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HomeMy WebLinkAboutSDP200700094 Plan - Approved 2007-09-27ALBEMARLE COUNTY, VIRGINIA Val 13 i"E'xi10 - ox, uv; PREPARED BY: PI ER. CONCEPTS, PC CIVIL ENGINEERS LANDSCAPE ARCHITECTS 224 COURT SQUARE CHARLOTTESVILLE, VIRGINIA 22902 PH. 434-295 -4005 FAX 434 - 295 -2103 SEPTEMBER 11, 2007 GENERAL NOTES:PROJ DATA: SHEET INDEX PERFORMANCE STANDARDS: QUALITATIVE STANDARD&DEVELOPER: SUGARAY, LLC, 990 BERKMAR CIRCLE, CHARLOTTESVILLE, VA 22901, 434.97&1708, 434.078 -018W; CONTACT: GEORGE RAY SHEET 2 EXISTING CONDITIONS AND DEMOLITION PLAN1. SITE WORK AND T RE T / OR MIST D.IPERF Y IZD T 1jH / 14. !!, UNLESS 0 PA R C T PROPERTY OWNER: SAME AS ABOVE SHEET 3ANDWORKIV(Y A31 Aiiloiio A SR inNrG LAYOUT PLAN TAX MAP / PARCEL 61W- 1,A-7 AS A MWIMUMI. MAGI SHEET 4 GRADING &UTILITIES PLANM A LITY2. 1 A 7001 PR MTY VfflL4CN 15. ALL WATERLINE IS TO BE CLASS 52 D.I.P UNLESS OTHERWISE SPECIFIED. ALL WATER SERVICE LATERAL TO BE TYPE K COPPER TUBING STERIAL DISTRICT: RIO SHEET 5EXPI. TORY VA MAY BE ELD CON 16. ALL SANITARY SEWER LATERALS TO BE OF SCHEDULE 40 PVC AS A MINIMUM. D TORE .IRAN PROPERTY ADDRESS: NA UTILITY PROFILES PROPERTY SIZE: 2.370 ACRES SHEET 6 WATERLINE DETAILS3. W _3 L INATE WITH L L TIES PRIOR T NG THE ANO 'ALL WATER AND,gL CC J gg uE C y g nR AN 1. R3ERVAURNORRY ?1ilE I4TART 0 THORITY Mi8PECroRS. THE CONTRACTOR WK.L BE ISPONSIBLE FOR cuRRENr mIrING: c1 SHEET '7 STORM AND SANITARY SEWER DETAILSATA1'wK. PROPOSED ZONING: Cl SHEET 82. TFE La ;ppS UTI T N p ARAM SITE & STORMWATER DETAILS4. THE CONTRACTOR SHALL ENSURE THAT HIS ! HER WORK IS PROPERLY COORDINATED WITH THAT OF THE OTHER TRADES ON- SITE. ONLY A 'PROXMMTELY C CT. TH ON HtiS ONM IIIT RIVE, LOCATE L S ARAM i R COMPREHENSIVE PLAN: URBAN AREA - COMMUNITY SERVICE C E g n SHEET 9 LANDSCAPE LIGHTING AND SIGNING PLAN5. UNEXPES I MAY YURING TR I T A Tl PR. TM03FU1LLT gF1EBEIMARLE,,, Qa, YA CUENT EDITION OF THE GENERAL WATER AND SEYVER CONSTRUCTION SPECK;ATf10NS DRINKIKi WATER WATERSHED: NONEM ° IOEr ^ ' 0 PROFFERS: wA SHEET 10I11 LANDSCAPE DETAILSdF711E4. DATUM FOR ALL ELEVATKIS SFIONM IN NATIONAL GEODETIC SURVEY. SEE PROJECT DATA FOR MORE DETAB.ED DESCRIPTION.WAIVER / VARIANCE REQUESTS: CRITICAL SLOPE WAIVER (APPROVED ON AUGUST 23,2W5 BY THE PLANNING COMMISSION) SHEET 11 PHOTOMETRIC PLAN6. rHhfQIW P5. THE (Ni'RACTOR SHALL BE RESPONSIBLE FOR NOTYIVG "A1.4S UTILITY" (1••900 -562- 7001). DF S O py ms's' S C . Y' 8 B- L ooR TED 12ro4. SHEET 12 LIGHT AND WALL DETAILSNOP Y FI 6. W l[DR PH 3FV1LL HA U 3 FMEETID WATER LIIN FROM THE TOP OF THE PIPE, OVER THE CENTERLNVE OF THE PIPE. PHY TIONIDE LINCOLNµ YORSONN31R'E. wE5 IVES WAS PR BYpp DPr. AND T! ° ALBCE COUNTY SHEET 13 EROSION SEDIMENT &CONTROL PLAN7. ALL WATER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 3 AUTHRfTY FOR AL I7 HIS17, CONTRACTORCITY. T STING ; D Y F oN TF E To DATUM: NAVE) 86 SHEET 14 EROSIONPWISING ; AND FEATUlE3NOTIFr ` MdY DNSCANC N"oj TO 8. VALVES ON DEADEND LINES SHALL BE ROODED TO PROVIDE ADE(3UATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE SIGN SEDIMENT &CONTROL DETAILSIEMiGNINTHTHE9. WTTARSATIONFD y sTA B Y Tp II THE FIp. A My Jp g p Tp R BENCHMARK: MARK IS SURVEY T T -1 NNL WITH F ON SOUTH SIDE OF OREENBRiER DRIVE8. OR BE gp Y ITE IS /HER AND PECIIERSLT'LIWS. THE DATA id3llDED SHALL BE IN THE 5 ALK M ' IIKHIIIMSS SU TM/ THE 10. C I0 ANp p DEVELOPMENT BREAKDOWN: BUILDINGORSE L TiON , WHO SHALL aaDINAC T UThftVUlF9lWF IN TFIE SAME GENERAL 17 856.00 SF 0.41 AC 17.30 96YTHEFOOTPRINTSA p R - BUILDMIGA' 6,580.50 SF x 1.753 STORIES = 11 538. NE , fal URYDURIST 00 GSF UNLE R IS DUE T DURNI(' - BtJILDING'B' 5,412.18 SF x 4 STORIES - 51,648.70 GSF UILDING 'C' 5,863.30 SF x 2 STORIES = 11,726.60 GSF9. c THE CON CTQR IHALLWTHREMN TS OF CONM TRUC pN A E (may pRl J M 1. TO INY TR WITHINANY NWYU ,,, T „, Fl , - _ _ SIDEyyALKS 51,110.00 SF 1.17 AC 49 % RMLOGISLYBE111IPLAC' E' Q& ORE C u Col S. 33TTALLI SE :ONTROL DI : DEPES THE O CUAALY p /,, pRq OPEN SPACE 34,778.80 SF 0.79 AC 33.33%10. AN HE TITON T Tp P CT, THE REST SE 2 OTFIE NOTEDNAGE RELATED MATERIALS AND CONSTRUCTION NTI•tODB SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS TOTAL 103,744.80 SF 2.37 AC 100.00% OR T' pip p E 3. W r AND SILTATKHV C= "•it CONBTRUC VIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE 114STALLED PARKING CALCULATIONS: BUNDLING 'A' 11,538 GSF 6,690 * NSF OFFICE NSF / 200 SF 33.45 SPACES 11 EXECUTION THEN A PAIR T IN 46 UTI T 0 ANY CLEARING, OF THE WORK SWILL BE BY THE 4. A gg 3 D ARE TO Fp gyp. THE ALLOWABLE SLOPE 13 2:1 (FiORIZONTALIVERTK,'AL;). BUILDING'S' 22,308 GSF 15,042 * NSF OFFICE NSF /200 SF 75.21 SPACESWHEREY ,LESSER OF 3:1 BE OBTAIN& BUILDING r' 11,727 GSF 4,216 * NSF SHOWROOM NSF / 400 SF 10.54 SPACES12.6UWO IS EPR OBTAIN TOTAL 119.2 SPACESJ W0N0NEYgMWWITHALL 5. aRE T IT IS LNEC ORDER 3Ti flAGE CHNNHEL. THE ALI MARLE COUNTY DIRECTOR OF ENGINEERNNG, OR THEIWGTHESITEAS 13.6. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. * BASED UPON COMPLETED ARCHITECTURAL INTERIOR PLANS.TO ANY T'ION WTTHIN 1 IN P C HTWAY TO ANY TIVG ROAD Y EMENTS VNIERE ANY NbT 7. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE -PIPE - CLASS Ill. TOTAL PARKING REQUIRED: 119 SPACES 14. ARE-p AC g L , pp• 8. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 11926) 70TAL PARKING PROVIDED: 122 SPACES CONS CONFE E CONTROL MEASURES WITH VDOr INSPECTORS PRIOR TO OR AS PART OF THE REQUIRED QUALITATIVE STANDARDS:SITE- SPECIFIC NOTES: MAX. BUlILDING HEM: 4V ('ALLOWED) 1. UNSUTTq, S;pL MATERI/1L. SHALL BE STOCKPILED AND ITS DISPOSITION DETERMINED BY THE OWNER WHILE THE EARTHWORK ASPECT OF 1. PRELIMINARY APPROVAL GRANTED ON SEPTEMBER 14, 2006. RECREATIONAL AREA NA SITE WORK IS STILL UNDERWAY. 2. NONE OF THE SUBJECT PROPERTY LIES WITHIN THE DESIGNATED 100 -YEAR FLOOD PLAIN (ZONE ='C') OR WITHIN A RESERVOIR WATERSHED. SPA2. ALL SPRINGS SHALL BE CAPPED AND PIPED TO THE NEAREST DRANrAGEWAY OR DIRECTED TO A STORM SEWERAGE STRUCTURE. 3. THE EXITING VEGETATION OF THE SUBJECT SITE IS PREDOMINANTLY SEMI - MATURE HARDWOOD /PINE WITH SOME VOLUNTEER TREES.BUILDING W FRONT ONLY 3. BE F F ON 4. ALL INTERNAL ACCESSWAYS ARE TO BE PRIVATE. MAX. NUMBER OF EMPLOYEES: 710C DENSITY: 0.17 FAR (BASED UPON 17,563.80 TOTAL GSF)I 5. 