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HomeMy WebLinkAbout297504-T Dat I CevnlY I Route Pwl ISM Sn„! Totq os 58d 23 0407 d. 1 'RAFnC DESIGN ENGINEER egistved Cin?Eng'a esr f6p No- X2/37 f7 f4pl 1 f6p ~— 06 DATE APPROVED JQnILQry 26, 1997 �--0 f,} Q i-- 01 06 I I a fop I I t f8p f5 f1 W I N X 1 02—� + a — (0 3 I I f2 � f8 f5 •--} � I f8 � f3 p f2 o---fl Exist. 1"C,1dlc, ftp add 2DLC 1 f3 f8 1 1 I I I I f4& f7 f1 &f6 I I 1T Existing 120/240 volt service 02 & 06 03 & 07 03&08 f4 & f8 01 &05 02 &05 1 1 TYPE III j (Southern California Edison) j PEC I ' Steady Demand Sequence 1 ,1104 Exist. 1 1/2"C,remove conductors, to © install 5#8 TRAFFIC PHASE DIAGRAM �/6 1 �� 3 08 R/W PB 4 �t® R/W -------------------------------------------Q ; `s5 I QD �—Exist. 1 i/2"C,remove conductors,Pnstall 3DLC BC ----------------- =� — To exist. ' n ------------ ---------------- — Loops. --------------------- -- ROUTE 66 (FOOTHILL BLVD.) 06 6J4U _ — — — 6J2L 6J2U 01 i 6J3L 33 —� 250' t X—walk 5J9U ,` 5J1U 15 1111.1 1190 250' to 213U —wa < 212U 212L �—❑3 — — — — — — — — — f2 ----_---------------� ------�-------- _ f2 'f1 ------- --------------------------------------------------- 08C Exist. 1'C,2dlc J L{U 4�� 7 /!� R/W 4 f4 f7 e 1 7 R/W ELECTRICAL NOTES © i I IF 1 Instal: TV-2—T signal mounting and add 3-12" arrow I 1O .I o ...•.._•.-.�...., -••a.. ...........y ......w a..�.S ..n tion pnuao ucatynviivu. I ULiI' $ 2 Remove and salvage existing standard I DD i Exist. 1"C,2dlc and attached signal equipment. I I 1 1 AS BUILT PLA Q3 Intermediate detection is to be placed midway between dT advance loops and crosswalk 1 1 Contract No.�- 2 9 Z-5 n 4 I I ® Install TV-2—T signal mounting and I I Date Completed add 3-12" arrow indications. i I I 3 DOCument Na s ❑5 See Roadwork Plans for details. 1 6. Exist. inductive loops, shown on the modification plans, < Mcc shall remair in operation. 1 ¢ ° DD 5 1 p c 1 7. Existing conduit: shiwn on the modification plans, L0 IC-4 3 i MODIFY TRAFFIC SIGNAL I shall remain as part of the traffic signal system. I z 1 8. See "Loop DPmensloo Detail" for loop dimensions. I LOCATION 1 a i j ROUTE 66 (FOOTHILL BLVD.) AT VINEYARD AVE.00 p ail f I 100 1 i I I 1J SCALE: 1"=20' U, I L T o< THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY EY-7.�r l� THIS 4EE-1 �f T -n 297504 Jr „ s 1 , 17 I HEREBY CERTIFY THAT THIS IS A TRUE AND ACCURATE COPY OF THE ABOVE DOC4M6JT TAKEN UNDER NY DIRECTION AND CONTROL ON THIS DATE IN SACRAMENTO,CAL,FORNM PURSUANT 10 ALITHOR12ATgN BY THE OIRECTOROF TRANSPORTATION. SUPERVISOR OF7 - ..I. Q SCALE luc.,$p•... �. r AtIagFIW=SATE-OF GtLfFO1t1/YA"-: OF,y YNPOIOKUTIOY'-WCAOFILY:',- -SCAL.E rc.jQl.,, -•SCALE 7:a_.�U" _�� T' ATt011.11iCROFIW _. 0 loo 200 300 - a 500 600 700 O - so _ 100 . .•-�- ., 60 60 IO .20 30 40 CO TO SO 80 ro 20 30 AO 80 70 80 80' ro xO_v:30 40 5 60 70 ~80 90 00;1 ..;.:. ,., .i I. .'.;.i. .i.I.L.I. .i .1.L.7. .I 0.L.1. .i.L.,.1. ..1.J.:1.1.. .L,1:1,,. �I.I.i.i. .I.I 1..�`m r..EGI'.it• .d .,. .L.,.I,.J����....1..,. 1. I I I .i ...1.......J,.. �.."'-."'..40 I,m ..d.� .