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+ma Num oft r # TM1 MY � TIM • y. NOT •f i cm 11265(4 1957 ► 12 S TA TE OF CA L /FOR NIA cown owl TrtTr f(�. • fMtq f, �- DEPARTMENT OF PUB /C WORKS _ ' �� _ rav�rn wOAo corrrm�o�n► V 111 S.Bd 12 ► 12 D/VIS/ON OF HIGHWAYS r COUNTY _ __ I•OL VIn OF SAN � A . ,. CMAM�►AN !I /FI►A►ARD/A►O COf/A►T1' /OARO OF 1UAFRY/lOPT t PLAN AND PROFILE y ! 1 } i CFEDERAL AID SECONDARY PROJECT NO. S �wSGftw1268 ( { + SAN BERRARDINO HAVEN AVENUE COUNTY BETWEEN COLTON AVENUE AND FOOTHILL BOULEVARD • . � -� i TOTAL LENGTH : 13 222 .63 LIN. FEET OR 2.504 MILES •j '� :A +? �. t SCALES PLAN: I INCH = 100 FEET •SRA '",.. /� :1 '1 '" j7F; Y' PROFILE• HOR. 1 INCH = 100 FEET VERT. I INCH = IO FEET PROPOSED PROJECT AND �r• r:J / �/ �' -- — j rp A IMPORTED BASE MATERIAL SITE i' ONTARIO . . S AIIV NA 0 COLTON AMI ItTM E �� ., ; R �! T. /N• R. �6W. T/N. R.5"LSON Avg ; - i F / 1 i �' t"''•� r tt V/ /N/ Y A C T A/ P i IMPORTED BORROW SI !GI►LC- MILES - -- •-- -----� w — 'c1+uRw+ EN FPR JET L . + . INDEX TO SHEETS sta. 105♦64.75 - l T r ,►��-•_ '� ' ,r ,• SHEET NO. I TITLE PAGE ILL u ���n .t L - ARROW ROUT � ; � -t-*• .._.-..�� / SHEET N0. 2 TYPICAL CROSS SECTION r R. XINC 296. _� w_ SHEETS NO 3-9 PLAN AN - __=-_ = _M � Rwr. �___._-__ _ .#; .��;-- . • , D PROFILE 1 _ J R•7W. SHEET NO. 10 INTERSECTION DETAIL _ TM T t SHEET NO. i I STATE STANDARD STRUCTURES NO. A-51 — W W '� + gk % " 1 . a All" SHEET NO. 12 EXCAVATION AND BACKFILL DIAGRAM ► r O 0 ON v N v L t a • . SHEET NO. 1 -37 CROSS SECTIONS A'---- --- - - - - - - - - - - - - - - -- - - - - - - - - - - - - T - - - --- - i 2 i a Y SOV AV / .• 11 • ' %IABEd. F PROJECT �' A to. 185+78.52 `� 491 � � 1 � ` � �' ' • . � � �`_{ • 4 C�XJNT Y DUMPor s00 i � �: ..►� . ' 1y ._.._.._.....f,.._..f,�. AAL.Rum to I Flo_ ...._..—.. ........_..G.A ttd.T X_._... _.haw..._ . .._!._.. In + RIVERSIDE -000NTY CA . 7I• T. 2S W.V � y � s h' ! scat �� `� , 1 1/2 0 2 3 a M►LEt :S88DD C 9A. o 1. _ -. •_ •' _ w v -. .•.. -..w..__ •.�_-. _... .. • - .. - .. - r- _ r• , . . .._. -. _. _.. •s _ � - .._r. r.,• _. ....�.� • rj— ._ -_• - • ..• • *�4 �-a r_ - ._� ... �+-�__ _ ��,lrw�.ra��•.•+.�-�-_.• .-•--,. �-.♦ -t � 4 . S � � •.�..r••.. � • -. .tl'fiHf 11Sf I�.•\1.,.,y rt .•� /f .� WY ... Y,. 1 I PRA !TDIV "a ATE rtorRAL�wo�ttT�. iHCAL ON W" TpTAL 2 CALIF. S-56 - 1268 I 1957 2 • _ - - ptrt. COVMTT "*Wye t�T+or M1ssT TOTAL fki t + ? 12<AMo. Shim" I z I fyt " . ` .' =�J�/t��R'3�-l•.�,�„_ s ' t ROAD COMMISSIONER +•Kw+ + C.E. L ENSE NO. 0495 ' I Nto.- R P RI l 1 1958 + /L1irr. 90 /W/n. variab/o S/owe ,2'`I Oar Sf7f%O/7 Z. O0 t0 Sle or7 36 f OO "F` 'Seo/Coot 0. Of Op Groded PILI S /09 Seo/lay` . °� Slafio17 43*00 to ,Slalion Y-fM Staliorr 6,2+00 to Slalio/7 '66*f0 A t --O,Zf D/vr7/ 10Ixed urfocirr g S101i017 Ot 00 fo Sktiort /Of 164 73 •• _ profile Groate - r r . ♦••. . , , . : , •• • i :1 S --/.f�► ,�,' 6.1 Slope Z:I or/%ffer I { . l (o 0. 6 7 /rr� orfed Base �t faferio/ 2: Slope S/of/on /8S 78 f2 z 8 IZ /Z 8 3 1 Z { t Slo/ior7 212 0.36.40 f f (Or7.s/"'!1=11017 and la&"e Southbound jQ00d1111f7 SSW it Sul. 5Y C .