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f '? INDEX OF SHEETS SHEET NO. 1 TITLE PAGE SHEET NO. 2 TYPICAL CROSS SECTIONS SHEETS NO. 3-7 PLAN a PROFILE SHEETS SHEETS NO.8-12 INTERSECTION DETAILS SHEETS NO.13-14 � DRARAGE DETAILS SHEETS NO.15-17 J MISCELLANEOUS DETAILS SHEET NO. 18 SUMMARY SHEET SET NO. 19-26 STATE STANDARD PLANS 9WET - NO. 27-32 SIGNAL a LIGHTING PLANS SHEET NO. 33 FEDERAL CONSTRUCTION IDENTIFICATION SIGNS SHEETS NO. 1-35 CROSS SECTIONS fAil K1tNAROIMO • RIVEItftOE Co. --- 1--•- --- THIS PROJECT SCALE N MILES o a 20 !0 10 e0 CONVENTIONAL SIGNS County Line — • - — - - Traveled Way City or Town Limits - - Railroad Tracks Township Line Levee •--� -.. " - Section Line — Culverts k = _ _ _ _ _ _ _ Grant Line - -- -•- Drop Inlet Fence a JL- IL Power Pole Guard Roil Power Tower Unfenced Property -------- Telegraph or Telephone Pole Right of Way Line Bose or Survey Line3 0 I Marsh Mrr• — �• — r STATE OF CALIFORNIA TRANSPORTATION AGENCY DEPARTMENT OF PUBLIC WORKS DIVISION OF HIGHWAYS PLANS FOR CONSTRUCTION ON SAN BERNARDINO COUNTY HIGHWAY FEDERAL AID SECONDARY PROJECT N0. S- 695 (6) ARCHIBALD AVENUE BETWEEN STATE ROUTE 66 AND BASE LINE, EAST OF UPLAND — - - 1 TH ST Alto I ST Loma L OMITA OR 0 `06j V �o Rows CT. QI BASE 49 WI W 70 OEATN VALLEY M;KT ft SwEn 08 SBd 695 -CR INTO CO. W WW TO LITE VENIM i � O TO NfMOxl1lN t J 00• SAN \TO WARCNLNIMT N m "ER C U t •�'0'"' BERNARDINO 40 Psumn Los 'B V TWtLLE momes &MWY 000NTY 00. fAil K1tNAROIMO • RIVEItftOE Co. --- 1--•- --- THIS PROJECT SCALE N MILES o a 20 !0 10 e0 CONVENTIONAL SIGNS County Line — • - — - - Traveled Way City or Town Limits - - Railroad Tracks Township Line Levee •--� -.. " - Section Line — Culverts k = _ _ _ _ _ _ _ Grant Line - -- -•- Drop Inlet Fence a JL- IL Power Pole Guard Roil Power Tower Unfenced Property -------- Telegraph or Telephone Pole Right of Way Line Bose or Survey Line3 0 I Marsh Mrr• — �• — r STATE OF CALIFORNIA TRANSPORTATION AGENCY DEPARTMENT OF PUBLIC WORKS DIVISION OF HIGHWAYS PLANS FOR CONSTRUCTION ON SAN BERNARDINO COUNTY HIGHWAY FEDERAL AID SECONDARY PROJECT N0. S- 695 (6) ARCHIBALD AVENUE BETWEEN STATE ROUTE 66 AND BASE LINE, EAST OF UPLAND — - - 1 TH ST Alto I ST Loma L OMITA OR 0 `06j V �o Rows CT. QI BASE 49 WI W (OUM M;KT ft SwEn 08 SBd 695 -CR 1 W H � O t J m U t TRYON ST. EO STA 167+27.91 BK, . STA. 167 +27.70 H. r —_ &AN BERNAROINo RQ KtEnSTACIRAOCT %Upland f — ELECTRIC E NPROJECT ST 206+85.01 LINE fA 5 7/0 Cucamonga BEGIN PROJECT 0 STA. 152+32.00 0 v 0 SCALE IN MILES 0 0.s I ST ;b soy Bv"Ordino �0 N NET LENGTH 1.03 MILES To -%" Be►nor&MO A DIST. (OUM M;KT ft SwEn 08 SBd 695 -CR 1 33 S-695(6) SAN BERNARDINO COUNTY COUNTY OF SAN BERNARDINO ►1 � 1 � we r •�w• a STATE OF CALIFORNIA MT'R1CT ENGIkEER 1 TfMC� ,— CITY & C07WTY REGISTERED CTlIL ENGINEER NO. 6522 APPROVED 50pfernber 711 19 6y J. C- Womack STATE Nlci~Y ENSINEER REOISTEREO CIVIL ENGINEER NO. 9049 QS/vrY STAT/ NI offallrota= CIV ffum"NeR NO. :590 C_o n frac t No. 08-481114 2 Hoar WN to .t. 1 .., ..• .... .a.- r - ....M RIPV I Southbound -- — - 4 5' M inimum I ISurve y Sec tion t aie Impro vemen t Nor th boun d -�- varies 0 ' To 7' `— 44' Min/mum R/W - ------------- - - - — - / Mm/m um 250 Type ''B"Asphalt Concrete -- - )'M /nimum � 0., Seal Coat - - - 0.04' 0,0 e,'7 Graded Asphalt Concrete ------ — ' -Fog Seo l Coot i Fc9 I - - - - AM Ile 1. B. 5 t- / 3 5 2 � � I Profile 6rdde 3 i Const, Type A2 -B (Mod.) Curb _ _ __� type Q z -8(�1od.) Curb = Directed B The En /neer 0.7s Closs ,Z Qggre9ote Bose \ 3 /• Slope As D y g -3'/, Slope AS Di,-ecte�- 3 / Or F/atter , ovM Or Flat ter S A.152+66.50 T 0 STA. 206 + 6 6.75 Z . /O•'/ Or Flotter ,41../ Ar Flatter. y Vr< -M to en&f S,0 N,.A C10 C-rgfiwa/ � Const • I Variable I Variable Fog .Seat coat I- 004E .3' z1' 0. z S' Type 3pha/t Concrete 3 1 Varies es s/ s wr/mss ,_. :'�', • ,• • • o�.•i • -•I - - A Cot7sf Type A t-8(Mod.) Curb 3 Y, 51ope A.s DIrea ted By The Engineer 2:/ Or Flatter 0.75' 6/a33 Z 499re9otc Base INTERSECTING STREETS ARCH113ALD AVENUE TYPICAL CROSS SECTIONS Seale I°•4'-0" Except As Noted TYPE A2-8(MODIFIED) CURB Scale I"= V-0" AS ! R a e D.P. R. STAT[ FEWRAL PMMT IM DIV. NO CALIF. 1 5 - 6 95 6) WW" TOTAL Ib. Own 2 1 J3 01sT. OpUk1Y ROUTE MC- Q8 .�Bd 695 C.R. 2 33 SEP 7 1'1x5 o CM &oo� c n Rra cwK arsnKSR Mw 4522 ASSISTA TATE 141GHWAY Ik - 1 REGISTERED CIVIL 90461WER NO. * 6" Deep Across Commercial Typr Drivrwogr e/ass ,Slope X% A s D/rec ted By Tho — I/ar/ab/c SIDEWALK Scale I 4'-0" DES/6N DE516NA 7-/41V A . D, T. (1 964) i y A . D. T. (/ 9a*) /e, e/z D. N. V. (/904) /, so/ D*A3'/• T = 6 '/• y • f0 mp.h. NOTE- Dinxvwlo►ns Are .subject To Tolerances *eci fled A The Standard IpeciflcaMms. A// AS,phe/t 4wcret& .Jrrw5 Other rhom 41xn Grrde+d Asphs# Coxrete IY'// Arfalre A F09 SCO/ Copt. Aspholt Concrete Drivcwoys f Privote Rood Intersections Sha /l Be Paved With 0. l7' Type "B" Asp ho It Concrete 06024 4911// r . �, D v^j G filo. 2 y 2 33 or ( v 3 v�.� ''r' `� See Shect 9 -a ci qj v 3 d a °' d a o _a' - `� For /ntersec tion pe to/ 'y u L%v cL cru U ;n k Sc O /e / "= 50 Q� Q- ��, ,,� Q �- -a v 9 � I v m tj ; Q -v CO v ac; v ;� a _1z C, d j lJ i y lL i V = Y- _ �1 y ,- V7 > a 3 v LL v_ �� v v" " 4 `J 3 u V vi V* y L 4 p CL u>i l f— L .� nJ ap G u� „ 0- cL O 3 ire m t �n� En c� �► J'� 00 00 O � ti `i 3 Z O See 5heet8 Fdr ® ``I7777-1 1 \o Q Intersection Detoi/ O } �p '00 o v Place /2 2 L F, 7 eiq A.C. Dike i \j iiiii, o. O I YP I 6O u'� Const. 20 P. C. L. D/W - BEGIN PROJEC T �' i 'Iq �� CO r7 t. 6'Pc.0 Sidewo/k _51L47. 02 /f STA. l5 t 32.00 �: I K1 p I I� � r � � � ✓ v l�v � i, � Cons f. -f P.0 � I ut ern Calif, Gip\' Const 6 P. C. U "1 Walkway I I I S!s Gos C o. p� 5 I'd e wa/k 0 v tep-5eeSht Z5 R ,f H. P Gos 25'R J I 'Cl .o z 421 c J3 i u2� z 3 - I ► R. STATE FEDERAL PROJECT N0. SMEET TOTAL DIV. No. No. SHEETS 7 CALIF. S -695 3 33 DIST. COUNTY ROUTE SEC. SHEET Nw TOTAL SHEETS 03 S, ,BS 95 6./3, -3 33 S7 �v0M� C, — `r' U Q. v V, U 0- V cw >� a v � v '— cLQ- w - COUNTY ENGI ER REGISTERED CIVIL ENGINEER No.8495 v >`-- >�+- v C a V V� V V DISTRICT ENti1NfE TRICT 11111 V Z 0 ��o�Q oov' v�v� D" � d SEP7 1065 EL `1 )Z (b LLL j Q A"ROVED I Coni t /,2'A. C. 01W — I • .Sto, /*,3.3 // 0 ® O O CITY i COLIMA RODE S EER RfdISTERED CIVIL ENGINEER NO. 6522 � I I Pp to 8e v' em0Ved el n1 ti n 'P6.0 + Co s t. 6 k Sidewalk O CO d�llsJor��►i Cor134 .4dd/t/ona/ u a fonsf A dd'ition�c✓ �� T7T/ . I Cons t Cross 6 utter Exist.30"A.C. P. �� - 3 r -3��y � �. 3��Gwa1� - - - ® a - -�- - - -na - - �n - 1 Z �3' ' e��11�- p — - - - _ gs t� RRr�ex/ -- - - - =Cin:sem �i�,�� - -' 6 = - - - _ - - - = - - - --� ImProverr�ent -- ---tr5 - - --- 6 -- -,�'z 0/ _ Improvement -- _ m ro I p ve ARCH I BAL D AVENUE Survey a , ----- - -- _ -- -- _„ _� - — -- 5 u r v e �--�o l L.F. �9' /B�.MP �V 0 0�'45� v1/ 24 Li c- Cucamonga Co, Water Dist N.:. 07 47 W 8 I �. Y General Telephone Co. Exist ,24'"R. C. P. lonst - _ _ -w- P - - - - - -1 - -- - - - - - �- - - - li�L--�" ! CUrC i #�� } Under 9rou nd Conduit T - - Const T c 6 - - _ 'z Pipes to RcmoininPlace --�• �-Affcz - - - -- j -- - - -�- �-----_----- - : , Y � -F + � Im Stv. /5.z x3,2.08 = 25'R� /� %7 I �i G ir►�► ( r j �v Q * c ✓ i 7 L t. � S ur ve Sta. /5.2 3/.90 � � � T �� . O �1 I �; II ��;� '✓� D O Note: �" O I I ti Const. ype A Junction f�os s O. i I �\ N ,� I• h V, Va- ; V Q O ! O Q, Vivi V h Q V .� Existing Foundation Place 44 L.F. 9x/8 C. .P. A. Q J; \ �!ap �.Im�, Sto. /Sitio/5 - vt� �'� Q Q;� !h �` I i'��"}� � Or7/y JI� d Const I , i R 700'& � Sur, Stu, /55* 6/, 3� Q, h `0 li a i O I Y, No, c 0 Q + ,:ice oil in Placement Of iO '� a �; 0 h See Sheet 8 For lntersecti r� I.0 �'�' u 9, �� a i I� �� V o� V �' o.,� v De tai/,S J I Q O O. /7 !YPe B A . C. On �' 1 >n . \j n U o V vl 0 � t\ Pork way Sfa /53 f 48 b y R 0 O oLO C �J I I 1� v 3 �i 17 u l8 V 16 L 19 a i Ci-_ i .