7505 SEAWAY BLVD SEPA 016 - 034 - SEAWAY TRANSIT CENTER Plans 2025-04-22

• ' .-TYPICAL CL SIGNAL DEGREES CLOCKWISE TO PEDESTAL® LEGEND NOTES ARM ATTACHMENT TYPICAL ATTACHMENT CONNECT Sys ILM GROUND TO POINT POINT FROM 0' PEDESTAL GROUND STRAP 1:1A. VEHICLE SIGNAL HEAD G. POLE MOUNTED SIGNAL HEAD O ELEVATOR PLUMBIZER MOUNTING COUPLINGS INSTALLED BY FABRICATOR AT ® I B. TRAFFIC CONTROL SIGN H. HANDHOLE OFFSET DISTANCE INDICATED BY CHART. - SLOTTED HOLES NOT �' C. STREET NAME SIGN J. PRE-EMPT INDICATOR PERMTIILU ® I D. PRE-EMPT DETECTOR K. PEDESTRIAN SIGNAL HEAD O FIELD INSTALLED, ORIENTATION TO BE APPROVED BY ENGINEER. ON CONCRETE al1, FINISHED GRADE 90 Iop BOLT CIRCLE I o n N E. LUMINAIRE L. NOT USED POLE ALL FITTINGS MUST BE FACTORY INSTALLED. c. 1� I 0 F SIGNAL MAST ARM M. TERMINAL COMPARTMENT I / 1 , O o N. PEDESTRIAN PUSH BUTTON 3O SEE SPECIAL PROVISIONS FOR LUMINAIRE AND LUMINAIRE ARM TYPE.mmi�lf 0' 180' ATA t80' EXCEPT WHERE HAND HOLES SHALL BE Q h I H O NOT USED. I\� , 180' OTHERWISE Elliiii 3 ARCHED TYPE 1 O ALL POLES AND POLE BASES SHALL HAVE ONE EXTRA 2" CONDUIT THAT 1 POLE BASE DIA. SYSTEM GROUND WIRE LUMINAIRE ARM TO GROUND ROD AT EXTENDS TO AND IS CAPPED IN THE NEAREST JUNCTION BOX, UNLESS FIRST J.BOX. 0 OTHERWISE APPROVED BY THE ENGINEER. e\....270' 3 ANCHOR BOLTS AND I 6 HEIGHT FROM FINISHED GRADE TO CENTER OF PEDESTRIAN PUSH BUTTON. POLE ORIENTATION BOLT HOLES FOUNDATION DETAIL B PEDESTRIAN HEAD STANDARD O I ANGLE (P.O.A.) FOR TYPE PPB,PS AND 1 TRAFFIC STANDARDS TYPE PS L. X2 7O ALL POLE LOCATIONS SHALL BE APPROVED BY THE ENGINEER. DEGREES CLOCKWISE _ FROM OFFSET UNE j X1 TO POINT 0' K`ryl BASE PLATE 2" RAD. O CONCRETE SHALL BE CLASS 4000P POURED IN PLACE WITH FORMING ON THE 90, o R (TYPICAL OFFSET DISTANCE) TOP 3-1/2" AND ALL ABOVE GRADE PORTIONS OF THE FOUNDATION. i . O LOCATION STATION Os SIZE AND NUMBER OF CONDUITS PER PLAN. R^tOitiy PLAN VIEW I re qt t t0 SAW CUT PAVING WHEN FOUNDATION IS IN EXISTING PAVED SURFACE. POLE ORIENTATION ATTACHMENT AND BASE DETAILIII D -A 85' 9" tt BOLT CIRCLES AND ANCHOR BOLTS ACCORDING TO MANUFACTURER'S SHOP A B • H DRAWINGS AND SPECIAL PROVISIONS. _ T A B `o O A B A B C 12 CONDUIT SHALL EXTEND 3" ABOVE FOUNDATION. 2" NOM. GROUT PAD o o 0 !'I N © t 13 SEE WSDOT STANDARD PLAN J-20.10-03 FOR BASE PLATE, REBAR, ANCHOR CONNECT bThI I F- w GROUND TO POLE WITH 1/2" DRAIN HOLE J } BOLTS & POLE DETAILS FOR TYPE PPB POLE. SEE WSDOT STANDARD PLAN GROUND STRAP ® FLUSH IN PAVED AREAS. -7- O r - __ ___ __L _ p J-21.10-04 FOR TYPES PS AND 1 POLES. Q e ei 0ANCHOR BOLTS In H T - - - - - J8 G 14 EXTEND SYSTEM GROUND TO ALL EQUIPMENT (PPB'S, TERMINAL CABINETS, PEE 3/4" CHAMFER, NO I SIGNAL HEADS, ETC.) THAT IS LESS THAN 12' ABOVE POLE BASE WHEN CHAMFER IN PAVED AREAS r1" MIN. - 2" MAX. IN ,i CONCRETE POLES ARE REQUIRED. 10Py UNPAVED AREAS, FLUSH VEHICLE HEAD STANDARD I E 1 -BOTTOM OF SIGNAL WITH SIDEWALK IN TYPE I HEADS OR SIGNS b } PAVED AREAS. •-VERTICAL CLEARANCE '�� MINIMUM: 16'-6" I- M < ��'. I `\`\ MAXIMUM: 19'-0' a 1 _.