Loading...
HomeMy WebLinkAbout173 • �/lil -- SL'�d-- S= -1268• Z 1 • + + INDEX OF SHEETS S TATE OF CALIFORNIA STATE Pao.,ECT "O.IF, � a TOTAL 7 CALIF s-SG-1268(2 SHEET N0. 1 TITLE PAGE • TYPICAL CR TI M 2_ OSS SECTION DEPARTMENT OFPUBLIC 3 15 PLAN AND PROFILE • 1 16-19 INTERSECTION DETAILS " N 20 MISCELLANEOUS DETAILS DIVISION OF HIGHWAYS vw gal 21 SUMMARY OF DRAINAGE STRUCTURES Of to 22 IRRIGATION DETAILS " 23-34 STANDARD STRUCTURES f ` COUNTY OF' SAN BERNARDINO " 1-53 CROSS SECTIONS ` �r- a 1_1 MASS DIAGRAM PLAN- AND PROFILE . .:- 0 IS) A FEDE A AID SECON Y - PROJE N0,9 . S S G 12 68(2'j o , SAN BERNARD/NO A� COUNTY ABOUT THREE MILES EAST OF UPLAND ,ON HAVEN AVENUE BETWEEN FOOTHILL BOULEVARD AND WILSON AVENUE o END OF PROJECT STA. 266+36.2211. Ole X.,:. '��� �► ,z C�` ti -- - : T/N., R. 7 W i TIN. R. 6 W. �� -- ,� - TIN.N. R.5 , ' \\ T. ..T+r. 'rt1,�;!7� i 1M4LsON + /AVENUC 1 - . . I 1 `�',•X• +-j t I MATERIAL SITE T-r- ,. -- -- EXCEPTION - ;�R.R.rs�E K�.t SSS STA. 203+00 to STA.213+73 r �•\\ » _ , ; �` �. �:�r. ---- - t + �—SA N, BE NSA /NO i i t • ! HIGHLAND ' F.A.S 589 TATE H1 HWAY RTE.. 190 AVENUE I `Y FA.S- fl ST TE TE iloE + FAS Selo 19TH REFI / — S7A h1G^+1w.AY RCU TE i — — Scale: 1 = 6000 _ No 6T-40.70 c. R. R� rT ; :-z=- _ i a OAS[ LINE I - ! G '•'� ; i y F A.S. 10 i.A.S. 710 SASE } L1N� i' T. I i I I , SE LINE' r ►--- -- -- � -- � Ma'ERIAL SITE � � OF SAN BERNARDINO 1 >+;1acN sr RXIHG N ' r % P COUNTYtP ac �I. l j �ti? F .s. 71010. 2 — �.■ i - -- . .� _ y >I- _,- 1 } _._ i _ ----a-- +--� � - -'-�-- %Q l "R� �t71i� W � i� c,` C, , ,,� - F:.f11�t{LL 96 0•C I I f �� > ; i y . . - . tIL __ U S.66 STATE RT 19 `► 1 I ♦ L Da t; I i I Z ` ' P. 711 — --- ;-llP BEG. OF PROJECT `•� TT. ,.7 .. \` •x ENGINEER i I I �:::''• �` CIVIL EPWNKVR LICENSE N 4 C.,� ►rr .41 _ I NORT Nr. AlRs� f O. 8 9'� FO `C• A§ AL t STA. 106+ 17 � . - FON � �:4 _ - -. . \ - :�•; v, r • �'!/� A T S S F R R t : _1 i•r + 4wc. r �.. - .i._ 117 \ �:��• ;. ���/// ,,' ?��" - -•.__ • ._ - - -- . - . . �4- — -�-� — �-:— s .r :.� .r— s-�w. + '?' c � :�'."--- i •• '.�•• r � ,r�� •,, lI�- Ki Vl/ p oA f AN, SOARO OF SUPERVISORS - . T.!�' R-7W. TIS. R.6W. u , ````� _, \ >, v r c1+AIRt1� KAISER �...+ -� -� .L �_ — _ - - •, - I tKi-- 1 T a. N STEEL . _ G t T \ S 99 + I +o w '. ra % i h I /1 i / t SAN SERNARCINO AVE } t - --- F.A.S. 11!! '� ji _ _. 1 - I y' _• �` t - — 4 , _• �1 tv y; tr < N F.A 03' �? vAll Y V —�- i -+•- - - MONTCLAIR r { "•--� _—� --z FREEWAY I i STiATE RTEl 26 F--- — f- - so ' - - - W ;s�oVER AVE f t. � ',';.► N STATE F A S. , ( , < C L,IFORNIA W t O 19 sARtON t '� \ J J A DISTR T ENGINEER Wan W / ! . ROAD pISTRrCT V111 A;'VQOVED FEBRUARY 2, i9591116 , OJ _ V .4 'Z I o i �� COUNTY DUMP � N I � o Y . 1t.a���� i AN l ►- r +-- s S RNA I � - - ,• : - • - -� �_ t 8E RD NO TY .... ........ COU N .. f f .. S ht •• 14 STATE � r W I►Y L _1_. ENGINEER < + RIVERSIDE �� ` , � ► \� i � COUNTY �p � -- + I 'iV'L ENGINEER LICENSE 110. 2084 , ;f `• F .S 6 S RI R 1 OAIV FAIS. 693 Q• - + .— .. .. .. f SCALE 1 CONV ENT 0NA . SI t,�. •� e ga 2e 0 1000 20000 3*�00 FEET 1* Town Limits - ---- -- _e,ep - • fownSHlp Line! T n I `u'v�.: : Serf'on Line ' — — .wo► �• -o�tiw.9 Socr,o�er Gni• /` 1 Grant L ne Drop nip- lice l e- i rice --- • - - Y,1cty Dole a r'd Pail --�-�-- 1 I TOTAL LENGTH 2331 MILES � - tnCed Property - - • - `- - - -- '``,,,�t , . •� Ri !of Way Line �-- O'4.or Survey Line DAR CT � Trav led Way ally y Trxks -= M; s,• ✓ I L. r r wo `• P R STATE FEDERAL PROJECT No. FI£f.AL 5EV. DIV.No. I— H YEAR No SMELTS 7 CALIF. .S�.SGF /2�i 8 �2 } 04%, c..uNrr Rour[ Sa::rlo aN!', Tc t o. 7 ,o M S• o. 2 S /ocplWS. /kai Sed ts8 2 !Z 3¢ x 2 / ,rnvw' Dis-fM . � 2 O.25 /.B.M. A.L01rtY FEBRU.aRY �9�J� 2 2 aPnd �/ai-id6/e 22 � 7Z /oe A 2 Curb cisirl 9Is _ Fog S t 20 1`o a. 266 t 06 y /8"wi a�fh 9�rter- Fo 9 Seat/ Coa7�' 0 04 O��r, Grrt o�eo� �?/j!.S. .SJ'`Q? 2 .9 ..Sf 1 Nt COUNTY ROAD COMMISs10N1Q - O 25 �/ar�7=Mixed Ste.-f'acin9 - . C.E. LICENSM NO. 8495;.. Oi•-o�i% ryrltde ►J .".. �� 5 40 / 0.50-77 O•SO 2; I , -- - - o.�s 0.�5 /. f3•M Northbound Roadway to he Co4sf,�cted ,by Others /•5 Base M47'er/A _ t - �- p f• /m rovement" 1 To be used as N. B. Sl�c?. 23 9 t 9 7 43 to ,S'f�. 2 6 6 f- 36. 22 ' WO* , ,Road wa y ExCAva %o/I -r P pv- • , •� ! Fog X09 '- f. 194 4)a /4 2 ' 3' 3' /Vo1`e . Durst r�siorss s`io��s Z.ZS' 19r-e h ai-•/r�at/ dirss in s i onr -1' ru ��n�o,�•�� PM S. L /NED GUTT'CR r- - - - - - _ � Tz•+- e-moi. 2/3 t 80 A Std. 226 f S77 y "- 7 7 7 - _ .. 6• _ _ _. _ - - --- _ _- _ x Fo 9 ,S'e s/ o A , / i / l 2 3 ( 1 • , --leo u�ay �'rCpaa�ioA ' o D = 2. 2 S , S, = /%:/ , S2 = 2•'/ Star. 22 7 f 07 39 97 ,3 D ' .� ,S/',v. 2 3 9 t 97 4 3 �07�� /gi-7ior� aF a��va .��lil.S. /NED G v T TE .2:/, SZ = std. // >� 2 S r1 2 2 7 �-O 7 fo Sta . 2 3 9 * 9 7. 4 3 r'b stat. /2 3 f So 4 f 25 1`o S7`d. /2 3 t 50 Foq Sea / Coat #- !x•04. OPe� Gra deo/ f?M•S. Sc --- 0. 25 COr7.s `i♦'L/C f o�P171,VF ' in P/VI„S'. 9 Di lie alt /oc aho�s as di�ec ted . t ��o moi% Grade o. i7' •i 0.25/ by ;4hc ,6r7 q:Heel-. /o ; s 2� .. •_ ,.. - , 3 yo z Graa/a ' i o.25 ' ' i � 1 i o.25 0.54 o-So �-,►�} ,3 /� of s`-e d Bas P /1-l'aJer is/ _ De ya// of �?/yl. S. .Sh o v/der- D i kc 3/ 8i /2 /Z 8 3 ' /O ' /O •'/ S/owe '7PP/ies / `t/ except �ror,� St a U _ /♦S9 Sta• / 774 SO . . 32 Norm o/ rse e O/ev�s f.S--¢ t0 S`�e. /coo t 2s. e4 o M As H = 2' S70 er. /G O �- 9/.84 to Sea. 20 0 f o8 n-�► 40� u cfio•-� with Sr`a fc /// /i w y /2o v - Igo af'Ni 9h /a h cel A ve� -�--t TIOIt� eY c . w - 8 S�� of � s K./ r7 9 : A / R BLowN MO /2TAR L//�/EO o/ rcy sf /O 6 t / 7 to S'ta. 200 -A 39. 97 (✓t�nctiars wl)h Sy`a fe 1-li yti wa y hoc- tc /90 of N"nef'eenfh 'Oe/ai%s see sAeet 20) V111--S 6d -1 .68 CD Foothill Boulevard t Wilson Avenue -- Oesiy•� �'/arsi�':ca7io�, - " fo exist,;, sorb 1 Foothill 8/rd. to Ste-te Highway Rourt /90 2000 -78-M-SO - -` PMS. Ski oci/o%r- s�.r�`a cit, r� e prox/rr,a�re/ 29•' ,4t o 9 � --� State Hi hero Roate /90 A /Nilson Ave. 700-78-p-50 'o y , 9 !/ i� /l�»i7~s �o�` cove�e d by dt/`oi/s a6ovQ. SCALE: 1", = 4' i D o 91011i e.P-R. - DIV, r10 STATE FEDERAL NWJECT No, :MEET TOTAL No. SHEETS 7 CALIF. S-SG-IZ6 2 34 /�• //^ ^^ l DIST. COUNTY ROUTE SEC. :MEET TOTAL 4 �� J� ` ,��• / /, ��� .� , \ �r / �i —r f 1 1 - Garrett Co. Inc. -•� NO. SHEETS = a Vill S Bd 12 3 34 �! 0 �' /� C +' a k O v ..... o ............... .C�...................... ��� �J A 1� v Dlst. Eng. DIst.Y.l.�l.. N O V r Sca/e "=•S?�' Appror � Garrett 4 Co. Inc. - ti _> a —41 a ...... ........... ... . ............................ Irk v v Cl +- O W. n •� d �' bolneer of Design O v } - 4J LA > 'p 0 c >- W �- ..., o Gvi1 En > u` 4) _ �� > ? 41 �p '� 4.1 �.. 4�Ieer lkense No.5630 O c "� — = �- j O -•- L _ L _ 3 CQUNTY ROAD COMMISSIONER as 41 M. o c F-- } E e vf�i 6�yfve� s7 ///�sa _, a Q C4 u > •rn ,� elS; XXV -7S o���iaf-ice +. > > y �O r -W C. E. LICENSE NO. a.V 4- V o v Q a o a a o v a oJ`-�'l�0' /-s" �'co o ` -o °+rpwe �. v t1 `� y QSp t7 V � - Vs .� onstruot TyRekl Curb B�i inning a�'ProJ�c�` /06 - - r 0 fA 1O6 f,I' Edge Paved Shoulder P_M.S. Lined Gutter .01 rz� •`� -�- - - - - - - - - - - - - - - - - - -- - - -- - - - - - - - - - - -- -- -- _.Q - Existing ROW Curb-.,, �, Iv Remoye Portion EAIsting lea Curb IL Survey 106 00 II 00 -tea- �• :. N 0' 01' Z2" E 1Ig+00 0 (L Survey o v 4---{ ©0 X ,e Remove Existing Rabble Car Q p c, Ih7�rove/f!e/!f • �--f -- -___ _. _.._ T-7 _ --- — Track 40 Be Removed � � � � � Edge Paved Shou/der - . . l By othersOlt o _ / r r r p o fa rr � ti, r rr O' r ,. rte I V, e �' E L R%W L V r 3 tR c�► p o v1 � CT BASS Of BEAR/NGS: a � o o 3 ap > + a0 > m cD aq cQ c } Bearings are based on the bearing >• a = C �� _ - o� � 0` L �7 m �? > a of High/and Avenue as determined `� 'M'v►v+ �., O # v by the California Division of Highways ' a m 0 w c a d v a a a a ci a a based oo the California Coordinate Systems ~ W ~ � 7 4� 0."A Gorrett 4 Company . Inc.. Gousti , Colif. ` 0./7�PilLS. - Gorrett d Company , Inc. A// �a - �� J Go Usti. CQllf e at o Linedu er Under Railroad Tu. ; ___ ___.__._ -._._�— ___-= --- _._�----= — - - -_ •---- -___ __ j/Jflfflllf ,�fyd__I�� a.�}ia�__ ---- -------�- -- - - - ----- --- - --- --- - _ -- -19 t_ - _ — I 11 — I , tf f-lam - ---- - 123 5 _ - I LIZ 0� Efev;: _ - - - - --r _t7-1 1235 f't2 23 _ r - I 1230 r fi- __ r- —_ - r---- — • _ T _ - Iz o 1l *— T - - _. _ • I _. — - -- -- __ 1,22.5 - _ — — — — r T- 1220 - - -- _ - �. - _ --- ----�- ----T---- --- -+ _ -- --- _ -T t _____---I---_-_ 1220 _ -- _ - 1-- _ — 215 - --.�-+�-�- -•`- - _ - -- -� �. -- - - _• -_}.. - --- - --� - ., .., •mor- - - - ` !� -_� o�-o- � � ---,--------- ----�—_____ 1 �.-.-- ----;- 1215 - ggpF --�- - -- - - --- - - --- He =-i -ate --��} _� - – - • , - - —__ - - I t --._ - _ _ _ IZIO 121 01 _ - _ -- - - - - - _ _ _ _ — - - - _ — I — r — r , I t i _ XAM COE TM ... __ -- '? �-- -- -_.. e� _. _i,�3 __ - --- -- 7 ion_ //_9 %3.y_ ,zo 1 Yds. Emb. .2 // 6 / ,Z /8� Sheer -- - -- --o O z7_�_._ - .23 6 4 Total 7 06+00 • 107+00 Los+00 109+00 110♦00 111+00 112+00 113+00 I14+oO 115+00 1.16+QO 17+ as 118-1-00 ►19+00tea. PLATE l - PLAN PROFILE O.P.R.a R. TLi1D4RD Dwa N6. 1,73 30CA1 i .. `, '+wl t -�.._. ��/ 1 • -- � i� _� , •, 1 EbGEMi DIETTOEN CO, � t 4•, . '1 -�••---. +1 `_.....,..mss�_,_•. - -`__ _�"'•-. __- �. �t _ _. _....r- - - ---• ,,>.7.-;:.,,.--.•-� �. ..,— --- _ -._._..... -- •'.-�--�- --" _..__ " _. --�►.. -,- -�---•sem-; � _--., -'•-- -• }:- - - _ _._. _ _ .. ... . __ - ..__ .. _ ... _ .. . .� V - �I r a:�.'� _' r i I9 a N- Qtev 3 V1 vii o o Vi O i 1 lil � � ► , I � � � � " 1 �( � {` I ( II I 1 Ii f I Ii II I I I 1 r - - - 4 i ! I { I Ii I I IIII i 90 _ 4 1 , 1i Illi i ! ? � � I I ! II tiii II iI � IJ i it l a w .M I I I I � � I iI i ; II ? j i i ! _ _ ! � + Match Line End Row Eucalyptu OO III j I ! I i I I I I 1 ! ( ! I ! j l ! , ! I ( i I End Row Eucalyptus Tre s ( s Trees I i I I II I . II k iI j, I!I 1LI...•. ►._IIIII! tiII �I ' I. I !! � � ?! ;I I ;` iil, ii, ? I. II �I l ii! I 'I, I . I!i ; L' jII s I !t' ! ?1j► 1 {;7l ? (I I I , I iI{ �- PP"9 6 438E Eucalyptus Tree s 0 0 P.P*432402 E Palm Tree TP4820T � I I Water Valve Begin Row Olive Trees I i ij I ; ill ! II if 6 Steel Water Line Garrett Co. I Pepper Tree T . I ( I I j , + O I ! i ! � ; ; ; 1 1 l • i ,' i !,_.� House with Go clKsO 13 Water /aly • I End Row Olive Tres in Yard. .I•iIIIf!I`i!II Ii'}t j{I II _.-. "o--�•}'r-_xi,.' wNN�NVoNN�ONO0ONooONNO�OCOO–QO'�'`.' p0O�o0�����1��I,,I'iiiI�II?II'IiI!ilIIfII!jlI}Ii'I+lIII:I`I�{Ii!i'p\�\\��ovl\�(W`W - II►lIfII IiItII i IlII?I}!I IIIiI.!''II!l`II 'I!�I;;lII,I�i�,i�,I►'I(}IiIIi IIIIIiItlIIiII;IIIiI!ili�Il};Iil.Ii,+'�,I�L�;LII;4Ill'IljI!I'ilIII?IlI!Ill:jiIii(jII i+)IiI;I;il-!llIIi1'''lI,--�1II'Il�?;+;{I�I;lilr+lj�lI`II�,IIIl'�Ii11i;Ii,.IlII�It'+li,IliI'!Ii,l-.���I;If'IIi"?iiI!I1'I:'!;.!ii lI!?lI;;!ri',;t�`'i+,I,'��ll!IiI;?,l'I'' I I -'IlIIIi?j!I!iIilIii+:,II�i'I{'ill1,ii,j!iII�(jI�II�-�rIIjiiiiiI;�II+?II,f!li?iiI�!l�Ii!I;I�1!I IiiLiji!l+,S:I,i,,,!iII!Il!jI!II?+ I!jillijljitIIi,#,IiII,`ii{il1IiIIIlI,�MkIi tiII.;j;;IijliI'ii�{III iii1iii�rI1 l!I!II!I!IIl!iIIi,IIiIjl!i� lI �iIiiI;+jlIIifiiI'�lI?►I�ll}1,,f'(,I+jjI!!iIiII.;i�I!•,!jIj,,j�"llj!tiI�I"il'iIIiI!kIii11.IIj;l�`liIjI!Ii,?,I.;i,►;�,I'lI'�il,- j HI!'lj�I?iIiI!Ii),I+,.iiiII;I;l,l--fi_�+I'?1iI►►IlI'l!ilI,i{'i;I ;I tIiI+1It'l},IiI!'II!1,'l►Ij',fiii--lrjI.II!�1III.IiI?II!I;'!ijI�iIiIII►il I1I1jiI1iIIi}l!�1iiiIIIll(!+1IIIIIIIII�I�I1i'lIi?II I'Ij,l(�ll;lI!1,iII4'II}IjI1,j t';---fi,I�iil'►I1III'IIII:+!lI;j(ItII1!iIiIi i(II;i?i.IIIIi'Ijl�I1'Ii_-IIY!?'Ii'!I!IAIIIl;);i(�iI;•1I,°'j iI.!l -tIiiI(jl,!1�jIi.IIIlI+!IIIiI!II!I!!�I1!IiIi,-�Iill,Ill``IIIII,!Ii;IIII;IIIitI(I I:IIili1 I;I_���IClIIlII;ItIl?1ik,lIi,?;I;IIj!Iij!1�l�II_li'+11i��-I!ii'�lI;IlIi!iI,IIl I(I!j!i?I;IiI,!II?iIIi. ��_�,lI'IIilIIiI!?I#I,1IIi�IIIi'ii�I,.�-;II?ij'll?.i:Ii!`II lII(iIiIII11t-IiIsI(I!�II;�.�,Ii?j'tiIi(IItI!1iII�;i.i!II!I)IIIII?�I l;ilIII11I{,j�.-r-ttIiIIilli,1lIiI,�MI I1II i,I.i1?l'(i Ij'!:! _I +�ii�I!►I�I!1ji!Il?IIIiIj,i'i!ItI{eIIl+!�I,I�'_fiII�I,if1,ljI�{1I Iii�t,'l+I;IIltiIll I I,-�1�IIII�?tt{;iiiIiiIif11 ll!liI�!l lI,'II III(-�III�lII;IiI►i?I�I,iIiIlIII(i,'I!ll,-- IiIi�i!I'M!IIiI�t1?,{}il{lII!I,IIIII!?II IIIii1:II{Ii Li�'jI�.II►►i�iliII,I IiIIIIIlI1ii.IiIl�IIi!Ii,I;III III(II,iIII II;( �NI1i{1iIi 1IIIII!Ii{lI;(I'I.I1l,-I!l1i;II�iI.(i1,IiI1I;IIOI:I Ii'I Iy-l-I�III�;�I1;jIIlII;I(1I;fIlI1EtII•IiIlI!,_zil!;!I,lIII;)?1I�IIIi 1ilIl,?:;,.II l1tIi I {;II,,,kIii.�1;I l'IIII!I(;IIa!,iIi 1'lI!-;i?!IIj)IIII!IIi,Ii'i.II•�I('I-':`iIIl►jI'lIIII�Ii lk,lI,;iI.,lII-r _I;!II:;;III.iiII:�'!I I;liIiI I,Ii�!lIl+{iiIIi I III{I I{i -II+I�(I�III(lI?(iIII iIII{I�{1iI?iI1I I�-IE'tiiIII�1;IfII ,II11iIijIII�!i�.II•-�j��II}k�III1!�?I►II!`lIili iI �IIi1k►II?IIIIIi!(1 I�l1�I�IIlk iiI.-��lI,'I!I,i�I;I�IIII,III�l.I�I-iIII�rIIl>IiiI!i��I)IIjIIi I�►�+•'(IiII i;( ii oI}!I!I,,'IIIIIj'ill�i!!iIIIi►i",!l i II?t II��i-I�IflIIIIl;1I,IilI I i II di)iIiI,I i►}iI Il I sIirII I'I?�Ij!I i,iI�IiIIiI�iIii�I iI�lI . -•IIIiI;I.!I?Iljii!��I IjiII I}I II iIi`?i,llIi)1I,�.}IIi��t�i,II�','iiiiI�I��)iII?�III;;!�i lII tiIi lI►�.IlI�w.�IIIIiII.Ii!IIi'I�j�'i�!Il�fIj,I I?I(-lIII(i'�II•!li�I,+?III!I iI-t�lIIiIIIi1Ii,;(I(:Ill II1I I I;(;-�-�I�I?III?'l?It}!►i?•1il�III`'IIjI iIiIi�•--•iIII,ii,II{III�,IiI!IliIi'j;I�iIiI IIjjI;iIi(, tl --�7���►�Ij�t��i1!Ii,'IIwi'l;jiil;11tII.c,.`.IiIrlj1iIi;nlI,III?I!Iji II ili1i'.�Ii�Ij�Iljl•"IrI'!:II1I,I►iill�1itIiI� ►BQ�wFn-�.d- n► �i��N,> o�n•._i w•oomo�� wti�... •tI1�II�,l�o��0�_/Y.\ —o�►-���ss/�oanc ooy •' � dp III�II`i��IIII - 0, �•0�1 0(I(II(IIII I�I�7�A lII I(I(I1( r�3`�rt6n,Il�III�IIII�I(III1fII(,I�I``II�i III IIIII��I�lII1II I I I - I II I I II I 1�_II'—dI I_!D_•,_ �''�'��,j, �s� �JQ4A<j �3 �s qaa • - a• e��Aop�O3>��nwN ti�;' •���Q<a ., - 3�3 " S �Ate el C�W a t-E e r L_) A<�i> n .e i Water Co.Gucamon a I D/ tu sr`� e� e _s0\i ± Water Valve TP4321 T Be in Row Eucaf p1if TN+ Begin Row Eucalyptus Trees o o • PP #9654.39F- it IMi5callaneous Flowers Shrubs I C.I. PipeTrees. AD � 6 WoterValves N TP54522TCb o Garage P•Pwith No umber Z 2 C.I. P►pe Valve ; ;lJ ter Hydrant PP965440E fill + ondromeBor Implement 5hed Ili i IO r; NWit C' Trees 0TPBegin Vineyard K it Olive Tree ���U10Aa 1 aN� � v t\o�.D•,� 1 oto �� +O it End Vineyard Dirt DYW PP#96544tEI i ! iii Begin Vineyard L m Olive Tree +O TP*54824 T cz Dlive Tree � Water Volvo no I db ; ° Olive Tree End Vineyard . it Nt'- Dirt DW03a Pepper Tree 2n Water Hydrant 0 Valve P.P96544House 2 Conc. Pipe Flower axes Dog House T.P*54d25T with D.M. End Vineyard + Begin Vineyard o PR 690510E Olive Tree , ive ree 3l v, t> ifif End Row Eucoly tu5 Trees -'A( PP.#96544 E with 2 D.M.End Vineyard End RowEucofYptu s `Treo ' Hill! ii rn P965444E with Wall 1' Begin Vineyard 6� Steel Water Lina it Garrett $ Co. Steel Water Line Begin Row EucolYPto Tres70 Cucamona YaterCo.Begin Row Olive Tres + 1 , I i 1 o _ a e inVne or O it _ + A�w if + Vineyard Row Eucalyptus tOli a Trees VineyaCortd< rdContd�NO Match Line .2 A rn10.I490` 44 o zO�' , do Co -7 Pao 70 l11, '•� .I{ I; I T-1 CA tA p VI p VI O } �. sem,. ��� \�� 2r w �� I �� i ~r, DIY.No. STATE FEDERAL PROJECT No. Na. SNfETS j� 7 CALIF. S- SG 12"(Z) 5 3¢ DIST. COUNTY ROUTE SEt. fNoLT N07AL San Bernardino County ' Flood Control Garrett 4 Company . Inc. + VIII S. Bd 1268 .2 5 34 Gausti, Calif. 0 r s /�/ ^'� // `� 41 5co/a =So' 4� _....�......- Dist. Eng. Dist.XlU... O` Mrte\ o " `� Approved. .. EB AR.Y. Z,....19S.9........ V C 3 cs `� es d ..... . . . fri L bgln4^r of Design C v m ? Crrii Englnaer Ucense-No. 5630 C V h i - �+, u 3 COU ROAD COMMISSIONER W V7 � +- o 0"R-C,P. -See a -� C.E. LICENSE No.Is4s`3 Detail Sh. *17 3030 BX� R.G.B. v -o } See Detail Sh.'"/7 R.C• Flume -See I C z > t Air B/own it/ortar � 0-03 d e Pa u Liner) O/tch r ILA f q Paved Sho /der E — — — — — —4 E — — — — — — — — — 4 E Ewe Exists Pavement E — — — — —, E ' E �. Survey � ! 2 it /improvement � N 0° 01' 22 E 0 ! 5 4-Survey 40 p © /mOrovement Fdye Paved Shou/der — o a h - a V v ' r r� U v o r in 4- W &W qj 4— _ � 1`- a Q (V W �� LU Q W W — W 3 C? W \0 � � o\ o # O 3 c w- a tv 4 W m a -� T ca Garrett G Company,Inc. Gousti,Colif. — r- Q 32 l� _ Ira_ — ,-- - -- ------: __ --- -- ?_ —t , r _ ---- _ - , - --- — - --- - -- -arrJf�-rr }�- 8�►+L i� _ _ ._ -11♦ 1 _ —_rt _ _ - ---- -- __-- - - -- - -- - — - - - -wa J7= --- ---- -- - ---- - — -- - - - - - __ -- , 1280 - - -- -- -- - - — - - - — — _ - .. ._.