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HomeMy WebLinkAboutzT-4367set�1 D EL Id 9 9--1993-014-001 E L. N . I W.M. QQ1�7 D10D Q o 67 B M4 193-04-0039- QSENESE� 143 SPRING GLEN, WETLAND CLASS 3 THOMAS, CT. COND, v LQUGHLIN, P & F 793370 DONNA L. 8 — 7.6m WETLAND BUFFER (25') i 9-1993-014-002 I I _ { STA. 2+991.3-5.28m LT E STA. 3+035.7 STk 3+123.6 _. BEGIN PAINTED BICYCLE STRIPE 3+000 11 TH .AVE. S.E. - Ld — ,r... r..... 3..1..1..E ......... Ld ........................... . N01445'14 E °— J SECTION LINE STA. 3+104.87 -- 5.12m RT _ C STA. 3+10�i BEGIN PAINTED BICYCLE STRIPE E i BEGIN DOUBLE YELLOW TAPER - 750mm L t117 DO UBLE OLiBLE YELLOW STRIPE TO EXISTING � R w R f W --- _ BEGIN PROJECT I 50736.046N 507670.539E I C2D UNITED STATES 10 C000 f 0010 i POSTAL SERVICE i CASCADE INVESTORS ......... _..... . lVERSQN, 9--1993-414-q15 ARNOLD IVERSQN, 9-1993-014- 014 -- - - ARNOLD S. ........ ..E T. 1 :3N. _ R. -5E., .M. SW SW4 N W 4 SW4 I.46 9--1993-❑14 004 9-1993-❑14-002 EC. , T+ N., R. 5 E., W. M .� 80 CLAYTON, I31 67 N E4 SE, 9-1993-014--005 CASCIO, C LAYTO N, KAYE ASIL & THOMAS, 5 2.5 0 5 10 B NORMA 9-1.393-014-006 PETER & FRANCES HOFFPAUTA, ... _ SCALE IN METERS B & P { 1 E � JOTE: REMOVE ALL CONFLICTING PAINT STRIPES PRIOR TO ' 3PENING THE ROAD.. r `° R W R W � r_ 0 � � E Ln STA. 3+165 - 1.S3m LT & RT Ir _ L STA. 3+218.78 � E� T END DOUBLE YELLOW TAPE r T �- �E + Q BEGIN TWLT LANE STRIPE �- c; �- 3+00 11f7'T�H. AVE. S.E. N01°4s'1 4"E _ �, Ld SECTION LINE r�i LLI J _ E E STA 3+244.7 E E r STAR 3R0 07,33 PLASTIC CROSSWALK STRIPE LO STA. 3+ 218.78 �.�.�, Q CASCADE INVESTORS cl0 9-1993-014-016 CASCADE INVESTORS E SEC. EC. 289 T � I R. S.E. �� j9--1993-Q14-015 V9 i .. 2 3.I �i . R. 9 Y Y . M . N 4; • ' 4 - jjj 4 Y �a T-436701 FIELD BOOK: � 1 626 8e 16�5 _ SURVEYED: G& 162 9�-94 FED. AID Na. SHEET INCOUNTY KEPT. OF TRANSPORTATION S.B.�R��s wa 15 SURVEY BASE MAP: � 94 °f.� �''I.U, PAU L. TOLIVER, DIRECTOR E�UNIHIRO 9g-00 PROJECT No. 400593 � � � OF DESIGN ENTERED: - - 116th AVENUE S.E. —PHASE II 28 DESIGNED NGUYEN 99-QQ SURVEY Na.5--3—a5--7 c + a CHECKED: MfTGHELL 04%OD �': ` L INTERIM IMPROVEMENTS SHEETS DATE REVISION BY DATE MAINTENANCE DIVISION No. 4 EXPIRES 319102 CHANNELIZATION PLAN COUNTY WMD ENGINEER 310-3005) a HOFFPAUTA l vas B & P rn fig a c a� L OD R uj «' E C� CAI STA. 3+319.56 Mr r END TWLT LANE STRIPE ai END PAINTED BICYCLE STRIPE-5.23m LT E 3+300 0 w _ 2 E E 2L ARROW L � STA. 3+314 rri T STA. 3+310.27 L? ;n SEC. ' T • 23N.9 w ■ TE7{LAND PROPERTIES CORP.. 651 . AL.I..- NOTE REMOVE 9-1993- �9-19�9._3—.....0....1401aQ14-0Q9 CONFLICTING PAINT NE 4 SE 9-1993_014-008 STRIPES PRIOR TO ao5� REOPENING THE SAMPSON, Qa52 ROADWAY. J. D. CLEW -,A - JEX' S & B R W Iq - E u') LO L STA. 3+447,8 _ 2L ARROW d' ,n 4 Q 2L ARROW STA 3+343F- STA 3+343.5 csi00 NO 1.46' 14"E 116TH AVE. S.E. +4o0 z STA. 3+367.8 _ END TWLT LANE STRIPE - 1.83m RT & LT STA. 3+333.549 BEGIN DOUBLE YELLOW CENTERLINE - 1.83m LT ELn E BEGIN TWLT LANE STRIPE - 1.83m LT &c RT STA. 3+400 - 1.83m RT ¢ d BEGIN PAINTED BICYCLE STRIPE - 5.23m LT BEGIN PLASTIC GORE STRIPE �� r- STA. 3+407.8 K + Ln �n rn KZA G) • cQ CASCADE INVESTORS 9-1993-014--016 . .0 is ✓ ■ 2 3 N ■, s 5 E.4 w• M s NW4 SYY4 SURVEYED: