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HomeMy WebLinkAboutRc St Improve Plans 24/27 Thru 24/32 24/27 24/28 24/29 24/30 24/31 24/32 1110-12 RC St Irnprewe Plans 24 7 �hru 2 4/3 2 2427 24/28 24f29 .4/30 24/31 243 2 ,+�r> >�.zr+-.......g.. ."'„„..��". -"•••.rs--�...,,.-....�:.,...-..+»..y,.� w.._'"'""°:..... ._:;,:� -:.,->r»-. ;».^ - .. � � ,ets +tt r• .. �-. .. � -.... - •I► [TiTI 4 r[w0 w• twit Tl � •,� 9 y .nC C11llf S'�I5 �Oj Lam! 1 011T C9u"Tr ROUTE 9CCTIOIU s.sd. 95 C R Z 7 3! 4 SYMBOLS A •.,�. - �..�ot.- I DIs`1^` IN44w+o1s7 VIII tl j (`r1P: r PROPOSED EXISTING . INSTALLATION OTE "..,{oVEo�SEP 76 � — Signal conduit — -- — Lighting conduit - Pull box �21c ngineer&cgisla;ed Ci;if En7'naer fig.8591a, /m poct Deiecior SIGNAL £OU/PuENT gun Non-directional pressure detector CONDa'T ;_;111 0 Awn-directional magnetic defector - i - Da-eclio►o/ pressure ddector ! Grn,�-sa>e►Hr��rn!•se n�icoled,serrate and de/ac/ar►•runs ol:d co�nduif into sign structure f Pressure, de/e:fors ,;hall be S fee! lar,,g, rwrs - a�irectioncr/, un/e�ss�ircrrsnse mdrea/cd T ontroller %imitations s%ai/be /inch and all other condull Shall be sot/e�ss then Li¢ inch. � 2 Detector position dimensions reftlr to conlocl unit CVO e ro O -- Troffic signal,each arrow nne cvoy three color 2 Conduif shot/ be rnslo/'; qd'a ormunbe/ow 1VA7 grade m sidewalk are areas and 30"minimunabe/oa grarl� or finished srtrflace in all other oreos,excepl 5* 4- =�"'t -,-,, - Troffic signal one way three-cobr with bockplote that conduit ins/al/!d within curbed dividing strips a paveuct&dment on � � �� _�_; �; existing pavement may be /aid on and secured to the pavement 3 Top at detector foundation shot/ bt! flu.qh and true' with/sd✓errr9en>`surface. SINGLE POLE e1 . Tioffie signs/ anti way t,9ree-tole, with green arrow 3 Condor! runs pa'o/let to curbs shed/ be placed adjacent /a bark of curb, 4 Detector contact unit surface shall be /eve/ with rim of 3rame or no more Type I c+ondord unless otherwise specified) exce,ol where in conflict with existing facilities than !/8 -inch higher. I y" (Red and ye/low louvered) , , p y 5 i:Je mounting bracket diruensipti beip.en t . 1 4 Exis.ir,q underground condu,l to ✓e into, ora/ed into new s stems shall be 'tie axes thru center of signal head and 28 �.3 r CD--0 4. tyo/k-Wait pedestrian signal cleaned with a mandrel and bit:~tn out with compressed air ,,,• _�� center of terminal compartment,or si:ip-fitter,shall not be greater than(!;'except except P�destrroa stg►�ol, 2 color hid where shown otherwise on the pi ns,or oa directed by the Cneineel 'ry1e _ 6. Vehicur'or and pedestrian signal mountings shall be oriented ,Fn as to provide F v Conduit terminalin In standards and pedestals shot/ exlelvd 2"max. abovee I Q 9 �N - 1 Most arm traffic signal(with bociiplatel(on ;ire finished lop of /oundoltron and shot/ slope toward the hondhole moximum nafirc�nlo/ clearance to adjacent roadway 1 I I In ti"•' :. II standard) t CIA i(0) 0 Electrolief,m s! rain lope with mast rdl arm lr) as {' signal with bockp/ote(Type III slandocN ti b. Service risers shall be terminated wl,fh a service head orshd//be sealed /o/aevcnf STANDARDS AND POSTS �o` 1 I n I ___ Eleclrolier, most arm type (%ype X slandordl the en-once or water, as approved by the serving ufi/ify -- 1. Type I stondords shall bey I-C � Electro/Jer,upright type o DDQ Pedestrian push button s/ BULL QD�XES 2. Guard polls steal! be installed a minimum of 2'O"clear of curb face. II J. Pedestrian push button post installed within the area of curb s:ro _01°® power pole Pa _�_ Te%phone pose •% When more than 3 conduits rn/`er, the pall stew/I be a �5. P return shall be of o minimum of 3'0"c:�eor of curb face 0 0 U - Fire hydrant , . y p -b- y 2. Pull boxes it, the vicinity al curbs shall be placed adjacent Po bock of curb, except J L — CO) — _ pia ,I Flashing beocon,one-woy when shown &lherwise on the plar or when In conflict with existing facilities. \ir Trsiffic signal with a1/ colors Louvered g, Top of pull boxes shall be flush 3vifi4 tot of curb or si9ewo/k grade ar !" �I. ' B_ ----•-- Overhead conductor a3ave►surrour"diny ground whin�o 61rn7i5 tied grade !s es,Sa�iLisherd r0,UNDQTIONS 4 4 I-- P Pu/l box marker �� -•-c U/'ro- sonic defector (Side fire type) 4. Pa!!voxes shown ,7d Ii7cen/!o standards shall be ins/o//ad again$/b4i: :rc/ l Unless or;rrwise shown or the plans, the top of foundations for standards shfrll be p�UE�.E POLE on rooc'N y side of !ovrr.