----�"--- .._-- IM _T_ _ _ JZU -4 1273 — _ — I -----a- t , Aef� — _ --- - — -- - - -- - - _ 1270 , 1270 ry _ _ -- _ -- --,- - r _— — --- - -- - ---- - _.. _- - - — - --- --_ ---- -- -- _ t _ _ _ y, - , _ _ j t- 1260 - -— - - - - - - -- -- - — -- ---- - rt- 15 1260 _ _. - - - — _ — I - —125.5 --r - ---- - - - - -- - ' - - — -r- - — - - _ 17-50 _ i i 'V _ - Vim\ ECT - _ - _ Cu. Exc- / 7 6 9 -i---- 3 3 - - �D,Z - - ---_ -- X09 ,Z2B _ 8? _ - - --- __ --- — _ - -�-6 __ heef .3/06 - . .. _ ---__ 2 �S .dig SO 9 3 Yds. Emb. ,2,2T — ,289 •2 98 /8.2 98 - - 2 — 6 .3 - Tofo/s ,Z o 76 5ta. ('32+00 133+00 134+00 135+00 136+00 137♦00 135+00. 139+00 140+00 11/41+00 11i2+00 W3+00 I4+f00 14+5+00 PLATE 1 PLAN•PROFILL O.P.k.• a.C.STANDARD TZ4EM CO. TOTAL DIV'ND STATE FEDERAL FRDIECT NO. SHEETSHEETS 7 CALIF. 5-5G-1268 2) ro 34 Garrett 4 Co.)In(. Donald E. Peter3on r Doris b. CItST. COUNTY ROUTE SEC. SHEET TOTAL Me. SHEETS Negley Pennell 4 E. Jean Vlll 5.Bd. 12 2 6 34 4- � .� u ^ -- •------------- - -�-- -�--- s�Dist 1UJJ-- c a ° -1 ��J - APpm� - X--- -/�5 -------- V a '0 } %0 L a u J � ... m `1•� ------- ---- ------------ - - ----------- ----- C f n Iftw of Design } cs e 3 3 j — z 4_ Civil Engineer Lima Na SM D — t > ° ami Co c uj L •� COUNTY ROAD COMMISSIONER o f � W W O c1] � v �� MV _. } C.E. LI • NO. e495 z V C C C Valve i Air Vent � Air blown i6lorfirr Lined Ditch 1 r y r file PQ veJ Shou/der v v p� N r r vv � - - - - - - - - - - _ 4.Survey 15 p N 0'01' 22' E 10 O I - - - - 8 ¢-Survey _ � Ir�Proverr�e�af ImProve�eht r _�..� � �� �� ter_. �.. �. �..`• �� ...,..,. �..... �. �.... ��... —� Edye Paved Shou/der 1i l �' T T Y r t R/iM o o L v 21 R1w �.. u _ � �- ,Q 9) NIT 0. v L a. `0 Q` d 3 * y �• K 0 } O� O a W 4 N Q u n; v o a c [1 L1 W j W Garrett 4 Company, Inc. Gausti, Calif: fr' -- — - - � s - -- - — ---- _ 1310 - _ to P2 p - _ _ -- -- - Con � - - - — - -- --- - _ -- -- --- - - 0 0 _ a - _ 1305 1305 j 1300 - - 1300 M - - - - - - -- - -_M --- - - -- lilt A - --� -- -- - 7--t-7- -A -- -- --- — - _— _ _ _ 129 5 ____- -. - _ __— _----- _- -_ ---- -- - - -_- - - __-- -- 1295 Co Ila 1290 - -- _ - -�o _ +--- - __ --- - - __ _ _ _ - -- - - - - - - - 129 0 I. AS IN Ir i --� - -- ---- - - — _ - __— - D�`C PL 1280 -- - - - - 1280 - - -.— _ ,. - - j _ - - ——._ _.—. ft* - — - - , ACJI CDR _ T - t - — . _ 8 - - - Dom- — j%28 08.2 6 9• S -3 Ow �. — . _ _. --- _ _ . _ _. _. _ _- _ _ - - 1 Yds. EiNb. - O o 6 9 7 /9 6 lez roto/s .39 s�,. 145+00 1 6+00 147+00 !48+00 149+oo 130+00 151+00 152+00 3+00 154+00 155+00 156+00 157+00 156+00 K i pom VM24A G t4mew Lop, E 440KWgIG4fT .0 _ • N�Ti : -- - yy _ .—� ._. ya-�{ w.e�..�..r....,�...��.,.....—..wrvF_,...+w.l�._'..o-._..�M•_�... ._.. J ww a. ---- __ DIV 110 STATE FEDERAL FROMM 00. EE MN 7 CALIF. 5-SG-1268 (2) 7 .34 �- h Glifford J. Linde3mith 4 MEET TOTAL Donald E. Peterson Doris B. ,� 01sT. COUNTY ROUTE SEC. M.. SHEETS Almn Dovot'hy Grier Linde3Mith N � VIII J.Bd. 1 12 2 -7 34 n.� _ C.) > ��- h Dist Eng. isLM__ Approved._ lb Scale 5V _ v Q) C d W Engineer cf Design C +„ U c v c > � 4 t- > D. a ; � Livii En9fieet license No.5630 Z Q � � COUNWTIRO�ADC OMM18810NER W o 33, •� CL C v — 0 C.E. L I C E N4 �lfr J 1 33 t Pilch 52'a t S/a./,fR 00 0 (0 � � � Variab/e Ahead p 1 27 o ° t Air Blown �Norfar Lined Oitch - Edge Paved Shou/der RIw n - n 1v ~ LL. r I \ — h �._ / E 1 E � E mow--- N O' 01� 22" E 4- Survey I - - - - - - - e N 0'/,Z"SS l�Y _ _ __ _ _ Survey _F Ir r 000 - 1 E - ( - - - - '�r/ 1 E r r 1 E �� �—�_ i? 1 �1 E of- o r I ` Edge oave�l Shou/der I � I � ( � I I 1 0 - v y r r r r i♦ r r r Q X11 _r U Q I + - L F-- ►- ( a cofit ei ,.. RAW Ci C 4 t3 :E ; } .3 � -_ - Sz p a N C > � ; C C r c � 0 co - Garrett $ Co., Ino. J,, J Garrett � Co., Inc. „;. S t � btu_ _S .1b0�*� t p /� E - -- S - i� - f �B`o ' ��etflox _ - - -- ---- __ --- -- - - - — -- - -- _ jJ -_para rr�` ccf/� -- - — - - - - - - - -- -- - _ -t3Z - --_ - _ — - -- --— _ -- _ — - 1 X45 ---- --- --- - -- _ _ _ .�- ___._ -- - -—�--- -�----- --- --- _ _.._-..4._ -- - ---- __ - to � � _ � _ �, �, .- � -- _-t ---__ i- --- �-- 1345 3 t -- - - ---- --- ___ S f0 .tf SV`n �6 _ 'I t - - - - - -- LE -- -- --- - -- - -- — . ---- — -- — - - --- - - -- -- - -- ow M r ed' itc rIY - — f Ito --- -- , - - . ---:� - - - -- Cons�}r�rc Aim BI � arta D �i � - -- _ - —_ --- - -- -- I 4 L.�4d_. , _- __ __- _-- 1340 , 1335 - .------- -- - f-- - _ -;--_ _._ __ .__� _- T--- —� --- _ -- - -- � _ _ . _� -- ---- - ----_ __ -- — _ -- - - - - _. __- - - - -- -t -- -- 133 _ Qj .. _ — 1 — _ _ — --- -. . _ pr6th __-_. --. :-- ' _ _n� -- -- Q - _-_ - _ -_ ___ -_ __ _ _ - _ _ _ - 133 0 } --_ - ----_ -_ -- - --- - 'O --- �i �- - - - -- -- -.. -- -- --- - - --- - -- _ - _ - -_ - _._. _ - - 1330 r en -p _ 1011 Pro fIf 1 _ r _ � E r - _ 320 1320 - — tlorlt�a _R fit �1h►• _ { - -_ _ - - -- - ,/ �' - -,Q� _ �- - _ - - r3 � - _ 131 s _._ -I - - - - - - } r 1 t ? t— -- - - -- ----- ---- — - — --- 1310 -- — -- •-_ - t- - _._ _ _ — -__- - _. _ _ - -- - - -_ . _ - : - - - _ - -- -- - -- - - - -- - _ f _- - - - . _r - - 1310 - — --- _ - - — --- '� — --- — — _ - t 4 tqv _. 47- CL Exc. .39 83 .�,2 �-3 p - - o _ 0 0 0_ o ;�o homer .3 7.2T 3B - O.Z ._ --89 7.9T 5f9 D %O %�/O O - /.339 !6 �S ..3.z 7 99 -- Yds. Emb. f f /J` 3 TO fv s //, ,� f-7-7-07, sea 158+00 159+00 160+00 161+00 162+00 163+00 164+00 165+00 1tS6+00 167+00 168+00 169+00 170+00 171 t00 r o fon.WN.24A K t,E'ARKW RIGHT 2 643 • , L w , — _ -- - DIV. MO STATE FEDERAL PROJECT in SHEET SHEETS _ 7 CALIF. S-56-1z 68 (2) 8 34 Glifford J. Lindesmith William I. Fifield , Aimee I. Alma Do ro t h Grier L i n d e s 111 i t h h = DIST. COUNT? ROUTE SEC. SHEET TOTAL Y h L s' vi v c i VIII 5.8d. 12 2 8 3.0-SHEETS �. U : L v Cj 'C' %3 o) 4) .o t Eng. Dist Y1!!-- ►-- o ° '16 zo } h ApproZ- f EB AR!___2,_/�.S'9_________ -� / / �+ -1 I a u Scare /0=30" � _C > JV 4In--_ ° _6M Q Gvd Erlaeet Uterie k 5630 } a Ac� O K v"�o �° 3 3 y Q q0 � a=`.fs QO COUNTY ROAD COMYIS91ONER o L k I*;; 3 O cc ocrp • � ° v V L7► ~ d t C.E. LICENSE No.8 496_" U C r\ 13 C % 3 •� v a o to co � W O � � . v h 0a7` af•� arm` _ •� ° `h Air No wn MortQr Lined Pik* t Air B/oww Morfer - Lined pith 3✓75 �8.1s Ed a laved Ovu/der ©o R/IN oo I Raw rT- I E �, CM-E 1 1 E - i 1 E E h 777 Lt /in rove�ehl� N O'/2 r I�p�ove�►eaf — _ Edge Paved Moulder 11 it a t R/w o > _W , 3 C cr} • L 3 C y V Q Q) W p n �'. C: co w):C ta J rZ -f,-o . _ Lj 7JGarrett � Co.,Inc. S k 4 tiff, i s' —.._—. 10 - - -- --- - _- .--- - _- - -_ -_ ---- _ - -- -- -- - - - t � '_-b7-"- � �t 5�_ 7 - -- 'r1 f l Tt�t - - -- - - -- -- °� a_- - — _ --_ -- - — - --- - 137 rt 4 - ._ !r- � a 75; 13 _ - - -- -- _.- --- -- - Nb- - - ---- - - - _ _ -_ --- -- - - _-- >< g _ - -- - -- --- -- - ---- - t ' - - - _ Sf� 74-fi8�� Rte-�Gajr vac Ju HiQ a __ Sf� 7�' - f t -- —' — - - - __- --t—.-- -- --� 40- Top cf Bo ffe> _f f lr_tl r It . A/i� � a ndr d f=y -- --_- ---^- _ _ _ - _ .-- - - - - - f6- Lf__ •� � t - - ------ ---_ - -- - _ ---- • � t� 370 1370 ---- —__ -+- - - gJPed�' _ 1�`-�" _ 1 �r See __ �=- Zx r — , — .ev-135 Slr of /I�a ,Z _� - _ �.�,-•- --- - -- _10__.._ --- - - - - --- --- _ - ---- -_ - - - --- --- -- --- - ---- -- - _ - - ___ - - 130 1365 _ - - , r_ �. — — _ ff f t •� ti --- -- --- - - — - -- ---- - - - -- �� - - -- - _ _ -- _ -_ _ _ - -- -- -- — h 1360 1360 - — - - - - - - -- -- _ - - - - -- - h - - --- --- --- _ _ _ ---- - ---- \ -- -- - - - — - - — _ 55 -- 1355 - - - -- - —_ -- - -- - - -- --- - — - s� tr cAf ldP..' — --- - -- - 13 0 1345 _ h 1350 — 134 r�. 5 - -- -- -- -- ---- -- - - - -- -- 1. _ 1T1d 17� •y - -- �' - - - - - -- . _ --- - _ — - __ ---- - 1340 --- 13 Aw -- - K. ---- - —- —._ _ _ - --- --- - --- - - - CO Tf�NS 8Y --- �- - f -"-- __moi- _— _ • _ __-.- m h ,� �0 -_ __ tea. ___ __ 1__ _-_ �t� _____ i 40'.'*: __ --___ --- _ _-.__ -.__ ___ __ _ _.. - __ - _ ---._ __ --- -- ----_. __ 1335 13 35 - - — --- -- - --- — - - - - -- — — --- --- - _ k �► -0 - ,2.2 70 // 9 _ z.7 77V _ _. �- - - — -- -- — --$5' -- _ _ Cr_ Exc. _ __. _/ __ ._ ___...__ .1•� ,, --- __ z - �.�96 I'd ,2 80/ /98 ,290 6•� .3 .30 67 8.2 7o /s 638s Yds. Emb. Stn. - 171+00 172+00 173+00 17/4+00 175+00 176+00 177+00 178+00 179+00 180+00 151+00 182+0o t +oo tai+oo Dwcs No. 1 '1 NOW WW244 K-i E VA*KWRIGHT 2000 6.53 J N, P, SHEET TOTAL (TATE FEDERAL rND1ECT N0. Div. N0. St. SHEETS 7 CALIF. S.-S.G.-1268(2) 9 ,Y4 Wil fism I. F i f i e l d Aimee I. v DIST. COUNTY ROUTE SEC. SWEET SHEETS v111 S. Ew. 18 2 9 3� o % v TOTA U h �✓fl,, iJ ....� ✓�,, � �� _ DistMnDistYlll-- - "- n Appmy_ _4.MTWXJAJ, y rT / �I/ W --------- --------------an n y u EIriI Enyh�eer licecue llo.5630 3 c 1 �. AD COMMISSIONER m m CL A - r ` LIC E N S' NO.6495 NIL • 0. Air Blown Mortar Lined Ditch pD 11/11L / Edge Af ved Shou/der o R/VY • b E 4 E 4 E 4 E 4 E - �._ —� _...-.� - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - --� �z -T- - - - - �I�prorew�eat t I o > Improvement 15 N o' 01'22" E 1 7 Survey Ede Paved Shou/der 9 II .. II II o ff R/I'V �' R/`y c f y` > f)jrf I.P r 3 Garrett >; Co., hmc. — 1_ , 1.071'0-0--1_ -- - __ - - -- --- -- - — -- --- --- - _ - - -- - - -- — _ — — _. Or- - --- ; i 8 � t, 19�_ -- - _ 15t _ - +F 3-- Etav� -t38 .Q3_- — - - — - __— ___ --- -- - - -- --- -- -- ---- --- - -- -- - - - +- -- ---- - -- - -- - - --- - ---- SOL— CO/1 11rue � — —-` - — —- — - — — — —fit - --- — _ - --- ---- _ _ — _ - _ ___ -- fit- a � _ _ - - - -- --- __ - ----- --- - - --- -- ---- --- -- --__ -- — _- Nr - 1395 - -- _ - ---_ _ r `�- - - ` -- - -__ - --- - - - -- -- -- -- 1415 _ 00.0 T _ f- - 1 - ----- -- w - -- ----- - - --- -- - _-- - - - - - --- ---- ---- -- _. ao _- - --- -- _ -- - - __ - - -- - - _ --- - -- --- ---- - _ __ . --- — - - - — - ---- _ — — t - 13 90 _ r__ .. _-_ .-_ --_ �/ ---- - -_ q - - - -- -- �� ---- - - - �o - - -- 1410 _ oop -- -- — _ 0 _ :_ - -- _ - -- --- `moi _ fto 1 Q� -- — -- —1385 _ - - - - - -- - -- -- - -- - - --- - ` _ _ _ _ _ 0 - --- - -; -- - - �•3.. . T _ 1380 - -- - JbI - _ _ _ - - _ — e Suirve 1395 - -- - -- - - -=190 - -- - - -— _ - _ - _ 1370 Y , —_ _— Co RECTI B r — — _ _ E — CL Exc. /00 ,22,2 ,2�0 ' _ /9•�__ /87— /9..� .20,2 /S7 - - -- .- _ _ _ _. .. _ -.. . _ __....__ - _ _ �3 - Stet /9�,2 Yds. Emb. 89 8..3 7.2 .2 6 - 7� - O .jS �/ ,2.1 •4.3 /!! Toto/3 83/ StL 18,4+00 185400 166+00 167+00 188+00 169+00 190+00 191+00 192+00 193+00 194+00 195♦00 196+00 197+00 F""-24A r K_IIN 4-t:"ARKWR*W 20 ,! DIV'M0. STATE FEDERAL PROJECT NO. SH ET i TOTAL EM 7 CALIF. S.-S.G.-12681-51 10 .34 p William I• Fifield 4 Aimee I, h oma. ,-� ~ v1 SMEET TOTAL Rembert C. Anderson v DIST. COUNTY ROUTE SEC. R.. sums 00\ z n John J. Murphy Mildred E. VIII S. Bd. 126 C4- � � e u a V $ CL = N j&j n �jl,, J_... `.�. :/ a2:1 Sca/e ♦ =3v 3 Dist } ¢ w � 40o. s :3 Approed--a z n-0 J J/UJ ? / JJ - 1`' W v C o~. CV �� W t o o 0 W .�----- GYif fS 1lceiq�--- --` W Ck N va t1 N ; a * o a a O' pit CL n �_' N �t JUNT L• o V v� a a -VY ROAD COMMfssiONER v /�3,Z v+ o o) a v N co Q ]ca i4 a • Zi }� p C.E. LICENSE NO. 84fa . �- W LStd. 203 +00 to S ta. 213 t 18.73 a /0� Co�stracfioh �Veaf end .,�► 30 North oAr Route /90 Not a Part of This Contract -- `,. t Air 8/owm Morfar `' r Lined Ditch d \ 80 -4 , A: EQ�e Pweld Show/ler '�V 11 0� p4 4 Q N RM— �' - --" - ' "" " "- - - '""�--- ---- -- NO'/Z'Sf~I'Y State Highway Route 190 ( FA-5. Route 5887 Im roven�ent — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — I�provcmeat P(. Survey 7 . r R�rOO - - -- — — — — — N o Ot 22 E 20 ;. 2 O `,� ,� .Survey E�9e Bared Shou/ler—�'T r •R/W f,�istin9 Q >. r Y Y r r R► A.T.4 S.F Railway RF R r 4 v C L W \. go O _ c. N � >n �1 cx so v J J JV i Ro / ../J,, Stsr. ZOO -#.39.97 -- ��- ✓unction F.A.S. Rcufe /Z68 With Sts to Hwy. Rte. *9 tF.A.S� Rte.s882 Garrett Co.,Inc. - • Garrett 4 Co., Inc. _ - Sf _ �G t- ' In AV V 7_ F-E77 _ } _ _-- -As , - - _ Wn -- i � s .a 3 a f < < ec - � a 1� r i— r r pr t - - _ 1430 _— - -. _ —_ - - --- - --_ � ----_ ___.amu : .--- -. -- _ ___ ____ __ -_--- --- —._ -----;---_ ._ _ ___ ___ ___ __ _ __ - - - — - - - -- __ Type -- - - -- -- -h :-- • t -- -- - ---- -- ——- -- �' t 1429 — r — r 1420 - _ 77— - --- - -.._ __ - ---- --- -- --- -- --_ -_-- -- - ` —••••T_ _ _ ._-_._ _ T : - 1 — - - --- --- fttw _ — t.- __ --_. __...__. - -7----- 1 _ _ _ Stam 13+ - - ----- 44. — t Y - 1410 --- _. - -- -- - - - - i i : r B 1 .2 6 �B J. ON ZL CRL Exc. Yds. Emb. — — __ Tofo/s 6g9 i St& 197+00 198+00 199+00 200+00 201+00 202+00 203+00 204+00 205+00 206+00 207+00 208+00 209+00 210+00 Dwa. No, 1] 3-- too—V,84 ,84 FORM in"" .. y K-4 E`ARKWRIGMT 2000 65S �•. ! i - - � � ! I ► l � ► l l 1 I I l I I ; I � ► I i � ( . I i ; I , I i it � �� � , kill ! I II t I c ., � i I j i l I i i ! , I j I jiii i C I i i ` I I ' I � � � i ' I I I � � � �• I I j 11 � 11 I I III I . � 11 I � ! � j ; ii I l ► r i ! i ! I I � II I i N illi sow Ma/eh Line OO ( I { j I ; l i ; iii j I ; I I +•,,i i ,� i A� { i i i ! Vineyord (Cont d) Double Row Eucalyptus Trees (Cont'd) I I illi i I II , I I O 0 I OQ , lig Ii ViII ( l i i � coo rn s a � � boy � I Aw O ►, lj � 1 j II i I ) II � `� l •, i I ji ; � l i iii , , �f I *-4/99506.P P E j I i i j I �✓ , I o i ± 1 ) ! � II Ili �J Ilj � i ► C l I � � -� � ��� j I I > -� 17 t i1Ii iII�f'',•`. WNNNNONo�NCQiNNN_�NO�O'��o�.7O�NON.�������O�1�11wiOj±_iiyi'1 WiV`�i vjII!ji i L�Oi�I�i��`j'!!!i�,i1�jpij.(jI j,lji i�I I'!{i.j j;,I�;'-lIJI1rI j I'I j;jIilI i(��+Il.1I Il,Il+!ij;'.ii'jI.1i Ii liII!ii!.i J,�';!1IiI,l(i_;il('lIi!;iIil'll;�j1I'Il!i,:l.,±{1 1,+Iii�-i,_ili j t;I lII l;iiji ii',i''!+l�.'I!!i''i jiI i t i'�I Ijji!,.ij'�_±�I!i�i il,t!i!ii!,i;I j.lii!j.�I'!Iii'+I��I iI."j!I!ii.!-►'+lj�Il,�ll'iiIli;,,`i±Ij!{jljj'.ii'!1;ji j j,l)j1I�ijji l l jji'�lj!�'_;1,�!i 1 l�1c!jI.j'iil 1(•i:I�i,�!iII!';�iiiIijjl1I'�iijJ±i!i,!II((+j'!,�1iJj I;i�!;tl!II,;'tj!I,�jJ�iI1;!llFi;'iiI.i!;.iIt ljji ji'±jE iS j1il`�'1 t i�li+tl IiI'�iI;ii'j,s��,i l jIii 1(.�i iII'i i i!'h-II'iti;iwIiu;,iIIY;+j'iiiI,vIIiII tiIs+1iii,!i.IiiIIi�,�4.Iill.I±l!±tlijtJ!i�i-e1 J iIIiiiiii;I_iiIIlIlII'/.Ji ell li;ir.Iijj�i�Ji�!1{�iil�1j!!'l(j II-�l;,�li ri It!j�i�I I JiI_!fiIi I ILi}ii I i�tS�lIl!I�j','iJ'j�f,J��IiIi_i;If,iI14IiII lil!i�iI�I_1!!iA;'��1!lIll(,i-'_II.tll;!!;I.II jiIj�/+jIl/.,�(I;-1'I.i;ij�i/1i,�..�ji_l!i''Il;i'�I�'je';eI!lI I lS�i��I-i,.�'i,'i i"I.''{j�J!I'I(II jiI� Ii.Irjl!illIi�.11 ii;j'if`i iiji�\i;i!i Ii l l;iI Ii l:i,'i I/_'iI l iJ.'tiI j.l!I!�I(ljil iIjI�IjI.�j iIi_i!,l±ij';ial►Ij�It;iII�(±/'I1IIIIjII ii�{tQi;:'i ji��l±hI;�I;,IIiiiI?I I`!,IJIj!'j(►j-jl.i!l,c9'��Ij.Iii q'jIf�Ii'ji.il:I l!i i!1�,ii1lj�J.'iit�-i+�Il!+�,+i ii!lI j l i IiI(�i;IIIIIi�;�3_!±l ijjid,II'IiIi l!IajI�i!lii!IIjIjIi I!(fIi�i;'0ljiiII!!I,+(lI1I lli�lIYiI(iiI'iIljC'I;I`!jIIiI�'�I'ijiil!iI IlI,I;j1I!i iYI;lIli!j'I lII I iIj II�j!''i ji,t ll�l ijI i!!,�i,Ii,i.ilI;'i J)(I._,ii!j►r i1;II 4!_�!�I IiI;i II I�j�Ii iI!iii1i JijjJIIi II!i{r,..Iiiii!llI',j�I IiIIil,;�(6i iiIjI l_�i�lIi,Iii iIiItjMlI�liI!i)'I''j�,1.'Ii 4i�l±iji'IiII i�if ij!I j,i ri Iii!I l iIl l 1jI l{'.i IIiI��j!I�IjlI�jl,(r(-jif►Il�±i;I_ilIl��l�jfiJ1J1lil'l;I!I'i)ilIi`�jiiIll!i lIiiII!I)1i!1i Il(;li�I1IlI1j►;i'iIi i{tI•i..�i!y�I II I1I l1I�llII t i'lI;ii I,'+!;j I�Il ijII i I ilIjlj'l!,II Il(i,iIiII��IiI;,I!+.6li I i;Ij.lI;!ii�j!llIlli�'i.iiIi,i�(j ji;�j jiIi;I±'I!!,�IlliI'iIlj�,�t'ig iIICI iII i lI l•;ll?lI±I� III'I II i'(i I i l�Ji'I!ii(Ij 1!I,.!!.IjI IIiIIjI j�iif!l'jiIi1Ii I'l!!l(?!II I l±;i I�iI-I Ii Itli IliI;ij!i l;�1 i�y�jI�lIiJil jil!�i!i i�►{ij;IIl�!lj+;I�lI'i i jI lI,ll;i,,iI,iij i,I�I i'i'�ii,!)I i i!!;j i i�I i,l jiI i,�_j;j i'!IiIi(i;I II!II!!i I i�hiili±I i',a'±iij!I�lIi�iIjjIiiI;liI iil�ijii'i�ll II i.!j;;!, �+jI'I l�,�►(I�l�;'j-�Ij,I�il I iill Il!IIj!ljilij Iiil1ij!li II 1, 1,l►i'I Iilt ''i IIjjI I i�j!I i Ii Ij I °-Cn*--s�•�r I.F.A�����l����l`.��•�-1���S'�1/��,�.Nu 1�1_i��l,�`R`: t. Y n h S� 0e' w -Q `- a�_����`��y\\0�ep•0d--,V�9\��q�4��4s0-1d Q.Q►�A�©�J�n�gy'.io 4'`�•�� - -t a- i_p\��,`♦t�I1iI,/1/I ijI Il 1 oCNe�.v'n�=3�/Yo�a�-.,I•-Z � ,n� D II 4I © n•C��o�qro����eYA , — O ©'_oo oQNw♦0 R �'o•/c� �Qd ` ��k ZZ NC. 00 z9z P� s0 .,.te / e 6.5 �3 o�8p. C� 5 rep ae9el eoEi I End Vine ybrd it ' 2-24"Cone.Mpes with-�sCone. < Headwalls Endwclls:R W to be removed End l Double Row Eucalyptus Tr e- F e, 84 S 89 42 52 W2 2 E Pate Nwy. Rte. 190 � Highland Ave. $ta. 213+51.73 J8/ it + 1.