�I�� I I 1 1 72�.i..., ;.i� •'! SCALE f"-10' m .IDU' -MICRDFIW STATE OF CAUfORWIA DEPARTMENT OF TRARSPPQTAIiOM•MICROFR.N SCALE 1=10 a 1 100 SCALE 1-. qC' AUCROFIW-STATE OF CALIFORNIA-DEPARTMENT.OF TRANSPORTATION-uICROFn.0 50 _ SCALE i".Ad 0 10 20 30 AO 60 .70 80 90 IOG 10 20 30 -q0 150 O zo IO' ao 60 100 20 tO 80 SO 200 20 ao so a0 300 �o an rr on 4� �n .., .,. -., '. .,.. ... .... 600' .. .. .I �. I I I I I I,• I I I i. I I I I I I I I I I i I I I 1 I -- r1 r-I ow I Cwetr I awe. vart Iwo a«e Teen I r---�=JJ-J 1 � ' II I OB SBd 66 51,6,1 9 23 II i L�Fllll j f�a" ®R �T QI TRAFFIC DES GN ENG NEER �J stereo f4 47 6p f4CIvO EngNeer f 1 NOJ?/s7 p� 1 �. --0 DATE A f7 06I � PPROVED January 26. IQ87 46p 44 01 I 02—0 0 or 04p 11,%8p f5 01 w a_p 1 08 1 f5 —! I ftp I T48p 42 —1 `0�` 4p <1---� 0308 42p Exist. 1"C,3dic 1 < o4& 47t1 &46 Type III i r Exist. 120/240 volt service I r-I f2 & f6 43 & 47 43& 08 f4 & 48 f1 &f5 f2 &f5 }i )--I PEC (Southern Calif. Edison) I Steady Demand Sequence j j I 110 IExist. 1 1/2"c,3 18,3#10 rJ1Jr3 C _ _ 6P8 TRAFFIC PHASE DIAGRAM R/W 4 =B- , 1 R/W O 2"C,3DLC �i f' 2 --------- C2DLC 1-�2"C,1DLC_"_-_"_-_ �• -c' ----- _''--- 5 p - -- ------------------------ ------------------------ i 6,14UROUTE 66 (FOOTHILL BLVD.) - 1A 6J2L 6J2U 6,131- a 250' to _ X-walk IIE 5J9U Eq III.* Eq 5JIU 01 i 45 111U Tr 119U 212UJX—walk 250' to ' 212L 3 213U 02 01-------------------- -------------------- ----------f�- - - ---------------------------------------------------------- -_-�-1 1%2"C,1DLC -�- -r1 1%2DLC-�-�- -2 C,3DLC i, R/W ,,,\ 44 t7 � 47 L L_ Lam\ R/W 4 Lr L LJ pF j Exist. 1"C,3dic 1 LJ AS BUILT PLANS r I I I - w s Contract NoL 9 7 4 r i I LJ r Y rY ,i Date Completed I LJ LJ I ` Document Na 6 1 MODIFY TRAFFIC SIGNAL 1 LOCATION 2 8 i o r i u ROUTE 66 (FOOTHILL BLVD.) AT ARCHIBALD AVE. = LJ LJ I v , SCALE: 1"=20 // s E a THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY E-2 297504 { I HEREBY CERTIFY THAT THIS IS A TRUE AND ACCURATE COPY OF 1'ME ABOVE DOCUMENT TAKEN .> ' UNDER MY DIRECTION AND CONTROL ON THIS DATE IN SACRAMENTO,CALIFORNIA PURSUANT TO AUTHORIZATION BY THE DIRECTOROF TRA14SPORTATIM enrn M SFRVICEy— -N SCALE 1&50' _-._ .. - r!de6Fna-eTKTf,W'-:GALTRDIEIIYi _<1: _A-.. -M:CROFTIJI^ 3- SCALE 1 '$OS" - 19L'A '-L 2v - ,.. T NT OF. ThTYpI='J.R9PDF5IM �SCAL'E _I D 100 200 ,...._ ... 300 __,z4 ,,_ .. ..r 600_ T00 O - "% -- '": 100......- - -,'.; - ,2 . —.._.O 300 SOB SO y SO SO = 30 30 CO tf0 IO 20 30 AO 60 ]0 SO 90 .0 20 30 -O CA TO 90 50 10 ID 30 40 e0 TO IO 90 I i h,,. I ,..i,,.,,.,,L.,. 1 I I I L.,. ..I,., ;,.h:..1-. „I• 1 SCA'E 1 e 10' m I"_Md NICROFILY-STATEOF CALIFORNU DERARTKENT OF-TRM3RORTAOU-IOCROFILM SCALE 1".IOC w 1".100' SCALE I"v 4O' MICROFILM-STATE OF CAUFORNIA,-DEW-,MENT OF TRANSPORTATM-MICROF" ISCALE In=40' Dbt Cwnty Rwto Pwt IOt+ Snwt iottl 08 SBd 66 5.16.1 1 10123 II TRAFFIC DESIGN ENGINEER R gL-LvvJ Engineer . II No /Z137 II I DATE AFPRoVED January 26, 1987 I I II I I I II I I I I II I I I rp r� II 1 I L tl L tl II I I I II I I I I II I I I I II I I I I II I 1 I 1r�Li Li II I 2 FA r r T II I R W L_d--11- - ---- R/W - --------------------------------------------------=(= ----------AB --- 1 \ II ----------- -----------------M----------=-�'-- I I I ROUTE ri6 (FOOTHILL BLVD.) `i'�-1 i i r, r, r, r-1 r-1 LJ LJ LJ LJ LJ 1___-----_ ___ --_ ___ I I 1 r-I r-1 r-1 r-I r-T 5 1 I 1 ILJ LJ LJ LJ LJ I --- EI `^ L� LJ L 1 1 FA --------------J--------------- -1 r� r� r-T r-1 r LJ LJ LJ LJ L-9 I I I --------- --- --- --- r� r� r� r� r y I 11-r-, LJ LJ LJ LJ L ---------------- -----------Q----- AB L-113 -L- �:L 0 RAW + -�- R W J. FA 2 1 II I 1 I I s i i ii I J i J i1 ^ I ffDate T P�-ANV` II 1 1 Completed II I 1 I I n 8 1 Q II LLJ LJ I A. w I II 1 i "v BUIL B > II 1 EXISTING TRAFFIC SIGNAL 1 � t LOCATION 1r �u� ��)s ROUTE 66 (FOOTHILL BLVD) AT VINEYARD AVE. v a SCALE: 1"=20' E_3297504 7 / _ 1 HEREBY CERTIFY TUT THIS 13 A TRUE AND ACCURATE COW OF THE ABOVE DOQAM NT TAKEN UNDER YY DIRECTION AND CONTROL ON TMS DATE w SACRAMENTO,CAV FOMM PURSUANT TO ' AUTHORIZATION BY TM DIRECTOR OF TRANSPORTAT11M F,u cERVICE3 e SCALE" I'-W- �._ .,,Y✓RIFILY"-9TATf OF CAQFORNG-D[ p/TAAWFORYATg11-WCROFILAI . _'. _._ r-,_.._. §�h� _ = _ — _ .____. !••• _ -. _ __ __ SCALE t z 100 200, 300 300 6'00 SCAt[ so so so so - w 130 . .111.1, .I.,.i. �ri._Iit-IT00 ID 20 SO �0 SO 60 TD SO $0 t0 M 30 -0-, BD 7'D� tO 90Y O SO 30 a0 60 -TO 80 DO L...1... ,..L.....�.L.,..,..I. i 12 SCALE �=10 ai I'-10d_ WCROFILY-STATE.. WI.IFOPJII?-OEPARTYERT.Q SRA11gpRTAIYfN-MIrROFILM SCALE 1 10 a I'a IOD' 1$a a SCALE I--40 pCIMJF¢M-3fATe Of GLIFORl1,A-CEPARTMCM OF TRAI�CRTLigN-MICP.OFRY r 3 0 o zO 3o ao 1� 60 7o By 90 100 10 20 an en M 300 SCALL DW Co ty RwI. r-i r -1 08 SBd 66 x,1,6.1 I I 23 I I TRAFFIC DESIGN ENGINEER Istved Gv9 EngineDT Q!- i No- /2/37 I DATE APPROVEO_Jan uorr 26, IA87 I I I I I n I I I I II I I Ir�lr�l II I Ir_�JJ�JI II I II I I I II I II I I Ir�ll I I I I II I ---I---r- II I I I I 11 } I I I II I I I I II I A I 2 I I I I II II I I I I 11 I rj I}r-iv--j — rjai R/W -0s i --------------I ---------------------------------------------- { —� ROUTE 66 (FOOTHILL BLVD.) 2 L I r, rr-I rn I LI JJJJ�{ ILJ LJ I ITT T 1 ____ I I 14 J1 LJ --_—_—_ _ ___ -•�d��� I --------------- / ------- ---J------------- I --_- --_---_- / r-I r--Ir rT a IJ -----------------�-T I I A I -------------- r, `-i1Irh ? -t 4j��i I, 11t )� 2 ------------------------------------ �- - I i *Lrrj ----------------------------------------- ------ R/W S _1/ , 1L-r� R/W I J• �mfr-1 d.. ' II LJ I LJ{LJ/11 I II L J I 1 t II I I I AS BUILT PLANS I II = _t o I II �--�_ I EXISTING TRAFFIC SIGNAL 5 Contract Na 9 7 S 0 4 i I n I II Date Completed I II i LOCATION 2 � Y DOCUment N0. II ROUTE 66 (FOOTHILL BLVD.) AT ARCHIBALD AVE. s �� II I 1 ' a II rl� p ti oil 1 SCALE: 1"=20• °, . B U I L T A.3 � � II 1I III � � 5 Im_ 11 rYr-f 1 _ � Z II LJ{LJ 1 0 I a� I a ' E-4 797504 8 5 1 HEREBY CERTIFY THAT THIS IS A TRUE AND ACCURATE COPY OF THE ABOVE DOCUMENT TAKEN WDER MY DIRECTION AND CONTROL ON THIS DATE IN SACRAMENTO,CALIFORM PURSUANT TO AUTNORRATPON BY THE DIRECTOR OF TRANSPORTATION. un uwu- mu ufs..n ��� FII u cFRVICE$ .p1W'..1".Lim.-1.SA.1E.WI.LC.ILI.sRo.RII.1I rl.l. :I-,.L'..L..I.90.l.t.r..l.tp.C1R.OF1,'W.1,.1'.w.I�.I.i...t. t.i.:. 9-0�.t`.:T.