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Typieal CL Signol Deqrees Cloekwise to �4 K K _ I�EGEND <br /> Arm Attachment T_ypicai Attochment A. VEHlCLE SIGNAL NEAD G. POLE MOUNTED SIGNAL HEAD <br /> Point Point from 0' Pedestol t 3 c B. TRAFFIC CONTROL SlGN H. HANDHOLE • <br /> Connect System Ground N C. STREEf NAME SIGN J. PRE-EMPT tNDICATOR <br /> Slotted Holes Not to Pedestal Ground Strap o 2 D. PRE-EMPT DEfEGTOR K. PEDESTRIAN SIGNAL FtEAp <br /> . � \ Permitted 12 �� K K o N � � E. LUMINAIRE A�. TERMINAL COMPARTMENT <br /> i i F SIGNAL MAST ARM N. PEDESTRIAN PUSH Bt1TTON <br /> / 90' �� Bok Circle . W � a� M <br /> 13 _ --- - - Finished Grode_ _ _ _ -6_ _ __ --_ __. ___--__ <br /> _ _ _ o _ M __ ____ _ ? __ NOTES <br /> _ ----- -_ <br /> _ — - -_ _ - -- - _ , <br /> o M H <br /> RII HonQ Holes Sholl PEDES7RIAN O1 ELEVATOR PLUMBfZER MOUNTING COUPLJNGS INSTALLED Blf <br /> ' � �8 Be at 180' except where g � � z <br /> Specified Otherwise � 'a�o N � 6 PUSH :BUTTON POST FABRICATOR AT OFFSET DISTANCE INDICATED BY CHART. <br /> � Pole Bose Dia. 2 � � NPE PPB O FIELD INSTALLED, ORIENTATION TO BE APPROVE[3 BY <br /> 270' ��` S em Gro nd Wire "' � PEDESTRIAN HEAQ STANDARD ENGINEER_ ON C9NCRETE POLE ALL FfTTINGS MUST BE <br /> Pole 0 iento{�'on Z i 1 Anchor Botts and 8 ��rou d �od at 7ypE ps FACTORY INSfALLED. ' � <br /> An Ie �P.O.A.) �rs J.�ox. � <br /> Degrees Ciockwise �� � Bott Hole's 6 i5 O3 SEE SPECiAL PRpV(SIONS FOR LUMiNAIRE AND LUMINAl12E ARM <br /> from Offset Line 2» Rad N 1YPE. <br /> to Point 0' Base Plate <br /> s o FOUNDATION DE�AlL B V�HICLE HEAD STANDARD E O IF SOIL CONpCRONS AT THE SITE ARE NOT EQUAL�ro oR <br /> � Location Station O7 FOR TYPE PPB, PS AND t TR4FFIC STANDARDS 7ypE � BEfTER THAN SHOWN fN FOUNDATION DEfAIL A THIS SHEET, <br /> 3 TNEN NEW FdUNQATION DIM�NSIONS SHA6L BE PRpVIDER BY <br /> ROodwoy XZ 7HE CONTRACFOR. <br /> P� ��� - R (TYPICAL OFFSEf DfSFANCE) $�ALL POLES AND POLE BASES SHAL! HAVE ONE EXTRA 2" <br /> X� ARCHED LUMINAIRE ARM NEAR ST UNCT�ON B X.T�NLE S 10TH RWfSE'AP ROVED BY <br /> POLE ORtENTATION ATfACNMENT AND BASE pETAIL , , � <br /> THE CIN EN6INEER. <br /> q � 9" O6 HEIGHT FROM FINISHED GRADE TO CENTER OF PEDESTRIAN <br /> B A B A 85 � } PUSH BUTTON. <br /> B A <br /> 2" Nom. Grout Pad with g O7 ALL POLE LOCATIONS SHALL BE APPROVED