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HomeMy WebLinkAboutzT-2274SetSW 1/4, SEC. 30, TWP. 23N, R. 5E W.M. PROPOSED EASEMENT FOR WETLAND PROTECTION A.F NO. 9206302702 (EXHIBIT "E ") I I I > EX. 15' RENTON UTILITY EASEM TI EXISTING EII29DffNZ ffiII2IM PLAN 'OoF NVELIIll999POO tFJ IvNIOOETiEiiBY ¢ g CONCRETE PAD Bop No. es I� a o Hill U I�h�IIffi%�IIIn(C� ®I (Ina 1B .&ffiIM ° o EXISTING BERM {- I I INGRESS. EGRESS, DRAINAGE. 0 EXISTING WETLAND AREA EX, 11' I I I AND TEMPORARY GRADING EASEMENT 58$'09'51 "E - 875.52' IIII -� �j E %ISTING BERM �__ ___ ___ _ _____ V_ I I 15' LANDSCAPE & UTILITY EASEMENT ALONG E VALLEY HIGHWAY PER PLAT • � Cam' Q EX. WHITE STRIPE e N 50' — — -�_ — — — ER- YELt-OWSTRIPE 7t I RELOCATE EX. STOP SIGN I I I f I� 25' WETLAND BUFFER 528'33'51 "W - 218.70' WATER QUALITY POND NO. 3 S89'0525 "E- 394.27' EX, O SD88.QNASMENTES U U HIM N01'50'12 "E- 20.00' I i 1-21' BUILDING SETBACK - - - -- ! PER REC. NO. 8105040070 70. S01'50'12 "W- 96.77 _ — — — - -EX. 20' UTILITY EASEMENT N87,7'07 "W- 166.67' N88'37'07 "W- 166.67' EX. ONE STORY CONCRETE BUILDING UTILITY EASEMENT PER �EX iT DTT EASEMENT �— EX. 20' RAILROAD RIGHT -OF -WAY ���' ORIGINAL PLAT I MATCH LINE A —A, SEE S ET 17 NOTE: ALL PAVEMENT MARKINGS AND SIGNAGE LEGEND it6COMTv��tbEQ aPot o.�� SHALL CONFORM TO THE LATEST EDITION 4,_a• 1 6" WIDE, YELLOW LANE MARKINGS - BROKEN, 5 12" WIDE STOP LINE PER CITY OF RENTON Ai P4 °Va ire e oc OF THE "MANUAL ON UNIFORM TRAFFIC O % CONTROL DEVICES" AND THE LATEST SOLID OR DOUBLE AS NOTED STD. PLAN No. Hoos By GRAPHIC SCALE EDITION OF THE CITY OF RENTON STANDARD O2 6" WIDE, WHITE LANE MARKINGS - BROKEN © THERMOPLASTIC CROSSWALK PER BY _ad_ ' /g A �F�,sTtREV 2F� ao o za ao 80 ,so PLANS- SECTION H OR SOLID AS NOTED CITY OF RENTON STD. PLAN No. H012 H.Yfa�u '-`'y r I 7G YALE O 36 "X36" STOP SIGN (CITY OF RENTON STANDARD) O7 LANE LINE CHANNIELIZATION MARKERS PER EXPIRES a:2],gg CITY OF RENTON STD. PLAN NO. H002 ( IN FEET) ® "RIGHT TURN ONLY" SIGN PER MUTCD R3 -7 1 inch =40 ft~ t. DIRECTION ARROWS -WHITE THERMOPLASTIC PER CITY OF RENTON STD. PLAN NO. H008 2 REVISED PER CITY REVIEW BOM BOM + - I � 4 I —I N -I o IF w o o I I a 3 Z I I F o Z O I ° I U ° F z I = sL I t �I o = U I' I r � I o I I W zwz 7 J ; _ > •O I I � I O �• I I .III I I- W •� I is I dg i f 1 i I �f I i I 1 I Y I I I I I 1 1 I 1 IZ 1 I I 1 1 j1 19 18 17 