-I-.l •,,, u.:.::--•'•�^•`�n>+�:.- .'...L..,,.. `.J.._.I.�i I,_.3_. ,: _ i I t _SCA_C_E�� SLCE T5& _ SCALE Iv_W D LY 0 _Ivv2 o'- •:.. . 1 _0- 00o o� 7 � � 50o 40 •I c9D 7Io w 510 40 eo 70 eosc h I• SCALC 1 v 10' W I a 100 MICROFILM-STATE OF GALiFOBN1A-DEPARTMENT OF TRANYDRLOON-4,CROFN,Y SCALE v 6 pr Iva 100 Q SCALE Iry 60' MK:I:JF'TLM-STATE OF CALIFORNIA-DEPARTMENT OF TRAN9POfTATION-MICP.OFR.Y SCALE� I'-4 I IO 20 3o eo p ED Tn Rn on 100 In o,. ,,, .,,, 150 O .,,,, _,,,, 300 - --- O F.�7n Dat I C—tr IPwW Fat roa s«t rmd H OB SBd 66 5.1,61 1 12 123 TRAFFIC DESIGN ENGINEER $ Istered CIO Engineer '- G No ,z�97 LOCATION 1-VINEYARD AVE. LOCATION 2-ARCHIBALD AVE. CONDUCTOR AND CONDUIT SCHEDULE POLE AND EQUIPMENT SCHEDULE DATE APPRC,m January 26, 1987 AMO ORCONDUCTON RUN NUia£R Q Q©,AA cAetE STANDARD Ve'Ft SIG MTG GDH PILE 1 3 3 3 PED SIGNAL FPB HPS FOUNDATION No. Most SPECIAL REQUIREMENTS No.14 2 3 3 3 3 3 3 Type Sig M.A. Lum M.A. Arm Pole O MTG p! Arrow LUMINAIRE 30' 42' 3 3 3 s 3 .3 3 3 (2) 26-4-80 45' 12' MAS SV-1-T 6 SP-1-T 8 <- 20OW G-7 ARCHIBALD AVE. 8' e 6 3 3 OB * 1A TV-2-T 8 SP-1-T 6 -� 7 3 3 3 3 3 ^ a 6 3 3 3 3 3 V 24-4-80 35' 12' 2 SV-1-T 4 SP-1-T 6 F- 20OW G-7 FOOTHILL BLVD. 8' 2P 2 2 2 2 2 2 MAS 4P 4 1 2 1 2 2 1 OD * 1A TV-2-T 6 SP-1-T cP 4 2 1 1 22 aP 4 2 2 2 2 2 Q 26-4-8 45' 12' 2 SV-1-T 2 SP-1-T 20OW G-7 ARCHIBALD AVE. 8' 2M2 2 2 2 1 MAS 4PP8 2 1 O * 1A TV-2-T 4 SP-1-T 2 PPe -> a 2 1 1 aPPe 2 1 1 1 1 1 1 1 0 24-4-80 35' 12' MAS SV-1-T 8 SP-1-T 2 E 20OW G-7 FOOTHILL BLVD. 8' PPB ca+moR 1 1 SrorAia L 3 3 3 3 O s 1A TV-2-T 2 SP-1-T No 14 62 39 32 28.22N_2L 22 13 ROAD 'S1°I con"non 2 1 1 1 11 1 * EXISTING STANDARDS TOTAL LINEAR FEET 16' 16' TOTAL Nato 1 1 1 1 1Nae ��„ 2 2 2 GM Ground 1 1 s>�service 2 2 LOCATION 2-ARCHIBALD AVE. rorA Noe 3 2 2 2CONDUCTOR AND CONDUIT SCHEDULE //��DLC 1 D tecdWw 2 AAM MAW-- UClalt RIRi NU4BFR Q Q©k©A e A®® 2 Detector 3 3 3 s Detector 2 2 2 2 1 3 A. 4 Detoctor 3 S Detector 2 2 2 No.14 2 3 1 1 3 1 3 3 3 3 3 3 3 e Detector , AS BUILT PIANS 4 6 3 3 3 3 a Detector 2 e 3 3 e Detector 3 3 3 3 3 Contract IV _ a g TOTAL DLC 22 10 10 5 5 7 7 Date Q 3 3 3 D Completed e 3 3 �Ument NQ 2P 2 2 2 2 2 CONDUIT WE 31F 3" 3" 3- 3" 4P 2 aP 2 2 2 2 E)OSTING CONOW 3' 3" 1 aP 4 2 2 2PPe 2 2 2 1 oasnNG CONDOIT 3" 4PPa 2 1 1 1 1 1 1 1 CPPB 2 1 OF" 2 1 LOCATION 1-VIPdEYARD AVE. tpe carom 1 1 POLE AND EQUIPMENT SCHEDULE TO ALL No 14 60 3291 221 3 32128122 13 Nw1e swd cor"`non 2 1 1 1 1 1 1 '•NZA= iui aii i•i•v Uum MLt TRIAL Nolo PED SIGNAL PPB 1 1 1 1 1 1 No. J N,V M W Meat LUMINAIRE SPECIAL REQUIREMENTS HPS FOUNDATION Neo � *e 2 2 2 2 2 $ Type Slg M.A. Lum M.A. Arm Pole O MTG 0 Arrow 30' 42' sWxj Swvko 2 OA 26-4-80 45' 12' MAS SV-1-T 6 SP-1-T 4 <- 20OW G-7 VINEYARD AVE. 8' TOTAL Noe 3 5 2 2 2 2 2 DLC 1 Detector 1 O * 1A TV-1-T 4 SP-1-T 2 Detector 3 3 3 3 3 3 Detector2 2 - © 19-4-80 30' 12' MAS SV-2-T 8 SP-1-T 20OW G-7 FOOTHILL BLVD. 8' 4 Detector 3 3 3 s Detector 2 2 2 2 A O * 1A TV-2-T 6 SP-1-T 8 a Detector 2 Detector2 2 EO 26-4-80 45' 12' MAS SV-1-T 2 SP-1-T 8 <- 20OW G-7 VINEYARD AVE. 8' a Detector 3 3 13 6 TOTAL DW18 5 5 10 10 5 5 5 OF s to TV-2-T 8 SP-1-T