� Rt 01 �Stof/Ort A8 * 74aM lo i !/0"106/e os D��ecled Z � . 1 , by En9il7eer Il Lf a1 Sldtiow 212 J6-1P& '0 ►DD a rr PM:� ' lI Lt befuroerr Slal on 0*00 aril Station /Of 6•47S rioai Y Topica/ oss Seclion x STAT/ON 2/2;,36.. 0 to STAT/ON /Of♦6��S �, I�ri eway R011AML0171 Ewe _ f0 S " f' 0 cs/e / • 40 STA T/ON IMF 75S,Z !o >tSTA T/ON212*J i 1�esi n C/orrifiootlon 4W3f 00-77-# V 9 V 111 S, Bd. - 12618 + ► TypAml Plan iia s. TYPICAL GROSS ION Privewo 1SEC _- - y - �} �5Au;i��/a#I$ ss sc4/e , .f HAVEN AVENUE C) Q Q V —V DDC BETWEEN COLTON AVENUE AND FOOTHILL BOULEVARD Scale : 1 4 .0 ^ 1 f O� i -T, Poe"vm-tf.a. asa. $0".aa aM w _ sAb M.RRM -- STATE - 1'[0 A10 FmAE SHEET TOTAL j 0137. Ra IROI. No. YEAR Na--------SHEETS 1 1 CAI. 1268(1)119-571 3 1 12 - 1 E,,',' COUNTY ROUTE SEC. � / / � �> / � / S ET✓fJ �„ ____� �� J J `� fJ J J �J., I "=/U ' d. . . . 13� Sco e I � S B Iz6e 3 D Eng. VIII - A • i iso � v pprot+td r 0 _�✓ ' — F - 30' 33'v) a r f %4Cor. ` Sec. 23 I 1 0. Grape Vineya rd COUNTY Q COUNTY ROAD COMMISSIONER 5ec. 24 C.E. LICENSE NO 8495 Grape VineyardLn 4 � r } Garrett 4 Co. Inc. I I Cucamonga, California ° ° timprovementI I,\tlr.t,I.tl_✓ fr_ vrVrr + V ✓ VVofV + VVVV ✓ VVV✓ Vrry VV VVr✓ ✓'fV✓ V ✓V VVV VV ✓V ✓ r VVV ✓ ✓V ✓ rVVV • rrr VVVVVrrrrVV ✓ V VVV1VVV ✓ VVVVI + IV + IVrvV ✓ VrV ✓ IVV - V VVVV - JV 2/W. Line N 001+4' 10" E , (� -�-•. .• ✓ r ✓✓ rYY vv r + V + + +r + v ✓✓ ry r rrrr rr rr��vrrrl/•�3rr + Y- r ✓(�� ✓ //f�1 vv(f•�� �1 ry . r ✓v t S u r v e y �t,r + V • 1.J ✓ ✓ r Y✓ ✓ ✓ r +41 v ✓Y r i.rr r r ✓V r r ✓ r V ✓✓ Y y v J✓ r ✓ 'V Y✓✓ ✓ 1 ✓✓.✓+rr v r _+ ZT y ✓T+ Y�j7-T✓•�/+-+.. -+�✓�..i6.f-.1 Y r[�LJ�fj iLS Y�1L-� v��L r r r r ✓ 180 /�� 181• _ --""-'�--- ------= !L..�--- O=v Vr VVy ✓ . vrV v-r=r r= r v V v +✓ .^+ r VVr✓=_VV vVv r r V Vr•V V✓Y1 �'V'YPYYVY y Y r-N-N 1�V ,YV rYv1F r�/VYVV P1r T✓ ✓ ✓� r ✓✓ ✓ ✓ y �'v�v 20��OJJ Improvement / / _ - - I ti �--- - -- - - - - - - - - - -- - _ _ -- �" I Serve 1 --�---� ✓ rV ✓ VV VVV VJV + VVVVV • ✓ + V + ✓ rV ✓` • V • rVV rr • V - JJVJUVr ./rr r ✓ VVV rVV✓ V'VV VVrV ///� `\\� I Q ------� O �3 E E dqe Proposed Pavement V V r + r r ✓ ✓ V V V Y V +Y r+ V + V v v V v V Y • 0 V V V r V v + + - V V ' V V v v V V V V V V V V V ✓ V V + v V v V ✓ V V r v r V V VJ y� �Ed9e Existing Pavement ✓ ✓ Y rrV r :r + IVV / V VVV ✓ YrV VV YV r rrV r VVVV + ✓ VVV V V r✓ ✓ V VV V V V V V V ✓VVVV VVVVV Vr VVVV ✓ V r V + V • ♦ r ♦ • V V V V . ✓y Y v ✓ v I V V r v V ✓ • V r r ✓ V V v r V I V ✓ r r r V r V + V Y V Y Y V r V r W y V . 'j V Y V V V V✓ r ✓v y I / R/W Line D �/ ,� i Laband, Walter H. 4• Francine Grape Vineyard / I 19339 E. Cameron , Cov 1 nit, Calif 0 Garrett 4 Co. Inc. + Cucamonyq,Ccillfornta P/L ✓��J \� �J ' �J� J , , - — -- - — - -u JL u' --i c - _ i J r S ' t8 �r� � 99��t o _--font r u-Gt--ate Ca>�o:. - - - - - - 1 1 .--APPF - - _ -- - - - -- - d i' -Aa fed dPt� ta.:i 9 4 _9L �t�. l r� - xi tin > tr�rf - - - _ . _ :- _ ,S�a P S � P � P i --- -- _ -_ - - -- 1 --- - --- - - -- - - - - _ _fC . _ -- - --� - � -- - - - - - - - ----- - - - ---- - - - -- - - - --- - �i �f- Sta �9 � • .. . p F S - J L_ _._ O �r�� O .