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HomeMy WebLinkAboutMaps graphics and elevationsk, mop, •� �':�+-'� .err Y �r L, f s vto 1.1 to w a.' iy [! tC 4J C v _° L, v N V cd Aa �cd v , Q 1 H v C 'd cad L+ C 40 v OZ 7 C Qi C Cr C v cd v 1. .o z C cam'* "0 W 00 v u C v O g 0 ❑❑ C v O O p .� w _. 41 a 0 rn � v � a y [ W 0 C ti Cd0 V 0 .�C — ` C y O 0 >~ �a 0 ~ w� 1. � v C � 41 `..i' 4+ _ yr •� C W O Q.r of 7 C > � i al m C1 a+ y IV X. Cdd C N 00 H a tn 0 El =73-0-11Z 7MY-M 9 a s EN a I f 71 M.L 9 ... (9 CD Z) 9t ! K � � § / ( _CEND ƒ^� ^« a((\ �� , ` § /) # _U,__ e W i §\§/ a � � })�� CO ƒ �u¥ 2)t«■ /Qi§§ dx�cE 'yp L -- `-----•-" -� jay---_____________-_-___-.-___---_.___.-_____________-_�__-_�-- .. i ILL I--____-_ _'-_ ry^________ FF— ----- I I j=�37-------------- �r j _ I I{ I I I I I 11 I I I I J I I III I I I I I J I I I j j I j I I I I I L I I I I I ! 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I ` AUDITQAI[ _ , _ ; r �, `r J 11 I jJv DETENTION R = (Rd- Ra) T = 5 MINS C AREA WEIGHTED C=0.55 C=0.55 2550SF 1403 C=0.92 8350SF 7682 C= ICAM C=0.83 Rd= CI 0.83 X 8.5 = 7.06 R =CI 0.55X8.5 =4.68 R = 7.06-4.68=2.38 V =RXAXT X60 =2.38 X 0.25 X SMINS X 60 = 179 CIF OR 0.004 ACFT 0.6 FEET DEEP = 179l.5 = 358 SF OR'120' X 3' X .5 Q = CIA Qd=0.83(8.5)(0.25) = 1.76 CFS Q=0.55(8.5)(0.25) = 1.17 CFS Qo= 0.59 CFS 4' TRAPEZOIDAL WEIR TO RELEASE EXCESS FLOW Q = KLHd•5 Q = 3.3(4)(0.2)t.e Q = 1.18 CFS No. L h O ? N Fe Z, Z Z O W ZQ O Q Q Y 0 oa Q O C9 CO)OJ z W J I~— J U) � Boma y Z N v> • • ? %N L d m � V a a U - Scole: Shoat No. I of --- -w=--=--------------=-------=-_---_--_- --------------; - __ / / I I I I ff / LL-- 1I I I s 1 I I I I I I I I I I I I I I I I ! I I I I I I I I l L�"I I 1 1 I I I I 1 f r -irmd I I I 1 1 i i n�------_----- --- r-rm«rld - - - - - f �I I I rti t IIIIIII IIII { ; � � r' ¢ ( • � '�'�-� I IIIIIII F � � IIIIIII (------------11 I I ! jl y 4-J �11 �If y •_ � I I r� � I I I I I I '-'__� R 11 r=^i LL�71ER�L7-�mmirtnmI I I I I I C__ y_a S -LIHDlDNL I. _ulwuuudD! I I r I 1 I 1 1 I I 1 I I I I s I I ! I I I I I I I I 1 i J I I I I I l I 1 r Rf]IOYE AND wsPoeE I I 11! 1 I i �aSnNc FEetCE r____ � i I L r I I F IWS4--_----- I I I I I �I -T�-3F---_--.