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GENERAL ILLUMINATION NOTES 1. LUMINAIRES SHALL BE 400 WATT H.P.S. MEDIUM CUTOFF TYPE !II DISTRIBUTION WITH POWER DOOR AT 45' MOD NTING HEIGHT. 2. LIGHT STANDARDS SHALL BE 55', CLASS 11 TIMBER POLES EQUIPPED PER STANDARD PLAN J -1f. 3. NOT USED. 4, ALL EXISTING ROADWAY LUMINAIRES WITHIN THE PROJECT LIMITS TO BE REMOVED BY OTHERS. LUMINAIRE SCHEDULE SERVICE NO. I LUMINAIRE J � LUMINAIRE, ARM 6 TIMBER POLE LUMINAIRE NUMBER CIRCUIT STATION CIRCUIT OFFSET ARM LENGTH 1 OFFSET S.E. 128TH 15 +55 40' RT. 16' 2 1 S.E. 128T11 17 +60 41' RT. 14' 3 1 138TH S.E. 5 +25 49' LT. 14' 4 1 S.E. 128TH 2O +95 40.5' RT. 14' 5 2 S.E. 128TH 22 +80 41' RT. 14' 6 2 S.E. 128TH 24 +65 41' RT. 14' 7 2 S.E. 128TH 26 +50 42' RT. 14' 8 2 S.E. 128TH 28 +35 42' RT. 14' 9 2 S.E. 128TH 30 +20 41' RT. 14' 10 2 S.E. 128TH 32 +05 41' RT. 14' 11 2 S.E. 128TH 33 +90 43' RT. 16' LUMINAIRE SCHEDULE SERVICE NO. 2 LUMINAIRE J � LUMINAIRE, ARM 6 TIMBER POLE LUMINAIRE NUMBER CIRCUIT STATION OFFSET ARM LENGTH 12 1 S.E. 128th 35 +75 43' RT. 16' 13 1 S.E. 128TH 37 +60 43' RT. 16' 14 1 S.E. 128TH 40 +65 41' RT. 14' 15 2 S.E. 128TH 42 +55 41' RT. 14' 16 2 S.E. 128TH 44 +40 41' RT. 14' 17 2 S.E. 128TH 46 +35 42' RT. 14' 18 2 S.E. 128TH 48 +25 42' RT. 14' 19 2 S.E. 128TH 50 +15 42' RT. 14' 20 2 S.E. 128TH 52 +05 39' RT. 12' 21 2 S.E. 128TH- 54 +00 41' RT. 16' LUMINAIRE SCHEDULE SERVICE NO. 3 LUMINAIPE LUMINAIRE NUMBER CIRCUIT STATION OFFSET ARM LENGTH 22 1 S.E. 128TH 76 +80 42' RT. 16' 23 1 S.E. 128TH 80 +50 44' RT. 16' 740 &of WIRE NOTES NO. CONDUIT CONDUCTORS /1 AERIAL TRIPLEX - #6 CIRCUIT NO. 1, SERVICE NO. 1 Z2 1.5" 2 #10 CIRCUIT NO. 1, SERVICE NO. 1 1* 10 GRND CONSTRUCTION NOTES n` � JNCTION BOX INSTALLED PER SIGNAL PLANS. ILLUMINATION LEGEND Q, O N E- w w N w w 0 co t- c rn w _z J a r �+ H ad z I,� I J � LUMINAIRE, ARM 6 TIMBER POLE TYPE 1 JUNCTION BOX _ INSTALLED `> I III ER TYPE 2 JUNCTION BOX SIGNAL I L\ Lo �a TYPE 3 JUNCTION BOX PLANS I — — — — — — CONDUIT CONDUIT PER SIGNAL PLAN; MATCHLINE 138TH STA. 4 +88.00 SEE SHEET 20 1201240 V SERVICE •. y.`. "� TYPE 1 Juncrian aax R/W S.E. 128TH STREET — ILLUMINATION Y� -- EDGE OF SHOULDER CALL 48 HOURS KING COUNTY DEPT OF PUBLIC WORKS ......... 0H � fw.t UC JE TRAVELLED eA EDGL Y BEFORE YOU Ulu DONALD J.LA BELLEt D I R E C T O R 1µ S.E. 12S STREET i -- CENrERL INE AERIAL CABLE 1-800-424-5555: C IS8+hAVE. S.E- 156thAVE. 9.E.) SURVEY No. 10- [3- 5-I ROAD PROJECT N., D-3192 ff �•'9�Ci5 tt Pfd•' 4� � -• ,'�•FJ/OMA! SHEET 10 OF 52 SHEETS [NU�at q I. MAINTENANCE ®IVISION No. -- '47-- U(tAWN 13Y Wl)E /(JC (.: 11 L.CKl:D 13YF SILL___ � TRANSPORTATION PLANNING E & ENGINEERING, IiJC, �r1J"fs A. 2-6-67C' 6 t37 1 2101 112th AVENUE N_ E_ SUITE 110" [ ?F I ( E:VUE tYA_ 9A004 !2061455 -5320 I .srvo r,o e. _._ r /� -20j Scot SCANNED OCT_ 4 2040- 4 ROLL # 167 I,� I 88 I ti I' I z lo - - - - -- - - I STA. 19 +39.67 - -- - - -- - -- - I S.E 128TH ST. I STA N r — 138TH AVE S E — -- - - — - -- _ q 19 II 20 21 22 23 S. E. 128TH STREET 24 a— --- - - - - -- - -- — w 1 �j U Q I i IQ\ 1 4 5 L?� - y' I Lil ! SERVICE N0. I W i � I c � I O - N - q F _Z J 2 U H Q ,r1¢A - 00, - alt,%o L WIRE NOTES RUN RACEWAY/ N0. CONDUIT CONDUCTORS 2 #10,IM10 GRND CIRCUIT NO. 1, SERVICE NO. I n3 AERIAL TRIPLEX - #4 CIRCUIT NO. 2, SERVICE NO. 1 1.5" 2 #10,Iw10 GRND CIRCUIT NO. 1, SERVICE NO. 1 2 #4 CIHCU1T NO. 2, SERVICE NO. 1 T,283402 I I I I I � I I I I I I I N - w W x N W Ld 29 — u) S.E. 128TH STREET 30 ° 0 a P- w z — 9 — x U Q - -- 1 I 3 S.E. 128TH STREET - ILLUMINIST ION CALL 48 HOURS BEFORE YOU DIG 1- 800 - 424 -5555 C! z h V� 9 so Cro' z W _ y �3 CONSTRUCTION NOTES �- JUNCTION BOX INSTALLED PER SIGNAL PLANS. (`2> JUNCTI ^uN BOX II+STA! -ED PER SIGNAL PLANS. SPLICE SIGNAL -� ILLUMINATION WIRES TO CIRCUIT NO. 1 WIRES. �3> �- SIGNAL P0:_E MOUNTED i20 /240 V ELECTRICAL SERVICE INSTALLED PER SIGNAL PLANS. BRING CIRCUIT WIRES INTO THE SERVICE AND CONNECT TO TERMINALS PROVIDED. SEE DETAIL E -S. •• o fJJXONAI IIIG`� - T,283402 I I I I I � I I I I I I I N - w W x N W Ld 29 — u) S.E. 128TH STREET 30 ° 0 a P- w z — 9 — x U Q - -- 1 I 3 S.E. 128TH STREET - ILLUMINIST ION CALL 48 HOURS BEFORE YOU DIG 1- 800 - 424 -5555 C! z h V� 9 so Cro' z W _ y i - - -- w w S !n W W ° 31 m w w, I I a! I Di I Z I I N I I I �' I I ' I �' I � I � �� I I � I 0 M Q H w 2 10 J T U � _— — — —. __— .- ..r_ -.�.- _ — I I I I I I I I 3 3 I ° M W z J S a 4� U \ I W _. � w WIRE NOTES a RUN RACENAY/ d- H0. CONDUIT CONDUCTORS �3 AERIAL TRIPLEX — #4 CIRCUIT N0. 2, SERVICE N0. 1 5� AERIAL TRIPLEX — #6 CIRCUIT N0. 1, SERVICE N0. 2 6� 1.5" 2 #6,IacIOGRND CIRCUIT N0. 1, SERVICE N0. 2 AERIAL 'TRIPLEX —N4 CIRCUIT N0. 2, SERVICE N0. 2 �8 1.5" 2 #10,110 GRN D CIRCUIT N0. 1, SERVICE N0. 2 Z #4 CIRCUIT k0. 2, SERVICE N0. 2 I TdQo- Wt�i►� I I F i I i I � STA_ 39 +07 S.E. 128TH ST. STA. 0 +00 144TH AV E. S.E. 35 S. E. 128TH 41 R ®LL # 167 ,_ �_ 0 N N M 37 a w z U f— - �.. , I I I I � , I I i 1 I I I i I I 1 I I I I _� I N • N 1" w w (n W 42 S.E. 128TH STREET 43 + Q w z 15 � x U F— Q _ T -I I I I I I 7 I I % CALL 48 HOURS . BEFORE YOU DIG 1 1- 800 -424 -5555 S.E. 128TH- STREET - ILLUMINATION ���. � � .� 4e 'i �� i .rv•oYCO oT: DATE REVISION BY�C O.O FR GiwFiF . 'f,.iIFY ,�_�- f (�11/�� �A1a� c±t�z4 T —,a �'�6c Q�3 SCANNED OCTa:�.r�2�J, • _ �u za +ss� 30� 47T m A 9 H b � �, � R �� ad o N� � s �� 1 <� N �� M/•�/� .� � W z w I U `� x I 8 8 SERVICE N0. 2 2 CONSTRUCTION NOTES OJUNCTION BOX INSTALLED PER SIGNAL PLANS. O2 JUNCTION BOX INSTALLED PER SIGNAL PLANS. SPLICE SIGNAL ILLUMINATION NIKES TO CIRCUIT N0. 1 NIKES. SIGNAL POLE MOUNTED 120/240 V ELECTRICAL SERVICE INSTAllEO ` PER SIGNAL PLANS. BRING CIRCUIT NIKES INTO THE SERVICE AND : � \0'H�,Fi(r'e� CONNECT TO TERMINALS PROVIDED. SEE DETAIL E —S- :QQj'i�oPwAYti'.(C i ` T` �•�, S M (.ice � '® 1c9f �e � •.C;STEN4.,O.,l �.�i . � ... r '••�,,ONA ,EM��: R ®LL # 167 ,_ �_ 0 N N M 37 a w z U f— - �.. , I I I I � , I I i 1 I I I i I I 1 I I I I _� I N • N 1" w w (n W 42 S.E. 128TH STREET 43 + Q w z 15 � x U F— Q _ T -I I I I I I 7 I I % CALL 48 HOURS . BEFORE YOU DIG 1 1- 800 -424 -5555 S.E. 128TH- STREET - ILLUMINATION ���. � � .� 4e 'i �� i .rv•oYCO oT: DATE REVISION BY�C O.O FR GiwFiF . 'f,.iIFY ,�_�- f (�11/�� �A1a� c±t�z4 T —,a �'�6c Q�3 SCANNED OCTa:�.r�2�J, • _ �u za +ss� 30� 47T m A 9 H b � �, � R �� ad o N� � s �� 1 <� N �� M/•�/� .� � W z w I U `� x I a''' II I ;. �� ', 'I '' ���_� i�� _ ��I I. i 0 a Q H V) w z J S U H Q F 1 1 I 44 45 46 47 S.E. 128TH STREET 48 49 16 17 18 I__.__a -.�. __ I _ -. I � .- _. -.- I I I i I � I � � I � I i � % I 7 O a 5t w Z J x U F- i � 77Qp -�,t/ • lQi{t WIRE NOTES I Wi i �I I WI a I,_i ui w I > � Q I I = i i � � ', i i �" �� 51 S. E. 128TH STREET ,52 �V - -� RUN RACEWAY/ N0. CONDUIT CONDUCTORS AERIAL TRIPLEX -N4 CIRCUIT N0. 2, SERVICE N0. 2 J�0 -H:'FN �' • c, �OgOQ:.`�°� w.sp •..F�. o� t � • � r t 54 DRAWN BY wo.E. /c.�.c. TRANSPORTATION PLANNING & ENGINEERING, INC. CHECKED BY E. SILL DATE 2 -6 -87 � � 2107 712th AVENUE N. E. SUITE 170. BELLEVUE WA. 98004 (206)455 -5320 onrE REVISION � e I I I i I I I I 7 S.E. 128TH STREET / STA. 5.5 +00 �������� a a I- w _z J U H a c�u 4a HouRS BEFORE YOU DIG 1- 800 - 424 - 5-555:; S.E. 128TH STREET — ILLUMINATION KING COUNTY DEPT. OF PUBLIC WORKS DONALD 7. LABELLEF DIRECTOR S.E. 128''" STREET C 13 8�'AVE. 5.E- 156�1AV E . S. E •) SURVEY No. In � 23- 5� -7I 'ROAD PROJECT No.20�1�J�- ..,..