16 15 14 13 12 11 10 9 8 7 6 FAB 6 7 8 9 10 11 12 13 14 15 16 17 18 19 - 052 , � - , LOIR 7 P ®I3 $NIDUNS onlrIm PLAN BURLUTn alrom w0II8,`1CIH(u T E-- / Bolp NO. (Dn4 - op , /WATER QUALITY POND NO. 2 I W (n EX. 30' ACCESS EASEMENT w o0 w V) 1 p 969 0] m .p, 52'12'09" I,f QG R = 120.00' I WATER QUALITY POND NO. 1 Z .. T = 58.79' L 109.33' o -- -: 5' CONIC. SIDEWALK ... .. .... . .. .. . 1I S89'0525 "E- 394.27' EX, O SD88.QNASMENTES U U HIM N01'50'12 "E- 20.00' I i 1-21' BUILDING SETBACK - - - -- ! PER REC. NO. 8105040070 70. S01'50'12 "W- 96.77 _ — — — - -EX. 20' UTILITY EASEMENT N87,7'07 "W- 166.67' N88'37'07 "W- 166.67' EX. ONE STORY CONCRETE BUILDING UTILITY EASEMENT PER �EX iT DTT EASEMENT �— EX. 20' RAILROAD RIGHT -OF -WAY ���' ORIGINAL PLAT I MATCH LINE A —A, SEE S ET 17 NOTE: ALL PAVEMENT MARKINGS AND SIGNAGE LEGEND it6COMTv��tbEQ aPot o.�� SHALL CONFORM TO THE LATEST EDITION 4,_a• 1 6" WIDE, YELLOW LANE MARKINGS - BROKEN, 5 12" WIDE STOP LINE PER CITY OF RENTON Ai P4 °Va ire e oc OF THE "MANUAL ON UNIFORM TRAFFIC O % CONTROL DEVICES" AND THE LATEST SOLID OR DOUBLE AS NOTED STD. PLAN No. Hoos By GRAPHIC SCALE EDITION OF THE CITY OF RENTON STANDARD O2 6" WIDE, WHITE LANE MARKINGS - BROKEN © THERMOPLASTIC CROSSWALK PER BY _ad_ ' /g A �F�,sTtREV 2F� ao o za ao 80 ,so PLANS- SECTION H OR SOLID AS NOTED CITY OF RENTON STD. PLAN No. H012 H.Yfa�u '-`'y r I 7G YALE O 36 "X36" STOP SIGN (CITY OF RENTON STANDARD) O7 LANE LINE CHANNIELIZATION MARKERS PER EXPIRES a:2],gg CITY OF RENTON STD. PLAN NO. H002 ( IN FEET) ® "RIGHT TURN ONLY" SIGN PER MUTCD R3 -7 1 inch =40 ft~ t. DIRECTION ARROWS -WHITE THERMOPLASTIC PER CITY OF RENTON STD. PLAN NO. H008 2 REVISED PER CITY REVIEW BOM BOM + - I � 4 I —I N -I o IF w o o I I a 3 Z I I F o Z O I ° I U ° F z I = sL I t �I o = U I' I r � I o I I W zwz 7 J ; _ > •O I I � I O �• I I .III I I- W •� I is I dg i f 1 i I �f I i I 1 I Y I I I I I 1 1 I 1 IZ 1 I I 1 1 j1 19 18 17 16 15 14 13 12 11 10 9 8 7 6 FAB 6 7 8 9 10 11 12 13 14 15 16 17 18 19 - 052 , � - , SW 1/4, SEC. 30, TWP. 23N, R. 5E W.M. ! 