- � � I i6srr+77, ---_------_-.____._� � } I I I t� I I I(il coxsrRucrcaNCREr>: �.}-~.T�_ F ��'I I I 1 I I HANDICAP RAtlP DITORIUMRIZ ' t I F di l l I ��•� �..-.�1 - • - I I� ., I i ! I! I \ c RErAINrxcWAu I I I r NP .--___—________ .... __--.__--_—_—__—__—_—_—.—____________... REMOVE AND DISPOSE EXISTING RETAINING WALL Alt 1AN—AS y 4 LEE 3 jl Df �Ul' iv S ?4 CARTER & r+x BURGESS Y ¢ LLL No 97 � ? ggAPIIFL SCALE 1 -20' 20 0 40 ASPHALT PAVING PERMEABLE GRAVEL 1 PAVING SYSTEM CONCRETE PAVING z i� a a �zl Z a Ow. J O Li a_ 0 ° oa y LL ouj Qo U W Z J w O U) w r N N �A I'I dWU— C) U PEE 0EE Scdc GRADE CONTROL r o � �s,Nas in & GUTTER 6"-CLASS 7 BASE AT 100% MODIFIED PROCTOR TYPE A CURB ll o 'v, 92 I TYPE B CURB EXN. EXP. JOIN —JOINT CONTROL PER SIWEWRLN�WITSIH (MAX $ —0 NOTE: ACCESS DRNE JOINT SPACING = 10'-0" W/ 40—FT EXPANSION JOINT SPACING. SIDEWALK DETAIL PREMOLDED EXPANSION JOINT FILLER (AASHTO M213). FILL WITH SEALANT 2" ASPHALT CONCRETE HOT MIX SURFACE COURSE (AHTD TYPE 2) TYPE A CURB 6" CRUSHED STONE BASE (AHTD CLASS 7) - 23' ASPHALT PAVEMENT �-'PROFTLE GRADE /f (TYP,) 3.07 1 -? 'r � r CIS 1 '�_ y'_�_ __�'� r" •. _ _ " '�' _ .: _��. �1j"' I•• ���:L;I_.II..=�r'::ili=1:::i!-=1._I;i �(�;..-II'=_.3� �11: .li:_:. �_._ ,i',__'�! 7 ,.gym. AT 95 M SUBGIFIED ADE PRO A7 95% MODIFIED PROCTOR DENSITY. TYPICAL STREET SECTION ASPHALT PAVING RAMP MUST CROSS STREET PERPENDICULAR TO CENTER UNLESS OTHERWISE APPRDV BY PUBLIC WORKS DEPT. 6" PERMEABLE GRAVEL PAVING SYSTEM � I n �.1 - •� I �' CURB - lr- .. li- L jlh l ! L E-lili • ll.. li--jl= l 1' IIII t 11, $ lfT � [ i[- i PERMEABLE GRAVEL PAVING CURB THIS LOCATION USi BE POURED WRH GUTTER AS IAONLOTHIC UNIT. - f I' SIDE FLARE OR 4" 1 WIDE CURB ADJACENT TO RAMP TO PROTECT LANDSCCAPE 4'X4' MIN LANDING AREA WITH MAXIMUM SLOPE 1:50 EACH DIRECTION. 12:1 MAXIMUM RAMP SLOPE GROOVES AT 3" CENTERS (Y" DEPTH) HANDICAP RAMP Ra. 13?'77 U) 0z Z W P a as Y LU GIL a O F 19 a Uj �q O W J ,w W r � N _ d any l7 u�• � Swim Sheet IN 3 of 3 4c4WOD ' WOODFENCE OOD POST CZAR—� C71AR � IL Ol'HULLARD 4 4 r 6%xVWx T-8'H TRASK Ij CONTAINER 4 � 4 WOM POST 6" STEEL BOLLARD 3P.AIRSTL GATFRINGES WELDED TO BOLLARD �IKO • W — wvGE CP3ypR �� '1'F.AItHi PA[74 � DOOR xrr'.DIKI1r aUMS7•FR ENCF.C]SiJRE {FD] DOM DETAIL 6" DIA. PIPE —•-sa^xTs"PR.GATE DOORS W12X2X3I16" GAIN. ANGLE DUMPSTER SITE LIGHTING BOLLARD IR4\g ANU CROSS BRACING W2X4 PT WD PURRING BOLTED ENCLOSURE SIDE ELEVATION-TYP. I C S DUMPSTER TO FRAME.