�,„,,,. SHEET 2Z OF�SHEETS � ., I ` /y�"�T� � ( f SCniF HOi IHCH- 2O FF vEE iHCH- it � f,vj �Ly f � { MAINTENANCE DIVISION No. } t /f7UAA A_ h4/QVf rr,�r�NllEp��w� - • r r� o r E o • Y. � c � /rio o iHC�Hii. '''o...•.N --� BY Cam; t-- ��a'� °'Se SCANNEDOCT., �4.�000 —a� � 1 A Y I i �� O%V 9H w <p II °a o � � , A 0= � 1- <� N �� `� `� 00 r z w ® � I 1 I I I I S. E. 1\ w (n w WIRE NOTES CONSTRUCTION NOTES RUN RACEWAY/ O1 JUNCTION BOX INSTALLED PER SIGNAL PLANS. NO. CONDUIT CONDUCTORS O JUNCTION BOX INSTALLED PER SIGNAL PLANS. SPLICE SIGNAL ILLUMINATION WIRES TO CIRCUIT NO. 1 WIRES. A9 1.5° 2510 CIRCUIT NO. 1, SERVICE NO. 3 O4 SIGNAL POLE MOUNTED 120/240 V ELECTRICAL SERVICE INSTALLED 1010 GRND PER SI G NAI.PLANS. BRING CIRCUIT WIRES INTO THE SERVICE AND CONNECT TO TERMINALS PROVIDED. SEE DETAIL E -S. OOPTICOM DETECTOR TO BE FIELD INSTALLED ON LUMINAIRE ARM PER SIGNAL PLANS. To-283405 ••• ��20NA1 ENGN . j i FDR N BY E E/c.J.cTRANSPORTATION PLANNING & ENGINEERING, INC. KEOBY E. SILL Ih 2 -6 -87 2101 112 AVENUE N. E. SUITE 110. BELLEVUE WA. 98004 (206)455 -5320 t F R 311 z m u ro > o° ad z y N j �; i {�I I � � j � �I �� �a i � 1 =- I jr,d=; - '��" RUN RACENAY/ 1h'IRE NOTES N0. CONDUIT cDNDUCTDRS LEGENs� FOR INTERSEC T ION SIGNAL PLANS — � ,, � EXISTING EXISTING NEW RUN RACENAY/ � ;,5° 1 -SC, 1 -5C 1 FORMER RIGHT OF NAY �� MO VEHICiE SIGNAI HEAD k0_. COkDUiT CONDIJCTORS I /p� I � tE'�E� � CENTERLINE -�`� NO. PEDESTRIAN SIGNAL HEAD - - -- — 2 • ( SPARE ) �L —S I �t- ! � i'; UG TELEPHONE �1 SAWCU7, 1.5" 4114 (2 TWISTED PAIRS) 2• 1 -8C, 2 -SC, 2 -3CS 1 — - � I jc` �— OPTYCDM DETECTOR / 1.5' 3110 (ILL UM) I � i � ��1\ , TELEPHONE MANHOLE ��.— MAST ARM SIGNAI POLE 2 SANCU7, 1.5" 6114 (3 TWISTED PAIRS) 2• (SPARE) ! \ \\ OVERHEAD TELEPHONE �'� BANGUI', 1.5- Bt14 (4 TNISTED PAIRS) ® 2° 1 -BC, 2 -SC i � � � i� l OVERHEAD POKER • PEDESTRIAN POLE '� 1.5' 3110 (ILEUM) ' i � \ UTILITY POLE /a. Y"� MAST ARM SIGNAL POLE � SANCU7, 1.5• 12114 (6 TNISTED PAIRS) ®t"�,�- L� 2° (SPARE) 1 � � TIMBER SIGNAI 57ANDARD � KITH LUMINAIRE L� (NOT USED) � 3 KITH GUY 2• 1 -8C, 1 -5C, 3 -2CS i � � �� � INDU(TION LOOP YEHICIE DETECTOR - - 2• (SPARE) /tt\ ` � IL) 7 1.5" 1 -2CS r--" � i � LIGHT POLE TTPE 1 JUNCTION BOX /� � 3• 2 -SC, 3 -SC, 2 -3CS, 5 -2CS � \ TYP� 2 JUNCTION 80X �� 1.5- 2 -2C5 1.5" 3110 (ILEUM) O � ' � � I � \ MATER LINE ® � 9Q 1.5" 3 -2CS 2° (SPARE) � \ I � I i Q \ GAS LINE ® ® — CONDUITJUNCTION BOX ® MASTARM 1 -5C � 2• 1 -8C, 2 -SC, 1 -2CS SIGNAL � <�g �- 1,5° 3110 (ILEUM), 2 #4 (ILEUM) * POLE NO. I �_-� VALVE � ELECTRICAL SERVICE CABINET MASTARM 1 -SC, 2 -3CS 2• (SPARE) I I = TO BE LOCATED AT r. ®� CONTROLLER CABINET MASTARM 2 -SC. 2 -3CS � 2° ( SPARt) APPROX.STA.19 +17, � 3• 2 -8C, 3 -SC, 2 -3CS, 5 -2CS � AMPLIFIER CABINET 3• 2 -8C, 3 -SC, 1 -3CS, 4 -2CS 4 OILT. 8 Q MASTARM 1 -SC, 1 -3CS ' I — ( 7) © 1.5• 218 (SERVICE) 7 \--( ®® EDGE OF SHOULDER MASTARM 2 -5C I 8 PROPOSED RIGHT OF NAY 2° 1 -BC, 1 -SC, 1 -3CS, 216 {SERVICE) * 21 4 SHALL BE PAID UNDER ILLUMINATION BID ITEM \ EDGE OF PAVEMENT, CURB LIRE 1.5" 3110 (ILEUM), 2 #4(ILLUM)* IT ' IS r___ � -- ®e� �_�__ 2 " ( SPARE ) — .� — e �— � —�- �' ,�_- � 63 Ei4 _ � ) 19 � \` 2 SIGNAL POLE N0. 2 2 8 ` TO BE LOCATED AT APPROX. STA. I'9 +75 , 381 LT 12 4 5 � 84 41 42 43 10 10 �/ B 12 s2 I � 3 I �- � � - II f ( 61 STA. 19 +39.67 I 2 3 !0 S.E. 128TH ST. _ STA. 4 +00.53 II 138TH AV E. S.E. i 3 � 2 I � � i .I ? 3 ��✓✓ 1 5I 3 2 I 2 I to I 21 S.E. 128TH STREET 4 B � T 9 3 2 9 4 2 I 7 I 14 � IB 5 ROLL # 167 SIGNAL POLE N0. 3 3 TO BE LOCATED AT NOTES APPROX. STA. 19 +75, 441 RT. 1. OPTICALLY PROGRAMMED HEADS N0. 11 i 51 SHAL'l'HAYE CUT AWAY VISORS. SIGNAL FACE SCHEDULE 2, SIGNAI HEADS 21, 22, 41, 42, 61, 62, 81, ` 82. SHAIt NAPE TUNNEL tlISORS. 3. All (/EHICLE SIGNAL HEADS SHALL HAVE 5° BACKPIATES. F' 1211 R 1211 PORTLAND 4. ALt YEHICIE AND PEDESTRIAN HEADS SHAI,I BE PAINTED ORANGE HAND YEIION ON ALL OUTSIDE SURFACES, EXCEPT THAT THE INSIDE OF THE VISORS AND THE FACE OF THE LUNAR WHITE BACKPIATES SHAH BE FLAT BLACK. 1211 Y 1211 MAN PEDESTRIAN S.E. 128TH STREET AT 138TH AVE. S.E. ICI G 121 HEAD M0. INTERSECTION SIGNAL PLAN 23, 24, 43, 44, 63, 64.83, AND 84 KING COUNTY DEPT. OF PUBLIC WORKS OPTICALLY HEAD N0. DONALD 7 LA6ELlE, D I R E C T O R PROGRAMMED 21, 22, 41, 42, � t � � $ Tu STREET HEAD NO. 61, 62, 81 AND 82 P1 ANO 51 C 138�'AVE.S.E.- 156thAVE. S.E.) CALL 4$ HOURS suevcr Mo. 10 - 23 -��5,,{{- I 22 nn ROAD PROJECT No.� BEFORE YOU D!G SHEET�OF�JI�SHEETS �� Iaca- ' 1 -800- 424 -5555 AIAIMTEP4AtdcE olvlsloe4 No, 4 �1 - �:'� ar,ma v,p •.. . GATE REVISION 6Y tOV NIr ep °p la cia,l. Cp' � -"Y� °� SCANNED OCT 4 2000 �r )6 � a�w T __ _ _. __ I °� .p < H � ' � o �� ' A C v� r z I ti �i C I � �.__ � � 15 7 44 — — — ° _° —� - - —1 83 13 82 81 SIGNAL POLE N0. 4 9 TO BE LOCATED AT 4 _ _ —~ CONSTRUCTION NOTES APPROX. STA. 19 +18, 451 RT. 6 � � 23 21 �� \ f8 OINSTALL STEEL POLE FOUNDATION PER DETAIL 8, P KITH A 4 0' O INSTALL 200 N H.P.S. LUMINAIRE, CUT -OFF TYPE II TRAFFIC SIGNAL POLE PER DETAIL MASTARM, SIGNAL HEADS N0. 11, 61, AND 62 WITH MEDIUM WITH POKER DOOR AT 35' MOUNTING HEIGHT. 24 I TYPE M MOUNTING, TWO OPTICOM DETECTORS, PEDESTRIAN HEADS N0. 63 AND 84 KITH CLAMSHELL � INSTALL CONTROLLER CABINET FOUNDATION AT STA 13 10 / ' MOUNTING, TERMINAL CABINET AND TNO PUSHBUTTONS 19 +14, 41.5' RT SIMILAR TO STATE STANDARD PLAN ( PER DETAIL C -4. J -6C. INSTALL AN 8 PHASE FULL- ACTUATED // CONTROLLER, NINE LOOP AMPLIFIERS, CABINET AND I R OTRAFFIC PNITHDE�SIIMAST ASSOCIATED EQUIPMENT. i � SIGNAL POLE PERU DETAIION P ARM, SIGNAL HERDS H0. 41 AND 42 KITH TYPE M O REMOVE EXISTING TIMBER STRAIN POLE, SPANNIRE, I I MOUNTING, PEDESTRIAN HEADS N0. 43 AND 64 KITH GUT ANCHOR AND ASSOCIATED EQUIPMENT. ' Y CLAMSHELL MOUNTING, TERMINAL CABINET, AND TYO PUSHBUTTONS PER DETAIL C -4. 8 REMOVE WIRING, ABANDON CONDUITS, AND REMOVE O I EXISTING JUNCTION BOX. 10 0 10 20 I I 2 ! � G INSTALL STEEL POLE FOUNDATION PER DETAIL B, SIGNAL POLE PER DETAIL P WITH 45' O9 REMOVE EXISTING TRAFFIC CONTROLLER, CONTROLLER I ! I TRAFFIC MASTARM, SIGNAL HEADS N0. 51, 21 AND 22 WITH A CABINET AND ASSOCIATED EQUIPMENT, REMOVE ALL COI® fNt 1 TYPE M MOUNTING, PEDESTRIAN HEADS N0. 23 AND 44 WIRING FROM CONDUITS AND REMOVE BASE. BACKFILL �. •., WITH CLAMSHELL MOUNTING, TERMINAL CABINET, AND AND COMPACT PFR STANDARD SPECIFICATIONS SEC. .��0 H. F4;•. � TNO PUSHBUTTONS PER DETAIL C -4. 2- 09.3(1). . �1 C�• I i �� INSTALL STEEL POLE FOUNDATION PER DETAIL B, ,O /~ -•.�t� �' � I TRAFFIC SIGNAL POLE PER DETAIL P WITH 20' �u�,��.',? I � 1 MASTARM, SIGNAL HEADS NC. 81 AND 82 WITH TYPE M MOUNTING, ONE OPTICOM DETECTOR, PEDESTRIAN HEADS � � ', `��on.e•A:• �t I I � � � � i N0. 24 AND 83 WITH CLAMSHELL MOUNTING, TERMINAL '., f ""�EN4�� :� I I I I s CABINET, AkD TWO PUSHBUTTONS PER DETAIL C -4. •�ADNA1 �� I INSTALL 120(240 V SERVICE PER DETAILS E AND E -I � ON POLE BELOW PEDESTRIAN SIGNAL HEADS. INSTALL FOR OVERHEAD SERVICE pgAWN gy W.O.E. /C.J.0 n TRANSPORTATION PLANNING & ENGINEERIhlG, INC. �, �� I° CONDUIT AND NEATHERHEAD COORDINATE POb(ER 1100K WITH UTILITY �p+���� bb •iW����if,� CHECKED BY E. SILL �PV �', DROP. -UP DATE 2 -6 -87 I 2101 112' AVENUE N. E. SUITE 110. BEILEVUE WA_98004 (206)455 -5320 COMPANY. ROLL # 167 SIGNAL POLE N0. 