�1✓ c TETT---- -- - - - -- — - — — - - - - -- ----- --- - -- - - == -- 1 O ��' - _- - I _ - I - --- -- --- - - - - --: -- - - -- - __ _ - - - -- ---- _ _ - ---- — - - - - - pe • I - _ I- 0 r � i a ;, �;- p• d, p; Y2 @ both WQ — y —i Z.. r v Y P- - . - r 0M +- I5YA nt , , t- 1 . f i nun- - -�- , , ' now Slid - i t + + - - - - ------- K -- -- -- - - -.. Gate o r Equal - - - t- -- - - -=-rt—� _ -- . _ - _. _�.. + F _ --. , _�._� - - �-_-�-__• _- - _ _. - - ... Y . �- 1111-------:�� t-- , L AA 4 r — .. i I I R,C.S I n P I -; ---.-41-A 2 phn pe Ccs rn I t I� Sta. 19 2+4 7 Lt - - --- - -- -t I + - - -5 a 99 37 Lt _ + - Y - -- - -:— , , } , . L r t r r i et a I I of 18 C Sta _ _ _ - - + - -- -- - - - --� - - - + - - _ - - -- - - - - -- - -- - - - D s P. n I e . at _ : - - . dp p _ - - .- - _ . _ _ - - - - - - -- - - + L r,+., inP � - -- - - - - - - - - - Lt 5ta. 199+ 37 Lt. , - - r + - - - - - —-+ - - - - -— - -- - 1 4 —- - - • , + , ;;. - .. i ♦ 1- - - - - -- - - - -. - - - - -- -. - - -- r 1 . O • ' Ca ExC .244 474 S// 447 420 372 3oS 46 372 2 86 126 /S"3 X265 422 Sheet 9-799 r YI;S Emb. _ 92 /�s4 /84 /B `/g4 /84 / 89 /96 2 /4'. ,�/S // 2D4 /q3 /84 Totals 26/3 Jta 185 186 187 188 159 190 191 192 •193 194 195 196 197 19.8 199 200 a ('�' I _ t -_ ._-__._1__. - � — _ - . - _ ._. — -_ . e - I .. , . .. , t .. .: •k--. T-"--- -r^ - ^}"' ., - •••-�T--._w_,.-•r>R1. -:+-_ .er--••.�.a..,A-,.»-e.r._,•r g.,.._.q.-.,.n.... .ass r-:•,r . _ e <r , s s . . . . . - i` .. :I � 1 - 11 I . •._+.._,-_,_-_ _. - __.,_,. _ - _ ..--_ ..- t H4 ROM Pi1w igCAI SNM T�TAI . , _ -- - • - 115T. Ila SLATE Mw OL iMRT5 • t - 1 CA I.- 1957 4 1 Z or = . -4 1F Qr n - n r J_jf J ^ _ r' , ti I"� 7.4i ,,� n DIST. COUNTY ROUTE SEC. '"" �IECT`s A . : :-,.,. !;J-1 J 0 r�J J J J J �/,- ��J ✓ ../ J J �J i/����/ J J J `�d ./ J J J J Scale I"�foo' VIII s.8d- !2A�e I 4 z �J (. .. __ 1 I I - _ 4 -_ .. - _ . __00�00/.Ox I -g . • `•.� ` o a v ----- APRIL -� �I . .----------- _ ' I ! I L . IN -L ;� s 0 W 4O --_ _ . _ '' 1 - p. - a 4"th x b to y 1 En,.n;�r M D ;� .-) + - 0 * --ffi -, - . �?*, I - L� I p ; Q n ' ': is WUf#TY ROAD COMMISSIONER ~�� I %Ji V + .2-00 I v d Q l b _ F.� C.E. LICENSE N0 8495 . . 4 tWQ 1 I t hj 0. �h IL �� �. } Grape Vineyard 4 - I Toh»sort, Dorris Bente Scrrruel . r ' , • Garrett 4 Co. fnc• • Grope Vineyard • U.0'10'W. ,� .1 1 Ij f I = Cucamonga, Catifornio ' • I N 0003T �, ##�1�t►....r.�rr ..,,r+. rr•�vv�► rr.rrr�rrr♦..++►vrv• r• +..vr. rvr.rv.v.vo�► ► • r�vvvr►vrrwrr vr ••.+v+rtrr+..rtr.rr vr1lr••r••rrvr+.►+vrr+ rlrvrrrv-rrrr•►rr •v • V + rr +rr .r +rlrrv •• r•.►rr{rrrrrrVv♦+ .rtrr•r • • •rr •rr+r • rr • • •• • • • v ♦ ... ...V+r.►rft•rr•r+rrrr r.rrrrvr•• •♦•rrrvrr 17/Hl Linerrrrrlrrr•rrrrrrrr• rry ♦rY •• A +Ip+Iv•r♦•vvrr w• vrr.r • trrr •• • . •.v• vvrr•vv. e I d I v ♦ v • •• r• r • ♦r•r r r.r♦ • r r r J,• ♦r I • r r r r r r r.r• • r r r v• ♦ r r•r r •r r r r r v•v r r r r•r+• rrr• p r r.rrr•r r •r r r r r r v+• I • . r ♦ r . rr vv rrr v • r ►rprr• r . r •r • . .. O♦ r . + •r • rr u • r • r • • - vv + , . ♦ I , • rr v •r . • ♦ • . • vr r • r71, %\ �+V Line .