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HomeMy WebLinkAbout2330-2dN "I Cowl •OvR TOT H• 61 H_• 4'8' N• %4' • --{ H• 6'-O PAsttT e�Fparsr1a11 /pnh a 96't•e' nror. � T I - A •cat W" (r+a cJ.." • \ Y CymM/ nrorror Ms Noe % /ecw fro+M n..n .r►riW.i 0•ti /ween,/ po••'•d /•ne © 06'S/CN DATA • • r"1� i c H• 3=i• Aasol r /o • 100Ps/ /,; _ /300 Psi 1, • N.000 psi n • ?0 04) 1 Ai! Jrrwrr/ CZrx r /c • /,jOOPsi /,'• JY10 Psi /s ' Ye,0G10gi n • to forth• Ai•O pc/ . hirl ?' LOW ALrcho pe r EL EVA TION �,a„� /;,e Eillow" al /Iuid Pressen • J6Pc/%. at/e m.noijon oiler prrsw.r. ho�N few ?l re/ Pc/ /or de/�r/nw101rorr o/ APresn se. ,iR/ Un/imi/e0 JwrMrye I -0i Pretsere op/ermined /tern R "ollfl e's lanes/e 0 = J3. 4l'. Lwow /••e - --- Abn/awvn 0A'0r•06k $o// bearmt cgoacrh Of +bw010604 mo/rr/oI • 1 I ___ .._- -••-- --- -- � -;�� -- - /6' �4.Orrmolovd e,.proris,ar I L !"I'l 0- loillovill ei• 1 Joel 1///K ?'0'LM/ swchorpt Estop/ tovlkerp 6' ❑❑ I�0 F - - - - - - - PLAN erwl. /s✓snad pole Lbv/ty /•min. ,Down /folswA / Slope &V F=1.16 ST£P D£TA/LS ELEVAT/ON-NASONRY CONSTRUCT/ON .sEMCW A -A II ♦ 1 2 . air• 1`-'� �� Ftnhvcrd � -Tor o/ sbPe 1- to *into I►Mr/er #*into TM�l cP'rCreAr r/em I MJfIlK/ren P Jl •3 ''•• �_ I i e+fl'K1NAr char �• 0 �-, 03 � C 3 es• e 4 0 a •'7 eansA•c/an ; o •s 7--=Aie,onr ce'rtn•cI'a+ C Jill- b a` acgo✓nsn/wwa's e � Perr/oes bakl•Y e 6 Tot T i4 2 raI rrp�✓red r F •, b 0i 1b/ 3 i 6 Telt w fl�Ibr8'd' �arrlbco IotA/N/ 176 ' FT _1M/ rsMMrsl. 0 4161, t 0 4 Tot Y #4 Ybt Y O �kill LJ I -I L 6 -g/qq, rty W _i W H- O n+o•. H 1 e mac H= 6'o'mor. ypiC , TYPE 6B WALL TYPE 6A WALL a Ais'pt H J'+' 'O' + 6'F-Jlr'4' 6=0' 6=0' 6A W 34" J'-6' J,/0' +'•o' i d' 6 A 2.. 3'/t••xy/2'• ?..xl�c., tr/�.. -- -' 061 to W5 f /6 6 A 116 04PI6 017/6 37/6 60 SA70 04010 04018 041/1 WP10 0 S11? r0ai'"p conc. ?.9 J.? 5.4 5.7 4.0 /feMn/. Lbs/L.f. Aasorry 191•rn/ 111 S 0.5 6.6 8 9 7.7 11.6 9.d /1.8 /3.7 - /3.0 /6.7 ! /. Fes owl M/ sAoeN N off', see '6A' :. Arse e/ •vein tee /eyn+nr/ /s Neel cra► Arr/iwrAd AtFrpMt ens A"M A•wt A* 01 Mofarf a bin of weAl. 3. Type 6 Iblowl 6 ft# sAw/' N /AWW to we kr "I/b of Dss'yn H of 6 tee/ or Al i. ►•'Aire ho/Yk is w4eeenl to Ate Air N eeN, /Mord rdAt sh000m be a/ till /earn Ms kr /rain ANY M wo N Mal J' Lar masonry woo M r for re/ekvtel tmttreto al l - S. Lbl NANldit slgpe%drl, Me psnlrechr wrist Aero Ate 0p/ro0 o/ colowswC/ey /M 1}Iss 6 obft of Mhos nresanry or rwnlwcwl eavoll pe VWfft H I 3-4' 4=0' I 4te 3'4' 6=0' 68 W t= J'O' J=+' J=6• +'•o' 68v4016 t*sand Ir/>!