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Home My WebLink AboutzT-2152SetA PORTION OF THE NW 1/4 OF SECTION 19, TOWNSHIP 23N, RANGE 5E STA_0+00 W. Grady 'rally Way S• Y� 36° I.E. =13.30 0 I.E. =13.30 r I I KEY f �X FLAT LENS COBRA HEAD 150 WATT HPS, 240 VOLT MEDIUM CUTOFF, TYPE II DISTRIBUTION ON 25' DAVIT +} I POLE WITH 8" ARM 0 ( EXISTING LUMINAIRE m CONCRETE HANDHOLE, WSDOT J -11a TYPE 1 1Q 1 -112 C. SCHEDULE 40, 2 #8 1 #10 GRND. 0 2" C. SCHEDULE 80, 2 #8, 1 #10 GRND. �1 2" C. SCHEDULE 80, 3 #1, 1 #6 GRND. STANDARD SPECIFICATIONS AND THESE PLANS. USE -XLP CONDUCTORS REQUIRED 16 7 16 8 16 7 16 7 16 7 16 7 1 ��e�� LUMINAIRE LABELING SCHEDULE RENTON CODE # STATION OFFSET MTG. HEIGHT ARM LENGTH LAMP WATTAGE CIRCUIT NUMBER FIXTURE GE # REMARKS a I 1+35 24'L 25' 8' 150 I M250A2 SENECA 0 +75 24'L 25' 8' 150 16 8 g17 M250A2 12TH ALL WORK SHALL BE CONSISTENT WITH UTILITY AGENCY REQUIREMENTS. 2 +65 24'L 25' 8' 150 M250A2 12TH oI f I GENERAL CONSTRUCTION NOTES +} I ALL WORK SHALL BE IN ACCORDANCE WITH THE CITY OF RENTON I TYPICAL 3 PLACES STANDARD SPECIFICATIONS AND THESE PLANS. 16 7 16 8 16 7 16 7 16 7 16 7 1 ��e�� 16 7 16 7 THE CONTRACTOR SHALL SUBMIT A REQUEST TO THE CITY OF RENTON I I FOR MATERIALS APPROVAL AT THE EARLIEST POSSIBLE DATE. a I TYPICAL 8 PLACES , --- THE LOCATIONS OF FEATURES SHOWN ARE APPROXIMATE AND SHALL BE I VER FIED I THE FIELD BY THE CONTRACTOR AS NECESSARY. I N 16 8 g17 ALL WORK SHALL BE CONSISTENT WITH UTILITY AGENCY REQUIREMENTS. Y THE CONTRACTOR SHALL CONTACT ALL PERTINENT UTILITY 10 .... -L�t -y AGENCIES 48 HOURS BEFORE COMMENCING WORK, AND SHALL I COORDINATE THE WORK WITH THE UTILITIES THROUGHOUT THE PROJECT. =� THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING - UTILITIES. THE CONTRACTOR SHALL NOTIFY THE AFFECTED UTILITY COMPANY AND THE CITY IMMEDIATELY UPON DAMAGE. THE CONTRACTOR SHALL NOTIFY THE CITY OF RENTON FIELD INSPECTION DIVISION (277 -5570) FOR INSPECTION PURPOSES, 24 HOURS I BEFORE COMMENCING WORK. NO WORK SHALL BE COVERED UNTIL IT Sc I 1 HAS BEEN EXAMINED BY THE INSPECTOR. CONDUIT UNDER ROADWAY SHALL BE P.V.C. SCHEDULE 80 AND ALL OTHER CONDUIT SHALL BE P.V.C. SCHEDULE 40. o I ALL CONDUIT COVER SHALL BE 24 INCHES. + I N • MAINTAIN CLEARANCES FROM FEATURES SUCH AS PROPERTY LINES. LOCATION OF DRIVEWAYS, FIRE HYDRANTS AND ANY OTHER FEATURES. MINIMUM CLEARANCE FROM DRIVEWAYS SHALL BE 10 FEET, MINIMUM PROPOSED STREET R/W LINE 10' CLEARANCE FROM CURB SHALL BE 30 INCHES. CONTINUITY AND MEGGER TESTS SHALL BE CONDUCTED AND ANY • a • - DEFECTS NOTED SHALL BE CORRECTED