5' MINIMUM WIDE CONCRETE SIDEWALKS SMALL PROVIDE PEDESTRIAN ACCESS THROUGHOUT THE SITE.I RpL S DE ISIONING OF E S. THE 6. TRASH SHALL BE PLACED IN DUMPSTERS AND COLLECTED PRIVATELY. PROPOSED USE: COMMERCIAL PROPERTY SUBDIVIDED INTO 3 LOTS p Q yp `p pp /,4. S D DIY l'J :51 RJR OC ARE TO BE ALL TER 1:1 3:1 BE) 7. ALL SO4AGE / SITE IDENTIFICATION DESIRED FOR THE DEVELOPMENT SWELL BE SUBMITTED AND FILED SEPARATELY BY THE 01"I / DEVELOPER.WITH C-2 IZA 5. PEA R - SASWJA&C DITCHES MAY BE REQUIRED WHEN, IN THE OPINION OF THE COUNTY AGENT IT IS DEEMED NECESSARY TRIP GENERATION ESTIMATES: 6. TVI T7 IW ABLFW.L TALSO B1 MER. STANDARDS OF CODE LAND USE AVg._WEEKDAY . STREET PEA SATURDAY SUNDAY 7 %Qcm 3,OO P X 6',10PI.ACEDUPON4 l ONE BASEOVERC0 150 WAREHOUSING (x 3 EMPLO ) 0.51/EMPLOYEE 0.590EMPLOYEE 1.00IEMPLOYEE 0.86/EMPLOYEE ILSH OF TH OF 8. ALL WWM HD ( VY ,J F.OMP , IN p pga A4"TED SUB P pA, g N!" THICK, 4,000 PSI CONCRETE REINFORCED WITH 6' X 6",10.10 TRIPS GENERATED: 11.67 1.53 1.77 3 1.95 Df poi'PD t)PON 6" 1A 3T01 OVER GfZADE. G9. FOR SPECIFICS REGARDING SPECIALTY PAVING REFER TO DETAILS. CODE LAND USE AVWEEKDAY . STREET PEA% SATURDAY SUNDAY l W . Edwardspg M .Franklin Steven W.10. MOPEA SHpALLyBE VDQA NO P SPAWS MARINT TOA 5' X18' PMNT-OUT DALLVAN 710 GENERAL OFFICE 11.01/1 1.5611000 SF 1.49/1000 SF 2.37/1000 SF 0. 98/1000 SF Ric. No. 35326 Ik. No. 093SPASSFULLL nt X 18' X ' P - X 1 AD IJACE ( x 24, 11. ALL STORM SEWERA T TRIPS GENERATED: 272.80o p pg yp C; pg / y r Al s Cg CLASS 3 U h N 12 OR EQUALNIFJDOT STANDARD PB- NFBEDDICOIIL 38.42 38.93 59.74 24.29 IT SWILL BE sslCODELANDUSEA11 _WEEKDAY AM. STREET PE SATURDAY SUNDAY ONAL SCAM 890 FURNITURE STORE 5.0811 0.17/1000 SF 0.4611000 SF 4.9411000 SF 4.64/1000 SF x 4,218 TRIPS GENERATED. 21.33 0.72 1.94 20.83 19.56 TOTAL: 306 41 41 83 46 STANDARDS AND SPECIFICATIONS LEGEND P VICINITY MAP REVISIONS APPROVALS1. VIRGINIA DEPARTMENT OF TRANSPORTATION (V.D.O.T.) ROAD AND BRIDGE SPECIFICATIONS, -- .N WATER LINE (EX. / PROP.) BOUND I T-OF -WAY LINE 1 »= 3 1. 12 -20-05; CO. /ACSA COMMENTSDATED2002. WV40 WMO WATER VALVE / METER I.F. IRON PIN FOUND 2. 1 -3-06; COUNTY COMMENTS2. VIRGINIA DEPARTMENT OF TRANSPORTATION (V.D.O.T.) ROAD AND BRIDGE STANDARDS, DATED FHA FIRE HYDRANT I.S. IRON PIN SET d" t 3. 1- 17-06; ACSA COMMENTS2001' YM-& YARD HYDRANT SETBACK LINE 4. 34-W; COUNTY COMMENTS / Q Z 75. 4- 18-09; ENGR. COMMENTS PLANNING /ZONINGBQA• BLOW-OFF ASSEMBLY 6. 8 -1-06; MAJOR SITE PLAN AMENDMENT3. VIRGINIA DEPARTMENT OF CONSERVATION AND RECREATION, DIVISION OF 301E AND WATER EASEMENT LIMITS CONSERVATION, VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK, THIRD EDITION, 1992. SS SANITARY SEWER LINE (EX. / PROP.) CENTERLINE ,_ 7. 9 -3-06; CO. COMMENTS 8. 10-3 ; ESC NOTE / MYLARSFJINOUTCONTOURLINE (EX. /PROP.) AD - 9. 1 -25-07; LIGHT ADJUSTMENTSINSTITUTEOFTRANSPORTATIONENGINEERS (RTE MANUAL), TRIP GENERATION, COO CL 7TH EDITION. ti - -' -' i 10.6 -18-07; BUILDING 2 REVISIONS ENGINEERMR- MANHOLE E--3: tF - 2.507 - DEGREE / DIRECTtON OF SLOPE 5.NIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) STANDARDS. SD=== STORM LINE (EX. /PROP.) 479.70 SPOT ELEVATION 11. -11 -07; MINOR SITE PLAN AMENDMENT ,;.= - - \ / " , S. ALBEMARLE COUNTY SERVICE AUTHORITY CONSTRUCTION SPECIFICATIONS REGULATING THE DI r STORM INLET HP HIGH POINT D10 1 \`' - % BUILDING OFFICIALCONSTRUCTIONANDEXPANSIONOFTHEWATERANDSEWERSYSTEMSWITHINTHECOUNTYOFYD® YARD DRAIN L.P. LOW POINT ALBEMARLE, VIRGINIA, DATED 2005. DSo DOWNSPOUT DITCH / SWALE G GAS LINE (EX. / PROP.) WATER COURSE GV® GMO GAS VALVE/ METER BM+ BENCHMARK ARCHITECTURAL REVIEW BOARDOHEOVERHEADELECTRIC (EX. /PROP.) CG-2 VDOT STD. HEADER CURB UGE UNDERGROUND ELECTRIC (EX. /PROP.) CG-6 VDOT STD. CURB A GUTTER \ PP,Cr POWER POLE CG-12 VDOT STD. HANDICAP RAMP J SYMBOLLPLIGHTPOLEHCHANDICAPPARKING -;' /, c / ,- _, GUYe GUY WIRE DIP DUCTILE IRON PIPE FIRE OFFICIAL RCP REINFORCED CONCRETE PIPEEM= ELECTRIC METER ( ` /CMP CORRUGATED METAL PIPE TRANSFORMER PVC POLYVINYLCHLORIDE PIPE p OHT OVERHEAD COMMUNICATIONS (EX. / PROP.) HDPE HIGH - DENSITY POLYETHYLINE PIPE ACSA UGT VC VITRIFIED CLAY PIPEUNDERGROUNDCOMMUNICATIONS (EX. /PROP.) PEE) UTILITY PEDESTAL FEE FINISHED FLOOR ELEVATION 0-SWM / DWM o /6a SINGLE / DOUBLE WATER METER TBR TO BE REMOVED VDOTo GV E)4 GATE VALVE TBT TO BE TRANSPLANTED TBS TO BE SAVED COMDIAL hBOAoBLOWOFFASSEMBLYv N 7938.13 NOTES: ALL DIMENSIONS TO CURB ARE TAKEN TO FACE OF CURB UNLESS CLEARLY NOTED OTHERWISE. ALL PARKING SPACES SHALL BE 9'X 18' UNLESS OTHERWISE NOTED ON PLANS. ALL HANDICAP PARKING SPACES SHALL BE 8' X 18' AND PAINTED AISLES SHALL BE 8'X 18' UNLESS OTHERWISE NOTED. ALL TRAVELWAYS SHALL BE 24' WIDE UNLESS OTHERWISE NOTED ON PLANS. ALL CHAMFERS SHOWN ON SIDEWALKS SHALL BE Z X 2' UNLESS OTHERWISE NOTED ON PLANS. ALL ON -SITE CURB SHALL BE VDOT CG-2 UNLESS OTHERWISE NOTED ON PLANS. ALL BOUNDARY LINE ANGLES ARE 90° TO EACH OTHER UNLESS OTHERWISE NOTED. f."FRION//S 0 Ia 20' ALL MAJOR BUILDING AND PARKING LOT LINES ARE TO BE PARALLEL OR PERPENDICULAR TO SUBJECT PROPERTY'S SIDE BOUNDARY LIMITS. BACK OF CURB FACING AT GREENBRIER DRIVE TO HAVE NEAREST POINT LOCATED ON 10' SETBACK LINE AND DEPART INBOARD FROM THERE. LOT 10 TMP 61W-1-A-8 Now or Formerly ANVINCE LAND TRUST 42" RAILING- MODEL: MONROE 3 -RAIL; COLOR: BLACK SUPPLIER: MERCHANTS METALS (800) 348.7678; TYP. IF W MODULAR RETAINING WALL. CONTRACTOR TO CONTACT ENGINEER FOR PLANS PREPARED BY CIRCEO GEOTECH ON / DECEMBER 8, 2005. dp A CG-6,- TYR CG -12A, TYR A CG -12A, W TMP. F in g0 O ONO M A w A w H V 36 S ACES d . ' CJ 1' - R, TYP. - - - - 2' PARKING OVERHANG; TO ALIGN WIT CURB OF RADIUS LOT 11C TMP 61W- 1 -A -8C Now or Forrnsly BLUE RIDGE HOMEBUILDERS ASSOCIATION, INC. E 8051.93 \-VDOT STD. GR -2 GUARDRAIL °' 375.47' ih 11 d 0 j ° m D ° F R ' < e v 20.3' iv - o . DUMPSTERS TYP. m m d 3 SPA PARKING 8.5' 4' 12' 92.0' BUMPS S' O TYP. LD CONCRETELOTA -2A 16' x 18' HD GONCIIE37,890 SF WALK, TYP. DUMPSTER PADd e A A g v.A.H.c. a 3 - I b CONCRETE FILLED FORMER M BLDG 1- OFFICE STEEL BOLLARDS LOT A -I " IST FLOOR 6,580.5 GSF W BUMPERS iD I 5'Ft 2ND FLOOR 4,957.5 GSF 26,802 SF 2' R 1 D TOTAL 11,538 GSF I • 17t M R 3aoo . N 7968.07 V POO, TWO -STORY BLDG 2 - OFFICE 8 "E E to ONE -STORY 5412.2 GSF /FLOOR m °FOUR -STORY OFFICE 21v r 0 3` 8' 10' 10' 1 ' ' 18'30' R Op (ONO RAMPED T PARKING OVERHANG; TYP. SECTION(S) TO G -2 DOORR \ TRANSITION LOCATIONS WALK I 18 I gyp, fsT ldv. 1 e O 73 FLUSH WITH co TMP 8'N 7972R 54 PAVEMENT IN 4 'K c6b f+ %d E 8109.16 ALL LOCATIONS; - 3 P. °D ' w a TYR 5' iv D a _ RAMPED I I 2 PARKING RAMPEDdwAREA; TYP. OVERHANG v N 985.71 8'R SECTION ` v D V O E 134.92 ° D ° . _..- m 1.2 ° 1 "` `tE' ' k O irk a 24' R; 7 S ACES TMP. ' 24'R;5'R m \ TYR 7 1 IPACE 24' D STER S 3'R CONCRE 9 8 8 9 S , 1 R CREASEMENT 0 30'R 28.56' BOX, AND 31. 