� � 15 . Y `� 14 u n � o ,� 3 r = Q u o h \9 7.00'Lt. sC Sur..5to. /59*/8.97 L, v o -� -�� v V w - U Y V O a 3:: �, 4 v w 3 nj �, v v {- Y 3 o g o c qj a G ., u S a In vCN -� ,`�� '� j u - m v w -� '' -v d p y v �.� 3 o }'_- ('n?RECTIO!�!S. TrilS SNS ET v Ci! T v �- O u�1 V V _ - V °0 - U 7-� v u u a � �n � Q : c e) z Q .g o_ u s '- `' F= _ (l L 11) Y4 to c7 p CL O Cj V V O >` d} - Q a y p- a V _� N CJ 4 11 V >` CQ u °' a v p d rn r2 o a -1 oo :� u ,a, 4 iL 3 cV CL d W 1 LL a F- 3 �� Q a a- v co 3 LL w 3 a ✓� ci v iJtin� moi 0f 5 Q �Cn fi os� I Pec, Blond oni has$ f ide 0� A chl ld C� Footku i ev, ; T i I - - - ----- I I i - -- - { 1 I - — --. t-- • ---+ --- �- ----- — - - — - ------ - -- -- - r I I iz 01 Owen - - - - - -- - -- : - - -- - - - - - -- - - - - - - -1 IV]ruD-# - - + --- -- ref ft - - : _- -- - --- _ - -- - __ _ - - -- - - - --- ---- I i =� -+- -- - - -- — - -- ---- - - --- -- Z0 ---�- -- Walton - - _ -- - - _ - - - - ---- - - « +- 1 , I - - -- - -- - --- - --- -- A ; : - - - i - - : i o _ - --- _ . _— -- - - - -SA7 16&e6 r- i -- - - -- - -+ - ---- —t --- : T 1 --- �- - -- — --- - - -- -- --- -> Er-i�rdt -� tre m t - - - - - - - --- -- i A- - - - - - --- -- - --- -- - 1 1 ! �` - + t 1 t - I . r ---- --t-� - --- - f -- - - i - - - -- j - - - - - - ;Sty f�517?n#TC - --- — - - __ = - -- --- - - - - - - 1 - - - - - - - - - --- - - -- - - - -- -- --- - ! ---- - - - - - - - -- - - - - -- -- - I - -- - - - --- - 120 % _—rt//V J I — - - --- - -- -- - - -_ -_-- -- - - - -- -- i - - --- - - - -- errt ra ;Sc >f _ _ _ - I Cu. Exc CD2 X90 62 7 _ �_/� - 7Q_7_ _ -7_�Q - - - - - -- --- --z 79_ Yds Emb _DWG No. 2q 3 433 Impro vemen Survey ,I R/W L_— V_ Seo/e l" -5d a b 1! V ROUTE SEC, r Lu .4-i 4- TOTAL SHEETS C6 f ed. c c. R 4- 7 �l 33 CHIV � v o L5 iJ (D J V ' � ape rot Impro vemen Survey ,I R/W L_— V_ Seo/e l" -5d a b 1! > -►_- 4- d ) ti i -v Y X - v- I� u u L 0 0 w :3:i L v _-O_ , 3 0 v v v v In v Le N �-- d v C� >� y \ V > v �- O O O Z O p V H iQ w � L� v cl: � D i d Y �J V. `)E = = I J = v u N o kJ ^J p .II O U Q Q) > - v v +�- �/ -G '2 E- I iW, a. P. R. STATE FEDERAL PROJECT No. DIV. NO. ICALIF.1 *MEET TOTAL No. SHEETS 4 33 DIST. COUNTY ROUTE SEC, SHEET No. TOTAL SHEETS C6 f ed. 0 c. R >v L 33 � v o L5 > -►_- 4- d ) ti i -v Y X - v- I� u u L 0 0 w :3:i L v _-O_ , 3 0 v v v v In v Le N �-- d v C� >� y \ V > v �- O O O Z O p V H iQ w � L� v cl: � D i d Y �J V. `)E = = I J = v u N o kJ ^J p .II O U Q Q) > - v v +�- �/ -G '2 E- I iW, a. P. R. STATE FEDERAL PROJECT No. DIV. NO. ICALIF.1 *MEET TOTAL No. SHEETS 4 33 DIST. COUNTY ROUTE SEC, SHEET No. TOTAL SHEETS C6 f ed. 95 c. R 4 33 DN - ck. -14-- COUNTY ENGIN R REG}ATERED CIVIL ENGINEER No. 8495 DISTRICT ENGI ER TRICT VIII SEP 7 1,1 5 _-- APPROVED CITY i COU SEER R ISTERED CIVIL ENGINEER NO. 6522 ---TR/w t C` rmDrovement• ,f Survey Type 'B" A. C. 0/7 ParkWQ y EQ. �' ITnp, S tv, /6 7� 2 7. 9/ Bk. �. v Sto /64-o"27 v � � � � � Imp L5to. /6 7f27, 70 Ah. � _ o Sur Sfa, /(727.70 C & `\ ^ 2l 4 $ tj o v v J E-- - W �' �U I W w LL I -- 3 IY) a � Q- ogo v G 3 N OQu�v u �4' °� p�Q' llJ oGp. Qo UpO � — > p d �' W p a' Q` J� r- u �3 C1 O �- V T- 3 � r- -u _y,_ X .� N v ,n -4-- L +- c� A ►• t r \9 - vo}v o `9 s L v �� vV%pc y N .9 v -pm o �- O �-op Q C;r./i✓`Y.�.- , E :d o_ U- v S Q ►n _ Q O c o c v -o O v; _ T, ,,, f` �� �.� — # o v u v L Ir _ - v c 3�� v p l�CCR?`CI, X11 LIJ �' in v - O .� w 3-'- Cl -v 0 c7' C O = p$ �[� O CL� �- a s c: a- v v CL +�- CL 0-�0 q L1 �U Q o_ �- u_ ih :v w 3 ao w cL o0 3 n 4•. v ay a: � ,n a a w nc w .�► o� c� -- - - ---- --- -- - - - -- - - - - -- i -- - -- -- - - - - - --- - - -- -- � --- �-- --- -- - -- + --- -- ! ---- - -- � --- -- - - -; - - - -- - - --- - ---- -- — -- - - - - ----- --- � �'` �,. ,fit s /�?. '� --- --- - -- -- - --- - - - ---- - - - - - - - - - - -- ' I � 1T 26I1 - - -- - - i - -- - - --- - i t - + -- ---- --- - — - - - - - -- - 1 - - -- -- - — - , - - - - - - - - -- - ---- -- -- — --- - - - -- - - - - - - - — - -- - - - - , { --- -- - �- - - - - - - - - -- --- - — _ . - -- _ - - _ - - - _ -- - -- _ _ - -- - _ -_ - - _ -_ -- - -_-- - - _ _ _ • --_ - _- _ - /255 1 -- - - --- -- - --- t - --- -- --- - i - - --- - - - -- - - - -- - -- - -- --- - -- - - - - - - - — ----- -- — - - - -- - - - -- - i 4A ! i= t - - ---- - - -- --- --- - -- -- - -- 2 I 1 � t Pro 1243 1V, - - - 1 1(Z,1240 = I /240 -- -- - - _ f — - -- - - t - - — -- -- -- - 1- - -- - -- - - - -- -- } --- - -- # I - --- ---- --- i- --- --- -- -- - -- ---1 -----:--- -- - -- - - - - - - i -- --- - t - -- --� -- -- - -- - --- --- - I � z 2 - -- - - - - - - - - - - - --- - -- - -- - - - - 35 -- -- - -- - - - �- - - -- , - - -- - - - -- r 1 -- -- --- _. - - — - t 1 - t I - - ---- -- o - - I -- - - -- - - - --- - -- --- - - -- - - - -- - - - - - -- - - - - -- -- -- - - 1 30 YJ ,12 1230 - - ----- - -- - -- -- --- - - - - --- -- - -- -- --- - --- -- -- - -- - i - - --- -- --- - - - -- -- - - - -- - - - _77 -- 1 i - - - - I 122fl-------- ---- - ----- - --- - --- - -- -- -- - — -LL - ! -- i - - - -- -- - _ __-_ -- - - - --- ---- - - - - - - - - I i - -- � 1 '� i , IZZS Co.Exp. - - -- 7z¢ - - 713 -- _�/8 - --- 7 0 9 - - - -7,Z5 _ --- - - G 83 -- -- -- B 7 9 - -- 7 6 9 ---- --� 1 f1 - ti 6 Yd:. Emb. z I4 Z l / / // Z - / / /'� / •l .2 / 7 / 7 I d Sta. I6/ 2 4 / b 6 7 170 / Dwc, No. 24 q o� 33 u ii �' V, O E ci 3 S v Scale "= SO' _ Q �, LLQ. W'LdIJ LU `9 U "� `t U 3 _ - 0 I o '�U > 3 p f L a' C, v v W y O F- a 3 U-� -v r- Q O$ 4- Oj rV L rl �u �D°'v��'-,�v off,' Q vl/ �✓ U R/W Improvement C Survey R/W I R ► R. DIV. W. STATE ►tOSRAI ►RpJECT Nra. SEC. sNEET No. TOTAL SHEETS 7 CALIF. S-69Sl�) 5; 3.3 DIST. COUNTY ROUTE SEC. SHEET Na TOTAL SHEETS Q5 s, Zd, 6 95 5; �3 U - a. -- COUNTY ENGINEER 7RtGRED CIVIL ENGINEER N0. 8495 DISTRICT ENGINEER STRICT VIII SEP 7 APPROVED INFER STERED CIVIL ENGINEER 110. 6522 � T Improvement purvey .- - r„ .1,v• v z i - t/ r v Af _5fa. 2 •DO Rf = p L � 0 � � h �: a0 "; 3 v o o _� � _ u w v� v �� v, 65 r CL w Q1 �� 3 O E • Our W W > 3 a i �" U` to w r� ,� v ,C � Y v v w L �, v ,� 3 �, — w a 3 v— W G l sT V tl UJ v N L Q w LU A ll1 Q• V (iJ ���S R r U L- o - D �' V In v .� 3 0 o v > o .� u ; o o W �- l T- 3 0 V — V O C f1 u el' O 3, }' �- V y C> s` 1 �_ V --,Q l LU D CL r' 1 S O Q� O` `= lJ C7 c V L- L lL_ M U V -�- a Q V D �- L v N Cv +- p. L -�_ C ,! La y r` _� h+ aQ E' = i U L Y1 IJ_ = G p V 3 n L a V S p+ - I n r • V cl _ _2 4- r- d 4 (� N a. �' U ' K' 0 L D L . L v v — V V > a- •- v� v �.. ,- --� UOQ U �_ �1 S N ? > v _� a- C i;0;�.� 1 HIS SNr El CJ .� V - v O �) i. `� a = �' '" cr v `-� >. 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E"..z/ 214 214 214 -- --- 2 /5 --- 230 - - 2 4 214 214 .214 12 /it !2 ,799 Sts<. 1/ 75 6 7 8 9 /80 2 1&7 QwG NO .2 5 oJP 33 lir >` .:.-_ S. P. R. DIV. NO. STATE FEDERAL PROJECT N& ROUTE SEC. SMEET TOTAL v-� p �CC7/F ��_7r-�' v O ���� 06 // No. SHEETS 7 CALIF. >` .:.-_ 2 ,� � V DIST. COUNTY ROUTE SEC. SHEET No. TOTAL SHEETS v-� p �CC7/F ��_7r-�' v O ���� 06 // �9 �✓� to ✓ — - �_ w 3- v \Q Q 3 L S 1 Li COL E GINEER REGIST D CIVIL ENGINEER NO. 13495 o LD �'V 3 Q_ V w C� V V V+ Ly i ® p Q O 1O Q 'L Q c S DISTRICT ENGINES -- --- Q/ — — 3 jN) CT V Q — ry r ICT VIII d v = _ -k-- c �' - �, ct v o �- i�' 3 �- v- <., t Wit- SEP ' CD ui�! ap �9 111 Jrjl N N \ V) \ OO Ll1 O N 1 ., f. to s= ` - ---- - ' � � � Nl �( (%� APPROVED I� �� CITY 6 C �RJE REGGISTERED CIVIL ENGINEER NO. 632 �;►: Calif, Gas Co, �: �' w F777� �� ° `� N • P 4'' G a tI `� o °� h Yi -, �J Tror�siiion PC,C. A'N'CUrb X14 c '`,\ .,I -�0` ��0. , �; o ►� ° '�� F,- 0 ° b o - = ' -c _ A[s D/'eCtCd B rhe En sneer F --Pipe TO Be Re.�O ved �rj , co � I I. Cot)-Ct Tye -e A 2-:�? *,'o��i Curb h . /Vl' /w LN 'r , - _ - --- T — - -- — -- ----_---� �-_ _ — I/� ,orOv� mgr, ,' ► 7"j/1/`' %.