BEFORE FINAL ACCEPTANCE ONTA CTOR CABINET <. a - sa- - - . � � 0 � 3+O- OF THE ELECTRICAL SYSTEM FOR STREET LIGHTS. Q .. � PROVIDE AS -BUILT DRAWINGS AT COMPLETION OF PROJECT_ I I 168 168 167 D ' Y _ n° _ V rtical Datum: 5D O — ., City of Renton B.M. 11081 2 R.R.spike 0.8' up Nface of 0'�.._ _ "- �� — % "- 1 Power pole at S.W. corner of Seneca Ave. S.W. & S.W.12th St. 75' 12th (\\L EEV_ 1759 o O + W. NOTE DRAWING PREPARED PER TOPOGRAPHICAL SURVEY BY MOTE LAND DEVELOPMENT" "Job JOS020 Holmes Electric STA 3 +00.78 SENECA Soturn(Renton site) " = STA 0 +00 (SW 12th 15 z CITY OF RENTON LEGEND F • ;.Cvr`L DEPABTMENT of PUBLIC WOPM EX /STING PROPOSED EX /STING PROPOSED p p WARNER ENGINEERING �y o� �q T' �� O P��H'�f�- -7 S—Q� SA TURN AUTOMOB /LE DEA L ERSH /P STREET LIGHTING PLAIV STORM SEWER _gp— WATER METER o p SENECA AVE SW AND SW 12th ST. SANITARY SEWER MAIN — 5S - WATER MANN —_F- WATER VALVE 5122 G� fTl IC Dr. NW GffIC2. 206 - 858 -8577 y P � 0 MmED: GEW DAM 6/23/94 nL NAME CATCH BASIN ■ FIRE HYDRANT .6. SUMP B204 Fax 206- 858 -8579 5 AL DRAWN: ELR DRAFTING �d P' " =20' DE,D DDDK: PARE MANHOLE TELEPHONE RISER LIGHT POLE U771ITY POLE Gig GI Harbor, WA 98335 REVISION BY APPR. DAZE CHECKED: APPROVED: EEP SH : 16 OF : ZO FE---S 9/21 � ND. I I I I A I I I I I I I I i I i I Z I A I I !_ I ' ' I I 1 ! ' SIZE AS REQUIRED 0.188 WALL BRACKET r 2" ALUM. ALLOY 6063 -T6 4-i /2' �_Y N.P.S. O.D. SUPFITrER 11:r BNC LOCKBOLT GR. 18 -8 S.S. i 1 - - -�- RADIU FLUSH JOINT S ,� 4 -1 12- O.D. - �1 I TAPERED ALUM. POLE 0.188 WALL ALLOY 6063 -T6 SATIN GROUND FINISH SHAFT 151 HANDHOLE. 47x6' OPENING I W /COVER AND S.S. SCREWS 8" 0.q. BASE FLANGE ALLOY 356 -T6 WITH GROUND LUG BOLT COVERS 8c S.S. SCREWS ;--11-1/47 1 - SQ. ' 11' TO 12" DUL 4 11Z- OF BOLT ABOVE BOLT CIRCLE __a FINISHED GRADE 4 CONCRETE PAD (4) 1" BNC GALV. STEEL �4 ANCHOR BOLTS WITH 4" NUTS AND WASHERS STANDARD 25 FOOT DAVIT POLE 1/_1� N.T.S. \J6 U7 2" N.P.S. SUPFITTER BRACKET CABL 2 2" BY 3/4" REDUCING WASHER 3/4" ROMEX CONNECTOR WITH LOCKNUT SINGLE OR DOUBLE MAST ARM AS REQUIRED 3/4 FOR DOUBLE MAST ARM, INSTALL 2ND CABLE BETWEEN LUMINAIRES WHEN BOTH LUMINAIRES ARE ON SAME CIRCUIT MAST ARM WIRING DETAIL 2 N.T.S. 16 7 FUSE KITS QUICK DISCONNECT 10 AMP IN LINE FUSE I TO LUMINAIRE KITS - S.E C. OR EQUAL TYPICAL DESIGN "B" JUNCTION BOX SPLICE KITS GROUND LUG 1/4" MINIMUM CLEAR EPDXY SPLICE E DRAIN HOLE KITS ON ALL THRU �' MIN. GROUT WIRE RUNS UNDER POLE TOP OF CONCRET 4" CONCRETE BAS UNDATION TO PAD � LEVEL WITH 1(oP OppSIDEWALN #8 BARE COPPER 1 .