5' 8'1' Y 4p fa SIDEWALKS; I - - - s N 8174.74 IF PARCEL A TMP 61W- 1 -A -10A Now or Formerly SANDRA M. OWEN a Ad T K i I ice S i r mol-NR - Imo EC k " LOT A -1 TMP 61 W -1 -A-6 Now or Formerly FLOWERS BAKING CO. OF LYNCHBURG, INC. NOTES, 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 3. CURB HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) WILL BE PAID FOR AS RADIAL CURB. 4. THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3 SEE15" DEPTH) OR INCREASED AS MUCH AS r (21" DEPTH) IN ORDER THAT THE BOTTOM OF CURB WILL COINCIDE NOTE A WITH THE TOP OF A COURSE OF THE PAVEMENT SUlSTRUCTURE. OTHERWISE THE DEPTH IS TO BE 1a" AS SHOWN. NO ADJUSTMENT IN THE PRICE BID 13 TO BE MADE FOR A DECREASE OR AN INCREASE IN DEPTH. 5. THIS CURB IS TO BE USED WHEN DESIGN SPEED IS 40 MPH OR LESS ON RURAL H IG1~YS AND 45 MPH OR LESS IN DEVELOPED URBAN MID SUBURBAN AREAS. IF THESE DESIGN SPEEDS ARE EXCEEDED STANDARD CG-3 IS REQUNRED. I" 6" CURB SECTION P-003 N.T.S. MOTU: 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE. 3 / SECTION NOTE: PARKING AREAS, TAVELWAYS, AND SIDEWALKS TO BE OVERLANE WITH A JOINT ACCESS /USE EASEMENT COMMON TO ALL THREE LOTS. 2.% HD CONCRETE 24' LOADING DOCKS MODULAR RETAINING WALL. - CONTRACTOR TO CONTACT STRUCTURAL ENGINEER FOR PLANS 1 SM 9.5A SURFACE COURSE 3 BM 25 ASPHALT BASE COURSE 6" VDOT #21 A STONE BASE COMPACTED SUBGRADE (95% AS DETERMINED ASTM 698) PAVING SECTION P-0o4 N.T.B. DETAIL iD4M N.T.S. 1 1 1'iSTAIRS T d PARCEL B TMP 61W-1-A-10 Now or Formerly MULTI CHANNEL TV CABLE CO. O 41A 6.9' F a OFF LAME IF 4 PARCEL A TMP 61 W -1 -A -1 B Now or Formerly CHICKEN CHALET ROTISSERIE INC. NOTES' WOMN RESERVES THE RIGHT TO ADD BRICK.3 REBAR IN NOSE; 2" CLEAR, TYP. ALL TREADS SHALL HAVE A POSITIVE WASH SEE e8 VARIES- SEE PLAN 12" FOR ACTUAL RISER TMP. Arm- HT. AND # OF STAIRS WITH "RECESSED y BACKER ROD AT TOP e .iii AND BOTTOM OF STAIR j; / / / /i j /> r r r -r c • - • TMP. SEE '. s r ;,;Y 4 „ SCHEDULE 40 PVC TOeti "'•BE EMBEDDED AT TOP AND BOTTOM OF EACH STAIR FOR FUTURE 3 / SECTION NOTE: PARKING AREAS, TAVELWAYS, AND SIDEWALKS TO BE OVERLANE WITH A JOINT ACCESS /USE EASEMENT COMMON TO ALL THREE LOTS. 2.% HD CONCRETE 24' LOADING DOCKS MODULAR RETAINING WALL. - CONTRACTOR TO CONTACT STRUCTURAL ENGINEER FOR PLANS 1 SM 9.5A SURFACE COURSE 3 BM 25 ASPHALT BASE COURSE 6" VDOT #21 A STONE BASE COMPACTED SUBGRADE (95% AS DETERMINED ASTM 698) PAVING SECTION P-0o4 N.T.B. DETAIL iD4M N.T.S. 1 1 1'iSTAIRS T d PARCEL B TMP 61W-1-A-10 Now or Formerly MULTI CHANNEL TV CABLE CO. O 41A 6.9' F a OFF LAME IF 4 PARCEL A TMP 61 W -1 -A -1 B Now or Formerly CHICKEN CHALET ROTISSERIE INC. NOTES' WOMN RESERVES THE RIGHT TO ADD BRICK.3 REBAR IN NOSE; 2" CLEAR, TYP. ALL TREADS SHALL HAVE A POSITIVE WASH SEE e8 VARIES- SEE PLAN 12" FOR ACTUAL RISER TMP.EXP JOINTHT. AND # OF STAIRS WITH "RECESSED y BACKER ROD AT TOP Y2" RAD.AND BOTTOM OF STAIR FOR NOSE;SET; CONT., TYP. TMP. SEE '. s r ;,;Y 4 „ SCHEDULE 40 PVC TOeti "'•BE EMBEDDED AT TOP AND BOTTOM OF EACH STAIR FOR FUTURE CONDUIT USE 3000 PSI CONCRETE AT 28 DAYS, AIR - ENTRAINED 8 "X6 "W # "O.C. D 1 CONCRETE STEPS VERT) AND #3 Q 6 O.C. (HORIZ) W/ 2" MIN. COVER COMPACTED VDOT 021A STONE BASE, 8" MIN. 95% COMPACTED SUBGRADE 4" SCHEDULE 40 PVC TO BE EMBEDDED AT TOP AND BOTTOM OF EACH STAIR FOR FUTURE CONDUIT USE 3 / SECTION H -013 N.T.S. TERRA CONCEPTS, P.C. CIVIL ENGINEERS LANDSCAPE ARCHITECTS 200 6th STREET, NE CHARLOTTESVILLE, VIRGINIA 22902 PH. 434 - 295 -6496 FAX 434 -296 -6497 0 H z A 5 PO4 a v F a o w a Eno O a TH OF D Alan G. Franklin Iic. No. 35386 s ' SIONAL 1 TH OF `Ilrf .p 7 Steven W. FAwards lic. No. 0931 r ti SCr1,Y SCALE: 1" = 20' ISSUED: 10 -27 -05 DRAWN BY: MEK /AGF REVISIONS: 1. 12 -20 -05, CO. /ACSA COMMENTS 2. 1 -3-06, COUNTY COMMENTS 3. 1- 17-06, ACSA COMMENTS 4 3 -8 -06, COUNTY COMMENTS 5. 4- 18-06, ENGR. COMMENTS 6. 8 -1-06, MAJOR SITE PLAN AMENDMENT 7. 9- 13 -06, CO. COMMENTS 8. 10 -3-06, ESC NOTE / MYLARS 9. 1- 25 -07, LIGHT ADJUSTMENTS 10.6- 18-07, BUILDING 2 REVS 11. 9 -114r MINOR SITE PLAN AMENDMENT All 6@ t rsasrvad. No part or Mu malarial prowcas ' by " OWftlt (plans. Maas, daaiprw, s•cYons or da4I sxpnas•d on Mass plans) may be rapt Wco, char go or ul tsd in any form or by any nwarw, aI al a Mc or m•chardoal, indudkrp owftopYkq, aannkp, or by any o0w nwans of ntrbvw symm, **w wrNesrr psrmisaw from Terra Cwv"%, P.C. ANo, Maas pkrrw nwy not be aasoscl to a hW parV Wrltlrout lint W~ au&ort~ of Tatra Corroaptt, P.C. TERRA CONCEPTS, P.C. SHEET 9 -2701 of 14 T ! i BENCH /S uRVEYCaVT OL r, RteSM a E I I I 3 W I I I 3 ( 4 w I II 3 7 Rwr I nm Lw I } EXISTI 15~ RCP SSMANHOL ETO NSTALL ON 1, I I I ICONTRACTI TEMPORARY ETY \ II i IRIM497.50 FENCING ABO WALL \ I I IINV. IN 495t (EX) CONSTRUCTION IN IINV. OUT 488.35 (15 ") \ ACCORDANCE WI SHA \ \ VDOT STD. GR -2 GUARDRAIL I6" X 8" CONCRETE TRENCH STANDARDS; TYP. \ INSTALLED AT TOP OF SLOPE Z I IW/ CAST IRON GRATE TO \ FROM PROPERTY LINE.ASPHAL T CONVEY ROOF RUNOFF \ I 00PARKINGFROMDOWNSPOUT \ LOT THROUGH CURB AND Vpgatit *3?V7W GUTTER TO PAVEMENT, TYP. ON/f.OrFA IS I STEP WALL HEIGHT / DOWN WITH GRADE , 3 - xx AW02M TW = orzor EX. 502 504 506 2:1 5w SLOPE TO BE MATTED AND PLANTED IN GROUDCOVER (SEE LANDSCAPE PLAN) . WALL // / // / < 3 1 TW = 500.50 BYPASS STRUCTURE 1 / I T 484.81(48 HC RAMP RIM 491.00 491.26 , 4N.80 1 o a • INV 489.00 ° ` NV 487.43 .47 496.16 . I TW = 498.50 SOT 7kT AN BASE; L / -- O.fi a ° p REDUCER; AND DI -1 INLET TOP • 0 / / STEP WALL RIM 492.8445 491.88 1.38 491.26 401.36 HEK3HT DO . IN 485.96 (8")I1 4`l FLUSH EX. 12" ° PROPANE TANK 494. / NEW PAVI 3 I 1 ° ASPHALT TRAPEZOIDAL RAMP 491. RIM FADS 83 RMA 492.32 w, 4".06 I N 484.83 (48")b / ) / SECTION W N C7 v5 I \ ~ } : 491.12 TOP RAMP =TOP CURB INV 487.42 INV 487.70 ,4 \ (D. _ AC) VDOT R.O. SHALL MATH 1 . BLDG 1 e 02.96 4 , 48" HERE ENO CAP ' \ \ // TE EXISTING P VI 3 I \ \ FFE = 491.40 12" NYLOP "' 494'58 lNli +' // / GRADI ENT SECTION (m I N, 491 .49C YARD DRAIN, RIM 492.61 INV 489.81 TRANS- (2) 60 \ // / WITHIN EXISTING EASEMENT TYP. F8. } / S SI TRUCT STORM DRAIN MANHOLEOERHP4", 86 \ s I - ° , ' i4.74 4 / W/ D - OP ON END OF EXISTING 12" SLOPE TO SIDEWALK IN FRONT OF ENTRY 66 4of1: • " /AP INTO EXI TI •, _ ` / / RCP. EXISTING 24" CMP TO ATERLINE I , a 404.04 NEW MAN CONNECT PROPOSED44&37 .` 0"X8" TAPPI N 3 - - }- - - •- - .._ -\- FL REQUIRED FOR 492.86 492.98 # 88.78 (1 k 48 ° ° / / 15" RCP TO E. EEVE AND VE w ti 00• '`I„ rm 4 6 IAN 40 83 (tom ' 493. / / RIM 485.90 93c7 ! _ - - " W 40.43 (I! -) °Q \ . / " ' IN 479.83 (EX. 24 ") N - W RISERS 12 MOM •I .90 " 491.36 - \ o p ° 1.56 %° > . °v BLDG 2 3.0096 / \REMOVE EXI TI20 % 1 489.541 \ \ STORM DRAT NE N 1.14 . ,_ ._ : ,+ .51 - - _ - 491. + DOWNSPOUTS TO DUMP FFE - 492.70 `00 / MAINTAIN FL LINE ONTO PAVEMENT, TYP. \ 41 , ACROSS ENTRANCE ` e I ! ALL METER SIZES TO BE 1 \ 23.0' DRAINAGE/SWM II I 3 p \ / 4 3. EASEMENT \ 93.87 \,VDOT STD. I I } 9t: . \ SWALE 95.0 LF OF 48 " COMMERC I ' GRADE o I91. \ ' / YARD DRAIN UNDERGROU D ENTRANCEVIT4 48 1 BREAK IN 481. 