G 19-4-80 30' 12' 2 SV-1-T 4 SP-I-T 20OW G-7 FOOTHILL BLVD. 8' I L TMAS COMM stza 1V 3af 8 O * 1A TV-2-T 2 SP-1-T 4 -e• E)oSTWG COlNl11T3' 3" 1 V N ..,, ,S;t'r 11F 1 11t - } * EXISP.NG STANDARDS TOTAL LINEAR FEET 16' 16' E)EISI[ING CONDW 3" 21t 2• 2" IV SPECIAL ELECTRICAL 9 DETAILS �p f 3�� •7 a A. ; E_5 ,:� 297504 9 t:<Y I I HEREBY RU CERTIFY TWAT THIS IS A TE AND ACCUMTE COPY OF THE ABOVE DOCUMENT TAKEN UNDER MY DIRECTION AND CONTROL ON THM DATE IN SACRAMENTO.CAUFOR41A PURSUANT TO ' AUTHORIZATION BY THE DIRECTOR OF TRANSPORTATION, s 7 SUP4RYISDR SCALE 1�-SO- _ '.tocoo 1LM'.-KATE"W!CAlCrO1PADI HX_ 'ItfC110/.Yi.Y-:.. .. _ _.- -'•g;-r` .c;.... ,�.,_. _ __ - _ ..__- _ ___ __— -._- .. -. - . _— SCALE- H 5b'...." _._._ ..SQA"F--7.c 2H�-"-'k .*i, c_:','� .y ID P7Uf<11ENT t>f~ CROM) .' -:.SCALE. n=20`'. 0 Hoa 200. 300 -4 Soo. 600 TH>D-•. - ..--... 0 _ _ s, e 60 I 1 00 60 .I. O 2 30 4I 9 6C ]0 .0 SO b z0 SO 40 W '>D eo W IO 20 30 410 50 RO TO W SO ..,. i f. .1. i. .: i.I,. .1.-1.! 1 .I 1.I.1-:. .1.1.1.I .1..I I. .!..1.I.I. .1.H:i.1.I.I.I.f.I !,t.'. w0 i.1.. ,..1,.....,1.,..0.,.i....,...I ,,.1.,,O i. 1 I I I .1 1�..1„ .,,,1....,..i... .,.I,... 1 I i ! i..,... ,.:�., 2 300 so SCALE I°-16 W 1� 100 -MICROFILM-STATE OF CI PORKIA DEPARTMEMI'OF 7RAKTBOALURJCROFRM SCALE 1 a 10 a 1 a 100' __ SCALE 1"- 40' 64CROFIW-STATE OF CALIFORNIA-DEPARTMENT OF TAA4SPOATATH011-MICROF" SCALE 1'a 44T DI't Canty Rwb T ut IOu SMN Tetd 08 5Bd 66 5.1,6.I 13 23 TRAFFIC DESIGN ENGINEER Re' ered C':'I Engineer No- 12137 DATE APPROVED January 26, 1987 STATIONARY MOUNTED CONSTRUCTION AREA SIGNS TYPE PANEL SIZE NO. OF POST AND SIZE EACH C13 60'X24' 2-4'x4' 4 LOCATION 1-VINEYARD AVE. Cie 48'X48' 2-4'x6' 4 SIGN SUMMARY 8 NOTE: EXACT LOCATIONS TO BE DETERMINED BY THE ENGINEER. �� • cis T LOCATION MESSAGE Y C Vol S jF 1 G7 Standard A Vineyard Ave. X 2 G7 Standard C Foothill Blvd. X C13 -L C73 C16 PEU ROUTE 66 3 G7 Standard E Vineyard Ave. X C18E- � I— C13 TC C13 4 G7 Standard G Foothill Blvd. X Total 4 m oz J 120 volt service -j l m 6 1 C18 CONSTRUCTION AREA SIGNS LOCATION 2—ARCHIBALD AVE. V to luminaires No Scale SIGN SUMMARY Lz test switch ?' CONTACTOR LOCATION MESSAGE x H WIRING DIAGRAM TYPE III PHOTOELECTRIC CONTROL r_7 cf. a..a A A—.,:1-.1 A.. s 2 G7 Standard C Foothill Blvd. X 3 G7 Standard E Archibald Ave. X 11 4 10*F 4 G7 Standard G Foothill Blvd. X $ 1O�❑ 6'x 6' Typical Total 4 B 10'E1 15' ❑ 30' ❑ ALT LOOP DIMENSION DETAILS AS BUILT PLA14S 7 7, 1 I Contract Na 08-29 7504 SPECIAL ELECTRICAL Date Completed /3 e Document Na DETAILS n :. E-6 297504 /0 �` •� I HEREBY CERTIFY THAT THIS IS A TRUE AND ACCURATE COPY OF THE ABOVE DOCUMENT TAKEN -` UNDER WY DIRECTION AND CONTROL ON THIS DATE IN SACRAMENTO,CALIFORNIA PURSUANT TO AUTHORIZATION BY THE DIRECTOR OF TRANSPORTATION. s e.r< _�Z_ E " SUPERVISOR nonce u sFRYI0E5 SCALE lye 50 M1GWiW-STATE OF.+GFL![!DRRYA-_ - DF 719/b3dlnl1T10M-:Mt.R0F1W...� .,. _- - .. SCALE-,i a Oa' ,�..ss.. �..-�-,., e SCAbE-`�'t 2d <. - —• AT MENT� _ ATRIM=MICROFILM"' 0 100 - 200 3 ';a ' -.4� - 50C' 600 700 - ' - 50 100 _ ''.