3 3 TO BE LOCATED AT NOTES APPROX. STA. 19 +75, 441 RT. 1. OPTICALLY PROGRAMMED HEADS N0. 11 i 51 SHAL'l'HAYE CUT AWAY VISORS. SIGNAL FACE SCHEDULE 2, SIGNAI HEADS 21, 22, 41, 42, 61, 62, 81, ` 82. SHAIt NAPE TUNNEL tlISORS. 3. All (/EHICLE SIGNAL HEADS SHALL HAVE 5° BACKPIATES. F' 1211 R 1211 PORTLAND 4. ALt YEHICIE AND PEDESTRIAN HEADS SHAI,I BE PAINTED ORANGE HAND YEIION ON ALL OUTSIDE SURFACES, EXCEPT THAT THE INSIDE OF THE VISORS AND THE FACE OF THE LUNAR WHITE BACKPIATES SHAH BE FLAT BLACK. 1211 Y 1211 MAN PEDESTRIAN S.E. 128TH STREET AT 138TH AVE. S.E. ICI G 121 HEAD M0. INTERSECTION SIGNAL PLAN 23, 24, 43, 44, 63, 64.83, AND 84 KING COUNTY DEPT. OF PUBLIC WORKS OPTICALLY HEAD N0. DONALD 7 LA6ELlE, D I R E C T O R PROGRAMMED 21, 22, 41, 42, � t � � $ Tu STREET HEAD NO. 61, 62, 81 AND 82 P1 ANO 51 C 138�'AVE.S.E.- 156thAVE. S.E.) CALL 4$ HOURS suevcr Mo. 10 - 23 -��5,,{{- I 22 nn ROAD PROJECT No.� BEFORE YOU D!G SHEET�OF�JI�SHEETS �� Iaca- ' 1 -800- 424 -5555 AIAIMTEP4AtdcE olvlsloe4 No, 4 �1 - �:'� ar,ma v,p •.. . GATE REVISION 6Y tOV NIr ep °p la cia,l. Cp' � -"Y� °� SCANNED OCT 4 2000 �r )6 � a�w T __ _ _. __ I °� .p < H � ' � o �� ' A C v� r z I ti �i C II I I I is i GENERAL NOTES FOR TRAFFIC SIGNAL PLANS 1. INSTALL INDUCTION LOOP VEHICLE DETECTORS PER DETAILS H -1, L -3, L -4, L -5. 2. INSTALL JUNCTION BOXES PER STATE STANDARD PLAN J -11a. 3. INSTALL VEHICLE AND PEDESTRIAN SIGNAL HEADS PER STATE STANDARD PLANS J -6f, J -69, J -6h. 4. INSTALL GROUNDING PER STATE STANDARD PLAN J -9a. 5. EXISTING TRAFFIC SIGNAL EQUIPMENT SHALL BE SALVAGED AND DELIVERED TO KING COUNTY SIGNAL SHOP LOCATED AT 155 MONROE AVENUE N.E., RENTON, WA. 6. WHERE EXISTING SIGNAL EQUIPMENT IS REMOVED, VOIDS SHALL BE BACKFILLED & COMPACTED PER STATE STANDARD SPECIFICATIONS SEC. 2- 09.3(1). 7. THE LOCATION OF FEATURES SHOWN ARE APPROXIMATE AND SHALL BE VERIFIED IN THE FIELD BY THE CONTRACTOR AS NECESSARY. i II C6 ` I Lu I j Zi W � I Q� 1 CID M 4 �I �I- 3 V Ity IIII — I— - - - - -- I 40- 2 L 10• TYF 25 -- -- 5 65' lyp � 4 3 2 p. 5 I 2 4 2 3 4 Q — — 1 I I j t I I 9 I I 8 I I 8 I , I WIRE NOTES RUN RACEWAY/ N0. CONDUIT CONDUCTORS i, SAWCUT, 13" 4814 (2 TWISTED PAIRS) SAWCUT, 1.5" 6 #14 (3 TWISTED PAIRS) SAWCUT, 1.5" 8 #14 (4 TWISTED PAIRS) SAWCUT, 1.5" 12 #14 (6 TWISTED PAIRS) SAWCUT, 1.5" 2814 (1 TWISTED PAIR) 1.5" 1 -2CS /8 1.5" 2 -2CS A 1.5" 3 -2CS INTERSECTION SIGNAL PLAN a L? F } 9 I g I s I I 3 � S. E. 128TH STREET s I I I I 4 1 1 2 2TJ O� 1 3 2 3 6 I 4 r9 —65 t �y 5 5 1 2 25 5 TYP - I O I � II 5 EXISTING JUNCTION BOX. BACKFILL PER STANDARD SPECIFICATIONS, SEC. 2- 09.3(1). I 4 I I I I I I I I I I I { I I 2 I I 7 5 I CONSTRUCTION NOTES OREMOVE WIRING, ABANDON CONDUITS, AND REMOVE O I � II 5 EXISTING JUNCTION BOX. BACKFILL PER STANDARD SPECIFICATIONS, SEC. 2- 09.3(1). I 4 I I I I I I I I I I I40 II O 40 80 scab _- feet ° =y CALL 48 HOURS BEFORE YOU DIG 1 •e`.fJj701VA1 ENO��� =" 1- 800 -424 -5555 SIGNAL PHASING DIAGRAM 01 ( V5 R 02 y � 156 I �5�► 4— 03 FUTURE NOT 07 USED 04 R�B �e %% 08 PEDESTRIAN MOVEMENT —► PROTECTED VEHICLE MOVEMENT -- - - -0 PERMISSIVE VEHICLE MOVEMENT LEGEND FOR SIGNAL ❑ INDUCTION LOOP VEHICLE DETECTOR ry EXISTING JUNCTION BOX ® TYPE 1 JUNCTION BOX 0 TYPE 2 JUNCTION BOX TYPE 3 JUNCTION BOX ® CONTROLLER CABINET — — — CONDUIT WIRE NOTE, OCONSTRUCTION NOTE — — — — — — — EDGE OF DRIVEWAY EDGE OF TRAVELLED WAY — — — EDGE OF SHOULDER T S.E. 128TH STREET AT 138TH AVE. S.E. I SIGNAL APPROACH PLAN C b <y so <C Nr�nC) r 00 z w y ti d l I it z 7*0 - 0o -,Fork W L_ CD U ui J Ky L PE 2 JUNCTION BOX D w 4 D- O S2 '8 784 Y cnpQ OO�dJ + B W 0 Y 81 O Y BI o - y BI- R Y G W — WB R y G W via R y G �q/ W8 R y G W WB R Y G W WB R Y G, W WB R G W 6<7Y WB e---'B- R-- GBG W YBy Wg RB 69 W YBy WB RB w=&B YB B W B W B W — B W B W B W - B w B W B W 50! 502 581 582 583 584 58 5 586 587 588 589 611 612 G13 616 5PARE 621 622 623 626 SPARE G41 G42 a4-3 646 SPARE 651 6 52 653 G56 SPARE 661 662 Gfo3 666 SPARE 681 G8z G 8 3 G86 SPARE 721 722 723 724 725 7+1 742 74 3 744 745 761 762 7G3 7G4 7CP5 781 782 784 816 817 826 827 82G 827 846 847 85G 857 8G6 8G7 8GG 867 2840 887 886 887 ULuW ZfZ00 CL L 4 7*0 - 0o -,Fork W L_ CD U ui J Ky L PE 2 JUNCTION BOX 08 DETECTION m 4 4 w LUJ 0 ii n Ds 1- 2 2 R 64I R Y C42 Y G 1 1 G 643 C G46 W SPARE WB TYPE 2 JUNCTION 13OX 3 T 3 c7 SY � 451GNAL r C9 r�9 m �www Ct CN9C9 z !�Q rrr U�= u_ AST ARM G41 R Y 642 Y G43 G G4G W SPARE B 741 H G 742 M 84 41 q 2 W 743 C Iy03 > GI 51GNAL 3 Y 744 p p D e L= IL D- r- ef H 781 R POLE NO. I _ W6 745 C900u Op IL _ c�9c�9 X I p IM 1 782 1 G O -iU U O O-J-J w c9 cN9 U QIUOJU UQQ D C 763 W rrr It ZF- P F..FLL 43 D w 4 D- O S2 '8 784 Y cnpQ OO�dJ + I � r U 3 cn t{1 V NNN�019�19.0�� cD 7G5 wB U U d d co a9 C9 N- c9 Cp -0- %S, YC .PO OP,.�Of WASH'•. � T m 3 U C9 T tC Z: 84 �5C3TECTION K W H w - NCnc9� N S68 ¢OLQ N- L <yT Cf133sYT C93�C93T 3Mcd�9j 2C5 w U 2 *8 SERVICE wines 5T-04+08 08 SIGNAL FROM POLE NO. 4 — $fig PED. SIGNAL + Pb FROM POLE N0.4 3 OPTIGOM 83 725 WB 784 y O Lu r- Z: f 723 W - N�C9�- c9cSc3C90-000(99fV`r�f�`f Nmc9 -Ntc)d G ��rf O g X f IL C4 000 Q.:° IL 781 R IItILIL 0- L3 z ZZ0 SO IYT 0933 V- C93QY C93 T 3IYC9> 3 UJ Q 000+ ALL _3--ilu ILI + ' FV 1,- Q 0�rt 2�Oo J ULuW ZfZ00 CL L 4 D~J w w T) O n- 2 0 0 0 TERMINAL CABINET 08 DETECTION m 4 4 w LUJ 0 ii n Ds 1- 2 2 R 64I R Y C42 Y G 1 1 G 643 C G46 W SPARE WB TYPE 2 JUNCTION 13OX 3 T 3 c7 SY � 451GNAL r C9 r�9 m �www Ct CN9C9 z !�Q rrr U�= u_ AST ARM G41 R Y 642 Y G43 G G4G W SPARE B 741 H G 742 M 84 41 q 2 W 743 C Iy03 > GI 51GNAL 3 Y 744 p p D e L= IL D- r- ef H 781 R POLE NO. I _ W6 745 C900u Op IL _ c�9c�9 X I p IM 1 782 1 G O -iU U O O-J-J w c9 cN9 U QIUOJU UQQ D C 763 W rrr It ZF- P F..FLL 43 $I 0 0) 'o f)��� a a M E Q,_ N N Cn Cq TYPE 3 JUNCTION SOX NOTE: SEE SERVICE WIRE SCHEMATIC DETAIL "E -I" - D w 4 D- O S2 '8 784 Y cnpQ OO�dJ + I � r U 3 cn t{1 V NNN�019�19.0�� cD 7G5 wB U U d d co a9 C9 N- c9 Cp -0- %S, YC .PO OP,.�Of WASH'•. � T m 3 U C9 T tC IL 84 �5C3TECTION K W H w - NCnc9� N S68 ¢OLQ N- .e �'. '410NAE $I 0 0) 'o f)��� a a M E Q,_ N N Cn Cq TYPE 3 JUNCTION SOX NOTE: SEE SERVICE WIRE SCHEMATIC DETAIL "E -I" - U W DETECTION FROM S.W. Z m Q M LL %S, YC .PO OP,.�Of WASH'•. � c G IL ; K W H 05 SIGNAL FROM POLE NO. 3 — .e �'. '410NAE -OZ +04 PIED. SIGNAL +P6 FROM POLE U TYPE I JUNCTION BOXES DETECTION FROM S.W. f2 2C5 —�2 DETECTION FROM 5.W. 2C5-05 DETECTION FROM S.W. -5C 02 516NAL FROM POLE NO. 5 — 5G 05 SIGNAL FROM POLE NO. 3 — 8C - -OZ +04 PIED. SIGNAL +P6 FROM POLE 2C5 04 DETECTION PROM S.E. — 2 *8 SERVICE wines 5T-04+08 08 SIGNAL FROM POLE NO. 4 — $fig PED. SIGNAL + Pb FROM POLE N0.4 3 OPTIGOM 83 725 WB 784 y 723 W 782 G 781 R 3��U 3�c93 T 1 1 1 1 1 1 1 1 1 0 0 U 0 CO 5_E. 12-STH ST 1 `y `D �J 0-5 m6 3307Th Ar A �TC933 O6 7 0 < - N to Cg lu [n CS R ♦� U C9 T z Q s s�� N N M Z 04 _ v- N s� N _ N ¢ N N N Qf (90 C9C9C90 O T 33 C7 TIC > On IIIII 144 zw T-2463408 � V � -0 UC9T>� c9 39 a a U.1 _ SZ T c9 U 952, TYPE 2 JUNCTION N L 0 N N N OPT. BOX cs1 c9 9 U U SIGNAL POLE $2 SI SIGNAL POLE NO. 3 NO. 4 W 686 ICI W 686 C r_ 683 IGI 683 G Y 682 y y 68Z Y R 681 R R 681 R MAST ARM 0 ,a U I tY Uf 3. T3 w � 3 N 61 �y - N d1 C• N N NCO - D fl c0 p, ����rrrrrrrr N N O 587 Y 588 r r N ' >Y T C7 3 c7 3 V T 61 5 89 0 4 ISL DRAWN BY ESM CHECKED BY Y Ea A TRANSPORTATION PLANNING & ENGINEERING, INC. E. SILL DATE 2 -6 -87 2101 112th AVENUE N. E. SUITE 110. BELLEVUE WA. 98004 (206)456-5320 oprE r-- TYPE I JUNCTION 15OXE5 vim= cm�1 �� NNN NN rrr• r r 3 T 3C9� f- Q O C) U Iu F- UJ 0 Qc>.