•' I..xl.. Ir�..xt.. 2.. 3'/t••xy/2'• ?..xl�c., tr/�.. Ir/r..xl.. (••xtr/i" Iii"xtl/�.. er 2•. 7/4"x2" 2,•xt 6. ii•' 04016 ev 619 040116 04 it 16 0?016 7 /6 37/6 60 040 A6 04116 0.4116 16116 0476 68 1 AS04116 .*4116 011 /6 67/6 FPO" tool Co. f►. / L.f. P.3 1.8 5.0 J.3 3.6 New.. Lbs/L.f. Mosmry /Ishii! Cbnc S" 9.I 6.6 9.6 7.7 /l.8 9.6 /I.9 /J. 7 1.5.4 16.7 for re/n/OrfYd cOrK'n/e stem tp/'1/s /e4vired ser eo•s 8 so•s rs r. . _ ----_SI►TC OF CALIFool._._.. srcrxo crra Iv 1. 11 Brace to be removed after ON other fence construction is completed Line post unbar ottnerwt$e directed by tin r _ rHorizontd brace wtth trues rod may be Engirneer- E' Mox used os on alternate to o dtogond brace i / Martz brace with 1 Got* -1 Tension worse �- Line post Brace •stseitruss rods \ Cot* post I vertical stoy latch post Diagonal brace 11 L y „ n it II n 11 }v Truss II II 11 rods Pu ENO AND CORNER ' -- Not less thon 3 time$ moxMxsn cross' Line poets of 1000 maximum interval$ Type CL -4=46" fabric Lsnoth as specified POST ASSEM&Y section Of post with minimum of 6" braced a+d trussed In both directions Type CL -6=T2•' fobric 2'-6" for fabric less thon 60" high except that this broctno and 31-0" for fabric 60" ornd over 2'-6" for fabric 1068 than 60" high trussing may be omitted when the 3'-0" for fobrte 60" and over fabric Is stretched by the equipment R/W R/W 4 i 6•• or as specified + 6" or as specified or shown on or shorn an detoa Plana 1 Beton plans ISN note bNOr) i islets note belowt TYPICAL MEMBER DIMENSIONS (See Notes) LINE POSTS END. LATCH & CORNER POSTS BRACES FENCE HE GMT ROUND H ROIL ROUNO ROIL FORMED ROUND H ROLL FORMED 10 FORMED ID to t*sand Ir/>!•' I..xl.. Ir�..xt.. 2.. 3'/t••xy/2'• ?..xl�c., tr/�.. Ir/r..xl.. (••xtr/i" Iii"xtl/�.. er 2•. 7/4"x2" 2,•xt 6. ii•' 7/' 31 xy 1 2 /2• /2'• ?17•'x?/i'• I/i' 1%2••x1y4• r 1 1l�••xl/�•• Iii••xt/�•. 10.79 6' •0"and FPO,,, S' 14.62 Less Over 16' ♦a j4, Max 6" 16.97 IVl 3" �I Over 6' thru 12' II�VI 1 4. 62 Over Over 12' 61, t 6.91 6 thru 16' ENO AND CORNER ' -- Not less thon 3 time$ moxMxsn cross' Line poets of 1000 maximum interval$ Type CL -4=46" fabric Lsnoth as specified POST ASSEM&Y section Of post with minimum of 6" braced a+d trussed In both directions Type CL -6=T2•' fobric 2'-6" for fabric less thon 60" high except that this broctno and 31-0" for fabric 60" ornd over 2'-6" for fabric 1068 than 60" high trussing may be omitted when the 3'-0" for fobrte 60" and over fabric Is stretched by the equipment R/W R/W 4 i 6•• or as