-0#-w �.r.rf••w•rr - -- •-'6i+ri'ri W_i X= L r=�/� r�+� . v ♦ • •• ..►r + • v r • r• • . • • • r r v• • ♦ • . • • • • I I • v ♦ ♦ 11210 • ♦ •r•t •v • v r t► Y• Is r�� \ 41` O) M 7 4 M `� Improvements _ J, -------------------------------------- --�_.M— --= 1 EA � Surve - -------- --- ------------------------------- - -------------- ------— �. Survey � V v r r v. ry r�+ r v.-.�r v v r,i r.i.-v.:r T'f 1T.�1 TTr7 ��wr+�. ————__ — \ I t� /'� /� __(`� It I m p ro vem e n t IP _ • • r v r v.►••►v r r v r r•r v•r I. •• r v • • • v• + • • • • rrr 1♦ ♦ r ♦ • Y ♦ I r • • v r • v v �r—�`-`�`����--- �� ♦�� G -0- 7�'�� ���lV��—�.J-" �- 'Z.T���� � ��1 r • .q Edge Existi�nQ Pavement ( 1 vv. rrr .rv. . . • . rr . . . . .r . . . . . r . rr.rr . , • • .. . . •. r ♦ rv .. • ..r . . r + .♦ rr .. • . r .. •• .r• rv. r . . . • r• • v • .r . •r • r • ♦ . , � I. . . I F 1 J v+r r.• rrr• • •r ♦ r • r • r • •v • • • •r •♦ • •• r. • • r• •• rrr♦ • • • I • •♦ •rrr♦♦ •.•r r �r r • • • • I• • • I r • • •♦ ♦• •• ♦ • • • v • • • • . • • •r � I •i r. • r r•rrr 1• • •r • rrr• ••• ♦ • • v• r• •• I• r r. • I• r I d I•r • •• ♦ r• • •'r• ♦r •r•r•O • • • • ♦• ♦ • . ♦ • ♦• ♦ • ••• • • ♦ 1 r r r • • • • •♦ • • t Q i2/vV Line Ed a Proposed Pavement 1 f p C. } R/W tine ' A!0'A4' 10" E.II Angie Point in of Cortst• s # ` Grape Vineyard • -i Bente,Somuet +t Grape Vineyard 4 Oar-rett 4 Co. Inc. Cn : 8736 Sunset �tvd. . + • - c (',t�CG r'rl on Ct,Cpl i4A•11 tQ N — ?D h ` _ p , j i, - n 9 fzu) �. ; A los An9�1es, Cotiforntq� i - ¢. .1. . �7t w � Q a . ; 1 I _ . M X0 4 j . _ t j. r I L 01n % IL V I O 1 h « 1 .T C to . . . - - I +_r - • I . 0 r' `c' r' -1' �/ �N I? I °c •) rCf-, `N r� :. r �."I l 1 ` • - 1Z0i i I _ *� - , - 11 . 1 . ; 14 . . _-. :_. - - - - _ - i ,t -- 4 _ - .. - -- _- __ _ a+t __�___._ - - - _ _ -�- ' 1 . 36 West of Sta. 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C fNEET TOTA1 ' J_, J J J J J f�.� OUNTY ROYTF SEC. ��� Ik tMEEt f . 5ca)e: I" _ .A. g 100 VIII S.Bd. 26a' 9 12 ti > . w . , - � . , .#, . h I t ? est. vm `5 ,} �o PRI 4 Z; � 1 _ .; N Z t A U d L + L d0 '1► .►.0 a V s � a v ) o 0 3 1. .# q o �, V �t It `2= sr t- :c.nse Ifa.S,r38 � .': ki � O- . 41lk � +� - i . 33 C _ c 4 v i s ' I U +�, z 3 V • v -Couw'n1-`i 5� "' -- ► , J ] t r O I i. i l V •L L IL+ . COMMISSIONER ♦) Dem b r I f. o io FranK > : o • c. Mar E. LICENS w� M• E NO. 849 , 9 y h�� _ I 13 v v� =�v L v��� v s . ,.t . I Gra a in � I �nm{u�n ' Grope Vineyard 4 rd y 1U.0 10 � W r • . 3 1 .t,, d t 1 ---T . ir• r rrrY•r• •v•rrrr •Yr• • r• rf •rr•rrY•♦.IrYYlrrr •r•• .Yry +• •.. •rr• . • r •• • • •Y• • • •• r• • • ♦• •r • •r • • • •• rr•I• MiY ♦• rY • rr• • r •Y' . a., r• r ♦�rr rr rY r • 1 ♦ r• ♦r♦r♦I 1 r r• f r •1 ♦•r • I I r r• 1I dd � •. 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I I " L- _,. . , . . z, . . ,I ¢.. ..