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HomeMy WebLinkAboutSDP200900084 Plan - Approved 2009-12-151 -Vi -L-jA DOW c- I- - I d j - I - .--K Vil N 0 -L A R" -K W A Y K --N G A N -L 11 D V TAX MAP 61 PARCEL 167B RIO MAGISTERIAL DISTRICT - ZONED R4 COUNTY OF ALBEMARLE, VIRGINIA OCTOBER 6,2009 0 rn O 1 NO aI U) H Z w O U 3 w w crw F- V) V) N w cl Q N z O N W w 01z DATE Nn E PLANNER/ZONING Of ENGINEER JIM z M ARB h 4% DEPARTMENT OF FIRE RESCUE X k4, r N W HEALTH DEPARTMENT E ( D o N 10A o; d 1 INDEX OF SHEETS cu W 00O' J ao MEADOW CREEK PARKWAY O. oa ROAD & REPLACEMENT PARKING: SITE PLAN 7 v 50 ECATECREPLACEMENTPARKING: SITE PLAN(20 SCAL) 7A a Z O Q z MEADOW CREEK PARKWAY n w ROAD & REPLACEMENT PARKING: GRADING PLAN 7F Q a r 40 MEADOW CREEK PARKWAY w Q cl- z ROAD & REPLACEMENT PARKING: LANDSCAPE SUMMARY & NOTES 11(1) w o U MEADOW CREEK PARKWAY ROAD & REPLACEMENT PARKING: LANDSCAPE PLAN 11(2) CD w CATEC REPLACEMENT PARKING: PLANTING PLAN L 1.0 o CATEC REPLACEMENT PARKING: PLANTING DETAILS L 2.0 w Q CATEC REPLACEMENT PARKING: PROPOSED LIGHTING PHOTOMETRICS L 3.0 CATEC REPLACEMENT PARKING: EXISTING LIGHTING PHOTOMETRICS L 3.1 U CATEC REPLACEMENT PARKING: LIGHTING LEGEND, SCHEDULE, DETAILS E 0.0 DATE CATEC REPLACEMENT PARKING: LIGHTING SITE PLAN E 1.0 TOTAL NUMBER OF SHEETS 1 I 0 rn O 1 NO aI U) H Z w O U 3 w w crw F- V) V) N w cl Q N z O N W w 01z C CATEC REPLACEMENT PARKING SITE Kv( 2.000 Fart APPROVALS DATE Nn E PLANNER/ZONING Of ENGINEER JIM z M ARB h 7 DEPARTMENT OF FIRE RESCUE X N W HEALTH DEPARTMENT E ( D o N 10A o; d 0 cu W 00O' J ao NO. O Z v 50 o t a Z O Q z Q C CATEC REPLACEMENT PARKING SITE Kv( 2.000 Fart APPROVALS DATE DEPARTMENT OF COMMUNITY DEVELOPMEFT PLANNER/ZONING CD ENGINEER JIM z INSPECTIONS ARB h 7 DEPARTMENT OF FIRE RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY h VIRGINIA DEPARTMENT OF TRANSPORTATION HEALTH DEPARTMENT W O U PROJECT NO. SHEET NUMBER CD z 7 z z w 0 Q z Q n w w Q w Q cl- z w o U CD w C): o w Q O m U Q DATE 12-01-09 PROJECT NO. SHEET NUMBER Design File - cAdocuments\cfms_local\vlew\2530\d2530\d253007.dgn SU Ref. FI/e - c:\documents\cfms_local\vlew\2530\d2530\d2530des.dgn Ref. Flle - c:\documents\efms-loca1\ref\su2530.dgn Ref. Fl/e - cAdocuments\cfms_loccAref\r2530.dgn Design levels on - 1-58,60-63 Levels On - 1-57,61,62 Levels On - 1-11,13-34,36,38-59 Levels On -1-63 V E Y D BY 9ur2 - Curve S9 Curve CATEC-1SUPERVISEDBY_ 9R _KYhy_ (54Q)829 7550 CCww PARKING Pj • 84-20.PI - 300.43 ZD 06 5rDESIGNEDBY _ _ -G.E-krysiyrdak pE L59Q1829-7785 T 20' ! T 1 l Ref.Flle - c:\documents\cfms_locol\ref\d2530patdgn Levels On - 1-63 Ref. File - c:\documents\cfms_local\ref\r2530ut.dgn Ref. Flle - c:\ dn of Commonwealth Transportation Levels On - 1-63 Leve s eso utloIInAlTnerrP'cc uIr_uurnv y DESIGN FEATURES RELATING TO CONSTRUCTION OR TO REGULATION AND CONTROL OF TRAFFIC board dated Se tember 15 1994 FEDERAL AID STATE STATE SHEET NOPROJECTROUTEPROJECT . DELA •IIT . L DELTA - 20 38 5UM IRT DELTA • W /2' QB JW MT) - Sae Sheet 3 for Utlll Owners D • Ir27'33• D . sg5r18• 1 MAY BE SUBJECT TO CHANGE AS DEEMED II -OT T - 446.26' T • 14.94' . 3J - p5 NECESSARY BY THE DEPARTMENT 18"07 L - 728.67' L '29.56' L • 28 STA. 302.71) \ G , - ' POT 81,77)4 Meadow Creek Parkway WSS7 VA. 631 0631-002-128, C502 7 R -50000' R - 9.W R ° PJ. 602 32.94 Conn Dunloro Drive Rt. CIL 08-30, p7 Standard CG -3 Plocement for Guordroll Sto. to Sia. Side 76.00 77.75 Left Molnllne 300.39 302.71 Left Entrance See TypW Sodko ShW 2 for Tromlflon Delon 18x00' , d 99425J.490 TS 74.40.26 61 PC - 300.2826 PC It 031A09-14-07 SC - 71.35.54 PT - 300.57.82 PT p.l ' • 9 _ 04 -29 -OS CS - 84.6420 Qo X 71- ST - 87.59.46 »/ o / , ' A m t . < OV37G1 - (;, Ph $-8y O' •i6r00 , a ,t , 8 5 0 Lr - xx riot oxC ca _ S, ;- 1° ENTRANCE , e 5 O <'' Q° - a , ' , o '` 21eAt __' STA. 300.39A3 t o Q yq CA \ ,, < o TM 61-1678 ` _ . y tp\ ' ` •q /\ Q Q0&•I-,, . Q If Cor r iy of Albemarle School Board QD- , t o c t T / , - . ' ` P o goo P a, \ 'P. S C of CharlWesvllle Schaal Board `_ Qtend Me ° 5 t , oo 01dro lk 4'R DB 527 PG 573 i o ' •ti r, / . . 14 \ o c / / OJT DB 1018 PG !ll 9 ,,,' DB 1018 PG 175 / x 4Ac. \ ' 9.65 Standard EC -2 PIIV Sto. to Sto. Width Rl hi 76.010 76.52 4' Right 76.72 79.72 4' RIO 79.78 80.96 4' y r Q t°Q'd p •. ., ' / TM 62F -28 Cep G< G1v a / d y • G S ° \ 5 .g5 i e° 5 , / y. ' ` & Louro M. Thanes Ge .; j 0 O i. %!• / J '` / / . , • / DB 1816 PG 590 3 f gn i •i I / f OB 1621 PG 36 N. r1150 0264 Ac. Y • alk 3 / /• \ Sri el Q A X TM 61-167c ``'t ..,'o :. . . ;i , o , tj~• • - r / a • \ C/oroVe H. Weisel r` p , 'l ca sr, o IS o Thoh'm awstsel e --( v400e,% Am W. Huffman & 5 a, , \ R: c _ - w• / ., ( i' 1 Q'h o\Q Q mer q, Mary Wo Hood e,5 c ti. `'•'' ,,•/ . \ 14:'gy p we 71 PG 262 p o y ; z \. \ t o/k .A- = l 19 DB 1681 PG. 174 tOQ' •, • • ' i i ,. / CoOP `° W, Q C V 33205 AC. (*'C,\Qy q' • p' \`' •. `. ? ren h•QrQin. .. G ,, -;lQ ,/• • • • • 5 } Q ? o° o - -0< o f \ ' • ` C r Sd CGS .R `. 5 / re r \ h « 5 d.. ' . std o 6,• Ped_ 0 Trdi1 JJR p'd. °° - fit - 6s c, / \ Q °' 0 00 \ i G 9 r x Q p 5 h ' 'C. Sfcd DB •• •' ' ; ./ ' l - i t/ // ti . .A END DUNLORA DRIVE RT= BEG.o y // •o, STA. 6019 GrivA. 0 SCP o Droln/ 0 Mi d Hardwoods Q., , 10' E raced Ped. Pr', Troll e9' ' •p \ o, - %`l 0 So •9/ oiol• e,-,1 (/ y/ • .too T •38.58 , \r S Bs _ //? o i er1 f tor' . 4.3 > " \ . ° v/ 1 \- x j).r / % i ° , l CO f MCotI I •7 8 • r p a ' , p %, a 9 dol - . Co„• oh 174 1''\1 // a o - \ Curve R10-1 <r . ( • / • •, loin -- • • ' , , 6, PI.102.86.65 °? • ( / ,/ • 1. L •47 °6 Cvfve REVOr/NRT-I roe REVDU ' DELTA - 28' 2C 04.80" rRT i on ' `?• 2.1'5 w ° 56 1. ,-Q m.Ut Pt- 94.54.208 8Qd ° 1 x- - 2Q W ) . 99I. (•µ! G, t 25.0 ° 4 op. / - '' ' `\ - J ( - (1DIr38' 33• ,a / ,J - (1 ) , 2 3 . (N i r row -A. / % P \ 20.41' 22.99" rLT) DELTA r b T -124.30' G 8 5 •,' . p X24 7... ° • _ f a' In / / - 1 3 D ° ,13 L - 243.52'JJ\ o e V 9 / -° R -492.13 --- T A ° 3 , R 7 _ ° ompo \ \ -ar \ L - 4.3 PC -101.6234 • 2 i 9 .2 } 17 _UDS _ - - - - ed _ _ - - ` o \oo (` Q ` G./- / W'- o ' PT -104.05.86 a •'• S -_ (S2°% t- -------- '+- , ofi d P - .70r C co' 207.72 o 7 I - r i p1' ° a 0 2 LAG \ ( _ - _ - IPT N 1 OVERLAY E . 4Oj ph oXo ,' t 411 ' Char , . 1 T -a - L-_ _- -- _ ` r 02 Lr -x r X41 L r aENDOVAY oP`_ _ _ ` r P 0 STA. 209 10 1. /07.00.00 Lr -r r -': • •;' e "" rescri fig N AR: CaCtwST f ' - \ --: - \ z` END NLORA DRIVE U END RIO ROAD •aa \ , > .;,,- _-__,.. q \. .... ... j:-' - -- -_, -'.-..._i5 p_., `.. .