70 +81 = EX. ANGLE POINT CURB END PROPOSED CHANNELIZATION I I ! I I ! I I �I IN I A Im CENTER LINE CHANNELIZATION PER CITY LANE LINE CHANNELIZATION MARKERS PER OF RENTON STD. PLAN NO. H001 CITY OF RENTON STD. PLAN NO. H002 �DOUBLE BUTTONS) WITH (TYPE I WHITE BUTTONS) YELLOW BUTTO I I I LOT 7 IBUB92DENS OnTIM FLAW FOR I I BOF »O° ®fly - es MATCH LINE A —A, SEE SHEET 16 ®TSHH ! I CENTER LINE CHANNELIZATION PER CITY ! I OF RENTON STD. PLAN NO. H001 I sL ! ((DOUBLE YELLOW STRIPE WITH EX, 10' UTILITY EASEMENT (4" YELLOW BUTTONS) r ! I I ! • I EX. ONE STORY CONCRETE CONDEMNATION OF ACCESS TO (ST PAVEM EVENT ATE HWY. NO. 5 (E. VALLEY BUILDING I EDGE ASPHALT HWY.) & OF LIGHT, NEW & AIR TO THE STATE OF WASH. PER O K G COUN1 SC.C. N 570903 Z I I 000' I I to IIN 0. `W i I o ]3 +37 I I EX. 16.67' ACCESS & UTUTY EASEMENT i I 1 6.6 J' ACCESS &UTILITY EASEMENT N I ! 73 +50 = EX. ANGLE POINT (CURB) LOT a b a� gL�OT fi ttn6� v°> HW 12 I O IBJ01p Ego. ®fli - Big O i SIGN i6J ! W I 1 G 1 I N N ! • 10' CURB NG 3 _�+ A W !� NOTE: UTILITY EASEMENT PER ! wII FOR DETAILS OF SIGNALIZATION ORIGINAL PLAT °I RELEASE OF ACCESS TO THE STATE E %. CURB RAMP W I o� I SEE PLANS PREPARED BY W N NUMBERHla o a6USa, RECORDING 74 +98 LIND AVENUE = I o s WI • W THE TRANSPO GROUP, INC. W I I I 12.0 ' N s.ao' I 0 +00 SW 39TH STREET= ! 2 0 0 +00 ACCESS DRIVE I I I CU! N ° 5 0 m wl� 85 -6" DOUBLE WHITE STRIPE W 25.00' W E% UTILITY HANDHOLE / WITH 4" MITE BUT - - - -- EX. PEDESTRIAN SIGNAL POLE "' EX. CONC. PAD N ______ L_______ _____ CROSS WALK scB o _AK 1 E%. TRAFFIC SIGNAL SLJB S W 39T• �I 11 s Ex. SIGNAL CONTROLLER �] EX 6 SIDEWALK � I �/W�NE �� - EX. K W E%. CURB & GUTTER a a 58837'07 "E ' 38837'07 "E - 105.6 CROSSWA to 75' -6" YELLOW STRIPE WHITE PAINT STRIPES EX C. G • DOUBLE YELLOW 7P' a Nr STRIPES uRB &GUTTER a 3 10 +91.39 EAST VALLEY HWY = E %. STREET LIGHT I Z _ _ EX. CROSSWALK \ — — — /F`� �C �i� — 6 EX. EASEMENT FOR TRAFFIC SIGNAL J r' --�— — + — 11 ,s `r 13 13 +75.36 SW 41ST STREET OPERATIONS AND MAINTENANCE 7 B — A.F. NO. 9206302701 c SOLD WH rE PAINT STRIPE S68'49'45 °W- 39.11' O = DASHED WHITE PAINT STRIPES SOLID WHITE PANT STRIPE � O+OO 0 . CURB & GUTTER EX. CURB & CUTTER I— E %. CURB &GUTTER EX '.E %. CONC SIOEWA n Q EX R/W \\ D Da11 n STREET o ¢PT =11+23AR ASPHALT REMOVE EX. RT. TURN ARROW \ DRIVEWAY INSTALL NEW THROUGH RT. ARROW E%. UTILITY CONTROLLER '6 EX: SIGNAL CONTROLLER III II II EX. TRAFFIC SIGNAL S E %. UTILII HANDHOM III EX. CURB RAMP EX. CONC. PAD E %. TRAFFIC SIGNAL I/ EX. SIGNAL CONTROLLER sue, EX. ELEC. VAULT ❑ '} ,� E %. STREET LIGHT JI/ F`\ I REMOVE EX. LT. TURN ARROW, REMOVE EX. PAVEMENT MARKINGS w INSTALL NEW LT. TURN ARROW ■ ■ n ^ FOR CROSSWALK INSTALLATION y �^ I I ' v\ ,R I 3 w EET ll ' EX. 30' ACCESS EASEMENT RECORIfvlFNuLD 0. GRAPHIC SCALE F012 AF. )', -,'v! 96 w� of �IFp� SL WAs as o zo w fio ,eo BY � (' BY s/ fG me z I ( IN FEET) BY ,x/96 A 2]991 tiJ is I '^ 1 inch = 40 rt. LEGEND O /STOL 0 E 24 BUILDING SETBACK LINE 6" WIDE, YELLOW LANE MARKINGS - BROKEN, 12" WIDE STOP LINE PER CITY OF RENTON EXPIRES 8,271°18 ' 1 ' I PER REC. No. s,saaoD]o_ _ _ _ _ _ _ _ SOLID OR DOUBLE AS NOTED STD. PLAN NO. H008 7, NOTE: ALL PAVEMENT MARKINGS AND SIGNAGE I SHALL CONFORM TO THE LATEST EDITION Q 6" WIDE, WHITE LANE MARKINGS - BROKEN © THERMOPLASTIC CROSSWALK PER ' I E%. 20 UTILITY EASEMENT SWITCH OF THE "MANUAL ON UNIFORM TRAFFIC OR SOLID AS NOTED CITY OF RENTON STD. PLAN NO. H012 MR Horton Dennis £c Associates, II g — CONTROL DEVICES" AND THE LATEST Consulting Engineers, Planners, and Surveyors I 0 36 "x36" STOP SIGN (CITY OF RENTON STANDARD) O7 LANE LINE CHANNELIZATION MARKERS PER KIWIEIIa.WLSHINGTw•822 -2szs I -_ EDITION OF THE CITY OF RENTON STANDARD CITY OF RENTON STD. PLAN NO. H002 "R, _ PLANS- SECTION H ® "RIGHT TURN ONLY' SIGN PER MUTCD R3 -7 CITY OF RENTON EX. 20 RAILROAD R/W CONC ' PAD L DIRECTION ARROWS -WHITE THERMOPLASTIC I / // PER CITY OF RENTON STD. PLAN NO. H008 DEPARTMENT OF PUBLIC WORKS STRIPING AND CHANNELIZATION PLP IJ CONC. DRIVE ACT III THEATRES - RENTON SITE EX. ONE STORY CONCRETE BUILDING DESIGNED: RSM FILE NAME: 9566SI - , —coNC. WALK _ _ _ DATE: 4/23/96 PLOT DATE A /8/o T I A I I I I d I i Ti 19 18 17 16 15 14 13 12 11 10 9 8 7 6 B 6 7 8 9 10 11 12 13 14 15 16 17 18 19 48, ® c - - ,h, SIGNAL HEAD ASSIGNMENT 12' R 12' R 12' y 12' Y 12' tG/ 12' G 12' HEADS HEADS PEDESTRIAN HEADS 9.10 3,8 11,12,13,15 NOTE- ALL OTHER SIGNAL DISPLAYS TO REMAIN. WIRING SCHEDULE Q NO RACEWAY CONDUIT SIZE TW PR LOOP •12 VEH DETECT 2C(SH) E V DETECT 3C(SH) PED /VEH HEAD 5C POWER ILLUM •8 1 1 1/2' 3 LIND AVE SW B' �� \ O 2 1 1/2' SIGN NO. 3 1 co ELECTRICAL SERVICE CABINET 3 3' EX J 0) f M I EX 3 EX EMERGENCY PRE - EMPTION 4 3' EX 30' co A Ex + I I EX 3 EX + 1 e Ov''OF WAS �•: S o;� �pSN 27W g oqa 121 oi=W o o. Fy�'S.FC /ST6R aG e °°o rONAI�E � IXPIRES 1/8/97 5 3' EX I EX 1 EX + 1 OVERHEAD SIGN 6 2 -3' EX 2 EX + I 2 EX 4 EX + 3 O 7 3' SIGNAL POLE 1 1 MAST ARM SIGNAL POLE 8 3' EX I EX +1 I 2 EX +1 9 1 1/2' 2 10 1 1/2' 1 1 II 1 1/2' 1 12 3' EX I EX 2 EX + 2 13 1 1/2' EX 3 JOB N0. 