- 1 & TP. xH 17 LemonTrees PP6-53860E PP*787823E with D begin Lemon Trees eaBe in Lemon Tre di 1?3OiI F;II Ape 41a 2.7' Wooden Dox CulvertI %e 'hi Rubble Gutter Wail. � End Lemon Trees.jI ' ' Begin RipRop Wall with I/s.l.PtnomaCcQ��3snn ,W i it. , P.0653,061E Begin Row Eucalyptus Trees. ry 33teel Oil kine h rT1! it Woven Wire Fence N � Conc. Bock Goroge4CPP499507E 24'Conc.Pipe with Conc Heodw�tndwaftO r Steel Water Line/ Steel Oil TanK w3Fill Pi I Steel Waer Ll�t i � l D/Wth I I To Be iemoved 8y Others Water Meter House � Orange Tree: Hedge Li2 Steel Wate Foothiillrri9atioBegin Lemon n c,O k54 X 073AP 199508 E , i , j v 1-Z iA l � Wooden Shed 4 8Conc. Irrigation line NN I Steel Water Lne P.R'086350 E End Lemon Trees End Lemon Tr D/W with PlanKs Over Rbbble Drain .8'Copstands .4Weir 10"Capstands WFire Hydrant 4 Valvep © Water MeterYC� 1ZDouble ow ucolyp u3 Water Valve D1W _�o Begn Lemon Trees PP*698338E with 0.M. J TreesBegin Lemon 3" Steel Wafer Line Fooi h i I I Irr ig. Co. PP9.47225E PP0 9/7226Ewith C .M.M NI C> 3' Steel Nater LineN Foothillirri9. Go. 8 Steel Water Line Foothill Irrig• Co. ne A P P *9277,Z2�E LermonTree3LernonTres (Cond �ont� -4 It Row Eucalyptus Trees (Cont'd) w IklclILioeCA — I± 1J P aI I JI ► I ► ► i Iliii ,i;Lh V Ilk- 490 L ,r , p_yp illi Iiii m �o N 1i il 111 1il 1111111 kill I i i I I1111iii , iI , ij JI. IJl 6 •'C c� �� I =1V :m 6a Ma u N 40 I 1! jj r w ` Col � VI V V1 VI VI � 0 Vtl O Vt p 0 O I11 I ► II ► , + l + � I < CA Ii I l IIII ! j � ! i I ! I I � ' , II iii � 7 • I I I I I < I I I . . II I ! i I ► I I � l II I I ! ( I I I I � ' i I ' � - i 4 ,'�jI t kiI i II �"OWNN8QNN♦��OO+�NN�N�`y0�N�I�o�N�N,�NN�oO IV I„�I�DQ�\�'I!I���I;1!°Ij�eId!!t�v��I�lVI���Ii'I I lb Ifuii!wI�t,I oI'II i i 1w�,(°!ti,('if!I I�0I`!I:I�aIII�W w`�vI Iui^oIII I iIiII;'I I I(I.I.iI;'!'I iiIii�It►'4'II:i ir►IiI.!!'.IiIIIIII;'liI IIIIi1IIiII!iI.i.Ii I;III I_l;II i_'I{�,II l!I,I i;Ii•I!I�lIl1IliI!I-i�1tIIlV!;1►l;IIi!I iI(1llI(iiiIiI Ii!�IIi1!III�IliI;iIiII!j I i 1 III��iII t!i,�ij�.;I!I''I IiIIjjIlI�I�'1!'lI.Il!+'!'1 II I'!i!i:l.�g I!l!iI�II i i1'-;IIilI iI jIIl!I,!�I!,IIiII.I!;I'III'(I�II''_t•jI lIIiIIiI I!'.Il'_IliII!'}.lI_.IiI!i'II�III`Il!IjIl,!�I_{;II�Ittii!�II{l!II�,_iji'I';I I I.l j'II,_!+!!;;I 1i,I II�i�II_��!!�I;-!)Iii!�!I:Ij+ �i I j II!_II_I,i1jiI(►+i!''IIII'i I!I iI.I�I!j"!;Ij I i.III;'1it I!IiII II{Il'ii IliIfI,Iii,II!{jI1 I'iI'IIIlIlIIiI;!I lI;i;:I!I-IjI,tI(!il!!t S!I�i i,!I;Il Ii;IIl!jIII!I(IIIII!i;I ii'l IIII1 vI4_II�.oI�Ii,iI�I-'ilIlIbIII IlI6I!iIiIj.t','I I 1",IIl'I I IIi lI I!_iiiI.,_I!!i(9I Ill I�II�'.i'+I j'I!lriI.I�.�l�IIl.I-I(iI�!�!l j i�Ia.Ii+!�F!II�;!!j I,-`i j'I_IrI',,�!II I�ll(II�.�l!�II.!!'l{,_I�'I;I(I!fIiItIiI.i_ij IIl!I;I 1 II I�IIcl ji;,!!i IiII}!;1!ft I.,IIli I III1i,I,i!I!t►I Ili.lI tt!!lI'.;i!i!I;t�,Ii!tII;I liI!_1►�;jI_'i'�I�l�I�InG II IS�Il' �I nI��I!tiIiI iI�.i►iIIIii�',OIi IhvIIII�i'(I�Iil!f(INIlIi I-I/!sI�tl�e t"I!'i!iI It!!'.'aIII!IllVe-i!l►I-!,i�III{;I'I l1I I!I-�l•)�F�Ij li I I.;i/-II!*iI,I!�I It e/,'��_!I If'IIIi�.�III�II'.liiI I l�_ISi I�1;ji i!_x1III!I'I.!jI,tIiti`•tI�II,►fitIi�1`'jhIOI}��l�AwI IYIf rI I�i!`I1'-I/d�II/>I�III`1 I_�sjlij',S i Ij'j1J1I�ifI►jI'.IIi'i/l IiI±II'ILl IIi�II!I l 1!j'I'1��1i{I Il IlI'I1 I,(I►I!;l dII.II!il,I!IIIi Ii'i,I�.i�1!j III i'tiIlI IIi1I-II(li,i/I!1!-II.I8i II 1,I-Ii II JI1II�II I'i;�Ii,!II'��i-I�;!i{!IlI,i.I jIIi�I i�I_�I I I+I9I{II;�ItI I i!iIII!f i�II+i'►i;►1f!Ii lI!I�{Z v!',jIiI!i;!II+IIIIV i!IIIIII�i IlI!I-t II��'1►iI _I►i1_IiI I i i �II�I 1lI1 IIII,�►lIr�bIIj(,I i.`ijI iI��I.�'III~�1!I�j(�I!�i."�I;I'IlII!{I II��l-,IiIlIjiI1 iII�.,I I�I:I.,IIIII� I�IiI-IiIIK,I 11i•► l i Ii,I�l III'Ii!I1I!I III;�II!Ii!I iII i!II I,,iiIIiI;GI IRij!iI Ii!`I►I►)!'('_'_aII;IiI�'.I;!I�,1�liIIIIeI IIIII+II-II'I IIi�_!(iI I�I 1;IiI iI,Ii I iI!IIIIIIIII(,Il.III!II'Il Zl IIjI�I!III I.j!i{IIIiIi I!IfIi i I'i��iI;1�Ii(Ii II.Il I1IL1 i;I'lI i`iI I 1►!iiI Ilr 1,!�I I;IVI I i,I�I�I�1IilI-(�I,l1 I;i�I I IIf'I!i1I iIl�!Ij I IIi I iI I"_:I;!`IIII I•I��II II I`i Ii M.II,1 I-I;��'ti r'�I' I!jjIi�oIt jI ''1�1lI,li�!I iJI!t-II`!III''IIII LI'!'�!'I''�ii'ijii+.!I I IiIi il•j'j�I'I�IIi I Ir'{I'I�i1I IiiI I'I!I!j I'iI lII I IiIt(IIII�1IiII I'►12!i�IIi I-•II!I iII!+;!iI i!I i!i i!I1'!!'lI I+i I'!I I�i I;_t`1IiI�i II!I!I,!j!I VI i1 �I�I`II,�I b�I.*.I•IjfiI'I)!!;i!!I 1iI,I i I sIjI1I I IiI!{f I I.!I;I i�►I I'••!'+-!',III IIII I;!i!IIII II!'!IIiI Z'IIjI\III,Il"II)I;II!Ii I_�i'►III''IiI+I{'I I Ij l1�I;�I iI!II�Ii'!I,t li i lI I�I!i;�1'I IIII'Il II!,I Il i II��,l,�III'I�i IiI`�I 1i�+IIiii�IIIII�I I-I!I!i+,!I l!I(.i lIIi I�!III I jIIi I!I IIi tI i III i�;I+Ii liI'i Il!I IIIIIIi I{i fI!jI!iI!I!I►�iIII I li!+'p1!g;lII I,j�I I,'II/'i III i1;Il I Il)1tit I I i!I!I(11 jI,`I II I�i,I i=II''I IIl¢►L{,.i I I Ii!i III�I.IIll�t(I I�'i.'�ji!!iI,��I!IIlI I�•bi;!I',i.,IaIII(�L I A,IiI!;�IiIIi!`;iiII I!!lI;gi I lI,i�I 1I!I II- (I�I' I I�Ii�'�i#;►1IiI.I'II'Il!ei! il! '1_II IJJtii i III ia -i_t�Ia�oQ��i 3ti��iI IoI 'tL h•�s' ►o 1.oo;�3^�� + _ M � - � ,n �c -� 9 -to 0 N I �I ie�on11ocI�I �I t a �,ON1VZ.t � � WI�"1 j(II1�I {(I I , I 1 I Ic(I I °4 —_-'���n'-•-' - � �N 7 -goBta'�gOK �'l in�t Lemon Trees onPd) D ° ` i � 'U ► R o w s` • ,E u `a ). Y� � p �t o - s aTrees ' ! (,C o'� n •t po" 1d 1 - . Lemon Trees(Con td) 8 CapstandValve 6 Steel Irrigation Line ibQ n� , _Dh N s FooChill rri . Co.8 SteWater Line t PP*94722.3 3E 3Steel Water Line II I IIi Foothill Irri9• Co, i s.I i 10" Steel We line (Main) Foothill Co. End Rd WaIIwith P#Woven W,re.Valve End Lemon Trees End LemonTrees to"Copstonds End Eucalyptus TreeEV PIL Rubble Water Volve ss Avocado Trees 1 F3, l t JreesEuccPP ry N 5to 2 26 +82 (App ox) mon Ave. 0tW rSta ?Z6 ,16909 2 Steel Pipe 4» teel Pipe R/W it Palm Tree P.P""653862E ii , Be in PowEucalYptos Trees Begin Lemon Tree Water Meter OU//ORubble Wall es XPofm Tre_ IIli Frame Gorage with Conc. Apron Buildln9To Remain In Place fb O N q e in Lenon Trees+ LFruit Trees P.P.#647898E lftb OR ire Hydrant o Stone Goro a with Concstob.o ' ti III , 6�0 l ! t /' Fruit Trees � End Lemon TreesIdEnd Lemon Trees Eucalyptus TreesQooEucalYPtus Trees Obi 8a Copstands � Zemr Valves 4 8Copston Hedge Sta. 300z House with Rubble Wal e9 ` ite Le to Cane /raositioKI on Trees Ir Vence Wafer Meter +'I O Propane Tan Ks Valve0IIPP653863E edFrame House Shl ^ Trees ; IFrame House with Hedge Lown SprinKler3 5wimmin Pool TreesButane TanK O Eucalyptus stands Begin Lemon TreeslWater Valve 14 Frame Garage Op PISa3ZeI704 Conc, Irrlg,Line C% ZFruit Trees Foothill Irrl9. Co. c,► eboV, 10' Conc. IrriQ'Linel �o � onc. rr9line PP*64789E with D. 10" Coma Irriq. LineM Foothill Irri Co. End Lemon Trees End Row Eucalyptus Trees u/ e 33 3 9* Metal PiPePP E539Y End Lemon Trees 10CapstandsPPt64 7908 E(Discos cted) Tin ShocKP�C Stone Reservoir ° ° it 0 Double Row Eucalyptus Trees i N8 [cne Begin Vineyard EC Sta. P34 t 0%67 FI -n `' r� 1 Ca LL w L Vinyard (Cont'd.)ti 4_latch Cine w Dp_No��O7i Ilk fr rn � cm, '0 <_ st- XFT l � V O 140 '40' I '). End > " w I 1 1 I r I I f WATT FEDERAL nloAcT ro. i DIV. No - 7 CALIF. 5-5s-lzKe 6e) /3 Frank Borgia , Pauline E. John H. Honig Louis H. Strouser San Bernardino County Flood County DIST, COUNTY ROUTE SEC "T" 166. SKI Vnl S.8d. 1266 Z 13 34 _ C.\: r a r _a v y ------------------- - --r- --ist Eng. _/ � � i 7.9 .1 J U, y �'I, ./ �!/,, Appro7n5n;-;ei FEB. ARY----�--L959------ r So' o �i-,,,--- - - --- -------- -- } i } e - 3 \ Ei�ri!fr.;�weer, licence 5630 u 1rn V IiL,C•G�,�-�v � C COUNTY ROAD COMMISSIONER Uj V %Z7 C.E. LICENSE NO. 8495,. �o •`�� • i � oM.3. butter � � I R/ fele Paved Shou/der 0 R/W '�• r � --- - - -- - - - - Type Az A/oditiedCurb—���. .— — — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -n H — v r r f C► Survey 'h 2 6 N 0# 04' 22• E v r v 2 0 N 250 7 E 2 g 2 9 � l. Survey - . Improvement A ` r ® _� � -ye-'_ /./0 rlare -�00' f Im��oven�eat .0 _ Edge Paved.Si�u/der °�° Tie OZ Curb D./7P.//.S. i L1,75 F/ar as ,Q T Coasfruclio� Surfoci�9 of North Bouad Laae�T /•/S F/ore Of Za _ To Be Poore By Others �S Sta. ,2�8 t6P.68 o :7 Edge Pared shoo/der R�y/ I/w l z • h R -5000' T /7/.89 °° •�'� �" ,,,' L 1u- o L =33.6/ .a L Vis:. _ t c - � � '0oho. v v � m c 3 X � v = o y ... a � ,. L 43 V � , zz� HB.la.�m /�..�a�-�o� ���of. �o �o g 1'I,, �,, Z. Chaffey Union Junior Collets 1~ District of S. Bd. County } _ frank Borgia Pauline E. (Chaffey Collett Site) - - — -- - j - - - - - - --- - / V 1021 - — -- - - - - - - t. --- Z - I bks --_ `—`o � �� Y � - --- ��—- — --- - �� - - - - 1690 __ _- -i — v i -- — -1 a �� t : v -- - - - - -- — - --- _. -. — .0 `O r 1640 - - -- --- -- -_ --- ---- - - - - -__ — - - --- _ - - — - - _ - _ 1685 — — r - _ — — i 16 5 1680 - 163a ---- - -__ - - _ -- - - - - — 1675 -- - 1625 - — — — _— _ _ - - -- --- - - — -- - ---- - - --_- _ .Ij 1 _- - -- - —1 — - -- -- - E 1670 - 1620 - - - - - -- -- -_ - -- --- --- -- - ---- -- --- _. -- _ - --- -- --- --- - -- - - _ _ - - -- -- - -- -- _ 1665 - h � , a 100 Shim 7XP .�: - _ - - - - - - - - - - . - -- - -- -- ---- --- ---- ---- - -- ----- - --- - -- - --- - Ato r— lyvff - --'j jur - -- �.,. - — - --- - - — - - - -- -- -_- _. _ - .� ' - a -- — ��? - - - -- - -- - - -- --- __ _ -- -- - - - - — - - y)T t_._ Y ReA0_. .J/l ___ _ ._. - - -- --- - -- - --- ---- --- --- --- 150 A 1610 , -- ----- - -- �..: -- _ __ —._ _ -. - - -- - tt' 7— ORRR / - - ----- - --- - _ 1650 -- EMIL— ` Cr. Exc. D / 3 ....... Ya:. Emb. ls.4' 93 /0 7 /,2D f� B 7 %39 9 Toto/s 9S9 St,. 236+00 237+00 238+00 239+00 240+00 2,41+00 242+00 2 +00 2,44+00 2!5+00 246*00 47+00 2!8+00 24 +00 Dwrw II'At t~""T Two K1' ` •' '' 1' STATE FEDEIIAI MIOIECT 110. E 10` F DIV.MO 1k. SY i 7 CALIF. J-56-/268 (2) /� 3 San Bernardino County Flood Control. Ranch DevelopMerlt Corp. l TOTAL SHEET DIST. COUNTY ROUTE SEC. q.. TOTAL 6eorge J. W413t0n Irene - S VQ„ Oort J.H. WeyAen Von Oort vii/ S. go, i26e 2 /./ 34 ----------------- ist En . ' t_YJJJ-- Approved FEB- ARY_ 2 _1959______ bftv of �U f 7 �� �J�Wm Ucc, a No.5630 r COU TY ROAD COMMISSIONER ,. C.E. LICENSE NQ 6495 R • Construct O1tch { Type A2 Alodified Curb { tSurveY IN 2 9 `� 2 O 1 - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - --- - - - - - - - -- - -- -- -- -- -,T -- � � IMProven�e�l � � Sto. ZSO�7,2.68 255 N o Zz 07 E 2 60 � Z 2 4. Survey ...,_ .�_.. /0 — '�' /0 flare-100' oye /,R .2.► T _ _ _� ! •�Ty�B_r; ._.._ o T pe 62 Curb 7- 3 , y �_ / R. Tyoe 82Curby /•/S• flare -45- 0./7 P.,N.S Surfacing f �--Sta. 2�Z S 0/7' PA/.S. Surfacing - ,ZO Instal/ W6/R tReQI 0./7 PM.S. Surficin q� Sta- Z49 Z 68 Cohstrucfioa �` Surleelh9 of North Boued Lowe /:/,' flare - 4S I to be DonebyOthers /'/5 flare -43S Sta. S8*93 o r /`; • 68' Radius Poirot Sta. 2S8 t 98.4E 30� , j v — _ C a C C -0 h C b L > 0 oC 44 ''" In %.. -4-t3 L V 1`t` C CS 'o j allu _ /-► (///1 /ter) `C� /""'� �' �"' 1 j • v n = Oa N a ci v N +� L L V _ _ � � oo 010 � u 3 ov � W � } L ~ V U •'Q v Chaffe Union Junior Colle e v - 3 r 4 _ District of S. 5d• County (Cha f fey College Site) — NY _ -- 4, . _ _ - __ _ ---1_ -r __. -- __ _ - - - - 1730 _ _ _ __ -- -- __.- --- --- --_ - ;E � _ 7 - - _ - _ - _ _- -- -- -- -- -- -- — _ _ — - �_ - - --- - -- '1 - - - --- ; -- __ _ - t- - - -_ - - -- - - --- --- -- - - -- ---- - -- -- -- - - - - - - -_ -- - -- - 119 _ - _ -_ . _ ----- - -S>`a �0 *4�__- v/ ��lG'urb 0 e iK _ - -- --- ----- -- - -- --- -__ -_ - ---- - - -- - 9 1725 -t----- -- -- - . { - - -- ---- -- -- - - - ____ ---_- a- - - - -- - --- - -- -- - _ - - - --- --- - - _ -- -- ---- --- - ___ 144-t- - - _ _-- 1 - - - — -- __ - -- — -- - - - IM N ` f�/AB — D a _ _ 1710 r- r � - � _ _ - �.-__ __._____- --- --� _._ �. - - _-- _- __ - -_ _ _ --- . _ _ - •____ - -- - - _ �.o __ _ - _ - R � __- __ _ _ _ ��•i�1�1" 90� _ : � --- -:,._.__ .. --- --- _ _ . _ -_ _ � -- _ --_ _ _- ___ -- - _ -- --- - - __. _ - - - - -� - - - 1780 _ Or .10 1 — — _ _ — t 1715 ,- ---- - - - -fi _ -- --- _ - - - - - _ --- - - 177 -- � P r - ---- _ 1 l — . --- - - -- -_ _ -- - - - -- - — _ — _ _ _ 1710 ._-: ___- -_____ - _ _ -_ _ -_ - - -_ --- - - ---- - qt o _ -- - 1770 _ i.-- Q1r-- --;---- - - - 0.40 _ 1705 _ _-_ __ _ _.__ t __ - _ - - - ---- _` ---- -- - _ _ — — — f�t. - - - -- -- — - -- - -- -- , ----- --- -- --- Pro c 6 _ I 75 i - - _. .-_____1- _..__ ._.-_.__.- _---- I _. _-_... _- ._.,. _ . F 47 1 — - --- f �- - f--_ - ---- _ - r- - - — 1700 ---- -- -- - --- - - - - - - alt - - - - -- -- -- - - - _ - I6 -- - Jor 1695 - - r- 3 } I7 55 _ -_ __-- -_-- _-- _._ - - - -- --- --- -- ----- --- - -- 4 - _ --� t - __ - _ T _ — r -- _ - - _.- Its - — -- - _— -- -- — _-- --- --- - - -- - 750 r - --- CL Exc. -- - r Yds. Emb. 27 - - ,2/ .Z7 • ,26 -- - � -__ . ___�__ _ __ _ _._ ___ __ .Z ,200 3/ 1. SOB ,?.30 x,69 83 B3 - itran 7 Tofa%s /6� St4L 2!9+00 250+00 251+00 252+00 253+00 234+00 255+00 256+00 2 7+ 238+00 259+00 260+00 261+00 262+00 -73 Iq CC 39 + + z f FM WW-24& - K i E tAR1(W R1GM' 4., C. .. r-r.rrrr >. B. P. A. SHEET TOTAL STATE FEDERAL MOIEGT NO. 1 DIV. M0. Mo. SHEETS 7 CALIF. 5-56-iz68(2) /S 34 t � was "• SHEET TOTAL George J. Winston ar Irene t ,� DIST. COUNTY ROUTE SEC. SHEETS vni sBd iz e /S 34 - ./`, .�1•� .J ...r �/ J = WMmmM- .----------- -- -- -Dist Dist!k_ W) jpp Approved--- BAS _ Y-----��-1���---- Ali i!Z 7 _11V /Mo-1010 b. -rf►e a ,gn Q1 (*9 f gheel Uc XW L� COUNTY ROAD C.OMMISSI#t C.G'UVB' 060.9429 • limb. t fw ._. _ 4:� b Coastrucl Orireirery Cmoec how IDR. ; e A Z Modified Curb — — — — -- — CD -� / t Survey N 262 N 0' 22 O7 F 263 R/W M >>� Im�rovt�ent ;�, • 0./7 PACS. Surfacia9 /•'/5 Flare -4S 7 — o,� — �� Type 8,? Curb _.— -- -�— �' � . _ :.. _. . 'COM-11-rue,600 e Surfathf o f /40' /00 , North Bound Lane fay Others Ste.Z66 f 03.7.2 cct R/W 3 /,Z 3 Curb Curve Dolma: .;0, IV c R-48/.93 ° _ �` Typical Crau-Sec tion Of T 30 Ins/a// W 6/R�Ye/%w) S0� �? ` �_ � Q, L S9.9J Orivewdy cortlectioy , IL • a - v _ . �. Chaffey Union Junior College District of S. 5d. Counfy (Chaffey College Site) Y 1 --- --- — _- _ --. _$moi ' - R-S i k�r-S. f: -- - - --- 1823 —— — - -- -- --- -- -- _-- — --- -- --- _ _ - ilr Fey- IM _ - _- 1820 t Y _ - - fie,,- 1819 1001, — — 1810 a... 1801 JC= _ — _ — a 1800 -- r -- ----- t ; Pk- k 17 0 --- I 44 r i -- - - ro L _ — — _ — �. � 1790 _ - - -- �, --- � - _ � __ . - -- --- , ---- -- ---- ----- — -- -- - - - -- - -- - - - - __. --_ __ - -_- ---- - -- - - - - - •---- - -- -- - -- . _- --- _ -- - t. — 1 r 1 _ - t- - Cm. Exc. B68 Sh��I — is 9/ Yds. Emb. or- :TA Tofu/s /73 Toto/s ,28 .390 , Sty. 262+00 263+00 2 +00 265+00 266+00 267+00 I fallr WIR24A .E IARKWRK•MT 1000 i�5fl � t i on, N STATE FEDMAL PRp,�WT No• rlscAL sF1EET TOTAL DIV No. YEAR No. SWEL" T CALIF. 9-SG-1268 (2) 16 34 010T. Gourrrr Rovtt @enoM iMaaT TOTAL No. aM .A r VIII 5.5d. 12681 216 34 f x IN 1117T a"IMaaw o1sr V)11 _ . FE 6 AR 1959_._. En the r of Des;gn Civil Enabeer Lica a Na. S63Q Sla 106 '017157- 9 Foo/h/// B/vd. Olay &W -ircOUNTY ROAD COMMISSIONER' G.E. LICENSE NQ a• "tq-- 0110 � q 1 �, •38 .}6 ---- — - -- -lam 01� 0- - -- °� ° 01 01 /00 lop R �=- C1% 01.30 01. 1 01.23 01.7'0 01`I o1 01 01 o1.0 011 o1.11 0110 016 p1 J� 01 0 01.4 01. o1.1I� �o 1 oB o 08.0 o8.2o 08.01 01.93 st A Vr 06.11 °8,63 00- ►� 0g.3� 08.►3 0 -06. 0 oe 00.35 ' 93 08 09.11 1 /0710 08.60 0NI 8. 3 O Iog.91 ` 0 11 09 pc1.�3 o9 oy 0�13 F � Oct Q� 00 V x F �` t �+ o E QV 04,q ,/03 oq of oq 61 0�Z1 Q INTERSECTION DETAILS `a0L ' 7FOOTHILL O BLVD. 1 STA ,9 106 + 01 ,075 - AS BUIL, CORRECTIONS BY q DwG No Ido of 3^i FISCAL SM[[T TOTAL DIY.No. STATE F[D[RAL MlOJ[GT No. Y[AR No. SM[ETS "• S.r.R. 7 CALIF. 5.-SG- 1266 (Z) 17 34 1 a DHT. COUNT7 ROUTE I SECTION NO.SNccT TOTAL p, $M[E V111 5.8d. 68 17 34 O X6" iSSo I' Ofeim CT EMNNitO . " DIST. 'VIII y _ A,.,,,FEBRUARY 2 152 a H IDGM ENGINEER CIVIL- ENGINEER--LICCHOX 0600 Dri// ,Z- 10 11016 "x//"Bolts 9 0 - Tota/ 6 COUNTY ROAD oM 3 O c MlSaloNc� Ori// 14"/!o% ----- - ----- 1 T C- E. LICENSE N0e8495., �\ Air, d/own Mo/.for—�.�• ' \ h sl i �� Air 5/0w17 Mo�to� voriob/e•�=6~ to 6=0" *,,���m/6" '�-�� @/8'-ba�ffr Sidos \� C `� �� 9" Para,'oef `/Pai/ir�g Defai/s rfm�/Z'-bo/h Side _ f CM 1490 : ' . 4'l-Yceo /Yo%s @ 9' Ceo��s -wifh suif»ble Stone Boc.F'ir,9 os D�i�c%u� by En9io�er -both SidE►s T 60 .PC.P X ��@/�befh Saes —9= - P/a�'e tlirB/o�n'�G1cv-tor ~ �o Ail/�f on f�ofh cSio�es arf' Cu/ve�f .P.C. /un�e �/��,re �.ts0�/►eded A0 i -� •- 0� f/� Lil9incer \ �i -- .r� ,Qir B/o /Ybi�t�-�//ef JecliO/7 B B '� — - 4 V � -�Bons � • �C. �'/urns - �4 '� Nofe: y_z � ��, - sco,�: re�orce/ ca►��e e�f eof C o� to Ca7SAW11607 ate' ffiefe6re r"t classified as a Section A A S&C1 io/7 C-C (DIR C.P f/eod#w <Son Btrnordiro Cour�ty F/oo�d ConfrTp/ Disfiicf sP�-eod�n9 aos/� oufict 6oNFC.o c 'le.. / -b'/e% /,2. 0.00 j 70 Lin P. d"X.