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Home My WebLink About1778-3F�oly Off' O/Y Sh'EET 2 aF COAX. i:oo P SIfC<. GRADE QO TEMPORARY PLUG OFDDUBLE 12'x12' R.B.C. UySTAI L # $ XAR oFOR l /fT AT rAGI/ fIVD WT of F'AeN PANT c = )7. 3 ro#,i ,o a * l,/ & jV 0. C. ROZ/9' WAYS OR 011` G C Zy' Ae 807L/ ma's WI, 111 yr rn�►c� 0 1 DET.9/L f " (/UilIC71aly Off' Ql/�9� R C 49 TO 7A10 DBL. RCB s �i/OTE• a,41 x1a? BACX of ll fA D Will L 8 \� S�'C7/dN A- i9. CO/YST. FOOT/i1/G' !�/Ty TyE- LOT O.4f GI��ILL �1 ' z1�V X �% rT STL�L P1AT,�' -� \___\___ ,�iiOryJ� OIC PAN�"L S ,#� l bz:TwL row vl,F'w ® R URD DRAWING The information oil this (Irawing 1� r.htaineO from others ana must he verified in the field by ;�,nynnr prior to use of cnnstructinn. HALL tQ,, FOREMAN. Ii .;;. is not responsible for underground facility locations nr d� . C,t�nn All above, ground facilities can be readily seen and verified by the oarl:ies that intend toiise sax . �Ji'o�VT iVJ,EW - PJi'� CUT IOosiVnPcront Row Bock Row H / j Better Vtr/ico/ 4 /e c /s -o 6 /?-0- IB -O• B 9-O /B-0 /O 6 O l? O t e ..- (� Dors 1 B' 1W re fAST�iv P�iP ,o r�11 s Y. - Irons Tot Ol slope fhNfl )off I 1/4"x 51-3"std gaiv. pipe W-0 Line sts with galv eye type /'-? caps to top roll and 12 long /-4 light wei 1 metal inserts at P11/( To Iffox Cz L XEI r equal inter ols of 10'-O"or less 47-m o tors leo 18 If Ir, RA If 0 S1,i6 AP /7 Typical Roil a Truss Panel S14NS A E CRaX. DDUfIA.S' `/� ,B10Cx, Headwall or Bet �tf-Al VA /Y) Z,Cp) Parapet Fence Post 6- 7 B- 6- 1 4' 24'nom. d ia. x 5'- 9" std. go I c rr r _ S0,4krD /IVcf 4r0SoT,,- pipe with gaiv. cop .j3 I %e nom. d io. std. gaiv- R�e I Z�O. Z./ Y.7 . fo/� I/yS7`� � l ATIo� AT STA • � �/`� �� i"�T �F Case Ill M /.6 3 3/4" x 3/4" Min. s; 4.4 $ chain link f nce 3.2 Aa4� ro SZ JD4f Elf" wEE�v BLOGX � PIhT� Ford 5.3 at 16 Max. 0 C. J"�a1VT D� SEA d 1✓,4LL 35 17.2 e 0. C. 73 36.1 PLANS P�cFPAjPEO ,8Y : BALI s,F7'7"Lf IMIVIr. 54 17-9 70 25.5 B5 36.5 Q • /FT SAX $ 1 h O Ce�uc. foori�� . Mir , D IL 8 \� S�'C7/dN A- i9. CO/YST. FOOT/i1/G' !�/Ty TyE- LOT O.4f GI��ILL �1 ' z1�V X �% rT STL�L P1AT,�' -� \___\___ ,�iiOryJ� OIC PAN�"L S ,#� l bz:TwL row vl,F'w ® R URD DRAWING The information oil this (Irawing 1� r.htaineO from others ana must he verified in the field by ;�,nynnr prior to use of cnnstructinn. HALL tQ,, FOREMAN. Ii .;;. is not responsible for underground facility locations nr d� . C,t�nn All above, ground facilities can be readily seen and verified by the oarl:ies that intend toiise sax . Top of Heodwa I I or Parapet � � it • � FETAL /�r/sE,QTs, sy.9 aE Sf/EET �!E'T,9L Tl./BE' lf//T// TO BE" Gfi'O!