95331.50 FILE NAME M: \95 \95331 \CAD \TSI REVIEWED BY HAP 9/9/96 DESIGNED BY HAP ENTERED BY LDK 7/31/96_ CHECKED BY %/QO — ,&° 01 f-- 1 05 02 " _ 06 03 BLANK BLANK 07 04 VEHICLE MOVEMENT yAVD- PEDESTRIAN MOVEMENT _ A PERMISSIVE MOVEMENT POLE NOTES ®EXISTING SIGNAL POLE TO REMAIN. INSTALL ONE VEHICLE HEAD ON THE EXISTING TENON AT THE END OF THE MASTARM. INSTALL ONE PEDESTRIAN HEAD AND ONE PUSHBUTTON ASSEMBLY ON THE POLE. INSTALL SIGN N0, I ON THE MASTARM. OEXISTING SIGNAL POLE TO REMAIN. INSTALL ONE PEDESTRIAN HEAD AND ONE PUSHBUTTON ASSEMBLY ON THE POLE. REMOVE EXISTING SIGN NO. 2, N9 RE OEXISTING SIGNAL POLE TO REMAIN. REMOVE EXISTING THREE- SECTION VEHICLE HEAD AT THE END OF THE MASTARM AND INSTALL NEW FOUR- SECTION VEHICLE HEAD ON EXISTING TENON. INSTALL ONE PEDESTRIAN HEAD AND ONE PUSHBUTTON ASSEMBLY ON THE POLE. INSTALL SIGN NO.1 ON THE MASTARM. 4O EXISTING PEDESTRIAN SIGNAL POLE TO REMAIN. INSTALL ONE TYPE III SIGNAL POLE WITH 25' MASTARM. INSTALL TWO VEHICLE HEADS AND ONE EMERGENCY PREEMPTION DETECTOR ON THE MASTARM. INSTALL 40' HIGH 400 -WATT M -C -III LUMINAIRE WITH S. ARM. SEE - ;RA WING N0, TS -3 FOR DETAILS. FOUNDATION SHALL BE PER SECTION 8- 20.3(9) OF SUPPLEMENTAL SPECIFICATIONS. 06 INSTALL ONE TYPE PS PEDESTRIAN SIGNAL POLE WITH ONE PEDESTRIAN HEAD AND ONE PUSHBUTTON ASSEMBLY. 17 INSTALL ONE TYPE PS PEDESTRIAN SIGNAL POLE WITH ONE PEDESTRIAN HEAD AND ONE PUSHBUTTON ASSEMBLY. CONSTRUCTION NOTES lO INSTALL 6' X 6' TYPE 11 LOOP DETECTORS PER CITY OF RENTON STD PLANS J038 AND J034. OREMOVE EXISTING LUMINAIRE. REMOVE FOUNDATION TO 4' BELOW GRADE AND PATCH TO MATCH EXISTING 2 SIDEWALK GRADE. REMOVE EXISTING WIRING. SPLICE NEW LUMINAIRE FROM TYPE III SIGNAL POLE INTO THE EXISTING ILLUMINATION CIRCUIT AT THE EXISTING HANDHOLE. O3 SPLICE NEW TWISTED PAIRS INTO EXISTING LOOP LEAD -IN CABLE AT EXISTING JUNCTION BOX INDICATED. ha "f I i rFl r n.l -- i _._ EX. R/W LINE 24' 74 +98 LIND AVENUE 0 +00 SW 39TH STREET= LEFT TURN 0 +00 ACCESS DRIVE 4 A ® i CONDUIT D TYPE 2 JUNCTION BOX AS REQUIRED I 2 P- TYPE 3 JUNCTION BOX w LIND AVE SW B' �� \ O 1 CONTROLLER CABINET SIGN NO. 3 W co ELECTRICAL SERVICE CABINET J 0) f M SIGNAL STANDARD NO. I ( 30' EMERGENCY PRE - EMPTION 30' co DATE Q WIRE NOTE e Ov''OF WAS �•: S o;� �pSN 27W g oqa 121 oi=W o o. Fy�'S.FC /ST6R aG e °°o rONAI�E � IXPIRES 1/8/97 VEHICLE SIGNAL HEAD