\ 20 (48.97 \ G \, ../ _ r ... o9, TA. 106-54.6, %' . ' • ,• (`•s 9, a • .' -. _ _ •+ - 2° 5 - _,•, J °8 x43 °' ) zw ' h E) (N x /. . o .' • Pry' r • E ray /) 10 f2 Fs4'f PROP. Ito, In wo h BEG. DUNLORA D NE 014 \ STA. 200+24.69, to ' // 0 ,' - ,-- • PIV,TM 6/ - a Q I 12 d c 2 yam„ //- k. ANS W. Hp r . S, & ) ! X y,. , s. F \ o w o - - - _ r Fes. /60 oml o sf as o _ - _ r 60 SW DQ PG 697 fist ' ;; •_ i O` 7} ! S °2 C- - ° 2oy 2i P Curve REVDUN-2 / , s V s G 348 Curve N-1 WI c • / ° o >w °9 S _ - - _ - - o Curve RIO -2 °' 30 Ac. pj - •34.61 P/ 206 21)5 / , W / Q. 43 DELTA • 48' 21' 23.82' (RT1 ' co 0o : .3 x 105 38.KJ.' o DELTA 40' 27 OTJ ILT 1 D -19' 05' 55' \ P `l' p •1 8'27 o /' , . T -134.69' /' / - , rn cr w o, » T , ,- L - 253.19' J i o _ d <o 8 Q See Sheet /JJ for EM anced Ped. Troll Curve Doto T43 Th'u 5Q l 5C ' ' T` • 115 J - i' •15 .32' Q 1Q1 o _ o P+C -300204+46 b cv a, Do a $ "'1 s o c c c u' " ~ ao 40 APrgpased Rad. Guardrail GR -2 Raga. Weother/I SteelPC200.65.37 / z 5 \ o _ - -- V- .G° nn '' PC - •80 PT - 203.89.66 : 207.3966 , \ , P 4,° 4l'I PT - • \ - m \ 37 mph \ 'Q1` 2 s° 46 n 9 V 37 ph _Nota . Frg as in double brackets and dot - dashed linesP 624 ' - 4A/• xx Denotes Prgposed Permanent Parkkmd Easement ci ©Prgpased Guardrail GR -2 Rep'd. Weathering Steel SCALE 6/2 G V mph E - 4A/. / 1 dandle Permanent Utlllly Easements. - 0 480 q MIR6l/ E - 4A% Lr - ar Lr - \ ! Ak>wte : fl r s In brackets and dot -dashed lines 1 Itl 0 50' 1DenotesProposedAcqusonLlne rar See Profile Sheet for Super Elevation Transition 00Lr - ., , _ M _ denote Permanent Eosww ts. Lengths j Denotes New Pavement Denotes Old Road to be DwWlshed and Obsa red. See crass sections for D&WItion of Pavement In these areas Note : linesFigues ! n parenthesis and dotme ' dot ' das/1ed ----- dtas ConstrLdlon Limits In Cuts PLAN NO. PROJECT FILE NO. SHEET NO. Imes denote Temporary Easemen s. A Denotes CG -12 Type A Req'd. C Dienotes CG -12 Type B Req'd. PROP. PARKING AREA CATEC Denotes Overla( 2* snams)y of Existing Paex# Prod R/W Based on Constr. CL L _ _ . Derwtes Construction Limits In Fills 0631-002-128 7 i ip, rI IMP TI1461 MININ e; Y 014) L &we N, 1L. i4zpl FA hip lw1 W- s V SUPEP Ic n RY K P KNhv l,dr?) R7Q-7 i5n DESIG N LO N Ref. FI/e - c:\documents\cfms_local\ref\propcontours.dgn Ref. Fl/e - c.\documents\cfmsJocal\ref\d2530des.dgn Ref. Fl/e - c:\documents\cfms _local\ref\scr2530.dgn Ref. Flle - c:\documents\cfms_local\ref\d2530trldes.dgn Ref. Flle - c:\documents\cfms_local\ref\h2530swm.dgn Levels On - 2-29,31,63 Levels On - 1,3-7,22,31 Levels On -1-39,41-63 Levels On - /-29,31-39,52,60-63 Levels On - 1,6,19,20,22,24,53 LIMITED ACCESS HIGHWAY BY Resolution of Commonwealth Transportation Board dated Se tember 15 1994 REVISED I FEDERAL AID STATE n;:gTr:AI 17176TI MCC RPI OTTAIr. Tn r nK1CTRI IrTTnK1 STATE ------- __.___ __ _ ____ SHEET L'If __ _ _ _ _ DOWas Conn ndlon L1mlls In Cuts SCALE PLAN NO. PROJECT FILE NO iF _ _ D&Wes Ca strLdjon Llmils In Fllls o o loo, 0631-002-128 T SHEET NO. 7F Design Flle - c:\documents\cfms-locof\2530V253OV253011(l).dgn Design levels on - 1-50,52-63 a gallons per pit gallons per pit 8 gallons per pit LLJ 1 per pit I gallon per pit Q) i 8ly Square Feet mco , o 0LQ' Wm LJ o w ' z 0- 0o Ld w () w n Ln w n V) 0 U Q N REF001 LEV001 General Notes REF002 LEV002 REF003 LEV003 SREF004 LEV004 REF005 LEV005 SREF006 ff. D -1LANDSCAP'n'- SUMMA.IkY AND NOT'n'- S I. All planting shall be In accordance with VDOT 2007 Road and Bridge Speclflcotlons and VDOT Road and Bridge Standards dated February 2001. 2. All planting and site work shall be within the right of way. 3. The planting season for this project shall be from. ___ October _I through: --62L// LCL --------- 4. All plants must be In place by _____ April 15_ In order that Arreplacementsmaybemadepriorto ___ TI-0 __, 5. Size of plants Indicated on this summary sheet refer to size of plants de/Ivered to the project site. not after they have been pruned. 6. Plants shall be set In the planting pit, at the proper depth, on tamped soil mix. Soil mix shall then be filled around the roots to approximately 757. of the depth of the plt, tomped, and thoroughly watered. After settlement of the soil, the remainder of the pit shall be filled with soil mix, fertilized, tamped, and ogoln watered, all within the some day of planting. The same procedure shall be followed In planting replacements. 7. During the establishment period the contractor shall water each plant with the following minimum quantities of water for each watering, unless otherwise directed by the Engineer. A) Deciduous Trees over 10 -'Ht. B) Deciduous Trees /0' Ht. or less C) Evergreen Trees D) Shrubs over /8" Ht. E) Shrubs under 18" F) Ground Covers and Vines 12 gallons per pit 6 gallons per pit 8 gallons per pit 2 gallons per pit I gallon per pit 25 gallon per pit The Contractor shall water all living plants every 4 weeks during the period between April I and May 31; ever 2 weeks during the period between June I and September 3O, and every 4yweeks during the period between October I and November 30. For Contractor's bidding purposes, this assumes a total of 14 times per year. 8. Should the boll size exceed the minimum size given, the pit size need not be Increased provided that there Is sufficient space between the ball and the side of the pit to backfill and tamp properly. 9. The Engineer or their designee shall be given the opportunity to Inspect and approve all plant material at Its source prior to digging or delivery. If this opportunity Is wolved, a representative somple of each species moy be required for opproval prior to shipment of the total quantity. l0. Utility doto has not been collected for thts project. Prior to any construction, excavotton, or landscaping, the contractor shall assume the responslbUlty of locating and verifying all utilities, above and/or below ground, public and/or private that may exist and cross through the areas of construction. ll. The Contractor shall coordinate, through the Engineer, the location and dellneatlon of VDOT assets that may exist In the project area. 12. Major trees shall not be planted under overhead wires at any time. 13. Location of plant materials shown on the plans are schematic only and shall be adjusted as required for changes due to actual field condition when directed by the Englneer. 14. On center spacing of plant material shall be Indicated In the Landscape Summary or plan, unless otherwise directed by the Engineer. 15. The location of all plant moterla/ shall be staked In the field by the contractor for approval by the Engineer prior to excavotlon of planting pits and/or beds and Installation of any plant moterlal. 16. The mulching material for this project shall be. SHREDDED HARDWOOD BARK See Standard 1201.08 for Mulch Specifications 1 IT Definition of abbrevlotlon: CAL. Caliper HGT. Height B & B Balled & Bur/apped CONT. Container B.R. Boreroot EA. Each L.F. Linear Feet C.Y. Cub1c Yard S.F. Square Feet HR Hour 18. Planting pits for container material shrill be twice the width of the container or root ball and equal to the depth of the container or root ball. REVISED FHWA STATE FEDERAL AID DESIGN FEATURES RELATING TO CONSTRUCTION REGION PROJECT ROUTE OR TO REGULATION AND CONTROL OF TRAFFIC MAY BE SUBJECT TO CHANGE AS DEEMED NECESSARY BY THE DEPARTMENT 3 VA. 631 PROJECT SHEET N0. 