GAMMELL 91-94 SURVEY BASE MAP S.E. GROSS 5 94 ❑� DESIGN ENTERED: KUNIHIRa 99-00 PROJECT Na. 4OG593 �' DESIGNED NGUYEN 99-00 SURVEY No.8-23-05-27 ' r�c?sT°�. CHECKED: MITCHELL o4/❑0 �OML MAINTENANCE DIVISION No. 4 EXPIRES aJs/o2 DATE REVISION BY DATE COUNTY ROAD ENGINEER (ED CASCADE VISTA ATHLETIC CLUB 9-1993-014N 017 5 2.5 ❑ 5 10 SCALE IN METERS STA. 3+600. END PROJEC 51345.888NI 507689.40 E STA 3+600. END DOUBLE YELLOW CENTER STRIPE MATCH TO F'KISTING STRIPE STA 3+537.547-l.El8m LT. ` END PLASTIC GORE STRIPE STA 3+566.132 LT & RT STA 3+578.69-.98m LT END PAINTED BICYCLE STRIPE ' END DECELERATION TAPER �Y E STA 3+552.787-1.77rn RT r f BEGIN FAPER ao :o 4 KING COUNTY DEPT. OF TRANSPORTATION PAUL TOLVER, DIRECTOR 116th AVENUE S.E. - PHASE 11 INTERIM IMPROVEMENTS GHANNELIZATION PLAN T-436702 SHEET 16 OF 28 SHEETS 310-3006) 1 C'7 T O rY C'7 TYPICAL LOOP SPACING —116TH AVE SE d' 13 'vl (501) (601) (65`) TYPICAL LOOP SPACING — SE 168TH Sr & .. 1 8- 3 "1 (50') (60') C5') D 0 J I'll C10) (101) - �i I Lai t-LINIMULLr-M ® ELECTRICAL SERVICE CABINET . N. �- TRAFFIC SIGNAL POLE C� TRAFFIC SIGNAL POLE W/ LUMINAIRE 0 E1 JUNCTION BOXES - TYPE 1r ❑ AND 3 f - VEHICLE SIGNAL HEAD f-7�z PEDESTRIAN SIGNAL HEAD EMERGENCY VEHICLE PRE-EMPTI❑N DETECT❑R J; lAl DETECTOR LOOP WIRE NOTE CSEE WIRING SCHEDULE) i CONSTRUCTION NOTE t POLE C❑NSTRUCTI❑N NOTE _............ . CONDUIT AND WIRES MATCH LINE STA 0+950 s MATCH LINE STA 1+060 MELD 800K: 1626 & 1628 SURVEYED: CAMMELL SURVEY BASE MAP- S.B. GROSS DESIGN ENTERED: A.TSE DESIGNED A.TSE CHECKED: L. MOTT SUPERVISOR: N. POSEY FED. AID No. -� 1 , ,I j! j PROTECT No. 400593 Ii SURVEY No, 28-23-05-27 :A- 4 it BY DATE I MAINTENANCE DIVISION No. 4 1-94 5 94 a 4/2000 ! 4/2000 4/2000 RE+►L5E I) ! fFT� 7 in -PADIL- CTIIFX�l rm.11rn 4 2000 'RATE REIrISION SIGNAL CONSTRUCTION SEQUENCE 1. CONSTRUCT NEW SIGNAL INCLUDING VIDEO DETECTION (SEE CONSTRUCTION NOTE 9 ON NEXT SHEET). 2. TURN ON NEW SIGNAL, OFF OLD SIGNAL SYSTEM. REMOVE SALVAGEABLE EQUIPMENT (SEE CONSTRUCTION NOTE 7 ON NEXT SHEET). 3. COMPLETE ROAD CONSTRUCTION. 4. SAWCUT 1-00PS AND CI--IANGE DETECTION FROM VIDEO TO LOOPS, 3, REMOVE VIDEO EQUIPMENT (SEE CONSTRUCTION NOTE 5 ON NEXT SHEET). s Y. m p kC? 21532 �I A �FG15TE�F� OIVAL E i' IIF EXPIRES 3f 9/02 COUNTY ROAD ENGINEER 28163 Q_ al. /ONAI.._ Eta' EXPIRES 20 10 0 IT A. �17 •[���+ •fit:%' 20 SCALE IN f=EEr CALL 2 DAYS ' BEFORE YOU DIG 1—800-424-5555 a (UNDERGROUND UTILITY LOCATIONS ARE APPROX.) I ING COUNTY DEPT. OF TRANSPORTATION PAUL TOLIVER, DIRECTOR 116TH AVENUE S.E. - PHASE 11 I SOUTHEAST 168TH SlRFE TRAFFIC SIGNALIZATION PLAN SHJyEET I 20 I, OF I Sf�FETS i. 310-30(201, 'I T-436704 C'7 • � i12" RED 12" RED 12" AMBER 12" GREEN 12" AMB/GR CHANGEABLE ARROW ' .. , ..• HEADS NO. 21 /51, 4474, 61 f 11 AND S VEHICLE SIGNAL HEADS .tom +A.. 12" GREEN VEHICLE HEADS �'NI]O. 22, 42 AND 62. 1 ts A HEAD NO. 82 GENERAL NOTES 12 RED 12" AMBER 12" GREEN 12" AMB/GR CHANGEABLE ARROW 1- KING COUNTY SHALL SUPPLY TRAFFIC SIGNAL CONTROLLER e 0 0 9 i 0 CABINET AND ALL AUXILIARY CABINET FOI JIPMENT, AND � ELECTRICAL SERVICE CABINET. CONTRACTOR SHALL PORTLAND ORANGE CONSTRUCT FOUNDATIONS, ACQUIRE ALL OTHER MATERIALS INCLUDING BUT NOT LIMITED TO ALL TRAFFIC SIGNAL POLES, ANCHOR BOLTS, LUMINAIRE DAVITS AND FIXTURES, VEHICLE SIGNAL HEADS, PEDESTRIAN SIGNAL HEADS, PUSHBUTTON ASSEMBLIES, OPTICOMS, TERMINAL CABINETS, CONDUITS AND WIRING, AND INSTALL ALL EQUIPMENT. 