specified + 6" or as specified or shown on or shorn an detoa Plana 1 Beton plans ISN note bNOr) i islets note belowt 1 � b4IEi i 1. The above table shows sxompba of post and trace sections which may comply with the Spsclftcotiona. r taw4'.74_L• . ;snot brace Or IZOntd brace rlth ss rods TYPICAL MEMBER DIMENSIONS (See Notes) LINE POSTS END. LATCH & CORNER POSTS BRACES FENCE HE GMT ROUND H ROIL ROUNO ROIL FORMED ROUND H ROLL FORMED 10 FORMED ID to t*sand Ir/>!•' I..xl.. Ir�..xt.. 2.. 3'/t••xy/2'• ?..xl�c., tr/�.. Ir/r..xl.. (••xtr/i" Iii"xtl/�.. er 2•. 7/4"x2" 2,•xt 6. ii•' 7/' 31 xy 1 2 /2• /2'• ?17•'x?/i'• I/i' 1%2••x1y4• r 1 1l�••xl/�•• Iii••xt/�•. 1 � b4IEi i 1. The above table shows sxompba of post and trace sections which may comply with the Spsclftcotiona. r taw4'.74_L• . ;snot brace Or IZOntd brace rlth ss rods v T r Z c0 CONSTRUCTION NOTES 0 I 6oNsiwa o411 w • r - -c-- -r -- 1750 2� e0N5TIzIJGT g4 II bla-• 1215 ) Sir- c.+W. fJa' ZA 0EVVIF- A LA6r- tV 5TINcr 6KAIN 0NI- r-MNGE MZ : c,Al.Tl2 PIPEC-nON �5 61ION5TW-LII T 13 rGc a)N6gF,TE P'V-INF0P,/,-F-D W (.,'X &// 5� 60 sTtUGT PIPE To C-FNNrL coNNEGTInN P� C,aL-TI2^N E7 5Tb . d • feX2 LrrI L IV OIC l IN �' WA►-� dN TIT 2A �7 60W1 > V-UGT 6I+AINi-INK I F-RcP A20UNn P--y"N Pr.P- GAL-TFz^i e_ _ . A-.05 ON 5H -r- 2D WGrA- •1-:�` 1 irk I �� col�����T � - � Iyif�x• I��TA.ININ� W� ��� c�-`T"�-,�,NS sem- �3-) I �f`�'P�• �„� �l.I, om T KF --1 off- ' I 2. Sections shorn M the tools$ moat dao comply with the strength requirement* post dtmenslons end wetght6 ore minimums.lrementa Larger sizes may be used on oporovd HICHWJ and other provisions of the Specifications. • -- - --- ---- - - .. y of Engineer. OTHER FREEWAYS 3, Other sections which comply with tine strength requirements and other HIGHWAYS provisions of the SpocIfIcotlons may be used on approval of the NOTU Offset to be 2-0'•at monument locations, E��' 4' meosured ot. right angles to R/W Ones. 4. Options exercised spas be uniform on any one project. �• Toper be o achieve offset to at least 5 Dimensions shorn ore rnominal. STATE OF CALfORMA , - `• I A DEPARTMENT OF TRANSPORTATION Top OF r3AS I J FENCE LOCATION , 10Q0 CHAIN LINK FENCE ` _ --� . -. � - NO .SCA E 12 1 LOP - 8-5 s•Fit,UwAY , / � 14/IV 9"WST/N1 CHA/Nl/lVK' NCS' >CONTRACTOR SHALL SFR/�'Y /N /EL/� ALt M PROTECT E"X/ST/NG �',Eil POST 1� / ��-' Z pyo Pos�D �� s I / Z' s�o I 15 '� l�/MFNS/ONS ANb 'VAT/ONS, AND MAKS ,. -- P� �' � � ,� PLACE AND REPAIR EX/STIA16 FAegle - // AT SCD M�"R Off' PRUP�RT Y & N,�C 'SSARY Aa1asTMbNTS P✓/TH -J 0xrEN7loN /✓ N _�- - -� 1 per Al- D�' THc' /NSPe'CTOie MATERIAL F PER SAN 13ERAIA,D/NO- ,14"I' �K.LES' /N ORZANTAa Y� ND SP ERT AC. 