u. I. . � ° qPP NnTPquvro I_armvlCr .. . ll MECH. PAD 1 SAN. SEWER / v x, , ACCESS TO SERVICE LEVEL I ,�,­�� ,�. %'+,% -lI o I ".-;.��-- / " : I . . . I . . �­ ... . / . . � I / — o 7 ; ; i ; F__LK�e�. . i. , j - - A . ._ j .1 1 I . . " . .j . . _ . . - . . " . . . " . .- -.. .-. - _ , . I AL E L B E M A1 R P L E C O U N T Y G I S . .fiCRITICAL SLOPES9" 1� '. ; .l �� ,, I . . I . ..fI; �11 / ....­. I ERMEABLE ... ,i PAVERSI,,1 \ ! I l " ; ,1 — V l i/ /...........\. /1f-,,,`';,// ,lCONCRETE ' i /` , /, ,,, rHEAVY DUTY ASPHALTI _ NOTES: 1/ /"k,­""l/ 1. CONTRACTOR SHALL VERTICALLY RELOCATE EXISTING UNDERGROUND UTILITY LINES AS REQUIRED PER __.�/GRADING PLAN ON SHEET C5.0. 3 FT OF COVER SHALL BE MAINTAINED OVER EXISTING WATERLINES. - s r', > . 2. A KNOX BOX SHALL BE REQUIRED FOR ANY STRUCTURE NOT MAINTAINED BY BY 24-HOUR STAFF. LIGHT DUTY ASPHALT J O B N O 0 I . . /J l`l.­lARCHITECT/CONTRACTOR SHALL COORDINATE WITH THE FIRE MARSHALS OFFICE FINAL LOCATION. ,.",z:_3. LOCATION OF PROPOSED GAS METER AND APPROXIMATE ALIGNMENT OF GAS SERVICE. CHARLOTTESVILLE CITY 40241 GAS DEPARTMENT SHALL BE RESPONSIBLE FOR THE INSTALLATION OF THE GAS SERVICE AND ASSOCIATED <1­11. . ­ METER. PRIOR TO THE START OF CONSTRUCTION, CONTRACTOR SHALL COORDINATE WITH CHARLOTTESVILLE SEE MATERIALS PLAN SHEET NO . I , CITY GAS DEPARTMENT ON THE FINAL SERVICE ALIGNMENT, METER LOCATION, AND ALL OTHER REQUIREMENTS L1.10__ / ,,,.' "1-11111 FOR LINE INSTALLATION. U�'ujC4. 0 -2 0 -C ?. c ""_., I -1.,:.�..::�--11:1;;; �6 " I :1., v — ., " " I " - �. . t, —� ........ . .. ...... —.�.l 1--, ... >1 . , ,— � . 1(�,,, .�. I /.- lo , 1, 111. 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I I -1/Z,i,�"-�10, P, ./.�, - : A, ' I: ... .I'. . .. 0D .%.I.,,'1 ,, I 44 - 043 I I/. ­1oA�R, IT x 4 / 1'�,-"1! , - '� --% trE ( . �/�VOW\5POUT WITH` 306 '...1.1.... 1 , ," �I /, I " �6HDPE TO TIE TO "/ 1% I.�..'. .l.". - i , I n T(TyP.//00 , � , , : , STRUCTURE 306 1,,� II 4 436 " / I /A/".� '. - 1 ,l /-4- , -,,, -, .III ce . , . 1 -- ..�I. l, -E1- II 1;- / -., / - / ... .I " " I ....- —,-I/ i 1 I I. .I..- 1%.0 1" . .-. -i/.. .;..I .:, --,--��-1 ' , . ,l.-I ,,v i I � - / "/ ;/ I.O'-AVG DIA 41PRAP1� ". = "' , � , ��, �,". / LADSAl -- 7 . . - I'll � " , -, e. p" ". / ,<I �1 :� I rl, / .e� TH4­�I " . ��iw , ";,�,, I -,-�--;e---' '- I �/,tI - 1" TH 2 1 x�" " , � PO BY -1/-0- /-"I ,I <;� i / ; J - /I 8'' ,- / 1IDEPTH-1;5 I 3 A I ,IOTHERS ✓ 9 1 L DESIGN 4.� ,� '1/ ✓ I1 I ,/ / /-,, ' ,,,,�,I//l..I I, ; <-, I X's ",,, , .- �i—1­.�I_/�//- ;iiI,1,1h�� �-Z 11/.�-I 4 �/ .,' ' II4.,:� 4 , 435,57/""i lr eI1',I .,,� L- ! .. , PRPSEDPOOPATIO % ' r-v �' � D0ES NOT ENCROAC6j / /, � .� �. . 1..,-. r 1 I1 ` I ,� � � : " X"O. ' -"-- ,; Rq�A-BEY9�RllLACIL1TYIl .-4 -4�5-95' 1 ,'; I /fl .Iiz �/ / i /q f 43/-- ; / ; -// 1I.-x 5 / //1I � / ; �, / -/✓ / .o VGDIA �/. .. �/ ARIPRPP 14/ 11 " 1,,.., ,�l;/"5 /,� I - , . -� I � / /,- , ­ I 'l11) N. TH 1=5.5/ .....-1- z , 0V) � i11 -I-11 "�. . 1! I I , I\ I / , � I ,." I . ./I 1 1 I1 I � I 1, .! . , ' -. ., /-I 1 ,. .",,. : 1. "ACPLOO,. LLNYPS/VIEISRINTMYEELNA,TCBWLETPHATVHE-ER U11 PNI ID).--"ERD."R, A, INS SHALL BE PERORATED PVC WITH A F O U R �c �!- Al ' < I WIQTH%2- .8. E .. . -I -I ­ -- s - .- .i ,i" / ,,", /11 LENGT=10' ..;--. - �� '2. ALL CONVEYANCE PIPBSRHDAT TIOE TO THE PRFORATED UNDERIDRAINS SHALL B .I, : i I // =--j ; i , . � -/.,� 11 I TER OF FOUR INCHES ND MINIMUM-- E TH . / . e Vll I I . � -17 - ,, % I. ; ) " .1/ 9-- -/' , -.-1-111.../ 3.CONTRACTOR SHALL ACCOUNT FOR STORMWATER ROOF LEADERS AS PART OF . . ;,,, 1 BUILDING CONSTRUCTIONCONTRACTOR SHALL REFER TO ARCH/MEP PLANS / l-1""Ill"T 4"" '�1j� z ✓ , V I L ROOF LEADERS AND CONNECTION DETAILS.12�.,--.I,// I / / p"J. �j I .-- 4-� ROOF LEADERS SHALL BE BURIED AND INSTALLED TO PROVIDE A MINIMUM OF ; 1%/ ." ,f, ♦I i /-.1 i f �; O) SLOPE. 1/f/J - - � ", ,/X,�f / ,� , EA EST STORMWATER STRUCTURE THAT IS / 4. LEADERS SHALL TIE INTO THENj /. - I 1"/, ; --"� -z /,I.-:,/x/.- f PROPRIATE OUTFALL AS SHOWN ON THIS SHEET. -,'l t i ION ", / -. 1., I CONTRACTOR TIO ENSURE THAT RUNOFF WHICH IS INTENDED FOR DETENT I I z / ,f1$ . 11/I ff PER THESE PLANS MUST REACH THE UNDERGROUND STORAGE FACILITY// I. . /i J/,// " I . 511 �/ /1. ,'-.... "y l"""/1� / FOUNDATION DRAINAGE SHALL BE PROVIDED IN ACCORDANCE WITH � 1? ;�/ z� -"/ i/ / / ARCHITECTURAL DRAWINGS. DRAIN LINES SHALL DAYLIGHT SOUTH OF THE // / 1/ / //'// i i BUILDING AS SEEN ON THIS SHEET. POSITIVE DRAINAGE SHALL BE MAINTAINED IN / / // / _ ,, -I 1 i----111" jl. ,£ I,/ / 1 ALL STORMWATER PIPES AND FOUNDATION DRAINS. CONTRACTOR SHALL REFER /.... ...1 - ..1.e Ir S-1 � ', ! �// '1 TO ARCH/STRUCTURAL DRAWINGS FOR FINAL DETAILS AND SPECIFICATIONS. '/'ll 1, I CONTRACTOR SHALL CONTACT THE ENGINEER & ARCHITECT IMMEDIATELY IF /'° /, I./ "/ BEEN PROVIDED BETWEEN DRAWINGS. ; � - " i � /1�if FOUNDATION DRIANGE PIPE MATERIALS TO INCLUDE BENDS, REDUCERS, ,: / ; � " I ," ? .�% ,l . l-"Il / " AND JOIN MATERIALS SHALL BE PERFORATED i �. / . .1111 / ....../ HLORIDE PIPE (ASTM D 272)OR PERFORATDOL, / � I F I.....1 .1-T. 11 / ; �I1 II I/ /1// /_., (ASTM F405)YETHYLNENEl8PIPE I /b I I 1 f . 11 -.f.- 1. �le�Wl' I I , I I , , , , . z 1�j—') IV-1 0 ;>_ Z-1 Im-- � F�— z z u Z Z (3 (—) 0 (f) (—) uj 0 Z Z - I- - oz u 0 Z� — FI.- 0 0 m Z. Z. U U > � � ct-, Q� LLj (D () c� Q) Q)� � 0 Z: Z! (:) �-- �-- �� 22 �, �, Lu Lu (f) (f) Q� Q� Z z! LLA LLA 15 T, C4 C4 �j Q, CL j � � � I I I 14 . . . C14 N N CN Q) C) O O Lu rN (N N N � �� �� -,::-) �� o " O " " ,z' --, -, N" " . .. . DATE 911012021 DRAWN BY 1. DENKO DESIGNED BY 1. DENKO CHECKED BY C. KOTARSKI SCALE AS SHOWN Q > Q) 0 0 m _I_- ?: .j Q) U) 2- Z) O ;7 00- c O < > m ' j o M m -- fy) :3 (1) ui 2 >— < (D o -- � .j > (u = - < . 