3 492.16 m 493.13 3.33 STORN93.60 RIM 493.33 >" VDOT STD. 2 I I } / ' 1 SIDEWALK d • ° \ 493.78 INV 490.33 DETENTION HANDICAP 3 I 1 ; I 491.34 91. 491 71 a v C-4 402,53 492.35 49x;'!8 x . T T PRECAST EX. 2" GAS LIE I I ( r I 489 343% d D ° D ° 4»0. a 49 D ° s 'x.,21 . 1. 482 93.56 a JUNCTION BOX B SS 1 1 I I I ,' 489. _ 490.62PICKEDUP :88 , " DIA rymy 490 492.25 LE WALL AND 4 UTILITY DUR O I } K 4ag ° 4 1 4 . 14 1. I . 492.75 ` Y 4K.08 / TOP FOR ORIFICE AND MH-1 I I J " TER 1" "TI m •- ICONSTRUC /RIMI } L_ 482 06 SS LI 49165 RE- LOCATE 48p 4"i4" TEE . 493.56 /N I I 9MFI I 00 111.1( FROM BACK - \ ME1R 402.95 TC 493.45 INV. IN 490.00 (8 ")UNDERGR N \ } 4' G.V., TYr^\ 490.52 C WWALK 491. \ i I 493.56 INV. IN 484.45 (48 ")TELEPHONE E I -- 4 DIP W,E. 489.7 _„ 2 6X6 "- fi IN 479.42 W ` W _ W W W W W W W W W W TC 493.45 INV. OUT 484.34 (15 ")1' INSIDE R. .W FILTER } OUT 4 I DEDICATE 4' - - - 8" PVC S. S. 8" PVC S. S. 4 4" SAN. LATERAL 30' ACSA EASEMENT i / EASEMENT UNITS fib. ... ._ I -"".` S -' - _. _. s -s - - S_ _... , :3 S S S S S 3 3 S I . 7 S -" I 3:8096 8. X TEE 1. V c , " Tg 493.45 0 90 I 47 •"".'. -+ 4$7.10 8" X DUCER 1 - ' 'i.1L REMON COURT I I LA1'I • 0 0 _ - ._ - -- - -= ,------------- -- - - -- ---- - - - - -- -- - - -- -------- }---- - - - - -- - - - -- - ---I SC40:.06.. °. 93.45 O I _ - I 402.06 STAN48- --M-., D CONSTRUC 3 SMH 493. NY1.QI DOGHOUSE " .• I 1N 489 . r .._ --- .. - 490.45 MANGLE ON 8 . 0° - I 1 HP ° 490.4 ° SAN. SEWE 486.b4 2.22% 1 491. D ' TTRENCH DRAT a ..- OUT 485 ` RIM 485.11 R TAWA EX. INV. 4 8.57 ; I \ 2:1 X - - _ fPROP. INV. I N 2:18.77 D D ADJUST 15" ( D ° \ ° I °RIM ' .9 INVERT IN ® - - - - 1 " - - - - - RIM 482.86 - -- - - -- - - - - - -- TEFL-- - - -_ -- - - - - IN4 10 PROP. ITV I 9.50 ( 5 ") I I (2) 6X4 - -- TW 492.05 ` OU1l 4 DETGNT - - - - - -- _ - (2) _ v EX. }5 3 _ - _ _--- 480 - -_ _- -Fi-TE F4A_ - 480 -- _ 8X4 1NV.0 00FILTERRA91. I I i _• -- _- _ ONfTS- __ TW 490.86 \ O I I I / / V X 16' X V PRECAST CONCRETE JUNCTION -- ' ---___ - _ - - - - - - - - - BW 482.00 I co 3 ( / / / BOX W/ BAFFLE WALL AND A 6"x6" OUTLET DI -2B: BYPASS STRUCTURE 6 X 14 X 6 PRECAST - - ORIFICE RIM 400.72 PIPE OTFALLAT UNNM RIM 487.20 IN 481.70 (15 ") CONCRETE JUNCTION BOX n VWkLL INV 753UI IN 481.41 (15" -'E') x OUT 481.60 (15 ") W/ MH -1 TOP FOR ACCESS MODU D M••1 ' t7' I I / O T 4 75 (2 - 48") ( (D.A. = 0.44 AC) RIM 490.71 LAR BLOCK IN 481.52 (15"'C') \\ RETAINING WALL STORM FLOW TOOUT477.85 (15" -'A') ® OUT 478.71 (2 - 48 ") \\ CONTINUE IN EXIST"A REPLACE EX. DI-7 TOP W/ MAN COVER DI-2B: BYPASS STRUCTURE \ DITCH AND EASEMENT RIM 485.50 RIM 489.71 \ \ IN 477.56 (15 ") OUT 482.71 (15 ")REGARDING STRUCTURES Al AND G3: 00 3 DI-313 (8') OUT 479.83 (EX. 24' (D.A. = 0.30 AC) \ \\ EASEMENT WHEREVER AM ® DRAINAGE EASEMENT - CONTRACTOR TO FLAG LIMITS OF TOP 475.70 DI-1: BYPASS STRUCTURE VVORK NT IS c') I I RIM 488.25 PROPO Z a IN 482.15 (15 ") \ -CON (TOR TO DE E IF OUT 482.06 (15 ") THE H BOX IS NECESSARYwI (D.A. = 0.34 AC) ING AT STRUCTURES Al DI -1: BYPASS STRUCTURE RIM 48625 1 OUT 482.25 (15") D.A. = 0.28 AC) STORM STRUCTURE SCHEDULE T TTTT _TTV NC'lTFq > STRUCT. TYPE RIM IN OUT MUMOUT A2 JB 874.20 477 .75 477.85 WA 494.94 SS -2 MH 487.40 479.42 479.22 10 LF OF 15" HDPE 1.00% Al MH 485.50 477.55 478.83 Di-1 402.84 484.83 404.81 1DETtNT"l 73.00 LF OF Or HDPE 0.50% 81 JB 490.71 481.52 478.71 464.34 TW 490.1 _S. 192 LF OF 48" HDPE 0.50% A2 JB 487.20 477.75 477.85 x 2 483.00 478.53 CONCRETE JUNCTION BOX W/ BAFFLE WALL \VDOT STD. GR -2 GUAR L XND 3" DIA D3 DI-1 486.27 WA 481.47 15 BY CLASS I \ RIP RAP \ G4 DI-7 485.90 EX 16.94 LF OF 1 HDPE a 2.00% D2 MH 488.66 481.09 480.99 23.08 LF OF 24" RCP 1.60% G3 DI-7 36.00 LF OF 48" HDPE a 0.50% D1 JB 489.24 480.82 480.72 85.68 LF OF 24" RCP 2.04% 18.07 LF OF 15" HOPE 8.41% G2 MH 489.36 479.20 476.86 11.56 LF OF 24" RCP 1.56% G1 EW -1 NIA 476.50 C2 DI-2B 489.71 WA 482.71 4' THROAT)101.0 LF OF 15" HDPE Q 1.00% C1 IX2BB 490.72 481.70 481.60 12 4' THROAT) 489.60 WA 485.53 8.0 LF OF 15" HOPE 1.00% BI JB 490.71 481.52 478.71 4.05 LF OF 6" RCP a 2.00% 11 TS 490.03 488.52 485.47 El 134 486.25 482.15 482.05 JB 486.68 464.48 480.99 32.1 LF OF 15" HDPE Q 2.00% A2 JI3 1487.201 481.41 477.66 S) STRUCT.TYPE RIM INVERT IN MUMOUT PIPE H3 END CAP WA WA 494.94 SS -2 MH 487.40 479.42 479.22 BW 4 .00 81.79 LF OF 8" PVC 0.55% 22.00 LF OF 48" HDPE 0.50% H2 Di-1 402.84 484.83 404.81 1DETtNT"l 73.00 LF OF Or HDPE 0.50% H1 JB 491.85 484.45 464.34 TW 490.1 _S. BW 478.00 33.02 LF OF 15" HDPE 4.06% G3 MH 489.20 483.00 478.53 CONCRETE JUNCTION BOX W/ BAFFLE WALL \VDOT STD. GR -2 GUAR L XND 3" DIA ONFICE AND MH- \ k 15 BY CLASS I \ RIP RAP \ G4 DI-7 485.90 EX 479.00 23.08 LF OF 24" RCP 1.60% G3 DI-7 489.20 478.63 478.53 85.68 LF OF 24" RCP 2.04% G2 MH 489.38 476.78 478.88 11.56 LF OF 24" RCP 1.56% G1 EW -1 NIA 476.50 WA 12 TD 489.60 WA 485.53 4.05 LF OF 6" RCP a 2.00% 11 TS 490.03 488.52 485.47 49.27 LF OF IT RCP a 2.00% D2 JB 486.68 464.48 480.99 J2 MH 407.50 495+/-488.35 177.0 LF OF 15" RCP 5.0096 J1 EX DI-38 482.88 479.50 478.98 UNITARY SEWER STRUCTURE SCHEDU] STRUCT.TYPE FUM WERT WERT PIPE IN OUT SS -3 MH 491.86 488.06 406.85 299.06 LF OF 8" PVC 2.15% SS -2 MH 487.40 479.42 479.22 BW 4 .00 81.79 LF OF 8" PVC 0.55% SS -1 MH 485.10 478.77 EX 14- TEES) 3TORMW 1. ALL SINGLE (DM) H2O METERS TO BE SERVICED WITH A 3/4" TYPE -K COPPER LINE. SEE SHEET 16 FOR DETAILS. 2. ALL DOUBLE H2O METERS (DM) TO BE SERVICED WITH A V TYPE -K COPPER LINE. SEE SHEET 16 FOR DETAILS. 3. ALL SANITARY SEWER LATERALS TO BE 4" SCHEDULE 40 PVC. 4. ALL ELECTRIC METERS TO BE LOCATED ON SIDE OF BUILDING. FOR EXACT LOCATIONS SEE ARCHITECTURAL PLANS. 5. ALL GAS MAINS TO BE 2" P.E. UNLESS OTHERWISE NOTED. IN ALL CASES SUPPLY LINES TO OUTLET VALVE SHALL BE INSTALLED BY THE CITY OF CHARLOTTESVILLE GAS DIVISION. 6. ALL UTILITIES SHALL BE INSTALLED OR PREPARED FOR FUTURE PHASES. IN ALL CASES, STUBS AND WITNESS POSTS SHALL BE PROVIDED ON ALL UTILITIES SERVICES UNLESS SERVICE PROVIDER PREFERS OTHERWISE. CONTRACTOR TO CONTACT SERVICE PROVIDERS TO COORDINATE. 7. ALL ELECTRICAL CONDUIT AND PULL WIRES FOR DOMINION VIRGINIA POWER, SPRINT AND ADELPHIA SHALL BE PROVIDED AND INSTALLED BY CONTRACTOR. CONTRACTOR SHALL TURN UP AND CAP ALL CONDUITS. ALL ELECTRIC CONDUIT BURIED UNDER ROADS/SIDEWALKS/ETC. SHALL BE CABLE IN CONDUIT (CIC). S. SPRINT AND ADELPHIIA CABLE SHALL UTILIZE JOINT -USE DITCH WHEREVER POSSIBLE WITH ELECTRIC SERVICE PROVIDER. NO CHARGES APPLY TO PLACING BURIED SPRINT CABLES. 9. SPRINT TO CONTACT ENGINEER PRIOR TO INSTALLATION. 