0631- 002 -128, C502 11(1) LOCATION WATERING KEY SCIENTIFIC NAIME GAMMON NAME PAY ITEMS' QTY. UNIT SIZE A.A.N. TYPE ROOT CONDITION MIN. WIDTH SPREAD OF BRANCHING MIN. BALL DIAM. MIN. HALL DEPTH HEIGHT RANGE ON CENTER, SPACING REMARKS Tres Meadow Creek Parkway A Quercus rubra -i Northern Red Oak 8 1 EA 1.5-2" 1.1.3.1T y 1 B&B/Cont 3G".481' 1e" 14" 10-12' Shown on Plan's A Lic uidainbar rotunidiloba Seedless Swveet riin 22 EA 1.5,2" 1.1.3.1 Typ.1 B&B/Cont 28"-36"Y 16" 12" 10-12' 54" C Juni aertrs vir iniiana Eastern Red Cedar 16 EA 5-6" 3.1.2.5 Typ 5 B&B, Cont 30' 16" 12" Shown on Plans A Cladi-astir lutea American Yellowvood 11 EA 1.55' 1.1.3.2 T )2 B&B/Cont. 366" 16" 12" 8-10' Shown ori Plans A Taxodlunl disticlhum Common Bald ess 15 EA 1.5-2" 2.1.3.4 T )3 cont. 2811-301" 16" 12" 648" 5' Shrubs D Myrica pensylvainica Northern Bayberry 60 1 EA 24-30" 2.1.3.4 Typ 5 cont. 18"-241" 3 81' M' D Juni erus chienen:sis" Sea Green; Sea Green Juniper 82 EA 24" 2.1.3.4 Typ3 Cont. 18" 3 81" 3" D Azalea" Hershey, Rett Hershey Red Azalea 51 EA 24" 4.1.2.4 T- P4 Cont. 18-24" 3 81, 6" Red Flower E Potentilla fruticosa 'G old Drop' Bush cin ufoil "Cold Dro " 258 EA 18" 2.1.3.2 T a3 Cont. 16" 3 80" 3" Yellow flowerer Perennials F Heinerocallis sipp. Da..lilies 1074 EA SP5 12.2.5 a Bare Root 1 -fan 1.6" Mixed colors Reforestation Areas Acer rubrumi Red Maple 194 EA 5" 1.2.1 BR-1cont hi) 10, Quercus Rubrra Red Oak 193 EA 564 1.2.1 Blk Cont Whi) 10' Micellaneous Items Watering 24 Knit Unit = 1000 Vials Mulch NS Organic Backfill 50 CY A PLAN NO. PROJECT FILE NO. (SHEET NO. IKI1 Iti Deslgn Flle - cAdocuments\cfms_local\vlew\2530\1253OV25301113).dgn Ref. Fl/e - c:\documents\cfms_locol\ref\d2530des.dgn Ref. Flle - c:\documents\cfms-local\ref\su2530.dgn Ref. Fl/e - cAdocuments\cfms _Iocal\ref\r2530.dgn Ref. File - c:\documents\cfms_local\ref\d2530patdgn Ref. FI/e - c:\documents\cfms_locaMef\r2530ut.dgn Ref. File - c:\documents\cfms-locol\ref\h2530.dgn Design levels on - 1-58,60-63 Levels On - 1-31,33,34,36-52,54-57,61,62 Levels On - 1-11,13-34,36,38-59 Levels On - 1-63 Levels On - 1-63 Levels On - 1-32,35,36,38-63 Levels' 1-2729-38 -50,52-62 LIMITED ACCESS HIGHWAY tlyResolu ion of Commonwealth Transportation Board dated Se tember 15 1994 fDE V Y D Y___•_auro____ _ __. PERVISED BY_ 9R -0ty_ (540) 829-7550 REVISED FEDERAL PRJT ROUTE STATE SIGNED By _ .E..Kt'ys rrllakP_EL590)82g-7785 DESIGN FEATURES RELATING TO CONSTRUCTION STATE SHEET NC OR TO REGULATION AND CONTROL OF TRAFFIC MAY BE SUBJECT TO CHANGE AS DEEMED NECESSARY BY THE DEPARTMENT l VA. 631 0631-002-128,C502 11(2) 0 10 V) N Iofmw 11e&Defoll & Drokxgle Description Sheet, Etc.? Reference Sheet 7 Hydroa/ Cem. Cone. / / / ' 8 1 ' / Sldewo k 4- Req'd. SO • / xgg '0al •/ // / // t ter . • ' ' c G / f / • / StW 00,• dram Cem. SI alk / 2 '•'. / "r /•• •• , J v lipOCG 1 • --. 6ck •/ 4, 1 000 OPO NO eo Hydro 6au.>{ — • — CNN 7.3 Idewalk 4 – r _ \ French Drain Op R Op r'a / 0 P O eQ Std.. CG -6 3 Sweet Gum " J074 /lea Re -Forestation 1/0); - h 8 Red Oak d. CG -6 Req'd. r(oll Req'd. amno -57 ' / ' \ ` `41R- ' •' END DUNLORA DRIVE RT.. 0000 BEG. RIO ROAD o .! ; ` `. , ~' i // .,oA STA. 60213.50 STA 100+37.00 /; . / • / y- • ' ode to Droln/ cl- r lo' Enhanced Ped. 017 601 ,3-' G/ -.° °' ct Curve R01 •;•'•// ' Q . ` a 0' *z T6A / PI.102.86.65 • : / j • /' I o Curve REVDUNRT-I Curve REVDI/N-3DELTAL /*38?J3"2l'04.80'tRTI •/. ,• j , , ] + B Pl - 6010,94.54 PI. 206.80.40 DELTA - 2O.4p 22,99• (LT) DELTA - 2f 10' 18.17' (LT) T - 124.30' .a /,. , •ar - _ U R / .Q / , L -243.52' ''S ./,• F• Q`' O---._.,-• ,_-_•` „W o T8 .Q ,1 0 D -Ir 38'33- D -952'43 R - 49213' %. •,'' • 8 N ' g D-" T - 89.83' T -108.40' L -177.71' L - 214.32' PC -101-62.34 (:j) nl (/F- PT - - - _ _ _ _ R 49273' R - 58010' 104.05.86 ~' ! ; ' l8 _ _ `_ _ cU - _ _ - - –-- - k--• N" PC - - 600-04.70 PC - 207•72r00 LS - See Profile Sheet _ _ –__ - -- V .' -' --- _ _ / PT -601+8241 PT •209.86.32 37 m p- : . / E - 41,•'. •-•ORA CONST,s: •- - __-- --- _ r . END DUNLORA DRNE D RIO ROAD _STA208+48.97_ ' - O1106.54.65 ti o p ; 0 BEG. DUNLORA DRIVE o e y p oyq ,i' .• o / ,•' 014 STA. 200.25.00 BEGIN NLO A DR ^ERT.- Olt Q) b STA 600.12 — _ 040 C\l Curve REVDUN-2V Curve REVOUN-1 PI - 206.21.15 c •. Q w cll 1 0 Curve RIO -2".. ` / _g 9 — P1. 202346/ DELTA - 48' Zr21' 23.82'' fRTJ – WPI.105.38.10 DELTA - 40.27' 07105' (LT) D -19.05' 55' j Uj\ / I o o c° qTi 01., RN, r DELTA -/3.27 55.6. (LT) D • 12' 28' 2T T 134.69' / W a 0 Ql D - If 38' 33• T -16923 c 253.19' . ?,- • 0$ / . W CgTVra 7RJ T 58J0' R 300100' 100-- L -115.66' L 324.29' 59-32'PC , 204.86.46 / a Q R - 492J3 PC 4200.65.37 PT - 207.39.66 (n ` 1PC ' 04080,m PT - 203.89.66 LS - See Profile Sheet P1 alp PT )05.95.66 L„5 - See Profile Sheet V - 37 mph LS : See Profile Sheet V 37 mph E - 4A% V 37 mph E - 4 E 4A/. 10% a SCALE 0 50' 100' PLAN NO. PROJECT 0631-002-128 FILE NO. SHEET NO. 11(2) IN PLANT L APMA- IWU- 1' r-V-pr,plr--l N1P, -1=1; Japanese Black pine Little Gem Maq `16 is faster Ped Cedar O&AWNTAI.1 5aucer Ma -6 is c)Np1lr3c)/ rpAc)c-r- 1; 0profu5ion Pca4berr 0 Knock Out pose Maiden Grass e Little PunnH Fountain Grass O David Viburnum rpnl imrrnv-p Piq Glue Liriope Albemarle County Code Parking Lot Planting Requirements: 26 Parking Spaces in New Lot 1 Shade Tree Required per 10 Spaces = 3 Shade Trees Trees Shown Adjacent to Parking = 3 Total Parking/ Paved Area = 8700 SF Required Planting Area (5%) = 435 SF Planting Area Shown = 1340 SF NOTES: 1. Landscaping for the entry signage and the signage footprint is conceptual as shown and will be contengent on the final design of the signage. Coordinate this planting with sign design as necessary. 2. Repair existing landscape and lawn areas as needed if any damage results from the installation of the proposed landscaping. 3. The existing parking area lighting is connected to a Novar system and operates on a dusk to dawn sensor. All proposed lighting will be connected to the same systems. 