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HomeMy Public PortalAboutEl Camino Real At 41st Avenue Traffic Signal61 d- m EL CAMINO REAL TRAFFIC 1 x x 4 r 4 2;H (A) PHASE DIAGRAMS (B) SAY M E ADOWS RACE TRACK Service Station e P R. Div. No STATE CALIF. FEDERAL PROJECT NC. IbCAL YEAR SHEET No TOTAL SHEETS //////7//7//////71' Existing 4"x6" Bumper Type .Ill Standard with (B) PPB ono' protective foundation Detail "A" LOCATION MAP Scale in Feet 500 1000 To San Francisco 136 012364 (B) -i —_— Sidewo/A' " 2 Edge of shoulder) 9 Remove 6y others, EL CAMINO Neon Sign BE LM ONT 0 Location of Improvement (B)PPB on Type 1-8 standard. 1 r (B) PPB on Type /-B Standard 5#12 3'12 3-1,92 415V Ss (A) 21 2't'/0, Sae/ 2, //S/4 (81 (8) 0 0 (Bl (Al & ofproposed /t/O, /2'994 CO co - PLAN , Arta ove by others y // 4 Anchor bolts as required Bonding Jumper Bond conduit to a/1 anchor bo/ts. 40 Protective foundation, similar to Detail "A; with two guard,cos/s. E, ting "x6" Beer 8:3' Type Y contro//e%pedestrian interval timer, 2 directional detector relay units, "G" cabinet and Type "B"pedesto/ 3'-O" high and 2 guard posts. 2#/D, 74/2, //#/4 8 3,4 3/2, // #14. (B) PPB on Type Ill standard. 0 I d. Sidewalk 9 3*10 Type 'A ”Service Contractor shall furnish series -multiple relay to the Utility Company for in s tal/ation.. rg of standard. ' 1% ~Conduit to protrude 2"above foundation. Min. No. S Pul/ box. Foundation, as required. PROTECTIVE FOUNDATION DETAIL "A" Scale 3/eu=I'—OD SECTION A —A Edge of Shoulder-, Edge of Pavement -N To Son Jose 13/d9. /20/240 Volt Service 8 ,{later socket Mount on Utility pole For additional wiring detoi/s in controller cabinet see Standard Detail sheet No./ APPR v Ea', Apr I . 25,1958 s Ara HIGHwaN Ivc4NaaW. CIVIL. EIN INFER ICENSE No. 20e4 Provide 3/4 o drain hole in bottom of grout at /ow point 8/w-' Contractor shall furnish Series - /Multiple relay to Utility 7 -Company for installation.r --4'9x8 Existing 6.6 A Circuit Mork ,..- "Test switch on/y. J N 3o--e430,+--Main circuit breakers. 20 1)20: 3#/O 3:1( 4( 620 W each. SERVICE DIAGRAM No Scale D11T. COUNTY ROUTE SECTION Smarr No. TOTAL SMELTS IV SM 2 SM I 6 L.• En•"“ -t Ee o,+.ew, DIST. IV �V—dt _may._ — //ant Grout pad placed after standard is leveled. Foundation. GROUTING DETAIL No Scale INDEX OF SHEETS Sheet No. I Plan 2 General Electrical Installation Notes • 3-5 Standard Details, Traffic Signals and Highway Lighting Installations • 6 Standards, California Type CONTRACT No. 5"9-dr,-s4 PATE ACCEPTED 4u6. s /938 a Li I— - T RESIDEr:I''ENC;iN"ER t: ��T,� REVISIONS BY,/l�E�., i DACE frs23 STATE OF CALIFORNIA DEPARTMENT OF PUBLIC WORKS DIVISION OF HIGHWAYS PLANS FOR CONSTRUCTION ON STATE HIGHWAY IN SAN MATEO COUNTY IN SAN MATEO ON EL CAMINO REAL AT 41 ST AVENUE FqECEnit AUG 14 1S ENGINEERIt HIGHWAY LIGHTING AND TRAFFIC SIGNAL SYSTEM Scale 1 201 Drawing No. E- i 4 Q TI479 6 a " �%" DI V. Me. rrAT[ FEDERAL PROJECT No. FISCAL YEAR CALIF. SHUT 1 TOTAL SHEET* Phase (1 or 2 Bands) Equipment location number (/ or 2 Bonds) Circuit (1 Bond) End of conductor Typical Markings: B-/ Phase Detector location shown on plan Detector circuit TYPICAL BANDING OF CONDUCTOR ENDS OS GENERAL NOTES Conduit /. Except os indicated, service and detector runs and conduit into sign structure foundations shall be l- inch, 01/ other conduit shall be l //2 -inch. 2. Conduit shall be installed /8 inches minimum be/ow curb grade in sidewalk areas and 24 inches minimum be/ow grade or finished surface in 0/l other areas, except that conduit installed within curbed dividing strips constructed on existing pavement may be /aid on and secured to the pavement. 