-5 - --- -- - - -- ---- �S S u r v ei Iv . - - - S -0 y„ -- - - -- - - -- - - - - - ,� - -- - - -- �4 LIn� - - - - - �uc._�mor,�c► W �+ �. Dist-- --- -- - -- -- 7 ---- ---------- - ,r-�= - - - - - - /ac 0,,7"TyAe''B"�!•C Pipe To Be oved Survey �- an77 �7 r � W - - --- --- ---- i / L o 5 t- ?-TV ,G A2 - fi,� r G �, "L, r,2 �� In o h V U Q h Ica VI 41 11 Lt 12� VN vo L\ � U � � � V) s 0In 4/ L 10 'i►r Z W J W J w w ,.r J w LOU- c 3 ur V W r' ``' " c3 .+ _ �-s' u v u V O A S � � I L rE~ b W O N • U J v+ L + v p, ti + U �- v > v p S7 op ►= a z �. n , Lli v V j ; c Ci] v i J ' S o _ ;- " �) �' i= Q1 G` z N d � oC�• > _,_ ter— o CORRECTIONS THIS SHEET O a� / / p V v) DC - p` c �; O �► u G� d v L ll' Q �' y I- q C) 0 V V y _ L- Q fSY 1L • '� .....0 J -- Q- Q -� # c? ,•' �J >� _ v p _V V - 1 Y G� U `j V a V >` V Vi QJ U _ C � , U _ Uqj lu _ _ Q r� 4 �J Lli u �. i �l. f �� `9 i Q �y ocJ o y ��� aG��'� a �a��� gad- U o� Vt� �1 ............. � _—.�----- -- .-- - -- --- - _ _— _�—_ — _�_ _ - { '� a �' /, a- t/� O -� 's Jc1J J J li- a- Il) vJio �! U QO � o-- � V O !~- cV 34J QD rr DD S.M. 24 5ef KK p1KC 1n iN 5t Face 0 3' EEC, S orf SCa 1'�2t 5� uv �t�v. - - j S e t �! B2 -- - - - - - Ford - fi , i _. __ __ ► 330 f MON -- �- _ -- - - - - - - - ----- - - --- - - -- - -- - --- - -- 1,525 - • 132 0 -- --- - t - - - + -- - ; -- - - - 1320 - - - -- - dT i t I 1 i , 5 - �' i � 1 ' I - - - - --•- - -- � � r � i _ j �_-- � - __ __ -- -_-- �; - { + - - --- -- —�- - -- t 1510 - 1 - -- i t — - - - - -- ---- --- - - -- --- - - - — r--- -- - - - — - - + - - - - - --- - - - -- - - _ -- - + - _ - --- - - - - --- — - -- - - - - - -- _� • , �, # •---- - - - - to - -- - - - __- -- -- - 3/0 }t- -� --- -------- - - --- --- 13J5 t �;� �►- Q _ - - � -- __- - -- - _ _ _ __ - ------+�-�- -� ---,ql ! � � ��' - _-�--r Fr�fife } Gr�ole .� • rr# - - Lkt /30 /30J I - 3 1 /300 /295- --. -_- Cu. Exc. _ _ 799 _ _ _ ._ - - 7173741 72? 7,20_ I744- - - -- - -- -- ---- - - -- - _ -- 7 - -- - - B �� - - --- BO,Z - --- Yds. Emb. I 21,%; Z� 21 % - - .Z /4 214 1 �� 9I4 - 02 �- �c / c��l O t0�40 7,94 1 -- DwG No 2-g (o 433 _ Dwy. No. 2A 33 �I w hl �o V �vh cp k V) o f 5 x l l' Const. I Qz V) I V E a 5 went g Improvement ,5fa. 152,,32.08 Sco /e //'=201' Curb Re Purr,-Doto R 1J-89°59'00" T -24, 99' L-39.26' Curb Rc turr7 Qu f f3 =2,571 i d = 90°O/'16 - T =,? 6T=2 L=3928' II ,140. /+66.11t AS -1;t lt' 00e- A%' I II Cut Meet Exist, Pavement �I s to. /tz z �I r— ,X7 CR 4/ 60 'Rf Foo t12/11 Q/vd ,pG.c. s/�✓ Stc� 0t60, 98 - 1Weet---&r-ive-wo y W ter 5r1W - if/leet Exist Curb � .�ia'eWp/k - B, C. R. 36'L t 9 Archi'ba Id Ave, E. If R, /8'L t r EsfQcio Ct, Irnp. S tq. 1:5'2,, 9 e5 6 6 5 to 0 6 a Q D cons 6' PC C Sides wo /A- /3- kR. 36'1- t Archi bo/d A ve. v 1172p, 5 ta. /55 /8. 5'O In p �Q� ' const Addiliono/ 7��' Pl. C 51o'ewo/k Foot/-?/// Blvd. 57147. 0Y100 Cons t. Type A2-6 /Mod./ Curb Const In/&t a ° N i - - - EX s t. 30"",,3, C. P - P/oce .?9 x /8„eM. PA. -- - - — -- - Improvement -� survey - - - - t — ” g Sur ve y Sto /3-,ej, 3 90 I /53too /5,!�t00 I ARCHIBALD AVENUE --- Const. Junction Box Cvi�-t. c/unction Box i Const Type AZ -6 /Mod. Curb -- Con ; f r Inlet — ap �- End Side walk 3 -to. /53,,48 8.0 R. 3C' Rt � Are-hiba/d. Ave Imp. Sfo /S,? 99..20 -E C. /5. 42.101,L 7. FootA, // Blvd oto ot6/ cz I ,5 to 0 90 � �O �T MlIrv) C b NOTE- SPe Spatia/ S�o'ewo/k Defo,��1s 512ee.1- No. 17 �C II I I II� r4End 6 ' s/dCwo/I s 5to. 4.3 l R/lN -. - 0/ace Type IIB„ AC, _Curb return _Do tq d = 90° 0/'00" T = Z 5, 0/' L = 3 9. Z8' 0 I P. R. STATE FEDERAL PROJECT No. SHEET TOTAL DIV. NO. No. SHEETS 7 CALIF. 5 t10 �) 8 33 Curb Return Dato /9=25' d=89°58'44" T=24,9 9' L = 39.26' E. C, R, /8' Rt g Es toC%O Court 5fa. 0OL60.98 Consf 6' PCC. Sidewo/k B. C. /3. 36,1 L4 j� Archibo/d Avenue Imp S t a, 15 f 04.50 i' DIST. COUNTY I ROUTE I SEC. SHEET No. I TOTAL SHEETS 08 s, ad. 16 9 51 C, R -T87,33 4QA-GL . COUNTY ENGINEER REG RED CIVIL ENGINEER O. 8493 L DISTRICT ENGINEER RICT VI11 SEP 7 APPROVED CITY i COU JECT E ER� REG ERED CIVIL ENGINEER NO. 6322 R/ W Cons t, Type 4Z-8 Mod,) Curb —/ -- ET,w Const. Additional 7.33' P. « Sldewa# /.576-,-00 N 0'08'4 5"W N0"08'45"W ---- P/oce Type J3 M A , C. - --- . \ Imo Sta. /55,-6/, 52 �-- 700'/-1, � S ur. 5 to: 155,0-61N ES fQci4 C t. Sto 0t00 /5�7�00 Imoro vement Sure y AS BML T CORRECTIONS THI-: SHEET E. T, W. R/W INTERSECTION DETAILS FOOTHILL BLVD. 8s ESTACIA CT 3 End 51'0'ewalk 5 to /60*62 Curb -7eturn Data /c � A =91'4/'5/" T=zs.75' 1-=40.011 36 'L t, � ,4r-chibo/d Ave, 1 ter,, Stc�. l59 X68,,25 - - -- —\ 22 ' R t , S017 Oe,-Wal-dl70 Rood -5 to, f5z,4z �Ihl Plo,re 59 L. F. Type A " A, C, Dike +� M&& f E xis f. AC, Dike —, V I j Q � /T/w Meet EX/5f, Ra ve M er7 t Stn. 2,-00 1 L SAN BE',�TNARD/NO RD, /V 13 7 "56'08 "w — Cut Po veM e/7 f S to 1,179 // W ,I I �o \ Curb � 3/.df iva/k ni /*00 N N jGor�sj Cross Gutfer - �Io sta. /t�3 v LIQ o'er E C, F ,22 ' L t �` Sar, ,Berr/4rdir/o Rd. sty 0� 59z3 _ R. 36 ' Z t Arc hi 6 o/d Ave, S fa 1.5-8,,-,74, 74 Cy�b Re t�rr� DGta - f3 a - 87"47'23' T = 24. 057, /— 30,31 If I Ql qjo W ti� W �..4.5 Lkj COUNTY ROUTE O DIVP. R. STATE i S, Bd O I OI I � I � 1 O CALIF. ,$-G 9s (6) % � (�\ CI v 7' Q + v v i j O O h I \0 l v Lkj COUNTY ROUTE O DIVP. R. STATE FEDERAL PROJECT NIL S, Bd O I OI I � O i :Q O Q QZ Sto. /60 f 35 PC. C. Curb Tronsition _ c0r73t, z 5'A,C, oIW .51114o, /5 9 f 9550 � Imp. Sfa. /59 �/9. 42 = 7 00 1 E t, �` S ur. .S to; / 5 9 t /8.97 = 5a/7 Ber/7ordino -5t-a. n 00 _C0173t 20'Q.00,01W ita. /s�tzs _ Cost 19'A, C 01W .5to, /58 f 9 9 ca? -5111414c D/W .5tal 15? -10-'1 / 00/73t /G ' ALI'.']2191 J/a- , 1,57 t, (v3 i COUNTY ROUTE SEC. DIVP. R. STATE FEDERAL PROJECT NIL S, Bd 6 95 I � 33 O CALIF. ,$-G 9s (6) % � � O 7' + - - - - 36' 4 5' v Qj i ; :Q O Q QZ Sto. /60 f 35 PC. C. Curb Tronsition _ c0r73t, z 5'A,C, oIW .51114o, /5 9 f 9550 � Imp. Sfa. /59 �/9. 42 = 7 00 1 E t, �` S ur. .S to; / 5 9 t /8.97 = 5a/7 Ber/7ordino -5t-a. n 00 _C0173t 20'Q.00,01W ita. /s�tzs _ Cost 19'A, C 01W .5to, /58 f 9 9 ca? -5111414c D/W .5tal 15? -10-'1 / 00/73t /G ' ALI'.']2191 J/a- , 1,57 t, (v3 i COUNTY ROUTE SEC. DIVP. R. STATE FEDERAL PROJECT NIL S, Bd 6 95 ft. SHEETS 33 7 CALIF. ,$-G 9s (6) % 33 DIST. COUNTY ROUTE SEC. SHEET No. TOTAL SHEETS 08 S, Bd 6 95 6.9. 1 9 33 COUNTY ENGINEER FIE61STVtU CIVIL VGINEER N0.8495 DISTRICT ENGINEER '\ CT VIII SEP 7 1965 — APPROVED CITY 6 P E NGINEER REGISTERED CIVIL ENGINEER NO. 6522 AS B U I --' LT NO CORRECTIONS THIS SHEET INTERSECTION DETAILS SAN BERNARDINO ROAD Qw& No. 2 n� i i u - -- -- —_- _-- ,_ -- D w G No. 2-q to d'33 Scale ,Z- zo' %w ,7.a, zi L = 3/.` Cut Exist. Sidewo/A - This Porton Of Ex i ,5 ting — Side woM To Remoin In Ploce C ons t, Inlet _ Cons t P, C. C..5 teps z - Const ,20' P. C, C, D/GY Sto, 1(30-",40 - --� P/ace .Z 9 "x /B " C M.. R, Arch "l Const, Ih /e t -----__ P/ace Double .29"x/8" C.M.f? Arch 9. G. �' ,36 'L»< �rcii,t�a �o%!✓�.. Ss�• /7��Bt. 83 - Imo. Survey Sto. /79 +40.20 = Church S t; S ta. O t 00 E:cz zz'oW -;f 0iA6r.47 • Coate Gam �,� E �u�s/rit CtI,6 ��su>�a/ i s A ions t /z 'PCC, D/W Sfa. l7� f 64.50 zz i2 = moo' /9 7B' 0 V /O If °o ro 36' /z i STATE FEDERAL PROJECT Na SEC. SNfET TOTAL 08 5. Bd o C. R. No. SHEETS 7 !) S-69 5 (6) f -o p o I � v i O V M Ci D �J V)j L- - Const Inlet Place 2,9'x /8' 4:�IKR Co. -7,5 f In le t Curb Re turn Data R - 32 ' 6 = 8 9' 58' 00" T =.51, 98' L = 50. z 5' 36' Rt;` Archibo/d Ave Sta. /BOfO�./� Pla c e 30" C M P .�I Charch 5t. 5to. 0f47. 