`'a/ion. / level will, f of curb in evwbed areas or 6 inches above surrounding gro a in other r- lndoch've loop detector g f30&om ofpu//boxes spa//be�ra4lled 1"Irvin fhickne� s write _ "drain ho/t. areas. � -1- Eouipment location number — —Phase ( / or 2 Bonds) CONOLiCTORS ANC' dV/R/NG 2. Unless otherwise shown vt+. ;;A plans,foundations shall be installed with 2 Oaot B-B4\SES FOR RED AYS_ (1 or 2 80.nd ) clearance to edge of peeved shoulder. Sd� _ --._ -- .- -- Circuit (L Bond,1 L Signa.'near.-a!shot/be a separate "'/D A1gG cannot/or 2 Conductors between ba/losls or tronsformers and luminaires shall J;e w10/JWr,600vo11 D A +BI Typca/ Morkings swittchEndof conductor 3 Conductors )efween series-to-mu/liple !r(` Ts/ormers o'ncf sign ~ B-/ Phase spoil be wi: A WG, 600 volt I g Dt/ec/or location as® 4 Number of conductors )ndreo!ed in signal system condurl Includes 3 #14 I - shown on plan AWG spores I oetecPoi Circuit 5 Coni/uclors spa/1 be rde^lrlred with bonds ril�...L6�dj TYPICAL BANDiNG OF CONDUCTOR END C Und.ergrri:Ind co{',:%uclors to signals stew/I be run svllhoul 1'p/Ice, except that 6r) NO SCALE where exrst,ng signals are being moailred, s.gno6 conductors may be w spliced where Indicated 7' Neutral conduct-'s may be spliced in pull boxes 4 8 Two feet of stack shot/ be provided in eocr conductor In each pull box 9 A separate conducloi .. hon neutral. shcH be run tram each pr,..ssure dehlctar Or \�9 pe•destrian put b t of i to contra /ter cobinetf. rn N� N /0. Co/or coding for Luring tc pedestrian sra,tols shall be as specified for N corresponding vehicular green o::•a ri'!d indicat.'ons or /I' One side o` secoiaoory cvcuit of series - to-multiple transformers shall be _ grounded �'n structures the round:.^.� electrode sh,a// be the cannot! system Gf;` structures, I! shall be a /i1 ' 8'gro✓nd r•od Installed through bottom of pull box d �1 T NO.TIRPEGTiOi-';THIS-'IyEE'' Q ¢ Standard W GENERAL DETAIL d o- I TRAFFIC SIGNAL AND c —r• , HIGHWAY LIGHTING "A" Curb, d^2'- 6"1 !�•. • Wph "B"Curb, a 04' > or .s INSTALLATIONS With "C'"Curb, d s 5' )dimensioned �'- �OU6UL`A� �3iV If�STALLATION BEHIND CURB DwG N L' 2.1 o�3 30 X �410 SCALE t INC �Ps 1tCT a I DATE ATET `;INN E' NEPR_ A OVAL @roDQD BY; DATE y _ REDUCED F —AN W �.�� I ��c, t-'/"�1✓ . ' '���wC.�L O I 2_ 3 Z__ f J INCHES ON ORIGIN PANIS 1 '� t10�'_ 41.R4RItt�AF"119 �l4�lae+s� ssee•r•.�..�_. -nrrzs:—r-+•�-.-'•••�.es+wss raa •c•r��nwwr•�wer•s�ww�s� �ll�+ ,t ^. ...#�1R'.r�i a+... FEDERAL PROJECT No. SHEET TOTAL Ne. SHEETS J 7 CALIF. 5-695 : 1 12,0133 — _ DIST. COUNTY I ROUTE I SEC I SHEET TOTAL No, SHEETS O jf,ad, 1, CGUNTYCGUNTY ENGINEER QCG STEREO UIVIL ENGINEER NO.8�}�J5 NGINEER /DISTRICT E ~ ICT VIII APPROVED Q mm - ''J'r•— "-9- CITY 6 COUNTY PROJECTS ENGINEER REGISTERED CIVIL ENGINEER NO.6522 1 ------ .5n - 50 - I NOTE: Conductors �' Color Coding l fl.s Direct4d !3y The I II I f+ Q ? 14�, ram-r• �I I PED, I 4° II 4-• 0,4 OBI 0Bz 0L3/�32 s0C Reinstoil Soigoged Type ' StG. NOTE: °c, -�z II ' I 0 P, C'J. I Phose A Is Foothi// Glvd T v 1 O II r. R�.'o-'otE �ionolSt�! I I"1 /'M-l�9tg II EXISTING PHASE DIAGRAv1 - �i e 0 C Insfa l l T, iRl 1 — ,/ P/ace Typ e B-1 Curr — I6. r - / 51--)r;e6r Isiard � ' - -- �- 7a Fit !rOSSYVc7i/5 h J Striping i l5�*00 ,'V ✓° ,,�'tt 5"✓V 1 i54f00 ARCIr.'L3AL0 AVENIlr I _ I — ND°2B' 45'"W 1� — -- -- ---�=r------ — _— 1 I /r � Su r ve y 'TI I 1 AP n'3Q Ve / — ICI I Insio ll Type 17 S/Y z _ -_ - - FFI /bond Eristin _ L ---_1 I I _ Proposed Curb �\� - -- ` Removefidewort T Q S /vo_q n Ii --- - - --- - u -Tmlorovtemenf Sta. /,5ZA-F2.09 —i I I © -P, F. 3, I , 79,9'Lt ii Surv!y Sta/7?t�/.90 i I I v Reinstoll Solvo-gfd Typ I Std. 1I �C- P. f�f3. �' Posh Controller To Vemeiin I I I II U In E,ristin9 Locution — -C> EAI,,f. Tr -iffic 1u31 LIghfs II -- Exist, , urb II I --�� Exist, Walk -`A'Oit, p.p.b. Exist. Ped e st r i in hush Button I v II a ��. 