40, Scatei 1'=20'=0' LAND PUNNING & DESIGN A S S O C I A T E S 310 East Main Street, Suite 200 Charlottesville, Virginia www.lpda.net 434.296.2108 0 Fax 434.296.2109 Proffict Title CATEC PLANTING PLAN Albemarle County, Virginia No. Revision Date Drawn by EAM Checked by MEL Scale 1" = 20' Date 11-17-09 Issued for CONSTRUCTION SET raw nq Iftle PLANTING PLAN Drawing um er L160 Project um 0908-01 c 11 PAW 5CH PlI QTY SCIENTIFIC NAME COMMON NAME SIZE COND. SPACING Shade Trees -Large 2 Celtis occindentalis Hackberry 1-3/4-2" B&B 2 Quercus shumardii Shumard Oak 1-3/4-2" B&B Ornamental Trees -Small 1 Magnolia x soulangiana Saucer Magnolia 4'-5' B&B Evergreen Trees 3 Ilex x attenuata "Fosteri" Foster Holly 6'-7' B&B 2 Jluniperus virginiana Eastern Red Cedar 4'-5' B&B 2 Magnolia grand iflora 'Little Gem' Little Gem Southern Magnolia 6'-7' B&B 1 Pinus thunbergiana Japanese Black Pine 51-6' B&B Shrubs Evergreen 29 Vbumum davidii David Viburnum 18"-24" 3 3' OC Shrubs Deciduous 12 Callicarpa bodinien Profusion Beautyberry 18"-24" 3 8' OC 28 f;RSARY'Raryod' Blushing Knock Out Rose (fragrant) 18"-24" 3 3' OC Grasses 3 NAiscanthus sinensis 'Morning Light Morning Light Maiden Grass 1 4' OC 30 L.iriope muscari 'Big Blue' Big Blue Liriope 1 18" OC g P'ennisetum alopecuroides 'Little Bunny' Little Bunny Fountain Grass 1 18" OC 16 NAulch hardwood mulch- 16 CY at 3" THREE TIMES BALL DIAMETER A \ TREE PLANTING 112" -1 1-0" SET TRUNK PLUMB RUBBER HOSE SECURED WITH WIRE OR APPROVED TREE TIES DOUBLE STRAND WITE ATTACHED TO END OF STRIPS (NOT AROUND TREE)OR APPROVED TREE TIES SET TREE SO THAT ROOT COLAR IS AFG TWO WOOD STAKES SET 180 DEGREES APART STAKE ONLY IN WINDY LOCATIONS - ALLOW FOR NATURAL SWAY FINISHED GRADE 3" OF MULCH. DO NOT PLACE MULCH WITHIN 4" OF ROOT COLAR 4" OF COMPACTED EARTH SAUCER (NOTE: IN PLANTING BEDS, ELIMINATE THE COMPACTED EARTH SAUCER AND COVER ALL BEDS WITH 3" OF MULCH, MINIMUM) FINISHED GRADE TILL EXISTING SOIL REMOVE BURLAP FROM TOP i OF ROOT BALL 1JNDISTU130ED SOIL SET PLUMB J'' FINISHED GRADE NY 3" OF MULCH 3" COMPACTED EARTH AO SAUCER (NOTE: IN PLANTING 0 a BEDS, ELIMINATE THE COMPACTED EARTH SAUCER r Ti`=LAND COVER ALL BEDS WITH 3" OF MULCH, MINIMUM THREE TI BALL DIAMETER B \ SHRUB PLANTING 112" = 1'-0" VARIES EXISTING GRADE TILL EXISTING SOIL REMOVE BURLAP FROM TOP X OF ROOT BALL, ROUGHEN ROOT BALL FOR CONTAINER GROWN STOCK GROUNDCOVER PLANTING 1/201 = 1'-0" 3" OF MULCH FINISHED GRADE PLANTING SOIL MIXTURE ROUGHEN ROOTBALL PRIOR TO PLACEMENT dLPDA LAND PLANNING & DESIGN A S S • C I A T E S 310 East Main Street, Suite 200 Charlottesville, Virginia www.lpda.net 434.296.2108 Fax 434.296.2109 ro e CATEC PLANTING PLAN Albemarle County, Virginia 11-17.2ocR 1 WXLUMM C11111M1E Na W1254 No. Revision Date REVISION XX/XX/XX Drawn by EAM Checked by MEL Scale 1"- 20' Date 11-17-09 Issued for CONSTRUCTION SET row ng five PLANTING DETAILS Drawing Number L200 Project Number 090"1 0 T STATISTICS Symbol Label Qty Catalog Number Description Lamp File Lumens LLF a A 5 G25OMHOOLFFXXX MONGOOSE Full Cutoff 25OW CLEAR MH G25OMHOOLFF 19100 1.00 Description Symbol Avg Max Min Max/Min Existing Lot 1.7 fc 4.7 fc 0.3 fc 15.7:1 New Lot 1.3 fc 4.0 fc 0.3 fo 13.3:1 Tr apess Lighting 0.1 fc 0.3 fc 0.0 fc N ! A Vertical FC at 5' Inside Lot 0.7 fc 0.7 fc 0.7 fc 1.0:1 LUMINAIRE SCHEDULE Symbol Label Qty Catalog Number Description Lamp File Lumens LLF a A 5 G25OMHOOLFFXXX MONGOOSE Full Cutoff 25OW CLEAR MH G25OMHOOLFF 19100 1.00 8 2 G25OMHOOLFFXXX MONGOOSE Full Cutoff 25OW CLEAR MH G25OMHOOLFF 19100 1.00 XXX.las Proposed Lighting 250 Watt Mongoose on 30' Poles Meter Located in Boiler Room on Existing Lights controlled by Dusk/ Dawn Sensor and Novar System 2) G25OPMMCLFFAZ 8-64320 LUMINAIRE: Monsoom, 250 Walt Pulse Mlgltsl Hwe, Mogul Bow. MIatIY'A PMJMmd to 240V tap, Lolw TK 0 to IS Doggy, Forward Throw, Flat Gbn. fth.Sy4velC1W Mbpfi bWe OF Prase Strt bnp. D2R3BZ PQR 2 LurnkAl ql at 180 Arm Mount, Square Straight S", 30 FL POK 80 MPH a8 w2k ad, Non-,AASHTO, Bmnm Past Fkfieh. LPDA M made, Va. ORDER#: rfm: TV* 110 °"•"""'°! LEAMIUMN411GILM `s°S R sloN: R nsroN c T: TSG 05231Ari Brande"many DMW14: 90W ORM DATE- 1iMa" PAGE 1 M!Otte1MlltrM ll4Mttiltt#tlli OO i Rl 1pM1d11 MM1/MLf0Mlt1M@MIr0WHINAMMlew0411GOWNwg.yra& grim swwouraarws wav ow ssowoe rssr "" Kwurarre ams' r10K01011101MwM irMVWMWa' wiwrxro mm=msaw a0 r a a 1Ia100R441 MgMLt#II Y l4 f01f11>1MIM ON v Building 1 r A 1 C: r ^ LAND PLANNING & DESIGN A S S • C I A T 2 S 310 East Main Street, Suite 200 Charlottesville, Virginia www.lpda.net 434.296.2108 0 Fax 434.296.2109 ro e CATEC PLANTING PLAN Albemarle County, Virginia No. Revlslon Date Drawn by J PORTER Checked by MEL Scals 1" = 30' Date 11-17-09 Issued for CONSTRUCTION SET Drawing e PROPOSED LIGHTING PHOTOMETRICS Drawing Number L3 .0 Project Number 0908-01tel. 1.r'....-- 1 v Building 1 r A 1 C: r ^ LAND PLANNING & DESIGN A S S • C I A T 2 S 310 East Main Street, Suite 200 Charlottesville, Virginia www.lpda.net 434.296.2108 0 Fax 434.296.2109 ro e CATEC PLANTING PLAN Albemarle County, Virginia No. Revlslon Date Drawn by J PORTER Checked by MEL Scals 1" = 30' Date 11-17-09 Issued for CONSTRUCTION SET Drawing e PROPOSED LIGHTING PHOTOMETRICS Drawing Number L3 .0 Project Number 0908-01 STATISTICS Descxipbon Symbol Avg Max Min Max/Min Existing Lot 0.3 It 2.1 fc 0.0 fc N 1 A New Lot 0.0 It: 0.1 fc 0.0 fc N / A Vertical Footcandles at 6 0.0 fc 0.0 fc 0.0 is N / A Existing Mercury Vapor Light Fixtures are Obsolete Existing 25' Poles Operating on a dusk to dawn sensor and Novar System i i Building y x, 111 1 `.. ........_./'• 1.. b.1 b.2 b.2 10.8 '1.1 b.8 '1 4 b.6 b.9 b.4 Building b.2 b.1 IIIIIIIIp isr i i./ Z i LAND PUNNING & DESIGN A S S 0 C I A T E S 310 East Main Street, Suite 200 Charlottesville, Virginia www.lpda.net 434.296.2108 Fax 434.296.2109 I-roject I me CATEC PLANTING PLAN Albemarle County, Virginia No. Revision Date Ora" by J PORTER Checked by Scale 1" = 30' Date 11-17-09 Issued for CONSTRUCTION SET Drawing Title EXISTING LIGHTING PHOTOMETRICS Drawing Number L3.1 Project umber 0908-01 GENERAL ELECTRICAL SPECIFICATIONS 16010 - ELECTRICAL GENERAL PROVISIONS ALL WORK SHALL COMPLY WITH THE REQUIREMENTS OF THE 2006 VUSBC AND THE 2005 NEC (NFPA 70). ALL MATERIALS AND EQUIPMENT SHALL BE UL LISTED AND LABELED WHERE APPLICABLE. THE CONTRACTOR SHALL GIVE CONSIDERATION TO ALL OTHER TRADES, AND MAKE ARRANGEMENTS TO AVOID CONFLICTS AND INTERFERENCE WITH OTHER WORK, NEW OR EXISTING. CONTRACTOR SHALL COORDINATE ALL COMPONENTS OF THE WORK, AND PROVIDE MINOR ADJUSTMENTS AS REQUIRED, INCLUDING OFFSETS, TRANSITIONS, FITTINGS, AND ACCESSORIES TO MEET ACTUAL CONDITIONS. SUBMITTALS; THE CONTRACTOR SHALL SUBMIT INFORMATION, FOR ARCHITECT/ENGINEER'S REVIEW, TO DEMONSTRATE COMPLIANCE OF PROPOSED PRODUCTS AND/OR INSTALLATIONS WITH THE CONTRACT DOCUMENTS. THIS INFORMATION SHALL INCLUDE, BUT NOT BE LIMITED TO: CATALOG DATA; PERFORMANCE DATA; ETC. PROPOSED PRODUCTS THAT ARE NOT IN COMPLIANCE WITH THE CONTRACT DOCUMENTS MAY BE REJECTED. INFORMATION MUST BE SUBMITTED ON ALL REQUIRED PRODUCTS. RECORD DRAWINGS DURING CONSTRUCTION AN ACCURATE RECORD OF ALL DEVIATIONS BETWEEN THE MARK SHOWN ON THE CONTRACT DOCUMENTS AND THAT WHICH IS ACTUALLY INSTALLED SHALL BE MAINTAINED. THESE DEVIATIONS SHALL BE NOTED NEATLY AND ACCURATELY IN RED INK ON ONE SETS OF FULL-SIZE PRINTS OF THE CONTRACT DOCUMENTS. WHEN ALL DEVIATIONS HAVE BEEN NOTED ON THESE PRINTS, THEY SHALL BE DATED AND LABELED AS RECORD DRAWINGS AND BE DELIVERED TO THE ARCHITECT/ENGINEER. UNLESS OTHERWISE NOTED, INSTALL EQUIPMENT IN ACCORDANCE WITH