96 �j' \ � h � ac — Cor, ,5 t, Junc t i or7 Box Ex1siing 42" R.C.P. Exstin q__ 54" R.C. P, /*00 N 8 91, 53'30 "E Reset Manhole Frame j� Cover. �r G'o'o s - /5'P Place tO9L F T pc A"A C Dikc y �.C.R, 32'Rt � Church St. ly 5to. O f 66.0,2 O 36 ' Rt Archibo/d 4 ve. Sta. 17(6,,- 76. /6 `'- N Y) Curb Return Data R = 32' 6 = 90' 01,15 T=32.0/' L = 50.28' & P. R. DIV. NO. STATE FEDERAL PROJECT Na SEC. SNfET TOTAL 08 5. Bd 695- C. R. No. SHEETS 7 CALIF. S-69 5 (6) DIST. COUNTY ROUTE SEC. SHEET Ne. TOTAL SHEETS 08 5. Bd 695- C. R. // 3.3 COUNTY R No 8495 DISTRICT ENGINEER Y111 _ SEP 7 APPROVED CITY 6 C TY PROT [NGIMEER REGI STEREO CIVIL ENGINEER NO. 6522 R/W Cut Ex is t in9 Po vem e n t' S t4 Z too CHURCH -STREET Meet Exi.stiny iovemenf S to ,ZfZS R1W AS BUIL T CORRECTIONS THIS SHEET V INTERSECTION DETAILS CHURCH STREET Qw c, No. 2� 11 0� 33 K� �� ����� �� ou_ /3 • Type A z -e /Mod.) Curb `4 Ca 18 "t 4'/ R. 9 Z9"'< l8" C. M.P.A I 23' Curb Rodi us - � I I I I i I �I it !I For Sect ion C -C See Std Plan D72-5, PLAN _ For Inlet Genera/ Notes, No ,5c ale - See Std. Plan D72-5 I N LET - STA. 152 + 86.50 LT. �6 - - - - --- I4 -0 - 6 Op Bono/ Join t .SP Std. PI -7n r7-7-5 T For D&toil Face Angle Anchor And Curb Support V Protection B4r.5ee Std, Plan D 72- 5 For Deta ls- For Curb Opening Detai l3 See Std, varies - Plan D 7Z-,,5' 4- -/Oil - /O" --- # Q L 1 b .I I .I M i 1 I F/L 1204 70 1 I z 9 xl8 /2. C. A4. P, A. I A„ �,„ 6„ c __- _SECTION 5-5 '5cq/e . /"_ /'-O„ / s/8" x ,� 5/e " Keys' t40 /8 "1 „4C'6" NO TE 'A '55 Bowe/5 at /8" two fee t /on9 embedded /Z" into fhe existing walls and grouted in P/oCe. Zn lieu of dowe/s, at leas t /,Z" of a// /on yi tud- ino/ rein forcing i� exis ting concre to structure sho/l project into new Junction box, 1 I — _ B. P. R. STATE FEDERAL PROJECT No. sHEET TOTAL DIV. NO. No. SHEETS 7 CALIF. 1 ,5— 6 9'�; ((,/) 1 /,3 33 DIST. COUNTY ROUTE SEC. SHEET No. TOTAL SHEETS 08 S, fad! 6 9 S b -4 ao � m o� o b j > O m > rn a a chi ac • Type A z -e /Mod.) Curb `4 Ca 18 "t 4'/ R. 9 Z9"'< l8" C. M.P.A I 23' Curb Rodi us - � I I I I i I �I it !I For Sect ion C -C See Std Plan D72-5, PLAN _ For Inlet Genera/ Notes, No ,5c ale - See Std. Plan D72-5 I N LET - STA. 152 + 86.50 LT. �6 - - - - --- I4 -0 - 6 Op Bono/ Join t .SP Std. PI -7n r7-7-5 T For D&toil Face Angle Anchor And Curb Support V Protection B4r.5ee Std, Plan D 72- 5 For Deta ls- For Curb Opening Detai l3 See Std, varies - Plan D 7Z-,,5' 4- -/Oil - /O" --- # Q L 1 b .I I .I M i 1 I F/L 1204 70 1 I z 9 xl8 /2. C. A4. P, A. I A„ �,„ 6„ c __- _SECTION 5-5 '5cq/e . /"_ /'-O„ / s/8" x ,� 5/e " Keys' t40 /8 "1 „4C'6" NO TE 'A '55 Bowe/5 at /8" two fee t /on9 embedded /Z" into fhe existing walls and grouted in P/oCe. Zn lieu of dowe/s, at leas t /,Z" of a// /on yi tud- ino/ rein forcing i� exis ting concre to structure sho/l project into new Junction box, 1 I — _ B. P. R. STATE FEDERAL PROJECT No. sHEET TOTAL DIV. NO. No. SHEETS 7 CALIF. 1 ,5— 6 9'�; ((,/) 1 /,3 33 DIST. COUNTY ROUTE SEC. SHEET No. TOTAL SHEETS 08 S, fad! 6 9 S C /3 33 COUNTY ENGINE REGI ED CIVIL ENGINEER NO. 8495 11--14 t DISTRICT ENGINEER rC3•VI11 SEP 7 MF APPROVED CITY • CO PROJE NGINEER EGISTERED CIVIL ENGINEER NO. 6322 •RIDE[ [NOtM[[R C1Vel [A—IICIEIMiilgos APPROVED • ' I NOTE.' Rein forcin Ex is t �n � 9 Struc Lure- S tee/ 5ho // H4✓e A I I /z M /nirnUrn C/e4r0.17ce - T� N 57 -0 - FLAN JUNCTION BOX STA. 206+81 LT. Scale ' 1"=Z' -O" See Note A- Cons f to meet existln9 elevo tion 04616 1/ f EX /.3 ting I . FIL 1,f46,87 � 1 I 94(f/z" SECTION _Y- Y 414(f6„ I I I F/L 1,T44,05 �'4�izN t SECTION X -X SECT !ON A -A 5ECTI0/V D -O A S B U1 I T No Scale 5coleSHEET RY/5�� - .l..... DRAINAGE DETAILS DW G Ilio. 2.q 13 o�lr' 33 I Z9"x 18„ C.M. PA. 2 9 "x le„ C M. PA. Tr- ansi tion 1-134121 N �a 4. ,4 a ►o r N tN �i Transition i T C.EiT23 4 2.96 13W,4/o Deio. f£ E 1.-�L34:36-/ 'S/c� . *b Dep. !{ 1311,/- ,, i 4 R i 80� �Li CO Box /34/. M5 t /1�/� •�i/L PLAN scab -0" oil r. E/. �2 A 7 Q C. T7� Face An/Anchor r Curb Yiut�port, SSE.. T C. S t 3n J -7r,4 D 72-5 E f. II II � To Box �. L /�y~Cxde�ara�/�ai %g" Checkered Phte C✓rr G'Cc N j eFrame For Defol'& Sec .St and-7rd D 7.' 2,_ 91/ 4'- 9 � N 4 9., #40 7� Total2 "4@6'' E xis ting 42"R. C.P *16, Totol4 FL,4/V 1 Toto/ 4 1 - 6' - i �I _ -L Olt jZ'h -5e/l" -� — o r 0 i.� 6” T _ 04 SECTION Y -Y OUTLET STRUCTURE STA. RT. Ir ?_. 1o �„5@6„ 6 i * 6, To to/ 4 ",4 F 61" 4'- 4„ i I ; .I For Step Detail See Std, Phn D 72-5 I � 3_6.. 6" �— - For✓oint Details See Standard D 73-5 SEC T/ON Z - 5fri. 2 04 *-32 to 20-¢ t58 For General Notes Z-<3 See t it) cdprd Pl7n D 7.2 - 5 o / 4.9„ . 0 Total 015, To to / 4 29 " X 2 9"1 lef" M C M. P. A. �o F/L /268.40 C. M. P. A. F/L 1268.40 I 6 SC TION F- F E JUNCTION BOX STA. 179+58.5 RT. #4 @ 6" f "4 6) 6" ' /-3 '.5, Tofol 4 *4 6) 5 toto/ 4 I Z9,/6" C. M. A a. P. R. DIV. NO. STATE FEDERAL PROJECT No. 7 CALIF. 3 - 6 SHEET TOTAL No. SHEETS 44 113 - DIST. COUNTY I ROUTE I SEC. SHEET No. TOTAL SHEETS 'CJ CD � ,-1 d IC b G A� 1 .Y3 J ,4 V �o m a a U cc Tr- ansi tion 1-134121 N �a 4. ,4 a ►o r N tN �i Transition i T C.EiT23 4 2.96 13W,4/o Deio. f£ E 1.-�L34:36-/ 'S/c� . *b Dep. !{ 1311,/- ,, i 4 R i 80� �Li CO Box /34/. M5 t /1�/� •�i/L PLAN scab -0" oil r. E/. �2 A 7 Q C. T7� Face An/Anchor r Curb Yiut�port, SSE.. T C. S t 3n J -7r,4 D 72-5 E f. II II � To Box �. L /�y~Cxde�ara�/�ai %g" Checkered Phte C✓rr G'Cc N j eFrame For Defol'& Sec .St and-7rd D 7.' 2,_ 91/ 4'- 9 � N 4 9., #40 7� Total2 "4@6'' E xis ting 42"R. C.P *16, Totol4 FL,4/V 1 Toto/ 4 1 - 6' - i �I _ -L Olt jZ'h -5e/l" -� — o r 0 i.� 6” T _ 04 SECTION Y -Y OUTLET STRUCTURE STA. RT. Ir ?_. 1o �„5@6„ 6 i * 6, To to/ 4 ",4 F 61" 4'- 4„ i I ; .I For Step Detail See Std, Phn D 72-5 I � 3_6.. 6" �— - For✓oint Details See Standard D 73-5 SEC T/ON Z - 5fri. 2 04 *-32 to 20-¢ t58 For General Notes Z-<3 See t it) cdprd Pl7n D 7.2 - 5 o / 4.9„ . 0 Total 015, To to / 4 29 " X 2 9"1 lef" M C M. P. A. �o F/L /268.40 C. M. P. A. F/L 1268.40 I 6 SC TION F- F E JUNCTION BOX STA. 179+58.5 RT. #4 @ 6" f "4 6) 6" ' /-3 '.5, Tofol 4 *4 6) 5 toto/ 4 I Z9,/6" C. M. A a. P. R. DIV. NO. STATE FEDERAL PROJECT No. 7 CALIF. 3 - 6 SHEET TOTAL No. SHEETS 44 113 - DIST. COUNTY I ROUTE I SEC. SHEET No. TOTAL SHEETS 08 s. 8d 16 9sl c R. 114 1 .Y3 COUNTY ENGINEER REG ED ED CIVI NGINEER No. 8495 DISTRICT ENGINEE (STRICT VIII SEF 7 1PF5 APPROVED CITY i CO GINEER REGISTERED CIVIL ENGINEER NO. 6522 •RIDGE ENGINEER 59e6 - SEC TION L -L Manhole Frame e Cover- See Detail U- 45 4n Bridge Genera/ Detod Sheet S tandard U; idif/ DC tail NO, 2 W, z' 9•' Z*�tot4/4 I SE C TION E -E DRAINAGE DETAILS Sco/e /"-/'-0" Except os Noted [JWP No. Total Z .-- For Sec tion C -C, See StV, Plon 4"fiodiu�, FL/4/V TYPE OS MODIFIED INLET-OUTLET -►-a 6" j 04C l8 —a SECTION F -F Face An9/e Anchor See ,Sfd Plan D 72 - 5 Fo,- ire to I'l.s For Curb Opcti,,, Flon 07,2- 5 i "Curb Support 4' Protect ion for -See Std. Plan D72-5 i For De tails 4181/*. I v L Op t/ono i Joint f i See Std Plan 077-,5 For De ta/ is SECTION E -E For _T,-7 le t General Notes See Standard Plan D 72 - 5 64' - 3' - 0„ -- - -- SECTION D -D 611 c Street 8"c/oss .5tee/ Trowel Finish i }s 4 ' 5 lop e !4" Per Foy t 4 Q G C G 4 C e 4' ` i f�. �f TION l 8. P. R. STATE FEDERAL PROJECT No. 5"EET TOTAL DIV. NO. No. SHEETS 7 1 CALIF. 1 S-6 95 66> 1 /E V33 DIST. COUNTY ' SEC. -TOTAL _SHEETS 08 S Bd 6 95 CfF /6 33 CAO V'T �4 Uwe _ For Sec tion C -C, See StV, Plon 4"fiodiu�, FL/4/V TYPE OS MODIFIED INLET-OUTLET -►-a 6" j 04C l8 —a SECTION F -F Face An9/e Anchor See ,Sfd Plan D 72 - 5 Fo,- ire to I'l.s For Curb Opcti,,, Flon 07,2- 5 i "Curb Support 4' Protect ion for -See Std. Plan D72-5 i For De tails 4181/*. I v L Op t/ono i Joint f i See Std Plan 077-,5 For De ta/ is SECTION E -E For _T,-7 le t General Notes See Standard Plan D 72 - 5 64' - 3' - 0„ -- - -- SECTION D -D 611 c Street 8"c/oss .5tee/ Trowel Finish i }s 4 ' 5 lop e !4" Per Foy t 4 Q G C G 4 C e 4' ` i f�. �f TION l 8. P. R. STATE FEDERAL PROJECT No. 5"EET TOTAL DIV. NO. No. SHEETS 7 1 CALIF. 1 S-6 95 66> 1 /E V33 DIST. COUNTY ROUTE SEC. SHEET- No. -TOTAL _SHEETS 08 S Bd 6 95 CfF /6 33 .