'O SLA6i L ®` (0 VP' (� _ . - f��_AC_ �D .J PS A9ESH or Q G cot/N�"Y SiANDARo 3�4 G 6r1�S H ON LL E SECT/CNFGI�P �' I 1'L -_._ ��°'�'•�, p�� /N �'i10E ACRD.SS A°�iV/NFr � L�.._ . -nu c 1 d.« SECT .1J'-/� s��r �1D ro Af GALE1.5 p�/q `¢,�0' i I 717 T EXIST AC PAVED ' /ONS 6 f l�I L{NA//3'ED P1 r4T�G'r MW DOWN + CMP ,DETAIL INLET T A�E , !4G 01 �(flL �' • F 0�`c,t� -117 � 56 M 56,iiiiii Avo Ac PA t�/NG ra ✓O1�/ ,mvl.rR/W55 r2 L� U //45 tot F570 /6' • ,� % pF EX1S"# VG L'0,�7/eAGrD� '�/G s �F�C/L a t� gX1'ENTION pYAN ,QG E su�AL E ' �" iti 5p�t JOE ply CWI. t/E�l't D AL ��eAi rro� o/enW _ .\ r x 24 �'�/VST/QUG _ TOP -515C7/ON A -A Rio QASI �+ > p 10 83, Y I CMP I T DETAIL W (e) (� f _ I� H E e Ex/s - - . - - s, - A 4, ►� -- \- - �'�E �'M� tNi T D ___T_ I A ooi 195x/sr. r - C - -- - r Exis Ca I t7 ��ac / - - - T/N� �tlfl7?/,es1L f AC PO DR�ht - . ,- ,� _. _1 "LOW RA7EeA15 79 T Iii GT M 6774 RICK MORTAL i'LuG T P CITRUS AVENUE 1 ?, l� D SND S EcaN f,R -A CA Tie s sT.1� o. /79��W -Xlsrii A/ 7' o }- ll'�ll 1 G _..�--.�._�__._...-.._.,d X11 •-- _ ._:__ .,- •--� �:-=.a..•�. - ___. _<......� _..___ _ _ -�---Y-._...__-..,..�... _ . n.. _ ONO ----�. - t - -RICKY. MQR poi �.�• I U � Ili-._..�I�C� _ o Esq 24 r 58otJ ST _ 10,94 -V60 . 8�s ,r - --- 54 8 - - °8S _ I CT'/0�1 G�G �.: W � - - � _. R / _ oe8 0 � �..3--, •t; A k N0 0 � _ x--.--�_`.-: � lois ". K/ -_ p p 8 0 G.4.9 - -- � ��' -�` 24 t s z �. � '( 58 �• \ a � o `Qo y TE d To �ulz� V M "fl -i _ ESToe�a' • � --� � - M/N CJPOS�,b �aR/1 D� G�P�90E�� 0 S!•i \ 10 • ,�fr �' SEE DRAIN C4�1 ST �q ESSlp ! Q AT / :;" �'�' - • ` 3 ." _IUDC rl 6" �j1/N�TALL o GRO/N T O � � .•,. No. 22015 0-Fzr/e nRcp - Gam' T P o 6 NN /vliiv. STi1LL/�"D ' Exp. 9-30-97 X�ST/N Q1I Ac'i E r -e fi- A1.5 ® Al 53 /3 q-7 "ll 55CIVIV �e G ► OF CALk ® RECORD DRAWINGS These record Drawings have been prepared based On 111"IllOrMation submitted, in part, by others, Whiff this 111tc tion is believed to be G I�� l AVFW!��iyT ��1 �S reliable, Ari Consulting En insets isnotaccuracy,o - oS Co << • r - - - g • �s�for its o� w for errors or omissions which may have been incorporated into .5 11-L WA 1-/ � ,� plans as a result, � CHA/lV L I /Ule / &Vi S 6C/o/V A -A NTS -moo P( J.IF. t APP R.CIE# 22015 [ffTE l� V t I � L, v I I� Iry v r r� " - ' �'•'� OF CITRUS AVENUE AND SAN BERNARDINO O F' E�isT//V a CHAAlIV6C- MY REGISTRATION EXPIRES 9-30-97 C / ' / i% N AD 4C n Cf3Gs Mole iiiii/Ca Li v6r, II ✓ M s- -9 CITY OF FONTANA DATUM. ELEVATION = SE'C -rlo9A - G xelc/Cgs /I AAD d iv/0 s 0 aft+S/+V, /SAA rill' 1W k R.