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<br /> LEG EN D �
<br /> Typical CL Signal De�rees Clockwise to � q.
<br /> Arm Attachment T�ypical Attachment K K A. VEHICLE SIGNAL HEAD G. POLE MOUNTED SIGNAL HEAQ
<br /> Point Po�nt from 0' Pedestal � 3 G B. TRAFFIC CONTROL SIGN H. HANDHOLE �
<br /> Connect System Ground N C. STREEf NAME SIGN J. PRE—EMPT INDICATOR
<br /> Slotted Holes Not to Pedestal Ground Strap __. 0 2 D. PRE—EMPT DETECTOR K. PEDESTRIAN SIGNAL HEAD
<br /> Permitted � 2 0 � � E. LUMINA(RE M. TERMINAL COMPARTMENT
<br /> p� � � � � N `i � 6 F SIGNAL MAST ARM N. PEDESTRIAN PUSH BUI�TON
<br /> x\ � �x K K I
<br /> � 90 � � Bolt Circle - �
<br /> � � �- �
<br /> 13 Finished Grade o � O
<br /> Q ►� �,., H �1 dTES
<br /> �
<br /> . . All Hand Holes Shall - ���E���I�� 1 ELEVATOR PLI;MBIZER MOUNTING COUPLINGS INSTALLED BY
<br /> � �8 Be at 180' except where g � z 6 Q
<br /> Specified Otherwise � N � �(��� ��`�"�N ���`�" FABRICATOR AT OFFSET DISTANCE INDICATED BY CHART.
<br /> �� Pole Base Dia. 2 � � TYPE PPB 2 FIELD INSTALLED, ORIENTATION T0 BE AF'Pi�OVED BY
<br /> e / � ia O
<br /> CO� 270 �U System Ground Wire H �������l�� ��� ��A���1�D ENGINEER. ON CONCRETE POLE ALL FITTINGS MUST BE
<br /> Pole 0 ientation �
<br /> \ � � 11 Anchor Bolts and 8 to Ground Rod at IYPE PS FACTORY 1NSTALLED.
<br /> Angle �P.O.A.) . Bolt Hole s First J.Box.
<br /> Degrees Clockwise ,` 6 15 (�3 SEE SPECIAL PROVISIONS FOR LUMINAIRE AND LUMINAI�2E ARM
<br /> from Offset Line � 2" Rad.
<br /> N TYP E.
<br /> .
<br /> to Point 0 9O� o�� Base Plate FOUNDATION D�1"AIL B VEHICL�E H�C� S�'ANDAR[� E 4 fF SOiL CONDITIONS AT THE SITE ARE NOT EQUAL lT0 OR
<br /> • • O BETfER THAN SHOWN IN FOUNDATION DETAIL A THIS SHECT,
<br /> � Location Station (�7 FOR TYPE PPB, PS AND 1 TRAFFlC STANDARDS TYPE 1
<br /> � � THEN NEW FOUNDATION DIMENSIONS SHAL.L BE PROVIDEp BY
<br /> °aay�py x2 THE CONTRACTOR.
<br /> PLAN VIEW R (IYPICAL OFFSEf DISTANCE) O ALL POLES AND POLE BASES SHALL HAVE ONE EXTRA 2"
<br /> CONDUIT THAT EXTENDS TO AND iS CAPPED IN THE
<br /> X � ARCHED LUMINAIRE ARM NEAREST JUNCTION BOX. UNLESS OTHERWISE APPROVED BY
<br /> POLE ORlENTATION ATTACHMENT AND BASE DETAIL � � THE c�-nr ENGINEER.
<br /> � � �
<br /> A D 9" O HEIGHT FROM FINISHED GRADE TO CENTER OF PEDESTRIAN
<br /> B 85� N PUSH BUTTON.
<br /> A B A B �' �
<br /> Connect System Ground 2" Nom. Grout Pad with __
<br /> A �7 ALL POLE LOCATIONS SHALL BE APPROVED BY THE CITY
<br /> to Pole Ground Strap � 4 1/2" Drain Hole Flush B C
<br /> in Paved Areas. ENGINEER.