3. Conduit runs parallel to curbs sho// be p/aced adjacent to back of curb, except where in conflict with existing facilities. 4. Conduit to be installed shall not be used as o drilling or jacking rod. 5. Existing underground conduit to be incorporated into new systems shall be cleaned with o mandrel and b/own out with compressed air. 6. Conduit shall not be run through foundations for standards. 7 Conduit terminating ,in standards and pedestals shall extend 2 inches above finished top of foundation and shall slope toward the hondho/e. 6 Conduit entering controller cabinets shall be sealed with paraffin or opproved sealing compound . 9. Service risers shalt be termiooled with o service head or shot/ be sealed to prevent the entrance of water, as approved by the serving utility. Pu// Boxes 1. Pull boxes shalt be No. 5, except os indicated. 2 Pull boxes shown in the vicinity of curbs shot/ be placed adjacent to back of curb, except when in conflict with existing facilities. 3 Top of pull boxes shall be /eve/ with surrounding grade except that in unpaved areas where put/ box is not immediote/y adjacent to and protected by o pole, concrete foundation or other protective construction the box shall be buried with cover /2" be/ow grade. 4. Pull boxes shown adjacent to standards shall be installed against but not on roadway side of foundation . Conductors and Wiring I. Signo/ neutral shot/ be 4t /0 A WG or the lighting neutro/. 2. Conductors between luminaires shall be *10 AWG, 600 volt. 4. Number of conductors indicated in signal light conduit includes two ,7k /4 A WG spores. 5. Conductors shall be identified with bonds os specified in the special provisions ones shown in detail on this sheet. 6. Underground conductors to signo/s sho// be run without splice, except that where existing signals ore being modified, signal conductors may be sp/iced where indicated. 7 Neutro/ conductors moy be sp/iced in pull boxes. B. Provide 2 feet of stock in each conductor in each pull box. 9. A separate ungrounded conductor shall be run from each detector. /0. Connection to each terminal of o pedestrian push button sho// be by o sing/e # /4 AWE conductor. Sp/ices sho/l be made in nearest pu/l box . /1. Not more Mon be connected two fie/d to any D," T COUNTY " OUT" SECTION " ..." T NO TOTAL " IV SM 2 SM 2 6 OI.T" KT .." ...P .N... y__ApriL 25,1958 conductors from detectors or push buttons shall terminal screw in the controller cabinet. /2. One side of secondary circuit of series - to- mu/tiple transformers shalt be grounded. On structures the grounding electrode shall be the conduit system. Off structures, it shall be o ��" x 8' ground rod installed through bottom of pull box. Signal Equipment I. Pressure detectors shall be 6 feet long, except as indicated. 2. Detector position dimensions refer to contact unit. 3. Detectors shall be installed with junction box at left end (viewed in direction of traffic), 4. Top of detector foundation shall be level with pavement surface. 