1--' � Z -,-- w z 2: �—j r Z) 0- <0 S 8 u 9 "o LL Lu C) -T 0 -j = C( ?: < 06 .s . �z -0 0- z (1)::) (.) Lu =, 0 CD (D 70 0� 0- U) U -<j z 220, 1-4 o w F----i -22 c) < C>, ;� �: E 16 ,z -0 %-- cl� " 0 Lr) a (,) (3 D 0 Lli0 c (-o := y� ,- Z V) 0a) 0 :E t � x a) F- a) t :5 >, t- , a) o-:F 2 3: Q- 0) Q) .s _2 In m -2 -N 0 X c: a) 0 y -:3 2 -t; m_ 0 'n 0 — c 8 N E-0 — n C 0 M -a 6 a .E- .�? -0 .!R .2 -0 u JOB NO. 0 c� (n .2 0 Nt5 40241 c: cu 1n Nc I r 0 0 SHEET NO. Q. a- 0 C5. 0 w 2 a) - 0 -c-- F= I- - Hydraulic Design Calculations (EQUATION 7.1- SECTION 6.1 DESIGN CIRETERIA - SPECIFICATION NO. 7) Equadon 7.1 duame 12 (P x At x RPI) + (P x Ap) q, x Ap Where: ,. d� �, Depth of the stone reservoir layer (ft.) P - The rainfall depth (in feet) for the Treatment Volume (Level I - I inch (00 ft); Level 2 z- 1.1 inch (0.09 ft)), or other design storm At - Contributing impervious dn"a#c area, (W) RVI - Volumetric runoff coefficient for impervious cover - 0.95 Ap - Area of permeable pavement (ft) ,;7, - Porosity of reservoir layer (0.4) Permeable Pavement Drainage Area 1 DSTONE(MIN) = [(P X A[ X Rvj + (P X Ap)] / (Nr X Ap) P = 0.08 FT A, = 745 FT 2 RVj = 0.95 Ap= 745 FT 2 Nr= 0.4 CDA = 0 :1 DSTONE(M IN) = 0.39 FT Permeable Pavement Drainage Area 2 DSTONE(MIN) = [(P X Al X Rvj) + (P X Ap)] / (N,X Ap) P = 0.08 FT A, = 2171 FT 2 RV, = 0.95 Ap= 2171 FT 2 Nr= 0.4 CDA = 0 :1 DSTO NE(M IN) = 0.39 FT Permeable Pavement Drainage Area 3 DSTONE(MIN) = [(P X Al X Rvj + (P X Ap)] / (Nr X Ap) P = 0.08 FT A, = 328 FTZ Rvi = 0.95 Ap= 328 FT2 Nr= 0.4 CDA = 0 :1 DSTONE(M IN) = 0.39 FT Permeable Pavement Drainage Area 4 DSTONE(MIN) = [(P X Al X Rvj + (P X Ap)] / (Nr X Ap) P = 0.08 FT A, = 2820 FT 2 RVj = 0.95 Ap = 821 FT 2 N,= 0.4 CDA = 2.43 :1 DSTONE(MIN)= 0.85 FT Permeable Pavement Drainage Area 5 DSTONE(MIN) = [(P X Al X Rvj + (P X Ap)] / (Nr X Ap) P = 0.08 FT A, = 2088 FT2 Rv, = 0.95 Ap= 817 FT 2 Nr= 0.4 CDA = 1.56 :1 DSTONE(M IN) = 0.69 FT Permeable Pavement Drainage Area 6 DSTONE(MIN) = [(P X Al X Rvi) + (P X Ap)] / (Nr X Ap) P = 0.08 FT A, = 4267 FT2 RVj = 0.95 Ap = 1465 FT 2 Nr= 0.4 CDA = 1.91 :1 DSTONE(M IN) = 0.75 FT Permeable Pavement Drainage Area 7 DSTONE(MIN) = [(P X Al X Rvj + (P X Ap)] / (Nr X Ap) P = 0.08 FT A, = 3392 FT2 RV, = 0.95 Ap= 1057 FT2 Nr= 0.4 CDA = 2.21 :1 DSTONE(MIN) = 0.81 FT /",/'-/" ✓. . . ..' .11 i;`j I.' :,_-� `_,i, , , - 11 ­1 I I .. -, f I .1.. 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I-- m < :] U 00 a- _j - Lri LU " c� C) al a- > CD r,j (A F4 -,: 0 LU N z �- a) M - 1�- :L- ,I- o D x 3: V) 9 1':d ,i;� 0 < = 't Ln x C " U Q) 'D = > U') �- < - a Ln 0 Cy) � r'4 V) 4 a) " M a- 'T 00 -j C) uj -10 �-- V) cl� ::) 0 X: (D Z) 0 13� = �- 0 LU > LU , , = u < z 0 U) > 0-1 ZD 0 �- 0 0 0 0 0 0 0 0 U) z 0 x = z 99 0 F-- � � li z z a- �-1 U�-) cl� LZL� u J � Z Z 0 (:) U) Z Z u u Lu Z Z �,- ��- Q (:) 0 �-- �- u u �� Z� z Z) ::3 0 ��- �` � �- I-- 0 (:) Lr) ;2! ;2! U U - Z� Z� Q� Q� LU c) c) � � cl� (-) (-) , c4 cr (f) U) � � z z 0 (:) �� 1� (1) V) (f) V) zl_ z �� �s (3 (j ::�- �� �-, 1� uj Lij �n (f) Q� Q� �: �: z-- z LLJ LLJ 15 :5 cy- Ce- rL CL rL CL z z uk-A LkL j If ,I II12 �3 �i I I I 11 11 " " (N (N N (N C) (� (::) C) LU CN CN rN N � � � � � -c-) �� I Q) " " 0 -�, --, --, �� ,Z, " " . . . 11 DATE 911012021 DRAWN BY 1. DENKO DESIGNED BY 1. DENKO I CHECKED BY C. KOTARSKI SCALE ASSHOWN .j 0 0 m < a- 2: >- < < Lu I > cy, 1--q , r < 2: z D Lli < 0 U (D < LL LU -1 Q� Z �e < z LU P-1 � u co -j < 0 1--q 3: �- LU -j (f) z U.j Y. JOB NO. 40241 SHEET NO. C6.4 i6 f =, .0 ai �: w = 0 c- (1) > (1) 0 U) cc .I_- �: (1) (f) 0 2- , CL >, I- ! p _0 a) U) :3 a) :2 o c � cu I-_ ') 'o c (D 1-- lu 0- c 0 -T 0 .I_- �: c: -0 CL a) =) 0 :3 0 -0 W 2 (9 CL U) 2 , Q) 0 -0 2E z :E c - >, �- m -6 E - -0 C C a) (a In c a- 0 D u 0 a 0-- 2 (D ,c , 3: Z v) U) 0 (1) �E �3- :�E x a) �- , 16 :E >, -� r- 0 (1) cii� E 3: 0-11) a) c .�: i2 0 m Z! -�; 0 x C (1) .2 (D 0 = M 2 -�; I c: 0 , u - a �5 Q) E :ca: :3 u m 0 70 6 -0 .E- .2 70 0 m - E u 0 c� V) .9 In m '6 -0 D I � M In w I- I_- 00 .2 , CL - q) -0 w a) - -- - I-- .� >a any, < ti rcy t� yw ` CRAI(G_W J.:KO"IAr?,StKL ' Liz;.1, [O. 0402048507 PROJECT: Keswick Family Pool Designed by: J. Denko PROJECT: Keswick Family Pool DESIGNED BY: J. Denkoly­%12/ // 21 STORM SEWER DESIGN COMPUTATIONS LOCATION: HYDRAULIC GRADE LINE ANALYSIS : w tCs- y Checked: C. Kotarski .y O"n ATE � w� COUNTY: Albemarle County Checked by: C. Kotarski STORM FREQUENCY 10 INCIDENCE PROBABILITY 10 Year UNITS ENGLISH M E O O M v N N a Q O > E w ai E U 3 0 c w O M ,1 a_vOMR Z I�- J - Sri 0 > o rn W W 202 419 15 3.18 152.19 0.21 % 0.31 10.75 0.45 0 0 0 0 0 0 0 0.45 0 TRUE 0.76 419.76 435.06 OK -15.29 F � U W W O O �OX cn ZZUU �j aiw 0 00�� O Q �� U U Z Z 201 202 200 0.000 0.000 0.000 0.357 0.357 0.000 8.901 3.179 427.250 418.000 152.194 0.061 15.000 Circular 17.248 0.002 10.745 0.236 UGD Outfall U > iO O rq O O oN > Z)::3 a v � OUOUa� 308 433.48 12 0.36 90.5 0.01 % 0.01 4.14 0.07 0 0 0 0 0 0 0 0.07 0.09 TRUE 0.05 433.53 437.16 OK -3.63 O O ;2! O ti W W o j Z Z o ��Q Q_ � W W j 0 ry ry ry ry w N N N N > O O O O W W N N N N = Q O Q Z ry ry e-{ ty 0 Ln DATE ROUTE PROJECT Keswick Family Pool DESIGNER: J. Denko DATE 11/4/2021 CHECKED: UNITS :NGLI H 911012021 0 >_ DRAWN BY 1. DENKO • DESIGNED BY • 1. DENKO • CHECKED BY • C. KOTARSKI • • SCALE N.A z O I --I Q J � O 0 a � U 0 >a Hit!) =) J U m W Q w 1 1 1 41 U_j J ¢ V J W V 1 W F- Q OL 1� JOB NO. T-1 I I I - 1 vv���`` 40241 SHEET NO. C6, 5 DRAIN. RUNOFF CA TOTAL RAIN RUNOFF INVERT ELEVATIONS LENGTH SLOPE SIZE SHAPE Capacity FrLU i rLuuj Ln CD LU f PIPE NO FROM POINT TO POINT AREA "A" Acre (3) COEFF. "C" (4) INLET