-02K03Tzso 'Qd) �>- C73�C93�Z � C93 TERMINAL CABINET TYPE I JCT. BOXES 01 DETECTION 44 "B 72$ CALL 48 HOURS Y 744 BEFORE YOU DIG W M74 1 -800- 424 -o805 a G R TERMINAL CABINET E>0awzIYTC43Qf03)- WIYc9T I-)-0Z ;ZTC932C73T S. E. 128th STREET AT 138th AVENUE S. E. SIGNAL WIRING DIAGRAM KING COUNTY DEPT. OF PUBLIC WORKS DONALD 7. LAI?,ELLE, D I R E C T O R S.E. 128T" STREET C 138 + "AVE.SE.- 156{"AVE. S.E.) SURVEY Nu. 10 - 23- 5 -1 ROAD PROJECT No. ` c72 SHEET 2c- OF- a2'-SHEETS SCALE: "o. i "c" -N)q rr .fa "cH- :y,�lAf. MAINTENANCE DIVISION No. 111 co ip..o > ro 1 ad CA `> N m> yr ti r C uJ w 0 0 U 0 CO 5_E. 12-STH ST 1 `y `D �J 0-5 m6 3307Th Ar A �TC933 O6 7 0 < - N to Cg lu [n CS R ♦� U C9 T z Q s s�� N N M Z 04 _ v- N s� N _ N ¢ N N N Qf (90 C9C9C90 O T 33 C7 TIC > On IIIII 144 zw T-2463408 � V � -0 UC9T>� c9 39 a a U.1 _ SZ T c9 U 952, TYPE 2 JUNCTION N L 0 N N N OPT. BOX cs1 c9 9 U U SIGNAL POLE $2 SI SIGNAL POLE NO. 3 NO. 4 W 686 ICI W 686 C r_ 683 IGI 683 G Y 682 y y 68Z Y R 681 R R 681 R MAST ARM 0 ,a U I tY Uf 3. T3 w � 3 N 61 �y - N d1 C• N N NCO - D fl c0 p, ����rrrrrrrr N N O 587 Y 588 r r N ' >Y T C7 3 c7 3 V T 61 5 89 0 4 ISL DRAWN BY ESM CHECKED BY Y Ea A TRANSPORTATION PLANNING & ENGINEERING, INC. E. SILL DATE 2 -6 -87 2101 112th AVENUE N. E. SUITE 110. BELLEVUE WA. 98004 (206)456-5320 oprE r-- TYPE I JUNCTION 15OXE5 vim= cm�1 �� NNN NN rrr• r r 3 T 3C9� f- Q O C) U Iu F- UJ 0 Qc>.-02K03Tzso 'Qd) �>- C73�C93�Z � C93 TERMINAL CABINET TYPE I JCT. BOXES 01 DETECTION 44 "B 72$ CALL 48 HOURS Y 744 BEFORE YOU DIG W M74 1 -800- 424 -o805 a G R TERMINAL CABINET E>0awzIYTC43Qf03)- WIYc9T I-)-0Z ;ZTC932C73T S. E. 128th STREET AT 138th AVENUE S. E. SIGNAL WIRING DIAGRAM KING COUNTY DEPT. OF PUBLIC WORKS DONALD 7. LAI?,ELLE, D I R E C T O R S.E. 128T" STREET C 138 + "AVE.SE.- 156{"AVE. S.E.) SURVEY Nu. 10 - 23- 5 -1 ROAD PROJECT No. ` c72 SHEET 2c- OF- a2'-SHEETS SCALE: "o. i "c" -N)q rr .fa "cH- :y,�lAf. MAINTENANCE DIVISION No. 111 co ip..o > ro 1 ad CA `> N m> yr ti r C e I !I I !I I I I I I SIGNAL FACE SCHEDULE R RACEWAY/ IZ" PORTLAND ORANGE HAND D(�g Y CONDUCTORS 12 LUNAR WHITE SAWCUT, 1.5" 4 4414 (2 TWISTED PAIRS) MAN 6/14 (3 TWISTED PAIRS) G /33 S 12 8414 (4 TWISTED PAIRS) 44 S SAWCUT, 1.5" 1 12114 (6 TWISTED PAIRS) PEDESTRIAN HEAD NOS. 1.5" 2 2 -2CS 23, 24, 43, 44, 45, AND 46. HEAD NOS. 3 -2CS 21, 22, 41, 42, 61, AND 62. MASTARM 1 NOTES 1. ALL VEHICLE SIGNAL HEADS SHALL HAVE 5" BACKPLATES, TUNNEL VISORS. 2. ALL VEHICLE AND PEDESTRIAN HEADS SHALL BE PAINTED YELLOW ON ALL OUTSIDE SURFACES, EXCEPT THAT THE INSIDE OF THE VISORS AND THE FACE OF THE BACKPLATES SHALL BE FLAT BLACK. SIGNAL POLE NO. I TO BE LOCATED AT I 9 APPROX. STA. 38 +78, 4d LT. 7 8 46 5 5 A I 45 5 \ - PEDESTRIAN POLE NO 4 TO BE LOCATED AT 4 APPROX. STA. 38 +73, 46' RT. WIRE NOTES RUN R RACEWAY/ NO. C CONDUIT C CONDUCTORS /1 S SAWCUT, 1.5" 4 4414 (2 TWISTED PAIRS) SAWCUT, 1.5" 6 6/14 (3 TWISTED PAIRS) /33 S SAWCUT, 1.5" 8 8414 (4 TWISTED PAIRS) 44 S SAWCUT, 1.5" 1 12114 (6 TWISTED PAIRS) A5 1 1.5" 2 2 -2CS /6 1 1.5" 3 3 -2CS A7 M MASTARM 1 1 -5C A8 M MASTARM 1 1 -5C, 1 -3CS A9 2 2" 2 2 -5C 1.5" 2 2410 (ILLUM) 2" (SPARE) 1� 2 2" 2 2 -5C, I -3CS 2" (SPARE) I1 2 2" 1 1 -8C,� 1 -5C, 1 -3CS, 218 (SERVICE) 1.5" 2 2110 (ILLUM), 2#6 (ILLUM) 2" (SPARE) 0 2 2" 2 2 -5C /3 2 2" 2 2 -5C, 2 -2CS 2" (SPARE) 14 3 3" 4 4 -5C, 1 -3CS, 3 -2CS � 1.5" 2 2410 . �- 2" (SPARE) ' '?. L5 4 4 -51C, 2 -3CS, 3 -2CS t 3" 1 1 -8C, 3 -5C, 4 -2CS Q tu, Q_/V} SIGNAL POLE NO.2 TO BE LOCATED AT APPROX. STA. 39 +38, 2 1 6 g 5 40'LT. 4 I i 2 43 i 2 � 62 7 1 7 STA. 39+ 07.11 t 2 3 SE 128 TH ST.= STA. 0 + 00 61 144 TH AVE. SE 7 8 O 24 I I W I W Z W Q Z 10 0 10 20 I 106N ' scale feet 1 S. E. 128TH STREET 3 0 SIGNAL POLE NO. 3 23 3 TO BE LOCATED AT i1 APPROX. STA. 39 +46, 41.5'RT. CONT�D INSTALI A CONTROLLER CABINET FOUNDATION AT STA 39 +39, 55' RT SIMILAR TO STATE STANDARD PLAN I f 6 J -6C. INSTALI AN 8 PHASE FULL- ACTUATED ij`�j\ CONSTRUCTION NOTES CONTROLLER, SEVEN LOOP AMPLIFIERS, CABINET AND 5 ASSOCIATED EQUIPMENT. OINSTALL STEEL POLE FOUNDATION PER DETAIL B, O REMOVE EXISTING TIMBER STRAIN POLE, SPANWIRE, TRAFFIC SIGNAL POLE PER DETAIL P WITH 35' GUY ANCHOR AND ASSOCIATED EOUIPMENT. MASTARM, SIGNAL HEADS NO. 61 AND 62 WITH TYPE M MOUNTING, PEDESTRIAN HEAD N0. 46 WITH CLAMSHELL REMOVE WIRING, ABANDON CONDUITS, AND REMOVE MOUNTING, TERMINAL CABINET AND ONE PUSHBUTTON EXISTING JUNCTION BOX. PER DETAIL C -4. 2 2 II O REMOVE EXISTING TRAFFIC CONTROLLER, CONTROLLER it O2 INSTALL STEEL POLE FOUNDATION PER DETAIL B. CABINET AND ASSOCIATED EQUIPMENT. REMOVE ALL TRAFFIC SIGNAL POLE PER DETAIL P WITH 30' WIRING FROM CONDUITS AND REMOVE BASE. y� MASTARM, SIGNAL HEADS NO. 41 AND 42 WITH TYPE M MOUNTING, ONE OPTIC.OM DETECTOR, PEDESTRIAN HEAD N0. 43 WITH CLAMSHELL MOUNTING, TERMINAL CALL 48 HOURS I CABINET, AND ONE PUSHBUTTON PER DETAIL C -4. O3 INSTALL STEEL P)LE FOUNDATION PER DETAIL B, BEFORE YOU DIG TRAFFIC SIGNAL POLE PER DETAIL P WITH 30' I MASTARM, ONE OPTICOM DETECTOR, SIGNAL HEADS NO. 1- 800 - 424 -5555 21 AND 22 WITH TYPE M MOUNTING, PEDESTRIAN HEADS I� NO. 23 AND 44 WITH CLAMSHELL MOUNTING, TERMINAL I CABINET, AND TWO PUSHBUTTONS PER DETAIL C -4. INSTALL 120/240 V SERVICE PER DETAILS E AND E -1 S.E. 128TH STREET AT 144TH AVE. S. E. ON POLE BELOW PEDESTRIAN SIGNAL HEADS. INSTALL INTERSECTION SIGNAL PLAN 1" CONDUIT AND WEATHERHEAD FOR OVERHEAD SERVICE DROP. COORDINATE POWER HOOK -UP WITH UTILITY COMPANY. KING COUNTY DEPT. OF PUBLIC WORKS INSTALL 1 I EDESTRIAN POLE TYPE AN DONAID7.LA8ELLE� DIRECTOR 5 FOUNDATION PER BASE N PEDESTRIAN D DESTRIAN FOUNDATION DETAILS, PEDESTRIAN HEADS NO. 24 AND G. E. 128�N STREET 45 WITH CLAMSHELL MOUNTING AND TWO PUSHBUTTONS (1381 "AV E.S.E- 156t "AV &.S.E.) PER DETAIL C -4. SURVEY No. 10 -29 - 5 -I ROAD PROJECT No. M192 r3T 3 INSTALL 200 W H.P.S. LUMINAIRE, CUT -OFF TYPE II SHEET 27 OF 32 SHEETS MEDIUM WITH POWER DOOR AT 35' MOUNTING HEIGHT. SCALE 101, INCH= IT. 1E. "C"= IT 9H tea° 4 ao A 'z y I ti x 24 I I W I W Z W Q Z 10 0 10 20 I 106N ' scale feet 1 S. E. 128TH STREET 3 0 SIGNAL POLE NO. 3 23 3 TO BE LOCATED AT i1 APPROX. STA. 39 +46, 41.5'RT. CONT�D INSTALI A CONTROLLER CABINET FOUNDATION AT STA 39 +39, 55' RT SIMILAR TO STATE STANDARD PLAN I f 6 J -6C. INSTALI AN 8 PHASE FULL- ACTUATED ij`�j\ CONSTRUCTION NOTES CONTROLLER, SEVEN LOOP AMPLIFIERS, CABINET AND 5 ASSOCIATED EQUIPMENT. OINSTALL STEEL POLE FOUNDATION PER DETAIL B, O REMOVE EXISTING TIMBER STRAIN POLE, SPANWIRE, TRAFFIC SIGNAL POLE PER DETAIL P WITH 35' GUY ANCHOR AND ASSOCIATED EOUIPMENT. MASTARM, SIGNAL HEADS NO. 61 AND 62 WITH TYPE M MOUNTING, PEDESTRIAN HEAD N0. 46 WITH CLAMSHELL REMOVE WIRING, ABANDON CONDUITS, AND REMOVE MOUNTING, TERMINAL CABINET AND ONE PUSHBUTTON EXISTING JUNCTION BOX. PER DETAIL C -4. 