4 b a OE TA I L \`A J.r.. rs I I I t II -uRk11CTIQNS Ti ,';SHEET — 60' SJ' OIGNAL AND LIGHTING DETAILS ARC��ILALD AVENUE AND FOOTHILL. BOULEVARD � 3®x REDUCED PLANS �4C., No. LEI 26 0�33 0 ► 2 s s + r3jjlNrHES ON ORIGINA�P-AN x"I —_. _—_.--- —�..-,---- -•-.—_ - oiv"°. YMTQ O"EQ 10— •"tO• CALIF 5-G95.(0 ` DISTRICT COUNTY ROUTE SECTION T— 33 ,.9 \�fL 4"X 9"Galv,cast iron � `} 08 Sid 69� pipe f l onov r 9 D. �� t3 I/2" � 4"Std,galy. steel pipe 'l1 APPROVED_ FEBRUARY /964 _ >~� BASEr - BASE _ _ x '-II go.Tapered ,v 4"Galt'. steel pipe or conduit1 a i. TRAFFIC !.N •NE R,REGISTERED C.E. N0. 8586 z` i (Three brithends) z I 3"X5" Handhole and cove; i1�®�f O O OO C1 Q ~ 3"X5° Hnndhole f3 Cover *o Acc4'aPANT PLANS DATED_ FR 'r 1965 6 5" LD. Min at base �I A-2 A 3 • �= Q ( 0 0 min. 5"LQhlln at base. 2'min. 5/8'�x 18"Anchor I/2" Base plate 3/4'x 18"anchor bolt. bolt.Thread 6" ° E These signals face intersectlon� �- . .�• with 2-nuts and t,a �� ..• T-fitting with plug Thread 6,with rQD ' 2-washers each. Length i° Backplate� ` 2-nuts and 2- , .,, o a i •';;i . 0' washers each. Length :;,. does not include 9 ) L► 5� i slip f+ref ` does not include 90° .J', Ks bend. ': a ••.; Re louvered Offset slip fitter U Most arm, dock plate 2'-O bend. -7 Yellow louvered 2-O' 12"Gruen arrow TYP 1-A STANDARD HYPE I-® STANDARD TYPE I-C STANDARD (unless otherwise £ Slip fitter s ® Indicated on plans) (Details not shown some as in Type I-A.) 12" Lens- NO��ES: I. Standards shall be 10�-0"for vehicular signals: 7'- 0" for pedestrian i -7 -_ Gas tube type pedestrian signals 12"Lens Most °^" signals and left-turn vehicular,,signals, unless otherwise noted on plans. A-6 A--T ®"Lenses 2. Top of standard shall be 4 ./2 O.D. 0 0e:�- '' I xtend 2 max. above finished surface of foundation and for $ l� 3. Co nduits shall e " � a Types I-A and I-C Standards, shall be sloped toward handhole. WI-type G mbe ped.siQ.^al 4. One anchor bolt shall be bonded to conduit, L Top Mounted Side Mounted K 5. Conduit betwf en standard dnd adjacent pull box shall be 2° size minimum. ,� W-44 W=� Slip Flttur. 6. In unpaved arEms top of foundation shall be 6" above surrounding grade. O O O O (Use only when noted on plan:.) SIGNAL STANDARDS R MOUNTING: MA5'r ARAM MOUNTII�iG No SCALE POST- TOP MOUNTINGS �—A�-�j Mounting includes terminal compartment Special.mountings (Use only when noted on plans.) °' v� JLSee plans for type of �' ^ H signal r.iounting. Flasher control cabinet �.'~ �� Toward NO SCALE (Post-type terminal Mount terminal when specified I comportment. compartment,on intersection l ` I-section signal head - side of pole sway Sackplate Type A-6 or A-7 ( 2, 0„ with yellow lens and backplate. ,from traffic. ✓�slgnal mounting '� --Incandescent sign lighting fixture. PedestrianI Slip fitter Washers curved to Pedestrian <fIt standard signals el - signals I��min.goly.steel pipe See "POLE PLATE" detail. Slip fitter t— f T o r r t 31/2"min. �ml i _ t •t n push o .o _ � Signal standard � { Pede>. rio p _ c _ c c - c rill and to for C, c bt,tton (When .I o—I— o __-7'-0' Type I D p tv - Indit ited on plans) el O T ` d-a i+ _ I-A,(uniess otherwise ® E I-I/2" st'd.pipe _� r! noted on plans) _ Cable:; °' �s 'Curved toile WASHER DETAIL standard r- C ,.i ti, O� O I Guide o ' m 0 '° 0 TYpe I-A (unless otherwise t Two rows of 3 .0 -- r G 1Q Q °`t a a� noted on p aria) set screw• _ '' 4-1/2" Slip S CTION A-A ON TYPE I-AtI-® ON TYPE II;Ill OR LEFT TURN LANE ADVANCE FLASHING BEACON fitter � OR I- TANDAR X STANDARDS SIGNALS _ INSTALLATIONS i ( I/2� °2 3fr ® — POST-TOP�MOUIdTlNG ®RACKET MOUNTING ,-e untin s shall be oriented to provide maximum horizontal clearance to adjacent roadway. 2. Pedestrian signals shall be positioned on the side of -- i 5/i6" NOTES� I.Mo g ILAstandard nearest crosswalk controlled. 