&IX6CED,AREX'rMOR FACE -PAINTED EIOLD 3"OFF ENCLOSURE ELEVATION CONC-SLAB. 1!r R0" J NEW PRIVET HEDGE / MG !!V:Lt• DUMPSTER B l+a^=p# CREPE MYRTLE FLOOR PLAN C.%M BOLT SLOPE SURFACETODRAIN —• EXISTING WHITE ASH TREE Qe .50%MIN. TO BE REMOVED (DYING) 4000 PSI CONCRETE -d #4O 12"0.C.E,W. , .}. ./ 7 EXISTING TREES 1 r WH TO REMAIN 1: Y L za' �! r x �w`i is ; r?:r : '' S �j ` AR EXi iiNC PRIVET HEDGE'C, 6' AHTD CLASS 7 A.G:G- BASE JZO ~- 20 WHIMOANL LEGEND AND BORDER -BLUE • COMPACTED TO MINI MUM 95%. %I. [} J {f GASH HITE ¢, MODIFIED PROCTOR DENSITY = I i �l 2"TALL TEXT (2) 85 CONT. Cn' PERIMETER 24 GA, STEEL SIGN FOOTING .. 1 B (� 9'•0" 1VIGe EaCh WHITESYMBOLIDARK BLUE BACKGROUND ON WHITE DUMSTER PAD SECTION BACKGROUND E 1+2•:1'-a" 114" BOLT -TOP & BOTTOM 1 It permeable gravel + $ t ver s stem L EXISTING TREES J 3 6 SPACES 'HIS SIGN TYPICALAT ALL VAN ACCESSIBLE" %RKING SPACES- 'ENALTY SIGN WITH WORDING AS REQUIRED 3Y STATE OR LOCAL LAW IONCRETE ROUNDED OP 3UARD POST, 4" DIA, IO STEELFILLED WITH .ONCRETE, PAINT OSHA SAFETY YELLOW )LOSS" CONCRETEENCASE HANDICAP SIGNAGE I EXSTING PRVET HEDGE AS APPROPR ATTEE GRASS ,Op uccc, c ,cwrvv"„ CREPE MYRTLE 3UARD POST, 4" DIA. IO STEEL FILLED WITH ..ONCRETE, PAINT 'OSHA SAFETY YELLOW 3LOSS' CONCRETEENCASE PIPE BOLLARD DETAIL 1r1". f I. OUT-TO.OUT DIMENSIONS TO BE CONCRETE- PAD At AS1DE ENC[ASURE MAINTAINED INSIDE ENCLOSURE STRUCTURE. EXTEND PAD DIMENSIONS AS NECESSARY FOR ENCLOSURE. r - - -- - - --- ------ 1 2 LOCATION OF PADTO BE APPROVED BY CITY PRIORTO I CONSTRUCTION. p a 1 1 3, SEE ARCHITECTS PLANS FOR ENCLOSURE DETAIL AND DIMENSHINING. z I I Li.1 I 1 I i L_ _ _____ __ _ _ __ __-1 9 DUMPSTER PAD (PLAN VIEW) va^ = r-a^ pa y TO REMAIN L sd 1 I A A6PHfPARKING18 @ 9'.0"iYfd6 eac LANDSCAPE PIA.Y •6c111.0 1•Qic�.a" ..... ...