-f, 1� 111 -II!HI �� II II GROUND WIRE CONCRETE PAD TYPICAL LIGHT BASE II II � —O "-- -3' -0" HEIGHT CURB 15 FEET GROUND II I I 2 " -2 �29-,r T�4 OF, G P 47T t 1 Tee. 2- (SIZED AS REQ'D) II II 11 II PVC CONDUIT LIGHTING SYSTEM WIRES TO CONTACTOR SYSTEM _______L- OR WHITE LEGEND CONCRETE ON BLACK BACKGROUND 5/8"x8' COPPER -CLAD FOUNDATION 3 GROUND ROD FRONT VIEW SIDE VIEW SQ. OR DIA. LIGHTING STANDARD & JUNCTION BOX c:o °�o xo ° o ° °oo ° ° o °�•o O T I > I.. I I i� " "° e- i' . >• b 4" DEEP cr I 3' O STREET LIGHT POLE JUNCTION BOX ° =. ° PLAN VIEW SIDE VIEW INDIVIDUAL JUNCTION BOX Ao 0 0� 0 NOTE CLASS 'B' CONCRETE a > 00 TO BE USED IN CONSTRUCTION OF PAD 1' PLAN VIEW CONCRETE PAD DETAILS (4 )1 N.T.S. lj6 T 7 INSTALL DECAL NUMBERS VERTICALLY. INSTALL IN DRY WEATHER 50' F OR ABOVE. NUMBERING EXAMPLES LETTER LETTER SUFFIXED PREFIXED CITY OWNED PUGET POWER OWNED CONCRETE PAD TYPICAL LIGHT BASE MOUNTING � —O "-- -3' -0" HEIGHT CURB 15 FEET T + 2 " -2 �29-,r T�4 OF, FRONT VIEW SIDE VIEW 47T t 1 Tee. DECAL: PLAN VIEW RELECTORIZED E Lid Length GOTHIC GOLD _______L- OR WHITE LEGEND F Lid Width ON BLACK BACKGROUND STREET LIGHT STANDARD DECAL NUMBERING SYSTEM 5 N.T.S. 1617 BRANCH BREAKERS zo /zao VOLT TEST LE SWITCH -� Ts Po TERMINAL BLOCK WIRING COLOR CODE A. WHITE JACKET (NEUTRAL) B. BLACK JACKET (LINE) C. GREEN JACKET (GROUND) D. RED JACKET (LOAD) E. GREEN OR BARE WIRE (GROUND) 2' TO 4' TAPERED ALUM. POLE OVERHANG , YiYP. CONC. PAD T' WALL ALLOY INISH 6 �\SATIN GROUND FINISH - - - - R/W LINE ` -- - - - - -- - ---------- SIDEWALK ag 3' -6' HANDHOLE 44x6" 1'-2" CURB CURB OF OPENING W/COVER 'H' - - & S.S. SCRRRREWS. 'SL' ' OF OLF GROUND LUG ROADWAY CENTER INSIDE POLE N CURB - _______ __ __ __ _ _ - SIDEWALK ¢ DEWALK of STREET LIGHT CONDUIT c� TRENCH DE PTH 24" 10' MIN. EET LIGHT CONDUIT CLEARANCE FROM DRIVEWAY PIANTER STRIP) TRENCH DEPTH 24" ALTERNATE STREET CROSS SECTION ALTERNATE PLAN VIEW TYPICAL STREET LIGHT FOUNDATION LOCATION / \ H 25' 30' 35' 40' 11!7 SL 18' -3 T 0.188 0.188 0.219 0.219 LOCATIONS (TYPICAL LOCATION)_ N.T.S. 1617 JUNCTION BOX DIMENSION TABLE M R ITEM 1 K BOX TYPE TYPE 1 AUIRNAIE A ALTERNATE B TYPICAL JUNCTION BOX "B JAI Box Outside len th 1 22" CONCRETE PAD TYPICAL LIGHT BASE AND JUNCTION BOX � —O "-- -3' -0" CONCRETE PAD 4T3' T 1,- VARIABLE 3' -O" 0 FRONT VIEW SIDE VIEW 47T t 1 Tee. 1 IS' TYPICAL JUNCTION BOX "C' ;(1' -� E Lid Length CONCRETE PAD _______L- 126 1/271 F Lid Width FRONT VIEW SIDE VIEW 4^ G Box Depth 12" FRONT VIEW SIDE VIEW 12" TYPICAL CONCRETE PAD DETAILS 10 5 16" 5 16" N.T.S. 1617 JUNCTION BOX DIMENSION