3. Bracket arms shall be long enoi,gh to permit proper alignment of signals. �� �L ��aA I �_, I ' _Fla4 Wloshcr TYPICAL EQUIPMENT MOUNTING . NO SCALE t_ a,� -- Cast Bronze " `r- 2" Pipe mast arm TYPE Y TYPE II � Coble .,�;�i-I/2' Pipe 3/I6" to 5/16 __y 7/16" Hole through (For A-1 8� W-1 mountings) (ForA-3&A-7 mountings) AI I A guide �+ 8 8 (4-I/2')on post slip fitter, i 2 7/16" 2 v8"2VS , �}I 5/16" mounting - NOTES: I.All threaded openings shall be I I/2'o I.P.S.PS a " 9/16" l� 5"(±I/4") on mart Signal Housing, ,Lock ring.'Seal with 2. Serration in fittings shall match those on boitom _- Flat woshsr e 16 3/B R I V2"-i v2 {"Irt.� �" arm, gasket sealing compound. of signal heads or in lock ring. 0.051"or heavier gage �i " '� N '�-�--- 3003-H14 aluminum 3. Top opening shall �+e offset when backplate is used, t , x 27/32" 6 F.-1" -+ _ i t7 L l� Signal standard _ ,� ,�T `g sheet Lock nut- Shake proof lock washer 8 �� '-Cutout and backplate for 12"red. 1 1/2" Nipple I/1" Standard bolt/ SECTION 8 r - l Mounting brackets After signal has been plumbed and secured c'-W-FITTERS FOR POr,A 16 ST TOP MOUNTING cadmium plated or galvanized ip _ — g '? i�•tom-f -t- pri11 Signal head and drill 7/16"hole through mist arm In line with NOTE On upper clamp omit cable 15ie"21ie"21/8' 2i/8" attach back plate with hole through slip fitter. i Place 3/8" galvanized bolt with washer under bolt guide on center hale In standard. SECTION A-A Cutout and (6) 10-24 min.size, back late for head through holy and securs with two nuts serrati ^5 , P self-tapping and locking and a washer. POLE PLATE 12"green arrow stainless steel machine � 1-1/2"Pipe NO SCALE screws. 5/16" threads REAR VIE 3/16"Bross Pins W - NOTE: No background ?ight Stop �'� \ - ��r A I A to showy between plate - - Use wh2re locking 7trig and hood. :S not -ntegral - th � �� STATE OF CALIFORNIA ARROW BACK PLA -3 Cadmkim plated sig,lal neaa FRONT VFW Steel Set Screws. DEPARTMENT OF PUBLIC WORKS (it GLASS LENS) Ring to be of bross,of sufficient SPECIAL $0® ELBOW D�v�51DN OF H1GHwAyS �R C'TIONAL �.OUVEI� contact area to cover flange on one for each t e,except :LIP FITTER_ R NI AST :lanai hayal^Q. ilase with spl;.ial slip STANDAR® DETAILS N®.2-E NOTE: Louvers shall be secured in place with LOCK- RIN S TRAFFIC �fitter mounting. ARM I�OUNTIPIGSIGNAL AND one plated brans machine screw and nut and oriented x a-, directed by Engineer. � HIGHWAY LIMINGTTA1, MENT EIT UNGS INSTALLATIONS SIGNAL HEAD ACCESSORIES NO SCALE Not To Scale _ DRA`WING NO. E- ►c x NO SCALE hevised 2/64 �? �__�_._ - ES -? REDUCED PANS Qw � N�L 2-9 a 33 0 I 3 - -- -- _ _ -3 INCHES ON ORIGINAL PAN -•� l -- — -- BEG No STATE FEDERAL PROJECT NO. FYEAAfI� Sko SHEETS i 7 CALIF. S'695(`) 1 ae I Ipnss_ao�aaa �aaas ^' ��sw se� GIST. COUNI. SOOT[ SECTION }NSCT TOT4t No SNCZTS OB SBd 6! 'l GR 3471 J3 brass ste d Loits,nuts and washers,2 per vox. Recess Decem er IU2 � cover for nut. u y p p u 2i�2 � APPROVED %2 B D / C / Dy Inscribe 11 ,.T.,..n,-r„�-,-,,•,•T>T,-,-,_ o TRAFFIC SIGNAL��I o� � Assistant S ate Hlgh y Engineer C.E.Lie.No.5988 STREET LIGHTING �� when containing N m STREET ®� � SEP 7 IgFS h Da i�n� signal conductor LIGHTING TO ACCOMPANY PLANS DATED HIGH VOLTAGE I o Omit for low " -STRAIGHT SPLICE (600 V Or 5000 V) l„ voltage circuits 15l' 2 i 2. , lV It 11 it „ / „ It It / if If „ „ If ' D '/?' C I/?�I D I B ��2� N Grade (See Note 3) •. , wT� i" T• `Tel T" � � ./ .� .'d-^.'•r:i•."ry•''r-i. ��:'. rm'!,1��'lI1P\`Ij!I'• �_r" -- _ , ': —Precast reinforced concreteBand%ng i -: Jumper N `7. r Use 4-way pressure;\� w Bonding Seal around conduit - sleeve conn&cter N `: � � 6 0 � Jumper with mortar with branch removed - STRAIGHT SPLICE DIMENSIONS -- Inches .,e; :�: Extension when box houses to 30 11 11 11 1, 7 transformer or ballast _ AWG B a t a Ctoan crusted 4- j 600 Volt 14,12 or l0 So/id _2If %2" Clean crushed I rock sump Z 0 1 ;E N 0. 3/� 2,0 600 Volt 8,6.,or 4 Stranded 2�" �_/2y rock :;amp. "0 o•g 0.2 5000 volt 8 Solid � 3/4' Lai I ( 1l, -' �, 3 0 0•I T-SPLICE DIMENSIONS --Inches Ground rod when specified Q Z\ _ AWG "B" "D" - or when box houses transformer. *u,7 rewdriver slot Q 60600 Volt 14,12 or l0 .Solid �" I/„ � �QYNO 5 2 x � x �� C�l 2 Ig. L - Connector length 120 90 60 30 0 30 60 90 120 600 VOLT T SPLII'CE D1STZINCE IN FEET TYPE M "brass hold-down 3 " bolt and nut Shielded ,llighwa, Lighii„q Luminoire, 30' l0 or I!gage Tube,`�6 wall Mounting Heighl, 20,000 Lumen Mercury PROCEDURE __m— %6Ifl.D. !vapor Lamp t If ISOLUX LINES OF MINIMUM HORIZONTAL A. Remove in 4dation from each cnoductor to distance Z C>-%2 and pencil - — I�_ Bolt holes shall _ r to dimension D. Rourihen p>*nciling. 