� _ COUNTY ENGINEER_�R ERE Id L ENGINEER NO. 8498 DISTRICT ENGINEER ISTRICT VIII SEP 7 APPROVED CITY i COUVr7 P06JE NGINEER REGISTERED CIVIL ENGINEER NO. 6822 dRIOGE ENGINEER CIVIL tM NItEA—LICiNit Imes • &PPROVTD P ° ±46q SECTION 5-S i ,v Curb Prturn__ Type Curb S'. �dius Flow Line --- EXpon.s ion Joint q so T y1_'/CAL PART PLAN CROSS GUTTER I— Inlet — W -- --- w I/-- Top of 01,--h Norma l /£ 1- I_n/e t Openln — DePres_s e d /E PROF/L E I�li s C'1'� tettk � PLAN STANDARD GUT TER DEPRESS/ON G enero/ No tes : /. W= /O' With 4"Depression W= 5' With Z'" Depression 2. Depressed 6 uHer Shall Be C/as-s 'B"PC. C, MISCELLANEOUS DETAILS NO SCALE DWG No. 2q K5 Exist. JB. EX /5f J.B. l� PLAN ,(,Slope To Match Existing JVdeW4/fr Or-lveway Slope I I FRONT ELfVATION 8 of R=%�- CIN R= iz" Top Of Driveway � ~�' Cut e Meet Existi/� y Side woAk Existing Side w a /k TYPICAL SECTION S TE P DE TA /L,S J TA. /80 So . L T_ Monhole Co ver ' Frarn e Sc 4 /e : /" = /'- 4 " Note: Reim forcing Steel Sh 4// Nave A / %z"Minimum Clearance Unless Otherwise Shown dUNCT/ON BOX EXTENSION 5TA,/79t-45 Rt. SCO/e.' o� 5 3-9 r--1 #5 � (�� To to/ 2 —7 2 " Clea ra?ce 3' 0" Eris ting 3 ' Dia Opening Alternate *4 8Qrs Shall Be Embedded And Grouted /o Place As 5i own EXiSt 54"R.C.D_ SECT/ON "N- N " —T 00 +1 -once I 6'= 2" h � h # 5 F Toto/ Z 3'-0 #4 p 6" Ex/:5'6)79 d, B. z''C/earance Alternate *4 Bars Shall Be Embedded And Grouted in Place As Shown 54E C T/ ON "0-0 /1 End SidewalK t Imp. Sto. /S.3 *,i 3 9�z Q 5fi BLDG_ Foothill blvd. �J RZ AN op' -0 z vy, ic, S. P. R. STATE FEDERALPROJECT Na SHEET 1 n DIV. 110. No. lliliEE 7 CALIF. ,5-695 (6) 1 / 7 33 DIST. COUNTY I ROUTE I SEG SHUT S�ETLE 08 _5.8d 1695 C. R. A3 win COUNTY ENGINEERREGI REDCIV ENGINEER MO., 8495 DISTRICT ENGINEER F(LRICT Vltl SEP 7 1965 AP►ROVED CITY TV OJNGINEER REGISTERED CIVIL ENGINEER NO. SdZZ Mee t Existing � Footh!/l J*. 0t90 9' Side wo/K T�on3itior) Exisf SidewalI AtBan/r Doorway proposed S1dewO11,0C Elegy /,Z OB 30 ,feet Existing -t A t Bonk f4'Lf. E Foothill -Va. 0 7/,f0 f-o&hi/1 Ste. 0 X90. orD ZTop a4C' Cvrb E.C.R. If2-/O'Lt >t roolh;ll-5ta. 0-* 41,0,t t Glitter B LU I L "i CCRJ'E(NTICNS THIS S 4EFT C,V,/ SOUTH EL E VQ TION 6' - o" EX%s t 51dewaM( At Ban it �} b4 Proposed SI -de W01A- t Bona' 0. E/ev /,Z 08 80 06. 40 5 1 EI�J�'Rfi ---------- TP Of Cvrb C R. 36'Rt. it Imp, 5ta. /5Z t 99.2 0 k Gutter WEST ELEVATION 5ca/e : / 6,_Q„ Ly sEcTION 'a -a Sco/e: /'6'-0" SPECIAL SIDEWALK Exi.s>in9 Whir To Remain in Place With Step Down To Side wolK Gv tter Propo3 e d Sidewo/k MISCELLANEOUS DETAILS 0 CG,0 W j ,. . B. P. R. STATE NO. FEDERAL PROJECT No. ROUTE smEET No. TOTAL TOTAL SHEETS -21V. 7 CALIF. / S -6 95( 5. ed. �8 ,J,� DIST. COUNTY ROUTE SEC. SHEET Na. TOTAL SHEETS OS 5. ed. 69S C. R /8 133 COUNTY ENGINEER 2REGRCI L ENGINEER No. 8495 DISTRICT ENGINE RICT VIII r APPROVED y CITY 6 COUN PROJECT (NEER GISTERED CIVIL ENGINEER NO. 6522 DRAINAGE SUMMARY EARTHWORK,v qJ E.stocio o'o Sari Berna,,o- r>o Rd_ 5-9 L/NEAR FEE T -5TRUCTURE5 INVERT DATA /- To ta/ 4210(l • k 0 0' � Inlet outlet `� v c o a � o o � o �' J o � o k) DESCRIP TION STA TION Stotion Distance Elevoti:n St. Mien Distince E lPvnti L �i ova ��u �- �v.v. `� : � �cp � �� ky moo � Nv � o� � N °` '� tel, Ul v v v� 0 V Nv RtorLt, RtorLf O�1 0 1.08 - ecio / 6 5' ,A • • /5 c ons truc t Jun c tion Box 9. 5 " L t /52 * 7/ , SZ - 7/. D-: //. 00 L t /2 04.50 t P/ace Z 9"x /8 " C. M. O � rch Side Drain L t. /52 * 77 �. 8 6 -5.-59 14 36 /52*�. 5 41.04 'L . /Z 04 70 0.98/--596u� / �. /Q' ';q " /5 Construct Junction Box 2 7" Rt. 152 *82 4.15 5peciol /3 Construct Inlet 41'1-1 15Z*86.50 /2.1/ 796- 14 44 /53*26.5 27.009 /205 24 52*83.5 27.00Rt /205 02 Place 2 9'x /8 "C. M. P. A rch Side Droin Rt /5.3 * 05 /,/9 /-5pecoo / 2.76' A" 15 Construct Junction Box 2 7'Rt_ 15-3 *Z 8 1.70 /. l8 / /O 153*28.2 6.50'Rt. /205 3 9 53fZ5.0L) 28.50 Rt /2 05.2 4 Place 2 9''X /0 "(f. M P A rch Side Drain Rt. 15-3,06Z 8 4.39 / / 3.00' 4-1, 04 Cons truct Inlet 38'Rt. With 6' "Curb 0 enin Protection Bar 153 *3 7 /7 Construct Junction Box Extension 74 4'Rt. 179Y45 3.3 3 -Troffic / ecio /4 Cons true t June tion Box 50' At. /79* 58.3 28.55 20.66 14 50 80-04 66 38.00W 12 72,10 79*60.8 53.30'Rt. 1270-20 place 30 "C. M. P_Side Oroln Rt. /79 *83 f4.08 /4 208 80*02.6036.50Lt 1268.87 79.59./0 50.00•Rt 268.40 Place Dovb/e 29'X /8'" C.M.P rc Cross Drain /79188 6.69 / / 3.83' 2/ • OS/A•!od) /6 Construct In/et 38'Rt With 6"Curb /0.08 / / 706' 2 /' 10Mod) /6 Construct In/Et 385 Lt With 6" Curb Opening 180*/5. 4 1774 /4.96 14 2- 180,-55.5 3E-. 00Z- t /2 73. 75 /80+25.7 38 00 - t /.2 72.75 P/ace 2 9 "X /1-9 ' C. M. P Arch Side Droir� L t /� O f-41 26.02 Z210 14 412 160 -t.66,56 -3000;9t /2 74.3680125.66 8.00711 1272-72 P/ace 2 9' X /8 ""C M. o Arch Side Droin Rt 180146 4.56 / / 3.5 9' 2 / ' OL I Cons truct In/et -35L t Wifh 6 Curb Op eninq Protection3o /80 * 6 6 4.48 / / 3.3 3' 2 /' OL Cons1ructln/Ft38 R/ Wifh 6-6urb Prolectionbo /80-17 7 o , 5-. 6,19 14 16on-5truct Outlet Strue tore �R' Rt. 204-,-41 47.64 36.39 /4 -!!4 / 0569.0 38.00Rt.134/.8/ 04*575 38.92Rt. 1341.47 Place 29'X /C" (f, MW Arch Side Drain Rt 205*/3 5 66 7.x%5 -/ / ZZAI . 4.40 /8'- SMod. /6 Construct Out/et 38'9f With 8"Curb OPe,071nq 205*76 //5.84 F6.35 - ZZI X30 206,t�0576 39OOLt /344.05 05*R3.C`C 36.5ORt 1341,455 Place 42"R C P Cross Drain 2 06 *-31 2.6-2 •` e- / ecl(l 113 Construct Junction Box'Lt_ 2 06 *8/ 392.6.7 X79, Z7 X6.43 -Z55 8 -/3 p� 504R 6 TOTAL S A _ C. 0/frE .SUMMA R Y L OCA T/ON L /N. F.T E.stocio 6 6 Sari Berna,,o- r>o Rd_ 5-9 Church 5,* 114:9 Base Line /- To ta/ 4210(l P C.C.-SUMMARY USE CU. YDS. A 2-5(tilod)� B / Curbs 6 6 Cross butter 8� Sidewalk --.s, Walkway -5 Ste s 114:9 Dri v6 woy-j 45 To to SOS / 04/4 9a 7. a o . SUMMARY SHEET 7 Qyt � i�lo. 2A is 0'� 33 tx(;AVAIION BACKFILL ;round or Grading Plane--� 1 CULVERT IN TRENCH Grading Plane Roadway Embankment Steepened Normal S lope Slope Toe of Cu 15' of Fnished PLAN NOTE: Slopes and dimensions Grade may vary to fit field conditions. EXCAVATION \ BACKFILL Grading Plane Grading Plane SECTION When concrete is being paid for as Class A Concrete ( Minor Structure) the cost of Excavation and Backfill is included in the price paid for Class A Concrete (Minor Structure) . RECESSES AT CULVERT INLETS we W EXCAVATION BACKFILL EXCAVATION BACKFILL Original Ground or Grading Plan E o= CASE A EXCAVATION Embankment Original I Ground IN TRENCH BACKFILL Grading Plane Pay _ Limit CASE B EXCAVATION Embankment Original Ground BACKFILL r Grading Plane E O O c O M � O T T Optional 0 0.5D+T Optional I I I Excavation Shaped Backfill CASE A Bedding IN EMBANKMENT CASE B Pipes 42"diameter and less than 72" diameter Pipes less than 4211diameter. Pipes 42"diameter with 50' or more depth of cover. Pipes 72 diameter and less than 72" diameter with less than 50'depth and over, with any depth of cover. of cover. Pipe -arches with less than 6'-0'span 6 above top for 24 and less height Circular Pipes or Pipe -arches. NOTES: For payment quantities excavation and backfill concrete pipe,T= minimum wall thickness as shown in A.A.S.H.O M170 for Class M Pipe, Woll A, For C.M.P T=0.00 For Rods and Deadmen, use Case B. PIPES. RODS & DEADMEN Except Underdrains & Overside Drains EXCAVATION BACKFILL EXCAVATION EXCAVATION New Embankment BACKFILL Grading Plane Original Ground � Pipe Flow LinePEp7e:D Roadway or Ditch Excavation When concrete is being paid for as Class A Concrete (Minor Structure) the cost of excavation and backfill is included in the price paid for Class A Concrete (Minor Structure). PIPE HEADWALLS KLAN OF WING WALL EXCAVATION Culvert vrlglnol Ground BACKFILL Roadway �+ Embankment A IST t?�r� NO CORRECTIONS THIS SHEET Original Ground ►: Flow Line . 