TIME Minutes (7) FALL In/Hr (8) Q CFS (9) of Pipe Ft. (12) Ft./Ft. (13) (Dia. Or Span/Rise In. (14) CFS (LS) ction Slope Ft./Ft. VEL Vn Ft/Sec (16) FLOW TIME Min. (17) REMARKS (l8) INCRE- MENT (5) CCUM ULATE (6) ADDTL CA UPPER END (10) LOWER END (11) REFERENCE (1) STA. REFERENCE (2) STA. 109 110 108 0.020 0.900 0.018 0.018 0.000 6.000 6.230 0.112 433.811 433.610 20.050 0.010 12.000 Circular 3.858 0.000 2.182 0.153 107 108 106 0.110 0.860 0.095 0.113 0.000 6.000 6.230 0.702 433.510 433.130 14.694 0.026 12.000 Circular 6.205 0.000 5.247 0.047 105 106 104 0.050 0.570 0.029 0.208 0.067 6.047 6.216 1.291 433.030 432.576 45.438 0.010 12.000 Circular 3.858 0.001 4.433 0.171 103 104 102 0.060 0.530 0.032 0.258 0.019 6.218 6.167 1.593 432.480 426.927 57.484 0.097 15.000 Circular 21.744 0.001 10.363 0.092 101 102 100 0.140 0.370 0.052 0.348 0.038 6.310 6.140 2.138 426.827 425.990 79.732 0.011 15.000 Circular 7.170 0.001 5.110 0.260 305 306 304 0.120 0.500 0.060 0.098 0.038 6.000 6.230 0.611 430.160 429.450 70.909 0.010 12.000 Circular 3.861 0.000 3.598 0.329 303 304 302 0.140 0.740 0.104 0.202 0.000 6.329 6.135 1.237 429.350 428.933 41.657 0.010 12.000 Circular 3.858 0.001 4.382 0.158 307 308 302 0.080 0.730 0.058 0.058 0.000 6.000 6.230 0.364 433.460 431.395 90.501 0.023 12.000 Circular 5.828 0.000 4.140 0.364 301 302 300 0.310 0.870 0.270 0.568 0.038 8.700 5.537 3.143 428.830 428.532 28.666 0.010 15.000 Circular 7.130 0.002 5.640 0.085 403 404 402 0.780 0.390 0.304 0.304 0.000 8.900 5.492 1.671 432.870 431.756 21.095 0.053 12.000 Circular 8.868 0.002 8.686 0.040 401 402 400 0.000 0.000 0.000 0.304 0.000 8.940 5.484 1.668 431.681 428.250 88.971 0.039 12.000 Circular 7.576 0.002 7.756 0.191 503 504 502 0.360 0.600 0.216 0.216 0.000 6.000 6.230 1.346 431.260 430.965 29.453 0.010 12.000 Circular 3.858 0.001 4.483 0.109 501 502 500 0.000 0.000 0.000 0.216 0.000 6.109 6.198 1.339 430.870 430.689 18.057 0.010 12.000 Circular 3.858 0.001 4.477 0.067 INLET OR INLET STATION OUTLET WATER URFAC DIA. PIPE Do DESIGN DISCH. Qo ENG PIPE Lo FRICTION LOPE, S FRICTION LOSS Hf JUNCTION LOSS FINAL H Inlet Water Su Rim Comments Vo Ho Qi Vi QiVi Vi'`2/2g Hi Angle HD Ht 1.3 Ht 0.5 Ht 302 433.15 15 3.14 28.67 0.20% 0.06 5.64 0.12 1.24 4.38 5.42 0.3 0.1 89.69 0.19 0.41 0.54 TRUE 0.33 433.48 435.76 OK -2.29 304 433.48 12 1.24 41.66 0.10% 0.04 4.38 0.07 0.61 3.6 2.2 0.2 0.07 45.64 0.1 0.25 0.32 TRUE 0.2 433.68 433.75 OK -0.07 306 433.68 12 0.61 70.91 0.03% 0.02 3.6 0.05 0 0 0 0 0 0 0 0.05 0.07 TRUE 0.05 433.73 433.75 OK -0.02 402 433.15 12 1.67 88.97 0.19% 0.17 7.76 0.23 1.67 8.69 14.51 1.17 0.41 35.09 0.5 1.15 0 TRUE 0.74 433.89 437.64 OK 5 404 433.89 12 1.67 21.09 0.19% 0.04 8.69 0.29 0 0 0 0 0 0 0 0.29 0.38 TRUE 0.23 434.12 436.37 OK -2.25 502 433.15 12 1.34 18.06 0.12% 0.02 4.48 0.08 1.35 4.48 6.03 0.31 0.11 39.93 0.13 0.32 0 TRUE 0.18 433.33 434.87 OK -1.54 504 433.33 12 1.35 29.45 0.12% 0.04 4.48 0.08 0 0 0 0 0 0 0 0.08 0.1 TRUE 0.09 433.42 434.96 OK -1.54 INLET z V �%J � � A� x U w � Sag Inlets Only w a w_ � a, � '� a 102 D[-1 1.250 0.140 0.37 0.0518 Back/Lt. 0.000'RIGHT 0.052 4 R208 0 0.0010 0.0208 5.883 0.000 0 0.0208 1 0.00 Back/Lt. 0 4 0 0 Ahead/Rt. 0.208 O.00LO 1.250 L.25 0.208 1.291 0.166 1.291 5.171 Weir Flow L04 DI-1 L000 0.060 0.53 0.03 L8 Back/Lt. 0.000'RIGHT 0.032 4 0.128 0 0.001 0.0208 4.905 0.000 0 0.0208 1 0.00 Back/Lt. 0 4 0 0 Ahead/Rt. 0.128 0.001 1.000 1 0.128 L.085 0.166 L.085 4.345 Weir Flow 106 D[-1 1.000 0.050 0.57 0.0285 Back/Lt. 0.000'RLGH'f 0.029 4 0.116 0 0.001 0.0208 4.727 0.000 0 0.0208 1 0.00 Back/Lt. 0 4 0 0 Ahead/Rt. 0.116 0.001 1.000 1 0.116 1.016 0.166 1.016 4.069 Weir Flow 108 DI-3A 2.000 0.090 0.86 0.0774 Back/Lt. 0.000'RIGHT 0.077 4 0.308 0 0.001 0.0208 5.059 2.000 0.39534 0.0833 4.00481 3.50 Back/Lt. 0 4 0 0 Ahead/Rt. 0.308 OA01 2 0.308 0995 0.166 0.333 0.498498 2.995 3.986 Weir Flow 110 D(-3A 2.000 0.020 0.90 O.OL8 Back/Lt. 0.000'RIGHT 0.018 4 0.072 0 0.001 0.0208 1.660 2.000 L20482 0.0833 4.00481 3.50 Back/Lt. 0 4 0 0 Ahead/Rt. 0.072 0.001 2 0.072 0.377 0.166 0.333 0.498498 2.377 1.512 Weir Flow 302 DI-3A 6.000 0.310 090 0.279 Back/Lt. 0.000'RIGHT 0.279 4 L116 0 O.OL50 0.0208 6.647 0.000 0 0.0208 1 2.00 Back/Lt. 0 4 0 0 Ahead/Rt. 1.116 0.0L50 6 1.116 1.639 0.166 0.333 0.498498 3.639 6.566 Weir Flow 304 Dl-1 1.000 0.140 0.70 0.098 Back/Lt. 0.000'RIGHT 0.098 4 0.392 0 0.0300 0.0208 3.945 0.000 0 0.0208 1 0.00 Back/Lt. 0 4 0 0 Ahead/Rt. 0.392 0.0300 1.000 1 0.392 2.287 0. L66 2.287 9. L64 'f > 8.0 ft 306 DL-L L000 0.120 0.50 0.06 Back/Lt. 0.000'RIGHT 0.06 4 0.24 0 0.0300 0.0208 3.283 0.000 0 0.0208 1 0.00 Back/Lt. 0 4 0 0 Ahead/Rt. 0.240 0.0300 L000 l 0.240 1.649 0.166 L649 6.607 Weir Flow 308 DI-3A 4.000 0.080 0.90 0.072 Back/Lt. 0.000'RIGHT 0.072 4 0288 0 O.00LO 0.0208 6.645 0.000 0 0.0208 1 0.00 Back/Lt. 0 4 0 0 Ahead/Rt. 0.288 0.0010 4 0.288 0.776 0.166 0.333 0.498498 Q776 3. L09 Weir Flow 404 DI-L 1.000 0.780 0.39 0,3042 Back/Lt. 0.000'RIGHT 0.304 4 1.216 0 0.0500 0.0500 3.165 0.000 0 .OS 1 0.00 Back/Lt. 0 4 0 0 Ahead/Rt. 1.216 0.0500 1.000 1 1.216 4.865 0.400 4.865 8.109 T > 8.0 ft 504 4.000 0.360 0.60 0.216 Back/Lt. 0.000'RIGHT 0.216 4 0.864 0 O.00L 0.0208 10.028 0.000 0 0.0208 1 0.00 Back/Lt. 0 4 0 0 Ahead/Rt. Q864 0.001 4 0.864 L615 0.166 0.333 0.498498 L615 6.469 T > 8.0 ft .. y ' — i \` r r Sf _ \ _ t r / , ...." \ •, \ / r `' ` 1 \ � \ \ ,' � / f / ! Off /\ r `f. i / / / J ,,. .-..% ` / ' \ f, ---•., of i � / ° +„J�!'ei\V 6Q / I / 443 vKll � �• r 1 1 /442 VARIABLE WIDTH. _ VARIABLE WIDTH PERMANENT ` _ \ f% / r ; PERMANENT STORMWATER STORMWATR PF X. 1 '.a \\ `` C3 \ ❑. r _ 1. j 1 ! / ' / 0 ! 