� �, _ _ YV�� NO. 4 RD. OR SQ. OItsli_ Z FOUNDATION DEPTH TABLE J HOOPS E ERO D AT `o- 1./ IN 1'-0" CENTERS UMITS OF VERTICAL CLEARANCE REQUIREMENT =_ 0 a5 '� 8 N0. 8 BARS m -yu �j ALLOWABLE LATERAL FOUNDATION TYPE 2, 3 & D(MASTARM STD'S T 0 i EQUALLY SPACED n N SURFACE OF ROADWAY '? • iri o ' BEARING PRESSURE TYPE 600 900 1200 1500 1900 2300 y ,. I 3' - 0'ROUND 10'-0" 10'-0' 11'-0- 11'-0' 15.-0" 18'-0" 5/8" X 8' 8"M 6" CLASS 4000P CONCRETE �I © mt 1000 PSF 3' -0"SQUARE 8' 0" 8' 0' 9' 0' 9' 0' 10' 0' 11'-0' 171 COPPER CLAD- o o I CURB OR EDGE OF SHOULDER 4' -0"ROUND 8'-0' 8'-0" 9'-0' 9'-0" 10'-0' 11'-0" GROUND ROD F2-1/2" I Q _ 3-O" O 3' -0'ROUND 8'-0' 8'-0' 9'-0' 11'-0" 13.-0' 15.-0' WIDTH OR DIA. CLEARANCE 'n I SIGNAL STANDARD WITH MAST ARM MIN 1500 PSF 3' -0'SQUARE 7' D' 7' D' 7' 0' 8' 0' 8' 0' 9' o' FOUNDATION DETAIL A PEDESTRIAN TYPE IIA (SINGLE ARM) TYPE IIIA (SINGLE ARM W/LUMINAIRE) TYPE SD (SPECIAL DESIGN) 4'-0'ROUND 7'-0" 7'-0" 7'-0' 8'-0" 8'-0" 9'-0" a / ) 3'-0'ROUND 6'-0' 6'-0' 7'-0' 8'-0" 9'-0' 11'-0" FOR SIGNAL STANDARDS TYPE II AND TYPE III PUSH BUTTON POST TYPE IIB (DOUBLE ARM) TYPE IIIB (DOUBLE ARM W/LUMINAIRE) (See Detail in Specifications) 2500 PSF 3'-0"SQUARE 6'-0' 6'-0" 6'-0' 6'-0' 7'-0' 7-0" U TYPE PPB 4'-0'ROUND 6'-0" 6' 0' 6' 0" 6' 0' 7' 0' 7' 0' r. -w SIGNAL STANDARD DETAIL CHART MOUNTING SIGNAL MAST ARM DATA POLE ATTACHMENT POINT ORIENTATION ARM FOUNDATION FIELD LOCATION LENGTH DEPTHS HEIGHT STL / REMARKS a POLE POLE (FT) R = OFFSET (ft) FROM POLE CA TO ATTACHMENT POINT W = WINDLOAD AREAS (ftsq) W x R = F1 G1 H1 K1 Ni (FT) (FT) c NO. STATION OFFSET LT RT P.O.A.(DEG) TYPE Y1 Y2 Al A2 A3 A4 A5 B1 82 83 B6 C D Al A2 A3 A4 A5 B1 B2 B3 C TOTAL(ft3) E F3 GG3 H2 J1 K3 M N3 X1 X2 3' RD 3' SO:CONC. U / F 1 STA 56+62.1 55.4 / 0 IIA 18.0 39.0 28.0 9.2 9.2 616.4 0 1$� 0 90 0 40 STL y 2 STA 55+93.0 31.7 / vvv 0 IIIA 18.0 35.0 35.0 23.5 11.5 31.0 17.5 33.0 11.6 9.2 9.2 10.0 1038.0 0 0 70 1 80 90 35 12 STL 0 3 STA 56+54.0 31.6 JJ 90 IIA 17.0 25.0 14.0 6.0 6.0 18.0 11.6 9.2 9.2 9.0 678.0 0 1 80 90 30 STL V - - 180 NOTE TO REVIEWER: 4 STA 57+37.5 31.6 J 0 IIIA 18.0 35.0 37.0 25.0 13.0 33.0 1 1.6 9.2 9.2 9.0 1075.8 0 0 180 90 40 12 STL FOUNDATION DEPTHS WILL BE PROV DED - _ _ AT A LATER SUBMITTAL. GEO TECH REPORT 5 STA 58+05.6 34.3 / 90 A 17.0 19.0 11.0 5.0 15.0 9.2 9.2 9.0 321.0 0 180 90 20 STL INDICATES A NON-STANDARD SIGNAL POLE FOUNDATION IS REQUIRED BECAUSE OF vvv THE LOOSE SOIL. U 6 STA 58+11.1 43.0 J 0 IIIA 18.0 35.0 27.0 15.0 21.0 9.2 9.2 386.4 0 0 64 270 90 270 30 12 STL 29.0 ry 7 STA 55+94.5 57.8 / J LT STD 35.0 0 323 270 270 12 STL 8 STA 58+09.0 30.5 J / PPB 90 STL 9 STA 57+94.6 54.5 / PS 0 STL 811 A `� E 10 STA 57+50.4 54.3 J LT STD 35.0 0 207 323 270 270 12 STL Knac what below. U C811 before you dig. E COMMUNITY TRANSIT Drawing No. Perteet Drawn By Dote Hor F 7. vim"-'moo a 1 75%SUBMITTAL D,eN;9n,d By 9/27/16 „°„4 SEAWAY TRANSIT CENTER SG6 425-252-770011-800-615-9900 COMMUnItyt ,, NOT FOR MS 9/27/16 Sheet No. 2707 Colby Avenue,Suite 900 s.uf;e A 1�)' CONSTRUCTION Checked By MH 9/27/16 Vert No. Dote Revision B, APPr gi Everett,Washington 98201 Approved By P201101 023 r SIGNAL POLE SCHEDULE of Total