2 2 II O REMOVE EXISTING TRAFFIC CONTROLLER, CONTROLLER it O2 INSTALL STEEL POLE FOUNDATION PER DETAIL B. CABINET AND ASSOCIATED EQUIPMENT. REMOVE ALL TRAFFIC SIGNAL POLE PER DETAIL P WITH 30' WIRING FROM CONDUITS AND REMOVE BASE. y� MASTARM, SIGNAL HEADS NO. 41 AND 42 WITH TYPE M MOUNTING, ONE OPTIC.OM DETECTOR, PEDESTRIAN HEAD N0. 43 WITH CLAMSHELL MOUNTING, TERMINAL CALL 48 HOURS I CABINET, AND ONE PUSHBUTTON PER DETAIL C -4. O3 INSTALL STEEL P)LE FOUNDATION PER DETAIL B, BEFORE YOU DIG TRAFFIC SIGNAL POLE PER DETAIL P WITH 30' I MASTARM, ONE OPTICOM DETECTOR, SIGNAL HEADS NO. 1- 800 - 424 -5555 21 AND 22 WITH TYPE M MOUNTING, PEDESTRIAN HEADS I� NO. 23 AND 44 WITH CLAMSHELL MOUNTING, TERMINAL I CABINET, AND TWO PUSHBUTTONS PER DETAIL C -4. INSTALL 120/240 V SERVICE PER DETAILS E AND E -1 S.E. 128TH STREET AT 144TH AVE. S. E. ON POLE BELOW PEDESTRIAN SIGNAL HEADS. INSTALL INTERSECTION SIGNAL PLAN 1" CONDUIT AND WEATHERHEAD FOR OVERHEAD SERVICE DROP. COORDINATE POWER HOOK -UP WITH UTILITY COMPANY. KING COUNTY DEPT. OF PUBLIC WORKS INSTALL 1 I EDESTRIAN POLE TYPE AN DONAID7.LA8ELLE� DIRECTOR 5 FOUNDATION PER BASE N PEDESTRIAN D DESTRIAN FOUNDATION DETAILS, PEDESTRIAN HEADS NO. 24 AND G. E. 128�N STREET 45 WITH CLAMSHELL MOUNTING AND TWO PUSHBUTTONS (1381 "AV E.S.E- 156t "AV &.S.E.) PER DETAIL C -4. SURVEY No. 10 -29 - 5 -I ROAD PROJECT No. M192 r3T 3 INSTALL 200 W H.P.S. LUMINAIRE, CUT -OFF TYPE II SHEET 27 OF 32 SHEETS MEDIUM WITH POWER DOOR AT 35' MOUNTING HEIGHT. SCALE 101, INCH= IT. 1E. "C"= IT 9H tea° 4 ao A 'z y I ti x S. E. 128TH STREET 3 0 SIGNAL POLE NO. 3 23 3 TO BE LOCATED AT i1 APPROX. STA. 39 +46, 41.5'RT. CONT�D INSTALI A CONTROLLER CABINET FOUNDATION AT STA 39 +39, 55' RT SIMILAR TO STATE STANDARD PLAN I f 6 J -6C. INSTALI AN 8 PHASE FULL- ACTUATED ij`�j\ CONSTRUCTION NOTES CONTROLLER, SEVEN LOOP AMPLIFIERS, CABINET AND 5 ASSOCIATED EQUIPMENT. OINSTALL STEEL POLE FOUNDATION PER DETAIL B, O REMOVE EXISTING TIMBER STRAIN POLE, SPANWIRE, TRAFFIC SIGNAL POLE PER DETAIL P WITH 35' GUY ANCHOR AND ASSOCIATED EOUIPMENT. MASTARM, SIGNAL HEADS NO. 61 AND 62 WITH TYPE M MOUNTING, PEDESTRIAN HEAD N0. 46 WITH CLAMSHELL REMOVE WIRING, ABANDON CONDUITS, AND REMOVE MOUNTING, TERMINAL CABINET AND ONE PUSHBUTTON EXISTING JUNCTION BOX. PER DETAIL C -4. 2 2 II O REMOVE EXISTING TRAFFIC CONTROLLER, CONTROLLER it O2 INSTALL STEEL POLE FOUNDATION PER DETAIL B. CABINET AND ASSOCIATED EQUIPMENT. REMOVE ALL TRAFFIC SIGNAL POLE PER DETAIL P WITH 30' WIRING FROM CONDUITS AND REMOVE BASE. y� MASTARM, SIGNAL HEADS NO. 41 AND 42 WITH TYPE M MOUNTING, ONE OPTIC.OM DETECTOR, PEDESTRIAN HEAD N0. 43 WITH CLAMSHELL MOUNTING, TERMINAL CALL 48 HOURS I CABINET, AND ONE PUSHBUTTON PER DETAIL C -4. O3 INSTALL STEEL P)LE FOUNDATION PER DETAIL B, BEFORE YOU DIG TRAFFIC SIGNAL POLE PER DETAIL P WITH 30' I MASTARM, ONE OPTICOM DETECTOR, SIGNAL HEADS NO. 1- 800 - 424 -5555 21 AND 22 WITH TYPE M MOUNTING, PEDESTRIAN HEADS I� NO. 23 AND 44 WITH CLAMSHELL MOUNTING, TERMINAL I CABINET, AND TWO PUSHBUTTONS PER DETAIL C -4. INSTALL 120/240 V SERVICE PER DETAILS E AND E -1 S.E. 128TH STREET AT 144TH AVE. S. E. ON POLE BELOW PEDESTRIAN SIGNAL HEADS. INSTALL INTERSECTION SIGNAL PLAN 1" CONDUIT AND WEATHERHEAD FOR OVERHEAD SERVICE DROP. COORDINATE POWER HOOK -UP WITH UTILITY COMPANY. KING COUNTY DEPT. OF PUBLIC WORKS INSTALL 1 I EDESTRIAN POLE TYPE AN DONAID7.LA8ELLE� DIRECTOR 5 FOUNDATION PER BASE N PEDESTRIAN D DESTRIAN FOUNDATION DETAILS, PEDESTRIAN HEADS NO. 24 AND G. E. 128�N STREET 45 WITH CLAMSHELL MOUNTING AND TWO PUSHBUTTONS (1381 "AV E.S.E- 156t "AV &.S.E.) PER DETAIL C -4. SURVEY No. 10 -29 - 5 -I ROAD PROJECT No. M192 r3T 3 INSTALL 200 W H.P.S. LUMINAIRE, CUT -OFF TYPE II SHEET 27 OF 32 SHEETS MEDIUM WITH POWER DOOR AT 35' MOUNTING HEIGHT. SCALE 101, INCH= IT. 1E. "C"= IT 9H tea° 4 ao A 'z y I ti x 9H tea° 4 ao A 'z y I ti x - I I SEE INTERSECTION SIGNAL PLAN ►Ani� RUN RACEWAY/ NO. CONDUIT 1 SAWCUT, 1.5" 2 SAWCUT, 1.5" 3 SAWCUT, 1.5" 4 SAWCUT, 1.5° 5 1.5" 6 1.5" 40 O 40 80 fjJ"ONAt EM6�a� feet DIaAwN EJV w EnSI LLL L [3Y E _" T TRANSPORTATION PLANNING & ENGINEERING, INC. CHECKED rig a- w_t4't DAiE 2-6 -87 2101112th AVENUE E SUITE 110. BELLEVUE WA -98004 (206) 455 -5320 on I ROLL # 167 rEk. Y. JAL PHASING DIAGRAM FUTURE R•� ;'� PED. 08 PHASE PEDESTRIAN MOVEMENT -► PROTECTED VEHICLE MOVEMENT ` . PERMISSIVE VEHICLE .MOVEMENT C z ~ -� a �o o d �n r 00 z w S.E. 128TH STREET AT 144TH AVE. S.E. Q, SIGNAL APPROACH PLAN KING COUNTY DEPT. OF PUBLIC WORKS DONALD 7.LABELLE, DIRECTOR CALL 48 HOURS S. ethA F 8.E" 15 S AVE. - ) BEFORE YOU DIG SURVEY No. 10-93-E2-1 ROAD PROJECT N..20002 28 01=�SHEETS 1 -800- 424 -5555 SHEET x a it s MAINTENANCE DIVISION No.4— sioN ev ••• °•�° C0; r— ' s' ° SCANNED OCT 4 ZOOO 30G747 AA TERMINAL CA&INET 74 -SC-04 PED. SIGNAL + PB FROM POLE #1 TYPE I JUNCTION DOXE5 �p + — n GG 5C —OG SIGNAL FROM POLE #1 i CONTROLLER CABINET ET w 2f Ti733v-0a 3 SPARE I GG 74 SIGNAL TYPE 2 JUNCTION BOX 1 ¢ � ( 2 3 4 5 B 501 41414141414 1 SPARE POLE NO, I U vd� � ¢ 1 W 502 R SGGIE _ R 584 O Q cvc9c9 c9�rrrrr O 581 585 Y Z Y GG2 Y 586 BI 1 2 3 4 5 Y 582 W GGG W G 742 M a T U 3 � C9 3 T 61 583 to O { I I l I 3 O 584 R 74! R W 743 G Y 585 — G 742 G 131 586 MAST AMM — W 743 W Y 744 6 ff"I'm 3 R 621 Y 744 Y Wg 745 OG DETECTION Y G22 —WS 745 WB R 1241 R R G41 4�1 74 G G29 `KO Y 1242 Y Y 1242 W G2G SIGNAL WB SPARE G G43 G G G43 G POLE N0.2 C G+G W— C G4G W R 1241 SPARE WD SPARE W13 Y G42 II G G43 W G4G T O 3 3 41 42 WB SPARE It 11 IN 741 R °z R GG I Nm�� N_ Y GG2 742 G NY $zz i G GG3 cs cv c9 c9 C 74!3 W o O 6. E TYPE 2 JUNCTION w z� 1D O W GGG ¢ ,� > c9 U 744 Y BOX aj 0- o IL � � WB SPARE F m S.E. 128TH ST. 745 WB � � + 2 O O F I- �OG U OTC 43 �0- J L F LD -R 721 �2 �0'♦ QN N NN O Jtp i d) fl G 722 c9 C9 c9 c9 z Q O W 723 T —Y 724 WB 725 �TU33 04 3 Q 30 T 0 G. GL -(9 g - m cp cn 741 `n U v c> TYPE 3 G 742 _ N m G ID > v N N N JUNCTION BOX W 743 59 0 U 0 ¢ ¢ Y 744 0 0 u 0 WS 745 CD Q!: U UU U U tc > c9 v w c0 to kl 1LY SG R 741 c9 c� N - Q I SG cq 126 G 742 N �cNS�OO 8G 5 W 743 ¢ O T 74 58 yHY 744 < 66 5 WB 745 3 3 c9 T 74 122 B 826 02 DETECTION 124 124 W 827 GG B 826 4 :05 2 a I D 72 — W 827 TYPE I JUNCTION BOXES 45 �1 745 Y 744 W 749 C / G 742 M IN 741 H TYPE 2 JUNCTION BOX 82 2C� —{h2 DETECTION FROM S.W. 82 2C$ -02 DETECTION FROM 5.W. 74 5C -04 PED. SIGNAL + P6 FROM POLE NO. 4 72 5C -02 PED. SIGNAL + PB FROM POLE NO. 4 04 DETECTION CLPEDESTRIAN POLE 110.4 '.� ®_ �� SBT� �'• �J,�ONAL- ENO�j. ° ¢4 DETECTION FROM 5.E, 74 0 84G 02 DETECTION FROM 5311 2C9 82 74 W 847 02 DETECTION FROM 5.W- 2C5 132 72 — 6 846 04 PED- SIGNAL +P5 FROM POLE NO. 5C W 847 02 PED. SIGNAL +P5 FROM POLE 140.4 5C - O 84 82 15 8GG 04 DETECTION FROM S.E. 2C5 ° g2 W 8127 914 DETECTION FROM 5.E. 2CS 84 S4 B 8GG �2 OPTICOM FROM POLE NO. '3 9C5 8 51GNAL 84 W SG7 POLE NO-3 �2 +�4 PED. SIGNAL +P8 FROM POLE NO. SC 772 ¢2 SIGNAL FROM POLE NO. 3 5C 62 86 SG W SG7 S SERVICE FROM POLE NO. 3 2 #8 SG NOTE: SEE SERVICE fog SCHEMATIC DETAIL "E -I" T� m W6 725 X I Y 744 w 4oa S. E. 128th STREET AT 144th AVE. S. E. o W 723 C SIGNAL WIRING DIAGRAM �TC7333�c93? 3 IK c9T G 742 M c~j 3 T 3 c9� i R 741 H KING COUNTY DEPT. OF PUBLIC WORKS � DONALD JJ LABELE D I R E C T O R i28T" STREET cs cs cs c9 r r r r r rr r C138 AVE- S.E. 156 Al E.S.E.) CALL 48 HOURS SURVEY No. 10- 23 -5 -I ROAD PROJECT No.90012)2 r r = BEFORE YOU DIG 29 r _ � r�(� F- iC T C9 3 � 3 T SHEET OF�_L_SHEETS LJ IU M 3 QcC9 T I A,E „oe —. -N)A�l — ---All 1 -800- 424 -5555 DRAWN BY S. CUARESMA TRANSPORTATION PLANNING & ENGINEERING, INC. MAINTENANCE orvlsloN Nc.