1 G.a fl»\ \ \ {� € -' i '� .. •q` r i `:-�_:..:--..A' -! d ... •f�'' d q .q � -/• • . -% /•.j -/� / / /• , r `D\\ \ \ V 1P 4` .J •. - •.ii AB J.•'• - % y',!' J./• r ./ /' �J. f:% / y' ). J J l • /' yam" /' ! r \� !'t, / ; \\ \ I » j r -M • :. v :. .. p 77Ds \ '' /! / ✓ / • r / ' f . 1 / l ter' .""° 14J6 �� / / \ � \ r 'd s ,• .!. �' t .d �t ,�- �•. r/.f r./•✓ '%'/,/ / r J Jf -„v y r ` 20'PUBLIC \\ ) ' 4,1 1 • :31 �,,. / _ / /, r r EO WP® \\ �? I ./ .; • i' ./' , '% ' r C Q / { DRAINAGE ,�•^ ' BUFFER / EASEMENT S,-FBACK / DB 5646 PG 544 \\\ r + • ...` ..1: -�°°"� q• .. ,. d � �'.� ' �' %. i ti. y./'� .i.' f' ' r / ' / / — `' ',� 'O ,�5:7 `f `:.. / i� f r � e c"; a ./ ,�Y ' .,�-" ��� i•,,.'�..i �,. �!-. •% J „,,• qw J y � J ..t / r f ' � G� :. / :e''`^/ice / 'f/ 1 � N � fi 1' ' •�q f / . / / .i. y j. l:��.' �. „>',�• •'t s - / • '' � 1 r / J ' / — / _.-' --.. -' \ \ t / '�'' / _ / % 3 `\ PY`-1 \ , � • q, ,� » . 1 f ». »� •t i • / ✓. / '/. � :•'. I' _-'.• � . '.!' ✓. ' .r 1 I 1 •,• % ' � ,i \ ''./ '`J % J` ✓ ff � °'r � I ♦ 9 q 1 .d-e �' v4 - 1'� / .�.. �f•.. / I' . /, 'f � "�" •/ / I ._. / - — i . • •q 'd- A r i••\ • .% ' /' 7 '• 't >' /' r ' � r � \ � o / .._. r j �I .a1 . a » / J i /°/' j /. / s y. / r f� \ \ \ l — ✓ J / / ✓ f 1 / \ \ r r J ' / � f�\ _ — -� � \ \ \ \ •'da'.e a,' .'' �' 'ia.,j �''' ,� i /. .�,'i.' j i /•.. i�'J.i. .,!".>.� / 'r. '%'/ � \ � � / J '" � I / ! / `� J � al i ,,.• f \ J / J ./, < �./��' t \ \ \ \ !, I 435 t .:i . .// '�' /. / •,,,.:-. '� •,� J , ' •'/ . j './ --- ' \ .� ! f ` % / ' /' \ / .•-- `' '' r f I \ \ \ :.f� ., s / J / ,r %�/ I \ •\ ,* �'. ' \ \ %� F " %� /�' :.-•. J.�' 1 / •/' 1 i I / \ J '' / r > \ '`' ' `, .\' ' .\ -'r ,• '^, ^+. 434 - ' •i;/• .i' • / . ,,,:,.''s;� •" ,/ . ✓. /. / f j \ r I J J \ ` \ \ \''i ,. ✓ '` '../- J J J 25�, ;\ - y-.. \ ,,; .� •� �. --• -— — -... .._ ..._ — r� . ,/•,:..i;"''. J %' -' �� J a ''',l *� `. J ` •J1 1 / / •/ ` \ I 424 1 `.� . o. -.. ' -" --- ' � • -'- J � '!. - . _ ,•.', f-- -1 � ,,o \ 1 r r r �, I � y _ J . s f • r — ''/ — / '� / d / \ f ' ! r �! �! ai J / �! �I J �I �I JJ J A 42 5 /7 �,q /�j + •'''/ r \. "' ' / v \ r � \ r � —�••, �J �! .�I �I a3 � �J �J �3 / 100' WPO \ / 1 BUFF,FR L / J f SCALE 1"=20' a Lic. jlo. 04020 8507 r r.-'o 12/ 1 I/ 21 M E o V N � N C > E LUv E � U v 3 o LL 2 Lu O t ,{ ¢a J U oMo LUJ — to p N V% N () W ) c =v >Ln F a - r- Ln rn O N M d � OC) J %D F- Z O W W � U U Lu 0 > LU O 0 Q O O � � C, 0 W W � z C4 j Z Z Q a a j DATE 911012021 DRAWN BY 1. DENKO DESIGNED BY 1. DENKO CHECKED BY C. KOTARSKI SCALE AS SHOWN z Q L� r LU ui J (/) 0 Q o W W J > U z < o U— U LjL W Jz W W UmW Q �J(17 H Q z V / LU 's. w 1 LL O V ) JOB NO. 40241 SHEET NO. C6.6 3 c 450 440 430 25 420 9+50 co (a U Q (7 O E M C)E O o 0 o CD Cl) v CO N O LO C M M fD V L 0 O O OHO ��00 CUCMLoO mO N d mLO`- - M +r I- - +r-N %C)ON� ~ CV �M D -d Z_ W 0 r �vZ_ O 0H-O> > 00 niQ�> �U) > Z Z �cnHZ Z F-0> co P LINE CROSING EXISTING GRADE PROPOSED GRADE 101 79. 73`..4DR 15'' HDPE 1.05% 106: 12" Basin - Dome Grate STA 11 +96.65 TOP 436.90 INV IN 433.13 (107) INV OUT 433.03 (105) 108: DI-3A STA 12+11.35 TOP 437.21 INV IN 433.61 (109) INV OUT 433.51 (107) 110: DI-3A STA 12+31.40 TOP 437.65 INV OUT 433.81 (1C 450 445 440 ..............................................7­1..m.........................435 E -fry r- 109 105 20.05' OF 45.44' OF € 12" HDPE 12° HDPE o,.0�.......... 0.O ...�.91o.......,. . .....@.1..:00%30 107 ``4'� 14.69' OF 12" HDPE @ 2.59% € 425 10+00 11+00 12+00 STR 100 to STR 110 PROFILE HORIZ SCALE: 1"=50' VERT SCALE: 1 "=5 420 12+50 9+50 10+00 11+00 12+00 STR 200 TO UGD PROFILE STORM PIPE TABLE PIPE # DIA FROM - TO UPSTREAM INVERT DOWNSTREAM INVERT SLOPE LENGTH DESCRIPTION 101 15" 102 - 100 426.83 425.99 1.05% 79.73 LF 15" HDPE 103 15" 104 - 102 432.48 426.93 9.66% 57.48 LF 15" HDPE 105 12" 106 - 104 433.03 432.58 1.00% 45.44 LF 12" HDPE 107 12" 108-106 433.51 433.13 2.59% 14.69 LF 12" HDPE 109 12" 110-108 433.81 433.61 1.00% 20.05 LF 12" HDPE 201 15" 202 - 200 427.25 418.00 6.08% 152.19 LF 15" HDPE 301 15" 302 - 300 428.83 428.53 1.04% 28.67 LF 15" HDPE 303 12" 304 - 302 429.35 428.93 1.00% 41.66 LF 12" HDPE 305 12" 306 - 304 430.16 429.45 1.00% 70.91 LF 12" HDPE 307 12" 308-302 433.46 431.39 2.28% 90.50 LF 12" HDPE 401 12" 402 - 400 431.68 428.25 3.86% 88.97 LF 12" HDPE 403 12" 404-402 432.87 431.76 5.28% 21.09 LF 12" HDPE 501 12" 502 - 500 430.87 430.69 1.00% 18.06 LF 12" HDPE 503 12" 504-502 431.26 430.97 1.00% 29.45 LF 12" HDPE HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 12+50 STORM STRUCTURE TABLE STRUCTURE # TOP STRUCTURE HEIGHT DESCRIPTION 100 427.37 N.A. ES-1 for 15 inch Pipe 102 429.59 2.86' 15" Basin - Dome Grate 104 437.13 4.86' 12" Basin - Dome Grate 106 436.90 4.05' 12" Basin - Dome Grate 108 437.21 3.80' DI-3A 110 437.65 3.84' DI-3A 200 419.38 N.A. ES-1 for 15 inch Pipe 202 435.06 8.31' MH-1 302 435.76 7.04' DI-36 6 ft Throat 304 433.75 4.50' 12" Basin -Circular Grate 306 433.75 3.69' 12" Basin - Circular Grate 308 437.16 3.80' DI-3A 402 437.64 6.07' 12" Basin - H2O Solid Top 404 436.37 3.60' 12" Basin - Dome Grate 502 434.87 4.11' 12" Basin - H2O Solid Top 504 434.96 3.88' DI-3A 302: DI-3B 6 ft Throat STA 10+28.67 TOP 435.76 INV IN 428.93 (303) INV IN 431.39 (307) INV OUT 428.83 (301) 450 9+50 2.25' >5 1.96' EXISTING 8" SSWR PVC CROSSING m � cu C� L O L co o LO O O O - L M Lo U M N M M LO N C) ~ 0) -'1cc N 0 LO m ~ r` d NOM� = NAM M f- r-��rZ 0 0� FM�ZZ M U) z 450 i 445 PROPOSED 440 G ADE..... .................................... EXISTI G GRADE 41.66' OF 12" HDPE @.00% 28.67' OF 15"iHDPE @ 2.6' 305 7 .91' OF 1 ' HDPE 1.00% 435 430 425 420 425 402: 12" Basin - H2O Solid Top STA 10+90.83 TOP 437.64 INV IN 431.76 (403) INV OUT 431.68 (401) PROPOSED CROSSING EXISTING GRADE GRADE 36' `h~ OF aa.9NpPE 12 46elo r, 3 N O M oC) o - C: N N m Nc+M� �c-`r0 a o t- O Z v U) f- 450 445 440 435 430 403............................ - 21.09' OF 12" HDPE @ 5.28% 425 4 uo o o h r\ M N 10+00 11+00 12+00 9+50 10+00 11+00 11+50 UGD TO STR 306 PROFILE UGD TO STR 404 PROFILE HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' VERT SCALE: 1 "=5 VERT SCALE: 1 "=5 0 M_ 0 o � to CM O(DM O M Q 0')0 M f, r ��- M M M DOM0 r 't O `i 0 0 0 co a- 0 N m O r` CO r (M co z C,N M Cl) O M o -,qZZO M Z Z Z 445 ddF PROPOSED !GRADE 440 EXISTING 440 OI�ADE 435 " 2.74' 435 k f f 3010E 2.47' 430 g0.50 430 PROPOSED 6' SSWR PVC 425 CROSSING 425 420 1 420 415 415 9+50 10+00 11+00 11+50 STR 302 TO STR 308 PROFILE HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 502: 12" B IN 9+50 10+00 11+00 11+50 UGD TO STR 504 PROFILE HORIZ SCALE: 1 "=50' VERT SCALE: 1"=5 50 0 5 PROFILE SCALE CJ�-• i z l fir, Ail 7 6 CRI%1GW J. KO" ARS::( Lic. No, 0402048507 'I2/ I7/ 2142 w S AS . OJ TAL cn E 0 0 01 V N N C > E LU >Uj Q W 3 o LU J U 00 J - Lrj w r� NO N (� W z_ F ) 3: 0 x c U > C 'n rn O N M GO J Z O CL U W W O O U U U Lu 0 O O ZO - ZZOU00 Lu O O �aoo � � z � a CL_ CL j�(A N N N N 0 0 0 0 Lu o *+ O ti N . . . . DATE 911012021 DRAWN BY J. DENKO DESIGNED BY J. DENKO CHECKED BY C. KOTARSKI SCALE AS SHOWN _J O � O J I..L. L _ O J > a H� z � � O J w J w Umz Q Q Vl O W V/ JOB NO. 40241 SHEET NO. C7.0 ; C Q ai 1N 7 U C O 0 CU In a) 0 Q a T C 2 N CU 1Z a r Q c 0 3 c MATERIALS LEGEND WALLS, STEPS, STRUCTURES PAVING TYPE PAVING FINISH/PATTERN DETAIL NOTES (D ASPHALT - VEHICULAR -- -- SEE CIVIL DWGS FOR NOTES & DETAILS O CONCRETE CURB - VEHICULAR SEE CIVIL DWGS FOR NOTES & DETAILS. COLOR: UVA CANVAS O PORCELAIN TILE PAVING 1 /1-5.00 -- CONCRETE - PEDESTRIAN STAMPED - 2/1-5.00 INTEGRAL COLOR 'UVA CANVAS' PATTERN TBD O CONCRETE - VEHICULAR MEDIUM BROOM SEE CIVIL DWGS FOR NOTES & FINISH DETAILS: COLOR: UVA CANVAS © PERMEABLE PAVERS - VEHICULAR SEE CIVIL DWGS FOR NOTES & DETAILS Q � .:QQQ44 Q v QQa,Qel laQa a LO (y) N O N 06 O Q) O Z a C0 L I I a a a) a 12 O J V N t Q� V) 0- U- i 0 0 n 0 a� U 0 4- 0 O • 0 a E a� i A SYMBOL WALL TYPE FINISH/PATTERN DETAIL NOTES O NOT USED -- -- -- © PRECAST CONCRETE STEPS MEDIUM BROOM 4/L5.00 MATCH MANUFACTURER AND FINISH COLOR USED AT HALL © STAIR HANDRAIL POWDERCOATED 7/1-5.00 STEEL O POOL FENCE POWDERCOATED 5/L5.00 OMEGA ARCHITECTURAL 48" TALL STEEL O PICKLEBALL COURT FENCE POWDERCOATED 6/L5.00 OMEGA ARCHITECTURAL 96" TALL STEEL TSTUCCO RETAINING WALL WITH PAINTED 3/L5.00 REFER TO LIGHTING PLANS PRECAST CAP NOTE: SEE STORMWATER MANAGEMENT SUBMITTAL BY CIVIL ENGINEER FOR PERVIOUS PAVING CALCULATIONS. 1. �./ / Q \` r z^\--- Q. \ L _�°°°QaaQQaQQaa° Q 4 °Q 44 _ " _ ...<............ "....................._....`.,. I - 0 10' 20' 40' NELSON B Y R D 1110111 121/11 WOLTZ LA N D S C A P E ARCHITECTS 310 East Market Street Charlottesville VA 22902 T 434.984.1358 F 434.984.4158 www.nbwla.com NO. Date Issues/Revisions 1 9-10-21 PERMITING 2 1 1-09-21 COUNTY RESUBMISSION STAMP PROJECT NAME KESWICK FAMILY POOL KESWICK, V I R G I N I A PROJECT NO.: 1806 DRAWN BY: BO, CP, EG CHECKED BY: EG DRAWING TITLE MATERIALS PLAN DATE: NOV 9, 2021 SCALE: 1" = 20'-0" DRAWING NUMBER L 1 .10 EXISTING TREE TO REMAIN + PROPOSED TREE OPROPOSED SHRUB Iz O i 00 0 N a) Q 00 0 LAWN > PERENNIAL MIX SCREENING VEGETATION STEEP — _:~ _1°�a°< <�`2��' <�<a`<� a;��° 400Fa��`1,�1 <1 -- SLOPES „< <, ' ' (3 MERI'VALLEY FORG - - _ ) ULMUS A CANA � a ' - - ♦ _ EXISTING G TR EE (16) THUJA X'STEEPLECHASE', ---------- EXISTING(33) CARPINUS CAROLINIANA HEDGE VEGETATION * -- ---4,TALL — - , _ (14) THUJA X STEEPLECHASE — ` ` - GREEN GI - _ ... 20) THUJA ' ANT' qF N _- \ i NOTE: o PAVED AREA AND GROSS SITE ACREAGES REFER TO AREAS WITHIN THE LIMITS OF DISTURBANCE o -- ------- �' ALL PROPOSED LANDSCAPING ARE SPECIES FOUND ON THE ALBEMARLE COUNTY APPROVED PLANTS LIST CCANOPY CALCULATIONS WERE MADE USING THE ALBEMARLE COUNTY PLANT CANOPY CALCULATIONS TABLE ALL LANDSCAPING SHALL BE INSTALLED BY THE FIRST PLANTING SEASON FOLLOWING THE ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY WITHIN THE DEVELOPMENT, OR A PHASE THEREOF -_ - - L �� �" _ 10 -20 40' o o ALL LANDSCAPING SCREENING SHALL BE MAINTAINED IN A HEALTHY CONDITION BY THE CURRENT OWNER OR _. - �� _ A PROPERTY OWNERS' ASSOCIATION, AND REPLACED WHEN NECESSARY. REPLACEMENT MATERIAL SHALL COMPLY WITH THE APPROVED LANDSCAPE PLAN. - - ORDINANCE REQUIREMENT RATIO CALCULATION REQUIRED QUANTITY EXISTING QUANTITY PROPOSED QUANTITY NOTE 32.7.9.6 LANDSCAPING 5% OF PAVED PAVED AREA = 14,760 SF 738 SF 1,150 SF TREES USED TO WITHIN A PARKING AND 0.05 * 14,760 SF = LANDSCAPING LANDSCAPING MEET THIS PARKING LOT VEHICULAR AREA + 738 SF AREA W/TREES AREA WITH TREES REQUIREMENT ONE (1) LARGE OR OR SHRUBS OR SHRUBS ARE LABELED IN MEDIUM TREE PER TEN 1 * (45 SPACES/10) = PLAN WITH AN (10) PARKING SPACES 5 TREES 5 TREES 1 TREE 5 TREES ASTERISK* 32.7.9.8 TREE CANOPY CANOPY EQUAL TO 70,113 SF GROSS SITE* 0.1 = 7,012 SF 554 SF 8,004 SF TOTAL TEN (10) PERCENT OF 7,012 SF CANOPY EXISTING GROSS SITE RETAINED (554 SF EXISTING ACREAGE + 7,450 SF PROPOSED) NELSON B Y R D j 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 9-10-21 PERMITING 2 1 1-09-21 COUNTY RESUBMISSION STAMP PROJECT NAME KESWICK FAMILY POOL KESWICK, V I R G I N I A PROJECT NO.: 1806 DRAWN BY: BO, CP, EG CHECKED BY: EG DRAWING TITLE PLANTING PLAN DATE: NOV 09, 2021 SCALE: 1" = 20'-0" DRAWING NUMBER L3*10 r=1N Q r\ N O CV 0 O N 0 Z 0 3 vi J Lu O O Lri / to Q� C_ V) a. u.. 0 0 CL E / / 0 3 a� U 0 0 D 0 0 Q E a) I-- / A 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 