TABLE M R ITEM 1 K BOX TYPE TYPE 1 AUIRNAIE A ALTERNATE B TYPE 2 JAI Box Outside len th 1 22" 1 22" 33" B Box Outside Width 1 17" 17" 22 1/2- C Box Inside Length 8' 1 19" 28" D I Box Inside Width 1 IS' j 14 1 17' E Lid Length 1 18' 18" 126 1/271 F Lid Width 13" 13" 17" G Box Depth 12" 12" 12" H Lid & Frame De th 5 16" 5 16" 5/16' J Wall Thickness Min. 1 1 2" 1 1 2" 1 1 2" K Wire Reinforcement W -3 W -2.5 W -2.5 L, Legend See Detail See Detail ISee Detail ITEM MATERIALS Box 600WPSI concrete See Notes Frame Diamond Plate Steel - A786 * Lid Support 1 6'Min. Thick Steel C, L or L - A36 Lid Diamond Plate Steel - A786 Anchors Steel Wire or Tee Plate Reinforcement ASTM A -82 Steel *GALVANIZED STEEL IRCUIT WIRES TO LIGHTING RUNS 4 TO GROUND PHOTO -CELL ROD MOUNTED ON NEAREST LUMINAIRE STREET LIGHTING CONTRACTOR CABINET WIRING SCHEMATIC TYPE III SERVICE 120/240 VOLT N.T.S. 1617 //// WARNER ENGINEERING 5122 Olympic Dr. NW Office 206 -858 -8577 Suite 8204 Fax 206 - 858 -8579 Gig Harbor, WA 98335 Form Letters with 1/8" Weld TD: Bead. Grind off Diamond ....�� Pattern before forming letters. 1 "Nom. 1 "Nom. ILLUMINATION SYSTEM LEGEND I -cam Ti- L�l L = K IE ELEVATION VIEW BELL ENDS 3" ON CONDUIT 6" MIN. MAX. 3" g' MAX. 2" { MAX_ MIN_ 6" GRAVEL PAD TYP. COMPACTED TYPICAL JUNCTION BOX INSTALLATION DETAILS RI TYPE 'I' BOX 0 TYPE 'u' Box PLAN SYMBOLS Lid L L1x1x3 /16, 1 "Long HOOK DETAIL (2 Hooks per Lid) NOTES: All dimensions are minimum. Exact configurations vary among different manufacturers. The noted lid thickeners overall minimums. The Diamond Pattern for Type 1 or Type 2 Boxes shall be 28% minimum of overall thickness. Lid support members shall be welded to the frame. 4000PSI concrete is allowed if box reinforcement consists of 6 X 6 - W3 X W3 welded wie fabric welded to the frame. Men noted in the contract. Type 2 and Type 3 Boxes shall be provided with 12" deep ension boxes. When noted in the contract. Type 2 Boxes shall be provided with a 10' X 27 1/2" 10 gage divider plate complete with fasteners. Non - concrete Boxes may be submitted for approval. Evaluation will include an H -20 Load Test. JUNCTION BOX DETAILS 11 7-Z15 N.T.S. 16 7 CITY OF RENTON DEPARTMENT OF PUBLIC WORKS P e,_,1k4T 7-5 -75° SATURN AUTOMOBILE DEALERSHIP LIGHTING DETAILS A&D NOTES DEIGNED: GEW DATE 5/31/94 FllE NAME DR "- ELR DRAFTING CHECKED: sc>LE:AS SHOWN FlEa) BOOK PAGE REVISION BY APPR. DATE APPROVED' SHEET: 17 OF 20 1I Nome 1I Nomi UTILITY LEGEND DETAIL (Mark r) T PLUG (GFI) SIGNALS LIGHTING 1 !! �Z STREET LIGHTING TS -LT CONTACTORS TELEMETRY