2. CONTRACTOR TO COORDINATE SERVICE CONNECTION WITH LUNAR WHITE PUGET SOUND ENERGY REPRESENTATIVE TIM MACY (253---476--6025) AND PROVIDE ALL EQUIPMENT NECESSARY FOR THE ELECTRICAL SERVICE CONNECTION. 3. CONTRACTOR SHALL REVIEW SIGNAL POLE LOCATIONS WITH PUGET SOUND ENERGY, LOCAL CABLE AND TELEPHONE COMPANIES TO AVOID CONFLICTS WITH OVERHEAD LINES. 4. ALL VEHICLE HEADS SHALL HAVE 5—INCH BACKPLATES. 5. ALL VEHICLE HEADS SHALL BE YELLOW ON ALL PEDESTRIAN SIGNAL HEADS SACKPLATE SHALL I BEIDrT FLAT BLACK.ISOR AND THE ALL PEDESTRIAN HEADS WIRING SCHEDULE NO. RACEWAY CONDUIT SIZE DETECTION TWISTED PAIR #14 VEHICLE DETECTORS 2C(SH) PREEMPTION DETECTORS 3C(SH) VEHICLE HEADS 5C PEDESTRIAN HEADS 5C ILLUMINATION #10 PHOTO— CELL #14 POWER VIDEO (TEMP.) COMMENTS 2 6 3" 5 4 2" 2 SPARE 3" 2 4 4 2 2 2" 4 3 2„ 2 4 2 1 2" 2 2" 1 2 2 5 2" 3 3 2" 1 SPARE 2" 1 2 2 2" 4 6 2 rr - 3 2" 1 SPARE 3" 5 4 2 1 /2" 10 7 2" 3 2" 2 SPARE 2" 5 8 2„ 3 2" 1 SPARE '' 1 2 2 9 2" 3 2" 1 SPARE 2 2 10 2" 3 2" 1 SPARE 2" 3 2 11 2" 3 2" 1 SPARE 12 2" 4 14 2„ 1 16 2 rr 4 17 2 rr 3 18 2 r, 2 19 2" 1 20 SAWCUT 3 21 SAWCUT 2 22 SAWCUT 1 23 2" 5 2" 3 3 24 2" SPARE 25 2" 3 .cl Irk e ■ ... • a FIELD BOOK: 1626 & 1628 SURVEYED: GAMMELL 1-94 SURVEY BASE MAP;--S.B. GROSS gDA DESIGN ENTERED: A.TSE DESIGNED A.TSE CHECKED: L. MOTT SUPERVISOR: N.POSEY TE REVISION BY DATE 6.ALL VEHICLE DETECTOR LOOPS SHALL BE INSTALLED PER DETAILS H-1, H-2, L-4 AND L-5. A MINIMUM OF 72 HOURS PRIOR TO INSTALLING THE LOOPS, CONTACT COUNTY PAVEMENT MARKING ENGINEER AT 206---263-6110 TO VERIFY STOP BAR LOCATIONS AND CONTACT SIGNAL CONSTRUCTION SUPERVISOR AT 206-296-8156 TO VERIFY LOOP PLACEMENT. 7. PUSH—BUTTON ASSEMBLIES SHALL BE PER DETAIL "C-4" INCLUDED IN THESE PLANS. 8. SIGNAL POLE, CONTROLLER AND ELECTRICAL SERVICE LOCATIONS ARE APPROXIMATE. IF RELOCATION IS NECESSARY, THE CONTRACTOR SHALL CONTACT KING COUNTY FOR APPROVAL TO RELOCATE EQUIPMENT. CONSTRUCTION NOTES 01 INSTALL TRAFFIC SIGNAL POLE NO. 1 ON A FOUNDATION WITH 10.4 M {34 FT) MAST ARM, SIGNAL HEADS 61/11 AND 62 WITH TYPE "M MOUNTING, PEDESTRIAN HEADS 63 AND 84 WITH TYPE "E" MOUNTING, TWO PEDESTRIAN PUSH-BUTTON ASSEMBLIES PER DETAIL, TERMINAL CABINET AND 400-WATT HPS M-C-III LUMINAIRE MOUNTED ON A 3.66 M (12 FT) ARM AT 10.7 M L(35 FACING E OCATED AT APPROX. S STA. 460, 12 0 M (39 FT) LT. BE INSTALL TRAFFIC SIGNAL POLE NO. 2 ON A FOUNDATION WITH 13.7 M �45 FT) MAST ARM, SIGNAL HEADS 41 /71 AND 42 WITH TYPE "M MOUNTING, PEDESTRIAN HEADS 43 AND 64 WITH TYPE "E" MOUNTING, TWO PEDESTRIAN PUSH-BUTTON ASSEMBLIES PER DETAIL, ONE TYPE M722 DUAL -DIRECTION, DUAL -PHASE OPTICOM, TERMINAL CABINET AND 400-WATT HIPS M-C-ill LUMINAIRE MOUNTED ON A 3.66 M (12 FT) ARM AT 10.7 M (35 FT) FACING SE 168TH ST. SIGNAL POLE NO. 2 TO BE LOCATED AT APPROX. STA. 3+488, 11.7 M (38 FT) LT. INSTALL TRAFFIC SIGNAL POLE NO. 3 ON A FOUNDATION WITH 11.3 M �37 ET) MAST ARM, SIGNAL HEADS 21 /51 AND 22 WITH TYPE "M MOUNTING, PEDESTRIAN HEADS 23 AND 44 WITH TYPE "E" MOUNTING, TWO PEDESTRIAN PUSH-BUTTON ASSEMBLIES PER DETAIL, ONE