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B.P.R. ' FISCAL SHEET TJT L T AA i REG. No. STATE FEDERAL PROJECT NO. YEAR No. SHEL7S ` y 7 CALIF. DIST. COUNTY ROUTE SECTION SHEET TOTAL No. SHEETS •1' S✓ 906 34 34 BASE PL ATE Arm dri/led and dimp/ed or use POLE POLE POLE BASE BASE PLAT ANCHOR BOL TS tapered washers to permit N D/MENS/DNS straight tie rods. ale 6 e 96 z T YPE HEIGHT Q GAUGE D/AMETEK DIMENSIONS SLOT S/IE OLT CIRCLE APPROVED -- -- „c „ „a„ „b/" „bp" „t" Z D/AMETEK JLL 20 Itx /0-9, o. 0 6s/s" //it' /i " //1." / // • " N // 2" standard pipe crossorm for LuminoireMostorm. Ji7— a 25'x 10 a 7 51,,'v // // 9 /jll // // " /1'4 AV /"x 36" /O" 211 double-extra strong or 2 //2" standard pipe = Assistant St Highway Engineer C.E. Lic.No. 5989 Z7 30 x 7 o. 8 // /" 9 / " 1/ / " /3/ " /// x 40 // I ZZ /96'4 -0 35 x 7 0. 8 /// /3 / //" /2 / " / / " / N N / " cross arm for Signal Mosta/m. I TO ACCOMPANY LANs ATED g /s x z t / / x44 // /p //8" S 30 x logo, 8 ////f 9 //p ////p / //* 1"x 36" //" I N 0 35 x /Ogo. 8 /,6" /3//p" //" /2 /P" / /*" /"x 36 ////p" /8 ; Q 20 x./88 thicAr. 7 // /Y / / /4" — �Tt/ Removab/e roin-tight shaft copes /2BASE AND ANCH0R BOLT SCHEDULE ,N " ; I P8 ' " "H ndhole reinforced 3/ O. D. � /2 Tie rod bock stay = with No. 3 goring///2"wide / -- -- " 5 thread both ends , welded to outside of pole, 4 - ///4"bolt holes(See Tie Ro ds Note,this sheet) I 4//2 x 6//2 No./0 go. cover slotted for bolt circles. NO TEI - - _ plate, located in some (///2 for 1114 bolt 3 4 0 ho/es G - 'E quadrant as most arm. Type IT-a pole) L // gage acceptable if fabricated from sheet steel 3t/ 1 Pb N � , � T: I of 40,000 psi minimum yie/d. /6 "R 2. Length indicated does not include required PO L E TOP o. /Ogage g X N , 4 -90 bend. meta/sleeve I I , 0 of each welded I ; _ , , ° ? 3 See Standard Electrical Details-Bridge (ES-7) PLAN Joint. QD I tof gyp` most. I c for structure mounted standard. l2'- 0" Use lock washers under all nuts I "4— I I arm unless otherwise noted " a �00 TIE RODS _ �_� 112"Plate bracket \\ • • //2"0 Tie rod bocAr stay I a POLE SPLICE 1/8" T % ELEVATION PLAN 2"Standard pipe luminaire \ Q ° /8 N Tapered washers 1. All traffic signal most arms and most arms 12'and longer for luminaires most arm. \ I er 2"Standard pipe most arm with integral ballasts shall be equipped with standard pipe tie rods 03POLE BASE with welded 5/8"round bolt tips on each end, threaded 5. Weld shall be 0 coated with zinc-oxide paint or galvanized. 4% O.D. a q 2 P ' " / „ CALIF - TYPE STANDARDS /p a Jie rods sho// be 3/4 for /? -O to /5 0 mos> arms and// for o ; most arms longer than /5'-O". A GENERAL AND INSTALLATION NOTES Cop i as regularly h MAST ARM TIE RODS AND CROSS R M A//steel shorts and most arms sho//be go/voniite�o!80/ts 4, 0„ furnished by mfg /5, 0 " un/ I ,c (Use for most arms in excess of 8'in length) screws, nuts, washers and tie rods sho//be go/va��zpd. T unless otherwise noted F 15-0 c - 4"0.D. _ 2. The lower 5'/epgth of a 35 Type ff-a pole sha/l "�---U unless otherwise noted consist of o 5 - 07 gage tapered