/TEp /iI/Tp / Ef�T.S �/s�iv� il/E.gT G�OI/T oma- A,97- OF��l�yT o' LPICAL HEADWA L FENCE'ELEVATION 0,9TE0 6 -d/ -B7 i I AsT w�w� �ET�� r�owT y14' W FENCE P057- Gli/ CHAINLINK RAILING EAL 7-RAN5' DETA/L B// -5Z Ai SECTION (REF. CALTRANS STD. B11-54) PARAPET = _ T Rx�ET / 0 TD%= ► 2 PER �t25T ' EXTRA 5 „ �q ox D'- 9" P05T POCKET . EX F CE POST POCKET DETAIL c°:. 8 - , cOJ1 z° MAX. PILE SPACING ' Co� FOR 45 TON P/L £S s* _ Gutter E/ev or 70e o/ Slope intersection ?•cl ? Surchorg* -Cost I ' � ^ `O .•a•.' �ti, ti:, culler Elev °- Tot o! tib.-.' •;�• Slope intersection I ; , 'T�TI 1 IOosiVnPcront Row Bock Row H / j Better Vtr/ico/ 4 /e c /s -o 6 /?-0- IB -O• B 9-O /B-0 /O 6 O l? O t e ..- (� Dors 1 B' 1W re spacing exceeds 101-011 Irons Tot Ol slope inst I I 1/4"x 51-3"std gaiv. pipe W-0 Line sts with galv eye type /'-? caps to top roll and 12 long /-4 light wei 1 metal inserts at Boller i None equal inter ols of 10'-O"or less 47-m o tors leo 18 10'-0" Maximum Spacing 0 S1,i6 AP /7 Typical Roil a Truss Panel Snort o Oars Hare bws 1#4 p /B None 5018 Headwall or Bet 6 7 Parapet Fence Post 6- 7 B- 6- 1 4' 24'nom. d ia. x 5'- 9" std. go I ?.2 2.5 pipe with gaiv. cop .j3 I %e nom. d io. std. gaiv- R�e I Z�O. Z./ Y.7 roil with I I go. wire ties 4.1 Tension Bar Case Ill M /.6 3 3/4" x 3/4" Min. 2"' mesh 8." 4.4 $ chain link f nce 3.2 12 go. x I" Min. T go. spr' 9 stl. tension 5.3 at 16 Max. 0 C. wire I I ga, wire r,,,,, /2.5 35 17.2 e 0. C. Top of Heodwa I I or Parapet � � it • � FETAL /�r/sE,QTs, sy.9 aE Sf/EET �!E'T,9L Tl./BE' lf//T// TO BE" Gfi'O!/TEp /iI/Tp / Ef�T.S �/s�iv� il/E.gT G�OI/T oma- A,97- OF��l�yT o' LPICAL HEADWA L FENCE'ELEVATION 0,9TE0 6 -d/ -B7 i I AsT w�w� �ET�� r�owT y14' W FENCE P057- Gli/ CHAINLINK RAILING EAL 7-RAN5' DETA/L B// -5Z Ai SECTION (REF. CALTRANS STD. B11-54) PARAPET = _ T Rx�ET / 0 TD%= ► 2 PER �t25T ' EXTRA 5 „ �q ox D'- 9" P05T POCKET . EX F CE POST POCKET DETAIL c°:. 8 - , cOJ1 z° MAX. PILE SPACING ' Co� FOR 45 TON P/L £S s* _ Gutter E/ev or 70e o/ Slope intersection ?•cl ? Surchorg* -Cost I ' � ^ `O .•a•.' �ti, ti:, culler Elev °- Tot o! tib.-.' •;�• Slope intersection I ; , 'T�TI 1 IOosiVnPcront Row Bock Row H / j Better Vtr/ico/ 4 /e c /s -o 6 /?-0- IB -O• B 9-O /B-0 /O 6 O l? O For ocluoi Spacing. see Wall LOrou/ Use R*inf for H= 4 6 B Pelt layout does i~ ^0/ a0dy l0 Case 1Z Condi- Top of wait ___�� ..