TYPE M722 DUAL -DIRECTION, DUAL -PHASE OPTICOM, TERMINAL CABINET AND 400-WATT HIPS M-C-ill LUMINAIRE MOUNTED ON A 3.66 M (12 FT) ARM AT 10.7 M (35 FT) FACING 116TH AVE SE. SIGNAL POLE NO. 3 TO BE LOCATED AT APPROX, STA. 3+489, 12.9 M (42 FT) RT., INSTALL TRAFFIC SIGNAL POLE NO. 4 ON A FOUNDATION WITH 13.7 M �45 FT) MAST ARM, SIGNAL HEADS 81 /31 AND 82 WITH TYPE "M MOUNTING, PEDESTRIAN HEADS 24 AND 83 WITH TYPE "E" MOUNTING, TWO PEDESTRIAN PUSH --BUTTON ASSEMBLIES PER DETAIL, TERMINAL CABINET AND 400-WATT HIPS M-C-III LUMINAIRE MOUNTED ON A 3.66 M (12 FT) ARM AT 10.7 M (35 FT) FACING SE 168TH ST. SIGNAL POLE NO. 4 TO BE LOCATED AT APPROX. STA, 3+463, 14.2 M (47 FT) RT. REPLACE EXISTING CONTROLLER CABINET WITH COUNTY -PROVIDED 5 "P" CONTROLLER CABINET ON A PAD FOUNDATION SIMILAR TO STATE STANDARD PLAN J-6c EXCEPT THE PEDESTAL HEIGHT SHALL BE 20 TO 24 INCHES. RE -USE EXISTING CONTROLLER, CONFLICT MONITOR AND DETECTORS, BUT ADD 12 CHANNELS OF DETECTION AND UPGRADE OPTICOM. CONTROLLER TO BE LOCATED AT APPROX. STA. 3+485.7, 15.2 M (50 FT) LT. INSTALL COUNTY -PROVIDED TYPE "E-S2" ELECTRICAL SERVICE CABINET PER DETAILS. LOCATE AT APPROX, STA. 3+483.6, 18.7 M (D(61.5 FT) LT. REMOVE EXISTING SIGNAL SYSTEM AFTER NEW SIGNAL SYSTEM IS % ACTIVATED. CONTRACTOR TO ❑ISPOSE OF MATERIALS AT CONTRAC- TOR'S EXPENSE. SEE SPECIAL PROVISIONS FOR SALVAGE INFORMATION_ SERVICE TO NEW ELECTRICAL SERVICE CABINET SHALL BE PROVIDED FROM PSE POWER POLE ON NORTHEAST CORNER AT APPROX. STA. 3+484, 32.6 M (107 FT) RT. CONTRACTOR SHALL COORDINATE WORK WITH PUGET SOUND ENERGY ENGINEER TIM MACY 253-476-6025) , AND PROVIDE AND INSTALL ALL MATERIALS REQUIRED BY PUGET SOUND ENERGY TO COMPLETE THE SERVICE CONNECTION. COUNTY STAFF TO PROVIDE AND INSTALL VIDEO CAMERAS, BRACKETS AND VIDEO CONTROLLER EQUIPMENT. KING COUNTY TO PROVIDE VIDEO CABLE, BUT CONTRACTOR TO INSTALL VIDEO CABLE AND REMOVE SAID CABLE AT END OF PROJECT. COUNTY FORCES TO REMOVE ALL OTHER VIDEO EQUIPMENT. �0 INTERCEPT EXISTING CONDUIT RUN AND EXTEND. SPLICE NEW LEAD----)NS TO EXISTING LEAD-INS AT JUNCTION BOX. REMOVE AND RESET EXISTING JUNCTION BOX BEHIND NEW CURB. LEGEND SEE PREVIOUS SHEET FED, AID No, — PROJECT No. SURVEY N o . 400593 28--23-05-27 MAINTENANCE DIVISION No. 4 II 10 i ' Ij Von SAC. 28, T,923 N., R*5 E., W.M. OPTICOM PHASES MWE SIGNAL PHASES A PHASES 2 AND 5 B PHASES 4 AND 7 C PHASES 6 AND 1 D PHASES 8 AND 3 21= Cl TF_ TONAL t' I EXPIRES 3/9/02 l COUNTY ROAD ENGINEER f-mpp f�S 1 _w '� Qg WAS 163 Is louvAI- EXPIRES 8/16/00 0 A+_E IN FEET I P i { 10 07 1; 08 --, - SIGNAL PHASES f s L DING COUNTY CREPT. OF TRANSPORTATION PAUL TOLIVER, DIRECTOR 116TH AVENUE S.E. -PHASE fi SOUTHEAST 168TH STREET TRAFFIC SIGNALIZATION PLAN ml CALL 2 DAYS BEFORE YOU DIG 1 —800-424-5555 ,ERGROUND UTILITY LOCATIONS ARE APPROX.) SHEET 21 OF 28 SHEETS 310-30(211/1 T-436705 Q0 cy) TERMINAL JUNCTION BOXES 8B5 r CABINET _ R R `�` R 0 G G G 7 G 8B4 3A4D D WD,,Io JUNCTION BOX JUNCTION BOXES JUNCTION BOX SIGNAL POLE NO■ 1 ®�7■■ ■ 2 .. ■ jI], ❑ - ! EJ I� w w ❑ 1m� - low■ C7C7C7C7C7C7❑ ff ■ Moin L1 � ❑ E<7 ■ L JET- i��LJ ■ F u J ❑ - ■ • ` � L_J E..J �LA ■ u . ; Li ■ =- ❑ - " - lb -..: FIELD BOOK: 1626 & 1628 SURVEYED: GAMMEL SURVEY BASE MAP: S.B. GROSS DESIGN ENTERED: A.TSE DESIGNED A.TSE CHECKED: L. V0TT SUPERVISOR: N.POSEY 1-94 5 94 4/2000 4/2000 4/2000 4/2000 DATE REVISION BY DATE Z J Q � o A 3 z mw !