- _ . r . PRA f .. FISCAL SWEET, TOTAL .-_. DI V.NO. STATE FEDERAL PROJECT NO. YEAR No. SWEETS 1 2 CALIF. 5.- 5G- 1268 I (9571 10 1 IQ ` r DI•T. GOIJMTT POUTS StcrtoM S 4 TOTAL X i ~ �•�i w v111 s.Bd. to � 'i i h ,,� �' • 1. e 2 qJ _DJA VNi - r t4r•rrr•q i _.. .0 soPfd40 �. E Engine r of Design ` 1 { .'4 C vi E neer en ss S6� N�. ,f . t COUNTY ROAD COMMISSIONER ' f ' C.E. LICENSE NO.0495 • • i /,Z' 3/ ,ZZ Z/ R= /ZO' - 'i� c. 64.89 2! / Q 6P- 152 'W , • R ::c w. L•C•-,44657 :> 0 Cf %i < t J /2• 'Z' ..r _ a•• . V Q z / / t. Z/ /6 •�8 • t . r Of e • - - •- � � � 'ase, A.�t ,x a �- ��...� � ���*. S � � ; ,r. `.P. 74 70 f. f�' x tiff J .z t . it Baa t F w , ET. , Sur-VG — — — — — I 4 0 >. Vey s 0 50 00 Sl 00 SZ�+DO .� ` J k n � Jr. T• 1N 1 d r c , # i r _ -• t ' ' is . t r j{ o N J. : _ r N s 20 , R 0 • T • 30. 6•C' L60.d/' O •, e 6 07'16 Q ! • /z �= 170' iz h Lo 72.S 9' 4 ' .: �� x, I.00 S 3. 76 1, . L 3 "' _ -. _.- � N Vii. S t �•'� j!'•`+" •rl:-S ;'"_�. .a l� s 4L t r a L- ,:V.JJ t 4 T�1c S ` N INTERS'ECTION . , ' ET- I "E'T. EIGHTH , ' : t 93 ` STAO' ' 51 ' { Ila CO X P= 200 ZO-00 s r T 30.6� w /Z' /Z sta Sz�ii3� th Sr. �Fost> B�DflC 9 �F L 6 0. 81 ' `i 1 O i t .�., Iwi . __ .. - ti r f .►..w. _i ... c_... .a �.w.aa.. + ► - - .. ..2_ ,a.4L._.a .._.. �._.i1.•a.t La .� es.� •!i • PrIOCA POA ECAAL�r Fc tc"r MO. Va" sno.pIV MO. r(All NO. aM[tTa SG -/268 ern 1-9.q, Copper wire 6 long Widen for Pedestrian _r- • N ONT. Oeuwr► Mutt aterwa awesr TOTAL 1 • Bridge Curb Walkway when required w 3 - 2"x 6'x 20=0' Rail 8"x8"x 5'-4"Post �� V/// 58d i2ie _ J_ " 1 Chamfer Shoulder Line - 12 d Nails -� A ----�-- -- .__-- �-- . -'�'� - 4 APPrerN Rtcomm - _ 3i4' x 14" Carriage bolts i ' x WCw-risge bolts �s.«+t stare 11sn , E�g►r,e. Dike , i0' 20 30 s0• a s0' 60' TO• -� 80' T with cut washers with cut washers �" orae 6 A SeptlCmber j, 1. 5q 0 77777777 7777//�=777/,7/Z,7 . -? , i, , fbce only Reem to be, inch. - ► Edge of Pavement -- - - 6 state I+i En eer civil L _ u `__J . ttl+ r ti+ caveat 1w20M E -- - - `-� - I I I �. b Fte"� faire APRII 1 4 1958 .1 E Y.W�4 .e +��*r e _ Rall W= Offset from bridge curb to edge of shoulder FRONT ELEVATION - -.; R/W AND FREEWAY ACCESS MONUMENT o) N L - Length of guard rail IDE ELEVATION � X - Distance from beginning of guard rail at bridge I �4'Cut ws:lter Cut t�rashers S TAPER FOR SPEED CHANGE LANES in t . e Y = Offset at each t Joint Joint + Poe Metal Plate to be ON CONTINUOUSLY CURBED MEDIANS • �. 4' t furnished by the State .�. .•. :t. t _ _ Edge of Pavement_ Base line Parallel to Pavement _ � -T Countersunk full depth 12 d Nails Joint A :C !D I Cur-b w X W= 3' W=4' W=5' W-6' VV= 7' W= g' P LA N aT8n9ent ; SECTION A A 10 0.12 0.11 0.08 0.07 0.06 0.06 LAMINATED GUARD RAILING kni �' ' AD = Toper Length D' X Offset mounting on curb at 20 0.48 0.44 0.31 0.30 0.23 0.22 '�` t6" NO p 911 end of bridge 30 1.08 1 .00 0.70 0.67 0.52 0.50 _ (Altematire!