14- -41' SECTION A- A Roadway Embankment s • •. Culvert Flow Line - . rye• ..Ca I Roadway or Ditch I Excavation SECTION B -B WING WALLS BACKFILL Pay --- Limit Original Ground or Grading Plane .E Original Grading Plane _ -jWD GroundNLI LILL \ON ar r1120111111 • DISTRICT COUNTY ROUTE 1,5,3d Post Miles -Totol Pro ect Pipe Arch 08 69 CF? /9 .33 Approval Recomm d Enoinper of Design Assistant Sto Highwoy Engineer - Operations Approved April 16,1964 State Hi wo ngineer Register I Engineer No -5945 CULVERT I r►B P `-� B PLAN OF WARPED WING WALL I, I-- EXCAVATION QBACKFILL Structure Original Excavation ound Structure SECTION A -A Backfill ' Original Culvert Ground I' Culvert Flow Line Structure Roadway or r tructure Excavation Ditch E t' Backfill TYPE SPANS y Pipe Arch 6'-C"and over 0.06 span Vehicular Underpass 12'- 6 4" i'13'- 3" to 14'-10' 5" 11 15-5 to 17-3 9'' " 20'- 3" to 20'- 7 "1 7 " I I Shaped Shaped rxl � ` Optional Optional IN TRENCH Bedding Optlo I Op to al IN EMBANKMENT Bedding Backfill Excavation Bockfill PIPE—ARCHES 6'— Oil SPAN AND OVER AND VEHICULAR UNDERPASSES 6"above top for 24" and less XCOVO Ion SECTION B -B WARPED WING WALLS EXCAVATION BACKFILL Embankment or Construction Joint -0. Original Ground Construction Roadwaypitch or Q• Joint or Ditch Qriginal Ground Excavation _- 1, � _� I' � -��-- Top limit of structure excavation and backfill is original ground if ditch is not excavated. CONCRETE SLOPE PROTECTION LEG EN D , _ height Pipe -arches a Excavation Structure Excov tin ' � � f•'—' ROADWAY PRISM itch o o Roadwo � Roadway Excavation Embankment Roodway y Excavation � Top of Excavation Excavation EXCAVATION BACKFILL Structure Backfil I Roadway Embankment � Cut pitch � Regardless of i S I shape of gut � Original Embar�kmentor pitch Excavation Ori inol Ground Ditch Original Ground _ • g � 5'min. Less than 12 Bench � �• A• STATE OF CALIFORNIA Gutter �dr"'aY or �� • Gutter Grading Roadwo pitch Ditch or HIGHWAY TRANSPORTATION AGENCY Plane Median Excovotion Excavation Original Ground � DEPARTMENT OF PUBLIC WORKS Payment for excavation Gutter +�I � -•a1 � DIVISION OF HIGHWAY S and backfill included in the price paid for dikes. Contiguous Guth Top limit of structure excavation and backfill is original ground if ditch is not excavated LIMITS OF PAYMENT FOR r Grading Plane '2 or more -� �-- EXCAVATION AND BAC KF'ILL DIKE AND GUTTER ROADWAY EXCAVATION —DITCH EXCAVATION MONOLITHIC CONC RETE SL.�OPE PROTECTION MISCELLANEOUS A62- � Note added cwM 1 .- Corrected 0.5D+T ro- wN.t•. ao 4"x 6"x 5'- O" iv Co o i o N L0 2"x 6"x 3'- 6" N m 2"x 10"x 4!_60 ",� o 6.. 40-6 END VIEW 2"x 8" x 10'--0 uin�o ono NOTE: Signs to be furnished by State. All timber to be S4S . Use 1/2 Carriage bolts with cut washers and nuts. 4„x 4 "x 31_ 6 " 2"x 6"x 3'-0" 2"x 6"x 3P -O"_ END VIEW Shoulder Surfacin J_ 0 N CV i 9._0.. 9,_011 _I FRONT VIEW CLASS I PUBLIC ROAD INTERSECTION TIMBER BARRICADES Variable 10' SECTIONS R=120'R=120' I CLASS H TIMBER BARRICADE 8' SECTION 0.17` DIKE 3'� 0.250.42 0.25' Variable Cut Slope _ t ji 0.5� i f� Fill and compact with excavated i� I1 material to top of dike 0.12'min. Shoulder Edge 3 0.5`DIKE -TYPE A 0.25' 0.42' Variable Cut Slope Min. 11 Fill and compact with excavated 0.5' i,i material to top of dike _- Compact A.C. against excavated face 0.12' Min. 0.42' 1/2:1 or steeper Shoulder Edge to Min. 0.5'DIKE - TYPE B FRONT VIEW Groove Optional 0 NON- U) BEADED I0 tII J �-+-- Dio. = 4.000"-� 0 N_ Tolerances - 0 al I dimensions ±.050" TYPE I Dia. = 4.000" - t 0 0 Tolerances - all dimensions t .050" TYPE III -3 X25- 4.000" Non - i Beaded 1 / R = 32' 37,41 R= 32' R=120' I R=120' rn to 12� i----- 100' Edae of Pavement Plain Formulation 0.670" Formulotion 0 with Beads v 0 Cross Section Tolerances - all dimensions ±.050 TYPE II tdge of Movement 33' R=2 R_ Variable PRIVATE ROAD INTERSECTION �a Rad =1.000 0eo� �U_ o 0� f < 0 0 � � m a � .nae. Rod.=0.87 5" 0 ae0e � Direction or Trofftc 0 20'\ �� _20 t 5 _ o, 14'-8 01rectton 0% Traffic 5.050" 6.000" 1.12 5"� �{ 1.125 " �- Beaded e� Bead -0.625 0.500" 0.350 Class A -For One -Way Traffic Class 8 -For 2 -Way Traffic TYPE I -FULLY BEADED Dda e°�� 0 ma 0 Zoeov Q000O� LIU v v Beaded r joce 9) m 0 N°n- 1o55y SU o O 'a co p�o\�,G m 0 Z o Rad Rad = 0.750" Rod=m 0.875" 0.875 I bU I I UN SHAHEU 5.050" 6.000" n Type I -Fully Beoded Plain Formulation 1.750" 1.125" Plain 1.125" 0 Type II -Partially Beaded - Formulation Type III -Non Beaded COUNT ROUTE JPOSt Formulotion 20 33 a, m 10 a°, 0.625" Rad.= 0.750"_._ shown on top surface by dotted lines Cross Section with Beads 0.350" ad75 �.8 created by wide "V" grooves 0.875" -I 5.050" 6.000" 1.12 5"� �{ 1.125 " �- Beaded e� Bead -0.625 0.500" 0.350 Class A -For One -Way Traffic Class 8 -For 2 -Way Traffic TYPE I -FULLY BEADED Dda e°�� 0 ma 0 Zoeov Q000O� LIU v v Beaded r joce 9) m 0 N°n- 1o55y SU o O 'a co p�o\�,G m 0 Z o Rad Rad = 0.750" Rod=m 0.875" 0.875 I bU I I UN SHAHEU 5.050" 6.000" n Type I -Fully Beoded Plain Formulation 1.750" 1.125" Plain 1.125" 0 Type II -Partially Beaded - Formulation Type III -Non Beaded S - 695(6) lb ecewva►y p1eno dated 5gP&mber 7, /963 IST RICT COUNT ROUTE JPOSt Formulotion 20 33 08 NOTE: FOR WEDGE SHAPED MARKERS - 0.625" Rectangles shown on top surface by dotted lines Cross Section with Beads 0.350" are small "mounds" created by wide "V" grooves Non- th Beads wir 0.030 deep, as appearing in profile on side and LBeaded tf Cross Section end views. Tolerances- all dimensions t Bended 0.500" .050" (Except "V"grooves) CLASS A- For One -Way Traffic CLASS B -For 2-Woy Traffic TYPE n -PARTIALLY BEADED WEDGE SHAPED REFLECTWE PAVEMENT MARKERS S - 695(6) lb ecewva►y p1eno dated 5gP&mber 7, /963 IST RICT COUNT ROUTE JPOSt Miles - Total Project111110 20 33 08 SBd 69.5 c� APPROVAL RECOMMENDED Engineer of Design Registered Civil Engineer No.9837 Assistant Traffic neer Registered Civil Engineer No. 5930 ApproveA DecelnAcr i /9*o Highway Engineer egistered Civil Engineer No. 5945 100-611 �p , 7�- 5 5 N NOTE Minimum spacing 5'. Spacing to be bar length between 5' and 20'spocing Maximum spacing 20' When length is 15'or more a 5' bor shall be lysed at eoch end TRANSITION 2 TO 4 LANE Standard Double Stripe by others a� Variable 0 10' to 20' L > DIAGONAL RAISED BARS T- TRAFFIC BARS 0.67 0.67' 0.08 Rad. 0.04' 0.08' Rad. 45° 0'12 0.03' 0.2 5 08 Rod. CROSS SECTION SIDE VIEW CROSS SECTION SIDE VIEW TYPE A TYPE B RAISED TRAFFIC BARS A S U L T By, v NO rORRFCTIONS THIS SHEET STATE OF CALIFORNIA HIGHWAY TRANSPORTATION AGENCY DEPARTMENT OF PUBLIC WORKS DIVISION OF HIGHWAYS TIMBER BARRICADES, RAISED TRAFFIC BARS, DIKES AND REFLECTIVE PAVEMENT MARKERS A73.4 L 0. t � 3l -6l t �•�— Varies 61� O N 14 ® 18'± j Inlet I Min. slope: 109 \ of .�2 I Note: Opening lengths are to , •• a .• be 7', 10',14' 8► 21' L EM SECTION A—A I B 1/400 Checkered Plate Cover & Frame (See Section C - C) D 7 -end horizontal bars into box t 21- 10'See Detail �i � See Curb Support Details X16' I:( i I t L -----Y 1:1 H Inlet 2'- 0" I Outlet 9° ' S .x .358 Keys _1I 3 0 SECTION B—B Optional Joint` /4@ 18"t N.-4� i # 4 012± Coring ine 40 18t I I 1 1 i Anchors i _ A Type A or B Curb 4 R Outlet \ Protection Bar (See Note 6 D Curb Support (See Curb Support Details and Note 7 ) PLAN %4 Checkered Plate - Cover & Frame Vo r. I 2'-10"--I 7"max. :.1: I:1 e. a. d l H 12.3 �. I:I •4' �:.�:. •.: -.� t 3' - 0 l t �- SECTION E - E I I v Provide one 3/8 x 1/2 brass 21. flothead screw in each 1„1 r8 corner of R- cover. I I i Edger Finish (Total: 4) L 13/4 X I I 3 /4 x / s 6 o ti /2 Bend 3/1e to clear. Place two per side. SECTION C—C Type A or B curb Scoring Line 4"xl%a hand hole - I I II E (0 E C PLAN 6 It 2 0 6"L SECTION D—D INLET TYPE OL c= o, to U = WO Face Angle Protection Bar > a Curb_7 «o � � :. ,�--. 