�• u Zo � 0j w In 3 0 P� ■ ❑�� i FE �7❑ ■ = 2111�311C _ ■ IJmill- L 03 � irrra Lr_. ,..-JJ❑: � 8B1 3A1 DETECTI❑N 03 & 08 42 I it 06 OD i i- - - - - - 11f71-f AVE SE �— �i-- - i I �e i 4N,�� Q, CF P"' P j}.. e DETECTION 04 V7 7A1 4B1 7A2 4132 lilt 7A3 4B3 7A4 4134 7A5 4B5 PROJECT N0. SURVEY No_ 400593 28 --23—fly-27 MAINTENANCE DIVISION No. 4 M _j I i [ I 3�3aaL7onLI ❑ ❑ ❑ ❑ ❑ ❑Ll ❑ DV WAsyf� 0��"-, 21532 �.. /Omt, E , EXPIRES 3/9/02 COUNW RW ENGINEER TO CONTROLLER SIGNAL POLE NO. 2 qN �• ,o 4r°F WAS&lp �O co Z 26163 STS° EXPIRES - 8/16/0Xl I JUNCTION BOX SIGNAL NO. 3 JUNCTION BOX CONTROLLER Jra®LJ � ra WC 1 i LJ®LJ CC'E�3�C� ®L-A : + n■�n L�J E###�!Ll■i L R r� u ■ rj_M " r J . E06 N-■C ■ Le -m � ©�LJ s EE18 C+Jl♦L J ■ r+11- r ' LJ L. Fa��11I �� • l Jll: iJ•I� J �i�■C+� air�■� 7*A -L+1 LJ�L�J L.JlL■L�© CWr-i© L JJ E#�L:Lw� L+J � LJE##�L•7:i r ��C+ L rJ t rL+Jt Lr )m.*4 L+7 Ir: Al E 2F-3!'.E+-J IL�fi•..�L�!�L'J • LJf:•Ir7�L�J C]EsLFC;7 C111�[*7 �■Er�l■o lk—A L rl LJE:Tk�C� CALL 2 DAYS BEFORE YOU DIG 1-800-424-5555 (UNDERGROUND UTILITY LOCATIONS ARE APPROX.) ICING COUNTY DEPT, OF TRANSPORTATION PAUL TOLNER, DIRECTOR 116TH AVENUE S.E. -PHASE II SOUTHEAST 168TH STREET TRAFFIC SIGNALIZATION PLAN O SHEET 22 OF SHEETS 310-30(22) T-436706 T LUMINAIRE ARM LENGTH 'B' — O (4) 3/8'-16 NC BUTTON--v - HEAD CAP SCREW I. -41 3' SCH. 4D T � __= �� 7/16' DIAMETER (4) HOLES D RINGS 3' D.D. 5 1/4' 3' 1. D. 7/8' DIA, HALE 4' x 6 1/2' DH❑LE { COVER fL — 5 1/4' BC 3/4' DIAM, HOLE DETACHABLE LUMINAIRE DAVIT TOP DETAIL TRAFFIC SIGNAL POLE CHART M� Z3/— _—.16 NC TAP-� (2) HOLES 9C° FROM TOP r 1 E — 3/8' — 15 NC TAP (2) HOLES LUMINAIRE ARM E❑NNECTI❑N DETAIL_ 450FROM TOP 2° SCH 40 PIPE------ -_ 3a_6• 3' SCH: 40 PIPE SEE LUMINAIRE ARM CONNECTION DETAIL. 1 '• I YAD10 it /GAz DAV-11 i TLIF IFTAIL 4' X 6 1/2' HAND HOLF WITH 1/2 X 13 NC TAPPET] HOLE IN E�iP� � L� ��.... 1/4' X 2' RIM FOR GR❑UNDING t: I T TRAFFIC DIRECTIC f� cu 2' DIAMETER (ANCHOR BOLTS 1 3/4' X 60' X 6'� 'N' CIRCLE BOLT BASE PLATE DETAIL. : FOLE POLE STATION OFFSET LUMINAIRE SIGNAL ARM FOUNDATION' N❑, TYPE I A B C D E F� C' D' E' EVPE ELEVATI❑N 0,5' 11' -- 34' - - - - 1 Y 3+460 39' LT 35' 12 2 z --3+488 3+489 38' 42' LT RT 35' 12' 10' 8' - 45' 510 8,. 8' 3' 3 35' 12' 0,5' 11' - 37' - - - 2,5' 4 Z 3+463 47' RT 35' 12, 19,5' 8` - 45, 3� 11� 8' -- � POLE SIZE SIGNAL ARM SIGNAL ARM CONNECTION T BOLT CIRCLEPOLL TYPE ❑,D. GAUGE; F G H J K L M ! N x BX10-3/4 7 F<30' 7 10,5 11 1-8NC ' 1PL 1,75 PL' 16,50u _--- - -- -- Y -3/8 C12 -3/8 3 j 30'{F 9: C 12 12 1,25-7NC 1,25 1,50 PL 1 ,5Q•• Z 10---3/4XI3-1/2 SPECIAL DESIGN 3 `{F{50' TO BE SUBMITTED (w) 15 15 L, 30 X 6NC 1,75 2 PL 1�� REVIEW SD TO KING COUNTY FOR (AESMALL END 3 GAUGE FOR 30', BASE END 0 GAUGE FOR REMAINING LENGTH,) FIELD BOOK: 1626 & 1628 SURVEYED: GAM M ELL SURVEY` BASE MAP: S.B. GROSS DESIGN ENTERED: A.TSE DESIGNED A.TSE 1-94 5 94 4 2000 4/2oo0 CHECKED: L.MOTT SUPERVISOR: N.P0SEY 4/2000 .