�'�P.eB Ij'Stee/- infer Lime 6"S�`� P/ f 49A--/ L,v7e � X Cucornor�90 lZbten Co. �,..�.,� Co• -"Lin.ff �P.C. 1-7ame .E`�4a-B/owr�iLJon/o�-Lii d Oifch Al' B/oN7 MW-lai+ L/i�e�d D%tch Outlet/raver-1 fkr. /.Z 'fO B /ZD L.v��t 6o".PC.l.� nsto// iYleto/ P c Gva►r-d Poi/l10 /ia. /f.� - - Eoserne�t L,rr�e - -- - - r _ � � �� \ � � !�` //repro✓ement� Sto. /-Z8�60 � /nsto// /17cfo/ Plate G�,�ord moi/r70 /iir. /f � � 41 NJ O /iw��-f E/cr l•2-�O.�D O X Tri�/e/O Xe'ifr..Al Cu/A4P/V O t� v ao �' a J � op � ' , p � O v. Air %N"/Nortw-Lined Difch IN J-3rk o 9 o Air 9/own Mortar Lined O1&oh N a 1�1w � ►�tN 0 � h e �/.8/ X080% CORRECTIONS BY c _ DATECr CHURCH STREET INTERSECTIO.N. _ AND DRAINAGE DETAILS 7 ., . s - R•'•R• STATE !�1ROMCT p& FISCAL sm -T TOTAL DIV.MO. YEAR No. •M[[Ti 7 CALIF. S-S6-/.2649(.2) 18J-34 ki 101112T. COW" ROuw SM11" 4"ICIM TOTAL O SNOW" I ( Vl/l 1 S.Qd 34 x v R MIST.V14 low /7.70 A ' CIO, i -f � f „_/Oof Design ' Sca/er11 EoyhNer! No m 30 M, i CO/l.3fruCf /fGfi Os Odirecfed bl Eogine�r► COUNTY ROAD COMMI 8a10NER ". '. 2 $ + I 1 I C.E. LICENSE NO. 84'9,5Endwall g I /n/et 11.-1-1 E V, /4.26. 00 ..:. : 20 Ste 200-008 It (35Skw t) I a Mote: Use StamW s5Alx&res L awill9 A-69 f J /nsto// 6• L in. P. 2Z'C.M P wifh o' ccfiorxs• A .N Qj kk / I EXtt nd Cxistin 2W”C.M` Ps and instal/ Out/ct /r�ve�t E/er. /�,Z•�00 � , vddifioi7o/ .� C.Nl.P. �Perno✓e cr;,sti�g /�cndwolCs , �' r, Air-B/own 001.74ar L h7ed Difch - �� W 611(Red) oma' Dirrrensivns os dr-ec�ed � by the Eriginecr� ' B +E BO' CA7.S,t/te S1b! Pj�oe v/i�ert x � ' I G �,�� yewlwa// pet A-b� to /n/et /nve�t E/et! 1.41,e7. 7S Dut/af /nv&1►1 E/ex A•92_770 / k'/1�V Lire — CGt/xS1S�f ape C�//vc�►'t E/xtw�// i` — —Existin 2 CM�— — --—--� (See above obfdro Note e+d pity/► 8'Bo _ - � � Surice / /nnd At beglnnln cd D-Ls q oftope,Eft oP4445. � /nsfo// TjlpeA � � Guide Posf W 6/AF(Ye/%w) Q . An /e Poj171 in An /e noir irs Ti1ofA'; Trine �' Tr4l 'ic Sfii� O' Sin /e So/id Str-i� SO'Sirr /e So/id Stripe r-- Exisfinq movement _ ./`Totem Ave _ s� /•nor-overner�t - - -- 0 /6• /6' p Stnte Hi9hwoy rQoute /90 0 0 BU � . b W COMMONS BY DAT Edge Ear-44h Shou/der- �Q/gyp -INTERSECTION DETAILS LTurnCtion rA.,5 )Fbale /268 .w111i 4 S'fofe H Vhwoy Po"me /90ENTH STREET (JUNCTION WITH STATE HIGHWAY ROUTE 190) fl w No.' 113 � 3 !'R' STATE RDM�PROJ Np, FISCAL SHEET TOTAL DIY.No. YEAR No. !MEET! 7 CALIF. G ..6—/2S&F(2) 19 34 -A ( DIST. COOK" ROWW sm.ON !!leer !titer,TorwL �'+ y v/// say ,z 2 19 1 34 a WWII` xi DIST Vill No . BIRLY26_ Y (/se rein ernent as peR A,c .j3 30 4c State $t a Strut ur �31C M Engineer of Desisn ' Sheet' 9 Z I Eivil Er►9ineer Lite No.563q„ C r :fit A I �;0 j . 1 COUNTY 'ROAD COMMISSIONER � > C.E. LICENSE NO. 8495 I 9/.0v9 ; to Sec ti n A -A A ' /2• Headwall l ,,fee Detail Be%w x AIW L ine " OGIII ndwo//- AG/7 �. ' fit. I x,Z7MCMP �cMc- io�d Gv�'`�i _ Sae LStd SheC - 6 - . =-r• �86�' j Gavtliet /rir�rt E/car AP0/.00 � - � %20 ;P ��-. ! `�71 /z/ 0 IV 6/P(Yellow) 0 b& instal%d by Poi/,-aad �ar>res� �P/�V Li tit/ef /nyert E/ev /4BB 7S' 5ta 2OJ*001`o S/h.elJo'/467.3 \ \ r Nola lwr't AW s c&,7t1vct �t Haven Ave. /m rove�nen \ \ X - t-�� 21StJ6.1/ -Sd Lin. ft. ` Stott Hi9hwoy iPoute /90 00 0 \ \ - - to u a 2 West R°�� \ ,\ ;0 ` EOst \\ Co \ \ A. \� !20,� \ ,8 A f W 6/R(ye/low X' RIW Line A v lb 10 INTERSECTION DETAILS ' If • 1 o A P �c7h Section A-A HIGHLAND' S TA .-213 + 51.73 1 Use reinforcemairas per I .State Stcv dad Strc/ctUres-- Sheet No. A-69 A�S BUIL CORRECTIONS BY-- ZY&Ao-L DATE ��' ----- Dwcs 1 1 V9 J, S4 y TATE �pp�AL FlIpJtGT FifCAL !M[ET TOTAL YEAR lDIV.-No. SNo. •NEETf CALIF. $ sQi —/E68 2,O 34 A M/�dth N/;dfh —� DI[T. COYNTT Rou7[ �[CT10M sM[[T TOTAL SMccn wa s.sd /as 2 20 34 Ditch �, 'L'\ :DI4T,vul r° FEBRUARY 2 1959 3 o . !RIDGE ENGINEER i.!V;L F.N(i!N[ER—L.1C[N19 goof 0./7' P.M.S. S,ari�y �Ciilt /-0 :. : t P0 COUNTY ROAD CONNISSIONEIt b ,� C.E. LICENSE NO. 0496 4"x4"x8 go N6/ded Wire !?eivfo,-cemevt /Cu. ft. Soitobas-�: `�► _ j 'o� O Waves dii-eciud Stone j%cki �d by En9iheer C7c.t1�e/- Line 4"x4?r8 s 1'Ye/ded Ww�+t iPeii fo -cirnnf -✓`� 3"WeeP Ao%s Qt /0-1 CenY�i s 1 ne IErr: 9 s• .� ----1/Ar, 8"Max. ,S/o e �Et/:'SYayoe ExpaA /on oint iyo fie�io/ oy' /DIOL ���„ ��� Q/' P Sto. /6019/.8'fo .Slo. 2dd*08 3s' o. v. /. — 44 Res. z 2 Comm DETAILS OF 41R BL owN Ao?TAR LINED ,DITCH .Section A-A a _� � \ E� o/' Pored SI►ov/der • . � 1� Roadwy to he a yb excava►7ii� aitch. �,el,iE,W4Y DETAILS Rood'" y .rl�av/der .r/o�oe.Lioe ,, ►. � � /,Ajowworr�nent iA/et wi fb .2"' fhiekne of fr �E'oQdwr�y► Excorrotion Z 3 w/ori t-mixed .rvnfac/o�. Di7 /i ` rine/ IExcavafion .� FlnstQfl 38"x38" Gro-�c _ Frome(Alhembra Found No.,4 20/0 or ,� ww/) E/er iPoQdwo E'inbonlfir�e�f E/ems /353:0 4�" 400 Fs..• aa.., =ssa16isa 1 , T- ---1 -- - -- -� --------i- ` .t'f4n4'o/Vd Drop /o/ef wi1h L1w1/.v of dikh chonoe/ I i conerefp cove-. No side excawatio� indica7`od b�► ai-xows. 4rc+r envy oPenin9,�, /2oc>'diro celr on�� n -1 j i i I r 1 y I c04H1W0te0( All A61-0 /los prior 30"P; I I 30''C.M.P T� �xCovo�irl9 ditch. I I 6` .Pcin�erri� .two/ yb cb�rforos �s ` I -�— iisforcln� �aY- ./3 csnd4rs Dip �3�--� "I ---3=6"—MI62=0`=+1 3=6" I i&h Che*?e/,Excovo Im E/'v. to he AO&2* -nwAdpd dy E0?i1We1 /or. E/rx. ,% be Defe--mewed by E.4yinwe y ,D.POP jNLZr STA. /7.S�. tTC//Vc T/ON BOX STA. 174 ,t-81(-5 AY.." .Scale: /". 3=0" .!'Gait. I"_ 3-o.v � ��Qoy�d6yav�f�ofiry of- �1�0. /nom E/et, To bre DIPf��nined faq E'�ginl�er I` r x A V cMISCELLANEOUS DETAILS 0 h A J n m aa ta• 1 s s Togo of Fanti� o Tp of Feof/i7f X Tyivo I Co�,fi/er'r• iPifvini� !moo// YP DETAILS004- .iPET-41NINO141,44L (see .mss-Vdord P/01* AP~I I;� w-1 W-3) AS, BUIL Jco/t : PIN W-0• CORRECTIONS BY ��.c�. , i J'Ao. 173 f 75' .0 .JY0- /74%*60 Lt. DATA°" 2323 1 D 20 434 •.r.R. *TATE FILDSRAL PMUCCT No. FISCAL Sue" TOTA-.. DIV.NO. Y[AR No. §"KKT f 7 CALIF. 5.-5G-1266 (2) 21 34 DIST. COUNTY ROVTf *wT"" 8"=T TOTAL NO. BN[[Tf 5.5d. 1268 2 21 34 x .J, cl DIST Vill FVARY Z 1-9- SUMMARY OF DRAINAGS STRUCTUR ES f, inter ofDe11r,r Civil fgineer L,ense No, 5630 COUNTY ROAD COMMIS810NE1t C.E. LICENSE N0. 8498 A n //,� Cu/vert pipe //n. !f. F/o,,�d �Pein,o�Ced 3M A Eo�fhwor/'f Cu. Yd,sC/4719.1 A iPeinf. Prop/n/e,4 C Station Structures And Re/77O/"r�s C.M.P. C.M.R GM.P. R. C. OI"O � Cu�✓e/'t %vert E/evofio�s ` Ga iP.C.P. C.M.P C.M-f? fwd p C«+cm a 5tr. Strf akb Arch Arch Arch Fume /!7/et CO/7C/"et& Boxes Mrorsfmd) PCC. stet/ Fr•ornes k`� as"xl.'l" .z9-X/e- sj-x.z7" ection C.y, xc. B.F. 4nn►e/ Cy, Wk.) (lbs 0Gr&e5 /yor�er-s /n/et Outlet /2 B f 60 CO/ ,Jt-ac t Triple la,X61 P6 B Cu/ve/-t with Type A 4B Heao'wa//s and Endwo//a - .SArew V*L t c Lin. ct 2NEF5yd-T/P/e /D:r6ry4-l yx 8/.66 e02 16j /141'L2 ,Z28.5W 30 /1�D,f0 12Y 52 SO 34 7 .220 /� /. 7 f.G Church /1719147// 60' ,P.6 P Lt. and Connect /0 �P.CFlume by aleodivo// Carrst�tion - Seer Sheet No. /7 /,ZO $ � /2 300 /2�0.OD Y. /jj t�j Street Construct �P C. F/umB L t and Connect to 8:.�' ,PC.Box - S'ee Sheet No. /,�' ., x 7� /3 1121 /.�•�3 /29.30 /2�3.470 �- /nterseet Construct B'x�'P. C.Box Side Orcin Lt. - See �5heet No. /7 Std. B'X!s '-A - I V X 70 / 7.2 -3/ . 2.50 76.50 2 A /.ZSO.00 /2�9.JO /�6 >~ 6,3 Cor7struct IJ'X 3' SPC. Box SiOe Orzoin L>r Std. e:r3'-A - I V x e.41' Zoe . 9 /3 9--/ 2- ,9.e /Z76.ZZ 160,0--57 Construct CJ'X J' ,?C. Box J� o'e Drain Lt. 1 V x 70' /4'O 24/. -3970 7.2.30 ,2 A /.3/2.B8 /.3/O. 70 - /60 *5 7 /1719147// .Z�" C.M.P. Side a-0117 .Pt /!� 70 f 28 /8 2 A /3/lr.00 17,.1, ,-17 Construct P.C.C. Petainirn &all Lt - �5ee Sheet No. 20 /7 67 37 DO /700 " /7!f60 //745/0// 30" C.M.P. Cross Orcin - SKery �D"L f /•l /OO SS 3f Z E To fx dete ' edhy E w /7.�tBS Construct LTunction Box Pt - See Oetoi/ anSheet No. 20 (/ ) 1.56 �F' ',�E 111E To Ir deter ir,�rd 6y Eng. 7.5 f20 Construct Drop /n/et �'t - c5ee Detoi/ 0v7 Sheet No. 20 (/ ) 1.75 � SIE � �. / / E To be deter :,ed b1' E 179 /9 th. /n,�ta// Triple 2•�"C.M.P -ExfenD both mods of.Zeristin C.M.f�;r �` instal/ / new C./Yl.� /fir Z60 96 �' 7f �-B �'c �- 1,41Z7 7S' / ,Z3. 70 :w r ,,,,r 200,4.410 Street Construct Std. f/eodwa//le Endwo// dor Trip/e ,2�"C.M.R w�+ 0. h7tersed /1719147// Z•4(" C.M.P. Cu/vert with Ens tfeCtIOIXX /! 6-10 2 .j0 ,Z/ /D 2 E /x,26.00 00 r 2/3 t 57 /r�sto// .�3"x,Z7" C.M.P Arch Side Oroin L f Cc�nstrucf Sfd h/codwo// -�Ylodi�iea! /2 a s / 2 -70 7O 2 A /�8,j 00 /mel 4 Construct Std. Headwall e Endwo// - Modi/'ied.�/,, ',P�'P Ag-A�wWtm&-by,poi/nand fcreea� ye4d wz Z.7Z 2/S 136 /17191.1// .Z,Z"-r/-3" C.M.P. Arch Cross Orroin - Srfrew .>'OL f /� S8 / /3 /0 2 E /lo92.0-4/ /�8B 7S 217429 /1719147// .z9"X/8" C./!•>P. Arch JX0',e Or cin Lt /�i /B 9 -� /f00. /O 1.1,99. 30 219 t 941 1175A711 Z9"x/B"C.iYl. P. Arch ISio'e 0110i17Lt /� /B 226*&Z /nsto// 29"X/B" C.M. Arch Side OrOi/7 L,* /! O /6 // /Sj0-/6 157,0(7 x ,2,j,3�.32 /1719147// 29"x/B" C.M.R Arch Side Orbin Lt. /e, /B 8 /389.Oj /SB7. g7 Z,37� 7S /nsto// 2.e"x/3" C.M.P Arch Crwss Orcin 14 4,0 / /0 6 /-C /-O /6/7 72 /6 . .30 W- 237; 7S Co17strUCt Std Drop /rn/et W11h Or7e End -0. Two Side OAMr7i"2 s irn Median. /) 1 3 o side „ „9! ' ��� C� Oto ,ZSOt6B /1719147// 22"X/.3" C.M.. P. .91.017 Cross a-oin - S'A'ew 3.SaL f /!� 7! / .Zls %9 /-C /-D /70.2.87 /699.50 � 2,50190 Construct std Or-OO 1171,--t with 05,719 E170' �` Tiwo vide D,oenings in rr�dion /� /, �C e q „d p0„ „94 , 207-,-170 //75,140// 29OX/B" C.M. P. Arch ,5ioe OrQin -4 /' O" C eordnce 8 Toto/5 /ZO .394' /00 / 7.d' /Z,Z 7O �' /930 7Z8 /56,2 374.46 150,7,93 / 1170/odes -�-8' Sec�'ior�s Rewe%d of Sp Both Eods 01170/sided in Z-a. fhwor A- Quorrt%ties {or- Moss Di0yr'o177 Co%Motions ' ( ) Not a po y ; tern - Payment irK/sided/i7 Class "A"Concrete �Minpr S frac Tures) - See Special Prrwislons Fina/ Pay Ouanlily -.See Sloecia/Provisions SUMMAPY OF GZAOE POS TS, I x CUL INEPT /�I,9P/�E/PS ellOP/ZONTAL RZ-FLECT01? T UN/ S � Tyoe A Guide .costs 34 /ncNudes G CL//Vel-1 lWal-keds { Type B Guide Posts 3 /r/c/uo'es / CZ//V&/-/ Mor/fer. Type C Guide .00s/-,s 7 /�cNudes 3 Cir/vert �1�Jor.�ers Tyoe D Guide Posts /,3- -/nc/uo'es ,2 Cu/Vert Marrs Type E Guide Posts .77 -/ne/odes eT Cci/vert /l al-lrers. //or izon fol Ref'/ec to/- Units OY61F) Ye//ow - /O � + To to/ /a y. 44% i ' AS BUIL CORRECTIONS BY,... � 7�larr ;J ! a DATE - 1 1 w a N ZI of 34 •.P.R STATE R[DtRAL MOJtGT No. FISCAL "K ET TC DIV.No. Y[AN No. fM 7 CALIF. 5-5G' 1268 (2) Z.Z. 4' o" No. MCETS Elevations to Conform Connect toexistlnq latera I DIfT. �o�� Rom,: �~ s~«T TOTAL B VIII 5.13d 1126,6 Z ZZ 134 24"RCP to Existing or as Directed with 8" Concrete Pipe Y n4of I b Eineer 10 Steel Pipe X i 10" Conc. Pipe - 016TwIC o�Mccw poor. vNl FEBRUARY � I I $ Conc rete Lateral \ \ I + I �� COUNTY ROAD ------- a ` i \ ZA• R.C.P + I 2�4 R.C.P. C.E. LICENSE N0. 8493 „ e0`110GE ENGINEER CIVIL EN"jNEER—L•IC[Noc 58o8 M \` ISINI�M r ;snow I Slide Gate \ _ _ _ _ _ - _ _ _ Slide Gate = . - I i Pr pe -to be set on slob or Equal �� j or Equal offer it has reo cAad 0.5 I + i • . � o ♦� -•I- - - _� 10" Snow iSlide Gate ---- — — — — -- ;t., L I I i/2 • 12" Centers ` // or Equal - - X I �� , Both ways , i ' ab A L _• , . •, . . • , .. .. o' •.`• /' r 4-0 10, I I 1 I I 8 Concrete I 1 I Latera I j 10 Steel Pipe / i Elevations tb Conform to Existinq or as Directed by Enqineer /-36" R.C.P. / Sta. Z33+25 Lt. / X I I 12" Concrete Pipe I 1 Connect to existinq lateral I / I I I with 8 Concrete Pipe 8" Concrete Lateral • --I--- - ----�-- I 1 I 36" R.C.P I I I I I Sta. 233+10 Rt i I I I ff ( I I I 8 Snow '/z"4@ I e Centers i 5 e a n ofe . j S I i de Crate Both Ways � � dbove or Equal � .1 Irrigation Pipe Summary —i--- •.� -00 Pipe Lin Fr. STi�. Exc. SrR. BF• Sta tion 0. J . . - . .. . . � � / � i 12 "Snow 6"Welded Stee/ Pie /4 da. 8026 25 223 + 34 Qt: " 'A e . a : o �: o ,r ; • / - r.--- - - -- S !0 We/ded Steel Pi /2�a. ,Z34 66 8/ 2Z6 +47 Rt 233 +20 Lt. Rfi ,, •'A ., , . • a . e A. • Slide Gate /2" P.C.Si hon Pie 136 53 49 239 + 75 Lt. 1 / lor Equal 8" Concrete Irrigation Pim 606 /94 /80 230 + 15' to Z33�-251.1 230+15 k 233#-/0 /Zt A - i I I i Tota 1t 1 359 335" m ► _ Q I � I n it a JrI II II , a �` L� I i DETAILS OF IRRIGATION STANDPIPES ' AND Note.: Ste.239+75 Rt is same Except: �- - --— - --- SUMMARY 0 F IRRIGATION :PIP E 1) 811 Conc. Pipe is as Shown Dotted - ` 2) Ir Q.C. 5iphon Pipe is R.C. Siphon Rpe EIirninated. Aade : I /Z" I1 w 3) 12." Conc. Pipe becomes 12•" ,-6 xM _ 1 M • • ;: R.C. Siphon Pipe . _ of� �� � �4� �• � � �� , Sta. 239+75 Lt. .Tiw./v��- AS ';$ TTS CORRECTIONS BYE Dwrm . 11 2.2 4 34 - __ _ ` .___. ►RA ____._ FISCAL •MRaT .TOTAL, OIV NO sTAT[ F[O<11AL MOJSCT NO. YEAR No. •"lays CALIF S-SG-1268 (2) 23 34 To accompany plans dated FEBRUARY__ 2 1959_ c Q la" -114VI 14 1�4 I"Cham y2 -6" •I"Chamferowm . , Met Plate IVIIII SBd 112681 2 f 23 1 34 Cast -- 1 Iron n // 7h I ,t i to be rnished by the ate B Frame Brh / % -L i - - <) J;C"n /.I' e UZ 9 , 1 -�- - - - O _� /� -�, `.• r Approval ReComrT�end _ 1 + t v IOR� : i /11 Di st tate Highway Enginwr Pipe 0 N D/ min - I - I e >: �, (Atte te) A roved October 28 1949 �- �1 rF I , �' 2°bars..... ..... oo •�2 rs-- �,..• �� vement w �.. o ,..." .. Surfar8_ T l t 2-0 , __ aloe Box Cap State Highway Entineer Civil Engr,LI se N&?06/ « « - FRONT E V. DOUG HEADWAL FRONT V. SING EADWALL ECTION, S LE ANO �L Edge - �"' -1 1 SECTION C-C SECTION D-D - -6 Galvani d Standard W t Pipe "" 1" 2'-�%4-� I" COVER DETAILS DOUBL AGHAU.S Loose► et on concret Met late � 111 to a furnished State 1 Ir Steel Conc. • ' ass B Concret co . . ------ • n w �r16 pipe Z /? I b C.Y. h I -� p Single Ie "L. S I I. S 1. Dbl. • 'Side Opening End o ' N " » CI.B Concret ; ,. v. bulkhead L " _ •I 14 o. smooth Opening . o. T -'� -�--- I 12" 4, 0" 0" 2,Or I 26 0.42 0.63 e • /wi h reintor beods. eod /2 bars , I - o IS 5- 7=0 2-6 0 30 056 0. i - 14 g --- �' o o r ( 1 ; �' .f�`yh 18• -6,. 8._O" " 22 34 Q64 I : T w re nforc smooth ng b t ds.r 1 ' I I I Ir T . 4 Absrs� i o _I I D �° 7'-6 10-6 -9" 29 43 0. 1.29 ,{I �f4 bars 6 m 1 i bars' L_ I 0. 9•-0.. I , « 4=6" 35 51 1.68 « 15" e.re _o o p 4. ' 1 Pipe ( -C-bars• tD • W a�CLO "t I �2 b « - " 5_ 40 15 or 16 Dia,. �f tp - I -� - - " ____�_ 4D 4 3f p-6 0 3" 1.56 2.11 N _ Bar or Rivet °:� '.;. 42' 12'- IT 3" 6-0' 4 67 1.90 2.59 _ Tope d oval inlet • '2 i� r? •- 4 Ion .Castor I ( : • :, " 1 .w 3 8 I i.►' _ cQ 4g' 0 •Or ?-C�' 277 238 3 TY A TYP B 2 -0 6' 4 -i- •�, �•�- Welded into frame �_ .:• ''�.: • .°•.'::� _ _ _ 0 18 C/c 1" - " • " l�Z g ,� 5=6" 27 3" 7 57 85 2.79 6 .i..i .i' i .,�-• = fi------- a :o .� 7� g • SURVEY ONUMEN " PLAN j •• FRAME SECTION 2'"0 e: > desi�i ' ; ;. :.: 2% t Where D 54 se standard wi « i " »i » ♦I 1 " }j DETAIL + + - "L" wall ities arevariabl Normal Edge of utter a' 6 fes-2 - 0 - --•j 6 r -� 6 D 2 2 8/�min. 6� F TEL HEADWA SE L HEA DW Quant s are based on t ofC.M.P max. SECTION B-B ELEVATION &SECTION A A PIPE ERT H WALLS :.•3/K; rwi long --- -- DROP INLET WITH CAST IRON COVER �°�` rax. 3 a f) Earth B fill 6 Surface grade ..;_�, '� C 1 2111" 1_ ---- --- -, 7� 7� �- - ; ' I YPI CAL ECT I ON 3 I J-1 ' -- .� E Q1 I B c 'o b _ L. 1 ' ; � � I B .� _� leer,tl Ids j --<<�►•- r' N �� o I 1 Pi - n 2n L �--- v lapped pppedl with I 6 t a, `� r-��---t-- " 14 wire M " D _°' .. Cemen rout ', C ` �; i 1 .� 2 di a.-24 ion M.P. -, m St " Band Cou kr` w 24"or ' � Cr 10 o + � ► I p aci L �'Qbmv6" Ends Bulk �o _ p a w s p i %both ways 11 .. �" 1 -� �' Inlet � 18 x ni *I --+ -- D+I -�-•� 6 Gauge C.M.P _ Toper •�' SECTION SECTION _ ,.� _ ------ - ---------- _ d -' Cut 3"x 3 o n s u Cover to be made in two =actions d Outside Subgr Inside Su d• a""••••---•- " for rin p rout = - Letter one face only C 2" _ O i o t R ss to be y inch Downdrai - COVER PLAN 4 1 0 o Area Are X 0 a 3"t '�Pf N DER D N WAY CESSBulkhe �- _�"O 16" 2'-0• 6' �� R/W FREE � M a 3.0•__ Vac Length of corer /'z I -L �' � t+/10NIVM E PLAN END I E W ;oV 3min_:. �17 _Ap •Z, C 4 c FIE JOINT F SIPHO ENTR CE TAPE Outlet pipe ong- No SlipJo' IN •..... ( Side ^:: ` ' I End p •- •-. 2- A Opening =E ->�� Opening �,. 8 Outlet p' 61ong when Ip Joint is used• t Yipe 0 to15'Fill 15 t 'Fill 30to4YFi 40'to56Fill 50'to Fill 60'to70 Fill to80'Fill 80'tol 111 N 1 Size i •ng Size g Size ng Spacing Size S Size Spacing Siz 2Bbars ' o �- 0 0 l a p �� Note' Ce ression caps Ills to be D .. 1 2 C LIGATE M l PIPE :, . -�'•- o s dimension tim 85 struts. r r 'A' bars- i I �+ Install to pe re movement -...••, oar to be la Ir common 48" 4"x 4" 6'-0" 4` 5'-6" 4•x 4" 44 4-0" 4' 5`00 4 z 6" 4'- 4x6 S-6" -�r-�- 1 o o .c_ `� 54. 