� A B - BC = CD • � AD Width of Speed Change Lane is _ 40 1.92 1.78 1.25 I. 19 0.93 0.89 1 -�- Traffi Beveled AB' & Cb'err Parabolic usually the same width 85 the SO 3.00 2.78 1.95 1.85 1 .45 1.39 Curb c Flow - - Ground Line - Edge Curves adjacent lane 2 lane highwa 60 4.00 2.81 2.67 2.08 2.00 - c _ �, 70 i The following table gives offsets from a BASE LINE parallel to 80 5.0 3.63 2.83 2.5 - - the EDGE OF PAVEMENT at intervals measured from point_ SAO 4.74 3.70 3.56 , ---- ., . � ..- 90 Traffic Flow Add *Vfor measurements from edge of pavement. f 6.00 4.69 4.50 Multi-lone with median strip on bridge 100 Class A or B LENGTH OF TAPER , FEET ' 5.79 5.56 10• 12.5' l2 S' N concrete Offset from BASE UNE 110 T.00 6.72 90 120 150 180 240 270 i -- 120 8.00 - - _ "'�-- TraPf�c _ DD"=9' DD'= 10' OD�s12� DISTANCE FROM POINT 'A" Ftow ' Offset from edge of pavement = Y• a. ' Multilane with separate structures • - - (a)-Offset from pavement edge to top of bridge curb face 7 • - ' 0 0 0 - - - - - - TWICAL INSTALLATION OF METAL GUARD RAILING AT BRIDGES _ - - - y ~ - 15 Square 0.14 0.16 0.19 7.5 10 12.5 15 20 22.5 - - �or ►c• Dia 0.56 0.62 0.75 15 20 25 30 40 45 Traffic Flow TYPE A 1.27 141 1.69 22.5 30 37.5 45 60 67.5 " Chamfer w _ valve Box cap � '''� B' 2.25 2.50 3.00 30 40 50 60 80 90 1%" Clear Reflectors 1 SECTION 5 to10• S to 10 5 to 10 � r >ti w t• 8' g" Rail Reil • 4.50 5.00 600 45 60 75 90 120 135 20 1 ' � 2=1 B atter Standard Double Stri e b Others 6 Gelvanized Standard ' C' 6.75 7.50 9.00 60 80 100 120 160 180 `. _ Weight Pipe Loosely , Paint Painf set on concrete 7.73 8.59 101 67.5 90 112.5 135 180 202.5 Black N i Black _ 6 VIF 15.5 beam,5 Std. s, Metal Plate to be 8.44 9.38 11.25 75 100 125 150 200 225 'E" �' I$ - `' pipe with weather Variable a furnished by 8.86 9:84 11.81 82.5 110 137.5 165 220 247.5 ` Stencil 0 rn c c�' the State. • Stencil d •E tight cap,or 60 Ib� t0'ro20' '� ! 9.0 10.0 12.0 90 120 150 180 240 270 Station cn Station E 0 Class A or t3 in Black N 00 in Black o � sectionl or equwalent o �• Concrete e. .� ► ie Where Edge of Pavement is a curve, neither base line c d A 000 'cv• „ aD� ^' 1• ► ►. •� nor taper between B• t C' will be stangent. Use proportional o B' to C' Paint ttv a- �� IV Paint r ►: offsets from White + � White - Q67 l • e'The adopted offset 'E'is usual) 2'elon outside ed a of • y x ~ x 0.08'Rad. ',�- - e � v'1 � � 0.04• 0.08 Rad. -45• alt ao3 '� . .. . : , ,.,. Y 9 9 pavement111 but may veryin some cases. .� .�' Iw a>tlfe 2.. ,1 Q25'Max: _1_ s08'Rad T_1 - 15w Square _ , 1 y �'^""'VIN'�'""' EIL • -� or 16' Dia. • 41 A 1' y M 11 A ?j•- ' 1 CROSS - SECTION SIDE VIEW CROSS-SECTION SIDE VIEW 1 �l to or It 7 : i ` TYPE B TYPE B A A : ` ,,. i N 01 `"* ,E �='` �` a TYPE A � � t �, SURVEY MONUMENT A A �, • �' I , RAISED B AR S W61R A I A c 1 INN 1 II 1 ��t �'�r t c c. i , 1 FRONT REAR FRONT REAR SEC A-A Note: Rail to befaste, to t r - - - - .A o 0 TIMBER METAL d ' t. 4 o D t w61a as Per M>i nokturert Instructions " D I �� �,It Culvert Markers Reflectorized when Specified or shown on Culvert List 8 Round Hole. et post in position w61 R b r CULVERT MARKERS ane rill with Ctass'c'Pc� Ilex. 