�+�.. . r e 4/Z000... DATE REVISION BY DATE IF i,25- WELDLD COUPLING 2' WELDED TENON REMOVABLE STEEL_ CAP SIGNAL ARM GAUGE �G'7 PRESSED STEEL CUP CAP PULE SPECIEICAT:I❑NS 1, MATERIAL BASE P FLANGES ASTM A-283 GR� D STEEL SHAFT+ 3 GA ASTM A---283 GR, D STEEL 7 GA ASTM A-5710 GR: C STEEL PIPE; ASTM A-120 ANCHOR B❑LT= ASTM A-307 2, WELD! (ALL BUTT WELDS TO BE CR❑UND FLUSH u1ITH BASE METAL) LONGITUDINAL: BUTT WELD BY SUBMERGED ARC PROCESS DR ELECTRICAL RESISTANCE METHHD, CIRCUMF-ERENTIAL BUTT WELD WITH PERMANENT BACK UP RING, 3, FINISH: HOT DIP EALVANIZED 4, SEE NOTE ON PLAN F❑R LUMINAIRE DAVIT TOP RE OUIREMENTS, CONTRACTOR SHALL SUPPLY SIGNAL POLES, ANCHOR BOLTS, AND THREADED PIPE FOR HEAD MOUNTS, AND INSTALL ALL MATERIALS. FED. AID No. PROJECT No. 400593 SURVEY No. 28-23-05-27 MAINTENANCE DIVISION No. 4 I3r 3/16.... I� t �i :3/ 16` F CONE------� 1 1/P' ADAPTER llY 1/2' DIA, HOLE 1/4' 4 ARM FLANGE I uARM FLANGE — v---_. ------ TAP ON i POLE FLANGE (4) ; NOTE: FOR PULES WITHOUT f LUMINAIRE DAVIT TOPS t i PQLE. FLANGE --a'�•__ ARM TiJHE I'50" I "--REAMED, SMOOTH .25 2' DIAM, PIPE WITH TAPERED THREADS 2' X—HVY NG W/ TAPERED THREADS SIGNAL ARM COUPLING WA Syi WAS,y A cl� 21532 26163 �CISTZ�.GISf�tR' 1i "S/QNAL ' .,n� I0NAL EXPIRES 3/9/02 1EXPIRES 8/ 16/OO COUNTY ROAD ENGINEER 4 2' 900 ELBOW, 5' r-"DIGS WIRING TUBE, GROUND ALL SHARF EDGES 1/4' P TOP, SIDE AND BOTTOM SAND HOLE DIN BACK Or POLE L4 i i SEA. BASF" P'_A,r[: .,IL CONTINUOUS TAPER SEE LUMINAIRE DAVIT TOP nrrnri Q a _ La C7 L j z � aD S M W Q� ¢z z qq _ CALL 2 DAYS v BEFORE YOU DIG ---500-424-5555 (UNDERGROUND UTILITY LOCATIONS ARE APPROX.) KING COUNTY DEPT. OF TRANSPORTATION PAUL TOLIVER, DIRECTOR 116TH AVENUE S.E. - PHASE If SOUTHEAST 168TH STREET TRAFFIC SIGNALIZATION DETAILS SHEET 23 OF 28 SHEETS 310-30(23) H�',� f l!:�.,11 ?NSF 1 f=i -�5 T-436707 m T p DETAIL "E--S2" 120\240 VOLT ELECTICAL SERVICE FOR SIGNAL & ILLUMINATION F 24" 1 -SLUT "❑ BE CENTE_= �' I f " ' t' Co�r l 1 1�f X 3. ❑'' AL Sl LI i S ' _: 4 &- rt14 . -RV ICE ENTRANCE C❑N_]UIT BASE ALL C❑NDJIT -❑ C-EA ❑'%. ER CENTER BRACE OF %JABINE I 3Y 7-! ti1TN. SF- NLTF 72- MANC1 I❑ � DEL_TS & T]/�T n� I 17ACTWi T7 BE SUPPLIEDY CABINS 1 MANUI AC I LR1 P _ ---SHIM TO ?LU1,13 -` - -� d 1 IFJIJI'S TF #4 EAR EACH C❑R\IER cu Q _, 318N DIAMETER PI_nSTTC: DRAIN ti❑LE 14° -1'6N 6 u r - -- IN:; 1 AL_ ❑kE �PARC -- Eu C❑ND. UIT ANE CAP, rlT IFIRS AS RFQ,JIRED, i' #� I�❑'�I'S E4 BAR EACH - C❑RN.-I -SLUT "❑ BE CENTE_= �' I f " ' t' Co�r l 1 1�f X 3. ❑'' AL Sl LI i S ' _: 4 &- rt14 . -RV ICE ENTRANCE C❑N_]UIT BASE ALL C❑NDJIT -❑ C-EA ❑'%. ER CENTER BRACE OF %JABINE I 3Y 7-! ti1TN. SF- NLTF 72- MANC1 I❑ � DEL_TS & T]/�T n� I 17ACTWi T7 BE SUPPLIEDY CABINS 1 MANUI AC I LR1 P _ ---SHIM TO ?LU1,13 -` - -� d 1 IFJIJI'S TF #4 EAR EACH C❑R\IER cu Q _, 318N DIAMETER PI_nSTTC: DRAIN ti❑LE 14° -1'6N 6 u r - -- IN:; 1 AL_ ❑kE �PARC -- Eu C❑ND. UIT ANE CAP, rlT IFIRS AS RFQ,JIRED, i' #� I�❑'�I'S E4 BAR EACH - C❑RN.-I 1 � 1 5 f 1 LOCATE CENDUITS C-N-TRALL" IN F-11UNDA-1 ❑N r ?" UVDERGR❑UND SERVICE ENTRANC- ❑NDUIT 1 ❑ BE LJCA 1 LE IN UURNLR 1"VTTHIN 4" X 4° SPACF-) FIELD BOOK: 1626 & 1628 SURVEYED: GAMMELL 1-94 SURVEY BASE MAP: S.B. GROSS DESIGN ENTERED: A.TSE DESIGNED A.TSE CHECKED: L.MOTT SUPERVISOR: N.PDSEY 5 94 4/2000 4/2000 4/2000 4/2000 DATE .v:Vok CABINET FOUNDATION NOTES I. HAD M❑UNT SHALL_ BF (-J.