4 z - 6-0" 4 z 4" 6'- 4 ic4` 5'-0" 4'x 4" 4'-0' 4"x 4" 3'-6" x 6" 4--0- 4'x 6" 6" � . co� 2w i PIpC p J 1 /2 bars tp t t o L4-.LL 1 1 ( ••�� • T (V tl�- 10• " taper- not 11 Sted' ..»...�•'• Al \ • r r a f.11 i i LL�i 3 y c $ p»' f: qs r 60 " 4. 6=0" 4+`x 4" 0" 4"x 4' 4:-g�. O C.M.P• r / \ •Y = 1 J. M 8 � Qv� 6 " 4 z4 6 0" x 5'-6 I .• �'N •'e M - Band ler- .;/ ` �� v " 4x4" 6.0, 4` 5'-6` �- - -- 3 �� per sills 78" x4" 6'- 4x4' 5'-0" OF e . . p P .. l? Co ression ` =- - -"� Pie chor to be laced n ontlnuous) -i- s ped or ordered by Engr. •n.�/ � 12 long: 84 4"x4 0" �ftob 6" D+12; 3'-O'Ft"min 6» �►- ,� 8'C.M.P D in• �� ft, even- g0" 4wx 6=0" grained wood . SECTION B-B ELEVATION & SEICTION ASA 1 "4 %.Strut as 96 4 s- 6 U Bolt Handle h`• 3/ oundIron••• eld fin' ELD ASSEMB 0 PLATE CU ERTS to be recessed In 1 0 -- Ilarof 2"pipe Lo rsill 0" 4x4" 6=0" " 6- 0" 40x6" 4' 4X6 " 6 1x6 j-4'- 6z6" 3'-6" 6'x 4-0" N /� U BoltHandle -� 3'- 6" 6x 4'- « " r concrete cover a: .: , todr�oginr�eoeseincoMet 1�»R. ( inuous)� 75" 4z 4" 6'-0" TW 5'-0" 4'x6'' -6" 6z6" 4' 6" 8" 5'-O" 6z8` -6.' 6`x8 4'-0" _ « 1I ►•", '�'' : 0'. _ •/, .• » Col lar of 2 r w . r . r • 1 • " _ �a � 51' o n Hinged amp*.* mp• 90" 4z4 ' 4"x6 4.0 6 5-0 6'x6 4'- 6'x8" 4'-6' 6" 4-0. 8x8` 4'- 6 x3�x Angle Iron �,. 5• y _ 9 e 105" 4"x6" -0' 6+x6 5-6" xC' 4'-6 8" ' - -' , %?+fix 4' Anchor bars welded to -4x2x8 Plate eld 6 is 8" 6"x 4= 4'- ' q Pipe Sleeve Cla Weld' 120" " 6'-0" 6x6" 4'- �x8" 4'-0" 6'x �-6" S"x8" fi900' 100 - ends of Angle Iron I I ` • Cable ••'= 135" 6"x6" 6'-0" 6"x6 -6" 6"x " �a " 8. �_6" 4- ... ._ s.- SECTION C-C HANDLE DETAILS .9/N"f� •-., 101 e`A c` a c RUT DET S 6"xG' 6'-0" 6' 4'-0" 8'zg" 5 0'' x8" 4'-0" je 6-� I -1i: Ck� - Ovate _ 165" 6"x6" 4'-6'' x8' 6'-0" 8'x8" DROP INLET WITH CONCRETE COVER 5 o �. o 180" 6"x$" 4'- 8"x8" 4'•6" 8"x 3' 6" Drop Inlet quantities,inlet openings not deducted � I/ « ate � � a ordered s � METAL P Based on minimum dimensions :'.. 3 17 '" by the Engr. CORRUG D E AL I E AND IELD ASS BLED PLA CULVE S " « " w -j4 I" ALTERNAT YPEIA• a3 WChain link ; " "ol RingST T DATA A bars B bars C bars Steel Cone. 2 h 1.0 No. Length Na Length No. Length Ibs. C.Y. i`' ALT NATE TYP 8 ' ?1 18" 10 X- 5" 16 T-9" 12 3'-9" 86 0.91 24" 10 4'- 5" 20 2'-9" 15 3'-9" 108 1. 10 ,�- '�;..s � STATE OF CALIFORNIA DEPARTMENT OF PUBLIC WORKS 30" 10 4'- 11' 22 2=9' 16 4'-3• 124 1.30 CL P BAR - DIVISION OF HIGHWAYS --= 36" 11 5-11" 26 7-91" 18 4'-9" 154 1.65 I5. Note: 00r- nominal diameter of pipe D AILS OF PIP ANCHORS STAN DAR D STRUCTURES Steel in cone.oower and angle iron not inckxled in table. I "0 °,d , 1 An Iron over end openi%when required, to be paid(oras '' Steal Ladder Aungs PIPE H E ADW A LL,S -ET C. . � . ,a� '" �� reinforcing steel. Fill space below invert of 'pe with �to be installed in boxes with SPI L�'W ASSE LY AND N DR � � concrete when directed bythe Engineer � .` • depth of 3=6'or greater Cast Steel changed Rev. Auq 1956 Rev. Oc'. 1957 Rev Jul 195, R.v Sept :957 KeY Feb. 1457 Rev Apr 1955 Revised Aug 1954 Rev. Mar. 1954 HavA Copy. 1953 A- 5O 19 to Cast Iron Elim. Galvanizing See A-70 A-71 See A-E9 U•.d••draln CntrancG raper 5ur'vey Mon. R/W mon. chamfer Hdwl. Quanlitls?S 9 Revised 4-3-52 H # A's T CORKOMS � Dwcj, No. n 3 2.3 3 PRA sTATt N F[ AL POOSOCT NO. / CAL e"Mm 70TAL . -- DIV.NO. FISCAL O. Zrag e CALF. S-SG-1268 (2) 24 3 Gopper• Wire 4 _ .. `�.-•� Widen for Piedestrlan . " 1•�+� �' � o"r• • R.ns e.a.+en ei'"• *•`" ' . - . Bridge Curb Walkway when required rChomfer 3- 2"x 6`x ?0-0 Rail 8"x 8"x 5'-4"Post VIII SBd 1268 2 24 34 to °' � Shoulder Line - ,_.-----' 12 d Mai � Z4. A -�- E Y Y Y j U Approval Re idr+t slate Hiowry (nein WWIN 3/4 x14" Carriage bolts 'h x 14"Carriage bolts cv with cut washers with cut washers N Dike fitter in one 6• AP SeTptembPr 71450 30' 40- a so• ea -� --- as face only Recess d to be,'�° inch. • � , X Edga of Pav�emt3rlt Stele HieNw. En inw Civil .tkMiselw2m `c - L - - - • .�, � �! °° i i tea.• 6� �exoe,r.",, af11e ..1e, F E B RUA 2,. 1959 e Rail = Y W` t d FRONT ELEVATION �- - �_j RM► AND FREEWAY ACCESS MONUMENT ,x . W Offset from bridge curb o edge of shoulder < �, L - Length of guard rale I 01 _ � �4"Cut washer � Cut �� SIDE ELEVATION TAPER FOR SPEED CHANGE LANES -1•- X Distance from beginning of guaro rail at bridge W Joint .Joint ' ' Metal Plate to b. ON CONTINUOUSLY CURBED MEDIANS s � �......,. ... .�. Y Offset at each post , ,, -- e. t . •, e furnished by the State -- -- -- .r _ Edge of Pavement Base Line Parallel to Pavementt_ #• E _ ` _ ant --- ----------- ------------- -- B � 12 4 Nails J A :C ;D Y Countersunk full depth Curb , ry X W=3' W=4' W=5' W»6' W= 7' W»8' PLAN , Tangent - SECnONI AA 10 0.12 0.11 0.08 0.07 0.06 0.06 LAMINATED GUARD RAILING c' ' 16 Die. i AD = Taper Length D' I x Offset mounting on curb at 20 0.48 0.44 0.31 0.30 0.23 0.22 A B - BC = CD = ' AD Width of Speed Charge Lane is' . end of bridge 30 1.08 1 .00 0.70 0.67 0.52 0.50 ,,(Alternative-/ -_-- --., Bowled AB & CD' ere Parabolic usually the same width as the 40 1.92 1.78 1.25 1. 19 0.93 0.89 Tra�c F 1 o w --- -- - Ground Line Edge Curves adjacent lane 50 3.00 2.78 1.95 1.8� 1 .45 1.39 Curb • _ v� 2 Ialne high 60 4'00 2'81 2'67 2'08 2'00 - - - - - t" _ - ° The following table gives offsets from a BASE LINE parallel to 70 3,83 3.63 2.83 2.72 _ - - the EDGE OF PAVEMENT at intervals measured from point 'A` 80 5.00 4.74 3.70 3.56 --~ ,,,._ Trsff Flow Add 'E'' for measurements from edge of pavement. 90 6.00 4.69 4.50 Class AorB LENGTH OFTAPER FEET Multi lane with median strip on bridge 100 5.79 5.56 10' 12.5' 12.5' N Offset from BASE LINE ' 110 TOO 6.72 Concrete 90 120 150 180 240 270 D D'=9' D D'= 10' DD`- *9 120 _ 8.00 TCaffic F► DISTANCE FROM POINT - - 1ow -� Offset from edge of pavement = Y•a. Multi-lane with separate structures (a)=Offset from pavement edge to top of bridge curb face j, a _ - 0 0 0 - - - - - - TWICAL INSTALLATION OF METAL GUARD RAIUNG AT BRIDGES 15 uere o.14 o.ls o.19 7.5 10 12.s 15 20 n.5 or I6' Dia 0.56 0.62 0.75 15 20 25 30 40 45 TYPE A - -- Traffic Flow 1.27 1.41 1.69 22.5 30 37.5 45 60 67.5 I valve am Ca 6 '-� B' 2.25 2.50 3.00 30 40 50 60 80 90 � Chamfer " SECTION S to10' S to 10 5 to 10 I Clear Reflectors I * 4.50 5.00 6.00 45 60 75 90 120 135 M Rall Rall 5tenda rd Double S t ri e b Others W Galvanized Standard 2 � ri 2=1 Batter * Weight Pipe. Loosely C' 6.75 7.50 9.00 60 80 100 120 160 180 7 Rad - p y ` set on concrete. `s 7.73 8.59 10.31 67.5 90 112.5 135 180 2025 Pant Paint "'� Black " m Black 6VIF IS.S beam 5»std n Metal Plate y o be 8144 9.38 11.25 75 100 125 150 200 225 - .� furnished b Q Variable 8.86 984 11.81 82.5 110 137.5 165 220 247.5 o pipe with weather _ the state. ' Stencil Stencil Q' _ Q tight ,or 601b� 10't�°20' ° �' • 9.0 10.0 12.0 90 120 150 180 240 270 ' Station N - E �P Class A or B ' Station & rail or equivalent •� 0 Concrete ► e Where Ede of Pavement Is a curve, neither base line a in Black N 16-m in Black o section v �' ' : ;. : ; 9 ' • , _, s p,r N nor taper between B' C will be a tangent. Use proportional r. c UE N ,N a H 4» ► Paint tv °' . tIV Paint a, - ct _•, 4 ,. offsets from B to C White + •y White �' Q67' The adopted offset E"is usually 2'along outside edge of V x 0.08'Rad 0.04 QOS'Rsd. 45• Q 0.03 •' pavement but may varyin some cases. co .�' N Q25'Max.- -i- a08'R,ad tS"Square r M/"` e. -r-- or W Dia. v%ISM ,. ,. , "T OF � CROSS - SECTION SIDE VIEW CROSS-SECTION SIDE VIEW TYPE B A TYPE B I N 11 N 1 ' X11 wb; ti ` TYPE A SURVEY MONUMENT A `--t•'� RAISED BARS c cw61R�' ( A c s' 1 ' i FRONT REAR FRONT REAR TIMBER METAL SEC A-A Note Rail to be fastened to post �. r n 4' o o p p A weI R A o p ago Culvert Markers Reflectonzed when S as p�Msrnfacturcr� Instructions pecifled or shown on Culvert List 8" Round Hole.• et post m position wet R �, C U LV ERT MARKERS and fill with ClaasC ►CIC Max. AWv"te �2• c POSTS FOR METAL GUARD RAILING z Chamfer WSI R PUBLIC ROAD INTERSECTION Target Plate Ver. 1l'Clear Reflector Frame wet It with R•120' x �8" Reflectors 2. 2. Reflector Frame 3-3 Red Reflectors on Rt. Red Reflectors R 120 N of Traffic Flow or 2-3 Clear //�, - R•32' • • T © 3, Refleebrs Ref lectors on U.of Traffic Flow //�, "'' O t8' w v \ R=120• 31 Ra 120' • © © o Red whet!shewn an aw -=_ ' p 4 49' I . . o • 4 (9) 1 A -0 °° A -A ►r-loo' Edge of Psrement o . Neh d (toles to " Notes m Ref tactor `� Wei RA c C - - - 9 3 llelbw ,_ Frame s c L - x °f Crrb " I • Red wtw a shmn a Edge of Pavement . . 4 4 S4S Timber Dbst on ping cn p ► p 33' 0 k- 29Psrrewlerrt3 0 iwsl R _..=p «a s ax N b • � 61 R c e Var. s 11 All11-mitmWP061I � 12 d Neils ' N 1 ,�,��y�� LEG EN D I ` e GUIDE POSTS PRIVATE ROAD INTERSECTION A w A �^-'M' �•�•^^ : _ ' I ; h; N'�' ' � � a� Guide Post ¢e T pe Reflectors I�uf"'""`""''""1 i i• =~1 rx �xe'Timb.r - X11 �i For details of j c�, - AUnreflectorized �� Color Front Back 1 I I ' '. • ' ' �' t t I I B Si n t "clear reflector A None None STATE OF CALI FO R N IA L -- 'O Anther Bloch M me al post see I 9k %" , �� `_-j (,t„deq�h C Three I clear reflectors C Clear t_� a None ne DEPARTMENT OF PUBLIC WORKS FRONT REAR FRONT REAR I � D Single 3" clear reflector I _ DIVISION OF HIGHWAYS wore: see M ETA L TIMBER TIMBER METAL J CULVERT E Clan 3-1 I-IV MARKER, . GuloE HORIZONTAL R F o uNrT w Ia CLEARANCE MARKER STANDARD STRUCTURES ` # ; 5ec A A oR oNTAL E L.ECT R e DELI N EAT(ON OF TRAFFIC ISLANDS GUARD �I�,G U I D E POSTS,ETC. s.,. Type E shown. For Types AAC D See table at right Revised z- S-58 Rewssr - 51 devises 9-23-51RevisedA-51 Cul.e.t Merlters I Relied risre�0 � d s_Zy-s7 Iblirtfeswey we.rNd 10-2s-�� Revised 5-23-55 I?evis+sd 12-54 Revised 5-3.54 Revised t-20-54 Revised 9-25-". 6L-+x-53 Revised Ie0.2-52 devised 4-3.52 �' �+ t firtr►d�� M! Awes t Swwy Irby u~fs Covert marMrs end Guide posts Rad Inferse0ions Re4lettors Gee hosts Calvert Markers P06" for Metal Guard FRaifinq Cuhwt Markers Pick out Holes 24 AS B�l No. 113 24 o�3`4 • _ __.. •^• STATC r[o[ww •ww[ct r. I r'fc+ I=•+[R +r CALIF S-SG-1268 (2) ; 25 34 , FEBRUARY I SPAN 2' 3' 4' 5' _ - 6 ' To Accompany Plans Doted 2. 1959 1 HEIGHT 116 2' 2' 3' 2' 3' 4' 2' 3' 4' 5' 2' 3' 4' _5' 6' 7 STRENGTH CLASSIFICATION A A A A B A A B A B_ C A B AB ABC DABCDAB AB APB C A B C D A B C D E A B C D E Vlil SBd 1268 2 25 34 To Slab T I 6/2 6 /2 6/2 6 /2 8 7 7 8 7 8 9 7 2 8 7'2 8 7 2 8 9 2 // 7 2 8 9/2 // 8 8 4 8 .� 8ra 8/4 8 9_z 8 4 8* 9/2 /2 8 .� 8 4 9 2 /2 %3 8 8 9 2 /2 /3 • r ; .� c / / / -7 / / / / / / 7 8 .7 8 /0 7 8 10 , 12 7 8 /0 /2 /3 7 8 /0 1213 _ o Bottom Slob T2 6 2 6 2 6 2 612 8 / 7 8 7 8 9 6 2 8 6 2 8 6 2 8 9 2 //4 6 2 8 9 2 //4 7 8 _ 6 6 7 8 BRIDGE ENGINEE TRUCTURAL 81NEER Sidewv/ls T3 6 6 6 6 6 6 6 6 _6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6_ 6 6 6 6 6 6 6 6 6 6 2 7 2 6 -- - LICENSE 509 a Size:Bar # 4 4 4 4 4 4 4 5 4 5 5 515 5 5 5 5 5 6 5 5 5 6 5 5 5 5 5 5 7 5 5 7 7 5 5 7 7 7 5 5 7 7 7 Bar numbers denote ' / / 12 / / / 12 / 512 / / / / / 7 5/ 5/2 7/2 7 5/2 5/2 72 7 6 /2 5 /i 5/2 7/2 7 6 /2 nominal diameters of APPROVED October 117 1952.1.x► . `.�.. U Spacing 42 42 42432 4 4 52 4 52 42 6 52 6 52 6 52452 6 425125252 5252 52 52 2 2 Len th 3-8 3-8 4-8 4-8 4-8 5-8 5-8 5-9 5-8 5-915-9 6-9 6-9 6-9 6-9 6-9 6-9 6-9 6/ 6 9 6-916-9 / ENGINE 0 7-9 -9 7 9 7-9 7-9 7-9 8-/ 7-9 7-9 8'/ 8/ 7-9 7-9 8/ 8 2 8-2 7-9 7-9 8-/ 8-/ 8 Z round bars in eighths d Dist. Top Slab-No. of 3 3 4 4 3 5 5 4 5 5 4 5 4 5 4 5 4 4 5 5 5 4 5 6 4 6 4 6 4 5 6 4 5 5 6 4 5 5 6 6 4 5 5 6 * _ 3 STATE HIGHWAY UCEWS U of on inch (Bar 6 4 �J CIVIL ENGINEER LICENS 2084 ,,o Bars Bot.Slob-No.of / / 3 3 3 3 3 4 3 4 4 4 4 4 4 4 4 415 4 4 4 5 4 4 4 4 4 _4 5 4 4 5 5 4 4 5 5 6 4 4 5 5 6 _.., v -e"Bars S ci /8 /8 /8 /8 /2 /8 /8 /8 /8 /2 9 /8 /8 /8 /8 /8 /8 /2 9 /8 /2 7 5/2 /8 /8 /8 /8 /2 /2 7 /5 // 7 5 6 9 7 5 4 2 4 • � S cern Number 6 6 6 6 6 6 8 6 8 /O /O 6 8 /0 /2 /2 /4 Notes For bores of height less than that shown in table, Concrete:C.Y. r Lin.Ft. 0./8 0.20 0.24 0.2 0. 0.29 .33 0.36 0.3 0.40 0.43 033 0.37 04/ .4/04 0.56 0. 4 0. _ 0.4/ 043 .4 .47 0.48 0.50 0.57 05210-641061071 56 0.58 0.65 .76 0.86 .59 .62 .68 0.84 O.Sao use next greater table height slabs, wall dimensions c Reinf' .' Lbs. " M 22 22 28 29 35 35 36 39 38 44 52 4/ 43 43 45 45 47 57 68 46 52 64 78 49 47 5/ 50 53 52 7/ S5-T5-7176 87 57 59 84 96 98-6 5 69 96 /02 //4 and reinforcing steel, and make necessary changes /n Area A 3 4 6 9 8 /2 /6 /0 /5 20 25 ./2 /8 24 30 36 42 bar lengths, number of spacers and quantities. H droulic Radius R .43 -50 .60 .75 .67 .86 /.00 0.7/ 0.94 /. // _ /.25 0.75 ZOO /.20 /.36 /.50 1.62 Neutral Slope % .83 .9/ .73 .82 .64 0.70 0.77 059 O 62 0.67 0.73 0.53 0 56 0.59 0.62 0.66 0.7/ Head Factor k /.301.07 .85 .65 .75 0.55 0.45 0.69 0.49 0.39 0.34 0.645 0.450 0.358 0.305 0.27/ 0.247 z� Entrance Co cit Q/o // l7 26 48 35 - 64 99 43 80 /23 /72 52 96 /48 207 272 343 Design Discharge Qloo /8 28 43 79 58 /07 /63 7/ /32 203 284 86 159 244 34/ 448 565 Case 17 orZff 60 3/ 2/ 2/ 30 2/ 30140 /2 2/ 12 2/ // /9 30 40 /0 19 ,3040 7 /4 7114 7 /4 20 6 1,3119 3/ 6 13119 3/ 38 6 /3 119131 38 Case 17 /00 / /00 32 32 /00 32 /00 122712127 // 25 65 /00 /0 23 60 /0 7 /5 7 /5 7 /5 25 6 /3 23 60 6 /3 23 60 /00 6 /3 23 60 /00 v Case .YI 32 /8 /812-6T1,3 /3 /8 /3 /8 23 9 /3 9 /3 8 /2 /8 23 8 /2 18 23 6 /0 6 /0 6 /0 /4 5 /0 /3 /9 5 /0 /3 /9 23 5 /0 /3 /9 23 10' 12' ' SPAN 7 8 - - J - 8' ,4� 51 6' 7� 8' 9' 10' 6' 7' 8' 9' 10' 12' HEIGHT 3 4 5 6 7 3 4 5 6 7 STRENGTH CLASSIFICATION A ' B A B A B C A B C A BIC A B A B A B AIB C AIB C D A B C D A B A B A B A B A B C A B C A B C A B A B A B A B C A BIC A B C Top Slab Ti 7/2 � 9 17'2 9 7/2 9 /0 7_/2 9 /0 7/2 9 /0 74 82 748/2 74 8/2 74 8z /0 7 � 8/2 /0 127 48 /2 /0 /2 8� 9� 84 92 84 92 8 � 92 84 92 /2 84 92 /2 84 92 /2 /_0 //2 /0 /l/z /0 // 2 /0 /l/2 /.34 /0 //2 /34 /0 //2 /34 O Bottom Slab T2 .7 12 8/2 7/2 8/2 7/2 8 /2 /O 712 .(92/ /O 72 82 /0 74 /O4 7� /O4 74 O4 74 IO�'Lll4 74 /O4 // 4 /.3 74 /O4 // 4 I3 82 /O3 82 /048 2 /04 8/2 /04 8/2 /04 /�3 8/2 104 /3 8�� lO4 �`3 /0 22 /0 /22 /0 /22 /0 /2/2 42 /0 /2/2 /42 /0 /22 /'42 Sidew_v//s T3 6 7 6 7 6 . 72 9 6 7 2 9 6 7 2 _9 7 _ 7 7_ 7 2 7 2 9.v 7 2 72 ,.- 4 // 2 7 ? 7 2 9 4 // _8 /0 . 6 .1.-/0- 6 _l0 8 /0 8 /0 8 /0 /2 8 /0 /2 8 /0 /2 9 z //2 9 2 //2 9 2 /l 2 91211112 /3 2'9 2 '//2 /3 2 9 2 /l 2 /3 - cz, Size:Bar'°` 5 ` 5 5 �5 511 5 6 5 5 6 5 5 6 5 5 5 5 5 5 5 5 6+5 5 6 7 5 * 5 6 ' 7 6 16 r 6 6 6 6 1 6 6 6 6 . 6 6 6 6 6 6 6 7 7 7 7 7 7 7 : 7 71717 7 7 7 7 Spacing /2 /0 /2 /0 /2 10112 12110 /2 /2 /0 /2 /2 /0 12 /0 /2 /0 /2 , /0 : l2 /2 /0 /2 /4 /2 /0 121114 /5 12115 /2 /5 /2 /5 12 /5 12110 15112 /0 15 /2 /0 /8 15118115 /8 /5 /8 /5 /2 /8 /5 /2 /8 3- /2 Length 7-9 7-117-9 7-117-9 8-018-3 7-9 8-0 8-3 7-9.8-0 8-3 8-// 8-118-118-118-// 8-// 9-019-0!9-3 9-0 9-0 9-31.9-8 9-0 9-0 9-312-8 /l-1 Jl 5//-/ 11-51H-1 //-5 //-/ /l 5 //-/ //5 //-9 //-/ 11-5 //-9 //-1 //5 11-9V3-3 13-,7113-3/3 /3.3/3 /3 3/3 4 /3 3/3 /4 /33/3 / -0 b Size:Bar#• 5 5 5 5 5 5 6 5 5 6 5 5 6 5 5 5 5 5 5 5 5 6 515 6 7 5 5 6 7 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 617 7 7 7 7 7 7 7 7 7 7 7 7 7 7 Spacing /2 /0 /2 10112 10112 12 , 10 /2 /2 /0 /2 /2 /0 /2 /0 12 /0 /2 101, 12 /2 /0 /2 /4 /2 /0 /2 14 15 /2 /5 12115 /2 /5 /2 15 12110 /5 /2 /0 /5 /2 /0 /8 15118 /5 /8 /5 /8 15112 /8 /5 /2 /8 /5 /2 Length /2-2 12-5112-2 /2-5122 12-6 /3 /2-2/2-6 /3 /2-2 2Z 6 k3-7113-4 13-5.13-4 43-5/3- 13-510-5 3-5 3 6 /4- 13-5113-614-7V6-2 13`5 /3-6 14-7 16-2 16-4V6-8116-4/6-8/6 4/6 8 /6 4 /6 8 /6 4 16-8117-2/64/6-8 /7-2!64/68/7-2 9-8 /9-8 29-8 Z/9-8 OZ 08 98 Z /9-8 20-2 C Size:Bar# 5 5 5 5 5 5 6 5 5 6 5 5 6 5 5 5 5 5 5 5 5 6 5 5 6 7 5 5 6 7 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 7 7 7 7 7 7 7 7 7 7 7 7 7 7 �` •�' / /0 /2 /0 /2 /0 /2 /2 /0 /2 114, 12 /0 /2 /4 /5 /2 /5 /2 /5 /2 /5 /2 /5 /2 /0 /5 /2 /0 /5 /2 /0 /8 /5 /8 /5 /8 /5 /8 /5 /2 /8 /5 /2 /8 /5 /2 Spacing /2 /0 /2 /0 /2 /0 /2 /2 /0 /2 /2 /0 /2 J2 /0 2 o Len 12-8 /3-0/3-8 /4 0/4-8 /5-D /5-9 /5 8 /6-0 /6 9 /6 8 /7 7-9 / 14-214-10115-215-10/6 2 6/ /7`3 /7-1 /7-///8`3/8-///9-8/8`/l /9-3 /9// 20-8 7-3 7-1 8`3 18 11/9-3 /9-1 203 //Z/3 2// 228 22-3 Z2-/ 23 823 3 23� 4� 2/-9 2Z` 22-9 7 -9 Z4- 4 9 5 26 3 - 126-727-326-916-729-39 " " S 6 6 6 6 6 6 6 6 6 7 6 6 7 8 6 6 7 8 8 8 8 8 8 8 8 8 8 8 9 8 8 9 8 8 9 /0 /0 /0 /0 /0 /0 /0 /0 /l /0 /0 // l0 /0 d Dist. Top Slab-No.of 5 5 5 5 5 5 6 5 5 6 5 Bars Bot Slob-lUo.of 4 5 4 5 4 5 6 4 5 6 4 5 6 5 6 5 6 5 6 5 6 7 5 6 7 8 5 6 7 8 7 8 7 8 7 8 7 8 7 8 9 7 8 9 7 . 