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L621 - L622
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L621 - L622
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Last modified
3/29/2024 11:25:39 AM
Creation date
1/22/2016 6:22:40 PM
Metadata
Fields
Template:
Large Plans - LP
Project
Signal and Lighting
Limits
Pershing Avenue and Douglas Road
Year
1990
Project Engineer
William Elias
Roads Worked
Pershing Ave., Douglas Rd.
Red Lines
Yes
Supplemental fields
Classification
Improvement Plans
Cross Ref
L621 - L622
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1(r DENOTES EX/STIN6 CoAlotllTj SEE PROJECT NOTES Fil ,AND <br /> r TEST 6YPA55 <br /> SOCKET <br /> 12gl240V �~r �_❑ , , ANO SU PPORT CONDUCTOR AND CONDUIT SCHEDULE <br /> /0,3 WIRE --r/20V <br /> POLE AND EQUIPMENT SCHEDULE SANo/N --�NEUT i WC7 COIVDU/T SIZE 2V2' 3" try 3� 3`� 2/i 3 *2�z 2-3 2 <br /> / / , <br /> G OR <br /> LUGS `�L/D X00 A,240 v, 3PIG.8. LE CONDUIT RUIV 3 Q SQ Q Q Q <br /> STANDARD PLACEM'T VEH S/G•MrG PE/�S/G. I NEUTRAL <br /> MTS PPB I /PS I LUG SOA, I2OV" 'Pce. VEHICLE <br /> I �'e I <br /> SPECIAL REMARKS : - r-1 I20V TO TRAFFIC <br /> LOC. 7-)IPE SMA LMA A" NB" MA POLE 95 MTG. � ARROW Z_U". I —;-1 .5IGNAL �I 3 3 3 <br /> 3o A, z4oV, 2Pcs l Z 3 3 ,3 <br /> I __l �_240V coNTAcroR Qj4 3 3 3 (0 3 <br /> IT I8-4-80 25` SP-/-T 2 �— 5N5 `Pe�sh�i19 Ave " 3 3 3 3 <br /> MAS 5V-/-T 4 z40V TO I _r_ 05 <br /> POLE TOP MOUNTED PEU -410 �n�� I o <br /> STREET I 124ov ro INTER5ECTION NO. 6p 3 3 3 3 <br /> TV—/—T 2 5'p_I_T 4• �♦ ' 301 LIGHTS L_ — y6 BAREGROUNOWiRE I LIGHTS 8 3 3 Co .3 3 3 Co <br /> 30 — rr/q PE E5TRIANS/GNAL <br /> C 2(0 4-80 ¢O+ /$ ' MAS SV-/-T <o SP-I-T 4 �-- 200W SNS " DOUyl08 Rd. " A5 INDICATED ON •5,IcH <br /> -- A <br /> MAS 240 v !�I l U STREET LIGHT/NG PLAN POLE TOP 2 4 Z 4 <br /> GROUND 4P 2 2 2 2 ¢ <br /> I 2 2 <br /> ROD MOUNTED Z 2 4• <br /> --_ __- --- -• i <br /> P 6 U <br /> �6P S+ <br /> - - 08P 2 2 2 2 2 Z <br /> D I-A 7V- /-T 4- SR/-T (o :1bRED A15H BUTTON <br /> 0 SERVICE WIRING DIAGRAM /¢ <br /> FOR TYPE IIT-AF SERVICE CABINET IPPB <br /> /T8- 4- 80 25` MAS SV-/-T 6 SP-/-T !o �-_ SNS "Pershlily Ave" � 4ppe <br /> E <br /> 6 PPB <br /> 411 <br /> F I- A TV-/-T (o SP-I-T 8 —1 k O PED COMMON <br /> 3 3 <br /> G Z6- ¢80 40' /5' MAS SV-1 T 2 Sp-/-T 8 +-- 200 W SNS ` DOU005 led." � Q N SPARES 3 3 3 !� 3 3 3 3 9 3 <br /> MAS 240 / \ RoTAL. NQ 14- /O /9 Z./ 4 02 25 /O /(v /0 59 /3 <br /> (� DETECTORS <br /> H /-A TV-1-T 8 SP-/-T 2F_* <br /> �? -{ <br /> U1 Il D o2g <br /> r L <br /> �I y <br /> O D I N E TOTAL D L C <br /> 5IC SASNAL /NTERC0NJV&C / Z <br /> 11 <br /> IQ/ 20 �4p _� L 1 EX/ST. /!Z`C, INSTALL 2 DLC I SIC NO, LUM/NA/RE 2 2 2 2 <br /> !O SIGNAL COMMON / I I 2 <br /> O I <br /> � TOTAL NO. /O / 3 3 4 3 <br /> � 8 � EX/ST. !%ZC, NSTALL <br /> a / D[.c / szc <br /> 0.5 - ---- - — - - - - - - - - - —� <br /> r-1INSTAL1- SIC CONTINUOUS <br /> 10� _ TO BEND. HOLT DR. CONTROLLER <br /> Pershing �_Y 1Q34 ; — L i ABINET/,VEX/sl. CONDO?. <br /> D /80'TOL/M/TL/NE <br /> --$— - - 1 _ <br /> —O 05 i i r F- r �/ t f--1 r-1 r-1 r-� -O -J <br /> L—J L— J _� L_ S L—J L_J L_J \ <br /> INSTALL SIC CONTINUOUS Avenue <br /> TO SWAIN RD. CONTROLLER <br /> CAB/IV ET/NOXIS'T. COND11/T �¢ 3 � SNS 1 8 _ 1 <br /> EX/ST. //Z`C, INSTALL ZDLC, SPP R34 �¢ G <br /> EX/ST. /Wb, AAMLL OLCy/SIG - <br /> R/W 1 Szc CB r �, R/W <br /> CONSTRUCTION NOTES: �(� S( ` Z �yS <br /> 1 . All work and material shall conform to the Plans and Specifications <br /> Z PHASE DIAGRAM <br /> dated January 1988 of the California Department of Transportation and ~Pro j @Ct Notes : <br /> O/O i,� <br /> the Special Provisions for this project. 