10. ALL UNDERGROUND CABLE EASEMENTS SHALL BE 15' IN WIDTH. 11. CONDUIT SHALL BE LOCATED UNDER ALL PAVING/HARDSCAPE SURFACES. ALL CONDUIT SHALL BE 4" MIN. DIAMETER, SCHEDULE 40 PVC, UNLESS OTHERWISE NOTED. CONTRACTOR TO CONTACT UTILITY PROVIDERS TO DETERMINE CONDUIT QUANTITIES IN EACH SITUATION. CONTRACTOR TO PROVIDE 4 ADDITIONAL CONDUITS AS SPARE FOR FUTURE SERVICES AT ALL LOCATIONS. 12. GAS SERVICE TO BE INSTALLED BY SERVICE PROVIDER. 13. WHERE POSSIBLE, UTILITY PEDESTALS SHALL BE GROUPED TOGETHER IN SAME LOCATION. E+ 14. CONTRACTOR SHALL HAVE PRE - CONSTRUCTION MEETING WITH ALL UTILITY COMPANIES, LANDSCAPE ARCHITECT AND ENGINEER PRIOR TO INSTALLATION. 15. FOR ELECTRIC SERVICE, ALL CONDUIT CROSSINGS SHALL BE INSTALLED BY OWNER/DEVELOPER. ALL CONDUIT FOR SECONDARY RUNS TO SERVICES SHALL BE 4" CONDUIT. ALL CONDUIT CROSSING ANY ROADS SHALL BE PROVIDED BY ELECTRIC PROVIDER AND INSTALLED BY SITE CONTRACTOR.THE NUMBER AND SIZE OF CONDUITS AT EACH CROSSING DOES NOT INCLUDE TELEPHONE AND CABLE TV. 18. FOR UTILITY LOCATION DETAIL SEE SHEET 7. WATER METERS TO BE SIZED BY ACSA BASED ON FIXTURE COUNTS PROVIDED BY OWNER. SDMH IN 479.11 (EX. 12 ") RIM 489.20 OUT 479.00 (24 ") IN 483.00 (15 ") IN 478.63 (24') OT478.53 (24 ") LL IN EXISTING DITCH ADJUST EXISTING D GE EASEMENT rm DI-1: BYPASS TRUCTURE RIM 488.27 o \ OUT 481.47 (15") I (D.A. = 0.22 AC) I \ BLOCK \ WALL I 1 ®1 ` \ I 1 1 O 0` 489.4 \ 40• NM 488.68 \ \ \ 1 IN 481.09 (15" -'D') I j 1 IN 484.46 (12" -1) OUT 480.99 (48") 3f -19.5 LF OF 48" HOPE 491. 1 04DERGROUND BW 4 .00 PANWOLD SYSTEM FITTINGS 14- TEES) 3TORMW 1DETtNT"l LAIC \ TW 490.1 _S. BW 478.00 TW 490.7 BW 483 IF rf2'E T X T PRECAST \ CONCRETE JUNCTION BOX W/ BAFFLE WALL \VDOT STD. GR -2 GUAR L XND 3" DIA ONFICE AND MH- \ k 15 BY CLASS I \ RIP RAP \ TdP FOR ACCESS RIWM.24 IN 486.82 \ OUT 46P.72 \ ILTERRA SCHEDULE FILTERRA NOTES LAW DA UYFA33 1. CONTRACTOR TO ENSURE THE DEPTH BETWEEN TOP OF TYPE B;jET CURB AND INVERT OF OUTLET PIPE IS 3.5'. 2. CONTRACTOR TO VERIFY AND USE A 4" PVC (SCH. 40) IS USED F2 ww 0.17 El BETWEEN EACH FILTERRA AND BYPASS STRUCTURE. EACH FILTERRA IS EQUIPPED WITH A 4" SDR -35 COUPLING WHICH THE 4" PVC PIPE IS INSERTED. F4 ww 0.14 Ez 3. A MINIMUM OF Z IS RECOMMENDED BETWEEN EACH FILTERRA AND BYPASS STRUCTURE. 4. CONTRACTOR TO SPECIFY WHEN ORDERING EACH FILTERRA NOTED THAT THE THROAT IS ON THE LONG SIDE. FT Ww Cl 5. ALL SUBSTITUTIONS MUST BE APPROVED BY THE ENGINEER cl PRIOR TO ORDERING AND INSTALLING. TE."m.'i'x CONCEPTS, P.C. CIVIL ENGINEERS LANDSCAPE ARCHITECTS 200 6th STREET, NE CHARLOTTESVILLE, VIRGINIA 22902 PH. 434 - 295 -6496 FAX 434- 296 -6497 o 0 F a AHD W a Ga C7 W A tiTH OF 1 , r 7 Alan G. Franklin Lic. No. 35826 o SIGNAL ' LTH OF 7 Steven W. F WArds lic. No. 0981 14 SCDs - SCALE: 1" = 20' ISSUED: 10 -27 -05 DRAWN BY: MEK /AGF REVISIONS: 1. 12- 20-05, CO. /ACSA COMMENTS 2. 1 -3 -06, COUNTY COMMENTS 3. 1- 17-06, ACSA COMMENTS 4 3 -8-06, COUNTY COMMENTS S. 4- 18 -06, ENGR. COMMENTS 6. 8 -1 -06, MAJOR SITE PLAN AMENDMENT 7. 9- 13 -06, CO. COMMENTS 8. 10 -3-06, ESC NOTE / MYLARS 9. 1- 25-07, LIGHT ADJUSTMENTS 10.6- 18 -07, BUILDING 2 REVS 11.9-11-07 MINOR SITE PLAN AMENDMENT M Vft r "nod. No part of fa» mdwW Pm%clad by this ooW toM (pWo, fdaa, doWpw, sooWm or dof b esprea wd on those plans) may be mprftmd, d+anpad or Mill , In any form or by any mane, elaotrorOr, or nwtdani*, kftx*V phoboo i . am *V. or M any offer mans of roWwal wj*Wn wWW wf sn pam bWw from Terra Conospts, P.C. Aim two p*m may not be w0grrad to a thW Party without lfrst wrlttan wAtwr@afon of Terra Concepts, P.C. O TERRA CONCEPTS, P.C. SHEET 9.27 -07oF 14 RRA CONCEPTS, P.C. CIVIL ENGINEERS LANDSCAPE ARCHITECTS 200 6th STREET', NE CHARLOTTESVILLE, VIRGINIA 22902 PH. 434 - 295 -"% FAX 434 - 296 -6497 z oe a UQ a z a We z cna F DO a W w U A z a TH OF f 'PG' r 7 Alan G. Franklin U. No. 85326 SsIONAL TH OF r 7 Steven W. Edwards Iic. No. 0981 SCA4' SCALE: 1" = 20' ISSUED: 10 -27-05 DRAWN BY: SWE REVISIONS: 1. 12 -20-05, CO./ACSA COMMENTS 2. 1 -3-06,COUNTY COMMENTS 3. 1- 17-06,ACSA COMMENTS 4 3 -8-06,COUNTY COMMENTS 5. 4- 18-06,ENGR. COMMENTS 6. 8 -1 -06,MAJOR SITE PLAN AMENDMENT 7. 9- 13 -06,CO. COMMENTS 8. 10 -3 -06,ESC NOTE / MYLARS 9. 1- 25-07,LIGHT ADJUSTMENTS 10.6- 18-07,BUILDING 2 REVS 11.9-11-07 MINOR SITE PLAN AMENDMENT Ar rtthb rwarwd. No part d #W mmWW pmWW by ttrb Py (pwn, kwa, daatOns, aac.Yona or detaNs OWOMad On ttraaa OM) may be reproduced, Ow"d or uW=d M arty form or by any mma, elach a de or 11NOWrbN, kvkxkv owwoopft, *=V", or by any OQm manna d rehtwal .yawn wWW wrttten pernwebn from TWO Con"ft, P.C. Abo, #on pWm may not be mmood to a Vft party wWW &et mom auto Rion d Terra Conoaptt, P.C. O TERRA CONCEPTS, P.C. SHEET 1 -27 -01 14 TERRA CONCEPTS, P.C. CIVIL ENGINEERS LANDSCAPE ARCHITECTS 200 6th STREET, NE CHARLOTTESVILLE, VIRGINIA 22902 PH. 434 - 295 -64% FAX 434- 296-6497 z 0 lee oH= a Wcn v o WaHaa O W a TH OF DI r 7 Alan G. Franklin Inc. No. 35826 o TH OF r r 7 Steven W. Edwards Ix. No. 098 SCt SCALE: 1" = 20' ISSUED: 10 -27 -05 DRAWN BY: SWE REVISIONS: 1. 12- 20-05, CO./ACSA COMMENTS 2. 1 -3 -06,COUNTY COMMENTS 3. 1- 17-06,ACSA COMMENTS 4 3 -8-06,COUNTY COMMENTS 5. 4- 18 -06,ENGR. COMMENTS 6. 8 -1-06,MAJOR SITE PLAN AMENDMENT 7. 9- 13 -06,CO. COMMENTS 8. 10 -3 -06,ESC NOTE / MYLARS 9. 1- 25 -07,LIGHT ADJUSTMENTS 10.6- 18-07,BUILDING 2 REVS 11.9-11-07 MINOR SITE PLAN AMENDMENT Al rghb rssomd. No part of the ivWm I p I - cl d by this ooW* t (Own. . ftw doWpns, 460om or dit* mwomW on ftss piton) may to npo4+ od, d,a W or u0 l in mW form or by any mMrn, aI d onto or madonicM, Wftift owboopft, omwft, or by my o0w mans of robiew systam wilmW writNn pam Wobn from Tarts Conospts, P.C. Also, then pons may not be ssaiprnd to a tl*d pmV wWW Met wMen sulk Wvdon of Tarts CormM, P.C. O TERRA CONCEPTS, P.C. SHEET Q 9 -27 OF 14 TERRA CONCEPTS, P.C. cmabgraahr« Now Noses Type FEATURES A SPECIFICATIONS A NriesesD UK — Streets, walkways, parking lots and surroundings gross. Ail NMI OU,3,4W COi IWJCT10N — Rugged die- cast, single -piece alium sum housing with PEi, Hi, LPI. DBL. nominal wall thickness of 1/8 ". Die -cast door trams has impact- resistant,Arohti wawal ANN i Rsattaay Lir11M1O tampered, glass lens (3116" thick) Door frame is fully gesketed with one - AN 21M piece subuiar silicaw and has tool-loss story and fewsMtg US. PWAN Na a"" bdmided ArO kkocli ei Cebrsr D04740 Ce a ds POM N4. lilt4.A FINISH - Standard Maish is dark bronze (DDB) polyester powder Mush, with r::s_other archdtecbxal colors available.AL WAMDPfNALST'STM - Anodized sognisrltreflectorsodre fa superior Levior ity 200W, 250W, 32OW, 350W, 40OWandcontra. Reflectors attach with tool - Isss fasteners and are rotatable and interchangeable. Five cutoff distributions available: Type 11 (roadway)A C R I,S` 10' to 35' Mounting Type III (asynsnsuic), Typs IV (forward throw), Type IV (wide, forward throw) no photoc ) OWN WhKs and Type v ( )• 4Oi' square pow orw ELECTMCAL SYSTEM - Ballast is constant- wattage outotransformsr bal- bitten) last stanched. 