5. Detector contact unit surface shall be level with rim of housing or no more Mon I/8 -inch higher. /f low, unit shalt be raised using one- piece, galvanized, sheet metal shims with dimensions .the some os the bottom surface of the contact unit. 6. Pedestrian push buttons shall be Type B. 7 Vehicular and pedestrian signal mountings shall be oriented so os to provide maximum horizontal cleoronce to adjacent roodwoy. E/ectro/iers 1. Luminaires shall be the mercury vapor /ype will, ASA Type, tight distribution and a 20,000 lumen (amp. 2. Mercury- vapor /amp ballasfs shall be ins/a/led in a isn't/ box (with ex/ens/on) adjacent /o each new e/ec/ro/ier. Foundations /. Top of foundations for slondords (before grouting) sho/l be level with top of curb in curbed areas or 6 inches above surrounding grade in other areas. 2. Except os indicated, standards shall be installed with 3 feet cleoronce to face of curb and edge of shou/der, or 2 foot cleoronce to bock of dikes and ditches. Miscellaneous l Locotions of standards, pull boxes, conduit and other equipment moy be changed to suit field conditions as directed by the Engineer. 2. The numbers 0, �, etc. adjacent to standards ore location designations to be used for identification purposes on/y. 3. (A), (41-.4), (8), etc. indicate the phase of signal heads, detectors or pedestrian push buttons. 4. "/-(B), . "2-(A) , etc. are detector designations. The number refers to the location and is used in conductor bonding; the /etterlsl indicates phase. 5 Service conductors, raceway and entrance fittings shall be furnished by contractor and installed by serving utility. CONTRACT No.a.4T��t2��__�� DATE ACCEPTED _Aug. &./.51,18 AS BUILT FESIOENT ENGIN rkil;6, tredri a,- REVISIONS BY �� OATS ��y�� 4 3 2 1 N0. DATE BY V GENERAL ELECTRICAL INSTALLATION NOTES. DRAWN BY DATE CHECKED BY DATE SCALE DRAWING NO E - 2 4QT 1479 MOPE 11100114, ISOXCY NO FMK MAN • = O ms •m i� I LOCATION OF TERMINAL BLOCKS AND CONTROL PANEL Main Switch Plug Fuse Receptacle Controller - Flash - Signal Switch Field Wire Terminal Blocks Instrument Terminal Block NEMA Standard Grounding Outlet 15 Amp Radio Interference Suppressor A o ®ee®®e Drain FOUNDATION Back of Cabinet-- 41'Slip Fitter .0 'o _cg,§2 2 4' 0 Zito 1 -I' -Id -1 FLASHER 8" min. clearance between conduit fittings and front of cabinet -Install 2 pole terminal block when field terminal block is not used DETAILS FOR CABINET WIRING TRAFFIC ACTUATED CONTROLLER CABINETS 5" 1 D. Min ot base /See Specifications for details Angle connector for telephone interconnect where required Flexible metal conduit i— 3"x 5" Handhole &cover 'rte 4" Std pipe or equal 4' Gotv. Type C Condulet steel pipe to loin conduit to flex. M 4i,X30N Anchor bolts 0-2'- 0N TYPE 8 CONTROLLER CABINET PEDESTALS Note: If telephone line interconnection is specified controller cabinets sholl have 5 inches of vertical clear space inside beneath all other equipment wuw LL� U8 tics �v' c is_ Meter Socket o' c o a o u7 Ground TELEPHONE SERIES MULTIPLE OR LIGHTING SYSTEMS OVERHEAD TYPE G TYPE A INTERCONNECT TYPE H cf E 34.4 4f2 Slip- Fitter 4"x9" C. I. Galt' pipe flange F. 9 D. 5" I D min?, 10 O %' t8" i•J •, _ Anchor bolts -t ttwead 6" L ti #I K2 ta4 m` . op t:81 stal U ;54T1 F ii Ufa t e3 b`sy G cK FLASHING MULTIPLE FLASHING BEACON SYSTEMS BEACON TYPE 8 TYPE C TYPE D OVERHEAD ELECTRICAL SERVICE- DETAILS 1 3 TYPE C Y NI 3 a3SPI td _ u Q MULTIPLE SYSTEMS TYPE E ?Mar Jones Plug Pin 33 GPT $R AC - See ipecial Provisions) '4" Std. pipe Note: Details not shown similar to Type A Pedestal ,ug4.01. ' „d iu