9/,6 7/t" / match standord ______� cover shall cover FOOT CANDLES_ ' M stun boils.— " TRAFFIC I entire top of box B. Train conductors and place connector, centering over butted ccble en s 'ale --I „ l las�:ribe with i'�'letlers i SIGNAL I / dia.lift hole • SECTION A-A os for concrete covets �------®� 2 C. Crimp connector If crimping tool is not ratchet type, solder crimp con?zc tion. g ll I Drill and counter sink for A 3/4 deep recess cost 3 „ D. Insulate.Use rnethod 2"'on high voltage circuits unless otherwise specifed, _+� �l"Chamfer 4 steel plate cover, /8 floc head screw pp3 go/vunlzed after /� in cover seat. Pull box cover Sidewalk or fabrication 4'2' 4 Approx. '2 sparae o I Point Block I _ I a pavement grade -1 —� o :A, INSULATING. METHODr _� "' N Point ..White " /3 L 1 I /P x l � x j6� _ l „ 4 � :e. Cannectbonalingjun�► �+� eao'me/ „ f3/t"N.C.x/ rt c— togroundrodmet0lllQ Low VoltogP Circuits(0-600 volts) Method i! '� No 3, or No.5Precast �. , +I 1�4x /4 x /l6 L _ F.H.M.S'. with,3 0 s eonduitorgyoundwire. Target Plr', /2 ( LS Re/nf. Cane.Box C` Bonding j; Bevel ends to fit washers and L Ballast hoed/e i. Apply one coot of rubber cement and al/ow in dry. A I A 18 gage meter ¢ Jumper �; lip of box. - :P ��: Seal around 2- !� nuts, r,/1 galvanized a' p. No.5 pull box 2. Apply!ow voltage tope to a thickness equal to original insulation, Ii 11 III, :... conduit with mortar steel. wits extension :,pIIjL:•. ;III t;, !11 t, C — i ,II,II lalll :: .• •�.. Bo/lost_ IIII�I f4P, .E;,.A• .eD.. •, � y P,.7ur in Am- 'Ballast SECTION A--A H/qh Voltage Clrcults (601-5000 voUs) Method 'Q" I�al iw le/o �I 5"i_- Clean Crushed Rock Ballast hanger, // 4"x 1�2"x�4" FRONT REAR al/around F,B. steel, galvanized Mount ballast I Apply one coat of rubber cement and alloir• o dry. (Type A Guide Marker--No .Reflectors) handle at balance point. 2. Applvhi.'h voltage toe to athickness a io to on inal insulation. PULL BOX MARKER PULL SOX WITH TRAFFIC COVER g g p q g BALLAST INSTALLATION IN FULL SOX 17 App; v r'wo layers of low voltage tape,holf lapped No Scale _&gh V01togf or Law Vol.'ogr�Circuits NOTES /. Apply two layers,half/apr^'ed, of synthetic,oil res,stont,self fusing rubber tape. 1. C/se steel raver and special c07r.,-te footing,as shown, when box is to be 2. Apply .007"thick P.VC, +`0pe to a thickness equal to original insulation. installed where subject to trofl'ic loads. Steel cover shall have embi�ssrd -ion-skid pattern when box Is placed In paved or sin'ewa/k areas. 3, Apply :two layers of asphalt impregnoted, open meshed fabric fope and fuse:h. 2. Steel reinforcing shall be Ps raga/oily used/n the standord prnuucls of the respective monufactur•Ar. GEIA4ERAL NOTES /. All dir»ensions are, nominal 3. >op of pal/boxes sha// be flush with surrounding grade or top of adjacent °. ¢) u �, ,, .. cur.!;except that in unpaved areas wl..alre pull box is not immed%ate/y _ _ 2, Rubber topes shod be roiled of,e oppllcc•>on. STATE OF CA L I F O e ill l A ad/acAnt to and protected by o concre+ 1 forndotion,polo or ofherprotect/ve +Il .CIHP TiONS=f IS 5HEE7 D'FA k T A6 E N T C F PUBLIC WORKS 3. If P.V.C, low voltage tape is used as a final loye,paint`finished sprice with. construction,the box shall be buried I2"inches below grade and sholl he D IV I s I c H OF H I G H W AY S electrical Insulating coating. marked by a pull box marker placed r!dlacent to the pull box. Xhere practicable,pull boxes shown in the vicinity of curbs shall be placed I STANDARD L_ TA L S O. adjacent to the back of curb,and,7t.°h boxes shown adjacent to standards TRAFFIC SIGNAL A N D shell be placed on ..ide of`oundotion facing traffic, unless otherwise noted HIGHWAY LIGHTING 30 X SPA ICING INSTALLATIONS I I —� FULL� BOX E j -- _NOT TO _SCALE REDUCED PLANS Revised-il-eze e� i9x:f— DRAWING NO. F'.