BY THE Cl1Y <br /> Oonnect System Ground �4 � <br /> to Pole Ground Strap 7/2" Drain Hole Flush � ENGtNEER. <br /> in Pwed Areoa� � . . . ; . � <br /> 10 11 nnchor Boits FOUNDATIQN DEPTH TABLE �J 2 f ° � O CONCRETE SHALL BE CLASS 300p PQURED IN PLACE WI'(H <br /> 8 uiowae� xrz(cueic r�r� � �-"'--- � �, FORMING ON THE TOP 3-t/2." AND ALL ABOVE GRADE <br /> 3/4�Chamfer, No Chomfer 10 e��c �W7NYp�E�µ 7YPE 2,3&SD M45fARM SfANDARDS I �--"----- 2 PORTtONS. OF TbIE FOUNDATION. . , <br /> tn Puved Meas � 1� Min. — 2�Max. PRESSURE �—'�--- J <br /> In unpwed Areas, �P�> � �o i,zoo i,soo i,soo z� I Bottom of Stgna� � � O9 SIZE AND NUMBER OF CONDElIT(S) PER PI.AN. . <br /> Neods or Signs <br /> Flush with Sidewalk 3'ROUNo to' to' ti' 1t' i3' is' X <br /> �, in Poved Areas. �� g S�uarsE e' e' e' s• to' i�' � � K K '� 10 SAW CUT PAVING WHEN FOUNDATION IS IN IXISTIN6 PAVED <br /> � 4'ROUND a• s' a' e' io' ir Vertical Clearance o � o } SURFACE. � <br /> � � No. 4 rd. or sq. 3'ROUND e' e' e' n' is' �5' Minimum: 16'-6" o I M o� � � <br /> � Hoo os Re d Maximum: 79'-0" � o (� �,- 1 1 BOLT CIRCLES AND ANCHOR BOLTS ACCORDfNG'TO <br /> 1.500 3'SQUdRE 7' 7' 7' 8' 8' 9' I � i7 � <br /> 0 o t �0' C e n�e re I r+ � Z �� M A N U F A C T U R E R'S S H O P D R A W I N G S A N D S P E C S. <br /> �j +' 8 NO. 8 BOf3 4'ROUND 7' 7' 7' e' 8' 9' � . . � : . . . . <br /> IN i <br /> E4uatly spoced 3'ROUND 6 B 7' ti' �3' ts' <br /> � Limits of vertical Ctearance Re uirement � � �� � 12 CONDUIT SHALL`EXTEND 3" ABOVE FOUNpAl10N. <br /> g 2,soo s'souaxe G: 6' 6' 6' 7' 7 � �3 SEE WSDOT STANDARD PLAN J-7a FOR BASE PCATE, RE9AR,. <br /> �/ Class 3000 Cortcrete o � -�'� o <br /> / g^ a'aourib s' s' e' e' Y �' Surface of Roodway t <br /> / �,_ 8" I i� � ANCHOR BOLTS & POLE DETAILS.FOR NPES PPB, PS,. qND 1 <br /> �— b/C' X S� Coppe� THIS TABLE BASm ON A 0 VAWE.OF 2G.FOR DOUBLE IAASTARAI <br /> � Clod Ground Rod —r� 2—��2� S?ANDARDS WfM 90'BEIWEEN ARMS USE 7HE LARGER XYZ VAWE CUi'b O�EdgC of Shoulder POLES. <br /> � a �d1}i Of Diumeter Clearance FOR FOUNDATIONS DEP7H SELECAON.A SPECW.FOUNDA710N DESIGN ep � � � � <br /> IS REOUIRm FOR DOVBLE ARM STANDARDS IF THE ANGLE IS NOT 90'. � MI 3 N�`i 6 <br /> a'E ' 14 EXTEND SYSTEM GROUND TO ALL EQUIPMEPCC (PPB'S, <br /> � FERMINAL CABINEfS. PED SIGNAL HEADS, EfC.)'TI'AT tS LES� <br /> � > C A L L 4 8 H O U R S FOUNQATtON DETAIL A SIGNRL S7ANDARD WITH MAST ARM THAN 12' ABOVE POLE BASE WHEN CONCREfE ?OLES°ARE <br /> BEFORE YOU DtC� FOR SIGNAL STANDARDS TYPE N AND TYPE III FOR lYPE t1A (SINGLE ARM} fOR TYPE IIIA (5WGLE ARM W/LUMlNAIRE) TYPE SD (SPECIAL DESIGN) REQUIRED. : � - <br /> 'I�SOO-424-6666 FOR TYPE IIB (DQUBLE ARM} FOR TYPE IIB (DOUBLE ARM W/LUMINAIRE) (SEE DEfAIL IN SPECtFlCATtONS) �5 CO1L 30" Of'POLE AND BRACKEf CABLE FOR CONNEC170N <br /> � BY PUD. PROVIDE WASHER AND BUSHWG TO $ECURE WIRE <br /> PER W$DOT/APWA'STD PLAN J-1`e. <br /> � SIGNAL STANDARD DEfAIL CHART <br /> � m MOUNTING SIGNAL MAST ARM QATA POLE ATTACHMENT POINT ORIENTATION ARM FQUNDATION � <br /> 4 FIELD LOCATION HEIGHT LENGTH DEPTHS, REMARKS <br /> P 0. CORNER �ON UNE) �(�� LT RT �DEG) TMP (�,2 A OFFS A (ftA FROA POLE C/L TO ATTACCMENF POtNT A A W A WIN�DLOA 5AR B' �fe 9) C TOTAL(ft3) W�� F3 G3 �����K3 �� N3 �M1(�)�2�3' RD 3� SQ.CONC. <br /> WMVD / PS <br /> � f NW STA 32t52 49.5' J 90' 90' STL • <br /> � WMYD 31.5 180' <br /> � <br /> 2 SW y-TA 31 t53 �'5, J 0' tl-A 17.5 37 26 19 p 9 9 5 662.0 0' �$�• 315' 180' 9�' 270 40 10 8' STL <br /> � 3 SE STA ��+87 41.0' / � . 0' 0� STL <br /> 3 <br /> V <br /> °•. ° sr� PLAPIS APPROVED <br /> � 4 SE �A��99 41.0' / � _ _ <br /> � �� <br /> ^ � 5 NE WMVD 42.0' / 0' 11-A 18 33 22 38.5 1d 27 12 3 5 5 836.5 0' 180' 31S 90' 40 10 8. STL � ' 2D08 <br /> < STA 32+55 v �HO� BLIC BEflVICES ' DATE pUHL�C WOfl S <br /> / � � � - DFAINApE <br /> O� ` Ui1LIT p pUBIIC WORNS PEfUNT�S flE0U1RE0 PP p. <br /> � t� � TO STA IN <br /> / Q�� . � . . . . <br /> � � . � � . . PHOJECl.APPPOVRL f00.TH13 VN0.IECT c <br /> O � � . � � � CONOITIO�NA/yt�,P��il $TpN�AP! <br /> a � � ` � . ; AND FNiipyJyJ_,�,_,�LE55 P£?• <br /> O rm <br /> p ' ' <br /> % ` <br /> � ' . . . ' . _ ' . <br /> ! <br /> o �. NONE �ITY OF EVERETT NORTH M.ARINA REDEV�LORMENT ` ` °`°�"°"� <br /> m �B�: 728 t341h Streef SV!�Suite 20Q INFR�kSTRUCTt1RE PHASE 1 � ��,Cj'�,, � <br /> N � g ,� ._ ��: PUBL�C+ WOR�� � ` ' 1 Everett,Washinqfon 98204 TRAFFIC SIGNAL—WMVID ANQ 13TH STRE�:f' �� w <br /> � <br /> � � � 9g�om.�gp°'� w.�.�.: �T'' ENGtNEER�N.G � P��1���; Pn:�25 7�t-3soo SIGNAL POLE SCMEDULE . 1? <br /> � � 4 O. DATE BY ����REVfS�ON�� �wu�s oi o2 °quGUST 4 200 <br /> �x � ��RVICEg Q�PARTM��1'�' !� <br />