Ground Rod a 2 O' c 2 73 0 x 0 Ground Rod MULTIPLE SYSTEMS TYPE F ihote through slip fitter, ,-- Signal Lock nut. i ! Nippt OSR i L,. Parent AC- 0Green AC+ �— J RR AC - L., Parent Yellow Before AC- AUXILLIARY GPT TIMER • :e• Stop Timing AC+to Dispotcnei CONTRACT Nosy-4r/st.4 DATE ACC> FTED Ava. S, i9se AS , . U I L T Pc SIPENT ENGINEER -. {SATF.Q.. A Ora i RP.,ieti1NS RY �/✓dta7 ,;-2" pipe mast orm k r ng.Seal with Permatex -Shake proof lock washer Hole in housing for pin After signal has been plumbed and secured drill T/ic,' hole through mast arm in line with hole through slip fitter Ploce % galvanized bolt with washer under head through holes and secure with two nuts and a washer so Bross Pins l( x Ye Serrations `\ \ an cowltr>t son a ow amk IV SM 2 Ski 3 _ _6 .,.verso February I, 1956 aAnM+iii� u DX Mee TO *COMM KIM oaso_Aprrt 90, MIA Signal standard %� Curved to " fit standard SECTION A -A —214N r-8 i T3T NOTE: On upper bracket omit cable guide and center hole in standard Cable guide II i 5/16 N. F. Cadmiun-plated Cast brass i;--1" pipe SECTION B-8 Signal standard NOTE: All holes subdrilled and upset prior to tapping BRACKET FOR SIGNAL MOUNTINGS Drill and top for 11)2" Std pipe All signal heads to be attached with lock ring etc. as indicated for mast arm mounting at left. Ring to be of brass, of sufficient contact area to cover flange on signal housing. LOCK RING Offset Slip Fitter it-- When Bookplate is used Cadmium plated/ SLIP FITTER FOR POST TOP MOUNTING Allen set screw Note: Serrations in fittings shall SLIP FITTER FOR MAST ARM MOUNTING match those in lock ring 41 n a DETAIL X Two rows of 3 set screws Cable guide With 4 VSIlp fitter DETAIL Y TERMINAL COMPARTMENTS SPECIAL 90° ELBOW One for eoch face, except those with special slip fitter mtg. SIGNAL HEAD ATTACHMENT DETAILS STREET 1 1 k Conduit to Controller or Relay Cabinet Exact Location to Suit Tel. Co. or Power Ca MANHOLE UNDERGROUND SERVICE STATE OF CALIFORNIA DEPARTMENT OF PUBLIC WORKS DIVISION OF HIGHWAYS STANDARD DETAILS NO. 1 TRAFFIC SIGNALS AND HIGHWAY LIGHTING INSTALLATIONS PRA ON NO STATE FEDERAL FROST NO. FISCAL TEM MKT TOTAL CALIF Toward Intersection DST COUNT( ROUTE .See plan for type of signal heod mounting Terminal Standard Comportment, 4 %t QQ Detail X at top 11 go. Tapered Pedest Push Button when specified 311 x5 Handhole 8 cover TYPICAL SIGNAL MOUNTING TYPE a,m or STANDARD 8" 3 L ■ 2" • 1 re/8 32y" ;. -i le 6 Plate shall be 20 gage aluminum with specular "Alzak" processed finish on the bock side and two coots of flat black enamel on the front side. • ARROW LENS PLATE 11/1 Contoct unit APp� 2 cult of Paper leancrushed nadt ELEIsnot4 PRESSURE DETECTOR Terminal Compartment, Detail Y 41" Shp Fitter 6" 4" Gaty. Steel Pipe (thread both ends) BASE See Specifications for odditionol details 3"x 5"Hand of 8 cover 5" ID minat base 3/4x 18"Anchor bolts Pedestrian -- Push Button when specified - See pion for type of slgnol head mounting 4 % Shp Fitter See Specifications for additional details 4Su 9°C. I. Gdv. Pipe Flange F. SD 4' intlQ" Ardiorbolt thread 6" 1 TYPE I -B STANDARD 0 4" std. pipe 3" x 5" horndn¢le e cover Note: Details not shown ore some as to type 1-A standard L2" base plate Foundation similar to Type 1-4 TYPE I- C STANDARD SIGNAL STANDARDS AND TYPICAL EQU I PM ENT MOUNTINGS T-}' k'i'Zlif'{ SECTION A -A FRONT VIEW DIRECTIONAL LOUVER SIGNAL HEAD ACCESSORIES Note: Louver