section (8 0.0. to 8 1111610. I N i _ -� G _ _ butt welded to the lower end of o 30 Type.al pole. I Note 3 ` )I I , I 2 Standard pipe traffic 5%4"O.D. ,�. •, (Steel most arms) I Signa/ most arm I , ; I 2 stondord pipe traffic 3. rhe lower 5 length of a 35'' Type S-o pole shall consis=fdaj �, I 11 I (Type ZT B X- o standard on/ a� I I I si na/ most arm. \ I 5- /O Boge tapered section(8 O.D. to 8�////6 D.D.J butt y) g Q to the lower end of a 30'r ype X pole. d, % I I I 4. The lower 5'length of a 25' Type 17;o pole shall consist of a 5-"16gage tapered section i6-5/8 to 7-5//6 O.D.lbutt a I 4 7//6 D.D. welded to the lower end of a 20' Typeff pole, % 5. for standards to be instal/ed on structures, see Drwg. ES-7. F I ,� • , STEEL MAST ARMS c I o i Z /. Luminalre most arms sho//be so curved that when most arm ° Q_ ,� is fastened to pole the/um/nalre end shall not be below top. •ca o t~ a i° of pole or more than 1=6"above. ctb o► Length • ' = I 2. The lost 3"of the most arm shall be straight and sha//be c I Ile, ca JU horizontal with luminaire or traffic signal attached, 17 E I �o • ' 65i " O.D. 5 //4"0.0. °i 3. Connection between most arm and pole shall be made by 8 ` means of o rointight socket of o design permitting simple o hoa i Q o removal of the most arm and providing a chased out/et for electrical conductors. 2"Standard pipe •� �' Q a ANCHOR BOLTS 13 N h • ' I ~ /. Each standard shall be supplied with 4 anchor boft Q ` Q "t3 Q' F I'° N 2. Each anchor bolt shalt be provided with 6 n of thread and NOTE : a an 4"-90 bend and shall be furnished with two nuts and fi I Top two inches of foundation to be ~ I two washers. Washers shall be 11/64'X2-//2"min. Handho% for lowering device. Q poured level with sidewalk finish except on 3. Threads may be cut or rolled. Bolts shall be galvanized a structures (See standard electrical details- I Sidewalk or plated after threads are formed. 3"x 5" hondho% Sidewo/k bridge, Dwg. ES-7 ) finish 4. One anchor bolt shall be bonded to conduit.MAST ARM finish STATE OF CALIFORNIA Handho% for lowering F, device and height of �-� ' `:;' I 3/4"C 2 No./2. 6 ° r , ":; %' " .I' o DEPARTMENT 0 RK • F PUBLIC WORKS hondholes as regularly • " " " " 4 -8 ° o • 'i` I�'� =�� ' °';�i��;: '� DIVISION OF HIGHWAYS y I AS BUILT /2 x 6 x 6 o/v. //4 cost ,►• ( I � F :I ��• E furnished by mfgr. iron box wi>h • "• ��°' 'II'r- gosketed o - o ,�I N, - STANDARD DETAILS N 0. 6 A ° x.0'''1' in F o iF;�:;; ° . o CORRECTIONS BY a. screwed-on cover and 3/4 F I� o ELEVATION ° plastic drain extended below surface. �'I ' .'a I�%'I ' h CALIFORNIA TYPE STANDARDS __,;;'�� _ � '� ,�L�,.'. NO CHANES �� TYPE _ _= • . ; h TYPE a & a CI =-o ' � .' a S ft. 25ft. 30 ft. 35 Poie E DATE r I __ 6 29 2 0 , f t., P I Heights TYPE M a a O R. TYPE x & x- a a . > . ._ . (P.0.C.Electrotier) v (TYPE U SHOWN) . a �� v _ my 3 y -- (TYPE IllSHOWN) ' � _� • o SCALE 3/8"= l - 0 _ � REV. DATE t - SCALE 3/8" = I - 0 SCALE 3/8 I 0 2-6co � SCALE AS NOTED a or DRAWING E Al PROJECT ENGINEER DATE DESIGN ENGINEER DATE APPROVAL RECOMMENDED BY D 3 -6 ES- 6-5