<br /> 10 FOUI�IDATION C�EF�TH TABLE 2 F � -, 8 CONCRETE SHALL BE CLASS 300� POURED IN PLACE WITH
<br /> 1 1 Anchor Bolts +
<br /> 8 �'`-1— ---� � � H� FORMING ON THE TOP 3-1 2" AND ALL ABOVE� GRADE
<br /> ALLOWASLE XYZ (CU81C FEEf) ______ 2 � �
<br /> „ LATERAL FOUNDATION `�----------_ PORTIONS OF THE FOUNDATION.
<br /> ��4 Charnfer, �10 Chamfer � � BEARWG TYPE TYPE 2, 3 & SD MASTARM STANDARDS —'—" ---.____._ J
<br /> in Paved Areas 1" Min. - 2" Max. PREssuRE I —"' -----
<br /> (Ps�) soo soo �,200 �,�oo �,soo 2,3oa Bottom of Signal G � SIZE AND NUMBER OF CONDUIT(S) PER PLAN.
<br /> {n Unpaved Areas, Heads c�r Signs �
<br /> Flush with Sidewalk 3' ROUND 10' 10' 71' 11' 13' 15' ( x
<br /> in Paved Areas. , � K ' K � 10 SAW CUT PAVING WHEN FOUNDATION IS IN EXISTING PAV�D
<br /> c�' 1,000 3' SQUARE 8 8' 9' 9' 10' 11'
<br /> � 4' ROUND 8' 8' 9' 9' 10' 11' ( � p � SURFACE.
<br /> � Vertical Clearance o _ � >-
<br /> � \ No. 4 rd. or s 3' ROUND 8' 8' 9' 11' 13' 15' Minimum: 16�-6'� = � M o^
<br /> -� / Hoops as Req'd , , Maximum: 19'—Q" �'j a �� 1 1 BOLT CIRCLES AND ANCHOR BOLTS ACCQRDING 'TO
<br /> Q o ,_ „ �,500 3 SQUARE �' 7' r 8' s s' � �„ MANUFACTURER S SHOP DRAWINGS AND SPECS.
<br /> c� / at 1 0 Centers
<br /> .- � z I � �
<br /> -� 8 No. 8 8ars 4' ROUND 7' 7' 7' 8' 8' 9' �
<br /> 5 � Equally spaced s' ROUND 6 s �' tt' 13' �5' ( z = N � 12 CONDUIT SHALL EXTEND 3" ABOVE FOUNDATION.
<br /> � o �
<br /> .° 9 � 2,500 3' SQUARE 6' 6' 6' 6' 7' 7' Limits of Verkical Clearance Requirement � �j 2 0
<br /> �,� — Class 3400 Concrete o `� � � 3 SEE WSDOT STANDARD PLAN J-7a FOR BASE PLATE, RE�AR,
<br /> � � 8�� 6�� 4' RouND s s' s' s' �' 7' Surface of Roadway � o ANCHOR BO.LTS 8c POLE DETAILS . FOR TYPES PPB, PS, AN(� I
<br /> u�'� � 'rJ�B�� X 8' Copper TH1S TABLE BASED ON A � VALUE OF 26'. FOR DOUBLE MASTARM
<br /> � a, 2-1 2�� STANDARDS WITH 90' BEt'WEEN ARMS USE THE LARGER XYZ VALUE Curb or Edge of Shoulder POLES.
<br /> � o � Clad Ground Rod � - -
<br /> � v Width or Diameter Clearance FOR FOUNDATIONS DEPTH SELECTION. A SPECIAL FOUNDATION DESIGN 3�_0,� oo �
<br /> �, � 4- IS REQUIRED FOR DOUBLE ARM STANDARDS IF THE ANGLE IS NOT 90°.