- (� Dors 1 B' I I /? 4.O O Irons Tot Ol slope I �' CA t' ® 36I:1zg ' P E Plore waferstoo as t 2 , '., o �. . t1q)C,6 or Dotter i shorn when reovired rsee Table � I BscRlin sult,ctent/y ro prevent 9 ® !B"Short 0 hors p I ponding To Ot done otter I onstruction ✓oil! I removal o/ roll lortns and ( Cons! I w "'� Top o/ before OosAltlhng Oehuld wall I Joint It , �v loOlin� �t I�i Footing I � Optional Coding /int --..i04 ke ? - I I u 7 a i Ptoce concrete /n tos T- '--04 �6 ego/ns/ undl$rUrboa _t except as perm/fled by 1M Engineer. ly h / _ L • t / I 6-10r H+10'or less ��o Condilront: Reinforcement derorNd is to be Layout hot - 010/10m/ ' {/=0"/for Ht/?' Gate I P' hw/ wrrAw�e Key J Cost U 2•/ un/nnw/ed surcharge spread in addition In IAOt shown for TYP/SAL LAYOUT EXAMPLE w spread footings. Cos* Zy /If / 7' t►n„!ed surcharge . Case Jr / f} / unl mtled surehorge A//l forCfrom H= 4' use W + 5 O ` Otherss lrOm lab/1. •for /Oinft required. see J B B?< SPREAD FOOTING SECTION DES/GN 457 P/L £ FOO TING SECTION For drainage notes and oder drIvils, DETAIL Ux" TABL �, OF/01YS OA L Des/ n H //�1C• 4 1 6 1 B' 70 /2 W 4-0 5-0 W 6'-6'. W-0 9-6 F 50,cod it /'-? /'-? /-4 /-4 /-/O Boller i None None None 47-m o tors leo 18 05 12 18 0 S1,i6 AP /7 6 @ 14 Snort o Oars Hare bws 1#4 p /B None 5018 05@17I#6#17♦6@14 t60 Bet 6 7 Toto/ * tars 6- 7 6- 7 B- 6- 1 4' Lose /.6 ?.2 2.5 3.0 .j3 Lose II h>!fl /.5 1 Z./ Y.7 ,14 4.1 Case Ill M /.6 3 2.9 3.8 4.4 $ Case ZV A4yL 2.0 3.2 4.2 5.3 6.3 Screed WIWI ft 1 /6 122 F t g. {Gant. 94 /2.5 35 17.2 55 t 24 4 1 73 36.1 Rile {Slee/ 1 3/ fooling , /0.9 36 /2.9 54 17-9 70 25.5 B5 36.5 NOEFS H+/? : ,van. conditions: Mom& r efeve short Oestgn H mor be ercNded by 6• Delon geMg to Me next hors Indtcores distant• size. from top of looltng to H + /O' bars Special looliV d0slgn is req&wed Irheie twper and a/ short Qo foundation mo/ertol is incapab/t of sugoorl/ng toe pressor• Pars. /pods listed In tbb/e. H -B' Deston Doto: 4'6Short 0 Iers 1r '1300 psi lir' + 3250 psi b +24,000 psi n + /O Nv6' )re. earth- /PO pet Case I - *a// design for epuive/en/ J/uid 3=0' pressure + 27 and 36 pct. Case II, JY, IY - ifb/i design is based. on Rank'/nes Jwnw/o with m = 33•-42'. H+4' �ntt des OWntlINS do not Include /be wall portion obove "Gutter Elevation " and are tar design purposes only. bESIGN H - 6 EL EVA TION -Al RETAINING WALL (CALTRANS STD. B3-70 TYPE 5) %J. AV. 91-4-040