MANUFACTURER'S PRINTED INSTRUCTIONS FOR APPLICATION INDICATED. MAINTAIN COPIES OF MANUFACTURER'S PRINTED INSTRUCTIONS AT THE PROJECT SITE. INSTALL, OPERATE, AND ADJUST SYSTEMS IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. VERIFY FINAL LOCATIONS FOR EQUIPMENT WITH FIELD MEASUREMENTS, THE REQUIREMENTS OF THE EQUIPMENT TO BE INSTALLED AND THE OWNER. COORDINATE INSTALLATION OF ELECTRICAL SYSTEMS, EQUIPMENT AND MATERIALS WITH OTHER SYSTEMS. INSTRUCTION & TRAINING: AFTER ALL EQUIPMENT AND SERVICES ARE IN OPERATION AND RECEIPT OF THE APPROVED OPERATION AND MAINTENANCE MANUALS, INSTRUCTION AND TRAINING SESSIONS SHALL BE CONDUCTED FOR REPRESENTATIVES OF THE OWNER. THE TRAINING SESSION SHALL ADDRESS THE OPERATION AND MAINTENANCE OF EACH PIECE OF EQUIPMENT AND OF THE SYSTEM AS A WHOLE, PREVENTATIVE MAINTENANCE TECHNIQUES SHALL BE INCLUDED. INSTRUCTIONS AND TRAINING SHALL BE GIVEN BY COMPETENT, FACTORY -TRAINED SERVICE AND OPERATING PERSONNEL FROM THE APPROPRIATE MANUFACTURER(S). THE CONTRACTOR SHALL RECORD THE NAMES OF ALL PERSONNEL PRESENT AT EACH INSTRUCTION AND TRAINING SESSION AND SHALL FORWARD A COPY OF THE ATTENDANCE LOG TO THE ARCHITECT/ENGINEER WITHIN SEVEN DAYS AFTER EACH SESSION. WORK TO BE GUARANTEED/WARRANTED FOR 12 MONTHS FROM THE DATE OF ACCEPTANCE. 16050 - GROUNDING GROUNDING IS TO BE PER THE REQUIREMENTS OF NEC ARTICLE 250. GROUND AND BOND ALL NON -CURRENT -CARRYING PARTS OF EQUIPMENT. ALL CIRCUITS ARE TO HAVE A GREEN EQUIPMENT GROUNDING CONDUCTOR. GROUND RODS TO BE COPPER -CLAD STEEL, X4' DIAMETER BY 10' LONG. CONNECTIONS TO GROUND RODS TO BE EXOTHERMAL TYPE. SERVICE ENTRANCE GROUNDING ELECTRODE SYSTEM RESISTANCE SHALL NOT EXCEED 25 OHMS. 16060 - HANGERS do SUPPORTS INSTALL SUPPORTING DEVICES TO FASTEN ELECTRICAL COMPONENTS SECURELY AND PERMANENTLY IN ACCORDANCE WITH NEC REQUIREMENTS. COORDINATE WITH EQUIPMENT AND OTHER INSTALLED SYSTEMS. 16075 - ELECTRICAL IDENTIFICATION PROVIDE AND INSTALL ENGRAVED NAMEPLATES FOR ALL PANELS, DISCONNECT SWITCHES AND SIMILAR EQUIPMENT. NAMEPLATES SHALL INCLUDE EQUIPMENT DESIGNATION, VOLTAGE, PHASE AND SOURCE. NAMEPLATES SHALL BE BLACK WITH WHITE LETTERING. TAG AND LABEL CIRCUITS IN CABINETS, PULL AND JUNCTION BOXES. PHASE AND VOLTAGE MAY BE INDICATED BY COLOR -CODED CONDUCTOR INSULATION. 16123 - BUILDING WIRE do CABLE CONDUCTORS: CONDUCTORS ARE TO BE COPPER WITH TYPE THWN/THHN OR XHHW INSULATION. MINIMUM SIZE SHALL BE f12 AWG FOR POWER AND LIGHTING CIRCUITS. CONDUCTOR COLOR CODING SHALL MATCH EXISTING BUILDING CONVENTION IF ANY. IF NONE EXISTS, USE THE FOLLOWING: PHASE A -MOWN, PHASE B -YELLOW, PHASE C -ORANGE, NEUTRAL -GRAY, AND GROUNDING -GREEN. PROVIDE AN EQUIPMENT GROUNDING CONDUCTOR IN ALL CIRCUITS. PULL CONDUCTORS SIMULTANEOUSLY WHERE MORE THAN ONE ARE BEING INSTALLED IN THE SAME RACEWAY. USE UL LISTED PULLING COMPOUND OR LUBRICANT WHERE NECESSARY. NO MORE THAN EIGHT CURRENT CARRYING CONDUCTORS SHALL BE INSTALLED IN A SINGLE CONDUIT. KEEP CONDUCTOR SPLICES TO A MINIMUM. INSTALL SPLICE AND TAP CONNECTORS THAT POSSESS EQUIVALENT OR BETTER MECHANICAL STRENGTH AND INSULATION RATING THAN THE CONDUCTORS BEING SPLICED. USE SPLICE AND TAP CONNECTORS THAT ARE COMPATIBLE WITH THE CONDUCTOR MATERIAL SPLICES IN IN -GROUND PULL BOXES OR OTHER EXTERIOR LOCATIONS ARE TO BE WATERPROOF. PRIOR TO ENERGIZING, TEST WIRE AND CABLES FOR ELECTRICAL CONTINUITY AND SHORT-CIRCUITS. SUBSEQUENT TO WIRE AND CABLE HOOK-UPS, ENERGIZE CIRCUITS AND DEMONSTRATE PROPER FUNCTIONING. CORRECT ANY MALFUNCTIONS AND RETEST TO DEMONSTRATE COMPLIANCE, 16130 - RACEWAY & BOXES CONDUIT. ALL WRING SHALL BE INSTALLED IN CONDUIT, MINIMUM SIZE IS TO BE 3//4'. CONDUIT IS TO BE PVC SCHED 40, IMMEDIATE METAL CONDUIT OR RIGID GALVANIZED STEEL LICQUID-TIGHT FLEXIBLE CONDUIT IS TO BE USED FOR CONNECTIONS TO EQUIPMENT SUBJECT TO IWIOVEMENT OR VIBRATION, MAXIMUM LENGTH TO BE 6'. UNDERGROUND INSTALLATIONS: USE RIGID STEEL CONDUIT, INTERMEDIATE METAL CONDUIT OR SCHED 40 PVC. OUTDOOR LOCATIONS ABOVE GRADE: USE RIGID STEEL CONDUIT OR INTERMEDIATE IrWETAL CONDUIT. BOXES: METAL OUTLET, DEVICE AND JUNCTION BOXES SHALL COMPLY WITH NEMA OS1 AND FBI. BOXES SHALL BE EITHER CAST TYPE OR NEMA 3R RATED. CAST BOXES SHALL BE TYPE FD, CAST FERALLOY. PROVIDE GASKETED COVER AND THREADED HUBS. WP COVERS ARE TO ME IN USE' TYPE. CONDUIT ROUTING IS SHOWN ON DRAWINGS IN APPROXIMATE LOCATIONS UNLESS DOMENSIONED. ROUTE AS REQUIRED TO COMPLETE WIRING SYSTEM. JOIN NONMETALLIC CONDUIT USING CEMENT AS RECOMMENDED BY MANUFACTURER. WIPE NONMETALLIC CONDUIT DRY AND CLEAN BIEFORE JOINING. APPLY FULL EVEN COAT OF CEMENT TO ENTIRE AREA INSERTED IN FITTING. ALLOW JOINT TO CURE FOR 20 MINUTES, MINIMUM. INSTALL NO MORE THAN EQUIVALENT OF THREE 90 DEGREE BENDS BETWEEN BOXES. PROVIDE SUITABLE PULL STRING IN EACH EMPTY CONDUIT EXCEPT SLEEVES AND NIIPPLES. USE SUITABLE CAPS TO PROTECT INSTALLED CONDUIT AGAINST ENTRANCE OF DIRT AND MOISTURE. GROUND AND BOND CONDUIT AND BOXES UNDER PROVISIONS OF SECTION 16050. INSTALL ELECTRICAL RACEWAYS AND BOXES IN ACCORDANCE WITH MANUFACTURER'!S WRITTEN INSTRUCTIONS, THE NEC AND NECA STANDARDS OF INSTALLATION. UPON COMPLETIOON OF INSTALLATION OF RACEWAYS AND BOXES, INSPECT INTERIORS. CLEAR ALL BLOCKAGI'ES AND REMOVE BURRS, DIRT AND CONSTRUCTION DEBRIS. 16530 - EXTERIOR LIGHTS FURNISH FIXTURES AS INDICATED IN SCHEDULE. LUMINAIRE ATTACHMENT PROVISIONS: COMPLY WITH LUMINAIRE MANUFACTURERS MCDUNIING REQUIREMENTS. ANCHOR BOLTS, LEVELING NUTS, BOLT CAPS AND WASHERS: HOT-CXP GALVANIZED AFTER FABRICATION, UNLESS STAINLESS-STEEL 17EMS ARE INDICATED. ANCHOR-BOLLT TEMPLATE TO BE PLYWOOD OR STEEL CONCRETE POLE FOUNDATIONS: CAST IN PLACE, WITH ANCHOR BOLTS TO MATCH POLE -BASE FLANGE GROUNDING AND BONDING LUGS- WELDED 1/2 INCH THREADED LUG, LISTED) FOR ATTACHING GROUNDING AND BONDING CONDUCTORS OF TYPE AND SIZE LISTED IN THAT SECTION, AND ACCESSIBLE THROUGH HANDHOLE. CONCRETE PER REQUIREMENTS OF DIVISION 3. INSTALL FIXTURES SECURELY, IN A NEAT AND WORKMANLIKE MANNER. PROVIDE CONCRETE BASES FOR LIGHTING POLES AT LOCATIONS INDICATED. INSTALL POLES PLUMB. PROVIDE SHIMS TO ADJUST PLUMB. GROUT AROUND EACH BASE. BOND LUMINAIRES, METAL ACCESSORIES, AND METAL POLES TO BRANCH CIRCUIT EQXUIPMENT GROUNDING CONDUCTOR. PROVIDE SUPPLEMENTARY GROUNDING ELECTRODE AT EACH POLE. OPERATE EACH LUMINAIRE AFTER INSTALLATION AND CONNECTION. INSPECT FOR IMPROPER CONNECTIONS AND OPERATION. CLEAN ELECTRICAL PARTS TO REMOVE CONDUCTIVE AND DELETERIOUS MATERIALS. (REMOVE DIRT AND DEBRIS FROM ENCLOSURE CLEAN PHOTOMETRIC CONTROL SURFACES AS RECOMIMENM BY MANUFACTURER. CLEAN FINISHES AND TOUCH UP DAMAGE. THE DESIGN SHOWN IS BASED ON THE MANL FACTUi6RS AND MODELS INDICATED AND IS INTEDED ONLY TO SHOW THE GBN6iAL SIZE CONFIGURATION( LOCATION, 00NN8 10N1S ANDVOR SUPPORT FOR THE EOL)IFNNT OR SY STEM SPECIFIED W TH RELATION TO THE OTHER BOLDING SYSTEK S. SEE SPECIFICATION FOR ADDITIONAL TECHNICAL REQUIRMIMS. KEY: NOTES: P POLE 1. ALL FDCTLI ES SHALL BE RATED 480V. V ERFY C IRCUT VOLTAGE WITH OWN ER 2. HOLOPHANE POINT OF OONTAC P JM PORTER AT 276-238-0347 (OFFICE) GENERAL NOTES I. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH VUSBC 2006, NEC 2005 AND ALL LOCAL CODES. 2. COORDINATE INSTALLATION WITH ALL OTHER TRADES. 3/8-16 UNC STAINLESS STEEL HEX HEAD BOLT W/WASHER (2) 01t 4p• 2X 4'x4" MOUSEHOLES COVER IN -GRADE PULL BOX DETAIL LEGEND UNDERGROUND CONDUIT/WIRING 0-0 SINGLE -HEAD SHOE BOX FIXTURE 0*(3 DOUBLE -HEADED SHOE BOX FIXTURE. 5 COF SKID RESISTANT SURFACE SCALE: NONE NOTES* 1. BOX TO BE QUAZITE JPG1324BB18. COVER TO BE QUAZITE OPG1324HG00. 2. COVER LOGO TO READ 'LIGHTING'. 3. BOX TO BE INSTALLED ON A MINIMUM OF SIX INCHES OF PEA GRAVEL FOR DRAINAGE. EDGE OF CONCRETE FOOTING (2' DIA) ANCHOR BOLT HOLES PER MANUFACTURER 30' SQUARE STEEL POLE ANCHOR BOLTS TO BE SUPPLIED BY MANUFACTURER. (4) PER MFR'S TEMPLATE BASE HEIGHT 3",UN0L„„ 7'-O» HAND HOLE STUB UP CND 6' ABV CONC do INSTALL INSULATING BUSHING CAST ROUND 2 -PIECE BASE COVER NON -SHRINK GROUT SETTING BED 3/4' CHAMFER ALL AROUND 1. FINISHED T 24" MIN 1 /4' CND (TYP) 3000 PSI CONC WITH REINFORCING - (6)06 W/#3 TIES 0 12' O.C. MIN. ABBREVIATIONS ABV ABOVE CKT CIRCUIT CND CONDUIT COF COEFFICIENT OF FRICTION CONC NQ, 1. TYm MAS MASE GROUND FAULT CIRCUIT INTERRUPTER GND WWI iMM1AlIMM MANUFACTURER MIN MONGOM 250 WATT RLSEMETAL HALIDE MOGLL BASE, MLI_T VOLT, O.C. ON CENTER TYP TYPICAL S1.1 PFi -WRED TO 240V TAP, LOW TILT, 0 TO 1s DBGRFES, FORWARD THROW, FLAT GLASS, ARCHTEDTURAL ARMMDUYTiNG, BRONZE PAINT® FLASH, SY LVA NA 25ONH CLEAR MDGLL BASE "E' PULSE START HOLOPHANE G25OPM48-L-FFA-Z-F2 P 1 25OW MH LAND S1.2 SANE AS TY PE S1.1 e(CEF'T DOLBL&FIEADED HOLOPHANE G25OPM48-L-FF-A-Z-F2 P 2 25OW NH POLE SCIUARESTRA04TSTEEL, 30FT. POLE, 80 MPH WMNDLOAD, NON.AASHTO, 1 LA LMIREARMMOII'TTFORSI.1, 2 LLA"I ES AT 180 ARMMOLW HOLOPFWNE FOR S1.2. BROKE PAW FINISH SSS30-02-R3-BZ THE DESIGN SHOWN IS BASED ON THE MANL FACTUi6RS AND MODELS INDICATED AND IS INTEDED ONLY TO SHOW THE GBN6iAL SIZE CONFIGURATION( LOCATION, 00NN8 10N1S ANDVOR SUPPORT FOR THE EOL)IFNNT OR SY STEM SPECIFIED W TH RELATION TO THE OTHER BOLDING SYSTEK S. SEE SPECIFICATION FOR ADDITIONAL TECHNICAL REQUIRMIMS. KEY: NOTES: P POLE 1. ALL FDCTLI ES SHALL BE RATED 480V. V ERFY C IRCUT VOLTAGE WITH OWN ER 2. HOLOPHANE POINT OF OONTAC P JM PORTER AT 276-238-0347 (OFFICE) GENERAL NOTES I. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH VUSBC 2006, NEC 2005 AND ALL LOCAL CODES. 2. COORDINATE INSTALLATION WITH ALL OTHER TRADES. 3/8-16 UNC STAINLESS STEEL HEX HEAD BOLT W/WASHER (2) 01t 4p• 2X 4'x4" MOUSEHOLES COVER IN -GRADE PULL BOX DETAIL LEGEND UNDERGROUND CONDUIT/WIRING 0-0 SINGLE -HEAD SHOE BOX FIXTURE 0*(3 DOUBLE -HEADED SHOE BOX FIXTURE. 5 COF SKID RESISTANT SURFACE SCALE: NONE NOTES* 1. BOX TO BE QUAZITE JPG1324BB18. COVER TO BE QUAZITE OPG1324HG00. 2. COVER LOGO TO READ 'LIGHTING'. 3. BOX TO BE INSTALLED ON A MINIMUM OF SIX INCHES OF PEA GRAVEL FOR DRAINAGE. EDGE OF CONCRETE FOOTING (2' DIA) ANCHOR BOLT HOLES PER MANUFACTURER 30' SQUARE STEEL POLE ANCHOR BOLTS TO BE SUPPLIED BY MANUFACTURER. (4) PER MFR'S TEMPLATE BASE HEIGHT 3",UN0L„„ 7'-O» HAND HOLE STUB UP CND 6' ABV CONC do INSTALL INSULATING BUSHING CAST ROUND 2 -PIECE BASE COVER NON -SHRINK GROUT SETTING BED 3/4' CHAMFER ALL AROUND 1. FINISHED T 24" MIN 1 /4' CND (TYP) 3000 PSI CONC WITH REINFORCING - (6)06 W/#3 TIES 0 12' O.C. MIN. ABBREVIATIONS ABV ABOVE CKT CIRCUIT CND CONDUIT COF COEFFICIENT OF FRICTION CONC CONCRETE DIA DIAMETER GFCI GROUND FAULT CIRCUIT INTERRUPTER GND GROUND MFR MANUFACTURER MIN MINIMUM O.C. ON CENTER TYP TYPICAL LINO UNLESS NOTED OTHERWISE 2 POLE BASE DETAIL - TYPES S1.1 AND S1.2 E0.0 SCALE: NONE NOTES* 1. BASE DIMENSIONS TO BE VERIFIED BY STRUCTURAL ENGINEER FOR PROJECT SOIL CONDITIONS. dLPDA LAND PLANNING & DESIGN A S S O C I A T E S 310 East Main Street, Suite 200 Charlottesville, Virginia www.lpda.net 434.296.2108 Fax 434.2962109 Project Title - CATEC LIGHTING Albemarle County, Virginia ADRIENNE MARIE HENDRICKSON N to LA0. 33370 ,`" elONAL E G No. Revision Date Drawn by BJP Checked by AMH Scale SHOWN Date 11-17-09 Issued for CONSTRUCTION SET Drawing LEGEND, SCHEDULES, DETAILS Drawing Number E0.0 Project Number 0908-01/09120 L y PNL DD 51.2 DD-4.. 1"C - 3#10 MIDInc S1.2 1'"C - 3#10 5` \ Lti 2 TYP i s ` Vlstl 1 ' 1"C 3#10 r a i S1.2' r'! tv r y r 1 ' K, 2 Tli S1.$ c,._y 'Sj ..%•'` `Z 1'C .-3#1D y.... `' ..,,, _...,. . . rte i , . i r'` r , "\ j+, u. ' v.V . %. " w•` J , , r w t 310 r•'% ~ . : - L J , l i SITE PLAN SCALE: 1" = W -V NEW WORK NOTES @ 1. PROVIDE IN -GROUND PULL BOX FOR FUTURE CIRCUIT EXTENSION. TAPE AND LABEL CONDUCTOR ENDS IN BOX. SEE BOX DETAIL ON EO.Q 2. SEE E-00 FOR POLE BASE DETAIL S. APPROXMwIATE LOCAL N OF EXISTING POLE. MODE PULL BOX TO 0119WT EIQSM CONDUIT NOMERUN. 4. REUSE EXISTING BREAKER IN PANEL DD CURRENTLY SMING PARKING LOT LIGHTIG& EXISTING PARKING LOT LIGHTS ARE CONTROLLED TROM THE BLDG NOVAR SWIM THIS CONTROL IS TO BE MAINTAINED FOR NEW LIGHTS LAND PLANNING & DESIGN A S S O C I A T I S 310 East Mein Street, Suite 200 Ch wkdeMle, Virginia www.".net 434296.2108 Fax 434.296.2108 CATEC LIGHT NG Albemarle County, Virginia ADRIENNE MARIE y HENDRICKSON NO. 33370 2q4' 101 Na Rewmm Dob Drawn by WP Owdcod by AMH Sods SHOWN Dab 11-17-09 IMuw for CONSTRUCTION SET SITE PLAN Drawing Nun6w E1,00 Pm*d Numbw 0908-01/09120 5 Luminaire Schedule Symbol Qty Label Arrangement Lumens LLF Description Q 2 A SINGLE 1 1.000 GE # EAMTXS5N60AlADKBZ 2.64 4 B D180 1 1.000 GE # (2)EAMTXS5N60AlADKBZ 0.0 TYPE B MOUNTS TO EXISTING 25' SQUARE POLES CONTRACTOR RESPONSIBLE FOR COORDINATING MOUNTING TYPES A AND C MOUNTING TO NEW 25' POLES Calculation Summary Label CalcType Units Avg Max Min Avg/Min Max/Min A Illuminance Fc 1.32 2.3 0.5 2.64 4.60 A 1 Illuminance Fc 0.20 0.5 0.0 N.A. N.A. ALL VALUES ARE INITIAL FC LEVELS Proposed Lighting: GE Evolve LED lights on existing 25' Poles Meter Located in Boiler Room on Existing Lights controlled by Dusk/ Dawn Sensor and Novar System Qt's____— — bmittal .. IN , and Approved h',' the Community Developrn,: ni Department ate Filet o 44 1 Y rd P C Building i e \ Ex. ROW Prop. ROW \ V.. V Drive aisle to be removed as Q \ CATEC Buildings part of parking area reconstruction Proposed Light (typ) v1. RUQ xisting Parking Area vv G {,.. b. z ..s 3 t., 1.4 ±.1 b.9 r. 1 1 . 4 i a.. \ roposed Linin"f6iril 0 0 qty _„ jti/r. r b.