OVERHEAD SIGN ® LEGEND TYPE I JUNCTION BOX CONDUIT D TYPE 2 JUNCTION BOX DETECTOR LOOP TYPE 2 z TYPE 3 JUNCTION BOX O ® CONTROLLER CABINET CONSTRUCTION NOTE ® ELECTRICAL SERVICE CABINET ® SIGNAL STANDARD NO. —� EMERGENCY PRE - EMPTION DETECTOR Q WIRE NOTE VEHICLE SIGNAL HEAD OVERHEAD SIGN —m PEDESTRIAN SIGNAL HEAD O SIGN NUMBER ® SIGNAL POLE ®-- MAST ARM SIGNAL POLE LUMINAIRE AND POLE 0 20 40 SCALE IN FEET 14335 NE 24TH STREET — SUITE 201 BELLEVUE. WASHINGTON 98007 (TEL) 206 641 -3881 p^r (FAX) 206 747 -3688 GENERAL NOTES I. ALL CONSTRUCTION, EQUIPMENT, AND MATERIALS SHALL CONFORM TO THE CITY OF RENTON SUPPLEMENTAL SPECIFICATIONS FOR THE 1999 STANDARD SPECIFICATIONS AND CITY OF RENTON STANDARD PLANS. R�Ca NOR APPROVAL 9Y i SY�t T 22 74 ACT NI THEATRES I TSI RENTON, WASHINGTON SHEET SIGNAL PLAN of SHEETSI 7 I I I I I I I Y I i I A I $ a I I ( I I I I 1I I I I I I j1 9 18 17 16 15 14 13 12 11 10 9 8 7 6 AB 6 7 8 9 10 11 12 13 14 15 16 17 18 19 i !1! I i i i I i o Z�v P P Connect To Existing / / /uminofion Circuit m h Pole 7 ExPo %3 Ex Ped Head 15 & Ex PPB 15 ( - -Ex 2- #81LL& Phase 6 4 -5C. 0~1 M Ex S /gno/ Head 6 1� T � m V v co co c Ex S/gna/ Head 7 a 2 -5C, Ex EVP / ° o. 85//852 6 h ✓B/ 1 -5C, / 2C(SH 3 - #12 TW PR 3 -5C, 1- 3C(SH) 4 -5C, /- 3C(SH), 1- 2C(SH) Ex ✓B2 ma JAVE!"', LW `—f l h a Z Z M O = 08 ' CONTROLLER TERMINAL STRIPS 662 Phase 6 = W 785 New Heads A 12 0~1 M 3 - #12 TW PR m V v co co c co Z T a To Existing Service = WB 787 New PPBs A 12 Ex ✓B2 S ore Pole 6 B G 5 503 G Ground Ex L oops 3TT P Z W . 665 68/ Power A o / -5C Ped Head 12 9 Ex Ped Head 16 922 E Ex Pre -Empt 2 — Y — 6 682 & Ex PPB 16 h R R 78/ HAND 0 — BL 9 925 02&05 w EVP 4 Signa/ Heod /O — W 822 Ex Loos 8211822 84/ Phase 4 W 645 WB or W 785 Com B BL 9 935 0 04 Q Q E BL 946 G 6436 Ex Pole 4 V Y 642 Y Y 786 — — O 9 911 E Ex Pre Empt / R 64/ R R 641 R P / -5C, /- 3C(SHI — BL 9 9/5 0 n — Y 612 Phase / PPB 12 — — O 9 941 P Pre Empt 4 0 — W 844 Ex Loos 883/884 I — G Ex Po% 2 Y 3 - #12 TW PR — Y 9 942 0 08 � k Pole Existing /um /not /on 5 L V S ore = R 6 62/ Phase 2 Ex Pole / r 785 Com s yL / v — G 6 623 E Ex Heads 1, 2 DATE REVISION BY DATE JOB N0. 