1 ` Y i S7L�ADY DEMAND SEQUENCE �6P <br /> 2. Label pedestrian and signal commons separately in the controller A 4 J \ + <br /> m �4 06 <br /> cabinet. ~ /� /N5TALL TYPE "P" CABINET �¢p <br /> 3. Pole, dpullbox ,the <br /> detector and controller cabinet placement shall be Z \ U ` <br /> located in the field by the Engineer. WITH TYPE 90 COIVTROLLEA Z- \ � + 1 �Z '- 06 # i <br /> 4. Installation of detector wires in saw cuts shall be in the presence of AND AUAILIARY EQUIPMENT trN \ _ , <br /> rA_ <br /> the Engineer. J <br /> v. Sidewalk removal shall be to the nearest score mark and shall be 1/V57ALL 2-34 CONDUITS /�;CA � � � + ' 0% ,[ � <br /> determined by the Engineer. ` •7- SvS <br /> 6. Install photoelectric control unit on to of mast arm BETWEEN CAB/NET ANO #�o 'Z � � � <br /> p pole closest to %. \ U /E�S �Z <br /> service cabinet. PULL BOX . TOP OFFOUNOAT/ON G `w �. � <br /> 7. Flashing indications shall flash in red on all phases. r' <br /> 8. All pullboxes shall be number five unless otherwise noted onplan if needed. SHALL BE 16" ABOVe (TRADE• N <br /> 9. Pedestrian indications shall be international symbols. i 0 2 �S <br /> 10. Conduit runs are for information only. -)oSee specifications for s? � <br /> details. UTIL/TYPOLE FLASH/N6 OPERATION- ACC RED <br /> � /INSTALL TYPE 71L -AF, /20� ` � <br /> 11. All excavated areas shall be protected from pedestrian and vehicular 240 V. / �� 3 W/RE SERV/CE. <br /> traffic at all times. / <br /> 12. All traffic signal foundations not used shall be chipped 4" below 1NEX1577/✓¢ riONQu/! <br /> sidewalk grade and replaced with concrete or landscaped. Abandon all EX/ST/NG 3" CONDUIT 2++C <br /> unused conduit in place (remove all conductors) . <br /> s , , <br /> i <br /> Azz _ _ I(D I <br /> retar^Irl a1"agea'b3 e s y . pmen; .*..4a--the ® IVEW 3 CONDUIT 3� I7"z" <br /> "C <br /> 14. The Contractor shall back fill with cutback each night any areas not AND TERMINATE <br /> completed to its finished state. SNS $TiPEET/YAME S/lN p L <br /> 15. The Contractor shall be responsible to notify PG & E and other utility 3 3#Z CONDUCTORS /N <br /> companies prior to the start of work. The Contractor shall call HULL BOX T2j FAC/L/TATE <br /> U.S.A. (800-642-2444) 48 hours prior to any excavation. <br /> UTIL / TY HOOK UP. ,E�X�pires 3-3/-'lR Expires q-30-9p <br /> 16. All near side pole-mounted traffic signal heads and all /D/ 1Y5 4-36-,73 <br /> pole-mounted heads on mast arm poles shall have l2 inch ExQ�pFESSIp\ p SEF SEF 3/� <br /> indications. CAll athii traffic signal indications shall be DETA/L /I ° R J ql\ QQ �Nq gOFESS/ <br /> SEE DETAIL 'A " <br /> 12 inch) No SCA L E e°��� FTi 2� �Q�° ��R J. F `Z �°e R f ql <br /> 17. All signal heads shall have ventilated backpl ates. <br /> 1iR-4) ml c� .� <br /> cs -�2Y� <br /> using hydroblasting method. � zl <br /> �* <br /> 19. All interconnect conduit shall be 2" with pullrope and have srgT AFF �w *s/FCTR�C� P* <br /> pullboxes every 200 ' . EnFCh1�Foe l4TEopcPU��PN sja elvi H`P <br /> 20 . ^NS , to be 2.4" wide double face with 8" u rFocCALFV� <br /> _ pper case <br /> and 6.. lower case letters ' <br /> 21 . A11 traffic standard poles and controllerNote: This plan accurate for electrical work only. <br /> cabinet <br /> to be located behind the concrete sidewalkes. <br /> SCALE /"= Zo' prepored B <br /> Wilbur J. Elias P. E. y SHEET <br /> DEPARTMENT OF PUBLIC WORKS SIGNAL AND LIGHTING <br /> lar <br /> ngineering ervices 41 W. Yokuts Ave. , Suite 223 DESIGNEDBY2 LL a_ ao _ g0 COUNTY OF SAN JOAQUIN , CALIF. <br /> Stockton Col ifornio 95207 DRAWN BY NL Wilbur J. Eli 3 , P.E. Dote APPROVED BY PERSH ING AVENUE a DOUGLAS ROAD <br /> Phone :(209) 477-6984 CHECKED BY INJE RCE 27470, 6215 , RTE 4I �n� � � � � Z /9� <br /> DIRECTOW OF PUBLIC WORKS DATE OF2 SHEETS <br />
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