- 0 1 2 3 i 1 ��-a I -3 INCHES ON ORIGINA! P-AN PROJECT ENGINEER DATE DESIGN ENGINEERDATE RP�?NnVAL RECOMMENDED BY DATE I ®wG (�I ZY —�� b� 2 �Vb l :J � Fo�rWH.2DA I — ' X I s ql' I a FED GOAD STATE PROJ NO FISCAL SHEET TOTAL DI.V NO YCAR NO SHEETS a ,�de_ cAUF 5-G9SC 015T COUNTY HOJTE SECTION 'MEET T:T T NO SHEETS MEG''/Q N u, aB �a 1695 I /.3 3 See Note 7 ,See Note T y o w a 6' Merin. 3' I /'"C 2*/2 AM{'G :'o controller `LANE 3 2wires _2 wires I I Note I o plo.ed �7 /9�g r v Flo xible Conduit ry Na 3% PB p J LANE 2 4 wires 4 s h i0 Where practical a 6u5 Median 2 +-- -- --- —wireO O prole 6---_� rA �—Q ` �O TRAF NGINEER,REGISTERED C.E.N0.8586 LANE / 6 wires Ep its wires , h �' i`-Q E-A_ toot loop is desirable. c T.. tompanT Playa 0a+A S�1 i 1965 CJ.S MAX. l No.3.1/2 pa 9 _ NT- . Loop Flexible conduit (Nofe/OI ES Flexible conduit (Nofe lOJ g Lett F 20'or as Max. distance between 0 4 Tres 2 Wires I d Turn `O located by No.3-1/2 pull box TZ_.min `No. 3-//2 pull box —� Note 7�� ® Lane the engineer c f u, loops should be 5 feet li I 4 Wires n i 6mii� CASE Q CASE B o I and min. 2 feet. _ 0.5 MAX. ' 'A F .6 See Note TYPICAL THRU LANE INSTALLATION TYPICAL LEFT TURN LANE INSTALLATION �u A TRAFFIC DETAIL °C DIAGONAL CORNER CUTS D/RECT/ON 0 2Y2 Sid. goly. Bose-cm /Q t M See Note.' "� _ steel pipe 1 --- SECTION B B B_ B ' 5° 9so J 0.03'mox. t J 3 furns No./4 AiVG 0.03 max. t' 4 CONDUCTOR 14,164"TW wire. Lead-in wires for loops. 2" ruin. $/g"x '"(Use 2wires for each loop, Anchor bollsCOLOR CODE .a 4 color coded as shown.J 4�Lane Col^.r O d - � �o J hole fi l pipe / Red2 Ye/%w :e e: . Leads from lone 1 ' ' I3 `re•fn . _ a- ,:,.• . m' : d Leads from lone 2 l -6" " L - 4, f, �/ Holes 4 Blue SECTZON A-A SECTION B-B Leads from lone 3 ,Mote., Conduits sh // protrude R 5 -� 5 White 2"mox. rbove finished BASE DETAIL Notes. sur4rie of fou,,.dotion. Notes, I Sow groove in povernent for locos. Corners may be diagonal (as shown in Detail "C". PEDESTRIAN PUSH /. Saw groove in poveml;nt for loops, corners may be diagonal as shown in detail ."C" lanes d 2. Overlap cuts of all corners so slots ore full depth of corners. Use existing sowed joints when possible. P BUTTON POST 2. Overtop cuts of all corners ;o slots ore lull depth of corners. 2 - O. 12min. Push wire in with wood. Do not use screwdriver or other metc//% iirstr ument. 3 0.14inirr. 4. Fill slots with flexible epoxy resin adhesive conforming to Specification No.6l-F-28. 3, Push wire in with wood. Go not use screwdriver or other metallic instrument. � 4. Fill slats with f/e.uih/e epoxy resin: adhesive conforming lc Specification Rto. 6/-F-28. 4 D.iB`min. To/c or other approved litter material may be used to control viscosity as required. 5, Provide o minimum of ;i" of slack in each conductor o1 pull box. Arrow to be !tft or right ° Talc or other approved filler material may be used to control viscosity as aequired, P TO CPO Tr 5 OZ/ns/n. STREET or bath as required L.,.T T 6. Flexibly conduit (size as required ) to be placed in sowed channel slot or rigid PUSH �� 5. Where there are existing unsa wed joints insloU loops in center of /9 ft. pavement panels. conduit mayb�; g BUTTON N plocea under curb or shou/der to pull box. WAIT FOR Porcelain enameled OR 6 Maximum slot depth steal/ be 0.23� 7. Lead-in conductor;v from each loop Pop:v!!box sha//be twisted together aninimum of two °sca:�° 5""x T-3/4'"sign block "° 7. Make cut all the way across pavement. turns per foot. letters wnae background. R. Use either "Cose A" or "Case B" depending on whether pavement weakened prlone 8. /n pull box, splice conductors from loop to c cable of 2 No.12 AWG conductors to sensor FOR WALK-DONT WALK FC R 2 OR 3 LIGHT joints are perpendicular or skewed, unit in controller cabinet. SIGNAL SIGNAL 9. r'rovide o minimum pf 5` of ;lock in each conductor at pull box. 9. Sections A-A and B-B sha//be as shown for traffic counting defectors. SIGNS /0. Flexible conduit ( size as equired ) to be placed in sowed channel slot or rigid ° ° For mounting on conduit may be placed under curb or shoulder to pull box. g /0- Pressure type terminals applied to inductive loop defector terminals shall be soldered. pedesfr-*on push button post,p.