� .y.; CHECKED BY E. SILL PF Eo l , DATE 2 -6 -87 �PY 2101 112th AVENUE N_ E. SUITE 110, BELLEVUE WA. 98004 (206)455 -5320 APP- Y ,o„ .o,o ,,.oar,,.. -- �K.• •'°','' ' oaTe visioH ev - -.n° ROLL # 167 F, :7 ( p > �o 0 ' <z N m� r a z - N iI e� I i I i I I�d�o,, '� � _�.il � =I SIGNAL POLE NO I TO BE LOCATED AT APPROX STA. 78 +18, 37�LT. f3 �� 13 8 � C(ir � / �� 62 61 2 I 5 .f 3 Ci ®NJTI��\iTl ®� N ®TES PEDESTRIAN POLE N0.4 TO BE LOCATED AT 4 Ol INSTALL STEEL POLE FOUNDATION PER DETAIL B, APPROX. STA. 78 +II, 45�RT TRAFFIC SIGNAL POLE PER LETAII P WITH 30' MASTARM, SIGNAC IIEAOS N0. 61 AND 62 WITH TYPE M MOUNTING, PEDESTRIAN N�AD N0. 46 WITH CLAMSHELL. MOUNTING TERMINAL CABINET AND ONE PUSHBUTTON PER DETAIL C -4. I j O INSTALL STEEL POLE FOUNDATION PER DETAIL B, TRAFFIC SIGNAL POLE PER DETAIL P WITH 35' MASTARM, SIGNAL HEADS N0. 41 AND 42 WITH TYPE M MOUNTING, ONE OPTICOM DETECTOR, PEDESTRIAN HEAD I N0. 43 WITH CLAMSHELL MOUNTING, TERMINAL CABINET, AND ONE PUSHBUTTON PER DETAIL C -4. INSTALL STEEL POLE FOUNDATION PER DE TA II B, TRAFFIC SIGNAL POLE PER DETAIL P WITH 30' MASTARM, SIGNAL HEADS N0. 21 ANO 22 WITH TYPE M MOUNTING, TWO OPTICOM DETECTORS, PEDESTRIAN HEADS N0. 23 AND 44 WITH CLAMSHELL MOUNTING, TERMINAL CABINET, AND TWO PUSHBUTTONS PER DETAIL C -4. INSTALL 120/240 Y SERVICE PER DETAIL E AND E -1 ON POLE BELOW PEDESTRIAN SIGNAL HEADS. I INSTALL 1' CONDUIT AND WEATHERHEAD FOR OVERHEAD SERVICE DROP. COORDINATE POWER HOOK -UF' NITH UTILITY COMPANY. O4 INSTALL PEDESTRIAN POLE 7Y PE PS AND FOUNDATION, PEDESTRIAN HEADS N0. 24 AND 45 WI 1'H CLAMSHELL 8 MOUNTING AND TWO PUSHBUTTONS PER DETAIL C -4. �� 5 INSTALL 200 W H.P.S. LUMINAIRE, CUT -OFF TYPE III G MEDIUM W[TH POWER DOOR AT 35' MOUNTING HEIGHT. OINSTALL CONTROLLER CABINET FOUNDATION AT STA 79100, 39' RT SIMILAR TO STATE STANDARD PLAN J -6C. INSTALL AN 8 PHASE FUII- ACTUATED CONTROLLER, SEVEN LOOP AMPLIFIERS, CABINET AND ASSOCIATED EQUIPMENT• O1 REMOVE EXISTING TIMBER STRAIN POLE, SPANWIRE, GUY ANCHOR AND ASSOCIATED EpUIPMENT. 8O REMOVE WRING, ABANDON CONDUITS, AND REMOVE -- -, , EXISTING JUNCTION 80X. - ,\O- FI -F�,e' �OP'e °Ew'tiM1C I F °. ., ,.•� ; O9 REMOVE EXISTING TRAFFIC CONTROLLER, CONTROLLER %%�;Q��• CABINET AND ASSOCIATED EQUIPMENT AND RE -ROUTE 6C_J EXISTING FIRE STATION PRE- EMPTPON WIRE TO NEW CONTROLLER. REMOVE WIRING FROM CONDUITS AND � A ��9F' `�� I .. $� �S�EP t�,i REMOVE FOUNDATION. �'. �ffJ /OMALEM6��: 10 INSTALL OPTICOM DETECTOR ON LUMINAIRE ARM. SEE ,,,, - -- - ILIUMINATION PLAN. 10 0 10 2 DBnwFJ BY W. O.E /s P 7Ro'f��� :BJk u01s Teat CHECKED BY 2 -6� 87 - DATE _ -- I��LL # 167 t W Z W Q (— (1) 41 42 SIGNAL POLE N0. 2 � i ! ` TC 8E LOGAT EG AT I APPROX. STA. 78 +83, 37' LT. 2 F; � E4 � �1 %� I 6 5 - - -- 1 ,� _�.�� -- - -- -- r-- - f 4 � 2 43 7 S. c. 128TH ST. 7g +51.12 � i I , 2 I 2 = 0 +00.00 156TH AV E. S.E. � I 2 __ zI 22 I 1 1 la S. E. (28TH STREET 9 .,i /��, !� I -V_, ����© ���� �/ I� l I� T I� II �� �� I� � � / 0 0 X O a �-- - - - - -- �--- �— °°----- -- - - -- 8 15 SIGNAL POLE N0..� 7 3 TO BE LOCATED AT APPROX. STA. 78+ 87, 42� RT. SIGNAL FACE SCHEDULE /WIRE NOTES ii �y}� PORTLAND RUN RACEWAY/ R I2 R I2 I� � ORANGE HAND N0. CONDUIT CONDUCTORS (LS/ LUNAR WHITE Ql SAWCUT, 1.5• 4114 (2 TWISTED PAIRS) Y 12�� Y 12� MAN �2 SAWCUT, 1.5• 6x14 (3 TWISTED PAIRS) G 12° G I2" PEDESTRIAN HEAD NOS. Q3 SAWCUT, 1.5• 8x14 (4 TWISTED PAIRS) 23,24,43,44,45,46. G/ " HEAD NOS. �4 SAWCUT, 1.5• 12x14 (6 TWISTED PAIRS) F IZ Q i.s• 2 -2CS Y 21, 22, 41, � 42, AND 62• CALL 48 HOURS 0 1.5' 3 -2CS HEAD N0. 61. Q 1.5• 1 -3CS BEFORE YOU DIG !°� LUMINAIRE ARM 1 -acs NOTES 1-800 -424 -5555 /�9 MASTARM 1 -SC 1Lj0 MASTARM 1 -5C, 1 -3CS 1. ALl VEHICLE SIGNAL HEADS SHALL HAVE 5• BACKPIATES, TUNNEL VISORS. 11 MASTARM 1 -5C, 2 -3CS 2. ALL VEHICLE AND PEDESTRIAN HEADS SHALL BE PAINTED [1Zj MASTARM I -8C YELLOW ON ALL OUTSIDE SURFACES, EXCEPT THAT THE Q INSIDE OF THE VISORS AND THE FRCE Of THE 2' 1 -BC, 1 -SC BACKPLATES SHAII BE FLAT BLACK. 1.5' 2x10 (ILL UM) 2• (SPARE) 3. THE ARROW SECTION ON HERD N0. 61 SHALL BE A CHANGEABLE DISPLAY WITH GREEN AND YELLOW ARROW I4 2• 2 -SC, 1 -3CS INDICATIONS. 2' (SPARE) 2• 1 -8c, 1 -sc, z -acs, ere (SERVICE) S.E. 128TH STREET AT 1;,6TH AV E. S.E. 1.5• 2x10 (ILIUM) 2" (SPARE) INTERSECTION SIGNAL PLAN 2• z -sc KING COUNTY DEPT. Of PUBLIC WORKS 2• 2 -SC, 2 -2CS, 1 -3C (FIRE) DONALDSn.LABELLE, DIRECTOR 2• (SPARE) �,�, IG 8TH STREET �8 3• 1 -BC, 3 -SC, 1 -3CS, 3 -2CS C138�'AVE.S.E- 156�''AVE.S.�.) 2' ( SPARE ), 1.5" 23810 ( ILIUN) SURVEY No. IO - 23- 5- I ROAD PROJECT No.�2 °e (j 9) 3• 1 -8C, 3 -5C, 3 -3CS, 2 -2CS, 1 -3C (FIRE) SHEET�� OF�ZSHEE75 �04� 3' 1 -8C, 3 -SC, I -3CS, 5 -2CS = 10 " .E, �•� " =N/p" � � 2° (SPARE) ,�.�. moo. �w�H r, i 1.5- 2x8 (SERVICE) .......°.....�• ......•..... .._ 4 '� , r,.- -_ - -.� -- C'� �� �� O < H �' 1 „ �o N sd o - im -� a � ' A � � �, z W ® y w, °�. x SEE INTERSECTION SIGNAL PLAN I 1 i 1 5 4 3 2 1 2 ' i •T I�'-- s- iT = -_� _ I 4 4 1 5 -2 3 4 I 5 - 3 S.E. 128TH STREET 1 , 1 7 i 7 to I I ) I cl 3 I k � I4 4 II I I I I I CONSTRUCTION NOTES REOVE EXISTING N JUNCTION DON BBOX. BAICKFILL� PER REMOVE SPECIFICATIONS, SEC. 2- 09.3(1). 10 INSTALL OPTICOM DETECTOR ON LUMINAIRE. SEE. ILLUMINATION PLAN. W x II SIGNAL PHASING DIAGRAM NOT 5 �I �. USED 02 4 0s i o 031 U ED I I USE D 1 O7 04 T- .s NOT 08 USED +yam .PEDESTRIAN MOVEMENT PROTECTED VEHICLE MOVEMENT -- -- -` PERMISSIVE VEHICLE MOVEMENT C �o — ad z w I WIRE NOTES RUN RACEWAY/ S.E. 128TH STREET AT 156TH AVE. S.E. NO. CONDUIT CONDUCTORS SIGNAL APPROACH PLAN (h SAWCUT; 1.5° 4 #14 (2 TWISTED PAIRS) 112\ SAWCUT, 1.5" 6 #14 (3 TWISTED PAIRS) :d�ol la 3 SAWCUT, 1.5' 8 #14 (4 TWISTED PAIRS) _ CALL 48 HOURS' A SAWCUT, 1.5- 12 #14 (6 TWISTED PAIRS) • : �P; to i :�`` � �`.'•� S ^' 1.5° 2 -2CS (1�8�'AVE.S.E- 156�'AV6.S.E.) SURVEY No. 10 - 99- 6 -I ROAD PROJECT No. '200192 66 1.51 7\ 1.5° 3 -2CS 1 -3CS 40 0 40 80 1`800.424.5555' A8 LUMINAIRE ARM 1 -3CS i •T I�'-- s- iT = -_� _ I 4 4 1 5 -2 3 4 I 5 - 3 S.E. 128TH STREET 1 , 1 7 i 7 to I I ) I cl 3 I k � I4 4 II I I I I I CONSTRUCTION NOTES REOVE EXISTING N JUNCTION DON BBOX. BAICKFILL� PER REMOVE SPECIFICATIONS, SEC. 2- 09.3(1). 10 INSTALL OPTICOM DETECTOR ON LUMINAIRE. SEE. ILLUMINATION PLAN. W x II SIGNAL PHASING DIAGRAM NOT 5 �I �. USED 02 4 0s i o 031 U ED I I USE D 1 O7 04 T- .s NOT 08 USED +yam .PEDESTRIAN MOVEMENT PROTECTED VEHICLE MOVEMENT -- -- -` PERMISSIVE VEHICLE MOVEMENT C �o — ad z w I S.E. 128TH STREET AT 156TH AVE. S.E. SIGNAL APPROACH PLAN KING COUNTY DEPT. OF PUBLIC WORKS -,\O•H••�NC', • w�sN ''., _ CALL 48 HOURS' DONALD 7. LA BELLE , DIRECTOR S.E. 128 STREET • : �P; to i :�`` � �`.'•� S ^' BEFORE YOU DIG I (1�8�'AVE.S.E- 156�'AV6.S.E.) SURVEY No. 10 - 99- 6 -I ROAD PROJECT No. '200192 'Af °'STEP�'�'•`b� 40 0 40 80 1`800.424.5555' y., SHEET 1 OFVSHEETS a AJJ�ONAL fNV ``••••..•'' scab feet .. sC ni E: HOE :HCw_p)rA F+. VE. :NCH_`NjA* • tom* ' DRAWN BY W. ENGER - MAINTENANCE DIVISION N..� Z 1 r`E''0�t� ® CHECKED BY E. SILL TRANSPORTATION PLANNING & ENGINEERING, IN ° >`�.