TRAFFIC SIGNAL SYSTEM LEGEND IRCUIT WIRES TO LIGHTING RUNS 4 TO GROUND PHOTO -CELL ROD MOUNTED ON NEAREST LUMINAIRE STREET LIGHTING CONTRACTOR CABINET WIRING SCHEMATIC TYPE III SERVICE 120/240 VOLT N.T.S. 1617 //// WARNER ENGINEERING 5122 Olympic Dr. NW Office 206 -858 -8577 Suite 8204 Fax 206 - 858 -8579 Gig Harbor, WA 98335 Form Letters with 1/8" Weld TD: Bead. Grind off Diamond ....�� Pattern before forming letters. 1 "Nom. 1 "Nom. ILLUMINATION SYSTEM LEGEND I -cam Ti- L�l L = K IE ELEVATION VIEW BELL ENDS 3" ON CONDUIT 6" MIN. MAX. 3" g' MAX. 2" { MAX_ MIN_ 6" GRAVEL PAD TYP. COMPACTED TYPICAL JUNCTION BOX INSTALLATION DETAILS RI TYPE 'I' BOX 0 TYPE 'u' Box PLAN SYMBOLS Lid L L1x1x3 /16, 1 "Long HOOK DETAIL (2 Hooks per Lid) NOTES: All dimensions are minimum. Exact configurations vary among different manufacturers. The noted lid thickeners overall minimums. The Diamond Pattern for Type 1 or Type 2 Boxes shall be 28% minimum of overall thickness. Lid support members shall be welded to the frame. 4000PSI concrete is allowed if box reinforcement consists of 6 X 6 - W3 X W3 welded wie fabric welded to the frame. Men noted in the contract. Type 2 and Type 3 Boxes shall be provided with 12" deep ension boxes. When noted in the contract. Type 2 Boxes shall be provided with a 10' X 27 1/2" 10 gage divider plate complete with fasteners. Non - concrete Boxes may be submitted for approval. Evaluation will include an H -20 Load Test. JUNCTION BOX DETAILS 11 7-Z15 N.T.S. 16 7 CITY OF RENTON DEPARTMENT OF PUBLIC WORKS P e,_,1k4T 7-5 -75° SATURN AUTOMOBILE DEALERSHIP LIGHTING DETAILS A&D NOTES DEIGNED: GEW DATE 5/31/94 FllE NAME DR "- ELR DRAFTING CHECKED: sc>LE:AS SHOWN FlEa) BOOK PAGE REVISION BY APPR. DATE APPROVED' SHEET: 17 OF 20 A PORTION OF THE NW 1/4 OF SECTION 19, TOWNSHIP 23N2 RANGE 5E CE l NOTES Faemvnl..neo b p.oNe.e w r,o4 1agv.1 •1.1.1.1,. of rlgnt d n..a.d. it .IORdr, U— .er4 e.a b rl.laN rrom ern ENl p,. lagv.r moy b end o1 toxsimlcTla cxo -z m.rrbt. ac114n. y ,1.1d .a:p tpbl. ITYPE c. u1TG0I MJd b. u..d to mvk crwrwaky d..an al rigAl n ,..0.d. LHlenc. " Ir .ark s., to mtl el Iopp1 w2o 7. 11re1 b 4mpllw0 Ir rrcamy to b N.G. to rypreeNiq tr,lfc. 9qn .apur+c. N Ib 1a+r (or bib aelfw-ve, � ONE LANE ROAD AHEAD w2o - 1 w21- a ROAD ROAD CONSTRUCTION oR 1DAA �✓ + S AHEAD AHEAD � FaQ�IER�IESP UD�IE y TRAFFIC CONTROL PLAN LEGDA r9 r9 ADORrED a v v C� `nE12t.G OEVrGES - R aw . ia4 �tl �iavcn..+r.a ram U r��. YT}�+ CJ, 1: n. OF It1:N "I'()N r RAGGER v Oa cwo-lcm. sY' +rae.e se, Lxa p.r.q • '. ` . S1 .1n11artE1'Ivn1 L •` •9r.O? 1_,1 D,tenpr 24 1992 SP PAGE KOOI rwlal opp4clbn Pr l.ernc 1 11 a..i1.. en o I.e -a,. 