-ASS UOUi C❑N-RET;_ UNLI SS J ! HLR'w iSL N❑TFIl FN THE ^'LANS. 2. 'w' -iCRC PAD MOUNT LS L❑CA I I.:) IN CONSTRUCT 'rOUNT ?LIN !" LLSH %,v'_T-I SID1l.v'A_I{ GRADE, ❑IiMITTING :HAMF LF'. %. HPRF Tf 1P AND .1�Ifr �N,A _Il AR1J�, 3. PAT: MOON- PFSIG'J IS TYPICAL; ❑NTYAU I LK SHAI-_L LSE CABINET `vANU-ACTJRER'S SHEUS In ASSURE PROPER PIT ©- CABINF 171N BASE 'v1ITHl RESPECT TO --❑NDJI1- P_ACE'rENT, uONT.7ACTER SHAL__ ;�UJBMII FDR A-PR❑VAL A I-R❑POSED DESIGN '*'ITH CLAN, FLEVA-I❑N AND ANY RELEVANT SECTI❑N VIE'�i. 4, CABIN- l ❑.MILL. 18E r--� I 1 , LCHED '4TTH AASHT- M 16' CHFMIICOL-Y 3UNDED ANEHPRS T❑ FXIS1 1 N:J PAD M❑LN-S. LNGHC'R INS : ALLATI❑1` S:HAl i-. T3F AASHT❑ JRABE A J7 HLI ! DIPPED GAL VAN'_-Ti '`2' X C" v 5, NLACE SILICON' SEAL. BFT`,,FEN T11- CAD3I`:E- FDJN11A I lLN AND I HIE "AB`N= T. OTHER CONTRACTOR SHALL C❑❑RIJIr\A : L 'WITH THE P-1'w'PR (71MPAW REGARDING THE SERVICE CIJNNEC _I❑N. r-IN-RAC-OR SHALL MEET '�iITH PUGE1 SUU:\D 1:_NFR[;Y PRTFR TF TNSTAI..-1__A7DN OF h'E_ER KSE. CABINET NLr-'A 3R, PUMOUNT, I /R' MIN. G;�ADE 5052 H-3E A_UM-NW. C;LINS 1 RUCTI❑N, REMDVARI E EOLIIPMENT M❑UNT-NC, FAN, �f SCR.= FNFD & ,ASKFTTEr VENTS. H-N:;ED DEAD= R❑NT, J LIRS; -lEAVY DUTY CFJN(. A-ED lLNGL: LIFT-LII- - TYPF, STA .N:. ESS S-EEL, f ADL❑CKt)BLE VAUI T I;-nN17LE 'WI H BEST I. D[:K, CL'-SED CE L- N_ LP[d,_ NL CASK❑-, PULISHED G'TRF .;LASS 'v/I`JD❑'Yl, 3Y " IN ME I L.I,, DU❑ RAIN-: ^ PART FPFXY ALUMfINUM EVER f RlI`, - AND LABEL -CD PER L:L S-1 ANDARI] #5084 SUI-4 LE [;SF AS SFRVTC'E FQUIPMCNT. KING COUNTY SHALL SUPPLY ELECTRICAL SERVICE CABINET. CONTRACTOR SHALL CONSTRUCT FOUNDATION AND INSTALL ELECTRICAL SERVICE CABINET. BREAKER SCHEDULE - 1�AI�,, SERVICE PRER CONTACT T ❑R CIRCUITS ANAMpIS, AMPS S L R V -(".r_. I _ - _.KL; U1 �IR,v:LII I B 1.L,' L ll WIRING DIAGRAM LEGEND RAIN LUG'S IOU (-MF' 2.MAI`J I3REr".K,ER + SEE FRFA{FR S�HEDIJLE: STGNAL SYST-rr BR-AKLR (50 A\IP', 4. C❑W RIDL BRU)K'EK C;F -15 AMP) U. TEST S'wITJH 125 VL-L "J' rill LE) �F ❑�❑Eir-ECTRI[: L•Dr� _-RDI I3KAN::I- BRFAKER C.SEE DRU',K.E€? SC.IAEDULE-) 8. C❑NTA,C L]R (SF_F FRFA.<FR SCI-IETI..; 9, NEUTRf)L ) U`; FED. AID No PROJECT No, SURVEY No. - 4❑0593 28-23-05-27 WIRING DIAGRAM T❑ = T5NAL v� C IP. t1TT' DETAIL "C_4" 1 ' I PUS EBL T-❑fJ IC ACTI':'^, L i - 1 + 1 Al-.-K IN THI ; D7RECTI❑N _INSTALL PL.SHl3JTT❑N 'v.,I I ' WARD 4P" FRD'� GROUND - INSTALL U' F-�❑I~" U,f LLJ-] <I1 I II LISC Z CRATL V-S❑R I LHM_NA` BOX PUSHBUTTON P❑SITI❑N MAINTENANCE DIVISION No. 4 �fC 3 Y' C F,AS^ NTPF1 F P JSH 1 PIJTTF1 ______--�, ;BETA SI7F-S) H-1 STYLE PUSHBUTTON 4� oV WASy� --' a 4r WAS A cps 21532 i S'iEf�Q EXPIRES 3/9/02� ElLPIRES 8/16/00 COUNTY ROAD ENGINEER DETAIL... 1E" I;' N7H❑L ."�� �'�'� �::'❑I F GREUND TERMINA` #8 BARE COPPER GR❑AND 'v> IRE IN EAC! PV;—_ rA1 VANTZ-1) U: T EEL '�NCHUR BJL. I S ` _ ❑U"0AT ❑N.'VC C0NDUl_ 1 AS GPUUN INr� IR- T❑ BE CIRIV-PL I1 T❑ METH-F' A 1 - - JUNU, I II- iN T:T`' DEr'T ! 1 _N--R I'CI TAPI - I`s F I. 7 �YfY ' �r,l_ 1Cn L_ I I1. I:F L 11 I _�— - MIS.: k U I) T- I !` p T H P❑L_E W y. P-1 ' - �. DU S I I'•J G —. UFTIUI�AL ' —---.-.-.