and lens plates shall be secured in place with one plated brass machine screw and nut and oriented as directed by the Engineer. if 'Splice Box Sleeve to allow for emand free movement of conduit. Drill signal heod and ottoch back -prate using (6) I/4-20 plated bross machine screws with nut and lock -washer. Anodized 3S half -had .058' thick or heavier Akuninum 8"(t 3") on post mot mtmg 5"('- ki'. ) on most arm Mounting brackets REAR VIEW BACK PLATE Note No background light to show between plate and head TYPICAL GUARD POST ..r B -I A-1 A-2' WAIT -WALK" red green To sidewolk l W-1 A3 4"Slip Fitter Red Louvered Yellow Louvered Green Arrow Red Louvered Yellow Louvered Green Arrow s_ See Specifications for additional details TYPE I- D STANDARD Shoft and Foundation Detoils similar to Type 1-4 TYPE I -E STANDARD Shaft and Foundation Details similar to Type 1-8 TYPE I -F STANDARD Shaft and Foundation Details similar to Type I -C A-5. A-4 7' To sidewalk W-2 Use W - 3, W-4, W-5, on Tred \ louvered unless TTeen.] otherwise specified 7' o sidewalk P-1 P-2 mountings with vehicular signals MOUNTINGS ON TYPE I -A, 1-8 or I -C STANDARDS Louvered { Red Yellow Green arrow ellllow}Louver Green arrow Type a Standard Iv SM 2 SM 4 To ACCOMPANY PLANS oA ED_ A - 25 1958 1 -color signal head Flushing Beocon with yellow lens and 67 watt Iomp. Post adaptor. Pole clasp, 1"min. pipe Sign lighting fixture as specified with 92 -watt Iomp 'Signal Ahead" sign (t0 be furnished and installed by others/ Type t -A, I-8 or I -C standard as specified ADVANCE FLASHING BEACON INSTALLATIONS Bose 2%» std. pipe 4'-7" total length PEDESTRIAN PUSH CONTRACT No.. it{24 DATE ACCEPTED Acs. s /7-5-8 AS BUILT RFNIPFNT ENGINFfRk r? ,.;„ REVISIONS RV gam/no-in DATE BUTTON POST A-6} A-7 MOUNTINGS ON TYPE I- D, I -E or I -F STANDARDS a+trig 6÷a£, "WAIT WALK" lJ 7 To sidewalk To sidewalk 8-2 B-3' B-4 8-5' B-6' W-3' I W-4 1 W-5 MOUNTINGS ON TYPE II, III or Z STANDARDS Note® Mounting Includes terminal comportments. • s special mountings to be used only when inejcoted on plans VEHICULAR AND PEDESTRIAN SIGNAL MOUNTINGS a CRCs$ STREET PUSH LITTON IT FOF required GREEN SIGNAL Red B Green rG Indicator Lights (. C Type Pisan* as Type C except for WALK signal) red louvered unless eal 7' To sidewalk SECTION Q5 BASE DETAIL Porcelain Enamelled sign 5"x7314 black Metes on white bockgreu d Arrow to be left or right or both as required Bo of casting shaped to Type ck fit curvature of post Ei For mounting on pedestrian push casting shall be formed to cop top otherwise specified FOR WALK -WAIT SIGNAL PEDESTRIAN PUSH BUTTON Wit Cut hole to fit pipe eJb" holes I/2" R. To cR S STREET button post, of post. FOR 2 OR 3 LIGHT SIGNAL P-2 STATE OF CALIFORNIA DEPARTMENT OF PUBLIC WORKS DIVISION OF HIGHWAYS STANDARD DETAILS NO.2 TRAFFIC SIGNALS AND HIGHWAY LIGHTING INSTALLATIONS MOO $TATC Ptak PNodtcr No. N CA1.II. PRIMARY Toping of this portion may be omitted if jacket on leads is impervious. See 5000 volt cable splice detail. SECONDARY Cone shaped water repellant packing pakseol or equal If braid covered remove all broid except Ott at sleeve Not Not less than 2 layers of high grade rubber tope conforming to ASTM Designation D -I19 -48T covered with not less than 2 layers of on approved fabric tope painted with coat of compound and fused. 