8 9 8 /0 8 /0 8 /0 8 /0 // 8 /0 // 8 /0 /l "e»Bars ISpacing /8 /8 /8 /8 /8 /8 /8 /8 /8 /8 /8 /8 /8 /8 18 l8 /8 /8 /8 /8 /8 /8 /8 /8 /8 18 /8 /8 /8 /8 /8 /8 /8 /8 /8 /8 /8 /8 /8 /8 /8 /8 /8 /8 /8 /8 /8 /8 /8 /8 /8 /8 /8 /8 /8 /8 /8 /8 /8 /8 S cers Number 26 30 30 34 38 26 30 30 34 38 42 32 36 40 40 44 48 48 46 46 50 50 54 62 o Concrete:C.Y.per Lin.Ft. .49 0.58 0.52 0.62 0.56 0.68 0.80 0.60 0.73 .86 0.64 .7 0.9/ 0. 0.66 0. 0.7/ 0. 0.75 0.7/ 0.8/0.98 0.76 0.8 /.04 /.2 .80 0.9/ 1.12 /.34 0.8/0.98 8 /.04 0.9/ /./0 0.96 /. /6 /.O/ /.23 /.52 /.06 /.29 /.60 /.// 1.35 /.67 /.20 /.4 /.26 /.54 /.33 /.6/ /.37 /.68 /.98 /.43 /.75 .07 /.54/.90 2.23 a Reinf' : Lbs. 95 /// 100117 1041211/4 /09 /2 /53 11511331160 /03 /2/ /0 /27 //2 /3 //8 /3 /64/24/43 /7/ 203 /29 /49 177 2/0 /43 17511,491182/55 /88 /58 /92 /65 /99 236 /7/ 205 243,1741 209 248 /97 35 201239 07 246 2111250007218 25 /4 228 27/ 29 Area A 2/ 28 35 42 49 24 32 40 48 56 64 40 50 60 70 80 90 /00 72 84 96 /08 /20 /44 H drou/ic Rodius R 1.05 /.27 /.46 1.62 /.75 1. 09 /.33 /.54 1. 71 /.87 2.00 /.43 1.67 /.88 2.06 2.22 2.37 2.50 2.00 2.21 2.40 2.57 2.73 3.00 Neutral Slope % 0.52 0.54 0.57 0.61 0.64 0.50 0.52 0.54 0.56 0.59 0.62 0.47 0.49 0.5/ 0.52 0.54 0.56 0.58 0.46 0.48 0.49 0.5/ 0.52 0.56 Head Factor k 0.423 0.332 0.28/ 0.247 0.224 0.404 0.3/4 0.262 0.229 0.206 0./89 0.288 0.238 0.205 0.183 0.165 0./53 0.14.3 0./89 0./67 0./5/ 0./38 0./28 0.//4 Entrance Capacity /o /12 /73 24/ 3/7 400 /28 /97 276 362 457 558 247 .345 453 57/ 698 834 976 54,3 686 838 /000 //70 / 540 Z Q Design Discharge / /85 285 398 523 659 212 326 455 597 753 92/ 407 568 747 94/ //50 /380 /6/O 896 //30 /380 /650 /930 2540 Case IT or J= /2 20 /2 20 /l /9 26 // / 26 // /9 26 9 /7 9 /7 9 /7 8 /6 23 8 /6 23 32 8 /6 23 32 6 /5 6 /5 6 /5 5 /5 5 /5 22 5 /5 22 5 15 22 4 /2 4 /2 4 /2 4 /2 /8 4 /2 18 4 12 /8 D � 9 7 / 8 /8 8 /8 7 /8 30 7 ' /8 30 59 7 /8 30 59 6 /6 6 /6 6 /6 5 /6 5 /6 30 5 /6 30 5 /6 30 4 /2 4 /2 4 /2 4 /2 /9 4 /2 /9 4 /2 /9 Case IY /2 24 /2 24 // 23 37 // 23 37 // 2337 8 8 v Cose pI /0 /4 /0 /4 9 /3 /7 9 /3 /7 9 /3 /7 8 /2 8112 , 8 /2 7 l2 /6 7 12 16 2/ 7 /2 /6 2/ 5 1215112 5 /2 5 /2 5 12115 5 /2 /5 5 /2 /5 3 /0 3 /0 3 /D 3 /0 /5 3 /0 /5 3 /0 /5 T3 S T3 For culverts of T3 S T3 Z a Invert l Q: --- rode,provide ��2"R d. k04Spc,, s 1;6,-*Ctrs » 4 @ /8 ea. way • _sl c See Tobe }' c Bars n' 8•adjust quantities. o: o TOP SLAB F IL L E T 71 a• o, a. V 0 0 P:.o. p •,ov P• P ��'p .' '� �, A D' v0- :D 0.' o. d . PD .dSt'Ft.) 2 34 5 6 7 8 /0/2 „ N v:• P: O:'' ` ' I ' V - 4 4 5 6 7 AL TER/V•4 T/VE FLAT INVERT N » ao ad" Bars ~b» e s ,� Filet tin 2 2 2 .3 v a d B rs v ' Provide paving p = I' 'a :° e, o:p .a .V # " » p'.A notch for cu/vents is Z S 04"d»Bars .2 S .o. v'o. o 0 0 . v. .o. „• :.y p• • O o p .0'. '1=:.� 'i." L :a D, S 4d BarS .2S rd�•p:. 4 p ; at grade where : o 14 P.CC. approach v e '' 4» » a '� paving /s used. p: '9`4"e"Bars •:;. a Bars i o 40 Z e'e. ��' ` Z *4 Spacer Bars o r / v. .D S/o 6�/ S ope '/ In verf E/e �:• '.': ~' ° #4 "d"Bars_ �c 4 d Bars n o q-: T; ' '.o: ,: a ' 'o t ro :ef.'c`.o.::•: NIA s.. o• a. :. / :p a o slope Y4 'po DEPARTMENT OSTATE OF FAPUBOLRC WORKS Slope ► D b B rs DIVISION OF HIGHWAYS A* v" B rs _ • a Bars �_ d E ALTERNAT/VE ...".. ,' i p •.:, BOX CULVERTS n ,\ :a ° a.','o:. o a :'a, ; .a:.a: . STANDARD SINGLE V INVERT TRAPEZOIDAL" INVERTzs•o _:-�-.r � d• CBOPS of 34P TYPICAL SECT/ON 2' TO 6'SPANS T YP/CAL SECT/ON 7' TO /2' SPANS w SCALE BRIDGE FILE DRAWIN6 1Pl 3 CD A�56 Z� As Fav I� - CORRECTIONS BY ��C' tea ' DATE A! el-s'9 ARNO", --- -- •[O. ROADSTATE FISCAL ! E[T AO. OTDIST.NQ YEAR % 04 2 CAL. sir��Ilt) 2 G .do. SPAN 4 5 6 8 ° BHT Cow.*v 11ovTe [xTaa 8H 7 8 {//�� sed �-ew 1 Z4 HEIGHT 2 3 4 2 3 4 5 3 4 5 6 4 5 6 , STRENGTH CLASSIFICATION A B C A B C A B C A B C A 8 C A B C D A B C D A B C A B C AIB C A B C D A B C A B C A B C A B C D A B C D _ •RfpOE L/dQIN[[R •TR{KTYRALRNIGIN[[R 1rCMllfd! ti Top Slab T, 6� 6% 8 6i 6� 8 6� 6� 8 7 7 7A 7 7 7% 7 7 714, 8 4 7 7 7� 84 7 2 7 3 8� 7�2 7� 8� 7� 7� 8� 10 73k 7i B� 10 8 i N 8 z 10 8•� 8 410 8 = 8 10� 12� 8 8 1 12 - 0 bottom Slab TQ 6 7/ 9 6 T 9 6 7 9 6 8 9 .6 8 9 6 8 9 1 0 6 8 9 10 6/2 8 9A 6y2 8 93 6 i2 8 934 1 1 6%t 8 9 11 7� 10 I 7kz 10 II 7 10 11 4 7%¢ 10 I t i4 13 q 7 I O 11 .14134 '�P'R o � '• • ;°, V - Sidewalls T3 6 6 6 6 6 6 6 6 6 6 . 8 6 6 6 6 6 6 6 616 6 6 6 6 6 . 616 6 6 6 6 6 6 6 6 6 7 6 6 6 6 6 6 6 6 6 7 T 7 7 7 7 7 T Ze4 iTATR NN!►/WAY CII►IL fA10NR[R Lll"El�l � ' Jill: Bar''r 5 5 4 8 5 4 5 5 4 5 5 4 5 5 4 5 5 4 4 5 5 4 4 5 5 4 5 5 4 5 5 4 5 5 5 4 5 5 5 6 5 5 6 5 5 6 5 5 6 6 5 5 6 6 S a in 14 13 I I 14 13 11 14 13 11 13 19 11 13 t3 11 13 13 1 1 10 13 13 Il 10 12 12 10112 12 10 12 12 10 , 12 12 12 , 10 12 ,110 12116 10 12 16 10 12 l6 1O 12 16 14 10 12 16 14 �oAcompany Plans Dotftd� ��y 4195159 c Bar numbers emote • �� Len th 14.9 14.9 14-8 14-914-914.8 14.9 14-9 14.8 17-9 17-9 17-8 17-9 17-9 17 8 17 9 17.9 17.8 17.8 17.9 17.9 17.817.8 0-9 20-9 20-9120-9 20 0.9 0.9 20.8 209 -9 20-9 20 S 1-1 6-9 26-9 10 26.3 26.9 2640 -9 26-9 26.10 27-I -I 27 227.2 Z7-1 27-1 2T•2 27-4 I b sire Bar 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5_ 5 6 5 5 5 6 5 6 7 5 6 7 5 6 7 5 6 7 7 5 6 7 7 nominal diameterS spaci 14 13 11 14 , 13 11 14 , 13 11 13 13 1 I 13 )3 I t 13 13 I 1 10 . 13 13 11 10 12 12 10 12 12 10 12 12 10 12 12 12 to 12 10 12 16 10112 16 10 12 16 10 12 , 16 14 10 1 12 16114 of round bars in ' k. J Len th 14.3 14 3 14.6 14.3 14-3 14.6 14.314.3 14.6 17-517-5 17.617.517-5 17.617-517-517.617 717.5 17.5 17-6 17 7 20-5 -5 207 20.5 -5 7 20.5 20.5 20 7 9 5 - 20 7 21-1,26-7126.7 269 26.7 Z6-7 6-9 26.7 26- Z&9 26.11 7.0 27.1 7-5 261127.0 27-1 .27- ei hfhs of a/7 i1x�r, I Size : bar 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5, 5 5 5 5 5 5 5 5 5 5 5 5 6 5 5 5 6 5 ; 6 7 5 6 7 5 6 7 5 6 7 7 5 6 7 7 q I4 13 11 14. 13 11 14 13 11 13 13 11 13 13 11 13 13 1I 10 13 13 11 10 12 12 10 12 12 10 I2 12 10 12 12 12 10 12 ro ' 12 16 1O 12 16 IO 12 16 10 12 16 14 IO 12 16 I4 CIT-2 17-2�17.2 1 T•2 1T•3 - ,c Sarin ' • ` ` Len th 9.0 9-O 9-0 9-09.0 9.0 9-019-09-0 11-0 11-0 11-0 11.0 II-O 11.0 11.0 II-0 11-0 11-0 11.0 11-0 11-0 11-0 13-0 13-01 0 130 13.0 0.0 13-0 13.0 13.0 13-0 13.0 13-0 13-0 13-2 t7-0 17-0 (70 17-0 17.0 17-0 17-0 17.0 17.0 17-2 17-2 17-2 Note: For boxes of hrs�r' h7F less 'Q ~d"Dist 7,op S/ab-Hao 12 9 9 t2 9 9 I2 9 9 12 9 9 12 9 9 12 9 9 9 12 9 9 9 15 t5 9 15 15 9 15 15 9 12 15 15 9 1 I8 IS 15 I8 I8 15 18 18 15 18 18 15 18 18 Is I5 IS 9 • Bars Bot Slob-Na of 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 12 12 9 12. 12 9 12 12 9 12 12 1219 12 15 1 15 15 15 15 15 15 15 15 , 15 15 15 IS 15 I S 15 18 than that shown /n tab/e, use + Size : Bar*' a ' 4 4 4 4 4 4 4 4 4 4 4 414 4. 4 4 414 4 4 4 4 4 4 4 4 4 4 4- 14 4 5 4 4 5 5 4 4 4 4 4 4 4 4 5 4 4 5 5 4 5 6 6 next greater table heights/abs, � • e Bars • Spacing ►8 18 18 18 18 l a t 8 15 9 18 18 118 18118 1 s 18 IS 15 11 18113 9 8 18 18 18 18 18 16 . 18 16 10 12 118 10 10 i 8 18 18 18 18 18 12 18 12 12118 10 1 l 8 14111 110 , 8 cwt// dlrnensrons orx�'rein�l�inq � spacers Numbvt 30 34. 8 30 4 34 38 6 36 40 44 50 .54 5 8 62 6 2 steel,and make necessary • '� 4'n.Ft. Q69 0.T70.890.7710,t340- -92IA3 Oa O. 1.04 0.911.02 1.10 0981.09 1.18 1.28 1.06 1.16 11 1,86 .1 1,1 1. 1.17 I.L6 1.43 I.Z51.34 1.51 1.68 1.32 1A1 1.581.85 1.60 1.82 .12 167 1.6 2.? 1.74 1.96 2.27 1.922.142.452.71 2.0 2.2 2552$6 changesin bar lefWhs, ourn6er • _ j carxr etv : C.Y. M M IOT 110 J 12 I t t 115 (17 116 t20 t26 1281126 12 g 13 13 T34113211351147' 13 S 13 l44 155 1 62 162 161 {641163 ,1681169 I TI 20 172 177 183 222 240 251 258 244 256 265 249 2631275 2`' 85 27 26012811301046 of S cars crud uanfit%Qs. a Reinf.: Lbs. 8 1 2 0 2 lam' 9' y Area A 24 36 48 30 45 75 54 7 90 108 96 120 144 168 I I Hydrau/�c a►dius R .6 7 .8 6 1. 0 0 •71 1. 1 1.2 5 1,0 0 1. 20 1.96 1. 50 1.33 1. 54 I. I 1.87 2.00 ' Neutral opQ .6 .64 .59 2 .6 •7 . 56 . 59 .62 .66 . 5 . 54 6 •5 •6 ; 89 Head Factor .7 .4 ,69 _ .3 _, .34 .450 .358 _ .305 .2 I 14 6 .229 06 .t EnT Cpac��to 105 _ 9 29 7 6� X16 288 444 621 _ 81 591 828 1086 1371 1674 �_ - _ - 9 0 47 102 134 97 1365 1791 5 763 Design rsal�r a roo 174 X21 489 ! 52 - x Carse It or _ l0 23 3t3 10 23 38 10 23 38 6 16 24 6 16 24 16 24 1 6 16 24 31 _4 12 20 4 12 20 4 t2 0 30 4 12 20 30 2 10 17 2 10 17 2 10 17 2 10 17 25 2 10 17 25 •For culverts atyrode,exte/�d o Case 9 27 60 9 27 6o J 27 60 6 17. 28 17 _ 40 6 17 28 40 4 11_ 22 _4 1 l 22 4 1 I_ 2 36 4 t 1 22 36 2 9 _I8 2 9 IS _ 2 9_ IS 2 18 29 2 9 18 29 Fbars fv// /ength,tops/ab Z Case ]�-- -- -- 9 i 8 2T 9 18 27 - - -9 18 2 7 --- 6 Id 2`0 6 I� 20 6 t4O 4 6- 14 20 24 4 1 t 17 4 1 1 17 4 11 1 T 24 4 l 1 Z 2 9 15 2 1 2 9 15 2 9 15 2 1 2 9115 2 I _ - _ -- an✓y,provide additiara/ spacers h S PAN 10 12 ®/8- and od�ust quantities. • HEIGHT 5 6 7 8 10 6, 7 8 9 - 10 12 Provide pavinq notchfor culverts promb STRENGTH CLASSIFICATION A B C A B C A ' B C A B C D A� 6 C D A B C A B C A B C A 6 C A 8 C O A B C ctgrvdPwhPrrxcar� 6 bars .1v�_ paving is used. Top Slab , 94-4 10'� 13 9 10� 13 9�1► IO�t 13 9 r10 13 ' t5 1.9 10 13 I5 10 12 l4 10� 12 I4 10 t2 14 10 I2 I4 18 10 12 14 18 IDS 12 14 18 S T S T S 1� 4~ ` Bottom Slab ' T= 8� 11.¢ 13 8� i I'� I3y 9 . 12 14 9 12 t 4 16 9 12 14 l 6 93/4112N 15� 9 12 15 I 0 13 I5 t 0 13 15� i9 410 413 16 PA 10/ 16 19� - T � - a _____ - - Sidewal 5 T3 6 6 7 8 • 8 9 h0 6 7 8 9 9 9 1 0 . 12 9 9 10 12 '�4 3po+cerl c~bars Sire : Bar 5 5 6 5 5 x 6 5 6 5 5 6 6 °S •5 6 . 6 6 6 7 6 6 1 7 6 6 : 7 6 6 -7 7 , 6 6 7 , 7 6 6 , 7 7 018 Space 12 11 12 12 1 1 I 12 l2 1 1 12 12 1 1 I2 10 12 11 12 10' 12 13 14 I2 13 14 12113 14 : 12 13 14 11 12 I 14 1 I 12 13 ! 14 I -- i 40. 41-1 ' 9.1 9.1 40-5 41-t v :04 .o v4- o ti'. a ?-I a • L Pngth 32-9 _ -9 32.10_32-9 32.9 321D 33-133-1:33-2 -533-5 3-6 3�6 •5 3-5 0 2 38 39 9-I 39 2 39239. 39-6 3 39-9 39� 39-040-( 1,40-1391039 1. .o. _a 2 A Z. . ,. .o, e;,,, Sire: "Barr* s 6 7 6 +6 T 6 ' 6 7 6 6 1 7 7 6 6 7 7 6 7 8 6 7 8 6 1 7 8 6 7 8 8 6 . 7 8 8 ' 6 7 8 8 '.� M 4 L . • v v ; c. V pa'cinq 12 1 1 12 12 11 12 12 11 12 12 , 11 12 10 12 11 12 10� 1Z 13 i 14 12 13 14 12 13 ! 14 12113 14 , 1 1 I2 13 14 1 I 12 13 14 ( f � � � b' a a"bons � v ..� • t --% -N 9.8 99.1144• 41-8139-8139-1140-641-61 .s e Q en 32-9 •IC 3-! 332.10 33.1 33.1 33.2 33-5 •533-6 33-9,34-t -5 3-6 34 2 34.9 38.1 39-3 39-1 39 3 99.6 39.5,39 7 39,8 -1! 40.2 40$ " s � +� ► � 7 8 18 6 7 8 � 8 , 6 7 8 8 � :••o� .25 S 4 cd"Dist.bar .25 S � +� ,:. .o: • �•• � .� Size: Barr 6 6 7 6 6 7 6 6 7 6 6 7 7 6 6 7 7 6 7 8 6 7 8 6 7 8 6 ,. , , a ' C SparCin 12 11 12 12 I 1 12 12 1 1 12 12 1 1 12 10� 12 I I 12 10 VZ 12 13 14 121131W, 12 13 1 14 12 , 13 14 It l2 ! 13 14 , 11 12 13 14 11 h le*bars Len th 21-0 21-0 21- 21-0121-021- 21.2 21-t 21 21.4,21-421-4 21.4 21-4 21-4 21-6 21.8 25 25.0 25.0 25.2 25.2 2.^2 25-4125- 25. 25.625-6 25.6 5. 25.625-6 25.8 26.025-6 5-625• 26-��I = o 14 Spacers @ /a"- Ci - c :. M N • 11361271-30 I �• �.0' •� d Dist. Top S/ab No. 21 2I 24 21 21 2421 21 124. 2 1 : 21 24 27 2 I 21 24 27 27 30 3312 7 30 .=�3 27 : 30, 33 27. 30 ?� ,36 27 •30 33 36, 27130 33136 *4 � - Bars Sot. S/ob-Nao 18 18 24 IS IS 24 18 18 , 24 18 18 241 27 18 18 ; 24 27 24' 27 33 241 27 33 2412733 2427 3336 P-4' 27 .33 36, 24 27 33;36, .25 S 4d Dist. bors .25S �- 4 � �8�` • F . Size: Bar 4 4 4 4 4- 15 4 ' 4 5 4 5 6 6 5 6 ! 7 7 4 4 5 4 4 5 4 1 5 6 4 5 6 7 5 6 7 7 1 5 7 8 8 ° B ears 'o"born Invert Elev. Slope l2 Spacin 18 I8 12 l8 12 • I2 18 r2 1 1 12 11 1 1 9 1a 10 : 1 I 10 18 13 14 . 18 13 12 16 1 14 1 � 12 I3 l I 1 1 12 13 I2 12 1 I 12 12 10 - S acers Nurr,ber• 66 70 70 90 96 70 74 92 98 98 110 A a Concrete: C.Y. Per Lin.ft, 2.20 25 AI .27 2.64 9 2.50 2.8 713,32 2 69 309 .54 .94 2.90 29 3.89 :45 2.86 3.38 3.94 3A4 57 4.13 3.27 381 438 3.50 4.05 4,62 5.52 3 64�424 4.91 6-15,3.8514-4315-16[644, cr Reinf' : Lbs. "' " " 311 332 411 315 340,1422, 319'13451435P91380 468 528 364 406 499 562 402 450 543 409 4 555 435 48 59 4471501:6t7T751460 515 626 766 47715501666820 " ti C" hors a b, bars { y A ro a' A 15 O I S O 21 O 2 4 0 3 0 0 216 2 5 2 8 8 3 2 4 3 6 0 4 3 2 Reinf. for walls under 8 RPinf for u�a//s 8 and over N draw/ic Radius R 1.67 1.88 2.06 2.22 2. 50 2.0(-,' 2.21 2.4 0 2. 5 7 2.73 3.00 v Neutral -Slope % .49 .51 .52 .54 . 58 .46 . ' .48 .49 .51 •52 .56 N Head Factor _ _k_ _ . 238 _ .205 . 18 .1 6 14 . 189 . 167 151 . 138 . 128 114 Entroixe Cv i co 1035 1359 1713 2094 2928 1629 2058 0514 3000 35 !0 46 O Desi n Dischar loo 1704 2241 2823 3450 4830 2688 3390' 4140 4950 5790 7620 TYPICAL SECTION CasefforYlll 2 10 17 2110 ! 17 2 10 ; 17 10 17 + 25 2 10 17 25 2 8 15 2 8 15 2 8 15 2 8 15125 2 18 1525 : 2 8 15 25 --- o Carse .ZY , 2 9 1 8 2 9 18 2 1 9 18 2 9 18 2 7 2 9 (8 2 7 2 8 15 2 8 15 2 8 1 5 2 8 1 5 27 2 s 15 27 2 8 15 27 , • Case ?tI 2, 9 15 2 ' " 15 9 l5 2 15 22 2 9 15 2 2 2 6 13 2 S I3 2 8 13 2 9 13 22 2 8 13 22 2 8 '3 22 STATE OF CALIFORNIA 0 EPARTM ENT OF PUBLIC WORKS TOP SLAB FILLETS DN15ION OF HIGHWAYS �`��' ' STANDARD TRIPLE BOXCULVERTS Fd-' (in 1.; .�, 21.3 SCALE 7-4 ofCD , 3� - /-9-56 'Rev�sed, Sloped /nvert w H -58 AS BUIL . CORRECTIONS B�' - DAT o- P3- • , Ilk PRA STAT[V FISCAL µ99T TOTAL NO wI CNO •&AR NO. S"99TS �, F..-.• 1 1 CALIF. S-S6-1268 (2) 27 34 r FEBRUARY GENERAL NOTES To Accompany Plans Doted 2, 1959 } SKEWED PARAPETS nowr C04'" nourg sac r-040 S»s.T TOT& N p + . DES/GN NOTESLOCAT/ON NOTES CONT D slow VIII SBd 1268 2 271 34 r ►a ` Spon 3 45 6 B /D 2 ur Angle SPEC/F/CAT/ONS: A.A.S.H.O. doted /953 with subsequent mod- DES/GNAT/ON•• Show onplans as Spon x Haight-sfreorth C/osslficofion- BAR ; ., ificotions and Bridge Deportment Supp/emenf doted 1953. Case x L en 1h: thus 4x 4-.4-?ad'x 60 followed by o/Iernotives. O=/5' i. s Octobe'-/O /95� LOADS: Live Lood=one H2O-S/6-44 truck with 30� im ocf far ATE A / n / d r " "F/of /nva►f or � BAR A.,+wtD Z 1 ;w;w, p L RN T VES. In will be Slop unless Trapezoidal love f , Nara 4 4 5 6 7 B B �.,.. . o// cover depths. Neglect /i ve load when on single spores cover► "V-/overt is included in designation. End's of cv/v O will be rounded unless /s P 3 I 3 13 3 3 3 h Q! - is more than 8'ond exceeds s nor on rnu/fi e s ons cover uore Ends"ore desi noted. Parapet on culverts with over P'cover will be =� B� Bay nvmbers denote nominal diameters of " N`�N'""'Y '""" G1"11 `M° """� Po i� p S4 g p /Yo. 4 4 7 + •: hh: exceeds distance between faces of exterior wells. Culverts /=0"unless " ft. porope?4 designated. Such des►gndtions may be 3/• 45• BARS 3 3 3 3 3 1,713 round hors in eighths of on inch./Bar 16=3/4" o/ grade treated os bride with wheel /ood on invert slob different l O_45' 4 Hoop /2 Ctrs. Length of cu/vert �•` g , or inlet and out/et ends. 1 z distributed over 7.0' tronsverse/y and breadth of culvert QUANT/T/ES' Quantities ore for estimating 017/y. They ore for the o/teinote Cs >' ' longi>udino//y. Live /ood distributed thru fill as follows:- flat invert slob and do not include splices in longitudinal o 2" No/s: Hey hf and bolter of ca b `� J* L e, of Culver t�, Tronsverse spread=/.2t/.6F; longitudinal spread=l.5o,/.5F. bars nor concrete and reinforcing for special coverage. Lengths -- - a �, c� " may be varied to conform to approach curbs. •� Eorth load of /20 lbs per cu. ft. and ars equivalent fluid of "b "and "b,"bors are some. Var bendin of "b;boys to surf VOrs a o $ I 3 (Sege special Provisions y g � �I Z °o - for rail element. 7 pressure of 36lbs per cu. ft. (both reduced 30Z for balanced bottom slob. � '_44 a r� ' design) and modified for bedding and baclrfi// conditions. SPEC/AL COVERAGE: Where culverts are constructed adjacent to _ 3 o -Skew A ,1.411 4 Bars V f °i UN/T STRESSES.' fs=20,000 psi; fc= /,000 psi; n=/O; u=30O,osi; so/> wafer, thickness of concrete she// be increased to provide• •� rr .;' N a- ,: o, /"Radius ¢Cu �>r _ v= 90 psi. Reinforcement to be round deformed bars. Embed- 2"Covera a between steel and exposed surfaces. Where scour ':.:. :;::: N g p -- 4 Hoops [d /2" i 4Dowe/s �' /8 4 meet is / �i Did. clear, min 1, except as noted. Hooks sho/l is anticipated, thickness of bottom slab shall be increased to Tot,f-44- Radius 44• -Nloin �+e�inf f Radius of rounding: conform to Manua/ of Stondard Practice, A.C.I. BQcking for provide 2 minimum coverage between steel and exposed surface. "f"Bars 4"! •�f.