95331.50 S are N New Hood 3 W To Ex/sl/ng i FILE NAME M : \95 \95331 \CAD \WIRE = W — Y 652 Phase 5 Ex Ped Head 18 REVIEWED BY HAP 2 -5C, /- 3C(SHJ / 9/9/96 Ex L oops = = R 6 641 Phase 4 — G DESIGNED BY HAP New Heod 3 14335 NE 24th Street ACT III 643 N New Heads 9, /0 ENTERED BY LDK 7/31/96 Suite 201 R = W = R 6 S ore CHECKED BY Bellevue. Washington 98007 RENTON, TERMINAL CAB /NET 2 TERM /NAL CAB /NET 3 TERMINAL CAB /NET 4 (POLE /) (POLE 2) (POLE 3) (POLE 5) R 65/ R R 611 R O 6 2 O O 612 O G 653 G G 613 G B are B B ore B {y 656 W w 616 W R 621 R R 4-6-8-1-1-R R 661 R R 68/ R p 622 p p 682 O O 662 O O 682 p G 623 G G 683 G G 0,6 G 683 G B B S ore 9 B B ore yy 626 W W 686 W {y W {y 686 {y Ped Head // Ped Head /3 Ex Ped Heod 15 R 72/ R R 76/ R R 741 R 742 6 O 726 O O 766 O O 746 p B 725 W B 765 W ry 745 W PPB // PPB 13 Ex PPB 15 Ex Ped Head 18 R 78/ R G 782 O 786 p B 784 B W 785 yy Ex PPB /8 = 08 ' — Y 662 Phase 6 = W 785 New Heads A 12 0~1 M 3 - #12 TW PR — G 663 Ex Heads 6. 7 a Ex ✓B2 = WB 787 New PPBs A 12 Ex ✓B2 S ore ✓B1 / 2C(SHJ y Ex L oops Z = W = R 665 68/ 82//822 o Ex Ped Head 16 Ex Signa/ Heod 2 / -5C, /- 3C(SHJ — Y — 6 682 & Ex PPB 16 2 -5C — B 821 Phase 2 0 ✓B/ Signa/ Head 9 EVP 4 Signa/ Heod /O — W 822 Ex Loos 8211822 84/ Phase 4 W 645 WB or O 944 Y 945 W 645 WB ar I G 643 G BL 946 G 6436 Ex Pole 4 V Y 642 Y h Y 642 Y Phase 6 — W 862 Ex Loos 8611862 R 64/ R R 641 R P 3 -5C, /- 3C(SHJ, ZW ° °rz9iior=4e S�OfVAI.•F -� 8 I YPIRES 7/8/97 1 = 08 ' — Y 662 Phase 6 = W 785 New Heads A 12 0~1 M 3 - #12 TW PR — G 663 Ex Heads 6. 7 a Ex ✓B2 = WB 787 New PPBs A 12 Ex ✓B2 S ore ✓B1 / 2C(SHJ y Ex L oops Z = W = R 665 68/ 82//822 o Ex Ped Head 16 Ex Signa/ Heod 2 / -5C, /- 3C(SHJ — Y — 6 682 & Ex PPB 16 2 -5C — B 821 Phase 2 0 ✓B/ Signa/ Head 9 EVP 4 Signa/ Heod /O — W 822 Ex Loos 8211822 84/ Phase 4 W 645 WB or O 944 Y 945 W 645 WB ar I G 643 G BL 946 G 6436 Ex Pole 4 V Y 642 Y h Y 642 Y Phase 6 — W 862 Ex Loos 8611862 R 64/ R R 641 R P / -5C, /- 3C(SHI n — Y 612 Phase / � � 0 — W 844 Ex Loos 883/884 I — G 613 New Head 8 Conned To 2 -5C. /- 3C(SHJ #2ECt)MMENDED � k Pole Existing /um /not /on 5 L V S ore W / / C /rcu /t — —2-08 /LL UM — Ex Pole / r 785 Com s yL / v 6/5 P DATE REVISION BY DATE JOB N0. 95331.50 65/ W To Ex/sl/ng i FILE NAME M : \95 \95331 \CAD \WIRE — Y 652 Phase 5 Ex Ped Head 18 REVIEWED BY HAP T22*74 9/9/96 � � � > M — G DESIGNED BY HAP New Heod 3 14335 NE 24th Street ACT III THEATRES TS2 ENTERED BY LDK 7/31/96 Suite 201 R 72/ CHECKED BY Bellevue. Washington 98007 RENTON, WASHINGTON MqQ v Nm a° ? 