•rivide filler for Use only when t 11. Load-In conductors ft'am each loop to pull box shall be twisted together minimun of two turns per fool. top of post. specified /Z. TESTS: o Shape bock of casting Red 8 green (a) Test each loop for continuity. to lit cu✓volure of pas!. indicator lights. (b.!Ameggui- ic_rJ she!/he made between loops. Insulation resist, ice sha//be notless than one megohm. i TYPE B Inslol/pest, button on TYPE A crosswalk side of INDUCTIVE LOOP DEFECTOR !NSTALLATiCN INDUCTIVE LOOP DETECTOR iNSTALLATION Standard TRAFFIC COUNTING TRAFFIC SIGNAL PEDESTRIAN PUSH -' BUTTON SIGN , /Contact unit 6"con/oct unit unless otherwise noted ;;DI*ce box ' 11 11 Ir—TT—tT- Grounding -'- bushing Top of foundation •Roofing popo,, �' steal/ba flush with Approx. 2 cu. p O p p 0 p 2's/wive to a//ow ft. of clean L pavement surface for drainage crushed rock I"Jnspeclion holes. Not required Foundation shall extend 8" ELEVATION for removable .type pan. outside of frame on all sides. /rslol/olion Notes. C.'ontOct Unit I. Detector position dimensions refer to contact unit. PLAN 2. Concrete tinder removable contact unit mounting pan shall be finished flush with fop of pan supporting angles. J. Oetector contact unit surface holl be flush with rim of housing or no more than 1/8 STATE OF CALIFORNIA %ahtr, it low, unit shot/ � 1'' • _ DEPARTMENT OF PUBLIC WORKS be raised using one-piece, go/vlanized, sheet metal shims DIVISION OF HIGHWAYS with dimensions M., some as the ootlom surface of i'he contact unit. ON-_ STANDARD DETAILS N O. 3 13 4. Screw threads shall be coated with anti-seise compound. All screws shall be tightened securely. TRAFFIC SIGNAL AND HIGHWAY 30 X. PRESSURE SENSITIVE DETECTOR V E H a C',4L_ E DE j E C T v1 {=� LiVHTING INSTALLATIONS = SCALE AS NOTED DRAWING NO. E- REDUCED PLANS ___J r o I 2 3 ES -3B-5 D U No. 2'l ?! ^t33 1-3 INCHES ON ORIGINAL P_AN-� I T I 7 Iv" i15 AL i ."FET TOTAL RN, STATE FEDERAL PROJECT NO 5HEET5 _ fN[Fiy Ol3 SBd 695 T G'R � 3213.3 BASE PLATE _ Arm drilled and d/mp/ed or use POLE ! POLE POLE" BASE BASEPLA7 ANCHOR BOLTS tapered washers to permit N 1 DIAMETER DIMENSIONS SLOT SIZE DIMENSIONS OLT Ch4CL£ straight tie rods. �ecem 6 e /96 z TYPE HEIGHT B GAUGE „ „ „ „ „ „ „ A I APPROVED �h. c a bi bg t D/AME rL Rx 20 x l0 0. 65/e" /pit' i " /��" �/ ° 2 standard pipe° crossarm for Lumincre Mostorm. a;sisianr si�irrr Hin0ine Lac.Nc.5989 i ff--a 25 x 10 a. _ l///" 9 11' //Ilk' /Y�4' !"x 36" /0'd 2"double-extra strong or 21/2" stoodord pipe I j SEP-.i 1965 30 x 7 a. 8' 11/ 9 r H i /31 /Nr x 40 // cross arm for S/gna/Mostorm. I ,I TO ACCOMPANY PLANS DATED Tll-a 35 x 7ga, 8 T/,s_" /3 /2 li. ///p" 1 //4"x44" //rP" //8" - X 8 14 / x 36" X-a 35 x /Ogo. 8 46" 13/,` l!" /2 r�" --- gL}T 20 x./88 thick. T // rT° r4" - - - , - Removable rain light shaft copes SASE AND ANCHOR BOLT SCHEDULE ," � � „ ; I � yB" i 3".r5"Hondho/e,relnforced .3, 0.D. I ME Tie rod bock stay , g I , with No.3 yo,ring 11/2 wide -' --'' S thread both ends I we ld d too tside of pole 4-/1/4"bolt hoies (See Tie Rods Note this ' - , 4//2 X6//2 NodOga.cover slotted for bolt c/rcles. NOTE ; 1 i F// �3��"o holes G ti - quadrant as mast arm. " c plate,located in some (l//2 for ///"{ bolt _ F q Typc III-apo/e) I //gage acceptable if fabricated from sheet steel 1 1 " _F� of 40,000 p s i minimum „yield. ��B ' 2 Length indicated does not include required POLE TOP No. l0 gage � x 4"-90° bond. metal sleeveI I i _ 1 at each welded 1rat a See standard Electrical Details-Bridge (ES-7) c PLAN � jalnt. I � � i � r i most. for structure mounted standard. /,Z'-O" �� Use lock 3 ushers under all nuts I � - ; I p arm unless otherwise noted e I a� TIE RODS (-- -�~�=,=� �sl.'2` Plate bracket *so _ 112"0 T!e rod bock slay I� —� ' POLE SPLICE ELEVATION PLAN Tapered washers 2"Standard poe luminaire���� I O /. All traffic signal most arms and most arms l,? and longer for luminaires most arm. \� I V. � � ? Stondara' pipo