20$W, 320W and 35OW require Super CWA Pulse Start ballast Qn Qu ortz merle sysism aSOW ToawN Colors must order SCWA option), All ballasts are malted on a removable power trey with tool -less Is" and hew positive locking disconnect pkgs Ballasts EPA 1.2 Rzarecopper -wound and 100% Porcelain, mog d -bass socket TWithcapperagog, rw"- petted screw shell and center contact UL listed.Length 20.0 (71.0 em)C NUM.LATWN — Integral arm for pole or well motx ntingsaftOptionalmar Width: 16.5 (41.9 cm)Iavailable.Deptlx 8.3 (21.0 c" LWFWG — UL Listed (standard). UL listed suitable for wet locations (damp Weight: 45lbs (20.4 kg) location Nstod in laru-up orientation). Stilts Oft*Owbutioll Voltage All c1mvi reiora are inches (c ntrnaters) urbss otherwise specified. ORDERMl6 WOMATION Example: AS2 till SR45C 121 VA SF DIM LM Choose the boldface attlep nomenclature that bsM seals your reeds and was it on de DMNOWhits appropriate litre. Order accessories as separate ctab/ ravow. LPI Lamp Included as standard Ail NMI OU,3,4W TO WA PEi, Hi, LPI. DBL. Series Yeluge Mo miq F Optimal AN 21M 121 SM Square palm mounting (std)a"" bdmided ArO kkocli ei Cebrsr ASt 2MM iii' RPA Round pole mounting IF Single fuse 020. 277, 347, nl TEh $cached Cellars ASE 331M x41' MWA Wait bracket (Lip or downy OF Double lase (2111, 240, 48(111x, We Tit) DDW Dark brome AN Visit'277 ASUMA2 lest arm adepter PER NEA4A twist -lock receptacle only ("whard) AS2 411M'347 DSAW Decorative streio arm,no photoc ) OWN WhKs replight distrlbAbns available in WSR only FTU 4Oi' square pow orw CR En corrosion resistance DWL Black bitten) T1111 DCAW Decorative curved arm,Qn Qu ortz merle sysism aSOW ToawN Colors up/down, mediue throw, 50% * 50% doyen). tion listed In tars -up otleretadW. CSA CtrtMed sea a pole or*?p nMMMMWall) kxiudedl DSM Dark gray Electrical - HID: 50W MH -I SOW utMm a high HE Hare" shield (SR2, SR3, SR4W) DSPJ Light grayDbWNNtbo SR2 Segmented Type II roadway SR3 Segmented Type III asymmetr Si'>W Segmented Type IV forward throw, sharp cutoff SR41N Segmented Type IV wide, forward throw SRM Segmented Type V square EC Emergency circuit DOTS Black TP Tamper proof DMNOWhits SOMA Steer DNA Pulse Start ballast OM Dark bronze LPI Lamp Included as standard DSPE Green LAP Less lamp DSM Dark, red shoo n S@PwmoM OSM Red PEi NEMA twist -lock PE 020, 206, 2401) OW Rust PE3 NEMA twist -lock PE (347V)S PE4 NEMA twist-lock. PE (4undaMlen Concept & PE7 NEMA twist - lock PE (27M Soles, M4.3N23W ASM V 'a' guard SALES REP: SC Shooing Cap for PER option Put Manager NOTES: 1 Must use reducedjackstlorrrpED29. 2 CormtA factory for avaibbilkyinCorrado.A4aeaa0lleR Yachts Abaattllp SOMW 3 multi -tepbelbst 020,20&,240.277V)020, 277, OrdwassepareI cablogrxmber . Or" available with RPAoption. 7V in Canada). Nunberoffixbxes4Motxsedinlam-up onerxoion ,fixttxeis domp location listed. 5 Shipped -pore bTomTe O.D. One Tw0I160' Twoal90' Three* 120'Threeal90 Fourl90 6 It4ay bar ordso es an accesory. 2 -311' AST2M1ea ASTW M sis AST2t -311 a/& two 7 Additional archkooWnel colors available; see 2 -7/8' AST26-1169 AST26.2M AST21 -211 AST26 -320 AST26-394 A$72i -4N wwwathonia .coniterrnoishformotion. 4" AST36-101 AST36 -2110 "T36-211 AST36 -MO "Ta6- 3N"T36-NI Architectural ;• A AfAF4W 1 ""header Intended Use transformer ballast. Quick-dsconnect plug eas- Al t "beas a " Est ww Ill dNtDrrrtcs reflector from ballast. Ballasts FEATURES do S'ECIACATIONbi F WSTAWSW For bulding- ardwall- otaxttedappNotions. are copper wood and 100% hctory tested. BNTBNED WE -Lisa for ed, one-piece plazas s er num, San aNes eridis CONOTNUCTION - Extruded, one -place aluMnintem, 0.166" was tdckmees. Afr111iee111f"all E1slMf'd• t compact owerescertt ballast is Class P, tart- CYt- Exterior war' lWSFe1EUnQStrordc,tli- powerPa[ tor, <1016TFDwRhstart• V Top cover is .156' writ cart MwMmrm. When bets ell used, top is Q Housing - Rugged, cile - cast, sk4e - place hous keg temp.01F F (AVC). wowed . hosed - 11 E rime cones" i Alert solv 4r avoid height KBD 81Die- astdo frsrxme has 1 /E' thldl lNm standard Cl EPOM,aNINtlrq la Included. ' Pfd Socket • HID le pacelak4 medlum-base copper FNM — Standard trash Is dark bromza (DDS) polyesMr powder, dectro- glass lens. Door fertile Is faRy gIIM W wlthom alloy, Pocket -pMted skate shit and center con -stalicaly applied arrd own -cured. Offer colas Militia a OOON. pbce solid dloone. Standard finish k textured tact. (UL Listed aww, 6001/4KV pulse rase li. File Me" FIRM WMAL SMM - Hydrownrerd, SVW, aaedized, almunnusi upper nitre 1" 30Ff CORNER ROUND rintt brorlae G) WD coRosbni*d Mot Palyesten crescent socket Is high- tetrpersture them tor combined with spun Nundnten, anodized, Mrs cons Is standard. outer architectural cobs avah ble, High Pressure Sodium powder with plasdcwkhkntagalNmpretentlonclp. CHIP 70 MH 120 PC Cylindrical lower reflect or cost-aluminum been also aysN4bie. Mehl Halide Optics - Interchangeable, segmented reflectors Lens Is clear, seamless 1M% violin acrylic, 1/4" wall, lush fitting. Incandescent for stperbr UPoformity and control. Three full Installation - Universal mounting meetardsm Bookstall, fluted, glass andesese, when lowers ail sad. end — cutoffdstribulorsatlaitOMle: FT (Ateweed thowr), with Integral WAAWSM support allows Axtuee to 100 HPS 277 SK TP EL N down. WabMe kvri correct ECTNICAI OVSTEM Man pleasure sodinan moral iaNde higharehigh MD ffd throw) and WT (Wide ththrow) Four provides alp- power factor ballasts, 101% capper wound and factory IwWd for mN- dstributbnsavailableb o . FTU moit with eachWdmbtbn. 150 480 WH c3LR ands operation Satirical comupoments are tray - moused wNh gMek -Ms- oP correct putg and are accessible through bottom of bollard. fiwward throw, 10% up), MDU (MKWM throw, L3NEMtpi 10% up), WTU (wide them, id% up) and MDUS UL Listed suit" for wet locations (damp W- 175 MULTI CC QZ copperraalloy, rrc -plated shell andcorderoatact rabid socket with up/ down, mKkm throw, 50% up 5o% down), tbn listed in Ions -up orlentatkMd. CSA CertMed N$TILLLATION - Four 1/2" x I V wth double sus and wedwrs, (shipped Compact fluorescent MD (medlum Mtrow) ordy. (see Options). IP65 rated. sapaNtslyl. 4-1/2' bolt circle template Included. Electrical - HD: 5OW MH -15OW ult*m a high © 42 M EM LWAG - UL listed for wet locations. Listed and latlo.a to comply with reactance, high -power factor ballast. 