3.2 CAULK JOINT AT ALL CURBS, WALLS, FOOTINGS AND STRUCTURES DEL CONCA DUE 2 TRAVSTONE PORCELAIN TILE PAVING WITH 5/16" GROUT JOINTS, GROUP BY TEC COLOR 'STANDARD GREY'; TILE PAVING SUPPLIED AS 2316'X2316' WITH 16' JOINT TO MAINTAIN 24"X24" GRID 1 /2" MASTIC BEDDING REINFORCED CONCRETE SLAB WITH BROOM FINISH IN DIRECTION OF SLOPE COMPACTED AGGREGATE, VDOT #21 A COMPACTED SUBGRADE PORCELAIN PAVERS SCALE: 1" = 1'-0" STAIR HANDRAIL BEYOND PEDESTRIAN CONIC "2' L5.00 PEDESTRIAN CONCRETE SCALE: 1" = l'-0" 1 /2" EXPANSION JOINT WITH CAULK TO MATCH CONCRETE COLOR (TYP) CAST STONE STEP WITH PROFILE AND COLOR TO MATCH WHAT IS BEING USED AT THE MAIN HALL IN THE ARCHITECTURAL DRGS 3 STUCCO RETAINING L5.00 WALL BEYOND PRECAST STEPS SUALL: I " = I '-T 5-3" 1'-1" -\ �-1.5" O.D. STEEL RAIL; POWDERCOATED BLACK 1530 O �N N 4 PRECAST STEPS L5.00 if __........_.................. O CONCRETE WITH LIGHT BROOM FINISH COLOR: UVA CANVAS $' WIDE SAW CUT CONTROL JOINT, DEPTH OF JOINT TO BE ONE-THIRD THICKNESS OF SLAB. SPACE JOINTS AS SHOWN IN PLAN. SEE PLAN FOR LAYOUT OF JOINTS IN SPECIFIC AREAS REINFORCED CONCRETE SLAB COMPACTED AGGREGATE COMPACTED SUBGRADE L5.00 OMEGA ARCHITECTURAL PANELS MOUNTED ON SQUARE POSTS (HEIGHT 4' H) REVISION01 Panneaux Omega Architecturale sur poteaux carres (grandeur 4' H) Universal Collar / Attache Universelle 1 31132" [50mm] c/o 1__T 1" [25.4mm] 6" [152.4 mm] 1 6 ga /jauge [04.88mm] [ { )� Syst6me de C16tures Omega II Tel: 450-666-9600 0M �� Lava bout. St-Elz+�ar Ouest -800-836-6342 Laval, Quebec Fax; 450.681-5318 H7L 3N6 www.omegadeux.com POOL FENCE NTS 2 L5.00 PEDESTRIAN CO' VARIES 1'-0" SC:ALL: I " = I '-U" CAST STONE CAP TO MATCH SPECIFICATION AT HALL '2 L5.00 PEDESTRIAN CONIC B.O.W VARIES, REFER TO GRADING PLAN SUBSOIL DRAIN IN DRAINAGE LAYER SEE CIVIL ENGINEER DRAWINGS OMEGA ARCHITECTURAL PANELS MOUNTED ON SQUARE POSTS (HEIGHT 8, H) REVISION(11 Panneaux Omega Architecturale sur poteaux carr6s (grandeur 8' H) Panel / Panneau 8' (57 Ibs/25.9 kg) Universal Collar / Attache Universelle 1 31/32" [SOmm] c/c 1' 6" [152.4 mm] 6 ga 1 jauge [04.88mm] $ny&a �p Syst6me de C16tures Omega II Tel: 450-686-9600 ®,I , n�� 1735 boul. St-Elzdar Ouest 1-800 836-6342 1 , n� Laval, Quebec Fax:450-681-5318 rum STSFM H7L 3N6 www.omagadeux.com PICKLEBALL COURT FENCE NTS LL NELSON BYRD- i M SEE 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 9-10-21 PERMITING 2 11-09-21 COUNTY RESUBMISSION STAMP PROJECT NAME KESWICK FAMILY POOL KESWICK, V I R G I N I A PROJECT NO.: 1806 DRAWN BY: BO, CP, EG CHECKED BY: EG DRAWING TITLE DETAILS DATE: NOV 9, 2021 SCALE: AS SHOWN DRAWING NUMBER L5.00 SiUALL: I" = I '-U" 10 Q o, N 0 N cd 0 E a) > O z a c <O 1 Vi Q w 0 O z z Q J t2 0 J 0 0 tN IL 0 O CL E a U_ i V) i L 0 3 a� U 4-- O O Z) O 0 a E a� i n: SEE PLANT LISTS FOR SPACING FINISHED GRADE 2" DOUBLE -SHREDDED HARDWOOD MULCH EXCAVATE NATIVE SOIL & REPLACE WITH AMENDED TOPSOIL HAVING 25% DECOMPOSED ORGANIC COMPOST SUBGRADE PERENNIAL AND GROUNDCOVER PLANTING DETAIL SCALE: 1 /2" = 1'-0" 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 PERENNIAL AND GROUNDCOVER PLANTING LAYOUT SCALE: 1 /2" = 1'-0" STEEL EDGE AT PLANTING 4'X5" STEEL EDGING W/ 16"XI 5" STL STAKES WELDED @ 18" OC, 8" OVERLAP SEGMENTS ADJ PLANTING SOIL NOTE: SUBMIT SAMPLE OF STEEL EDGING FOR LANDSCAPE ARCHITECT APPROVAL PRIOR TO CONSTRUCTION 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 EXCAVATE NATIVE SOIL & BACKFILL WITH AMENDED TOPSOIL HAVING 15% DECOMPOSED ORGANIC COMPOST B + B SHRUB PLANTING DETAIL 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 & 1f STRING FROM ROOTBALL AND ALL BURLAP FROM TOP 2/3 OF ROOTBALL EXCAVATE NATIVE SOIL & BACKFILL WITH AMENDED TOPSOIL HAVING 15% DECOMPOSED ORGANIC COMPOST COMPACT SUBSOIL TO FORM PEDESTAL TO PREVENT SETTLING "5' L5.00 TREE PLANTING DETAIL LE: 1 /2" = l'-0" SET TOP OF ROOT CROWN 2" ABOVE ADJACENT GRADE SHAPE SOIL SURFACE TO PROVIDE 3' DIAMETER WATERING RING SHRUB 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. EXCAVATE NATIVE SOIL & BACKFILL WITH AMENDED TOPSOIL HAVING 15% DECOMPOSED ORGANIC COMPOST CONTAINER SHRUB PLANTING DETAIL ALE: 1 /2" = 1'-0" '6' L5.00 TREE ANCHOR DETAIL 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 SHRUB PIT DEPTH=ROOTBALL DEPTH MEASURE BEFORE DIGGING TO AVOID OVEREXCAVATION PREPARE SUBSOIL TO FORM PEDESTAL TO PREVENT SETTLING TREE PLANTING v1AN TREE ANCHORING A, ARBOR GUY MEDIUM OR STRAP SYSTEM WITH -IN HEAVY-DUTY ORS, OR APPROVED EQ FOR TREES PLANTED IN IMPOSED GRANITE, DE A COLLAR OF ED DECOMPOSED ITE WITH FINES VED, EXTENTS TBD, ZDINATE W/ LA NELSON BY R EDm 2/11111, WOLTZ LA N D S C A P E ARCHITECTS 310 East Market Street Charlottesville VA 22902 T 434.984.1358 F 434.984.4158 www.nbwla.com NO. Date Issues/Revisions 1 9-10-21 2 1 1-09-21 STAMP PROJECT NAME PERMITING COUNTY RESUBMISSION KESWICK FAMILY POOL KESWICK, V I R G I N I A PROJECT NO.: 1806 DRAWN BY: BO, CP, EG CHECKED BY: EG rr;�.m[Hnm PLANTING DETAILS DATE: NOV 9, 2021 SCALE: AS SHOWN DRAWING NUMBER L591 0 SCALE: 1" = 1'-0" 0 ri N O N 0 E 0 z V) N a) D I— I z a J CL LU J Q U Iry U LU J LU i 0 w / c 0 N N E V) 0 CL a� / U 0) LU / a� 0 O O N ELECTRICAL SITE PLAN 1" = 20'-0" SITE LIGHTING FIXTURE SCHEDULE TYPE SYMBOL COUNT VOLTAGE, V MANUFACTURER MODEL LUMENS COLOR TEMP., K WATTAGE, W NOTES SL1 8 120 SELUX AV6 R3W S1 0 L700 30 BK 120 DM/BOL T 10 55 S 4,131 3,000 72 WET LOCATION LISTED. PART NUMBER IS FOR LIGHT FIXTURE AND POLE. LIGHT SHALL BE MOUNTED AT 12' ABOVE GRADE INCLUDING POLE BASE 1 `SLI; SL2 4 120 LITHONIA DSX1 LED P9 30K BLC MVOLT DBLXD/BOL T 10 55 S 20,990 3,000 241 WET LOCATION LISTED. PART NUMBER IS FOR LIGHT FIXTURE AND POLE. LIGHT SHALL BE MOUNTED AT 12' ABOVE GRADE INCLUDING POLE BASE SL SL3 2 120 SELUX 2(DSX1 LED P9 30K BLC MVOLT DBLXD)/BOL T 10 55 S 41,980 3,000 482 WET LOCATION LISTED. PART NUMBER IS FOR LIGHT FIXTURE AND POLE. LIGHT SHALL BE MOUNTED AT 12' ABOVE GRADE INCLUDING POLE BASE. PROVIDE TWO i �30 (2) LIGHT FIXTURES PER POLE. SL4 65 120 B-K LIGHTING CD VB LED e64 A9 55 2,700 7 WET LOCATION LISTED. LIGHT FIXTURE TO BE SL4 y ''. INSTALLED IN CUSTOM WOOD POST, REFER TO DETAIL SL5 4 120 SELUX AR LED TR e64 WFL A9 456 2,700 7 WET LOCATION LISTED SL5 GENERALNOTES 1. THE SPILLOVER OF LIGHTING FROM LIGHT FIXTURES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL O RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED 1/2 FOOT CANDLES. 