-� e xi w 0 10 HANDICAP -PARKING ----j Uhl PLANT SIZES: BARE ROOT NURSERY GROWN TREES- DIA- 1 10'-2. HEIGHT RANGE 10'-12', 12'-14' BARE ROOF NURSERY GROWN SHRUBS- HEIGHT RANGE 1 I IZ (10-) BALLED AND BURLAPPED TREES AND SHURBS- TREES DIA,1 117-2" SHRUBS 18"MIN HEIGHT, DECORATIVE ENTRANCE LIGHTS TO MATCH ORIGINAL LIGHTS cow__ APRON ASPHALT DRIVE I WITH SIGNAGE 1 CREPE MYTLE r� NEW HAND ICAP'ENTRANCE--- & SIDEWALK I REMOVE EXISTING "WEED" TREE I - ;� m ® m ITT L m O r-p m M EASTSIDE m m AUDITORIUM m ® m ® m rrI O m m IT19le. ID1- WATER OAK GRASS - NEW DUMPSTER & WOOD DUMPSTER ENCLOSURE CREPE MYTLE ap1S ARCy Y'- r U REGISTERED ACCRSTECTS N NO C265 b ggi'ANSP`� REVISIONS .1-6 .DC a: am�?e 2vfti U — � Z W W � � s I F x a�astfn�n n ApCfSiT � � by & PARKINGJNG PLAN 1 LAhTAS-21-06 L1.1 NEW CONCRETE SLAB WOOD FENCE MECHANICAL ENCLOSURE 2/A3.2 IlA3- El 1 tt ap.rr&Fk El® 1 © P © El© D B.3 39 831 R21 l BPDRR1v 2 �1I1 11P1H1 I�frrl I , •1•11 I i F 0.1'ANf}1lOWl API MEw NEW CONCRETE — I _ B SLAB ..--• I r u _ ,�.—��� i 1 t t - ELEVATOR «wn•. El A a` v u•,VCFI 'ti3 tuniko].il WOOD FENCE MECHANICAL f - ,BATHROOMf � � INI•� Ir 1 J - ENCLOSURE IlA3.1 ISVPipY Pflr101 •:1 CLTl1_ 1 TIGCtlti� � �• t -� - __ _ L------- Tom_-- Fl 14"rCF¢N I;111 "1 (fGl �BPDROOM: nrxvT-... • 2n� r� r-'f.int-, V ,IATFfRilVAF LIVING ROOM - • • EF.DF! I �� xirNe •L 71R[1oSl IVING ROOM .,.� _ • ®I—"--- © Qll3'DR RITcHGN. R'All _ rI.wz-, I El AI uerasr� r � IMNr Pmt 1 silly 0 � fiECtlYfi IL" P A11 I.1 l.C• i'•0' MECHANICAL NEW CONCRETE GENERAL NOTES: SLAB ODNDENSING UNITS 2'.A 7• Nk'P (S,AtI AND MAKEUP AIR UNIT WOOD FENCE .rAL%T WILL HAVE HOUSEKEEPING PADS WITIl BEVELED EDGES MECHANICAL a" Rm �`� FOR EACH UNIT& ENCLOSURE POST -T-PAINT ' 6TO 9•WIATL j-PAINT -SEE SEE MECHANICAL l � � tilml IM TYPI CAL WOOD FENCE CONC=-FOO11NCOVER MECHANICAL ENCLOSURE DEFAIL GRAVi cnDEllLwrnlA A cRnvEL BASE. 114^a P-0• y REGISTERED �V) 4a AnCHRECTS 5Y NO. C265 4yYANs GENERAL N(YR•FS 1) SEE SHEETS A23 & A23FOR ENLARGED IST FLOORPLA_NS, 2) SEE PARTQION SCA®ULE OYFNL4RGFD PLANS FOR D1iI'AILS ANDTYPH 3) SI5FTNISH SCHEE)ULE SHEETS A56 - AS R FOR FINISHES DEMOLITION & RESTORATION NOTES: ❑I NEW EXTERIOR ENTRANCE LIGHT TO MATCH ORIGINAL IN PHOTO. ❑2 INSTALL A LIVER OFCEMENTOUS MATERIAL OVER LAYER OP NIASONRY. SMOOTH SURFACE. ARCHIT =/OWNER TO SELECT FINISHCOL6R. FABRICATED MW NIETAL DOWNSPOUT to SCUPPER. COLOR TO HE SELECTED BY OWNERIARCHITECT. AAATC]H EXISTING SCUPPER(LOCATED IN RASE.MENT OF BUILDING). PINEW LIGHTWELL GRATE; SEE ALO FOR DETAILS AND SIZE. 5 PATCH EXISTING MASONRY WALL AS APPROPRIATE WHERE FIRE ESCAPE WAS LOCATED. O I NI.