8,5 K V polyvinyl chloride insulation ( Spare conductors not used shall ibe cut and left in the water tight pmt. Rubber and fabric tope carefully worked in to provide a watertight joint. See 600 volt cable splice detail. - 10,600V polyvinyl chloride/ insulated pole wire. TYPICAL DETAIL OF SPLICING AT TRANSFORMER Uniform toper without ridges, well roughened - Coat of compound fused in (Same material as in tope) Open mesh fabric tape, asphalt -impregnated ,-Polyvinyl chloride tape (.007"(.007"thick)----(Thickness of 18 layers Insulation Y Synthetic rubber tope laps oil -resistant, self -vulcanizing ---- (2 layers, '4 lap) 5000 VOLT CABLE SPLICE 1 u F- — 21 25" 1- Sfli 0' LJGH71TJG a1 iiJGrl VOLTAGE it - Splice sleeve, crimp and solder Splice thoroughly secured by twisting wire and soldered by pouring or dipping method. 600 VOLT CABLE SPLICE (T SPLICE) CABLE SPLICING DETAIL Inscribe "TRAFFIC SIGNAL" - when containing signal cable Omit for low voltage circuits +1 +1 N (V — N 1 %"Drai Clean crushed rock NO.5 19"`_I" -1 +1 5 m Precast Reinforced Concrete Seal with mortar xtension when box houses transformer or ballast Poured in field Roofing Paper PULL BOXES Drill for Primaries Ground Strap Ground Strop Brass Bolt Ozite "8" Compound poured of , temperature between 300° 81 350°F 16 Gage Galvanized Metal Container dipped in Ozite "8" Compound Foundation and Sump similar to No. -5 Spaced 120° NO.3 k2 0 0 60 1•- 30 W u. 2 3 30 60 DISTANCE IN FEET 0 60 60 90 A 120 90 60 30 0 30 60 30 0 30 DISTANCE IN FEET Scale I" * 50' TYPE It 120 120 90 60 30 0 30 60 90 120 DISTANCE IN FEET Scale: I" = 50' TYPE BE ISOLUX LINES OF MINIMUM HORIZONTAL FOOT CANDLES SHIELDED HIGHWAY LIGHTING LUMINAIRE 30' MOUNTING HEIGHT, 20,000 LUMEN MERCURY VAPOR LAMP Secondaries kelite Spacers) a Pokseal or equal D 0+12'' Inside 2 Layers Rubber Tope Conforming to ASTM Designation D-119- 48T 2 Layers P81B Tope 4 - pa B Paint Note: Remove nameplote from transformer and affix to outside of container after dipping ALTERNATE ISOLATING TRANSFORMER AND BALLAST PROTECTION PROPOSED es Alasamiale. ONO ----- 0 a aMD -*1-0 -O c PPB t asr. cowry SM MUTE 11101011 5M IV 2 6 Among, February I, 1956 "En,enl� e1MNIM�R Na HMI To =an PLAN DAT[o !April 7 2,‘,19” AAAIPAS 1 CONTRACT No. -29-.41E=24 DATE ACCFFITO Aua. s /9SP AS BUILT PCSIk1fNT FN INEERJirciee.,..:,g,5,,_�._�_ ._ ► REVISIONS BY0.),✓.;«.,, DATfrt.g (ysa1 SYMBOLS EXISTING :1 OVA C=7 MD tiD 4l V - - --0 ;0; ppb -o- -0— I —0— I 7 Signal conduit Lighting conduit Pu l l box Non -directional pressure detector Non -directional magnetic detector Directional pressure detector Controller Traffic signal, each arrow one-way three -color (on Type I -A standard unless otherwise specified) Traffic signal one way three -color with bookplate (on Type I -A standard unless otherwise specified) Traffic signal one way three -color with green arrow (on Type I -D standard unless otherwise specified) (Red and yellow louvered) Walk -wait pedestrian signal (Type I-0 standard unless otherwise specified) Pedestrian signal, 2 -color head (on Type I -D standard unless otherwise specified) Mast arm traffic signal (with bookplate) (on Type II standard) Electrolier mast arm type with mast arm traffic signal ( Type III standard) Electrolier, mast arm type (Type 1 standard) Electrolier, upright type Pedestrian push button Power pole Telephone pole Fire hydrant Flashing beacon, one-way Traffic signal with all colors louvered Overhead conductor STATE OF CALIFORNIA DEPARTMENT OF PUBLIC WORKS DIVISION OF HIGHWAYS STANDARD DETAILS NO.3 TRAFFIC SIGNALS AND HIGHWAY LIGHTING INSTALLATIONS " IRA DIV MO STATE IiDa1AL N10jaet MO. FISCAL Moor NO. TOTAL WRITS CALIF. 