<br /> � ,� � � , MIN 14 EXTEND SYSTEM GROUND TO ALL EQUIPMENT (PPB'S,
<br /> � � TERMINAL CABINETS, PED SIGNAL HEADS, ETC.) TI-`,�1T IS LESS
<br /> � � > CALL 48 HOUR3 FOUNDATIDN DETAIL A �I��1�L. S�'��1�AI�D 1NI1�H MA�� ARN� THAN 12' ABOVE POLE BASE WHEN CONCRETE �POLES A�E
<br /> BEFORE Y�U DIQ FOR SIGNAL STANDARDS TYPE II AND TYPE III FOR TYPE lIA (SfNGLE ARM) FOR TYPE IIIA (SINGLE ARM W/LUMINAIRE) TYPE SD (SPECIAL DESIGN)
<br /> REQUIRED. �
<br /> 1 800 424 6566 FOR T�'PE 11B (DOUBLE ARM) FOR TYPE IIB (DOUBLE ARM W/LUMINAIRE) (SEE DETAIL IN SPEC(FICATIONS)
<br /> � � � 15 COIL 30" OF POLE AND BRACKET CABLE FOR GONNECTIQN
<br /> �
<br /> BY PUD. PROVIDE WASHER AND BUSHING TO SECURE WIFZE
<br /> � PER WSDOT/APWA STD PLAN J-1 e.
<br /> �
<br /> � � SIGNAL STANDARD DETAIL CHART �
<br /> � � ARM FOUNDATION
<br /> MOUNTING SIGNAL MAST ARM DP,TA POLE ATf�ACHMENT PQINT ORIENTATION
<br /> ° � FIELD LOCATION � HEIGHT LENGTH DEPTHS , REMARKS
<br /> POLE POLE (�O R = OFFSET (ft) FROM POLE C/L TO ATfACHMENT POINT W = WINDLOAD AREAS (ftsq) W x R = F1 G1 H� K� N1 (�f) (�) STL /
<br /> N0. CORNER STATION OFFSET P.O.A. IYPE 3\ E F2 G2 J 1 K2 M N2 4' RD. CONC.
<br /> (ON LINE) (F-�-� LT RT �DEG) Y1 Y2 A1 A2 A3 A4 A5 B1 B2 B3 C D A1 A2 A3 A4 A5 B1 B2 B3 -C TC�TAL (ft ! LUM ,�M ,,,�F3 � G3S H2 B�.�oN P�K35 TERM �.� �N3 MASX�M LUMINAIRE 3' RD 3' SQ. .
<br /> � NW WMVD 49.5' PS 9�° 90° STL `
<br /> STA 32+52
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<br /> � 2 SW WMVD 44.5' 0° II—A 17.5 37 26 19 3� .5 9 9 5 662.0 0° 18�° 315` 18U° 90° 270` 40 10 8 STL ;
<br /> �, STA 31 +53 J 0
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<br /> �' � WMVD � /
<br /> � 3 SE STA 31 +87 41 .0 J I , 0° 0' STL
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<br /> �° SE WMVD 41 .0' 0` _. . _ �, . � 9_
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<br /> � STA 31 +99 - � f� � (
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<br /> � � o " . //l. �32`i' �3J .. i �� 1 $
<br /> � „ 5 NE WMVD 42.0 0 II—A 18 33 22 38.5 10 27 12 9 5 5 836.5 0` � 80� 315° 90° 40 10 8 STL u -,�,;�_��_,�����`_- ���� � � ,; ( �
<br /> �- � STA 32+55
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<br /> � ,��.o� �ASkI Ho°�z� NONE _ _ _ . N��TH MAR I NA R ED EVELO P M ENT o�aW�n9 No:
<br /> :,__, o ��' - ,_ct� vert: � . . I
<br /> � � � � Desi ned By: s . 4 .� .. v_ _. . 728 134th Street SW � Su�te 200 �N FRASTR U CTU R E P HAS E 1 : ��j �,. . c`�►
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<br /> K�" � � �` 1 1 1 ' 1 Everett, Washin ton 98204 ��AFFI C S i G NAL--W IVIVD AN D 13TH STR E ET
<br /> � � � � �� � �Ins ected 8
<br /> � Sheet ��o.
<br /> o � � � 4 2 2 6 2 � ��W P Y� i� � �
<br /> �ss GrsTER`���� �'�1/��"L'�`7°'
<br /> � � � °' ���� � ���.��� � ������� � Ph: 425741-38�o SIGNAL PCJLE� S�CHEDULE . �:� . �
<br /> o � � �`- rorraL �� w.o. No.:
<br /> � � � w 0 8/4/06 PERMIT APPROVAL/CONSTRUCTION
<br /> _ �83
<br /> .
<br /> � � ¢ X N0. DATE BY REVISION EXPIRES oi o2 �'1 ��AUGUST 4, 200
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