355 and Comillan Standards (act OpOm)• 50S uttlll&s a reactor normal -powan factor bal- last. 175W utilizes a constant - wattage auto r g Information Example: WST 175M FT 120 SF LPI OIZ: Bronze Finish Weight 25.1 -34.1 Its 111.4.16.9Ieal I 42'1•RT rWFj(J ELOW, DBLB M(: Black Finish IT -'—TI I Mel: Metal Hlttids YMI: Whits Finish Example: NB O iM3F DpR LM a oFiwwn O" Wa=lt* MPG: High Pressure Sodium 00: Custom Color ORDERING INFORMATION Choose to beldame UK Trapezoid iM to" 1119 Non -stick prolecUw oifire4 CP: Compect Fluorescent a men an the appropriateIlse. Order ieeaaaoirwa uFrMvoteriaas n i a Houmwd 30 R Foeawrdtlrow 3w ! Single fum.1201, 2TN, 34N K Photoelsct* o l-bUton type WS4 Quanersphere is 4D Mediumthrow (ooaled Sa (n1a TO of T" (rdaT8 orT /V) 706 lampstandlM) zn N ColorsAretotRrMCitaupll TO Daak , 20811, 240V (art WW WoIa doabrup noll loom LV 78 Had, DOL. LPIPI 1006 ice PC: Photocell lltfl IMemItam•Mafaailugaa Nli InurmlrnddiglNSkkldra = 111111111.1111116 RU Folteadthrewtakhl0% TW t Emmgncydrait(Mins., 111R. Dillusinglons 7P: Tampe atthvwre U WaRteg)• VeiNpe 6 0ptlosee 04 ght 4M/LT7 lamp ks" W Lamp liduded QZ: Singh Fur nu MOU Madunthvnwwid, 0x12 Ernergerxydtgdll ?vdt36W UV leularrp t3Z: Quartz Rea&trila KM iii 50W HPS flleadaN em EMaIpM IrestellM b Ib&rre ltfl&asrN re (Powder finish) 1084 10%upaght oad Is M iexkndad stardtr4 UpN¢d oannparxM SMald/7 M: 80 Min. Remote Bat try Beck - 11O lOW HPS fli TVIe V dbMlYaon ail off Slagle Idea (120, 217, 34N stemnaN Collars 1604 lampAsnded) 21M E=prcydroAl2vdtU2) m 1xA CSACerdibd (FOR FLUORESCENTS ONLY) lets 15gW HPS O/Ml" cri mNbd n onM, not wo with T8) 003 Dark bronze (sMmdard) 10% 36Wlampsindwwstanrafd) sratbrOl r CYA SpeccullarNAlzak3 a awN" wfri TO) OW White 1764 Will Widethrowelth RL Black1111141"t 0CM12 EmngencyciraMl2vdtl20W slit 79W MH 2aDg M UpidewnmWmm lamp indudel suroerd) M Dirk bronze (std) 1MM iogw AIH T16 LM lamp Inclined es standaCYtslackAlzak cloak Colas lMawwkh6O6WW 1 1 1 Emuegercydaakl2an(M , CYfl kM Aink LN Loa M" flW Maaun brow 11" a W%domedigit 20Wlampsindudedstoderd)e 0W Sarndetone Example: If you Wa rrMd to specify a 100 vwM metal halide CWP Podu re With ternipatproof Irerd•i ai+s 1150W N24 Overall halgltt 24' 3219 M Natural sit~ Wild CYF Rat Mack AMA Natural alundauat 2WIT ( crud lon EEM 07Nbatltlaeypark(12ov OM WWhite and army ba47k up and bronze finish, flu model number would road as foitows:teij loeruear: '* helOiM 36' Oat! Sandstone, Sandstone, 42ru EL W mots betteryli cknedy(by On !lack CWPF — IOOMH -120 — (<Z — TP — EM LY to ewninum Ft Felton owl t OTS Tonig O stay 2/42TRT II njaortpectlkratlard - menmbdbwkbwu FY srounddeult festoon outlet 011 Bright red nion ELM Coldwatbetelm"xy UT; Uptilt5dagras1° Astemorf&e PC Polycsrbonste large Dial Steal mm bets (124V and21N WiNC Wire gin (W 16 pbld- keallad, Order a sap erele cereop comber. etber. SCL Scribed a SUPPLIER ooly) 1M110 Varldd guard (W5T)n flifl HsN-d Md for tr round' XT Mods (Incandescent only) unninotion Concept & Salsa, ON Wartzrostdkesystem(IOW WM1i Wks guard (WSJ KWWS4 FF358.2300 man.,"notir,duds0 OnVerrceorfamms ndelguad(WAaMMQ) talstanc corrosion SALFflR@':PatM n IA Erddiiourna t40Ttls: CIA Listed and labaled b comply 1 Use cosb hhdtampw metal he" eounme. vdri CamadlanStandards (120 Concept& 9 z eharxtseosrrt .vemebb in 120V only. 277,34N of" lw4.m 2m 3 Abek Is a reglowed tradunahlt of ALCOA. 4 347V not available In ate. &ALES REP: a Opsortal mulm•ap b~ (120, 204. 240, 277V). augrl 4 Not ahaaebb woe, LV option, 7 Additional aerhlbeWrol colon wallobb; ass Archnech nl Colon brochure loom no. IOU. omwow Shed III: AS3•M AL -130 A were. khonis,corn, keywords;)IiSI,WRlindWM Rev. 11106 P5139 RLE IndusiAn • 35 Kulok Road • Fairfield, NJ 07004 - Phone: (973) 276 -1444 • Faux (973) 276.1453 A LIGHT FIXTURES 'A', 'B' & 'C' B LIGHT FIXTURES 'D' C LIGHT FIXTURE 'E' ( EDDETAILN'T S' 12 DETAIL N'T'S. 12 DETAIL N. T.S. 12 Architectural ballast. t corYnect plug eatsWST/WSW fly disconnects reflecctoar from ballast. Ballastsflydisconnects Aaaallipr ail Poles for buidng -and wall- mcomlbedappNotions. are copper wound anti IOD% factory tested. W F41OMS tro compact fluorescent balest 10% Is Clan P, elec- trorMG hl¢t- power factor, <10%THDwith start - teie'n Housing - Rugged, che -cast, single -pure hous- Ingtemp.of0° F (-iVQ- COUNTY COMMENTS Ing. Die -cast door frame has 1/0' thick tampered Socket - app Is porcehkL medum -base copper SQUARE STRAIGHT STEEL glass lens. Doorframe Is fully g ultated withone- alloy, tecl screw shell and ranee con- W Colm powdertnish)l piece sold sWlcarie. Standard Adsh he textured tact. (ULUsted60i0W,6M4KV pulse r*4.Flu- ENGR. COMMENTS dark brume tt)Dfll) C0I10511) ilalfhllt "distar oresioa t socket Is IMgh•aaapeatae thenno- b powder with other schbdwal colors avallable. Plastic with keegya l lamp retention clip. T31 2-;A' O.D. (r NPS optics - bMerctangeable, stgmerttd NAectors ke41ation - UPoversW moulting mechanism VlbreaonDamper Imadod fa superior uniformity and control. Three full with Integral mounting support allows f idure to Coen cutoff dlsdlbeMlors ovelDMe: FT (iorwaed throw), hdaigo dawrl DAmee level provides correct aw- TP MD 0nedum meow) and WT (wide throw). Four most with each installation. IN replight distrlbAbns available in WSR only FTU T6 2.7A' O.D. (2•irC NPS) toward thaw, l0% up), MOU (medium throw, Listings bitten) 10% up WTU (wide throw, Kt% W Ord 1111111" Ix Listed suitable ear wet locations (damp loa- VON up/down, mediue throw, 50% * 50% doyen). tion listed In tars -up otleretadW. CSA CtrtMed Cona-pt a &orbs, 004.76&.2!00 Compact IMaaNescent MD (a WMM 111") Orly. (see Options). IF65 rated Electrical - HID: 50W MH -I SOW utMm a high M. : reactance, high -power factor ballast. 355 and Fasbonoudetlen SOS utilizes a reactor normal -power factor bal- Block last. 175W Oftes a constut-wattaW auto Wg Information Example.. WST 175M FT 120 SF LPI 1 I 1 WTFTU Stilts Oft*Owbutioll Voltage WSf Trapuaid iliOPWNN&d m Dm*kdldti die M latElNd CM Ntn ikk p WtWe ooa e,0 1110 Helmand 360 FT Forrwrdlhrsw aw S Single hate. 120V,27N.347V K Pl wilctncall.butontype We TO or T" (N orTB»ttW20Quertersow611 76 itW Meditanvanal coated 311 limpsurdbio 271 IF DwM he 2OW, 240V (era I W Wm doorfaup lm 166 NR widlithrow yl 1 Tab m IMt n slsr- klewf"g'a IM Interrmlbiddglashieki- uddb alt FTU FomwdthmwkhlC% TW W Energangdraat mss„ Del masing ins 661 1110W allow is" indudo LPI Lamp ktduded IN Mediturthrewwkh OM Emerpncydrak12vdt[35W W Leulamp low 1096uplglR(coaed larM kluded Aandarcr UN Upli9htcoml=nt$hiNd im IampstaMard) MM Emirpirydlalkl2volt(M C11A CIAOrtifll MU widethrewwithl09 35 lamperndudedstanda(4 *0 M176020W )iMd iuplight1C1a12Emlrprgdre%Al2!