'Ag�regate w POSTS i Chamfer '2 b c c a FOR METAL GUARD RAILING w wsl R PUBUC ROAD INTERSECTION Target Plate ._ . X 8' Reflectors Reflector Frame i/, Yar. 2' 2" Reflector Frame 3-3" Red Reflectors on Rt. W t� R•120' R 120 R. • of Traffic Flow or 2-3"Clear �j� ; T - 3`Veltow Refteders Reflectors on U.of Traffic Flow C. R'3 I R=32' © © _r Red erher,e shown on v1" O g c� R=1'j0• �' R•120 `a 80th b , a - • tJ� A A 13' i N t en to '� Wei t R A A 1 �- 00' o • °' d Holes L Hole: eo Ref lector o A 1 Edge of Perement ToporCurb 3"YelbwReflecfs►s Frame R B c � ` I - - - >K - M Red when shown N a Ede of Pavement a a > 4"k4 S4S Timber Post on plan Psre+nsM--}- bo °o o �ws1 a _ o o ° ' , ti 12 d Neils ' i i M t I wroI R c e Var. t , yt LEG EN D e GUIDE POSTS l . I 1 = ao Pot ! c T fl t PRIVATE ROAD INTERSECTION A I II N I A 11 I l l �+^""~�.,�,� ^4 r-T---H 1 1 t .•d I avid! s p pe Ref lectors Ors l� �t 1j1 Ill K, f"""'""'"""1 I t• •1 1 1"x 4xBtTimber - t �� I For details of j t cv =- A Unreflectorized Color Front Back _ 0 ,��. � ► - Anchor Biotics , t r �, metal post see 1 B Sine I "clear reflector A None tllone STATE Of CALIFORNIA E-- �_! 6uideAbsls C Three I clear reflectors B Clear 1- 1 None DEPARTMENT OF PUBLIC 1X/©RKS • - FRONT REAR FRONT REAR D Single 3" clear reflector _ DIVISION OF HIGHWAYS METAL L TIMBER TIMBER `- "'j _ Not.: s.e METAL CULVERT MARKERS for GUIDE POSTS HORIZONTAL REFLECTOR UNIT W61R CLEARANCE MARKER STANDARD STRUCTURES ` See A-A Type E shown. For Types A,5,Cj D DELINEATION OF TRAFFIC ISLANDS GUARD RAIL,GU I DE POSTS.ETC. See table at right . Revised 1-15-58 Revised to-18-57 Revised s-i3-s•1 C)wC, No. I (o9 I l 0 12. /► gt„K.e 5-23-57 Raw t fns=.wY Rwa.4 10-26-V"5 H -51 Raised bars Culvert Markers t ReflectQrizedRevised 5-23-55 RerixQ IZ-54 Aevi"o 5.3.54 R=v.:ed t-20-54 Revised 8.25.53 Revised 6-29-'M Revisee 10.2-52 Revised 4-3.52 Guide Posts Culvert Markers Access 1 Swvov Monuments Culviert markers and Guide posts S►..d Lane$ Flosts for Metal Guard Rai Culvert Marfivro Pick out Hoke Rosa In+*vast++ons Reflectors Dike .-4 - .. - _ ._ _ . .. .. _ - _ - - •- -7y (i � .�T'.-�.. ,n s.r. ^er..f <�._ _ v,-, • - - • - w y _ �+ ♦ . _ _ - — -fir _ t ♦ :1A •11 ATE r=1MAL PNWBCT 4N. VRCAt No. TOTAL ► DlYEAR No. sNtcTs Div. CALIF. •S-56 -12680) 1957 12 /2• 1 • Roadway Va.b Dat co- T, ROIn �[cTrOM •»•�♦ To1�l EXCAVATION BACKFILL Bridge Construction . Vill sed F !Z 12 L X V BACKFILL — Su ode r I EXCAVATION -Subgrade , Original Ground #Mew Embankment Oriq. Ground Approval Recamrnended Originat Ground Pipe Pipe - Nor 6• - �---• AsMslan► Stof• -� Ditch tai Channel 'flow Line f �`-_- Subgrade '� l�,�,�• Excavation e�►i"'A on v »4 v R - I Embo +f in Place beim E L E VAT I O N PIPE HEADWALLS structure .xcavotion is maids ,�;... �. �. : . ; • 00 PIPE IN TRENCH civil u m"Ro" ti Slope or / 0 Subgrade t•aee•lilr•e! o+a:r� L-. 