5 max. 4@ 12"± o 7] Gutter N Depression -O •E 6 d (V •' b 12:3 fL ' t 2'-113/8 t SECTION F—F F ALTERNATIVE REINFORCED BOTTOM kD O See Note 6 & -N Curb Support----- Details A- G H 4 @ 18'± �— L (7'-0" and 10'-0") 12 't' & Bottom 1 4- + 1I I 1 I' 1 I -0 �T R, I F' I t L ----L 2' - 113/8'--� t G I I "' 4"R. on openings See Type 24 -12 or 24-18 Grate and Frame (Std. Grote Details Sheet D77) H to 8'-0" or Less 6" 8'-1 " to 20'- 0" 8 " Batter Varies _ 2'- 0" 1— H 00 �It4'-6" t�— SECTION G—G O Edger Finish I � 1 q c J— Ali .� n e n --gi4 61-- 2'- 0 "--14 6"�- SECTION H— H �..- Angle to suit Curb Face n I*� Botter Finish 1 " I /s hole in face L 2� Edger 9 f•--- I /e 4 • i Nut tight on lost thread = Curb Height T- %2• Stirrup --------- �-- .. j . 3/16 Vert. 5 max Protection Bar STIRRUP I'o rod threaded 3"on top -' end. Co Gutter depression • 1 Edger Finish • t�1 CURB SUPPORT DETAILS ( Shown for Type A Curbs ) L 3 %2 x 3 %2 x s/1fi (except for TypeB curb where L 4 x 3, � x 6 is used.) 10"---1 Edger `- - - - - - - Finish i 90° Angle to match - - - - - - M f/ Curb Face y2 @ 3'-6" Centers FACE ANGLE ANCHOR DETAIL Length of Curb Opening No. of Anchors 3'- 6" or less 2 71-0 #1 3 10'- 0" 4 14'- 0" 5 21'-0 It 7 3/4 Steel steps to be in boxes having depth of more than 3'-6" (See Note 5) Edger Finish L 41lx 3"x 5/ls r = U 4IY- min. 2 3 3/8 1/2 R. min. L s A o• 9' TYPE B CURBS STEP DETAIL It 71/2 8.. Edger— Batter Finish -L 3 %- x 3 I x 5/ 2 2 Is M U ,' - 412 min. � I %2 R. min. TYPE A CURBS 5-695"(6) To accompany plans doted Secy ler»ber 7, /96.5 DISTRICT COUNTY ROUTE Post Miles -Toto) Project ""' Igay 08 1 Seo' 695 CR 1 2/ 33 INEEPk OF OESIGN VI -11L ENGINEER LICENSE M0.7G03 APPROVED STATE MI AY EMGIMEER CIVIL EMe►MEER LICENSE 000.5915 GENERAL NOTES I. " H" is the difference in elevation between the outlet pipe flow line and thenormal gutter grade line undepressed at the curb face. I 1 2. For t wall thickness see Table. 3. Height of curb opening will vary with the type of curb and the depth of the local depression. 4. Reinforcing steel in wolls shall be 4 bars@ 181centers placed I%2 clear .to inside of box unless otherwise shown. 5. Steps - None required where "H" is 3'- 6" or less. Instoll one step of 16±obove floor when"H"is more than 3'-6"ond less than 5'-0" Where "H"is more than 5'-0; steps shall be evenly spaced @ 12± intervals from 16T'above floor to within 12±of the top of the box. Place steps in wall without pipe openings. 6. When shown on the plans, Place a" 6 protection bar horizontally across the entire length of the opening and bend back 4"into the inlet wall on each side. 7. Curb openings longer than 7' shall have one curb support for each 7' increment or fraction thereof,evenly spaced. 8. Pipe (s) can be placed in any wall. 9. Curb section shall match adjacent curb. 10. Except for inlets used as junction boxes, basin floors sholl have a minimum slope of 12:3 from all directions toward outlet pipe and shall have a wood trowel finish. 11. Galvanizing* See Standard Specifications or Special Provislons. 12. See "Standard Grate Details" D77- for Grate and Frame Details and Weights of Miscellaneous Iron and Steel. 13. See Standard Plan D78 -or D79- for Depression Details. 14 Full penetration butt welds may be substituted for the fillet welds on all anchors. 15. Standard square,hexagon, round or equivalent headed anchors may be substituted for the right angle hooks on the anchors shown on this plan. AS, �UIL_T NO CORRECTIONS THIS SHEET STATE OF CALIFORNIA HIGHWAY TRANSPORTATION AGENCY DEPARTMENT OF PUBLIC WORKS DIVISION OF HIGHWAYS D W C•� Nb. 2A 21 o-� 33 • f.• ►At M •K 9 11 N Y #4 bars, TotoI - 2 4 hoops @ 12" 4@ 611 - 3" Fillet 7@ 6" bottom bend down into wall, �4 hoops @ 12" ( See Sec. B -B ) Total -3 1" —3'-0" Min. t,+� (showing small pipe) SECTION B—B Std. Frame and Grate B Grate M Type 24 i i I I 11 h F— 21— 0 t ---3'-0"Min.- or in. or outside dia.+3"± TYPE G2 611 21- 0„ ��. 61� Bottoms not reinforced SECTION A—A " G"well van with Y / 8'-0" or less Match curb type ��-� �, I� ,t_ Match curb type different grotes,curb I'- 7 Y 2 Type D shown types, box width and o Q '' C Same slope as utter g wall thickness. � a o tt 11 „� 4 @ 6" C a �T � e tt 4 Total- 2 s o U p. _r J. >x4@18"- OD Lit, 70 611 bend 7" Into walls \-311 Fillet s' J: H 81 3'- 0" Min. or outside dla. + 3"± SECTION D— D Match curb type t , - 3'- 0"M in. -- TYPEn -- TYPE G4 ' M)v 1 N Type A curb only �Same slope as gutter Normal curb height Var. depression .-: (0 A 9 a ad, 1;'- :: ` v Co I- E': — 2'- 0.' y 1.6' SECTION C—C I � I I = Grate Type 2`+ i �v C I .I C 21- Ott I II I I I I � TYPE G3 Some slope as gutter \ /Type E curb only / w �— 11- 7/2--� �- 6' 2'- 0 6': SECTION F—F MnirF� r11rh +vr� 611--- TYPE G6 F N Some slope as gutter 8'-0" or less Match curb type ��-� �, I� ,t_ Type B2 curb shown Grate Type 18 � I'- 7 Y 2 = 22 33 CA <; � • � °J tl cc� e e 12:3 _ ' d'All • o s d • .� co A --_-_—� 2'- 0 6'� SECTION E—E 6 2 0 6 TYPE G5 to v _ N Outer• i Inner L23 u_ l�� 2 3/ Y4 I I�4 33/ Face 44 Face %4 • I/4 %4-.�I/4 JOINT DETAIL I � 4 ►• � # 7 >. w Mortar 4 bars lapped �i I �2 f rom sides. SECTION G—G 4 bars. Total - 2 X04@ 6'1 "4 hoops 12" 21_0It 1, 9 I p 7@ 6" bend 711 , I 3"Fillet 11iChomf er into wall td6"orb"sections p joints in mortar , co to bring box to full height. e. �- - _ 04 C v C L cV ` Mortar _ z 4@12" 4 ®18" I Opening for pipe �ODOutside dia. + 3 A. Precast Box I �'o ` , q 1 Bottom poured c� after box in place Q I a 20 dia. laps I • D GI/2 t 31-0" Min. or outside dio.+3"t4. TYPICAL SECTION ( INLETS PRECAST IN SECTIONS) H I I I I I I L 8'-0" or less 6 ��-� �, I� ,t_ i Grate Type 18 � _ F ; - E , = 22 6 2 0 6 TYPE G5 to v _ N Outer• i Inner L23 u_ l�� 2 3/ Y4 I I�4 33/ Face 44 Face %4 • I/4 %4-.�I/4 JOINT DETAIL I � 4 ►• � # 7 >. w Mortar 4 bars lapped �i I �2 f rom sides. SECTION G—G 4 bars. Total - 2 X04@ 6'1 "4 hoops 12" 21_0It 1, 9 I p 7@ 6" bend 711 , I 3"Fillet 11iChomf er into wall td6"orb"sections p joints in mortar , co to bring box to full height. e. �- - _ 04 C v C L cV ` Mortar _ z 4@12" 4 ®18" I Opening for pipe �ODOutside dia. + 3 A. Precast Box I �'o ` , q 1 Bottom poured c� after box in place Q I a 20 dia. laps I • D GI/2 t 31-0" Min. or outside dio.+3"t4. TYPICAL SECTION ( INLETS PRECAST IN SECTIONS) H +, 8'-0" or less 6 81— 1" to 201- 0#1 811 1 To occompony plans doled ,�Se0 errl6er Z /9�5 DISTRICT COUNTY ROUTE 1Pbst Miles-Totol Project '�`10 ^"' 08 SB69 CR 22 33 APPROVAL RECOMMENDED r Engineer of Design Civil Engineer License No '1"3 Approved.... ,A///�4963 State Hlghwoy Engineer Civil Engineer License No. 5945 " GENERAL NOTES I . "Wis the difference in elevation between the outlet pipe flow line and the normal gutter grade line undepressed at the curb face . 2. For "t" wall thickness, see Table. 3. Reintorcing steel in walls shot I be '4 bars @ 18" centers, placed I %2 clear to inside of box unless otherwise shown. 4. Steps- None required where "H"is 3'-611 or less. Install one step 161± above floor when "H"is more than 3'-6"ond less than 51-0" Where of H"is more than 5'-0" steps shall be evenly spoced@12±intervals from 16+above floor to within 12+of the top of the box. Place steps in wall without pipe openings. 5. Details shown apply to both metal and concrete pipe. 6. Pipe (s) can be placed in any wall. 7. Curb section shall match adjacent curb. 8. Basin floors shall have wood trowel finish and a minimum slope of 12:3 from all directions toward outlet pipe. 9 Golvonizing - See Stondor d Sp�.cifi-_otions or Special Provisions. 10. Cost -In- Ploce or Precost alternative is optional with Contractor. 1 1 . Set inlet so that grate bars ore parallel to direction of principal surface flow 12. See"Stondord Grote Detoils"D77-for Grote ond Frame de`oils and Weights of Miscellaneous Iron and Steel. A S B iT NO CORRECTIONS THIS a.. ALTERNATIVE REINFORCED BOTTOM 0 6,1•� 11 Min. ,e Ito I 3/4 Steel steps to be in boxes having a depth of more than 3.