% 2aM 4106 Up/doommodium lane kndndadstandard) D Dark braue (rid.)ON throerwlhliKuplighit 1atM12 Emorgarcldnwkl2vdt((2) OMi Sarndelone20M850 %dromught 2owlifNsimk"stan&mr aluminum coaaedleapstmdard) ELM 2 tT ame7gencybaurypak02N 011fl While 4M ELM hme o bsti rypeckready (by an Black V411M egforce pattfiu rescax a • maunud back baMIw 1y4'Threaded Nipple ELM ColailAostiloratargency UT6 UptNL5degreax brae (126VvxI27N W61Wi win paid (WSp s T6m Vandal (WST)n Nurrli mom Conow all Sobs, guard OM puanzeatrNusystmn(100W sells Was goad (Mrs! and WS0 804.308.2300 mat., IamPn01 iodnedM) Ns Varrdid guard (MR and WSQ)n SALES REF': Pat Morgan M ErMrcadonaaionnrblartte fA ""W.Vrw AAwnrw FEATURES & SPECIISICCATIONS COMSTNL%IM AS SHOWN TypoIA.d.0 Aaaallipr ail Poles minimum yield s, h 55,000 psi n o l• 00 carbon -goal tubing with a ntiniemum yield of 56,000 psi (111-g1•g.age), 5O,MO psi (7-gouge). Uniforma SSSwellthicknessof .126' or .IW. Shahs are one -piece with a longitudinal teie'n electric resistance Wald. Uniformly aquas in cross- section with flat sides, COUNTY COMMENTS small corner radii and excellent tomat. Available shaft widths are 4 ", T SQUARE STRAIGHT STEEL and 0'. W Colm powdertnish)l Anchor base is fabricated from hot - rolled carbon steel plate that meets ENGR. COMMENTS or exceeds a minimum yield strength of 38,01110 psi. The anchor base is MAJOR SITE PLAN provided with slotted holes. Bass cover is finished to match pole. T31 2-;A' O.D. (r NPS A handhole having nominal dimanskm of 3" x 5" for all shaft-. Included is VlbreaonDamper Imadod a cover with attachment straws. Coen Top cap provided with all drill-mount poles. TP Fsalensm are high - strength galvanized zinc-plated or stainless steal. IN RNU — Dark bronze (DDB) polyester powder standard. Other architec- T6 2.7A' O.D. (2•irC NPS) tunl colon available. bitten) flR011MNfl — A nut holder located immediately inside the handhole rim is VON provided with a tar - 13 UNC ground bolt and nut.Cona-pt a &orbs, 004.76&.2!00 ANION IRTS — Top protion of anchor boil is galvanized per ASTM A IS& Made of goal rod having a minimum ylald atron0ih of 55,000 psi.M. : ORD!lMNQ INFORMATION Choosethe boWme that boat suite your needs and write it In the appropriate Wank i>m 1• 4C Nerslbd theft W M d *OR been sate/ am Wage Well tltlaleaus it - 30 bat (lea beck page.) ILe beck pare.) HANDHOL.E ONENTATION C D 4 B 34 , A Handhofe NOTES: 1 When oNerkm anon mourg ark drill moue for the same o followtfi example; tllrlgrT7o The comb(nadon requires an 2 3-1/2" and 4• tenons available on 5' and e" shaft only. 3 The drilling template to be used for a particular luminsin dependsonthelurnineirethatIswetRehrtotb4TechnicalDotSection of the Ouldoor O ndw for Dr1Nlog Templow. 4 Speedy location and orbnaanon when ordains option. For tat 'x': Spesify the height in last above bass of pole. Example. 6R - 6 and JIM - 20 For 2nd 'x': &pokily orientation from handhole (A S,C,D) Rend to rtl Hsndhoh OrientNMn d vim on Mb Pape. 5 Horizontal arm is 19" x 24W O.D. tenon standard. a Combination of tenon -top and drill mount mqukw extra handhole. 7 Additional colon waNsWo, see Architectural Colon brochure, form re. 7943. Example: OM NBC Will DOO DM19 AS SHOWN EDSL. DRAWN BY: SWE REVISIONS: IMeeeeelMefl' 1. 12 -20-05, teie'n 2. 1 -3-06,COUNTY COMMENTS YMO Meestiq M4Pnd LAS d AnUbo LeseAnchorSoks W Colm powdertnish)lownp ENGR. COMMENTS 6. 8 -1-06,MAJOR SITE PLAN T31 2-;A' O.D. (r NPS ro VlbreaonDamper Imadod 8. 10 -3-06, Coen 9. 1- 25-07, TP Tamper Proof IN owlthronze T6 2.7A' O.D. (2•irC NPS)VA . 0t1t*'bitten)ON VON 3-llr O.D. W WS) TW C0.0.0- 1/rNPS)FKne Fasbonoudetlen M Block hit mwAa s electrical cmum Calms Mime Festoon OR Odat M IIf "', bronze MIS law bUW"Meal m alp 28t1w IXPMn 112" Coupling aNtnrNrua DMpPI 2 at 110• with one old@ 3W%e are" Coupling Nor Sandstone poled tclaeve 1 "Coupling NC Chorwalgrsyalp3eta0'taMmP 1/rThroaded Nipple M Tonni greenaMM30110'3wroO 1y4'Threaded Nipple NO 4etW1~1 "ThreadedNlppM M anghtred MmOWAwls&* M OW Ohm'Extra Handhoe and Sole Mw MlY emired I stW lnhA Dom" 2atIw DMaMS lotto DM 3st90' OM4M0 4090' OWFAUAM Berm enctrNlwt bMM tbonrw ke0Yb Feebry apPNM templates mom be aced who aeaing anchor bob, xl&erda wE no accept do let boomer aehan8o pboamerr dw b feaurs to an factory mw#k e. N pots are mend owelde, ail pheMetiw wngpbg mum be removed Immediately to prevent lnlah damage. titlenis is net responsible for the foundation dealer. InstaNMim rgsirw Grout to be packed under bow to "sum tai somset well, toodatien. NOTE: FOOTING DESIGN TO BE VERIFIED BY STRUCTURAL CONSULTANT FOR ACTUAL SOIL CONDITIONS PRIOR TO INSTALLATION T 0.' NO W Ly U. LLL. Z to rt j AIlM1AR p www.FnhonL4 ram, keywords: ]ESL WE and 1 Rev 11/06 PSG9 Oot"W ShwW: Pole M PL - 320 E LIGHT FIXTURES 'G' rf - \ POLE FOR LIGHT FIXTURES 'A', 'B' &)C' Kd 12 DETAIL N.T.S. 12 DETAIL N.T,8. 12 SEE PLANS FOR DETAILS ON POST AND FIXTURE ACCESS PANEL IF APPLICABLE) RIGID GALV- CONDUIT 7 Ad Ad i•I. I /•/ ANCHOR BOLTS TO BE SUPPLIED BY Z MANUFACTURER 2 a lV C a a SCH. 40 PVC CONDUIT, 2" MIN. CONCRETE BASE ON 1.5' MIN. DIA. /SQ. COMPACTED SUBGRADE; 2000 PSI. MIN. LIGHT FIXTURE FOOTING X 10' GROUNDING ROD (COPPER CLAD STEEL OR COPPER) SECTION Rom G1=:•: REBAR- (6) 116 W/ 03 TIES ®12" O.C. (EXCEPT Q 3" O.C. FOR TOP 2 TIES) i 6 GROUNDING WIRE ISH RARE L -018 N.T.S. Oflltte•r !hest ti: KBO&: -04 SL LIGHT FIXTURE 'F' DETAIL N.T.S. CML ENGINEERS LANDSCAPE ARCHITECTS 200 6th STREET, NE CHARLOTTESVILLE, VIRGINIA 22902 PH. 434- 295 -6496 FAX 434- 296 -6497 z O F F WQ Q a 3 w8 Q F Ole, C Z ZW H mommme x a TH OF yr 7 Alan G. Fra khn Lie. No. 35326 k ',SIONAL V3 TH 04 r 7 Steven W. Edvtafds Iic. No. 0931 S - AN ",*M . No pert of tt& rnnl&&ridd protected by td& Pl+ (ply, Nest, design&, secs ons or details ehrpfeeaad an etas a plans may be reproduced, dogged or u Wend M any form or by any swot, e 1 ' is Or medoMcd, kx*x* g pholloacopyi am flung, or by any other means of retrievel system without wrftMn pernMabn from Terris Concepts, P.C. Also, tract pons may not be a@Wgrwd b a tMR! party wOuPA first written auhataomton of Taira Concepts, P.C. O TERRA CONCEPTS, P.C. SCALE:AS SHOWN ISSUED: 10 -27-05 DRAWN BY: SWE REVISIONS: 1. 12 -20-05,CO. /ACSA COMMENTS 2. 1 -3-06,COUNTY COMMENTS 3. 1- 17-06,ACSA COMMENTS 4 3 -8-06,COUNTY COMMENTS 5. 4- 18-06,ENGR. COMMENTS 6. 8 -1-06,MAJOR SITE PLAN AMENDMENT 7. 9- 13-06,CO. COMMENTS 8. 10 -3-06,ESC NOTE / MYLARS 9. 1- 25-07,LIGHT ADJUSTMENTS 10.6- 18-07,BUILDING 2 REVS 11.9-11-07 MINOR SITE PLAN AMENDMENT