- y • / b. . Co i j s., b 4NgwParkingArear l L l i— r 1 I ti I• r r I Propo Planting-' rop. ROW %,' 3 I r 0' 30' 60' I r Scale t'=30'-0' 1 Lco / dLPDA LAND PLANNING & DESIGN A s s 0 C[ A T E s 310 East Main Street, Suite 200 Charlottesville, Virginia www.lpda.net 434.298.2108 0 Fax 434.296.2109 rope CATEC PLANTING PLAN Albemarle County, Virginia No. Revision Dote Drawn by SCIarkc Necked by MEL scab V — 30' Date 6.24-10 Issued for CONSTRUCTION SET Drawing Title PROPOSED LIGHTING PHOTOMETRICS Drawing Number L3.0 Project Number 0908-01 GENERAL ELECTRICAL SPECIFICATIONS 16010 - ELECTRICAL GENERAL PROVISIONS ALL WORK SHALL COMPLY WITH THE REQUIREMENTS OF THE 2006 VUSBC AND THE 2005 NEC (NFPA 70). ALL MATERIALS AND EQUIPMENT SHALL BE UL LISTED AND LABELED WHERE APPLICABLE. THE CONTRACTOR SHALL GIVE CONSIDERATION TO ALL OTHER TRADES, AND MAKE ARRANGEMENTS TO AVOID CONFLICTS AND INTERFERENCE WITH OTHER WORK, NEW OR EXISTING. CONTRACTOR SHALL COORDINATE ALL COMPONENTS OF THE WORK, AND PROVIDE MINOR ADJUSTMENTS AS REQUIRED, INCLUDING OFFSETS, TRANSITIONS, FITTINGS, AND ACCESSORIES TO MEET ACTUAL CONDITIONS. SUBMITTALS: THE CONTRACTOR SHALL SUBMIT INFORMATION, FOR ARCHITECT/ENGINEER'S REVIEW, TO DEMONSTRATE COMPLIANCE OF PROPOSED PRODUCTS AND/OR INSTALLATIONS WITH THE CONTRACT DOCUMENTS. THIS INFORMATION SHALL INCLUDE, BUT NOT BE LIMITED TO: CATALOG DATA, PERFORMANCE DATA. ETC. PROPOSED PRODUCTS THAT ARE NOT IN COMPLIANCE WITH THE CONTRACT DOCUMENTS MAY BE REJECTED. INFORMATION MUST BE SUBMITTED ON ALL REQUIRED PRODUCTS. RECORD DRAWINGS: DURING CONSTRUCTION AN ACCURATE RECORD OF ALL DEVIATIONS BETWEEN THE WORK SHOWN ON THE CONTRACT DOCUMENTS AND THAT WHICH IS ACTUALLY INSTALLED SHALL BE MAINTAINED. THESE DEVIATIONS SHALL BE NOTED NEATLY AND ACCURATELY IN RED INK ON ONE SETS OF FULL-SIZE PRINTS OF THE CONTRACT DOCUMENTS. WHEN ALL DEVIATIONS HAVE BEEN NOTED ON THESE PRINTS, THEY SHALL BE DATED AND LABELED AS RECORD DRAWINGS AND BE DELIVERED TO THE ARCHITECT/ENGINEER. UNLESS OTHERWISE NOTED, INSTALL EQUIPMENT IN ACCORDANCE WITH MANUFACTURER'S PRINTED INSTRUCTIONS FOR APPLICATION INDICATED. MAINTAIN COPIES OF MANUFACTURER'S PRINTED INSTRUCTIONS AT THE PROJECT SITE. INSTALL, OPERATE, AND ADJUST SYSTEMS IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. VERIFY FINAL LOCATIONS FOR EQUIPMENT WITH FIELD MEASUREMENTS, THE REQUIREMENTS OF THE EQUIPMENT TO BE INSTALLED AND THE OWNER. COORDINATE INSTALLATION OF ELECTRICAL SYSTEMS, EQUIPMENT AND MATERIALS WITH OTHER SYSTEMS. INSTRUCTION 8 TRAINING AFTER ALL EQUIPMENT AND SERVICES ARE IN OPERATION AND RECEIPT OF THE APPROVED OPERATION AND MAINTENANCE MANUALS, INSTRUCTION AND TRAINING SESSIONS SHALL DE CONDUCTED FOR REPRESENTATIVES OF THE OWNER. THE TRAINING SESSION SHALL ADDRESS THE OPERATION AND MAINTENANCE OF EACH PIECE OF EQUIPMENT AND OF THE SYSTEM AS A WHOLE, PREVENTATIVE MAINTENANCE TECHNIQUES SHALL BE INCLUDED. INSTRUCTIONS AND TRAINING SHALL BE GIVEN BY COMPETENT, FACTORY -TRAINED SERVICE AND OPERATING PERSONNEL FROM THE APPROPRIATE MANUFACTURER(S). THE CONTRACTOR SHALL RECORD THE NAMES OF ALL PERSONNEL PRESENT AT EACH INSTRUCTION AND TRAINING SESSION AND SHALL FORWARD A COPY OF THE ATTENDANCE LOG TO THE ARCHITECT/ENGINEER WITHIN SEVEN DAYS AFTER EACH SESSION. WORK TO BE GUARANTEED/WARRANTED FOR 12 MONTHS FROM THE DATE OF ACCEPTANCE. 16050 - GROUNDING GROUNDING IS TO BE PER THE REQUIREMENTS OF NEC ARTICLE 250. GROUND AND BOND ALL NON -CURRENT -CARRYING PARTS OF EQUIPMENT. ALL CIRCUITS ARE TO HAZE A GREEN EQUIPMENT GROUNDING CONDUCTOR. GROUND RODS TO BE COPPER -CLAD STEEL, )47 DIAMETER BY 10' LONG. CONNECTIONS TO GROUND RODS TO BE EXOTHERMAL TYPE. SERVICE ENTRANCE GROUNDING ELECTRODE SYSTEM RESISTANCE SHALL NOT EXCEED 25 OHMS. 16060 - HANGERS h SUPPORTS INSTALL SUPPORTING DEVICES TO FASTEN ELECTRICAL COMPONENTS SECURELY AND PERMANENTLY IN ACCORDANCE WITH NEC REQUIREMENTS. COORDINATE WITH EQUIPMENT AND OTHER INSTALLED SYSTEMS. 16075 - ELECTRICAL IDENTIFICATION PROVIDE AND INSTALL ENGRAVED NAMEPLATES FOR ALL PANELS, DISCONNECT SWITCHES AND SIMILAR EQUIPMENT. NAMEPLATES SHALL INCLUDE EQUIPMENT DESIGNATION, VOLTAGE, PHASE AND SOURCE. NAMEPLATES SHALL BE BLACK WITH WHITE LETTERING. TAG AND LABEL CIRCUITS IN CABINETS, PULL AND JUNCTION BOXES PHASE AND VOLTAGE MAY BE INDICATED BY COLOR -CODED CONDUCTOR INSULATION. 16123 - BUILDING WIRE k CABLE CONDUCTORS CONDUCTORS ARE TO BE COPPER WITH TYPE THWN/THHN OR XHHW INSULATION. MINIMUM SIZE SHALL BE #12 AWG FOR POWER AND LIGHTING CIRCUITS. CONDUCTOR COLOR CODING SHALL MATCH EXISTING BUILDING CONVENTION IF ANY. IF NONE EXISTS, USE THE FOLLOWING: PHASE A -BROWN, PHASE B -YELLOW, PHASE C -ORANGE, NEUTRAL -GRAY, AND GROUNDING -GREEN. PROVIDE AN EQUIPMENT GROUNDING CONDUCTOR IN ALL CIRCUITS PULL CONDUCTORS SIMULTANEOUSLY WHERE MORE THAN ONE ARE BEING INSTALLED IN THE SAME RACEWAY. USE UL LISTED PULLING COMPOUND OR LUBRICANT HERE NECESSARY. NO MORE THAN EIGHT CURRENT CARRYING CONDUCTORS SHALL BE INSTALLED IN A SINGLE CONDUIT. KEEP CONDUCTOR SPLICES TO A MINIMUM. INSTALL SPLICE AND TAP CONNECTORS THAT POSSESS EQUIVALENT OR BETTER MECHANICAL STRENGTH AND INSULATION RATING THAN THE CONDUCTORS BEING SPLICED. USE SPLICE AND TAP CONNECTORS THAT ARE COMPATIBLE WITH THE CONDUCTOR MATERIAL SPLICES IN IN -GROUND PULL BOXES OR OTHER EXTERIOR LOCATIONS ARE TO BE WATERPROOF. PRIOR TO ENERGIZING, TEST WIRE AND CABLES FOR ELECTRICAL CONTINUITY AND SHORT-CIRCUITS. SUBSEQUENT TO WIRE AND CABLE HOOK-UPS, ENERGIZE CIRCUITS AND DEMONSTRATE PROPER FUNCTIONING. CORRECT ANY MALFUNCTIONS AND RETEST TO DEMONSTRATE COMPLIANCE. 16130 - RACEWAY & BOXES CONDUIT: ALL WIRING SHALL BE INSTALLED IN CONDUIT, MINIMUM SIZE IS TO BE 3/4-. CONDUIT IS TO BE PVC SCHED 40, IMMEDIATE METAL CONDUIT OR RIGID GALVANIZED STEEL LIQUID -TIGHT FLEXIBLE CONDUIT IS TO BE USED FOR CONNECTIONS TO EQUIPMENT SUBJECT M MOVEMENT OR VIBRATION, MAXIMUM LENGTH TO BE 6'. UNDERGROUND INSTALLATIONS: USE RIGID STEEL CONDUIT, INTERMEDIATE METAL CONDUIT OR SCHED 40 PVC. OUTDOOR LOCATIONS ABOVE GRADE: USE RIGID STEEL CONDUIT OR INTERMEDIATE METAL CONDUIT. BOXES: METAL OUTLET, DEVICE AND JUNCTION BOXES SHALL COMPLY WITH NEMA OSI AND FBI. BOXES SHALL BE EITHER CAST TYPE OR NEMA 3R RATED. CAST BOXES SHALL BE TYPE FD, CAST FERALLOY. PROVIDE GASKETED COVER AND THREADED HUBS. WP COVERS ARE TO BE IN USE' TYPE. CONDUIT ROUTING IS SHOWN ON DRAWINGS IN APPROXIMATE LOCATIONS UNLESS DIMENSIONED. ROUTE AS REQUIRED TO COMPLETE WIRING SYSTEM. JOIN NONMETALLIC CONDUIT USING CEMENT AS RECOMMENDED BY MANUFACTURER. WIPE NONMETALLIC CONDUIT DRY AND CLEAN BEFORE JOINING, APPLY FULL EVEN COAT OF CEMENT TO ENTIRE AREA INSERTED IN FITTING. ALLOW JOINT TO CURE FOR 20 MINUTES, MINIMUM. INSTALL NO MORE THAN EQUIVALENT OF THREE 90 DEGREE BENDS BETWEEN BOXES. PROVIDE SUITABLE PULL STRING IN EACH EMPTY CONDUIT EXCEPT SLEEVES AND NIPPLES. USE SUITABLE CAPS TO PROTECT INSTALLED CONDUIT AGAINST ENTRANCE OF DIRT AND MOISTURE GROUND AND BOND CONDUIT AND BOXES UNDER PROVISIONS OF SECTION 16050. INSTALL ELECTRICAL RACEWAYS AND BOXES IN ACCORDANCE WITH MANUFACTURER'S WRITTEN INSTRUCTIONS, THE NEC AND NECA STANDARDS OF INSTALLATION. UPON COMPLETION OF INSTALLATION OF RACEWAYS AND BOXES, INSPECT INTERIORS CLEAR ALL BLOCKAGES