41 " NOTES / - Mos/ arms shall be so constructed that luminoire end of aim shall be not more than 2% feet above nor 6 inches below top of pole. 2 - End of most arm shall not be below the horizonlol with /uminare attached. 3 -The lost 3 "of each most arm shall be straight ?ji Stand 0 1 MastArm 2 Set screws to secure Mast Arm Pole Neight 00 Pole Base 4 " y'V 2 -hole in Pole and Plate edges reamed P AN ELf AT ION 1 h MAST ARM BRACKET (Reinlight Mas/arm Socket may he substituted forde/ed shown) 20' 30' 35' 641 d' 8IN PLAN POLE BASE WELDING DE TA/L Not to Scale 3:r f hbnd No/e, Reinforced with e 3 Gauge Ring /1" wide we/deo' to outside of polo 4q x 6 ' s/O Gauge cover plate, located in same quadrant Js mastarm. 4- %S(Boll holes slotted fee Bolt circles get -to /172- for ?O'b30'poles Boa circles /I' to 11,4- for 3S'po/es E of messieurs -Tr I.` ? . 2 s ir0 No/es jr SfCTION '7" lh. for 30' by /Oga 3%z for 35' be IOgo., 35' by 7ga. 2'14 for 3p' by 7ga. 0r' "for 2O' by /O ga 78 Length 4"-6= 8' MAST ARM %t' Tie Rod Back stay 3 -thread both ends PLAN - Use Lock washers under all nuts (,--ft'P/afe Bracket 'fir o T_ 'e Pod _Back Sty 2 -Pandora' Pr' Pe Mast Aron EL EVA TION MAST ARM 7/E RODS AND CROSS ARM ) 41/0 Gauge Dished P/. or Removable Ram/ight Shaft Cap Length /0-/2=/5=/8=20' MAST ARM  f/06auge metal sleeve at each welded, joint POLE SPL/CE Sidewalk finish Note - A// shorts. msstarrns bo/s, scrt ws, nuts. washers and be rods shall be galvanized or cadmium plated Unless otherwise noted, po/es to be located so that face of pole is no closer than 1' feat from face of barrier type curb. Whore there is no barrier type curb, Me center of the pole sha//be no closer than /fr feel born edge ofshou/der. L 0 u si4'a0 Din. COUNT, aeun S.e1n. Sew Ma, Ira IV SM 2 SM 6 Approved Novem er 15. 1954 /044 sr; Traffic Engineer Livil Engineer license 0541.9 To accompany plans dated Apr i /_2,)958 CONTRArT No .s'2-4Ts14 DATE ACCLPTED quc. s /9s8 AS BUILT 11r EN`;IN1TRJa��fa��r��urer ws_.___ _ RrVt1V)NS RY ALKfteneti DATE zt,r9. - ,q,-3 /2"-0" unless otherwise notes' " -Plumbing Device [1#"..57ack Plate unless otherwise note/ e 1? `.,O".. min. 63'00 4 -1':1361x 4'Anchor Bogs, for 30'x/0 ga bent as shown. 6"threed with two nuts and two washers each Se/ a/ //- dia boll circles for 31; WV* v( for 35' 'QD. 4 3=0"a 4 3'- 6.0 EL ESA T/0N TYPE X Note: - The lower S foot length of a 35 foot po/e shall consist ofa 5 foot tapered section Sts'/hick (8" 00 to B VOA) butt welded to the lower end ofe 30 foot pole. A 20 foot pole shalt consist of the upper 20 feet of the 30 foot pole desrpn. Pk( ,tern 4" anchor bolts for 35'po/es $ for all 'Iga shafts Each anchor bolt shall have two 3'a"x2tY' washers. Anchor bo/ts /nay hove cut or rolled threads c e w 41" Nt resen Ik min. 0 4 0 .o ;Plumbing Device ,'-5'8ack Plate unless 4-IYi x40"x 4" Anchor Bolts u1p./F T 1 c Pitt 4.4 4 Llllf Efr-$111-1 TYPE 111 0 S4ewslk fs.-a' 'fhers'ise no. Finish " " 4-/i3614'Anchorbo/ls ben, es shown with two nuts was two washers each set at9'r4" bolt circle TYPE II O rt 1 STATE OF CALIFORNIA DEPARTMENT OF PUBLIC WORKS DIVISION OF HIGHWAYS . STANDA,MD$ CALIFORNIA TYPE . 20 ft., 30 ft, 35k Pole Msights Not to Scale 1 Rwsedgr I-57 FILE DRAWING