61y..ey .x... e,. ra,. i. v ..e ne nopp4�v I. Pre.aca. w1E retapx .omn r: K -02 w. -210 MO -51R) w20 -1 GENERAL .01Es G30 -2 RIGHT LANE RDAD T4, -o— appcnq 111.11, 1bm1i1inq EONSTRUETION d—icea m a 1pprr •,ovld be nclrly equol END --EO in rnl to m..pne i 1, N. mp '- CONSTRUCTION AHEAD "AD 1poc ^9 61t.1an n,�,.l:�n�e.2"c1 - 1 l laparatl lraifc 1FOVld 1 lap.. 1. TI.N- t-c 16I1p.4.. .�tl of aer4 1t2W1 -ER LENGTH (L) N FEET 1.111d .—d Im 25 b 35 p„ 0 5 50 55 wOR A p o 0 I ` c 10 105 t50 205 270 450 500 550 otN 115 165 225 295 d95 550 Go « 125 1e0 2A5 320 540 600 MO Sign Spocinq - K 50/55 YPH 1000' - W on RMl�idM1 1.155 YPH 500' - rs;laia.`1 25/35 WH 250•= y�I� orrb� m0R ��ppLLvq-INS 1IQ�p'br� W ®LS IIV Ib 11 lJ 6'LS t9 ra TRAFFIC CONTROL PLAN cENO <Y ADOPTED v v CrwIHELrZrxG pEVrGES U On CITY ()i HI:NI "ON CD 'EWExirAL ARROW 5Gx low .v ®. S-d.ld P1.1.1 mrc Apr 24 1992 11.paK1 ,., - 0py1 el , . SP PAGE K006 11,1 ,.e.d Too y 61r. 1..1 1-1 �, ae1.d. All x: K 37 W99 BARRICADE AND TRAFFIC CONTROL FLAGGER I �EI I I I i FLAGGER rr Grady -- - - - Way . w .� t /// WARNER ENGINEERING 5122 Olympic dr. NW Office 200 -858 -- -8577 Suite B204 Fcx 206 -858 -8579 Girl Harbor, WA 98,335 BARRICADES AND TRAFFIC CONTROL PER 1 1919 RNT col ��b Q�3 I `t FLAGGER 0 50 100 SCALE: 1° = 50' -O" A "se rrr SIDE ✓LK aoscD a I � US,E 01rIES 6 $ID SrFzEET R IbXT pA 3.00 Qr K 1^J CTF Ir1hY. KID SIFOUI -Vf1L. ds StkFEf LFFT pJ it A y BC U6%MQl M, Allbtr SkAI•" aoscD ca am T. �*E x ConlsTWwno^ slarJS Sa- - W.T.c - iE 5.1 Aw rJ-IFY 911 N A R.e23EO'J TEr6p"E Mo12NIrJ65t D�RINb Coil irgl-yom ON Grrlr S"EyF.gjS. - (W.,OSPAVSnrwa sYIIF -s �WSaJ Nu1E .1_„1a. /// WARNER ENGINEERING 5122 Olympic dr. NW Office 200 -858 -- -8577 Suite B204 Fcx 206 -858 -8579 Girl Harbor, WA 98,335 BARRICADES AND TRAFFIC CONTROL PER 1 1919 RNT col ��b Q�3 I `t FLAGGER 0 50 100 SCALE: 1° = 50' -O" A "se rrr SIDE ✓LK aoscD a I � US,E 01rIES 6 $ID 4�/ SIDEYALK AREA aoscD Co,✓rea ero,e ro .�,ec voc` rF�tAPOR�reY S /oEW<+� OA/ � StrE Foe PEOESretA rs ou�,�6 o,�,vEwAy L'Q'�.ST+�UG %tdL✓ o.✓ 6,eAOS/ VV-4 v �_ sIDE V¢LK '0' Strr11 LasED EAD us� "oT .R SIDC GEO Tww21502 p v cvwvNEUnxc OExic[s cm 1TPC I BARRKN'E 3 PBOESTieiA.✓ 7.¢A�GrG t9 i9 Con/reoL •� T's. 3 „f i >m:J CITY OF RENTON DEPARTEbLAtiT OF PUBLIC WORKS SATURAI AUTOMODIE DEALER sH /P TR,4FF /C CONTROL PLAN DESICNEm GEN DATE: 3/28/1994 n1E HALE: DRAVm: ELR DRAFTING GNECKED: SCALE: 1” =501 I FlELD BWK: PAGE SHEET: 19 OF: 20