� 4, r�r'•..,,�,.,,. +,; •rrEOVEO •r: _ DATE 2 -6 -87 2101112th AVENUE N. E. SUITE 110, BELLEVUE WA. 98004 (206)455 -5320, DATE REVISION BY ,��•({•�) ,�s SCANNED UCT 4 ZOOO �!� %` °P +d�j ti B )DN 9.5 1890 il0ilt Wi OV- ( T DD 7 ROLL # 167 t to I I i l l III I Wilk I W —RB SPARE RE W SPARE 4wb P, 66 I R Y GG2 Y G 663 G -YB 664 YE —GB GG5 GB W + GGG - W — R 741 R G 742 G W 749 W Y 744 Y WB 745 WB TERMINAL CABINET f f1= a E 02 DETECTION -BC 74 4 PED. SIGNAL t P6 FROM POLE #I 66 _0G+01 SIGNAL FROM POLE # 1 SIGNAL TYPE 2 JUNCTION BOX POLE NO. I R M7+ G W Y 744 WB 745 46 TU3 Q!f3Tc09 - Nm�9���Ftn N c90 0 cvaaC9cv O 0 0 0 0 O IYT0U K>(D V N 3 TYPE I JUNCTION BOXES 45 n1B 745 Y 744 W 743 C G 742 M R 741 H PEDESTRIAN POLE NO.4 = F u — N M Sr O 3 T 3 TYPE 2 JUNCTION BOX 584 O 585 Y 58G Bt �r 0 MAST ARM R 641 R Y G42 v G 643 G C 646 W SPARE --Wb IN S.E. 126TH 5T. ♦— OG f— B, iw 11 04 lu ai Q r L9 IS) 3C 04 HARDWIRE PRE- EMPTION 2CS - 02 DETECTION FROM S.W. 2C5-02 DETECTION FROM S.W. 5C —04 PED. SIGNAL + PB FROM POLE #4 5C —02 PED. SIGNAL + P6 FROM POLE #4 EXISTING HARDWIRE (3C) TO FIRE STATION ,gyp H. F,I; •.. � f ��• �1��01YA'ENO��.� 04 DETECTION TYPE I JUNCTION BOXES CONTROLLED CABINET ? 0 3 3 >Y 01 3 1 3 I IN 501 B 502 L O 581 T_ � 1 2 3 4 5 -Y-- 582 �d �dm¢d cod in 1 uUi 61 583 o c9 c9 OC9a- rl,rrr I F O 5$4 u� p 587 Lu - - -L�r- v 58s 6 0 1 2 1 3 I BI 589 � 1 - I R 621 v �6 Y ('022 w 74 F OPT. G G23 G41 R SIGNAL Q W 626 G43 G POLE NO-2 W SPARE 646 W R 641 'PARE _=w6=_ Y G42 O 1 m G 643 92 W 646 WB SPARE H 741 R GGI Z Y "662 G GG3 L TYPE 2 JUNCTION BOX C) DO-. Z L L YB 664 cs 744 Y z z$ z o o o u�, ILLUMINATION B GG5 745 W -3 LL, IL o POLE W 666 I Q_jafaoz0 0� RB SPARE U c4 T SL 43 + o + F F- - W SPARE uU �EJ��� uSi Uv R 721 �¢NNNN ��LJatu~ a- 0 G 722 p1 �C9 C3 C9 �0 ZCDQ p p0 W 723 Ov ¢� 0 O Y 724 O 0- 0 I I I I S 725 3 3 C7 T OPT. O 8 0- 2 R 741 + N cn N cn v e t C9 ch v v v U TYPE 3 G 742 02 rl � O 019 0 Zg 6 N N N m JUNCTION BOX W 743 co OPT. u�i Y 744 5 WB 745 �UCR� L✓ ¢ �m� O1� v UUCJ 81 8 RBR 741 tntnto m>n� a cN9 cN9 cN9 N = F_ 86 S GB G 742 a O ? (86 58 w 743 1 704 58 Y5y 744 66 B 745 3 7¢ G2 B SIG 64 64 W 817 GG v B 826 7 W 827 74 B 82G 04 HARDWIRE PRE- EMPTION 3C 74 W 827 {62 DETECTION FROM S_W. 2C5 g 72 B 84 �2 DETECTION FROM 5_W. 2CS 82 W 847 7 04 PED. SIGNAL + PB FROM POLE NO 1 5C 74 81 B 84G 02 PED. SIGNAL + PB FROM POLE NO.4 -5 72 g2 W 847 434 DETECTION FROM 5.E_ 2 84 82 B 866 �4 DETECTION FROM S.E. 2CS 84 02 OPTICOM FROM POLE NO. 3 3C5. W 6G7 SIGNAL POLE N0.3 02 +04 PED. SIGNAL +PB FROM POLE FRO. ac n 84 - B OGG �2 SIGNAL FROM POLE NO. 3 5C n 86 W 5G7 NOTE: SEE SERVICE S SERVICE FROM POLE NO. 3 2 #8 n 86 SCHEMATIC 5 -OG OPTICOM FROM POLE -NO. 3C5 DETAIL "E" G 2 44 T`28341 ®E (1) W 725 o 0 Y 744 z (II I W 723 c S.E. 128TH ST. AT 156TH AVE. S.E. O O` 3 3 >C c4 3 1 3 K O T G 742 M SIGNAL WIRING DIAGRAM w ` R 747 IN I KING COUNTY DEPT. OF PUBLIC WORKS L m U1 c1- a — N c9 — N R1 .(}- — N d' DONALD 7. LA 8711 , DIRECT 0 R N NN < NNNNaNNNNNCYtI•d' G. E. I2�T1� STREET U r r N N N c9 <5 C9 c3 1` r r r I` r r r 138th AVE. S.E.- I5G {NAVE. S.E. CALL 46 HOURS SURVEY No. 10- 23 -5 -1 ROAD PROJECT NB. 200192 J i BEFORE YOU 010 2�7 SHEET_ 39OF�SHEETS w T cR 3 3 if C4 3 T 3 2 1 T 1 -800- 424 -5555 C.FE:xoE.Ix—urn F,. rE, ,xcx_,r<AE,. MAINTENANCE DIVISION No. DRAWN BY S. CUARESMA TRANSPORTATION PLANNING & ENGINEERING, INC. s. •x,5,1` CHECKED BY E. SILL DATE 7 -6 -87 E 2101 112th AVENUE N. E. SUITE 110. BELLEVUE WA. 98004 (206)455 -5320 DATE REVISION BY wu . eo.o FxcixFE. ROLL # 167 .SCANNED OOT & Z000 nr _a -7 V C ro C H r z w 03 w x Md6- IN . fr%# ION SIGNAL PLAN I I nv F I ETA G% 5 L --- -- - - -- - - - -- -- - -- — ,`1 \� i E L— i q i -- u — — — — — _ 2 / i _ �i � � '3 S.E. 128 TH STREET -- — - -- - -- �, _ — -�- -- —� , — ---g •."`— j \\ — — — — �L60�S SQL /% 6v% FdR � q - I — -?- '. 5._ l SJ.. 5yi r 6 ?F- ntflTi .7JOTyEIcS Ti L� I RrcTba -7'� 7i f9 /s1 /uE. Li J� I' " SIGNAL PHASING DIAGRAM Ij j I WF S8 L?1H ri/JJ 7 /may $'3' W z NOT 9(5 U5ED - - I F}DW E8- riJ' SSE 9cDly I i I - ' ADD f0 6 FoRe A/Ew WIRE NOTES `: l ?_ ; � -� e-- `( 1�EDESTR/AA/ CgOSSGVC _ 6 RUN RACEWAY/ i2ss NO. CONDUIT CONDUCTORS ,SAWCUT, . 15 ` 4 #14 (2 TWISTED PAIRS) 1 T ' . OTffdf25 4 2 SAWCUT, 1.5° 6 #14 (3 TWISTED PAIRS) it 3 SAWCUT, 1.5" 8 #14 (4 TWISTED PAIRS) T- 20340 1i 4 SAWCUT, 3.5" 12#14 (6 TWISTED PAIRS) : 5 1.5" 2 -2 CS ? 03 NOT NOT 07 USED USED 6 1.5" 3 - -2CS ' U rn i- 4 21 SAWCUT �� Z -h -f �TW/STED P,4 /R� I�j' fJDD /UEt� MD/FA4E}%�� �2 / /z -2�5 ! I cn 1 ire JFA -/CHD Avg N.F / FUTUIRE 23 / /2 /C'GS 2/Z IPPB) --� �4 r'Era. 08 2 /} �12yGlJT / u // /�f �Z %li/ /sTED PA /RSA il �tiA°✓E f/ND/c9T�s THE 7yF 9 5x 2 ° Z� C I Iz f/8 �y,2v MovFM�vt it /A 2 �/O /Za/m �143,01Jolv) a /s 6N i=xl�rw�- L%4 zwe 2 �2 i6v/s?xD /�i %lzS) p T PEDESTRIAN MOVEMENT Z� �- A23TFC D VEHICLE MOVEMENT d ! - PERMISSIVE VEHICLE MOVEMENT 34 S.E. 128TH STREET AT 144TH AVE. S.E. SIGNAL APPROACH PLAN KING COUNTY DEPT. OF PUBLIC WORKS DONALD TLAULLE , D I R E C T O R o.w;=. S.E. 128"" STREET CALL 48 HOURS c IsaAVE.s.e- 156thAVE. s.�.) BEFORE YOU DIG SURVEY No. 1Q-Is 5 --Q1 22nn ROAD PROJECT No QML(22 1- 800 - 424 -5555 SHEET�SZC)FLSHEETS4 r'A c °,Ft�a�r 40 0 40 80 `fJJ /OMAI EM�`d +`. .- scab feet MAINTENANCE DIVISION No: 4'— y CIHUCK rJV N ENGCk_. -= `j1� TRANSPORTATION PLANNING & ENGINEERING, INC. CHECKED [3Y E. SILL 1i�1 •rr.or.o �r'' �1J,• � ♦.„ DATE 2. 6 -87 _ 2101 1121h AVENUE N. E. SUITE 110, 13.E1 -LCVUE WA. 98004 (206) 455 -5320 DOTE . +r viti:on '�o io i c :. - - •44 �: C��kQF- �dSCANNED scaNNeo SEP 13 ZOWo T— '�ytaA OCT 42000 177 r f t't%i' O P6GocAT Sax @ YvLE- 8AsE �R 6�P�cHD L)v� 7JEsl�iv S{GN,�L FACE SCHEDULE NOTES �.� _ 1N ALL NEw LfaZSg 2E �7_ 2 of 9EL/M //YAtzy Q 6/y X /S7/Nf SY�iilfiL c �lau/v/ / 1� 4 / I. ALL VEHICLE SIGNAL HEADS SHALL HAVE 5" BACKPLATE R j2 PORTLAND C c N/S'//� rid N7JN z� f/ORI�bAl,�L ORANGE HAND A TUtiNEL VISOR_. y i �DIY77FOL. 2. ALL VEHICLE AND PEDESTRIAN HEADS SHALL BE PAI NT 0n f l - - - - - -- i N Y 12! "^ "" " YELLOW ON ALL OUTSIDE SURFACES, EXCEPT THAT T ?LL LADJJfR -, INSIDE OF THE VISORS AND THE FACE O T �NST/�L°� 6,xS L6aP 1� 8 /-MdD,s/ BACKPLATES SHALL BE FLAT BLACK . TYPE X- -WAL1: / RELOCATE EY15TIn T-S °x ii ,jIiW s/{I/- SE/ FavE7e ¢oMsncH Yn /cAL - 8 �H�A77 LED G €2 STD 1-/0/2 6 -RICHo Av' --. NC PEDESTRIAN HEAP NOS. S/WL:R'1 M5. E�EA/ ells7� 1- ?"¢CliEi9y¢��PaLF fauNpAj/oN r; nE �n�n 3ll 23 4 _45__A NJ 6 . E�fTF -jYA - Z -2 `� CUNPU ?� Pi'OM ✓ -BdX SfE =2o 7�RWt Fee �c/mlt c�NQOiTRVa! %H�PM S /0' BLS' c17M -- .#-ILT�Y) �D[7 PAD H�Ans FROM ✓ -AOX f^ �OLb �AsE L� s7AlL DbUBLE YRELLow SrRIPF aTH -FRS /ADD HEAD Nos- SIGNAL POLE NO. !G " *A� POLE NO. 2 'EP /iDN STD 1f002 Ta HEAp Zi — 2; 22, 1 42 s! ,AND sa Nos 2S� 2� w Pl'�s '1'K ABgvDDN x- <O�DO// kv . eE LdCATEp AT 7H /s p/lOTFcT TO BE LOCATED AT ADD Jr /fNAk A AD5 APPROX. STA. 38 +718, 4 j Z / -STA. 39 +38, 2 Nos 8/ & SZ s is \ ✓��IcHO fluF /1/_F- ��TEcicRs _` - F°R r ?P�1�jS ?PD x'2 3- / •--' � clhd � VF_ jVFV T UARC/ NG o ' _. T'LAT FRoAfiA E- F'}'oThFRS X-W HA _ AAi1NDON FDIPMF-7Q 12 /OS {\ S �lKE LANE AL DLyG F/Dr/iA f Y 6 /� /GLUM AJ /v� 4 j S %0,(/EWS,/W 4 k. s /y✓TO3gRSA ARY STD H02 1 a�S /yuAL P °L Z 1 11YS1flLL 2 - 3X2; 5TH //oOy 271KELA,UE / .f 46 SYMf�oLS - LOCATD /ry FTL1' TER /CHo SrA O� 93 8 L�> r 3 j 5 I ' 43 &.5- ALL POLF- FDUnrDAT1D// STD X019, 3/ S9IJARL` oe PodNx/sTiN4 5 /CN<IL PaLE /i/ °1 I %�TPFTfoLE S ?Oi 7 i E/ S /�NAt /%A1ts B Lvtil /Ny7/.'