� • WINDOWS WILL COMPLY WITH NATIONAL PARK SERVICE STANDARDS FOR REHABILITATION SEE ALO FOR DETAILS 8C SIZE. -WINDOWS WILL COMPLY WPTH NATIONAL PARK SERVICE STANDARDS FOR REHABILITATION EXTERIOR ELEVATIONS 1-2&-0G A3.1 DEMOLITION & RESTORATION NOTES: 171 NEW EXTERIOR ENTRANCE LIGHT TO MATCH ORIGINAL IN PHOTO INSTALL A LAYER OFCEMENTOUS hIA'TER1AL OVER LAYER OFMASONRY SMOOTH SURFACE. ARCHIUCTIOWNPRTOSELECT FINISH COLOR. FABRICATED NEW METAL DOWNSFOLIT & SCUPPER- COLOR TO BE SELECTED BY O"rEWARCHTTEUr. MATCH EXLST[NG SCUFF&R(LOCATED IN BASEMENT OF BUILDING). ❑4 NEW LIGHTWELL GRATE; SEE A1.0 FOR DETAILS AND SIZE. EPATCH EXISTING MASONRY WALL AS APPROPRIATE WHERE FIRE ESCAPE WAS LOCATED, SEE ALO FOR DETAILS & SIZE. SODTI� sr.ry -WINDOWS WILL COMPLY WITH NATIO NAL PAR SERVICE STANDARDS FOR REHABILITATION _F ` ELEVATH • W LNDOWS WILL COMPLY WITH NATIONAL PARK SERV ICE STANDARDS FOR REHABILITATION NEW LIGHTWELL GRATE SEE A 1.0 FOR DETAILS & SIZE Z flED C'N U �HS EOTS 71 R a kX ! � Np C265 AgP'.rLs��S EXTERIOR ELEVATIONS 1-264fi A3.2 1 2 1 a 1 4 1 5 T e I i I I 1 9 1 10 1 11 1 12 i 13 1 14 1 15 1 C I "vRT BEDROOM 2 91.i1 LIVIBG ROOM ` ' ,cr, , ELEVATOR •, . �j , CU_t-4 6=:)1taG 3 1 A d$ 1 3 t Cumime-B V CU=24 • t -; r]FI 9;3L LIVIIG 3CC;9 1 sax BALCONY cu_t-7 z0W2 aDon 1 a 'oEEROC'.! i 3 CU-1-9 CU-2-10 O'N'-' L. cog, 3 I T n.•J.' I R11 -� Li )04 :i&5i•i L1J � i4 :2 cu=i-3 5 cu1-2 � 1 1 20x12 xOx1 » • v �' I cwza M> ' C��- ¢ LIV:!iG t CU1-B CU-1-10 V 3 CUCU=2-9-9 250 10 t 5 � a LT_VIKG 5CCM11 cE 2 �Izn L; 1 5�1'T -• --• E 3 F3 I � + ce --lam �� ADA KOTIr - NOTE: SEE ELECTRICAL FOR ALL DOORS IN THE PATH OF THERMOSTAT MOUNTING PROVIDE 4' THICK CONCRETE I ROSDWEPINOAAO- RETURN AIR ARE TO BE HEIGHTS UNDERCUT A MINIMUM OF 2', TYPICAL NOTE- CODR9Y MTE ALL GRILLE LOCAT109S WITH ARCHITECTURAL REFLECTED CPJLINGPL+CN AND LIGHTING PLAN. NORTH HVAC FLOOR PLAN - SECOND FLOOR saw: +te' • t'ff 1 Building Design Services 144 Professlonal