AND REMOVE BURRS, DIRT AND CONSTRUCTION DEBRIS, FURNISH FIXTURES AS INDICATED IN SCHEDULE LUMINAIRE ATTACHMENT PROVISIONS COMPLY WITH LUMINAIRE MANUFACTURERS' MOUNTING REQUIREMENTS. ANCHOR BOLTS, LEVELING NUTS, BOLT CAPS AND WASHERS: HOT -DIP GALVANIZED AFTER FABRICATION, UNLESS STAINLESS-STEEL ITEMS ARE INDICATED. ANCHOR -BOLT TEMPLATE TO BE PLYWOOD OR STEEL CONCRETE POLE FOUNDATIONS: CAST IN PLACE, WITH ANCHOR BOLTS TO MATCH POLE -BASE FLANGE GROUNDING AND BONDING LUGS WELDED 1/2 INCH THREADED LUG, LISTED FOR ATTACHING GROUNDING AND BONDING CONDUCTORS OF TYPE AND SIZE USTED IN THAT SECTION, AND ACCESSIBLE THROUGH HANDHOLE. CONCRETE PER REQUIREMENTS OF DIVISION 3. INSTALL FIXTURES SECURELY, IN A NEAT AND WORKMANLIKE MANNER. PROVIDE CONCRETE BASES FOR LIGHTING POLES AT LOCATIONS INDICATED. INSTALL POLES PLUMB. PROVIDE SHIMS TO ADJUST PLUMB. GROUT AROUND EACH BASE. BOND LUMINAIRES, METAL ACCESSORIES, AND METAL POLES TO BRANCH CIRCUIT EQUIPMENT GROUNDING CONDUCTOR. PROVIDE SUPPLEMENTARY GROUNDING ELECTRODE AT EACH POLE. OPERATE EACH LUMINAIRE AFTER INSTALLATION AND CONNECTION. INSPECT FOR IMPROPER CONNECTIONS AND OPERATION. CLEAN ELECTRICAL PARTS TO REMOVE CONDUCTIVE AND DELETERIOUS MATERIALS. REMOVE DIRT AND DEBRIS FROM ENCLOSURE CLEAN PHOTOMETRIC CONTROL SURFACES AS RECOMMENDED BY MANUFACTURER. CLEAN FINISHES AND TOUCH UP DAMAGE. GENERAL NOTES LEGEND 1. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH WSBC 2006, NEC 2005 AND ALL LOCAL CODES. 2. COORDINATE INSTALLATION WITH ALL OTHER TRADES UNDERGROUND CONDUIT/WIRING 0'0 SINGLE -HEAD LED FIXTURE 11010 DOUBLE -HEADED LED FIXTURE LIGHTING FIXTURE SCHEDULE ABV ABOVE 3/6-16 UNC YNIYom CIRCUIT LAYh CND CONDUIT HEX HEAD BOLT COF YANK mom oesconm N OPONOM Ifo72 202W I IAI Y S1.1 r" 00,,, L® AREA LIGHT FDRUFE DE -CAST ALLA94LU HOUSING NDORPORAT6 FEAT srx INTO LIMIT. HIGH Blac+rtHEss MEDS. wmN 70 OR AT e000x sYMJEfA1C SOLARE LIGHT DISTRIBUTION PATTERN. POLY ESTER POWDER GE EVOLVE FAIMT s ZOilA 1A P GND i• MFR MANUFACTURER PANTED FINISH LL LISTED FOR WET LOCATIONS. MIN O.C. MINIMUM ON CENTER c p TYP TYPICAL c i LINO SAME AS TY FE S7.IECEFr TWO HEADS. FDRIIi TO BE MOUNTEDTO GE EVOLVE 10' 5 COF SKID LEGEND, S1.2 COVER RESISTANT SURFACE OMSTIWG SOLYIRE POLES. PROVIDE MOUNTING AOCESSOR6 AS RB]URED. EAMr 5 S5 N e0 A 1 A DKRZ P 1.1/4' CND (TYP) POLE 3000 PSI CONIC WITH SQUARE STRAIGHT STS FOLE 5' SOl1ArE. 7 GAUGE GE ASSS 25 DO 57 013 REINFORCING - (6)/6 W/j3 POLE COLOR TO MATCH FDCTIIE BASIS OF DESIGN STATEMENT: TIE DESIGN SHOWN B BASED ON THE AMN,FACTU UCS AND MODELS NOICATED AND IS Nf®® ONLY TO SNOW THE G84ERAL SIZE CONFIGURATION. LOCATION, CONNECTIONS AND -OR SLIP ORT FOR THE EDU14BNT OR SY STEMS SFEDRED WITH RBATION TO TFE OTHER MAMA' SY STBA. SEE SPECIRK'ATION FOR ADDITIONAL TECHNICAL REOU fAE10S. LEY: NOTES: P POLE 1. ALL FDMA;ES SHALL BERATED48OV. V8;1FY CROW VOLTAGEWITH OWER GENERAL NOTES LEGEND 1. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH WSBC 2006, NEC 2005 AND ALL LOCAL CODES. 2. COORDINATE INSTALLATION WITH ALL OTHER TRADES UNDERGROUND CONDUIT/WIRING 0'0 SINGLE -HEAD LED FIXTURE 11010 DOUBLE -HEADED LED FIXTURE MOUSEHOLES IN -GRADE PULL BOX DETAIL SCALE: NONE NOTE& 1. BOX TO BE QUAZITE j PG1324BB`I& COVER TO BE QUAZITE JPG1324HG00. 2. COVER LOGO TO READ 'LIGHTING'. 3. BOX TO BE INSTALLED ON A MINIMUM OF SIX INCHES OF PEA GRAVEL FOR DRAINAGE. EDGE OF CONCRETE FOOTING (2- DIA) O 0 ANCHOR BOLT HOLES PER MANUFACTURER dLPDA LAND PLANNING & DESIGN A S S O C I A T E S 310 East Main Sheet, Suite 200 Charlottesville, Virginia www.lpda.net 434.296.2108 Fax 434.296.2109 Project Title CATEC LIGHTING Albemarle County, Virginia 4-, ADRIENNE MARIHENDRICKSONNNil. 33370 No. Revision Dote ABBREVIATIONS ABV ABOVE 3/6-16 UNC CKT CIRCUIT STAINLESS STEEL CND CONDUIT HEX HEAD BOLT COF COEFFICIENT OF FRICTION W/WASHER (2) CONC CONCRETE ROUND 2 -PIECE BASE COVER GROUT SETTING BED DIA DIAMETER GFCI GROUND FAULT CIRCUIT INTERRUPTER 1 GND GROUND i• MFR MANUFACTURER t }/ 4 MIN O.C. MINIMUM ON CENTER c p TYP TYPICAL c i LINO UNLESS NOTED OTHERWISE 10' 5 COF SKID LEGEND, 7'-0" - COVER RESISTANT SURFACE SCHEDULES, MOUSEHOLES IN -GRADE PULL BOX DETAIL SCALE: NONE NOTE& 1. BOX TO BE QUAZITE j PG1324BB`I& COVER TO BE QUAZITE JPG1324HG00. 2. COVER LOGO TO READ 'LIGHTING'. 3. BOX TO BE INSTALLED ON A MINIMUM OF SIX INCHES OF PEA GRAVEL FOR DRAINAGE. EDGE OF CONCRETE FOOTING (2- DIA) O 0 ANCHOR BOLT HOLES PER MANUFACTURER dLPDA LAND PLANNING & DESIGN A S S O C I A T E S 310 East Main Sheet, Suite 200 Charlottesville, Virginia www.lpda.net 434.296.2108 Fax 434.296.2109 Project Title CATEC LIGHTING Albemarle County, Virginia 4-, ADRIENNE MARIHENDRICKSONNNil. 33370 No. Revision Dote 2 POLE BASE DETAIL - TYPES S1.1 AND S1.2 EO.O SCALE: NONE Project Number NOTES 1 l 090"1/09120 1. BASE DIMENSIONS TO BE VERIFIED BY STRUCTURAL ENGINEER FOR PROJECT SOIL CONDITIONS I` Dram by BIP Cheated by AMII HAND HOLE scale SHOWN Date 7-15-10 25' SQUARE STUB UP CND 6- ABV CONIC E S* N- INSTALL INSULATING BUSHING Issued for ANCHOR BOLTS TO 8E SUPPLIED BYCAST ROUND 2 -PIECE BASE COVERGROUTSETTINGBED CONSTRUCTIONMANUFACTURER. (4) PER MFR'S TEMPLATENON-SHRINK 3/4- CHAMFER ALL AROUND SET BASE HEIGHT 3',UNO FINISHED GRADEDiawl 9 Title 10' N LEGEND, 7'-0" - I SCHEDULES, 1.1/4' CND (TYP) DETAILS L., - I 3000 PSI CONIC WITH REINFORCING - (6)/6 W/j3 24' DIA TIES O 12' O.C. MIN. Drawing Nw bw 2 POLE BASE DETAIL - TYPES S1.1 AND S1.2 EO.O SCALE: NONE Project Number NOTES 1 l 090"1/09120 1. BASE DIMENSIONS TO BE VERIFIED BY STRUCTURAL ENGINEER FOR PROJECT SOIL CONDITIONS I` 0 NEW WORK NOTES 1. PROVIDE IN -GROUND PULL BOX FOR FUTURE ALPDACIRCUITEXTENSION. TAPE AND LABEL CONDUCTOR ENDS IN BOX. SEE BOX DETAIL ON EO.0. 1 \ 2 SEE EO.0 FOR POLE BASE DETAIL LAND PLANNING & DESIGN 3. INTERCEPT EXISTING LIGHTING CIRCUITRY AND A S S O C I A T E S PNL OD 04 PROVIDE IN -GROUND PULL BOX. RECONNECT TO EXISTING FIXTURE. 310 East Main Street, Suite 200 Charlottesville, Virginia www.lpda.net 4. EXISTING AND BREAKER IN PANEL DD v \ CURRENTLYY SERVING PARKING LOT LIGHTING TO BE 434.296.2108 Fax 434.298.2109 REUSED. EASING PARKING LOT LIGHTS ARE CONTROLLED THROUGH THE BLDG NOVAR SYSTEM. THIS CONTROL IS TO BE MAINTAINED FOR ALL NEW LIGHTS. 5. EXISTING CIRCUITRY TO REMAIN. 6. NEW LE) FIXTURE HEADS TO BE MOUNTED TO EXISTING POLES. PROVIDE NEW ARM AND MOUNTING ACCESSORIES AS REQUIRE). CONNECT TO EXISTINGO CIRCUITRY. S1.2 1 0. it DD -4 / 81.2 TYP V 1 Projed inne V A CATEC LIGHTING 2" / J I I i Albemarle County, Virginia 6 TYP 4 t y> ADRIENNE MARIE y, i HENDRICKSON A N NO. 33370 w Qr SS701VAL S1.2 \ \ 1'C — 3 O - No. Revision Date J. \ TYP jI i k Drown by BJP Checked by AMH 1 •C 3/10 Scale SHOWN Date 7-15-10 Imed for CONSTRUCTION J S SET e i SITE k x ; PLAN 1 C 3/10 yy 1 Drawing Number E1.0 1 SITE PLAN 1 1 I ProjectmNuber SCALE: 1"= 20'-0" vL' 0908-01/09120