��..s-,._. ar... .:.200, - �..SCALE 1"=20•"' __:::,o`Ol) .. a SO tW t l0 20 30 AO GO 70 80 90 10 20 70 10 EO 70 SO 90' IO M 30 00 fA) 70 SD HO '. r. .,.I, ,;, .;,i .1,t I.I. .I.1.!.1. :i.I.I.e. .I.1.1.I, ..I.1..1.1, .1 I,t.1. :I.I:I.!. i.E.t,t. .i,E.i. 'Yf::7.. .i. ,..1.,..,.,,i•,.,,. ,.,I.,.. - " SCALE 1e 10 m 1 MICAOFI a IW W-97ATE'OF CALIFORNIA-DEPARTMENT OF TRANSTA17W-UICROFIW „i•, "�- " ... O - SCALE I=IOC a =IDOL SCALE lye y0, MICROFIW-STATE OF CALIFORNIA-OERUtTME1R OF TRANSPORTATION-WCROFnJI SCALE a I"=4, 1 :D z0 30 a0 10 60 70 R0 PO I(.?0 m ,n ,,, R„ 150 0 ,ti, ,,.... 300 ,-- -- Rnn' ` r t - -ate •t-- ._ .. - - wr. mrler .Duet +ar�olss—,ornnwecr �" 08 I SW 1 66 1 5.1,6A 14 23 toxo. c leinuary 26, 1987 � SignwT i➢r=rn L engffj (Trrperea'Ar "s shown) Sryowl-Arta____--� ! E �'— . \ i f �sign /sve/ --7" f � Syna/Arra s1!ee/ !/aries=d=0ir�ax. - Signa/ band daub/e wrap _ � �-.-_ 1 / [See fyrrnaf) � /j'L 'L A. S�rei�ntrmff s/r/rJ '� --�'.r?/L°G/wrn�i bwr - -_z� / Ponr/ o�eo 2_p• /a camp-bar - � I �1 �3 fsrgn Pis/ �/ 3/¢.• HANGER SPACING Hanger Bar/�'�-�jr" • N 1 r/vf s rr .Slgnw/ %2"fieX hd, 60/ f/rrf a - L-51i'O hPle/n sigma/ washer�prevgi/ii�g ry fiwn r bar fart re lock 141" _ 9e :h - - N 2=0' t1 -Pe "Tier fid. boll /-/of Shireh narrra sign/ C nms/rer f prevoi/in 3/d"flry/e +XR" :/g" fo�sue /ocA nut F i \F Sar r/g" c r - ELEVATIONS NOTES: L lkl-304 ro woleh sign - /. A/1 corniaonen/s fo be ga/—mlwad,a ceepf s/nii,+/ess 5-leal brsnd, 2. lrary hanger bar/englh as rer[air-ed to clear sigma/ wrrn and to horny I , 3.Sign pone/,l`J f4}-as speciq/rnovnti�g {iv/es of �r"edge disfsa7ca _ _ far srttacha�enl�fo wng/es. Use %q"b./ts eQuo//y sprced-3 for I � � ! F / pane/s under L=0"long„� fat pane/s L D"to d=0 SIDE VIEW FRONT VIEW SIGN HANGER AND CLAMP DETAILS ` .'\ _ � FOR TAPERED SIGNAL ARM II t Lr IRs _ •: --�- h";�yer Bar . SIDE VIEW FRONT VIEW AS E$UtLT PLANS ' Contract Na, - Date Completed CLAMP DETAILS FOR 2"'P SIGNAL ARM Document Nq --Mofe: For defai%s no>`shown or aa><e�j - - oefq.Ys for Tapered Signa/ Arm" ti State of OFFICE OF STRUCTURES STREET NAME SIGN CALIFORNIA SIGNAL ARM MOUNTING DETAILS ' DFPARTMQIi OF TRAlISPORTATION 1 1 � - Hb ` For sii�g/e Sl7GBJ j rLf{GCTOC/LGO�PanI�S— FOR "SCMA w 0 t 1 s Cu P�b..&&wlia�fea.dun—►7777-1 crueow um nmsvura�oan rar ar y 1 I T I HEREBY CERTIFY THAT THIS IS A TRUE AND ACCURATE COW OF THE ABOVE DOCUMENT TAKEN ' UNDER MY DIRECTION AND CONTROL ON THIS DATE IN RACMYENTO•CAU FORMA PURSUANT TO AUTHO RISATKAN BY THE DIRECTOR OF TRANSPORTATION. i/_�(,� SUPERVISOR .wenc,I Y�FRVICE$ M}p SCALE �•�50` `MIRDFILY=SATE`PF'fALFORNp ;06;TICQOFORTA?06L"",_-_..'. __ CE':'1 100 300. - 600 700 0 so '�`�,. - i00::.- �,• �;.. .. : `-.200 scA300 so 60 60 50 .I..O...i�.Zo-i.l.. � ...1..� I 1 0.1 ...1....0...1,.10,,..1..30 I,A0...1.�,. 