���C but not less than hooks is 4 diameters. Bor splices to be 20 dlomefers,un/ess noted. -� J� or spnrers. nor snore than Ta Deformotlohs shall conform to A.S.T.M. A-305-49. Distribution - d"bars; Covey Vvto Spon length, top slob= ,mar. 50 Z. WITHOUT RAILING W/TH RAILING PART PLAN — SKEWED Cover "O"to span length, bottom slob= , -, min. 25 x USS OF STANDARD PLAN Cover exceeding span length, top and bottom slabs= 25 9. "STRENGTH CL ASS/F/CAT/ON; symbo/iced by the letters ~A,B,C,` etc., of the top of the dote tab/e is mere/y o convenient desig- p,4 RA PE T DE TA/L S FOR SINGLE SPAN CUL VER TS notion for o porficulor structural section for o culvert of any given opening. /t is dictated by two factors, (/) the methodLente>h o/ culvert_ _ Len th of Lu/vert CONSTRUCT/ON NOTES of bedding and backfill, and, (2) the cover or depth of fill over 'If"Bars. Runt gvlesr SPECIFICATIONS: Stondord Specifieotioas, Division of Highwoys, the top slob. For convenience, bedding and backfill conditions caries bons length of parapet, -T: and Spr�elo/Provisions o►ccornpdnyinq plans. ore grouped info "Cases*'1r ZIr,=, .Y�', which ore illustrated 4 Hoops inner bars to spans Rod.-i Inferior wall IYe ed Const. ✓1. `• by sketches and described in the "Location Notes." W/1h little - MAX/MUM COVER: Strength Classification shou/d be reviewed in of no information on soil conditions, assume CoseZ or 2Z Curb c efoi/s Simi/or• __ _ _ _ __ __ /n those obove. the field offer foundation is exposed. /f excavation disc%ses -- '- � ----- --- -- -- foundotion materials different Mon presumed for design,the I,CJ �, ° "'; "/'"Booms ~•• ' . design should be reviewed to determine the necessity of m- Radius of rounding= Stronger culvert section; ®-Improvement of bedding and/or EXAMPLES -£ but not less than 4" ®-Method "B"bockfill,(see Standard Specifications), AS DESIGNER= /t hos been determined by hydraulic study, or oche/ oar more then r5 i except vertical faces of trench shall not be more than /'oafs&& reasons, a std. /O'x 8"culvert 60'/ong is required, lobe con- ICY/THOUT RA/LING WI TH RAIL ING PART PLAN— SKEWED dimensions of the structure.) structed in the open (no trench) on a yielding foundation and EXPANSION JO/NTS: None in invert slob. Finder cover less than under /3'cover. span length, place PZexp.jt. materia/ in top slab and side Procedure---From the sketches of Cases and Location Notes if is walls in dividing strip or outside shoulder. Under cover some found bedding and backfill conditions conform to Case 3W. PARAPET DETAILS FOR MUL T/PL E S_ CULVERTS than spun length, place expansion joints in top slab and side- Enter the table of the 3rd line from the bottom(CaseZ or=) walls on/.y at 30'f Ctrs., and additional joints, as directed by and select the 2nd column under the 8'row where cover depths the Engineer, at locations of change of foundation material. tc/4 ore a//owed. Move to the top of this column, where the' _ 4_:.o" • CONSTRUCT/ON LOADS: Construction loads heavier than /ego/ loads required "Strength Classification"indicated by the letter "8"wi/1 � � � Roodwoy Roadway? Roadway not permited until concrete hos reached a strength of 3000 be found. Fina/ designation. Std. /O:r 8=B.2=x 60: :: .: a Compacted Method psi and structure strutted and cushioned as directed by&ginee� g •_ mbon/rmenf AS RES/DENT ENG/NEER: It discovered in making the excavation ` `�� ��-a•. `�,� �'•�'������ v�� Loose � backfill fcr the above cu/vert that the foundo>ion is hard instead of `,� " G L. o Pace f-beam(min wt), ? ca 8 ctrl. ___ v BocA'fi// ie/din as expected and that compacted backfill will be used. =thi0ness of slab in yielding P height , From inform.otiun on the standard plans if is ascertained this grade top Calvert only and G.L. f El LOCATION NOTES - omit cover s/ob. situation 10 be Case .�, which for o /3 cover requites Strength New construction . Existing canshwclion HYDRAULICS: If slope of natural channel exceeds �eutrol slope " Classification "C." Accordingly, Change Order should be iWidW /N TRENCH ON SUBGRADE UNDER LOOSE BACKFILL of culvert entrance copocity for /O-yr f/ood(Q�o)cart/ usuo//y col;'ing for este /O"xB=C-� x60: CASEII orZ1t CASE YI orZl' CASE.IZ*or=7 determine size. Otherwise compute foto/ head= (- -)j(/.05410 ), UL T EX TE . where "k"is head tactor, "L" VER NS/ONis length of cu/vert end Qbo the B� DD NGA ND BACKF/LL /o0yr. f/ood, and compare with allowable head. Tobulated ele- menls ore for full nominal section. I MAXIMUM COVER' A/lowob/e depends on bedding and backfill. Use: STATE a GAuioam%^ CASEZ-For construction in trench on hard foundation. UPAQTMfiWT Of PUOLiC W0IkK5 ' AVIs1pN OT NgNwIAYS CASE)For construction in trench on yie/ding fouadofion; o/so • if Method 'B"backfill is used. CASES-For construction on hard foundation. STANDARD BOX CULVERTS I - CASES For construction on yielding foundation also on hard M/SCFEC L ANEOUS DETi4/LS 2•t o�3�I '; � foundation it Method "B"bocd�fl// is used. ' " �► SCALE BRIDGE N0. FILEXJI"' DR AWINGt4D. 1'13 For further information on Cosec see Ca/ifanio Cu/vert Practice � Arviseo 12-54 2eviset/ /-5-56, Qw-M?9 DeAods XS-I-2-9 Deleted Std Spec. NtAvq A -59 — - _ AS BU1 V A CORRECTIONS BY- DATE YDAT - m- 23-sf �u r r --_- i- `R• STATE rEDERA. PRO,CZT hU ► *a wfr +.+/LT �<7tAL - CALIF S-SG-1268 (2) ! 28 34 rFFEBRUARY To accorn vany plans dated- 2, 1959 - ,q See Specio/ Provisions" s •� ', 6� 3"Max. 6�3'Mox, for roil elemerl. To„� r �---- -- -- - --a - - - - - - � �lBtCtr'S. /PjilO�%l/s D{Mu/�O�%/X� � ��uf /70�/�!►SS c�... R,.... - - -i _- With nailing '*4�/B '� D• • . ., �L 1 % t /i both {aces thsan 4 or•more than he thickness w thou Railing boli was 8 of box Wa//. 1 VIII SBd 1268 2 28 34 - ` 5/e"Min. Bol% _ _ o ►4 y - - --- ---� C web os +� - - -- - * M i ,, = ,�• 1 ''� r - - -� f Bons See M�sc _ i 1 necessary - NGINEE gT TURA i Delod sheet - - - - - - - - - - - - _. obe �K52 j 1 L Slot holes for �,yc- `� �Pourrdin 6 /5.5 pose 9 1 I, ,.� ISI C / I - -- - vert. odjus/mens. / , I ' C' ' I I STATR NIONWAV ENAfNf1ER 1 i �� � I / GVIEt.wNeER-Lf + 1 3/2 2"Bo/ISI�I a II " 4x �" w w Weld 4%4 pods o / 2 x 0 7” wosher • •C ''� Z=0" Z-#4 �. � BO// 'w 3 /- �4 X/ -2 BO �- 8 3 shim post as required T 48-3 EL EVA TION I o SECTION , z' Extend a// _ • � _ " _ /.5H r I / NOTE://T e c Ao a wa// T .Q bars rn box wa//s 2 C yP ' SECTION A—AiX info hGadwa//s or•Endwa// is designated, PA IL /NG DE TA/LS 3« ! %n // /ayo&, ,plans w.,//show + - Scc/e. /"_/=O r - --, �Pourad y L.. E/ev a" Angle of-li re, • al T48L E Of REINFORC/NC STEEL TYPET' WALLS i � � M R p 3 4 5 6 7 8 /O /2 - - • h" ro •%•BARS 'k " Bar No. lr 4¢ : #S ! "S 43 #.S x5 - TYPE C Bars S i /2 L`� /O 9 8 7 6 5 " No 8 S 6 *G 7 aT #7 7 Bis Buinber! 2 2 3 3 3 3 3 3 SECT/ON C-C I � NOTE:Dimensions S"hl' TYPf I� "F Thickness ofadJo/ilrn9 D 1 E box wa// th.,ckn ess o/ walls and 1 i Exttnd a// /ongifud / bottoms/ab lobe same (STRA16HTHEAPWALL & ENOWALLS) I Ors inb�ox wa//S2,a , D �rnfo wings, excepA as adjoining box cu/vert -10�, r I I cohere e�o. jt occur', =_-- --- --__- - --- With Roi&v I "e bars @ /8"t Ctrs. t o"BarsOon r r t �-- ` --- Without Ro;/i v from box at spacing :. \ l0" - 'r� t 71 --+-------a -b /n flrxl/Wo o ¢C1 p �/grra6/e /-D"to/=6\ stews' . - _. r--- _ _ fqv ojwa//. Pad us of round _ ,a but not • • f .;v b %:/ ras ++t t Step offbars ;;' `ti"' � /ess than 4"or more Manbox wall 1 Bars' ,c ! Slope/r O , , •� ,5p ricers e �,� °' �-Q thiGkncss (Ornif round%ny between u ! h tv directed by /8"cfi�. -oufside,�ilcc " a ' ¢ ��e I / PLAN win andbo� flare is less -- Enginser' /ACl• - - - - �---�-- � � g wall if -- I tBar� 'a Phan 30V , t 1Z. of's/ope Where length of w,iy uolls exceed 2H 1 r#4 in'Bors �, S -Bat •'/? - `bars lace y2"exp, f maferio/ of 'ur�cf On 9 P ,/ j i 1 I I � N " I of t cnl/ and box. -Q , r•.--, �.v g Bars - - .. _ /� Bars• A ` Wilh/Yoi/i/nq^ /0" � �_ V `4 A-aiisE�6t I Ali in Bars @ /2`c/rs ! �Q , groand, .,., , h"bars ----- -- -- 4 i � Bars Stop •.�:�2. sv/�h6/c a�iic -+--- 4 alternate bars � F o ..• . O @ /8" Ctrs. " I 4 0Or, i 7s of height » a/ Doh where h J•Bx� I' ' 1 I I i of oufsia/e9rvand. + ! errcccds Keyed �r i 01 l SECT/ON D-D Const.✓ i � ' Pro��de sup/db/e END 1 z stone Assaf ng. ! I T D/NAL SECTION � • � - 6 ° • EL E VA TION L ON6/ U : hoops TYPE E — — — _. _..; Note.' - # (STEPPED HEA40WAZ L OR END WAL L) � °X� ' CmV.;v ore I ► _ -=! SEC T/ON EL E VA ;r/ ON Haan /0 ',?hove _ iMay be used where future extension ol'cu/verl is necessary fin may be io 3' /t'used on spons 7*/2, itrnlvst be,-emlvved wnefr cu/vert is o�owe%+o; 20 diol Irl ! extended. ' NO ES !rte• diol fi bock fi�c�e. , « , " 3 O�fntrancC 4-OAt Ouf/et• / 1 RE/NFO�PCED C NG'�PETE WIN6 HEA PWA L LS& ENdW4ZZS A �f ay be var 4d by fngrneer DES/GN NOTES.• � �,,�, 4, S' 6- • 7' ; 9" /O' // ' /2 /3" /Q /5' /6' fo surf cond�fions in the r i s Earth loadof/oIv /cu jf andane+Qo�va/ant></uispresswe of•,3O'"/cu�'f I d END ELEYAT/ON oas�yxd for 2'surchavc. W 3'-3" 31-9" 4'-.3' 4'-9" S'-9' 643', 6'-9" 7� T-9p a'-3" 8= 9'-3' ti •. SEC T/ON A-A s � , " s " : (_,. ,,_ , ,� " /-- /--/,N 'r-l' r- 2,5 Z=� r-s TYPE A T YpE B CJnrf sfresses: 12O,000 ;-; f 000 i0. 9 r/ �', r 5 �' _ I oz ~ i, I /17aX/rrrurn .SOi/ - � a , " « i „ , , _ _ _ pritssvre= ll'� fa+ns per s¢ ff 6 2 _ 2-� -2 3'-G 3-ro'�4 -2 4-6 _4- s'-2" 5 s 5'10 6" 6- FLARED O!� ST�PA/GNT w//VG NEAD/NALLS & ENDWALLS) A/l r-einforein9 s1s�s/round o'eforymed bars, eanfavorrr�p fo A-30.5-�9. F_ , /-Z" /-2' /_Z" /-?' /-2" /-2" /• f /- /- /-4 /•_ /-Q' /- GiO M� // U. o �� ir. / /1�// /0�• J /-� //� /fr /�/� /-4 /"T/P 1-54 I C /-7 /•7` 144 /.74 //o STATE OF F USLIC * /•b �+�ty� /� /�� �o fa ♦ t /� _ __ _ DEPARTMENT OF/USIIC WORIy //D /fS J/�V �rO�� /// to /I/f//7�/ O/ S/ � 4/�� � � � _=F ..� �._. _.- � W VtiION OI MIONWAY! hoo/red bars •� dioinetirs. Fmbe,dmmenl Is ,* db clear,/mpi /' an Ass no�ol. - q �s 4Cy/? !�/2 �p 4�r8 �7 SC/6 5 rl �� 6r p 6�// Note: Bon numbers demo% nomh7a/odio/nete�s CONSTRUCT/DN NOTES h"� -• -_ - - - - - .Se/6 Sal 6�/ �'_ �'/ of round hors i/7 eighlhs of on inch (get "'6-JV STANDARD PE/NFORCED CONCRETE . �" Bans 4b/?� b/Z�•�i/Z 4� r8 4cr7�S�.a Set 6�r8 6iT 6f,6 CefS' Standard Specifications and #v %Sotc4 Prtwi3;vn3 f"col"' "npn? �r T _ _ _ -� _ �_ � S /25 - CULVERT AfADWALLS6fNDWALLS Alam. Cw►*c /y 28 ..3.5 .41 .4d .55 62 ;� . 75 .85 .9�8 IO / t E/evotiav�s /elth aid o /e a,f' f/ore of ww+r's rno he voiced b the sltisw//b%r /8 !9 ?2 23 3'J �6 d? Q.9 5T 70 8419-9T//2 0 ♦. 9 , n9 r y L j79inee/ to sur' cavTdit/ens encovn/erld �n >he fieO. SCALE BaloGe No. FI Le �fJ#-".�- OR. I"�3 a.v s+d )2-54 Rev 7-12-54;Uate Elimirwt�ed /,Q CD Dell�ed old.Spec. MOUS. Revived 1-9-56; Raillrx) Oe�ai4 A ' .. -•_. . ter-- s - - - 2 AS BUIL T r " CORRECTIONS BY QATF moo_ z�-sem' 51 ATE F[C[itAL lMONt6T Na � /GAL •N[[T TOTAL . / ./' D•V. N! r[AR NO. •Nut• cALl� S-SG-1268 29 34 EXCAVATIOIr>� M BACKFILL Roadway eut before EXCAVATION BACKFILL — co�M.T Roue S[CT,pIV 4 . � Bridge Construction .' _ VIII SBd 1268 2 29 34 -- . Subgrade — _ Su rode Ij Original Ground New Embankment Original Ground Pipe ==_ ; , ) Orig. Ground Approval Recommended r. AV .5s Ditch >3 Channel low LineAli -_ _ - Su rode `-=~ - - Asai~ state H ' Excavation b9 +ver - ; - I -•� I Imo- -+•I I ►-•--y F+•- �� • � .� T :'I'- s ucat emexcavat one s �nwd� ELEVATION s � '° v rl T-1 I I PIPE HEADWALLS Ate.,... A�oust rr 153 � PIPE IN TRENCHof ' Sl 00 ---�a.ff Slaps or \ 1 Civil ANN Lkon 20" Subgrode D SANrode1 D _ I� L-d To Aeea�paer Plops �N1Nd��Dnt MY 2. •RoadM►e Em Original l Roadw \ _. . -- \ Ground ! ay I' I' Excavation R See Notes \ b C i LJ C A I! ij A D i i D I New Embankm \ On Ground I I it ►I I Ong. Subgro � or Subgrade X T T \� n I , e. ! B �f` PIPE IN NEW EMBANKMENT �1f` Height of Top of Embankment Before Excavating For Pipe Shall Be As Follows:-- For ol lows- ,� I „•.r �.., I' ;...� t•-I I �•-- I ( -- For pipe 24 or less dio;•6 above top of pipe For C.M.P. over 24 to 90 dia.: 30 above bottom of pipe B y PLAN For C.M P. over 90Mdia: 1/3 point of dia. above bottom of pipe RETAINING WALLS For R.C.P. over 24"dia: 30"above bottom of pipe I For field assembled plate culvert: 1/3 point of dia. above.bottom of pipe. Note: If no roadway excavation is involved at the wall Structure Backfill 6" Above Top of Pipe Structure excavation will be measured from Toe of Embankment EXCAVATION BACKFILL For payment quantities excavation and backfill concrete pipe Ta minimum the original ground. Slope' wall thickness as shown in section 45- 1954 Standard Specifications. br � prod ? t For C. M. P. T= 0.00 I CULVERT I Ground surface at time ' PIPES RODS ek DEADMEN ! B j EXCAVATION BACKFILL excavation is made .p Rdwy.Emb. Except Underdroins & DowndrainsMal EXCAVATION BACKFILL 1 .Ground Roadway Excavation OF Original Ground $ - Q� Subgrode - , Orig. Ground Orig. Grou ° . . .o a ,� :;_ .4 • PLAN OF WING WALL - I' I' ..; l'I.--- _ I �- _ I -a I'.�_ I'i•--- w ._. ., .,., ;•. .•... .• _ SECTION A—A SECTION B—B EXCAVATION Roadway BACKFILL Embankment \ \ Rdwy. Emb. CULVERT IN TRENCH Oil Ground I Line Side � •s Ground surface at time structure Subgrode or Subgrode excavation is made • Subgrade SECTION A—A Orig Ground 0 p • T of Bo \R� N► \ Roadway Embank mbankm6n`t, \\ a s Roadway Rdwy. Excavation Embankment •� :�' \ -_ , a .o _ :� Oriq. Ground I _ • Culvert I I Subgrode .• • � :. � .• •. ,;. • *: �•• �..a:�: � � Subgrode � Orig. Ground 4 - Roadway ay Excavation ' — Sub rade _ ., . '..•. Elevation CULVERT IN EMBANKMENT I' - I'�-- I I-- I �-.- -•� I '— - —' I "�- —a I it 11�— Orig. Ground Ditch 81 Channel '�` a �� Flow Line SECTION C—C SECTION D—D 1 Excavation ' BRIDGE ABUTMENTS a ADJOINING WING WALLS Paving Notch SECTION B—B . . .- •_ . Subgrade Note: If no roadway excavation is involved at the bridge LEGEND X �' Roadway Embankment Structure excavation will be measured from the WING WALLS p :a original ground. �Orlg. Ground Structure Excavation o. Structure Backfill GRADE TOP CULVERT Ditch z3 Channel Excavation � • BOX CULVERTS EXCAVATION BACKFILL _ EXCAVATION BACKFILL Roadway Embankment • Roadway Excavation Embankment or Note Subgrade shall be lowest sub rade as Original Ground •: ° 9 9 Embankment or Embankment or Embankment or defined in the Standard Specifications 9 �` ' _ _ •� Original Ground' Original Ground � ' Original Ground STATE OV CALIfORN1A � Orig. Ground Const. Joint DEPART ENT OF PWLIC WORKS °• •'' DIVISION OF HIGHWAYS Channel or Orig. Gr. Channel or Orig.Gr. /ARn '. Const. Joint Ditch 81 Channel Ditch & Channel Excavation a Excavation !•:�•; Top limit of structure excavation and bockfill is original Top limit of Structure excavation and bockfill is original STRUCTURE EXCAVATION AND d{ ground if channel is not excavated ground if Channel is not excavated w STRUCTURE BACKFILL z R MONOLITHIC CONCRETE SLOPE PAVING CONCRETE SLOPE PAVING 29 3 SCALE: --]BRIDGE: FILE' DRAWING: oA� Revised 7- I -513 Revised 1-23-58 Revised: 5-19-55 Revised: 10-1-54 Revised 2-19-54 A �� Pipe Pay Quantifies Retain.Walls Sr.Abut.4 Adjoining Wing Walls Key on Retaining Walls Title Coping �'; _. 2.00-0 � ASB ••BUIL CORRECTIONS BY_ Quos!• A _.. DATE ' wv iw lTATt V400AL MOM=M0. � Mho.* w . cAus. S-SG- 1268 (2) 1 130 1 34 • - G+�otr�d Surf+ooe To o mogledFEBRUARY 2.1959 X s VIII SBd 1268 2 30 34 - Note: Compression cops and sills to be "''"°�"�'�0° "Ko ,. some dimension timber as struts. Timber for struts and sills sholl EMWWOW o r 1957 .4 o be Douglas Fir common. �r.g.K• 2Auly •. ..... 3 � c D W D \ Smt Nvrw E�tt� . • FIMer INoteriot , i I (I Compression Upper sills D+ I �'1� �"D+ I� -''� co 12"1 (continuous) _ P a►9 SECTION SECTION soft,even grained t� INSIDE SUBGRADE AREA OUTSIDE SUBGRADE AREA wood. Strut spaced as } UNDERDRAIN shown in table Alternative " y I" Chamfer ,wire strut Lower silt • X _ s (continuous) cQ . D -#- w{ N .. STRUT DETAILS f _ SPACING IN FEET OF TIMBER STRUTS FOR _ CORR. METAL AND FIELD ASSEMBLED PLATE PIPE is"max.SpoC. ---00 j Omit rounding M PIPE STRUT HEIGHT OF FILL IN FEET pipes less than 48 Ornit rounding for DIA. SIZE 0-20 30 40 50 60 70 80 100 ' FRONT ELEV. SINGLE HEADWALL - pipes less than 48" diameter 1� -_---•-� I Chamfer W 4 x 4 5.0 3.5 1 Chamfer Biometer �- 2 I of 4 x 6 6.0 5.0 4.0 3.5 3.0 -T 8 6.0 5.0 4.5 4.0 3.5 - io - - --t- �- - - 6 x 8 6.0 5.0 ry I I y •' ( II 4 x 4 6.0 4.0 3.0 I I 1 I 1 h D 0 � i h D t 1 4 x 6 6.0 4.5 3.5 3.0 - i I i ' 60 7 9 7 1 6 x 6 5.5 4.5 4.0 3.5 3.0 --� - - - - - 6 x 8 5.5 4.5 4.0 X ( D io co i12 min. : �• #. :'.