2. ALL OUTDOOR LUMINARIES EMITTING 3,000 LUMENS OR GREATER SHALL BE EQUIPPED WITH A FULL -CUTOFF FIXTURE. 3. ALL OUTDOOR LIGHTING, REGARDLESS OF THE AMOUNT OF LUMENS, SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS AND AWAY FROM ADJACENT ROADS. 4. ROUTE DIMMING WIRES TO ALL EXTERIOR FIXTURES. NO MORE THAN ONE (1) ZONE PER CIRCUIT. LL J:LIA 'La2' GRAPHIC SCALE PROJECT SCALE: 1" = 20'-0" NORTH 20' 10, 0 20' 40' NELSON ' BYRDME WOLTZ LA N D S C A P E ARCHITECTS 310 East Market Street Charlottesville VA 22902 T 434.984,1358 F 434.984.4158 www.nbwla.com '0*�_ ASCENT ENGINEERING GROUP 5228 VALLEYPOINTE PKWY, SUITE 4 ROANOKE, VIRGINIA 24019 (540) 2654444 D: IMB 21300 C: BCL NO. Date Issues/Revisions 1 9-10-21 PERMITING 2 1 1-09-21 COUNTY RESUBMISSION NOT FOR CONSTRUCTION PROJECT NAME KESWICK FAMILY POOL KESWICK, V I R G I N I A PROJECT NO.: 1806 DRAWN BY: BO, CP, EG CHECKED BY: EG DRAWING TITLE ELECTRICAL SITE PLAN DATE: NOV 9, 2021 SCALE: AS INDICATED DRAWING NUMBER ES-101 OL 0 N 0 N 0 W 1 O Z ^N W D I I Z Q ry LU J LU V) J Q U LU I LU V) LU C O N N E V) C a V) U U a) w c 0 / 0 0 0.0 x 0.0 0.0 0.0 x 0.0 0.0 ' 5 +0.4 0.7 0.7 2.0 2.1 0.2 x 0.6 '0.5 +1.0 +1.8 0.2 0.1 0. 0 0.3 0.4 0.6 '0.5 '0. 0.4 0.1 +0.2 0.2 2.4 ' 0.6 +0.2 +0.1 0.1 1.2 < 0.0 0.0 0.0 0.0 0.0 0.0 0.0 x 0.0 0.0 0.0 / \ X x 0.6 +0.2 +0.1 0.1 +0.8� , f +2.2 +0.2 0.1 0.3 '0.5 0.7 '1.2 '0.4 0.2 '0.3 '0.4U�(/y/�� V '1.4 '0.7 0.2 '0.3 +0.5 1.1 +0. 0.2 '0.4 '0.9 V 8 '0.2 '0. V 0.+1 04 0.2 ' .5 0.9 '1.1 'i 4 Y2.A 10,4 +0.2 '0.4 '0.8 +1 5 +1.5 +0 4 ' 0.4 0.9 ' 0.8 0.2 0.1 '0.2 '0.4 '0.7 x �0.4 '0.1 0.1 '0.1 '0.3 ' 0.6 +0.1 POOL DECK '0.2 '0.2 '0.2 ' 0.3 0.1 0.1 0.5 ' ' X W '0.3 '0.2 '0.1 '0.1 0.2 x • �0.4 0.4 0.9 '0.1 '0.2 � 0.8 0.2 ELECTRICAL PHOTOMETRIC PLAN V = 20'-0" x x } +0.2 0.2 + x x PHOTOMETRIC VALUES DESCRIPTION SYMBOL AVG MAX MIN MAX/MIN AVG/MIN FRONT SIDEWALK + 2.5 FC 7.0 FC 0.1 FC 70:1 25:1 LIGHTING SPILLOVER + 0.1 FC 0.5 FC 0.0 FC N/A N/A PARKING LOT + 1.4 FC 7.1 FC 0.1 FC 71:1 FC 14:1 FC POOL DECK + 0.7 FC 2.4 FC 0.1 FC 24:1 FC 7:1 FC POOL SIDEWALK + 5.3 FC 17.8 FC 0.1 FC 178:1 FC 53:1 FC TENNIS COURT + 23.8 FC 34.3 FC 9.5 FC 3.6:1 2.5:1 0 +0.0 0:0 +0. #0.0 +0.0 +0.1 }0.1 +0.1 +'.' +0.1 r 0.1 0.1 +0.1 0.2 } 0.2 x +0.3 0.3 r + r 0.2 3.3 4. + 0.3 .2 +2.2 3.5 +4.9 +0.2 ++ + + + + 0.2 0.4 0.7 .5 2.7 6.8 6. + 0.1 +0. '0.2 +0.4 +0.8 + +2.6 +4.2 5.1 +5. +0.1 x + r + + 0.1 0.2 0.2 0.1 +U.2 0.3 '+ } r + 0.6 .5 2.9 3.9 3 3. + 0.1 4 + 0.7 '0.2 + .1 'Q1 +0.2 '0.3 '0.8 +1.7 + +2.8 '3.1 '1.6 0.1 5 + r + r + + + + + } + 0.1 1. 0.9 D.Z 1 0.2 0.2 0.5 0.9 1.5 1.9 2.3 + + 0.1 1.1 '# r r +++ r + + } 9 2. 2.5 1.6 .7 0.2 0.2 0.3 0.6 0.9 1 0.0 # t 2.9 + + r + + } + r # + 0.1 U 4.0 .5 1. .6 3 0.2 0. 0.2 0.4 0.5 0.9 3.9 + + 0.0 X 4.7 + + 2 4.0 .5 5 'r + # + r r +0.3 0. 0.3 0.4 0.6 0.9 1.6 2.6 4.0 5.2 +0.1 + + 6.0 # r # # r } r + # + 0.1 X 0.8 5 0.3 0. 0.3 U.3 0.6 1.0 1.8 2.8 4.5 x l 0.0 6.1 r .lfJ + x 6 .4 2,2 5 ++ r + r + r 0.3 0.3 0.3 +0.5 0.8 i.6 4.1 #4.9 0.0 X 4.5 + r r + + + 0.0 .3 2.3 .5 0.3 0.2 0.2 0.3 +0.7 'r #1.6 3.0 3.7 3.4 X '3.4 1.4 + .1 # + + r + + + r 0.0 X .5 0.3 0.2 02 0.4 1.0 1.7 2.4 + 2.2 +0.0 X .5 '1.6 1.9 ' .0 r r r + X +1.4 +0. + .4 0.2 .2 +0.2 0.2 +0.5 0.9 1.5 +1.5 0.9 0.0 +0.9 +1.1 +1.7 + + + + + r r + r r r r + 0 0 } 2.9 2. 1.6 0.6 .3 0. 0.2 0.2 '0.3 0.5 0.7 0.9 0.8 0.7 0 0.0 +0.9 +1.5 +3.5 r + + + r + + + r + + +0.0 4. 3.9 2.4 .3 0.5 0.2 0.2 +0.2 +U.3 0.4 0. 0.5 0 +r0.5 0.5 FRONT SIDEWALK + +0.D 8 4.6 '5.0 + .6 +2.3 +1.3 0. +0.4 '0.3 +0.2 +0.2 '0.3 +0.3 +0. +0.3 +0.5 ' .5 '0.6 '0.0 # + X .4 6.1 + + # r + +r + + + + + + + # 0.0 5.8 3. 2.4 1. 0.4 0.3 0.2 0.2 0.2 0.3 0. .3 0.5 0. 0.9 X r + r .0 +6.1 + + + + r + r } + r + 0.0 X 4.6 3.1 0.4 0.3 0.2 0.2 U.2 0.3 0. 0. 0.8 1.4 + .0 + 0.0 x + .a r r } + + # # + +4.4 r 0.8 +o # PARKING LOT X 0.3 0.2 0.2 0.2 0.2 0.3 0. 0.9 .5 +2.4 +3.6 0.0 x + .6 +3.4 1.5 + 0.0 + # r r r r + + r } + + + x 0.4 0.3 0.2 0.2 0.2 0.3 0.4 0. 1.4 2. 3.9 5.0 0.0 r + X 1.4 1.4 +0.0 +0.6 '+ r + 0.5 0.5 0.4 0.2 0.2 '0.2 ++ # + 0.3 0.5 1. 1.9 +3.3 + .5 +7.1 r 0.0 + r0.8 '1. + p.7 1.0 ++ 0.8 0.8 0.8 r + + + + + 0 0.4 0.2 0.2 0.2 0.3 +r r r #0.6 1. .0 3.1 5.3 5.5 0.0 + r + + } + + + } + + + + 0.0 +2.9 +3.8 7.2 1.4 1 1.0 0.6 0.3 0.2 0.1 0.2 0.2 0.4 1. 2.0 3.2 4.4 + . r • +0.8 '1. } + r r r + r r + + r + + + r 0.0 +6.2 + .4 2.2 1.8 1.2 0.5 0.2 0.1 0.1 0.1 0.2 0.4 1. 2.2 3.D 2.7 +0.0 } + • 2. + + r r + + r + + r + + + r 0.0 7.7 .9. 1 � 1 3.3 3.0 2.0 0 0.3 0.2 0.1 0.1 0.1 0.3 0.7 1. 2.0 2.7 2.2 1 3 r + +3.0 +3. + + r + + + + + + + + + 0.0 8.8 } # + • 2 1.5 0.9 .4 0.3 0.2 0.2 0.2 0.4 0.7 1. 1.5 1 1 20.3 2 17. 0.0 1.7 + 3.6 #6.5 .5 + * * 29.4 18.9 2 28.0 � 5.5 +5. + +2.9 .1 0. 0.3 0.2 0.2 0.3 0.5 +0.7 x r + + + + + + +D.O } +18. • S + +5.8 +7. 5.0 0.0 2.3 +2.3 +4.5 + 9 ' +18.5 + +21.7 +24.6 + .8 .9 +18. • +4.3 +2.9 +1. +0.8 +0. +0.3 +0.2 +0.2 +0.3 +0.5 +0.7 } + + 0.1 5.2 + + + r + r # + 3. 2.1 1.2 .6 0. 0.3 +0.2 0.3 0.4 0.6 0. 1. + } .5 5. 