725 Phase 2 Ex Heads /7, /8 3 -5C, /- 3C(SHJ, ZW ° °rz9iior=4e S�OfVAI.•F -� 8 I YPIRES 7/8/97 1 f f I I I I A I I I A l 1 1 I I At I I A I I I I I I 1 IT I I I I I Al 19 18 17 16 15 14 13 12 11 10 9 8 7 6 AB 6 7 8 9 10 11 12 13 14 15 16 17 18 "19 Ex ✓B2 — Y 662 Phase 6 = W 785 New Heads A 12 — G 663 Ex Heads 6. 7 a Ex ✓B2 = WB 787 New PPBs A 12 S ore New Head 8 y Z = W = R 665 68/ o Ex Signa/ Heod 2 — W 852 New Loos 8511852 y — Y — 6 682 Phase 8 Ex Heads 4, 5 — B 821 Phase 2 0 8///8/2 Sore — W 822 Ex Loos 8211822 84/ Phase 4 I = W 685 IJ3 V h Phase 6 — W 862 Ex Loos 8611862 V P B 88/ Phase 8 O — Y 612 Phase / � � — W 844 Ex Loos 883/884 — G 613 New Head 8 / -5C Ped Head // #2ECt)MMENDED Li h R V S ore FOR APPROVAL �Y o Ex Pole / r 785 Com s yL v 6/5 P I� Y 786 L�Y !fY 65/ W To Ex/sl/ng i PPB — Y 652 Phase 5 Ex Ped Head 18 T22*74 2 � � � > M — G 653 Spore New Heod 3 14335 NE 24th Street ACT III THEATRES TS2 Suite 201 R 72/ Bellevue. Washington 98007 RENTON, WASHINGTON �� Nm a° ? 725 Phase 2 Ex Heads /7, /8 (FAX) 206 747 -3688 OF R o W Y 726 Phase 2 WIRING DIAGRAM WB R 727 741 Ex PPSs /7, /8 = G 742 Phose 4 Ex Heads /5. 16 = W 745 h Z V = Y = 746 Phase 4 Ex PPBs 15. 16 ° h WB 747 r� = R = G 761 762 Phase 6 New Heads 13. 14 W 765 Y 766 Phase 6 Ci = WB 767 New PPBs /3, /4 h Ex EVP 2 R G 781 782 Phase 8 f f I I I I A I I I A l 1 1 I I At I I A I I I I I I 1 IT I I I I I Al 19 18 17 16 15 14 13 12 11 10 9 8 7 6 AB 6 7 8 9 10 11 12 13 14 15 16 17 18 "19 = W 785 New Heads A 12 = Y 786 Phase 8 Ex ✓B2 = WB 787 New PPBs A 12 B 8// Phase / Z — W 8/2 New Loos 8111812 — B 85/ Phase 5 Ex Signa/ Heod 2 — W 852 New Loos 8511852 y — B 821 Phase 2 0 — W 822 Ex Loos 8211822 84/ Phase 4 I 19-0 ° — W 842 New Loos 8411842 B 861 IJ3 V h Phase 6 — W 862 Ex Loos 8611862 V P B 88/ Phase 8 O Ex Signa/ Head / — W 882 Ex Loos 8811882 B 843 Phase 8 � � — W 844 Ex Loos 883/884 / -5C Ped Head // #2ECt)MMENDED Li h R V �R 7B/ HAND G 7 MA FOR APPROVAL �Y o Ex Pole / r 785 Com s yL v P I� Y 786 L�Y !fY B 787 W To Ex/sl/ng i PPB Service Ex Ped Head 18 T22*74 & Ex PPB /8 14335 NE 24th Street ACT III THEATRES TS2 Suite 201 Bellevue. Washington 98007 RENTON, WASHINGTON Gmdo (TEL) 206 641 -3881 SHEET (FAX) 206 747 -3688 OF WIRING DIAGRAM SHEETS f f I I I I A I I I A l 1 1 I I At I I A I I I I I I 1 IT I I I I I Al 19 18 17 16 15 14 13 12 11 10 9 8 7 6 AB 6 7 8 9 10 11 12 13 14 15 16 17 18 "19