-• It AL N-rS 2 ADD o 59r_ -2,eEl//S4.J oA1 S//7 3 J PA 2.-'t `t4 ` Gv4✓ z• 7 • go, ON S .41 GATE POST FENCE CATE NOMINAL WEICHT HEIGHT WIDTHS ID PER FOOT Up thru 6' 7/2• • 4.95 TV -$-r thru 12' ,., 10.79 6' •0"and tnrr i : S' 14.62 Less Over 16' ♦a j4, Max 6" 16.97 Up thru 6' 3" 7.58 Over 6' thru 12' S• • 1 4. 62 Over Over 12' 61, t 6.91 6 thru 16' Over IB' 0 24' Max. v T r Z c0 CONSTRUCTION NOTES 0 I 6oNsiwa o411 w • r - -c-- -r -- 1750 2� e0N5TIzIJGT g4 II bla-• 1215 ) Sir- c.+W. fJa' ZA 0EVVIF- A LA6r- tV 5TINcr 6KAIN 0NI- r-MNGE MZ : c,Al.Tl2 PIPEC-nON �5 61ION5TW-LII T 13 rGc a)N6gF,TE P'V-INF0P,/,-F-D W (.,'X &// 5� 60 sTtUGT PIPE To C-FNNrL coNNEGTInN P� C,aL-TI2^N E7 5Tb . d • feX2 LrrI L IV OIC l IN �' WA►-� dN TIT 2A �7 60W1 > V-UGT 6I+AINi-INK I F-RcP A20UNn P--y"N Pr.P- GAL-TFz^i e_ _ . A-.05 ON 5H -r- 2D WGrA- •1-:�` 1 irk I �� col�����T � - � Iyif�x• I��TA.ININ� W� ��� c�-`T"�-,�,NS sem- �3-) I �f`�'P�• �„� �l.I, om T KF --1 off- ' I 2. Sections shorn M the tools$ moat dao comply with the strength requirement* post dtmenslons end wetght6 ore minimums.lrementa Larger sizes may be used on oporovd HICHWJ and other provisions of the Specifications. • -- - --- ---- - - .. y of Engineer. OTHER FREEWAYS 3, Other sections which comply with tine strength requirements and other HIGHWAYS provisions of the SpocIfIcotlons may be used on approval of the NOTU Offset to be 2-0'•at monument locations, E��' 4' meosured ot. right angles to R/W Ones. 4. Options exercised spas be uniform on any one project. �• Toper be o achieve offset to at least 5 Dimensions shorn ore rnominal. STATE OF CALfORMA , - `• I A DEPARTMENT OF TRANSPORTATION Top OF r3AS I J FENCE LOCATION , 10Q0 CHAIN LINK FENCE ` _ --� . -. � - NO .SCA E 12 1 LOP - 8-5 s•Fit,UwAY , / � 14/IV 9"WST/N1 CHA/Nl/lVK' NCS' >CONTRACTOR SHALL SFR/�'Y /N /EL/� ALt M PROTECT E"X/ST/NG �',Eil POST 1� / ��-' Z pyo Pos�D �� s I / Z' s�o I 15 '� l�/MFNS/ONS ANb 'VAT/ONS, AND MAKS ,. -- P� �' � � ,� PLACE AND REPAIR EX/STIA16 FAegle - // AT SCD M�"R Off' PRUP�RT Y & N,�C 'SSARY Aa1asTMbNTS P✓/TH -J 0xrEN7loN /✓ N _�- - -� 1 per Al- D�' THc' /NSPe'CTOie MATERIAL F PER SAN 13ERAIA,D/NO- ,14"I' �K.LES' /N ORZANTAa Y� ND SP ERT AC. 'O SLA6i L ®` (0 VP' (� _ . - f��_AC_ �D .J PS A9ESH or Q G cot/N�"Y SiANDARo 3�4 G 6r1�S H ON LL E SECT/CNFGI�P �' I 1'L -_._ ��°'�'•�, p�� /N �'i10E ACRD.SS A°�iV/NFr � L�.._ . -nu c 1 d.