most arm I I POLE BASE integral ballasts shall be equipped with standard pipe lie rods N o �- with welded 5/8"round bolt tips on each end,threaded 5" weld shall be " �% a °' coated with zinc-oxide point or golrianized. I 16 O.D. ELEVATION CAL-IF - TYPE STANDARDS 2. Pipe tie rods shall be ,3/4" far Ic'-O"to /5'-O"most arms ondl4�far o 'O most arms longer than /5'-O". I p GENERAL AND INSTALLATION NO TES Cap asregu; I MAST ARM TIE RODS AN® CROSS ARM � A//steel shaYFsandmast arm ssh&Hbe901001&ed8o/ts, 4, ©„ fur+7ishedbyIr ter, 15L0 (U1se for mast arms in excess of 8'in length. screws,nuts,washers ond tie rods shol7bego/va d.niZe -x - 5 le th of a 35 T pe X-a pole shall unless otherwise r�Rt�ted .E l5�O" _ .c' 4 O.D.Min. I ►0�o--I1- unless otherwise noted F 2• The ist of gg y " I �--, i � G r � cave/s� of a 5-07goge tapered section(8"O.D.to8////6 O.D. + I _2IV_ -�--��:\ bvr't welded to the lower end of a 30'Type IT Bole. l Note 3 j i .�i i 2"Standard pipe traffic `\ '\ 15%a"O.D. I`; �..I ' \_ - 3. �!{e lower 5'len ih of c 3S' T pe o o% shoticonsistaf a (S?ee/mast arms) I i �i I signal most arm -� 1 1 1' 1' I 2 Standard pipe traffic pp I \ I 1 , ` 5"70 gage tapered section(8"OD.to 8�l/1/6"'O.D.,butt welcie (Type M" 8.Iff-a standard only) `\\ 1 i ;4�N I I signs/ most arm. o to the .ower end of a 30' \I I ( \ o i 1 �, 1 I \ !'pea pole. o i c i I I 4. The lower 5'length o:a 25'Type.�;a pole shall consist of a as!c i It L 5Z"16gage tapered section f6-5/8 to 7-5/16 O.D.)butt welded to the lower end of a 2[1'Type.0 pole. ` III 47/16 O.D. 5. For standards to be inwtolled on structures,see Grwg ES-7 e STEEL MAST ARMS I I o V4 I © �° /. L Jnolre most arms shallbe so curved thor when most arm I I Q. is tc.ste.ned to pole the/umina/re end shall not be below too % I of polo or more than 116"above. Ck CnI Q I OL y c " .,f s Length I o o` I 2 The la.t3 of the... t arm steal/be straight and shol/be -1�-��— o I L �--� o horizontal with luminaire or traffic signal al Cached. r h G b � 3. Connecti,�o between most arm and pole shall be made by x ( C �`r �� `%0 Q, 65/s"J.D. 5//4"O.D. !�to means of a rointight soc,el of a design permittim;_simple �I removal or the mast arm and providing a chased outlet for electrical conductors. E I .?"Standard pipeJ,+ c a ti�b to " F a ANCHOR BOLTS Qj /. Each oitondard shall be supplied,w/th 4 anchorbof'tl 2. Each anchor bolt shall be provided with 6"of thread an.t 1 I S ~ NOTE: o i I I an 4"-90"bend end shall be furnished with two nuts and two wasters. Washers shall be ///64 X 24/2 min. Tap two inches of foundatic,'f to be Hondho/e for lowering I z I poured level with sidewalk finish except on I I J. Threads may be cut or rolled. Bolts shall be galvanized 4 device. _�--► I or plated after threads are formed I structures (See standard electrical details- i I Sidewol� I L;I Sidewalk bridge, Dwg. ES-7.) 3"x 5"hendhole —; finish g 9 I fief,� 4. One anchor f;olt s,7nl/b•bonded tL�conduit. _ MAST ARM I STATE OF CALIFOR!:4A Handho/e for lowerin „ :° "' % " " o y _ irk L 1' DEPARTMENT OF PUBLIC WORKS device and height of g �,. .z: ; 3/4 t",2N¢!2. 4'-6'-8' \ a, ;,;:; ' c i - - Y DIVISION OF HIGHWAYS hond.ho/es as regularly /2"x 6"x 6" alv. I/4"cost I °" i I '•' I TYPE CI I Q ".+'_'_ _ DI__�_�� i g II �y( _, _ �n } Ca:l.�f<, , 7IG;: THI4SNF_4_. <�" Ly furnished b m� r ;i„---- ?,_ c '�`"'� I �� STANDARD DETAILS I�®.� x y g :n;. iron box with gosketed �� `o ,„,,�„ � � ,�` n 111'II � � �— rA ;Q`. screwed-on cewerand3/4 F ° ° g' o &� -a 3-6' Y� _ l CALIFORNIATYPE STANDARDS —' plastic drain be/ow surfG�P i'L— LL T I _ p h X $t X -a 2-6 DorO - , ' `S 'Y ► 1 y TYPE TYPE St 'G OR TYPE St�i- C! -^ �� AFC. rSHOWN) 2�� ft., 25ft., 30ft., 35ft.,F012 Heights ,.. (P.00.E/eclro/ier) iTYPE 111 SHOWN) '► • • ° ' _� •v _• A. •` s- SC�rr 3/8'L=1'-O L G _ REV DATE�ci�sea .!sip' R��1���� �1i...A�s tj SCALE 3/8 1'-0" " _ f 2- 6,-c� DRAWING E 0 I 3 / SCALE 3/8 - 1 - 0 I d 4_ NOTED _ _ - IJ FZCLE _ 7,�=PPROVAL PROJECT ENGINEER DATE DESIGN ENGINEER ECOMMENDED DY DATE ®, ,, i f r(M� INCHES ON ORIGIi:A_ 1`.AIJ �,.I C3 !V o. 2y 32 04 3 S TN I <S ! 7.. ,