Dr. Suite #1 Cabot, AR 72023 Ph.501-B43-1553 Fx. 501-843-1566 w bdsenergy.ccm hdslnc@hdsenergy-com Barry Ferguson John W. Reed P. E Christopher Duells P.E. RR � F r R&C PR QNAi, ER L # V� H R�T.; BUILOING t IDATE 03/05/06 :SCALE 1/B"-i,-0' (PROJECT NUMBER A06-030 A 'SHEET REV M 1.2 2 OF 6 . I y 1 4 1 $ 1 6 1 T I a 1 9 1 10 1 11 1 12 1 13 1 14 1 1s ELECTRICAL LEGEND �\ CONDUIT RW CON6ALFD IN WA WU1G, OR 1".DR AC NR CONDITIONING UNIT ---_ CONDUIT RUN. INSTALLED EKPOSIDI Am ADONE RADII CgDWT RUN, CONCEALED IN FLOOR W UNDERGROUND AHU AIR HANDUIG UNIT �\ HOMEiUN TO PANEL INDICATED BRKR BREAIDR I—IUNE IV�IAO/_ DIYLGL 120T, 11A. 1! aR m RDTIIM UNIT C,DIAL, RECEPTACLE, DUPLEX 120V, 15A UNO. -N FA 6 EXHAUST FAN E, REQPTACLI: WADRAPUFT, 120V, NSA IMO, O 1C AFF TO BOTiON FOP Tilr. kJINN ANM1IICMipR P!.'d I—EPTACLF QTADRMLEX 120V. IY UN0. SMH FACP TYL ALAW COAlllt PANM RK1Pmaz[ DLwux 120k 4LI. m-% 4¢IIID MDUNELD GF1 WOUND FAULT DITEtRUPTER RECEPTA—. -N —.. AMPS AS NOTED, O 1B' A" TO BOTTOM YID MDUNTED RECEPTACLE, DIWUX 1W. 15A LMO, ■ 1Ir AFF. PARED SYH SPEEAL u�LA�RiLN10 M10T2R W w g 91CH THAT WT NtfPTACIE IS SPAR}" (!✓T f�NG�C4V1i11GOC/n 1 IO —ONE/DATA OUTLET. — BOX W/ M. TO ABDW CL'G - O 18' AFF TO BORW mo L%Las 110T(D 01N[R�R NW TEIEPNWE/DATA OUTLET, 4,,4 BOX W/ 1'C. TO ABDW WG - O 54' AFF TO BoT VN WATER HEATER ID- TFIEPNONE/OATA OUTLET. 4r4 BOX W/ 1'C. TO ABOVE CL'G - SMH NP WEATIERPR00F Q AWDIIII BD; ] M RD012140 aj PUSHB1TTON FON DOORBELL - O 45- AFF (RWW-M ONLY) DDI DOORBELL AT BO' AFF WITH 1/2' CONDUIT TO PUSHBUTTON (RDU N IN ONLY) S SWITN, SINGLE POLE, 12�0mm/2T� ,, 2ak 45' AFF TO BOTTOM S0 SNITCH, TWD POLE. 120/a . 2DA. 45' AFF TO BDTIOM ST —1. TIRES WAY, 120/2F ,, 2DA, 45' AFF TO BOTTOM SA SM1CH, FOUR WAY, 120/277k 20A, 45' AFF 10 BO— SD SNTTCN, DWUING, 12K 2DODVA 45' AFF TO BDTTW ® (2) SDIGLE POLE, 15M SRT M FDR WUNO FAN AND UGHT µyNl/NO, PDIL•1/!