-.._.. Lfu K. I 'EIS `� Tf_NAL ❑L: CHAI;MAST ARM STEEL SIGNAL POLE FOUNDATION ti 11N _E ti G, 6 X n� SIT CI P= ''..; _ _ 'L' '? L1(•;C;r R vJI -T,.JT .PUSHBUTTON ATTACHMENT PUSHBUTTON TO BE MOUNTED 42" FROM GROUND LEVEL CALL 2 DAYS BEFORE YOU DIG 800-424--5555 d (UNDERGROUND UTILITY LOCATIONS ARE APPROX,) KING COUNTY DEFT. OF TRANSPORTATION PAUL TOLIVER, DIRECTOR 116TH AVENUE S.E. -PHASE II SOUTHEAST 168TH STREET TRAFFIC SIGNALIZATION DETAILS SHEET 24 OF 28 SHEETS 310-30(24) T-436708 DETAIL "H-1" I DETAIL "H-2" I DETAIL "L-4" DETAIL "L-5" J L N � T 0,I B C X SHOULDER 609:-nr-,) 5 3 9 rn -rl 50,rm Pall——' ;�— HI(-,`.,<NFSS EDGE (2- ,SPHAL! CON�RLIE (2 CUT DIAGONALS TO OVERLAP SAWCUTS :;-r kFAV-L 13ASE PREVENT WIRE BENDS TO GIVE FULL DEPTH bmO SHARPER THAN 45 DEGREES AT CORNERS F-% N N (TYPICAL) SEE DETAIL 1. (TYPICAL) dl PLANTING STRIP MINICUT CORNERS OVERLAP SAWCUTS L 0 C7,P 0 0 r- SIDEWALK' CURB SECTION Q-G PREVENT WIRE BENDS TO GIVE FULL DEPTH 4, N SHARPER THAN 45 DEGREES AT CORNERS 4 II (TYPICAL) SEE DETAIL 1, (TYPICAL) c A A 1.82m SEE DETAIL 1-\ (6') F F EDGE DF I k -7 NT DAVF A,:�P[-jAi T MN-CRFTE z --U-- WIDTH OF SHOULDEER x p I 7Z'l A A -1.82m I k SEE DETAIL 1-\ 5 --'� E F D c -1.82m (6')- 609mm APPRC,�< (6') --- --------- --- -------------- -*- E L-:D c INSERT WIRE NTH -i-- B p A BLUNT INSTRUMENT 7Z' 6091--rn, X E DZ 1.82m App"0)< 4 JUNCTION BOX 609r-rin, G L 1% -, - - T E G 50mm(2") SCHEDULE 40 E INSERT WIRE WITH B A BLUNT INSTRUMENT NOTE: BOX CAN BE LOCATED PVC STUBOUT IN PLANTER STRIP OR \-50rnm (2') SCHEDULE 40 PVC PER WSOOT STD. lb, STUB OUT PER WSDOT BEHIND SIDEWALK IF PLAN J-11a 6x STD PLAN J- 11 A ,-609rl rn Appf�cx- APPROVED BY THE ENGINEER. 4 DETAIL 1 25mm MIN MINI CUT CORNER (TYPICAL) L I WHEN REQUIRED, LOCATE BOX AND CONDUIT BEHIND SHOULDER OR SIDEWALK FILL SAWCUT WITH DETAIL 1 25mm MIN. MINI CUT CORNER 14.76MM(3/8")- SEALANT F E N 0 E 6.3rnm (1/4-) ENCAPSULATED 1436mm(3/8") 6.31mrr (1 /4-) FILL SAWCUT WITH LOOPWIRES (3 TURNS) 2 TWSTED PAIR ENCAPSULATED 14.76mrn (3/8") 1 TWISTED PAIR 14.76rnm (3/8-)— SEALANT .3 LOOP WIRE LOOP WIRE (IF REQUIRED) LOOPWIlRES "T (3 TU R N S) 2 TWISTED PAIR 1 TWISTED PAIR LOOP WIRE LOOP WIRE (IF REQUIRED) —E NOT- 0 rs, D 25mm MIN. (1.) SECTION A -A SECTION B-13 SECTION C-C L ELi I --_ < 2 LL —14.76MM (3/5") EL 5Dmm 2" SCHEDULE 40 SECTION C-C I L-4- SECTION A —A SECTION B—B f PVC CONDUIT 63.5mm MIN. 14.76rnm (3/8") (N, E c 50mm SCHEDULE 40 (2 1/2") MIN� 3 TWISTED PAIR LOOP WIRE PVC CONDUIT EE NCI, (IF REQUIRED) SHIELDED LEAD IN ■ SECTION E-E WIRES AS REQUIRED 63.5mm 63.5mm MIN. ZED SECTION E—E SECTION F—F (2 1 /2") MIN- 3 TWISTED PAIR LOOP WIRE (IF REQUIRED) A SHIELDED LEAD IN SECTION E—E ------- WIRES AS REQUIRED SECTION D—D --j SECTION E-F SECTION F-F SECTION D—D c 7 CALL 2 DAYS F BEFORE YOU DIG 1-800-424-5555 (UNDERGROUND UTILITY LOCATIONS ARE APPROX.) FIELD BOOK: 1626 & 1628 FED. AID Na. KING COUNTY DEPT, OF TRANSPORTATION SHEET SURVEYED: GAMMELL 91-94 AS;,/ WA 25 TOLIVER, DIRECTOR SURVEY BASE MAP- S.B. GROSS 5/94 PAUL I OF PROJECT Na. 400593 DESIGN ENTERED: A.TSE 4/2000 26193 SURVEY No. 28-23-05-27 21W2 116TH AVENUE S.E. PHASE [I 28 DESIGNED A TSE 4/2000 r IST SHEETS JONAL /ONAL SOUTHEAST I 68TH STREET CHECKED: L.M47r 4/2000 MAINTENANCE DIVISION No. 4 -EXPIRES I EXPIRES 8/16/00j TRAFFIC SIGNALIZATION DETAILS 310-30(25} SUPERVISOR: N.POSEY 14/2000 DATE REVISION BY DATE COUNTY RW ENGINEER T-436709