141 8 oodwe Em i(�k�ri�\ \ �•. � Original Roa Ground aY a 11 1 Excavation I D I .,� C A Ilij A D I� � , �... See Notes New Embark "n� ` \ I I li I ` is Oriq. Ground i 1 I `'. r :• or Subgrade177:Z -17XV7\ v. PIPE IN NEW EMBANKMENT t of Top of Embankment Before Excavating For Pipe - � Shall Be As Follows,,--- For ollr " f PLAN For pipe 24" or less dia: above top o pipe B For C.M.P. over 24 to 90 dia.:30 above bottom of pips i For C.M P over 9dldia* 1/3 point of dia. above bottom of pipe RETAINING WALLS a t. { For R.C.P. over 24"dia* 30--above bottom of pipe ! For field assembled plots culvert= I/3 pant d dia above.bottom Note: If no roadway excavation is involved at the wail IMAVATION BACKFILL Toe of Embanit Slop of pipe Structure excavation will be measured from or Subgr Structure Backfill 6"Above Top of Pipe the original ground. • C,nowd a0an of time -" . P IPES, R ODS al DEADMEN I CULVERT excavation is mo ROrr�►.Emb. derdroins Downdroins I g I EXCAVATION BACKFILL ' Except Un Q• Roadway Excavation Ori .Groemd EXCAVATION BACKFILL Original Ground — P s" �e rorig. Ground . - I, -,,,i I' r-- SECTION B—B _ PLAN OF WING WALL SECTION A—A • EXCAVATION BACKFILL Roadway Embonkment adwy. Emb. % . . t' E-- -�I I' -� I'�• I' ,1 .; y $ice Slope C U LVE RT IN TRENCH Orig. Ground or Ground surface of time Subgrade ,. •1 =. .<. * excavation is made Ong �t aid s su rads SECTION A—A \R� tgoodway Emban Top of 80 \ m nkm Rdw Excavation :• o o \ Roadway orig. Ground y' ► ,,, • Embankment Subgrade Culvert ` Sub Culvert VVAWA" Q P. wyert Roo dwoy Excavation Subgrade Orig. Ground - Elevation J ; CULVERT IN EMBANKMENT — y - I I - - - Flow Line SECTION C C � •• Orig. Ground Ditch a Channel NTS & ADJOINING WING WALLS • � t• Excavation —� I � BRIDGE ABUTMENTS Paving Notch SECTION B—B Note If no roadway excavation is imrotved at the bridge - . . a LEGEND .� Structure excavation will be measured from the X •. . . Roadway EmDonknveM WING WALLS I ground. origino rou structure Excavation (Onq. Ground ,. o; . Structure Sockttll aY Ditch a Channel Excavafion e ' GRADE TOP CULVERT - • Roadw� EmAantnneM � , i , - BOX CULVERTS EXCAVATION BACKFILL EXCAVATION BACKFILL : [Hill 11 1111ff1 Roadway Excaa►otion i Embankment or +. Note Subgrade shots be towesf sttebgrode os Original Ground •. Embt defined" in the Standard SpecKicatians Embankment or '' EmbankmeM or �r Original Ground Original Ground . 4 original Ground (TATE or CI�IIrOM11A • Const. Joint ''-v• •- e[►ARTIItMT Or PY•lIC �� Orig. Ground Channel or Ori Gr. ,.. -, i Channel or O►i .ir, Const. Joint i v Ditch 5 Channel -�' Ditch a Chonrlel �• r - ''�° Excavation �*�•` Sg-8D CSG 9 i Excavation ;• i -.� �-- it I 'I-+ --4 i'E l STRUCTURE EXCAVATION AND Top limit of structure excavation anal OaCkfill I: original I Top limit of structure excavation and bockfid is orlginol ground if channel is not excavated round it channel is not excavated ° STRUCTURE BACKFILL MONOLITHIC CONCRETE SLOPE PAVING CONCRETE SLOPE PAVING RIBRIDGE: � . iZo 12 SCALE: E• • 1 — - - vie 19 55 Revised: i 2-19'54 - Re s d: 5 Revised i e I z3 5a Revised A 62 • k•- Retain.Walk Sr.Abut.4 Adjoining Wing Walls Key on Retaining Walb Title Copir►9