<MUTW an IN AMPS rt�J L.J DIMON— —1. FUSED. DESCPoBED BY: VOLTAGE RATING/ND. OF POLES/FUSE SOV IN ANPS SM SWTW, ILPTOR STARTNG, MANUAL SM AS R UIT ® MOTOR STARTEEL MAGNETO EIZE AS REQUIRED © MOTOR, SEE PANEL SCHEDULE FOR SIZE AND SERVXS O V _ 11 O UQ TIN. FIXTURES SFE Fl%NRE SHEDULE 11WFf016 FQ'DRD3. M YATIPRI' BEAL P. ® SFE Fl%TUGS SCHEWLE O Fo- r. DUCT NWNT SMOKE DETECTOR F❑ FlAE AWTL1 MANUAL PULL STATW - 1e ATF TO BOlT01A, UNO ❑H }E .MAIN Ilplll IIIM FWfBDIR��EiyL fCL i� yEW BOfip4 d DENtE Ar yAnuM FmuEr er n- Ax bm IFa Wm c �F1°a: n°c`w'a nl m�aaG nq Mar AND DAT11Tr%o,Icx } I] WKIE STAL'DY GERDIC ~1W 1AID\E klgW. 4mu ""M BACK -Ur 0 FIRE ALARM WUNG UTU SPOKE DETECTOR 0 FIRE ALARM [HUNG MM NEAT DETECTOR ®OS "INKLER SYSTEM FLOW AND TAMPER E—ES © CAN OUTLET - O 1B' AFF TO BOTTOM LIGHTING FIXTURE SCHEDULE 1YPC k DpL;IRIW q.TILI MATAT,�iWER FTALNtf9RlTT, rt. LOMT46 1.Ca4LRGIAL. W . UI�S. LIT1OKrA TIC 4 32 Cm161S DANO A a STlM NEC.. Ei, l>OTIIC Br4LAlE, SfYC. D11MC, VA�1 IRrIG Im IKIVIT N/ ilEAloi n 2BIVLYNT4nv[ KIT IWN 3 1 D NRAL�ETICHED NNr ITE OPAL 120 1�FLY WfV401*U IY i/ 4)G2I*w WALL WLHTED. ABOVE I%A DaL LIGHTING L NK�—)t 4) 1� WATT LA1&5. CNR0I.IE li 12D 41G1i Nl'bl -�I(1[Ir S1dr, SLD. LMIWWL MIME, !-^)LITHONIA f i Ea rIpDWLE PACs AS Milli CB Oi rNIT[jNearMi TIC LOU 5 M G EL N 12D HaT6. l9D•GL[IW�WTTWY 17�] (FIw 191n{frLI ' K IA EM Nf SEALED LOCAL-G�LLCIW fM'FrEAT' m �IfY1! SIOL/ESQOLNG/ LLENT. LW. I`IL 11141NIA IMIVCNSAL 1KWfT i'2] L WATT LIM rATx u slaBe. L19A S Nl C Tzo ppAA// E/S IrAos.sllazrlDaiec PiD LR"I"TERS. Mllx IILASTIC 'INCPDDESCENT. WALL SCONCE. F DUN —AL. ETCHED WHITE OPAL FOIIECAST 12D :BSi-li —(IYcomo✓ , 1ILIIID WD., OR1M, I —I FOKEGST 6 (I 2'8 wATT A LAAP, MITE Q— 12D F004 l ol�, 2wtr[ TRIM —( ,~(FOREM INCAWESCENT. SEYI-FLM. PENDANT. H SATIN NICKEL, W.TTE OPAL GL/55 120 FB03"S 75 NA1 F —I I—I IL wewl:Mw+� I e LIDIA 120 LEI x aDss�Lf LPTDs NI SNm.a — ACAtlDEAENT; P{pC{LAtA KMESt. I—Ic.lc. ► SY4D-T J IA1IRDLOC1, OL Tg1r L.Yr 120 ■EYANT —I PLLaAIE54NT, A R. ST�IT. (2] 4 R I—ILMMIlA K r! L , AN z IITO.. ELECTRONIC BALLAST, EPEC. GRADE 120 C I 22 on 1ACY4 __IL1I P T=pNIACllf 015 DlNlb 120 yEC, dIALE, NEq /rtPRYIF*DWS N[TlM x/ pN�L•S N}ATIH —I i—I SI TE LIGHT. POLE MOUMED, ONE 400 M WATT LCTAL HALIDE FIXTURE, 00 FT. LITNONIA 120 w MIES SQUARE STEEL POLE, DARK BNOWZE .POLE AND FIXTURE - ALL FIXTURES TD BE SUPPLIED WTM LAMPS FIXTURES SHALL EE C PATELE WIT MUNG TYPE iDFET M ARCHITECNRAL DRAWINGS FOR CEIUNC FIRE RATNG NAKE NECE45MY PWMMONS F CONTACT WTr INSULATON D