« SECT .1J'-/� s��r �1D ro Af GALE1.5 p�/q `¢,�0' i I 717 T EXIST AC PAVED ' /ONS 6 f l�I L{NA//3'ED P1 r4T�G'r MW DOWN + CMP ,DETAIL INLET T A�E , !4G 01 �(flL �' • F 0�`c,t� -117 � 56 M 56,iiiiii Avo Ac PA t�/NG ra ✓O1�/ ,mvl.rR/W55 r2 L� U //45 tot F570 /6' • ,� % pF EX1S"# VG L'0,�7/eAGrD� '�/G s �F�C/L a t� gX1'ENTION pYAN ,QG E su�AL E ' �" iti 5p�t JOE ply CWI. t/E�l't D AL ��eAi rro� o/enW _ .\ r x 24 �'�/VST/QUG _ TOP -515C7/ON A -A Rio QASI �+ > p 10 83, Y I CMP I T DETAIL W (e) (� f _ I� H E e Ex/s - - . - - s, - A 4, ►� -- \- - �'�E �'M� tNi T D ___T_ I A ooi 195x/sr. r - C - -- - r Exis Ca I t7 ��ac / - - - T/N� �tlfl7?/,es1L f AC PO DR�ht - . ,- ,� _. _1 "LOW RA7EeA15 79 T Iii GT M 6774 RICK MORTAL i'LuG T P CITRUS AVENUE 1 ?, l� D SND S EcaN f,R -A CA Tie s sT.1� o. /79��W -Xlsrii A/ 7' o }- ll'�ll 1 G _..�--.�._�__._...-.._.,d X11 •-- _ ._:__ .,- •--� �:-=.a..•�. - ___. _<......� _..___ _ _ -�---Y-._...__-..,..�... _ . n.. _ ONO ----�. - t - -RICKY. MQR poi �.�• I U � Ili-._..�I�C� _ o Esq 24 r 58otJ ST _ 10,94 -V60 . 8�s ,r - --- 54 8 - - °8S _ I CT'/0�1 G�G �.: W � - - � _. R / _ oe8 0 � �..3--, •t; A k N0 0 � _ x--.--�_`.-: � lois ". K/ -_ p p 8 0 G.4.9 - -- � ��' -�` 24 t s z �. � '( 58 �• \ a � o `Qo y TE d To �ulz� V M "fl -i _ ESToe�a' • � --� � - M/N CJPOS�,b �aR/1 D� G�P�90E�� 0 S!•i \ 10 • ,�fr �' SEE DRAIN C4�1 ST �q ESSlp ! Q AT / :;" �'�' - • ` 3 ." _IUDC rl 6" �j1/N�TALL o GRO/N T O � � .•,. No. 22015 0-Fzr/e nRcp - Gam' T P o 6 NN /vliiv. STi1LL/�"D ' Exp. 9-30-97 X�ST/N Q1I Ac'i E r -e fi- A1.5 ® Al 53 /3 q-7 "ll 55CIVIV �e G ► OF CALk ® RECORD DRAWINGS These record Drawings have been prepared based On 111"IllOrMation submitted, in part, by others, Whiff this 111tc tion is believed to be G I�� l AVFW!��iyT ��1 �S reliable, Ari Consulting En insets isnotaccuracy,o - oS Co << • r - - - g • �s�for its o� w for errors or omissions which may have been incorporated into .5 11-L WA 1-/ � ,� plans as a result, � CHA/lV L I /Ule / &Vi S 6C/o/V A -A NTS -moo P( J.IF. t APP R.CIE# 22015 [ffTE l� V t I � L, v I I� Iry v r r� " - ' �'•'� OF CITRUS AVENUE AND SAN BERNARDINO O F' E�isT//V a CHAAlIV6C- MY REGISTRATION EXPIRES 9-30-97 C / ' / i% N AD 4C n Cf3Gs Mole iiiii/Ca Li v6r, II ✓ M s- -9 CITY OF FONTANA DATUM. ELEVATION = SE'C -rlo9A - G xelc/Cgs /I AAD d iv/0 s 0 aft+S/+V, /SAA rill' 1W k R.-• It AL N-rS 2 ADD o 59r_ -2,eEl//S4.J oA1 S//7 3 J PA 2.-'t `t4 ` Gv4✓ z• 7 • go, ON S .41