1 I N 1 I 40 50 1 I I O W 70 80 S GO so' ro 0 DO d r0 OO DIST..COUNTY ROUTE TOTAL PROJECT SNOT SHEETS 2,3 G N To accompany plans dated--d OS 58d 66 5.1,6.t I5 A CRSP concreted rock slope protection NB northbound CSP corrugated steel pipe Ga gage e�°fes°h AB aggregate base 9 P p agars CHIEF,OFFKE OF PROJECT ANNING AND OESIGN vel k fyC ABBC asbestos bonded GSPA corrugated steel pipe arch GAL g No number REGISTE D CIVIL ENgINEER y A.J.PHILLIPS T bituminous coated CTB cement treated base GM guide marker 0 HE"°A6 X ABM air-blown mortar CTPB cement treated permeable base GR guard railing 3PROVAL "I PLANS APPROVAL ATE 'rr./� G1RL �A�T• Abn abandon CTPM cement treated permeable material GSP galvanized steel pipe Oblr obliterate F a ftLTF� Abut abutment Culv culvert OC overcrossing AC asphalt concrete CY cubic yard H OD outside diameter RSP rock slope protection Temp temporary AFES alternative flared end section D H height OG original ground Rt right TG top of grate OGAC open Ahd ahead HD horizontal drain n graded asphalt concrete Rte route TP telephone pole Adj adjust Dbl double Horiz horizontal OH overhead RW retaining wall TPB treated DO downdrain HP hinge point or horse power R/W right of way permeable P base Alt alternate AP alternative pipe Del delineators HW headwall S TPM treated APC alternative pipe culvert Det detour or detail Hwy highway PAP perforated aluminum pipe permeable AS aggregate subbase DI drainage inlet PB pull box SAE structure approach embankment P PCC point of compound curve or Safv salvage material Assy assembly Dia diameter Portland cement concrete SAPP structural aluminum plate pipe Trans transition X ATPB asphalt treated permeable base Dist distance IB imported borrowpCp perforated concrete pipe SB southbound TS traffic signal ATPM asphalt treated permeable material CMBB double metal beam barrier Ip inside diameter PCVC point of compound vertical curve SC sand cushion TYP typical Ave avenue Dr drive Inv invert Typ Sec typical section Dwy driveway• Irr irrigation Ped pedestrian $_ station line B Ped OC pedestrian overcrossing SCSP slotted corrugated steel pipe or U E Ped UC pedestrian undercrossing sacked concrete slope protection UC un EA each Perm Mtl permeable material SO storm drain dercrossing BB beginning of bridge Be begin horizontal curve JP joint pole PG profile grade structural section drain UD un derdrain BCR begin curb return Ease easement is junction structurei subgrade drain UP underpass Beg begin EB end of bridge or eastbound PI point of intersection .fit joint PL, P/L property line Sec section V Bit Ctd bituminous coated EC end horizontal curve PL plate Sep separation Bk back ECR end curb return L SG subgrade V design speed, Bkf backfill ED edge drain PM post mile Shld shoulder valve EDC edge drain cleanout L length FIN paving notch _ Bldg building EDO edge drain outlet LB pound POC point on horizontal curve Sht sheet Var variable (o K Blvd boulevard LCB lean concrete base POT point on tangent SM selected material VC vertical curve u BM bench mark EDV edge drain vent LF linear foot VCP vitrified clay y Br bridge Elev elevation POVC , point on vertical curve Spec slotte lpipe Loc location PP power pole SPP slatted plastic pipe vert �. BVC begin vertical curve Emb embankment Vert vertical o EP edge of pavement LOL lane PPL line ppp perforated plastic pipe SOFT square foot Via viaduct > BW barbed wire Eq equation PPL preformed permeable liner SOYD square yard C ES edge of shoulder LS lump sum PRC point