� 70 w S MA W 5 /,N/1L HEAns /i/`l Z �Z 62 �� LPflvrArL Div SSW CD,�vFK - nED h/FADS y',26' //V, L /�P/3r N °ZG //! I ( STA. 39 +07. =: NIOU� /Nl ('yPE ✓dzj'� TOED �1ASW CLAM ! SE !28 TH ST. _; I� / I BEHOVE DP OF �(. A/6 g ¢ STA. 0+00 FOG7✓Il/4f /ON T3EGvUl 144 TH AVE. SE , �oR NCry LEFT T R.✓ cv�a g o7jr"'_�IP92AnE FovND'Yf /O v /OT A7 /P9DE . /NS $ 51REFrNAnaE 5/ (T'/c/ /oAvE �) ! ) 51y:' flra/c>' i i `i%aP/POf1cH %' /AJN SHEET /{�DED ,tY d1H�' sTa �oZ2. W/s 5 /LVE » cRL v. 1 151 -mrF Tf/ E =1L /v� — • y[f)Ns P PfJXPD /NS IL PDiE F�i1N,9Ai /aN s1D ✓a19".- /1% �rrf) , �T3oL1S 1L ffaLTC /iPCLfTocN FXIST/�✓� s /,lUi1L 1 { i 7 R NEw STRipiivs f L .% 2 1 rnvrnlTrxRLly.ro✓ T -a °X /ivy ray /a,1 /•vnA1L 2 L-T S /GNAL /i AP 7o r�E /aDUL 3 S. E. 128TH STREET ROWS SEE /GLUM /ryAT /vn/ FORH R POLE RV g . / imu- slS -'V& yFAO} r/1 g/ PZ, ; g ?H /s o ✓-c7- T /- &PPAL� - ( jj NFW OP7 /rn tf �E7a a S£11YFFr sljNA[ HEAAS�To31J 5 /2 I 1/vrTALL P.ED H$/W 7ic F 9S a)V CMMrHELL y/y - -IY LT DF_TFnrva I ' L /N17ALL _ _ Lon4T� :^Y ? 1 : - "-- '- `- •-'�-° / `2 /N mL_ RID -I2 516N, 2!/x30 — ! � . { $ �LEFJ TUfzN Y /ELD aN G2E� /Ll ) -16 Ak I Kl= -DSE PFDY.FADSaPPP.i !EE � l?� I i - - - -- I / NOTf gAOVF ! 44 I I f 45 I$ 7 - . � si � I I s � COryT12aLLEfc', M(/Lj /S°N /c5 MODEL SZD 5 \ ENO iyio 9F -O / dDVL6 5 - olfA /i/Y1.i � ��lf . <fiTd� /ETLV/RED Fd _ . 8 //bH PHAsCs �gP�7 �/IRsES r 283411, PEDESTRIAN E NO. 4 - 2/t "`-' , TO BE LO D AT �\ 24 23 SIGNAL POLE NO. 3 APPR STA. 3$ +73, 46' RT. 3 TO BE LOCATED AT WIRE NOTES -> ,�-�,- r- -- --- -' --� — — _— -- -- / (1 X APPROX. STA. 35 +46, 41.5'RT. CONTID fA aoN faRMER RoN / j f 15 RUN RACEWAY/ ! ' NO. CONDUIT CONDUCTORS ( l t x�c O INSTALL A CONTROLLER CABINET FOUNDATION AT STA sP6/cE ILL UM /NAT /o,UC/RCV,* To --x/fr/rry 7rVNN °.' 13 1 1 1 1 39 +39, 55' RT SIMILAR TO STATE STANDARD PLAN SAWCUT, 1.5• 4 }14 (2 TWISTED PAIRS) 5/JoWNON /GLOM /NA7lvNPLANfyErT2 /Of 3?. I 6 J -6C. INSTALL AN 8 PHASE FULL-ACTUATED CONSTRUCTION NOTES AN < CEA. 1/ L/ RHAYAR 'RE�JPE- LA/1P.fEE ✓'o />'.I ✓'a °�- � � j � rJ CONTROLLER, SEVEN 100P AMPLIFIERS, CABINET AND Q2 SAWCUT, 1.5• 6 }14 (3 TWISTED PAIRS) ;1 ASSOCIATED EQUIPMENT. .�z.z O INSTALL STEEL POLE FOUNDATION PER DETAIL B, O REMOVE EXISTING TIMBER STRAIN POLE; SPANWIRE, �3 SAWCUT, 1.5' 84114 (4 TWISTED PAIRS) �( ADD 2cs Forz L Tf -_7 DEj�C7 /Dy L/OME R ( CA�VNG I TRAFFIC SIGNAL POLE PER DETAIL P WITH 35' GUT ANCHOR AND ASSOCIATED EQUIPMENT. # MASTARM, SIGNAL HEADS NO. 61 AND 62 WITH TYPE M 4 SAWCUT, 1.5' 12}14 (6 TWISTED PAIRS) # AA/J 2cs FaT1 ✓�r2�c / /UfNCNED ECriON ✓rc�o2 -nE7s 1 ( 1 MOUNTING, PEDESTRIAN HEAD NO. 46 WITH CLAMSHELL O REMOVE WIRING, ABANDON CONDUITS, AND REMOVE Q5 1.5" 2 - 2CS JDD �c F°r2 E>/ -cT f> rJOOAL 5 /GryA� ! i MOUNTING, TERMINAL CABINET AND ONE PUSHBUTTON EXISTING JUNCTION BOX. PER DETAIL C -4, 3HEY.- /}DD 5c FcTZ ✓ErzlCifOAI�NE'1- /(NAB f//s9crap�aorrl, ``i ` O9 REMOVE EXISTING TRAFFIC CONTROLLER, CONTROLLER �6 1.5' 3 -2CS / O INSTALL STEEL POLE FOUNDATION PER DETAIL B, CABINET AND ASSOCIATED EQUIPMENT. REMOVE All Q7 MASTARM 1 -5C VVyy TRAFFIC SIGNAL POLE PER DETAIL P WITH 30' WIRING FROM CONDUITS AND REMOVE BASE. „ y sE MASTARM, SIGNAL HEADS NO. 41 AND 42 WITH TYPE M Q8 MASTARM 1 -5C, 1 -3CS fLoTE': 13,i5'E DRALU /NGS ARE NOT �5 TAU /L75 . j�j /,�,nyLL Z DOt1RLE? MOUNTING, ONE OPTICOM DETECTOR, PEDESTRIAN HEAD ARROlvsovriJri NO • 43 WI TH CLAMSHELL MOUNTING, TERMINAL Q9 2• 2 -5C (ONTIFI/ crv;e TO VERIFY GacA% /O NS AIVI) 0UA/`I%/r/ES G) LFiT%vRNLAN sf CABINET, AND ONE PUSHBUTTON PER DETAIL C -4. CALL 48 HOURS 1.5• 2 }10 (ILLUM) 2• (SPARE) �h' 7/- F/fl -P. �LL WORK FY %/iIS Coxll -RA /S j S�D//D /0- iyL��PMOP[;A /C O3 INSTAII STEEL P)LE FOUNDATION PER DETAIL 6, BEFORE YOU DIG ,, TRAFFIC SIGNAL POLE PER DETAIL P WITH 30' 10 2• 2 -SC, 1 -3CS $//Ok/X/ $y ELOUaS. SEE SPE < /AL PRDI/ /J /UNS rot MASTARM, ONE OPTICOM DETECTOR, SIGNAL HEADS NO. p 2• (SPARE) Z j ( 21 AND 22 WITH TYPE M MOUNTING, PEDESTRIAN HEADS 1.800- 424 -5555 CohyFryjS S /AVl7flnD5 L NO. 23 AND 44 WITH CLAMSHELL MOUNTING, TERMINAL I CABINET, AND TWO PUSHBUTTONS PER DETAIL C -4. 11 2' 1 -SC, 1 -5C, CS, 2418 (SERVICE) INSTALL 120/240 Y SERVICE PER DETAILS E AND E -1 S.E. 128TH STREET AT 144TH AVE. S.E 1.5' 2110 (ILLUM), , 2 2 #b (ILLUM) * Q ON POLE BELOW PEDESTRIAN SIGNAL HEADS. INSTALL 2• (SPARE) 1 1• CONDUIT AND WEATHERHEAD FOR OVERHEAD SERVICE INTERSECTION SIGNAL PLAN 4 DROP. COORDINATE POWER HOOK -UP WITH UTILITY 1 z• 2 -SD ; COMPANY. KING COUNTY DEPT. OF PUBLIC WORK! 1 E DIRECTOR 3 2• 2 -SC, 2 -2CS d I O4 INSTALL PEDESTRIAN POLE TYPE PS AND DONALD3.LA0ELL 2" (SPARE) d f 5 FOUNDATION PER BASE AND PEDESTRIAN S.E. 128 "� �TKeE i FOUNDATION DETAILS, PEDESTRIAN HEADS NO. 24 AND 14 3• 4 -SC, 1 -3CS, 3 -2CS 45 WITH CLAMSHELL MOUNTING AND TWO PUSHBUTTONS (138 {''AVE.S.B- 156t�AVE -S.E.) 1.5• 2 }10 . ........ •,• PER DETAIL C -4. ROAD PROJECT No. 2" (SPARE) SOH F/V .• I SURVEY No. 10- 23 -5 -1 3" 4 -SC, 2 -3CS, 3 -2CS '�% �'. 3 ( O INSTALL 200 W H.P.S. LUMINAIRE, CUT -OFF TYPE II SHEET OF�SHEETS �f�.�� MEDIUM WITH POWER DOOR AT 35' MOUNTING HEIGHT. 3• 1 -8C. 3 -SC, 4 -2CS (7IlG -rte` 1 i I ... »c »_ 2" (SPARE) � .s „ A. 1.5" 2418 (SERVICE) �•, "?enyE °.•'�`: 11 1��0� «�� �$it ,+13 •...,,,, . +t • DRAWN BY w.O:E /S.PC. ! MAINT[NANC[ DIVISION He. 4 • '•.;1fADNAICM�'�:' CHECKED BY E. SILL �PC TRANSPORTATION PLANNING & ENGINEERING, INC. SCANNED SEP 13 2002 q 1 4) 2416 SHALL BE PAID UNDER ILLUMINATION BID ITEM ......... DATE 2 -6 -87 I lr 2101 1121h AVENUE N. E. SUITE 110, BELLEVUE WA. 98004 (206) 455 -5320 • ".EeY�� •• 1i� I+ 1%`f' l�v� � - DATE REVISION by C'0,T- a�' !L // co JcrD7%oq SCANNEDr OCT 4 2000 __,. .. _ . .,... ._ yr .. 47 R �LL 177 FIR 4� s ` � � |U �77 rn Ito: LL 1- 4 cc+7--2,P,w— r-^m*~* - - ° " Ld ud w to 0 32 33 34 135 S. E. 128TH STREET 136 Lu 19 X ui fT-N 40 43 42 ).E. 128TH STREET too 17 X7 SERVICE �2) NO. 2 T-203412 CALL 48 HOURS BEFORE YOU DIG WIRE, NOTES CONSTRUCTION NOTES RUN RACEWAY/ UNCTION BOX INSTALLED PER SIGNAL PLANS. NO. CONDUIT CONDUCTORS JUNCTION 17STALLED PER SIGNAL PLANS. SPLICE SIGNAL ILLUM NATBIDXN W RES TO S..E. 128TH STREET- ILLUMINATION CIRCUIT NO. I WIRES. /3\ AERIAL TRI-LEX-04 CIRCUIT NO. 2, SERVICE NO. I "'-A SIGNAL POLE MOUNTED 120/240 V ELECTRICAL SERVICE lNSTALLE D PER PLANS KING COUNTY DEPT. OF PUBLIC WORKS AS AERIAL TRIPLEX-#6 CIRCUIT NO. 1, SERVICE NO. 2 Z- 41 SIGNAL BRING CIRCUIT WIRES INTO THE SERVICE AND CONNECT TO TERMIiALS PROVIDED . SEE DETAIL E-S. NALD3-LAMILLE, DIRECTOR /6\ 1.51 206,1*IOGRND CIRCUIT NO. 1, SERVICE NO. 2 800' E. 128'm STREET A7 AERIAL TRIPLEX-#4 CIRCUIT NO. 2. SERVICE NO. 2 C I38'-AVE-%E- 15G"AVE - S.El No. It)- 95- SURVEY ROAD PROJECT Ne.=19 A8 1.5" mo,1610 GRND 2#4 CIRCUIT NO. 1, SERVICE NO. 2 CIRCUIT NO. 2, SERVICE NO. 2 "S'0;it to, 017 'AQ SHEIETS DRAWN BY W.QE. C.i.c MAINTINANC DIVISION No. ECKED BY E. SILL TR NSPORTATION PLANNING & ENGINEERING, IN�Cq. 112th - AVENUE N. E. SUITE 110. BELLEVUE SCANNED SEP 13 Ze" .101 WA. 98004 (206)45S 0 TE REVISION v ;t �77 rn Ito: LL 1- 4 cc+7--2,P,w— r-^m*~* - - ° "