�: Co 72 4 x 6 6.0 5.0 3.5 3.0 «• « 6x6 6.0 4.5 4.0 3.5 3.0 30 L 2-0 7!� 9 71 18" Max. Spoc. 71&9 7 6 x 8 5.0 4.5 4.0 3.5 `18"Mox.Spac. 2-0« .0 2-0" 6x6 6.0 6.0 5.0 4.0 3.5 3.0 FRONT ELEV. DOUBLE HEADWALL SECTION, SINGLE a FRONT ELEV. "L" HEADWALL SECTION "L" HEADWALL 84 6 x 8 5.0 4.5 4.0 3.5 3.0 DOUBLE HEADWALLS 8 x 8 4.5 3.5 6 x 6 6.0 5.5 4.5 3.5 3.0 96 6 x 8 5.5 4.5 4.0 3.5 3.0 • Single Double Length of W 8 x 8 4.5 4.0 3.0 fN D h t Vert. Steel Conc. L Vert. Steel Conc. 2 - 0 3 - 5 4 - 11 6 - 5 7'- 1 I 6 x 6 6.0 5.0 3.5 3.0 in, ft.-i ft-in, bars lbs. C.Y. ft:in. bars Ibs. C.Y. 3.to4M 4to1 « 6$to4« 7to1 » 9to4» 108 6 x 8 6.0 5.0 4.0 3.5 3.0 k - 0 0 Conte 8 x 8 4.5 4.0 3.5 1212 - 8 5 -0 8 2 8 0.60 7- 0 10 38 0.82 D h Number of Vertical Bars C.Y. t 15 2-11 6 - 0 12 41 0.75 8- 6 14 52 1.04 g 10 12 14 6 x 6 6.0 4.0 3.0 1813-2 7- 0 12 46 0.91 9-6 14. 57 1.21 6 120 6 x 8 6.0 5.5 4.0 3.5, 3.0 in, ft-i ft-in. Steel Ibs, 21 3-5 7- 6 12 49 1.02 10-6 14 62 1.38 12 2- 8 2 - 6 28 +3M► 32 . 3W +0.12W 8x 8 5.0 4.0 3.5 3.0 24 3-8 8-6 12 54 1.20 11- 6 14 67 1.57 6 x 6 5.0 3.5 ., 2713-11 9- 6 16 7 0 t.39 13-0 18 85 1.84 1512-11 3-0 36 +3w 41 • 3w 0.48+0.13w 132 X 1813-2 3- 6 40. 3W 45+ 3W 0.59+ 0.14W 6 x 8 6.0 4.5 3.5 3.0 v 30 4-2 10-0 16 74 1.52 14-0 18 91 2.04 . . 21 3-5 3- 9 43 . 3w 48+ 3W 0.66.0.I4w 8 x 8 5.5 4.5 4.0 3.5 3.0 33 4-5 11 - O 16 79 1.73 15-0 18 96 2.25 24 3-8 4- 3 47 . 3W 52 . 3W 56# 3W 0.78 .0 ISW 6 x 6 4.5 3.0 36 . 4-8 12-0 16 85 1.95 16-6 18 103 -0-2,% � 27 3-11 4 - 9 57 . 3w 62+ 3w 68. 3w Q91 . Q16W 144 6x8 5.5 4.0 3.0 z.: 3914-11 12-6 16 8.9 209 17- 6 20 t 16 2.79 30 4-2 5-0 60. 31M 66+ 31N 73+3W 78+3W 1.00+ 0.17 W 8 x 8 5.0 4.0 3.5 3.0 j . 42 5-2 13- 6 16 94 234 18-6 20 122 3.03 6 x 8 4.5 3.0 y- 33 4-5 5-6 64+ 3w 7I . 31N 77 +3M1 83.3W 1.13 •0.17w 156 45 5-5 14-6 20 Its 2.60 20-0 26 153 3438 8 x 8 6.0 4.5 3.5 3.0 48 5-8 15-0 20 119 2.75 21-0 26 160 3sa 36 4-8 6- 0 68. 3W 75. 3W 82+ 3w 88.3w 95. 3W 1.28 •WSW - s., s 39 4-11 6- 3 79+3W 86. 3w 93. 3W 100.3W I.39+ 0.19W 168 , 6 x 8 3.5 51 5-11 16-0 20 125 3.03 22-6 26 168 4.02 8 x 8 6.0 5.0 4.0 3.0 i S4 6-2 I7-0 20 131 3.31 23-6 26 175 4.30 4215-2 6- 9 83 .3W 91 • 3w 98.3W 106+3W 1.54 +0.19w 6 x 8 3.0 45 5-5 7- 31 - tO3. 3W 111 + 3W 119 •31M L7 t • 0.20W 180 • 8 x 8 16.014.5 3.5 t Use headwall gables for corx�rrle pipe and for C.M.P. 48 5-8 7- 6 106+ 3W 46 3W 1124. 31A1 1.82 . 0.2 IW No deduction mode in Quo *hes fa v�oriotlont in ft&j u 51 5- 11 8 - 0 t 21 • 3W 130+3W 200.0.21 W of pipe wat Is. 5416-2 8- 6 127 .3W 136.3W .18 •0.22W STAT E OF CALIFORNIA <. . Att mWoming steel 4 burs. M E A p A LLS EW OF PUBLIC w�ORKS R • STRAIGHT HEADWALLS DIVI SOON OF "16N�AYS PIPE CULVERT HEADWALLSCULVERTS PIPE X AND HEADWA�•LS w ..� Aav69 CD - 30 AS BUIL f CORRECTIONS BY DATE moo- 23-sem 30oBi PRA STATE rEDERAL PROJECT NO FISCAL SHEET I TOTAL DIV NO I WEAR NO. SHEETS CALIF. S-SG-1268 (2) 31 1 34 To Atc""ny Plans Doled Februory 2. 1959 Dut Coon Rou.r Sr.••ur ON rr TOt•l so $"rats VIII SBd 1268 2 1 31 34 App oval 13ecowmmResf Dia.or En , Of Design �-- Spon --♦-} 12" Connector Section available for all sites. �--- C --� Note: End connectionApproved DCj`n�e_r- ml /957 Only connection available for 42 and 48 to fit pipe used. I I round and 65"X 40° and 72"x 44" pipe arch. State highway Engin Civil Engineer Lions•• Na 2044 Rod Lu e3-�,. Threaded _ Connector Alternative Side Lu I PIPE DIA. - � 9 for 30�� and 36 ' round _ A 3111 and for 18"x I I" thru 58"x36 pipe arch only. " g ,.� GGalvanizedX12" D I / -� Reinforced /` Metol 8 I Edge L SEC. A—A ALTERNATIVE CONNECTION _ Structure excavation and Limit of payment for pipe, FOR 12 PIPE THRU 24 PIPE ONLY 200 structure bockf ill included structure excavation and \..- D► W 4 �/ prox in price paid for flared structure backfill. end section. Finish Earth Slope PLAN as Required L Goly. Top P Approx 2-L : I Slo e 2 P Finish Plate Dio.or ( Rise l I Limit ofp o ment for i p y o pe,structure I Skirt H A excavation and structure backfill. (If connector section is a part of the �„ r I �' •fie t flared end section the lima of Structure g =Toe Plate 2" To Plate P payment for pipe ,structure exavotion excavation and if required by - - - - - -- - - - -----'-' • . and structure backfill will be at the structure backfill special provisions Toe Plate sholl be securely F B unction of the pipe and the connector P 1 P included in Price paid attached to the skirt. section.) for flared end section. Construct P C.C. 8 ' TYPICAL CROSS -SECTION t". ELEVATION Cutoff Wall CIRCULAR PIPES PIPE ARCHES 1 MINIMUM DIMENSIONS PIPET DIMENSIONS- INCHES + INCHES DIMENSIONS-INCHES DIA. A B C D E DIAM. GA' F140 I. Mox. T 1. I� T Tol Son Rise GA I Tol. Mox. I Tol. li Td.2VTol. NOTES PIPE X12 4' 13/4 2-0'ie 4-0 2-0 12" 16 414 6 6 21 2 4 18 11 16 41/2 9 6 19 30 Connector section, corner plate and toe i18 9 2J - 9 4-0 -0 15 " 16 6 8 6 26 s 30 22 13 16 5 '/4 10 6 23 36 plate to be some gage os skirt. ,24 - 9i 2 12-6 6 - 1'i 4-0 18 16 7 9 6 31 36 25 16 16 6 'i• I I ' 6 28 42 4 0 3 ° 1 - 7-V. 6- 13/4 .5-_0 21 " 16 8'i I I 6 36 142 �� Length of toe plate 36 1 - 3 3% 2-103/4 - 1 46Q429 I s 14 7 14 6 31 2 48 if required by special provisions 42 I - 9 3V4 - 1 - 16-6 - -- -- -- 24" 14 1 9'i2 12 6 42 48 36 22 14 83/4. 16 6 381/2 601 W + 10" for pipe dia. 12" to 30" incl. 148 2- 0L 4i4 2 - 2 8-2 ~7-0 30" 14 1 12 15 7'i2 5 2'i2 60 43 27 12 10 3/4 17'i7'�8 47 75 W + 22�' for pipe dia. 36"to 48 incl. 2 - 9V4 8 -2'i4 7-6 36" 12 14 18 9 63 72 50 31 12 12 '/4 i20 91/s 54 85 W t 10" for pipe arch rise I I"?0 27" incl. - PP 42 12 16 21 I 0 i2 73 /2184 58 36 12 14 26 10 % i63 96 W t 18" for pipe arch rise 31"to 44" incl. 48 12 18 27 12 84 90 65 40 12 15 31 PRECAST CONCRETE 23 10% 170 1 12 72 44 -1-0 -17-1/4- 24112- '% 77 128 FLARED END SECTION FLARED END SECTIONS FOR C. M. P. CULVERTS ! BT !Te CORRECTIONS Bit 7� y L DATE 4^ - u STATE OF CALIFORNIA L DEPARTMENT OF PUBLIC WORKS • .I DIVISION OF HIGHWAYS 'j I FLARED END SECTIONS IDwrai No. 11A a% 4 3 Rev. 7- 15 -58 Connector Section 8 Pby Limit A-71 3 - VA STATt rzomAL/wo�aicT IW. FISCAL OIaaxT TOTAL DIV.No. riAw NO. aura CALIF. S-SG-1268 (2) 32 34 M►. Comm Rwni qsc m. go— T-- - - 6._61 2 6" ?. _ - 24• VIII SBd 11268 2 32 34 R �!.• Appraw Reoomrnended .. •�� Assistant SMc NEngineer . �ghwap 9 q: :, / • b. i '� . ...•...• b�2}r_195 /._ Vanwe Cross $lolm 4• 'R•) I . . .' R•r Slate Highway�Fft.2064 °� •a' 2 Civil Engineer U r- • 4 4. ! •� To A Plans Dated February 2, 1959 A i A 2 � Hyl TYPE AF -� ' 6---5 4•� 33" .'. 1 •, �, I cv j. R,� ►. � fir` ;'. 1ebie Cross Slo ,. r Va 3 a A. m 1 e-? •, bo i_ B I B 2 Longitudinal Bar . II B 3 •Dowel Spaced ',Min.LengM a"V TYP E B 35 Superimposed on'ees x sti D3 pavement 4" r 7�. � n9 P _ . M • -_- 4---�-'-- 7� 24 R•9 �n 77 R � R•g• - Var>aDle Cross Slope 14. � R•3 4 7V— • AN C i C 2 �"Longitudinal Bar �10 =� TY P E C 'Dowel Spx 4',Min.Lrtlo r j C 3 Note: Curb feces to be scored transverse�ly! with steel brushes on'Type G • and Type O` 12 -- 12" 24' N .• e e R' N • .�•I' Variable Cross Stops -12• • : e . • •' :. •. : �. . • : i • ' • , A. T ' D l D 2 �"Longitudinal Bar II D3 1` Dowel Spaced,(, Min.Lero • TYPE D Note: Transitions between curbs of different cross section ore mode in a distance ranging from 8 to 16 feet. A transition from Type E to 12"- -- 24, - 2" Type A takes 16 feet as shown. When 3• the variation between the two curbs is .,. R„- T_ less extreme in cross section(say Type A . R'6•.. _ <�: ”. and Type 8), o transition of 8 feet may C Top of Type A-2 Curb r) I * R•12" . be used. — �,'� . . _. . .. . p , CYN '. •c: of _ P:. 40 Top of Type E Curb __Pro�F1e of Tom_ — _ -- 3 Profile of Ede of Pavement I _ e• ••► ' •;,: ;;: ' • IV • ` _ TYPE E TYPE F SECTION A—A SECTION B —B SECTION C—C U _ �3~f+ - r —1 31. a�,d T pe _C.Y. Per. Lin.Ft. T e C.Y. Per.Li n.Ft. • - - ----- —_ - - - - - -t—� - - - --- Pavement `' _ . ,,,. a. A I 0.03084 C 2 0.06457 STATE OF CALL PORN IA 4 �•- '•• � � 3 P�ovement ,...: � �, :, .•�, . •.•. •• : •• �o� " ; : Pavement — �:� '�':.o A2 0.06379 C3 0.00965 DEPARTMENT OF PUBLIC WORKS 'e l�' - _ •'Q•"�==-:P' _'4•; :: 4•,_.•: B1 0.02930 D 1 0.03073 DIVISION OF HIGHWAYS B2 0.06171 D2 0.06782 —•� -- — -- --�-�--- e" 174 D3 0.01?2 3 �'l __�__ 2 2 B3 0 0 0 - 2' - I' •=� � _ Clo. 27 E 0.06661 STANDARD CURB S TYPE A 2 CURB c o 52 +j Rev. 11-7-57 TYPE E cuRe TRANSITION BETWEEN CURB TYPES Revised 4-10•SI Rev. Oct 1953 GutterS4es Rev. Cure Transition �`" - •, _ Recesses Eliminated •JwD 1 j` 3 Z AS BUILT CORRECT10NS BY____e� DATE, el—EY '� •• RAVE ter.w. . ►• SSG 331,34 Vertico/ oyolvt ffSet. -es follows: - Embedment 2•Ye"min. VIII ' SBd 1268 2 33 34-1 s-�rs�s t lines , _y N 4 =11.4 H IS=/ //z " � ---�2:/ Slope un/irni/ed , ; ► _ f� �6 =3/�" H 20=/34 " N Sp/it -- S'�in» OF ' " . ". 3/4 deo - ■� permitted P • o ,. 6 =//� H 22 = 2 N o .c 5� // a►��st 19� constructed 3/e _� �F ,,, �0= Ale''` H24-2 114 : ��•/- co j - - 2 'Surcharge l2 -VJ/4 IH 26=2`�/� '' �. . RUBBER WA TERS TOP /6;I�/� t/ 30=2i/2 U only when watertight joint .. • is required Place rubber woterstop as shown when required o N 90 mar. t 3V Ag AL- --YAL UES q 6 N / -O mph Top of wok/ t . . Filter materia/ continuous behind wall shall be1. � , 1 ' �► • . N any of the following materials : W-/ min. ✓-6 w_/ -. , : E�nbedo r �e iwi�r. . :x. �� Exp it. f re uitigl g o . ...J 4 q /-Fine aggregate (Sec. 26 Art. c .Std. Specs.) r Z 2 Coss ,4 , B or C fi/1er materia/ Sec. 49, •� •o► 4 �OrolnS 30 /5 Top Of footing r- 4 0/2 Art. c, Std. Specs. I h max mo . et i - d Dow ✓ 6 rw t rt 4 Le /2 4 drains @ /5 ctrl. max. �9 ctrs. max. for ,O EL E VA T/ON SECTION * . Rubbe o e s op Type 3 8 4 ret walls /'t above outside / cubic foot concrete PLAN OF WALL ground surface. Slope 1/2 " per foot. . : � � aggregate �n o bur/op � M • ' � ,O d sock, securely tied. Joint may be formed with /e Masonite and WITH DETA/L W-/ /; „ H = '4 tO 22 Backfill sufficient/y to prevent ponding. � cut bock to the root of the chamfer n .� � -_ , ler o the •6I H = 24 to 30' To be done after removal of wall forms exposed face. f %" Expansion joint filler and before backfilling behind wall.iss 'f ' i Place concrete in toe against undisturbed , 4 i g ed 3/4 " Cho/nfOr % ' _ La ut /in a material, except os permitted by the Engineer. • o PLAN ' H Comp. W PLAN OF WALL WITH p DETAIL J-6 EXPANSION JOIN T ONLY - FOOTING STEP DES/SN AND DRAINAGE 4 SurcAarge limits shown apply to Retaining walls Type / and 3 . 8018x8'- " I �' �, N O 4 /8 x 6 -O J, Std. reinforcement -- 4 0 18 x 6 =0" J , '� 6 cw /2 _J ? � l 2.o 5 /8 _._!« bend as shown ' I �5V /2 . : 4 ZY � /8 ._1 N .� • , Shift reinf. to clear rubber woterstop. 4 /8 ....J . ..! I i *4C0 /8 �« I PLAN , •�+-� PLAN PLAN 3 i %2 " Exp. joint materia/ and rubber woterstop as showy when requited. , PLAN 2- 4= ` L L Layout line Top of wall /.eve/ /O ' max. Lo out line ` y NOTES Top of wall /eve/ L . � 2- ,¢ � Design Conditions 2 4 p , p Design H may be exceeded by 6" before going to the next size . - Footing key is required except when found unnecessary by the Engineer. v ; - •� N Special footing design is required where foundation materia/ is in , O Top of wall level 3 O Layout line of supporting toe pressure /nods listed in table . Ground line ,` 2 - 4018 ' -' ' near side. ' � se I _, �%• l'-0"min. I `_ 2 4 /8 Design Data Ground line , r i 6-O max. fc = si fb =3000 psi fs s 20 000 si n x /O earth = /20 p c f /200 p p � P . ° � I I 36 pcf max. for determination of toe pressure. � Equivalent fluid pressure = 7 cf min. for determination of heel pressure. 2 p ——---� rl _ s�Or.E DEPARTMENT STATIE Of CAUFOWA ,, .. --- . . - . _ • • • DESIGN SECTION • • • oQArrrcr*°F rua,c 'M°�cs '• . DIVISM OF 11H"AY! ` EL E VA TION EL E VA T/ON EL E VA TION EL E VA TION Dom^« CORKPONS BY 44� RETURN 1NQ L L TYPE ;4 '� RETURN W,4 L L T YP�' B ' c- a.,. DATE - �3- �► RETURN WALL TYPE C RE TURN SVA L L T YPF D =' Use where = 8' or less' - ' Use where H = ' or move _ - i ="'�'T S � RETAINING WALL D TAI LS - AVO. I /O on Use where H /O or mo a on Use where H = 6 or less ••�����► I O x s 3-4 offset walls straight we US A,,...r U,... 11V_.. . - 4„ ;; SCAU swooE ME DwA.s' 13 O�30 nea.. MW= too. P. . . 1. . 1 1 17_� /0.AOA• M• ends"TAL DIV.M._ fTAT[ PNW.Mw 7 cAur. S-SG-1268(2) 34 34 24-s8 Note H= a _ L eyou t L in a For *sin limits of surcharge �' � � M"� 0 Bar CUt O ffS m4 he voril d in 9 � g ,,�„�.�,,..,, .,.,.o.,..Febru .,x,,1959 VIII S B d 126 8 2 3 4 34 y increments of H=28' ' and slop a see Retaining Wo// 6 . f / O Detoi/s. No. - I. sheet ti rw lww. w.- u T 13e� H= 26" / a jou � _.._. ._ Q Gutter Elev. or Use ReWorcement for H= l6' /8' 2O' _ Toe of slope intersection 8 for e 8 fQr GM•• Top of Wo/l. H 24 For Details see Retaining Wo// ' ' D 9 location location Toe of Slope Genera/ P/ons. see table see tableHir 22 0% . iL X.- 2 1 s 0 1 0 .1 b born o Top of Footing .-� s s -��- 8 �1 Q'T _ • C `` ' Optional Footing Lines H- /8 .a� o O • , 1 c o, Exterior fore Short b h Lvyout Line , oo H= /6 � o - -- � 1 c vertical o� c o o Spar o O ` co o '04 /8 a , - -- M _ ' H= /4 ,o Batter Backfoce t � � � /3'-6 h a � 4e /8- /0,0 , q,4 fi4 T YP/CAL L�4YOUT EXAMPLE " / with d� bots ' H= /2' c c /2 /2'- O /2 - O 2-O 2- a Number obove c bars : c Z 0 �. ►� 0 �. C B ..4 ,,-- indicates distance from H_ /O' 'O - ciZs top of footing to upper 2"Clear 2 N C/ear v end of @.bars. Hr � � 8 � ,- 6" p 3 Clear for bundle bars � 8 7_ 8 8 0 PILE FOO TING SECTION a 700 - 6 + = hr = S c Shor> (cD H 4 T a H 22 , H= 6 r 6 . 0" onstruction joint 5 .9 H=4 to 22 4=g" 4,M` 6" /� 0" �•o Bundle bars - - H= 4 Stop c _ 6 for H=24 to 30 �` c+ /8f /o . �fn3o 4 � P / " I 8 3 O will) eburs - i , a 0 0 �4 N e Bundy c a s S � �•. 11 2 ' v hors 4 Tot. 7-) co 36 l � I , O � � ' 4 EL E VA T/ON y 4 /8 1r. o 8 for H /O h 3 / -O fay H0/2 ; _a ABLE OF REINFORCING S TEEL D/MEN / r 5 dio. C NSIONS A NO DA TA Desion H • 4 6 8 /O /2 /4 /6 /8 Optional ' w/4 faH�/O' ° W 20 22 24 26 28 30 Hey m . `v 3 , 2" 4'-2" 5 ,-2 6,-2 7,_2 , 8,_0 „ 9'-O' /0 t O // -O /2 -O0 ff " /3= ,3 /4 -3' /5 -3 ' /6 -3 (WIJfa'lY�2'`% ~ -= C / '- O" / '•4" / '- 8" 2'-O" 2'-4" 2'-8" 3'-0 ' X 4� 3'-8' 4 '-D 4= 5" 4'-9" 5'- / 5'-5" r v o PILE E FOO T/NG SEC T/ON ° B 2-2 2 -/O 3 -6 4 -2 4 -/O 5 -4 - 6 '-8 7 -4 8 -O -/ 9 -6 / •2'' /O-/O N� o m F SreadFt / - / - 2 / • 2 / - 2 / -2 / - />_ / -4 / -6 / - / - / 2-2 2 -4 v � H= 24 Thiu H=30 . Ff " Cow. Pi e / • 5 l -5 / - 5 / -5 / - 5 / - 5 /=5 % 5 / 7 / -9 /'- // " 2 - , • - 2 7 F* St/.or mr / -8 / -8 / -8 / -8 - / - / - / •8 / -/ - - 2 -/ Note , I' -2 'w /'-J / - 4 / - 1'-6-w 1'-, 78w l • l - 9 / - _ / 2 3 _¢, 3 _ , SPREAD FOO T/NG SECTION Batter y •'/2 y2 � /2 !� � /2 %2 � /2 � :/2 : / � � � s � s a 7/,q: � � Reirtforcerne�nt detailed is to be p/aced A- Z �!e a �.• i . l / 12 � N . bars z • ie /2 e /2 . • /2 /2 in addition to that shown for Spread 20 / footing. Al/ piles not shown, see -Pile r bars 5� 0 c� / a // 6024 7 dp /7 � / e /2 M/0!� / Note . J c bars 5@36 5v24 5 v /2 *5e8 '6 a 7/ */Ov /5 /O� // */O@ 8 //@ 8:� // 7 //� /2�` //�/p � //�/O�°` �'//� 9�= t n drainage notes Layout on other sheets, For details no show and ars 036 F4_ 'v /2 f* e @ / e / « / / / << ,► 9 Tota/ bars s- 6 6 - *6 6 -*6 /0-V 10-07 /O -# 10 -07 8 - *7 8 - -07 4 - 7 4 --`7 see Retaining Wo// Details No. Toto/ ays 6 6-*7 - - - O For ale footing Desi n H= 4 us e b 6 07 *7 4 -17 4 4 `7 2 -*'7 2 -�7 2 -107 2 p 9 9• H C ands 50 /440 2/70 3050 4V70 5240 6 4 !1630 /3730 /59 O /8650 2//45 same footing dimensions as V Comp. pounds 2020 3460 7340 9760 /2/80 / 2622-690-- 707 3/7 O 5045G� Design. H= 6' e feet /. /. /. 4 1. 90 2. 08 2.52 2.70 TOOur 1240 /570 /930 2270 2640 2980 3290 359 �0�� •�4 46 / ff srAn OF eAuF+o�eNu Ar�od !✓ ff /4 20 28 47 56 90 /23 /7 7 23 3 5 0 9 328 39.3 425 484 �� oaA�r D E S I G N SECT 1 O N Footing Gbv�c. t. . . . . . , o�PAlcrwutr OF wiUuc rrolucs avl�ol a NlclwArs ,, . e 8.9 /2.6 16.3 c'02 24.3 29. 5 33.8 38. 5 45.0 52.! 63. / T3. 0 87. 6 /02.7 �,,�,., AS IL Conc. StrM ,ris�tf. 3 3 2 92 /26 /60 205 262 3.39 348 4/3 4 45 504 a�a....,.. _. CORRECTIONS BY-ro ft9. PxW-cF.Iff. 8. 8 /2.8 /6. 7 20.8 25.2 29. 5 34./ 39.0 4" .8 53. / 64. 4 74. 6 89.4 /04. 8 �� •. MdW „�. � Denotes o bundle of 2 born. -" � �A,L, ,, DAT �- °U� TYPE I CANTILEVER RETAINING WALL xs , ..,. A...0.ww.w►r _ _ .._ -- ----_ ... - no 34 of 3 me u�... .. SCAu f10f1f d111DQt flLt DIIA1AlINa rco• fyr•/AiMpOW f PREF. DRAWING NO. P• , W-3 -Nli r MEMO" w