of reverse curve SS slope stake W CAA cable anchor assembly ES edge of traveled way Lt left PRF pavement reinforcing fabric SSPA structural steel plate arch WB westbound i PRVC point of reverse vertical curve SSPP structural steel plate pipe WH weep hole CAP corrugated aluminum pipe EVC end vertical curve M PSP perforated steel pipe SSPPA structural steel plate pipe arch CAPA corrugated aluminum pipe arch EW endwall Maxximum St street WM wire mesh ax CAS construction area sign Exc excavation PVC polyvinyl chloride STA,Sta station WSP welded steel MB metal beam Pvmt pavement pipe r_r rantpr to center Exist existing ..,nt.al hoam hwriar Std standard %An/ ,As,tcr Tsalua CF cubic foot Exp expressway '"""' "'"`"' """"'"""'"' X Chnl channel Exp it expansion joint MBGR metal beam guard railing R Su structure WW wing wall CIDH cast-in-drilled-hole Med median R radius Surf surfacing SW sidewalk or sound wall CIP cast iropipe F MH manhole RCA reinforced concrete arch n X CIPCP cast-in-place concrete pipe F&C frame and cover MI mile(s) RCB reinforced concrete box Swr sewer Xing crossing renter line Fdn foundation Mkr marker RCP reinforced concrete pipe T X Sec cross section CL chain fink FES flared end section MFBM thousand foot board measure RCPA reinforced concrete pipe arch 9 CT semi-tangent class FF filter fabric Min minimum R&D remove and dispose TAB tablet REVISED STANDARD PLAN Cl s Misc. miscellaneous iron and steel Rd road RSP A-10A and RSP A-10B supersede ' Cir clear, clearance F&G frame and grate I&S1 Reinf reinforced or reinforcing TBB thrie beam barrier Standard Plan A-10 dated July 1, 1984, - Co county FG finished gradeMisc miscellaneous Rel relocate Tbr timber on page 1 or the Standard Plans book ; Col column FH fire hydrant Mod modified or modify Ret retaining TC top of curb dated July 1984. Cone concrete FL flow line TCB traffic control box Cond conduit Fr Rd frontage road Mon monument RM road-mixed STATE OF CALIFORNIA Conn connector Ft foot a feet MP metal plate RP reference point DEPARTMENT OF TRANSPORTATION _ G Const construct(ion) Ftg footing MPGR metal plate guard railing RR railroad MR movement rating R&S remove and salvage ABBREVIATIONS RSP A-10A 3 Coord coordinate Fwy freeway Mtl material _m Cr creek4 FOR REDUCED BANS O t. 2 3 �. ORWAIAL SCALE IS IN INCHES I I t [ AS BUILT PLANS M LLul HEREBYCERTIFY THAT TR19 IS A TRUE MIO ACCURATE COPY OF THE ABOVE OOCUS!@IT TAKEN - �y y D t LINDER IJy DIRECTION AND CONTROL ON TH,9 DATE IN SACRAMENTO.CALIFORNIA PURSUANT TO Contract No. y / AUTHORIZATION BY TIFF DIRECTOR OF TRANMRTATION. Date Completed ,SUPERVISOR Document Na 7_77 — _ •:::..•• ..--_ter...-.. ,-_ � �� �V � J ,'STATEr `+"OEPAATYENT'Of r__ TATtlON-Y,CMIALY - SCALE 1=20�..' SCALE. I_�• 2� - )[Ip10F0.i- so erAT -OF 5 IIJ/ G� SCALE r'5x01 T00 O � CAlF.-,I Z� ..I 1nPP�Tr-1P � Z00 D .. o j. +� ro D ICL > 50 300 a X I 'I I,a,cRDFa,M_STATE OF CALIFORNIA-OEPARTYE NT OF TR�NSPOT TAT,9N-N,OP.OFaY SCALE I GO.80 • 300{ '° 90 o .o x +o .I.S.f.I.I.I.,.I.M.I. .i.I.t.I. .. .: .,�.Ro=„_ocvanT,rExr°F TRAv'JORTAT,!NiidMfAOFILN sr_A�E I.Mo o� I=100' SCALE I=+0 300 sao �0