7.1 x 20.5 .9 24.0 21.7 3 25.5 29.9 .6 1 • 0.1 r + r + r r 7.2 1.D '18.6 +16.1 .327.5 + .9 '22.7 1 +27. 26.8 2.6 '1 4.3 + 2.1 r .3 r 0.7 # 0.4 U. r 0.2 + 0.2 + 0.3 + 0.4 + 0.6 '+ + 0.9 1. 2.2 2.8 .7 0 .9 r X +21.3 +16.0 +33.2 +19.1 0.2 +2 +25.7 +24 25.1 +23.7 22.7 0.3 +1 1.1 0. 0.4 0. .2 0.2 0.3 0.4 0.5 0.7 1.1 2.1 .7 x + 0.4 q + } + + r + + + + + + + 0.6 .4 0.2 0.2 0.3 0.3 0.3 0.4 0.+ 0.5 19.7 .7 2 19.0 34.2 20.4 0.8 2 26.0 24.1 21.4 22.4 .9 6.6 1 0.9 r 9 } x + + . 0.7 } r r + r + r r + + + # 1 0. 5.7 .3 19.8 .0 25.1 28.0 3 20.0 33.1 20.5 7.9 2 21.9 22.2 .0 27.0 29.9 9.6 1 0.3 0.2 0.2 0.1 0.1 0.2 0.3 0.7 0. 0.4 5 # + + r r r + + + r + + + r + + + + +0.7 x + + + + + # + + r + +.9 23.1 22.9 5.0 B.B 1 18.5 24.5 18.4 1.6 2 4.6 25.7 .6 26 28.5 28.7 1 • 0.5 3 0.2 0.1 0.1 0.1 0.1 0.3 0.4 0.5 0.2 +r 0. 0.5 r + + r + + # + + + # + + + + # r + + + + . + 0. + .1 '0.9 +0.7 +0. '0.2 +DA +0.1 '0.1 '0.2 '0.2 '0.} 0.2 .5 .3 28.6 25.7 .5 24.0 27.4 8.7 6 17.0 17.3 15.5 5.6 i 27.6 2 23.4 25.2 .4 26.1 10. + } 3 POOL SIDEWALK + # + D r + r + .1 0. + 0.9 # + + 7.3 28.4 8.3 26.4 .2 2 26.6 + 5.4 1 } + + + r + 15.7 20.9 19.2 0.0 25.0 + 22.4 + # 24.9 # + + 23. 1 1.7 1.9 .0 1.6 +# r 0.4 0.2 0.2 +# 0.2 0.1 0.1 r 0.2 0.1 \el x + .2 0.3 +0.2 + + r + + r r + r r r r r + +1 • 0.9 2.0 +3.3 +3.1 +2.1 +1.4 0.9 +0.6 0. + 3 '0.2 +0.1 +0.7 18.5 5 30.1 2 . 26.1 24. 22.3 23.5 2 19.3 31.7 20.3 30.6 27.5 .Z 21.6 20 r +0.1 x D'S 18.0 26.9 24. 22.1 23.0 5.2 27,1 .0 20.1 34.3 20.0 .9 27.1 22 1 .5 3.8 2 2.2 1. 0.8 0. 0.3 0.2 '0.1 +5.2 +5.8 i• 0 0+0.2 +13.9 23.2 +23.2 + 5.5 +26.2 +27.6 +29.2 .6 +19.9 +32.7 +20.0 +2 +1 • 4.5 +3.5 + .4 +1.4 + .9 +0.5 + 3 +0.1 +. r +.0 0 ir + + 6.6 5.5 + + + 0. 0 0 0.9 +11.1 .4 +27.1 +27.8 + 6.2 + .4 +25.1 +27.7 .0 +19.7 +2 1 • 2.6 1.7 1.0 0.5 '0.1 0. +6.0 + +4.0 '3.5 } 0.5 +12.4 .8 +30.8 + .5 '23.8 '22.8 + .7 +26.9 +2} 7 TENNIS COURT .5 +0.1 " 0.9 0.6 0.4 0.1 1 ' +++ • +0.5 +18.2 .9 +28.8 +25.5 + .8 +22.1 '2 + .1 +0.1 + + r 0.1 0.0 +0.3 +18.7 +28.7 + .5 +24.9 +2 + • +0.1 +0.2 +0.2 +0.4 +0.4 +0.3 +0.3 +0.2 +0.1 +0.1 +0.1 +0.0 + + + + + " 0.0 0.3 ,7 24.9 2 . } LIGHT SPILLOVER+o.o +1 0 +1 0.0 0.0 0. 0 0 +0.2 6.8 + " 0:0 0.1 0.1 +00 +0.1 0.1 +0.0 +0.1 0.0 +0.1 0.0 + 0.0 0.0 * r + + + r + + + + r r + r 0.1 0.3 0.4 0.4 0.4 0.4 0.3 0.3 '0.2 0.1 0.1 0.1 0.1 0.1 0.0 GRAPHIC SCALE PROJECT SCALE: 1" = 20'-0" NORTH 20' 10, 0 20' 40' NELSON BYR D m 1`15 '' WOLTZ LA N D S C A P E ARCHITECTS 310 East Market Street Charlottesville VA 22902 T 434.984.1358 F 434.984.4158 www.nbwla.com ASCENT ENGINEERING GROUP 5228 VALLEYPOINTE PKWY, SUITE 4 ROANOKE, VIRGINIA 24019 (540) 265-4444 D: IMB 21300 C: BCL NO. Date Issues/Revisions 1 9-10-21 PERMITING 2 1 1-09-21 COUNTY RESUBMISSION NOT FOR CONSTRUCTION PROJECT NAME KESWICK FAMILY POOL KESWICK, V I R G I N I A PROJECT NO.: 1806 DRAWN BY: BO, CP, EG CHECKED BY: EG DRAWING TITLE ELECTRICAL SITE PHOTOMETRIC PLAN DATE: NOV 9, 2021 SCALE: AS INDICATED DRAWING NUMBER ES-102 a R Date: Customer: - --. lava;?z:7 !?OC} se v se D-Series Size 1 �ufnberr' Project: ..............................._............_..............._................................................................................ Jar �A Phatametry J�.e V/l 7� /_ q� T. r� l i ,[ ' ' � C;t'.iii_C� YFT J. i�-tli�A LZ5)al r> Type: _ Qty: LED Area Lu m i n a i re r<t:,, LIC. No. 0402048507 R3W Optics i 1050 mA! 4000l' (--(7T --- - -' yv2 � I > 1 1 I M �.c.i'1 5 , drseries a. r. -O �Y r /.. L`e x-•eJ _urr;e:u: ,695 ,/ 1 � �� h ut YVntt . 'C."Ji /,. \ '/ / \ L G J L 1 0 JY < SO i Introduction URI The modern styling of the D Series is striking Naxirr,v'n �_c!iu::'u �i 86/7 Or G5"' hr,rt, v?r tic:ui. .. M les cl,)ss:ficutfon: Type a1.7'r ae \ ri Specifications yet unobtrusive - making a bold, progressive o E _._ - EPA: 1 f`` �� statement even as it blends seamlessly with its N o 10 / I W environment. The D-Series distills the benefits c 3 Q o Length: Width:13" - — performance, high efficacy, long -life l minlaire. w v t 1r _ > L -------- The outstanding photometric performance F- to __ p uw a Height H1: 7"172" = results in sites with excellent uniformi greater ~ a t12 ty' 9 ¢ w o _...... ........ 3 17Z„ pole spacing and lower power density It is o G H1-- p s g I w p ity Height H2: / ideal for replacing up to 75OW metal halide in Q W s M Rs`N Optics / 1050:nA / 4000 CCT Weight 21 Ibs pedestrian and area lighting applications with w v � O Z z - ---------------------- - - " --' (max): typical energy savings of b5% and expected o rn •- ... N I_ i service life o over 100,000 hours. No a F�- Order Cade: G talc q R: AV6-SI-i)` LRJ-R:>`;1;_gp_7a)..........' .. Ur W �t J ur N' Lti1 i; 19 )5 l i ' +�' d C r arAd'_urrns: %735 % / f 0U-)0 0 Pole Order Code: -x __ ..... ....... Input Wprt�: "01`a`r` r ' W Q . 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KOTARSKI IEo- _ G�Xt-LD one 1 ,. a "Pray Conyers, Georgia 30012 Phone: 1-800-705-SERV (7378) ........ .... .... - .... _........................ ............................... .. .... ....... .. ......__........-....._.. - .......... .. ........-......__...._.. ......_.._._..........--_..._. O'A��k Q1aL.,l r. ;elux Corporation 2020 T 845-834-1400 800-735-8927. F 845-834-1401 www.selux.us F'�_as• I c� t3 Selux Cor porotiori (0 2M, r 845-834-1400, 800J35-892 , F 845-834-1401, w ,.seiux.us Face 1'.'. a1 15 L7 `2011-2021 F:.vity Brands Lighting, Inc. All rig:ns reserved. Re.'. 07;19J2'•. P r�r�� . SCALE -.. _ • :, .. ,.. , . r r � .. .. ,. ... .. ., . ,.� .., , : r., . , , . , .. „ thf.. J., c. •n � c, .tu„ ...,r. to uil._r . .. L.._t :.,Ju_i ., e r. ,.. a...r.e ric h: [o chin, e..vithau; r, u,..:. _ ..., ...:r rt,a:2riah : vt L n u __r:.... i ny .-, L, . 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