- 6.. STEP DETAIL III A - o OD I►t.l. S -O" Min. t� or outside dia + 3i1t ALTERNATIVE HALF ROUND BOTTOM STATE OF CALIFORNIA HIGHWAY TRANSPORTATION AGENCY DEPARTMENT OF PUBLIC WORKS DIVISION OF HIGHWAYS STANDARD STORM DRAIN INLETS D73-5 �wc� 1�0• Z.�i 22 0� 33 IO�Y WN j•♦ X-� I'- I I fie. X -� 18-93 24-18 24-12 TYPE 24-9 "TYPE I% Clear Spacing 'TYPE /4 Cleor Spacing "TYPE IV Clear Spacing 2 Clear Spacing Use within the roadbed on highways Use within the roadbed under Use within the roadbed Use in locations where bicycles and pedestrians are urban conditions where on highways where off the roadbed excluded. -or for rural conditions bicycles and pedestrians are bicycles and pedestrians on all types of 36R permitted are excluded - or for highways OCP PLATE rural conditions. 16 RECTANGULAR GRATE DETAILS 122 (SEE TABLE BELOW REDWOOD 13 OMP PLATE , r//Oo 04 11 / yl6 � 3/4 SECTION C—C 11 24" Grate = 2'-I I/2 1811 Grate = I1-71/2 3/16 C 24t1Grate = 2'-0" 1811 Grate = 1'-6" 32x%2x3'-43/8 Bar E. L 4" x 3" x I/21 Q) -On fromes for Type C 24-18 grates provide 3-3 X I "x 3/4 blocks. Place on roadway side or high side of grate opening. 24" Grate = 2'- 11/2 18" Grate = 1'- 7 1/2" 24" Grate = I'- 115/8 3A6 18" Grate = 1'- 5 3'g 10. /4 31 /2 x 1/2 bars �N 411 211 3/6 I/2 A nchors CROSS SECTION (Thru Frame and Grate ) 1. 3' - 5 3/8 TYPICAL FRAME LONGITUDINAL SECTION (Thru Frame and Grate) RECTANGULAR FRAME DETAILS (For all Rectangular Grates) TYPE NO. BARS CLEAR BAR SPACING X 18-9 9 1 3/e 1 %Is 24-9 9 2 11 19/16 24-12 12 13/g" I%4" 24-18 18 3/4' 22 36R 1 13 1 2" 1 2 %8 GRATE BAR SPACING TABLE INLET TYPE COVER TYPE WEIGHT BAR WT. 05 PLATE 184 6 OL -7 PL ATE 210 12 OL -10 PLATE 236 16 OL -I4 PLATE 265 22 OL -21 PLATE 321 33 OCP PLATE 109 16 OCPI PLATE 122 OC P I REDWOOD 13 OMP PLATE 180 OMPI PLATE 193 --1 r- X x� r� 111111 [111 111111 111111 11 11 II till 11 11 11 Oh 11 M 115/g — or I'- 55/8 I" 3"x2%2 x3/8 X2/2 End Finish i g . 3/4 x 1 %2" unch I" hole In ipe to receive ig. 101 I/4~ Clear DETAIL A See Detail 8 End Finish Cast 1"x2%; Slot In pipe to receive 3/410 x 11/2 lug. a o Q 4 2"Clear 7 DETAIL B TYPE 36R GRATE DETAILS I I I I I I 1 1 I I I 11 II Grate Bars l i I i I /I/4 Fillet II II I �II II II� II II II J A II I A I I 11 I i DETAIL C ' N 00 GRATE TYPE WEIGHT BAR WT. GDO 24-12 0 5 See Detail C 3/8" SECTION A—A ALTERNATIVE CAST NODULAR IRON GRATE OR CAST STEEL GRATE INLET TYPE GRATE TYPE WEIGHT BAR WT. GDO 24-12 642 5 24-18 787 5 GOL-7 24-12 380 12 24-18 477 12 GO L-10 24-12 406 16 24-18 503 16 GI,G2 G3 G4(24") 24-9 270 24-12 321 24-18 418 G4(18") G5 G6 18-9 251 GT -1 18-9 555 GT -2 18-9 573 GT -3 24-12 693 24-18 842 GT -4 24-12 712 24-18 860 GMP GCP 36R 224 GMPI GCPI 36R 224 TORM DRAIN INLETS --1 X X j111111 till 11 11 11 11 11 11 11 [1 11 II II II till II II II I'll II II 11 II11 �N M LI' - -IIS/g or I'- 5 5/8 ALTERNATIVE WELDED GRATE ro cV —N %4" Fillet 3/8 SECTION B-8 ALTERNATIVE CAST NODULAR IRON GRATE OR CAST STEEL GRATE TYPE 36R I'- 115/8 or I' S 5j» 31/2 x 1/2 Bars CAST END BLOCK I"hole i— �1 I 1 11 END OF BAR Spacing some as for l Both ends held together by solid casting ALTERNATIVE CAST NODULAR IRON OR CAST STEEL END BLOCK GRATE S-G9S(6) ISTRICT COUNTY TE Post Miles -Toto) Project so,", TOTAL 08 sad 69.5 c.4� 123133 APPROVAL RECOMMENDED Engineer of Design Registered Civil Engineer Nc 7603 Approved '00C11?e 4 /94IC4 Stole Hlghwoy Engineer Registered Civil Engineer No. 5945 GENERAL NOTES I Grate type numbers refer to width of grate in inches and number of bars, respectively. 2. Contractor has the option of using cost nodular iron, cost steel, welded, bolted or cost end block grate 3. Grates and fromes may be galvanized or asphalt dipped See Standard Specifications or Special Provisions. 4 Rounded top of bars optional on all grates. 5. Pipe drop inlets with o grate sholI be placed so that bors parallel direction of principle surface flow. 6. Full penetration butt welds may be substituted for the fillet welds on all anchors. 7. Standard square, hexagon, round or equivalent headed anchors may be substituted for the right angle hooks on the anchors shown on this plan. I'- 115y8 or 5/e or 3/4 holes 1 W X �I� �r- 3/2x/2 �N N -- - _ F3ors � -- BAR SPACER BOLTED END BLOCK-�10 W �- _- Bar» „ to N _ Ij2 or 5/e bolts Cut washers 5/g or 3/4" Spot weld or peen A LTE R N AT I V E Spacer --iX � See Chart SPACER BOLTING DETAIL 3/a"",13ie or 2" ALTERNATIVE BOLTED GRATE �. L!ILT NC CORRECTION:; THIS SPF STATE OF CALIFORNIA HIGHWAY TRANSPORTATION AGENCY DEPARTMENT OF PUBLIC WORKS DIVISION OF HIGHWAYS STANDARD GRATE DETAILS D77-7 DWS No. 2A v■ V 18-50k AXLE 50-75k AXLE 75-110k AXLE 110-150k AXLE CLASSIFI MIN. STRUTS STRUT SIZE MIN. STRUTS STRUT SIZE MIN. STRUTS STRUT SIZE MIN. STRUTS STRUT SIZE CATION SPAN TYPE COVER REO'D a SPACING SPAN TYPE COVER REO' D a SPACING SPAN TYPE COVER REO D a SPACING SPAN TYPE COVER REQ' D a SPACING A 2'to 5' Single 4' 2' to 5' Single 5' 2' to 4' Single 3' ' 9 --- 2 to 4 Single 4 A 6' Single 5' 6' Single 5' 1/2 Pt, Posts 4 x 6 O 3' 5' to 6' Single 5' 1/3 Pts. Posts 4x60 3' Posts 4 x 6 @ 3' Sills 4 x 6, Cont, g Sills 4 x 6,Cont. 5 to 6 Single 5 /3 Pts. Sills 4x6, Cont. A 7' to 8' Single 5' — 7'to 8' Single 5' — 7' to 8' Single 5'7'to 8' Single 5' 1/4 Pts. Posts 4x6@ 3' BOX Sills 4x6,Cont. CULVERTS A 10'to 12' Single 5' 10'to 12' Single 5' 10'tol2' Single 5' 1/5 Pts. Posts 6x6@3-6" l0' to 12' Single 5' 1/5 Pts. Posts 6 x6 3' Sills 6x6,Cont. Sills 6x6,Cont. A 14' Single 3' 14' Single 3 ' 1/5 Pts. le 3Posts 6x6@3W 14' Sin ' 1/5 Pts. Posts 6x8@03' 14 Sin 6" , I/5 PPo Sills 6 x 8, Cont. g Sills 6x B Cont, Single 4 Pts. Posts 6x8@3'.6" Sills 6 x 8,Co . A 4'to12' Multiple 5' 4'to12' Multiple 5' 4'to12' Multiple 5' 4'to12' Multiple 5' 8, C, All All Spon or All All �— an Spon D E 1.75 or All All 1.75 or All All 1.75 or ' 5' Min. 5' Min. 5' Min. 5' Min. 12"to 39" Min. Cover = 2' Min. Cover = 3' Min. Cover = 4' Min. Cover= 4' R.C.PIPES 'n. � Dia. I - 42"to 108" I a' or 4' Min. Dia. 1.75 1.75 or 4 Min. or 4 Min. _ 1.75 175 or 4' Min. To 120" Min. Cover = 2' Min. Cover = 2' Dia' or 2' Min. Diaor 3` Min. I PIPES METAL Over Dia. or 2' Min. Dia. 120" 5 Dia. or 2' Min. or 4' CULVERTS 5 3 Min. Dia. o► 4' Min. Arches3 ppipe SAlns man or 2' Min. �a—n or 2' Min. S--Pa—� or 2' Min. Soman ' Ar •s p 7 7 3 3 or 3 Min. Spans Span or 4' Min. Spon or 4' Min. S an or 4' Min. �� or 4' Min. to 14 2.5 2.5 R.C. ARCH 2.5 CULVERTS Spans Spon Span , to 22 3 5 or 5 Min. 3 5 or 5 Min. Spanor5' Min. Span or 5' Min. 3.5 3.5 See table for min. cover Cont. Sill Span Wedges •••• BOX CULVERTS ,Uncompacted material. See arch culvert details. R.C. PIPES & R.C. ARCH CULVERTS METAL CULVERTS S - r 9sf(.) .. .. • .. .. ' • 'iii ' ���� DISTRICT COUNTY E Pbst Miks — Total Pro . �""' T°'"` 33 08 1,5A3011695 CR 2a APPROVAL RECOMMENDED Assistant State Highway Engineer Registered Civil Engineer Na 5390 Aoormced _ SEPTE04&eY j /�/-�� Stole Highway Engineer Registered Civil Engineer No.394s Notes: Limits of strutting to be determined by engineer, but shall not be less than as shown in sketch below. Reference -Std. Box Culverts dated Oct. 4,1960 Assumed tire patterns 50k Axle 2.0'x 1.5' 75 k Axle 3.0'x 2.0' 110k Axle 3.O'x 2.5' 150k Axle 3.0'x 3.01 Impact =50% Timber siI Is Si posts to be D. F.11450f. Sills to be glued - laminated or solid timbers. All strutting and removal to be at expense of the contractor. Width of ............................ haul road \� I Minimum I cover Length to be strutted MINIMUM LENGTH OF STRUTTING ATL s � NO CORRECTIONS THIS SHEET STATE OF CALIFORNIA HIGHWAY TRANSPORTATION AGENCY DEPARTMENTOF PUBLIC WORKS DIVISION OF HIGHWAYS CONSTRUCTION LOADS ON CULVERTS D88 V o. Ll 24 o+ 6j-, IORn WH.2•.. lite' I�' 6" _ 24.• Zo R=::;� 2"or variable «• R=/2 _ Ak A2-6 H M . 00 41 to 4 ' It _I • • CO i AI -8 M r r 6---j 2' 24" T R'•� ;, '. '• I f - 2" or variable •. a' ro A2-8 5-69.5 4) To accompany Plons dated mbAffr__T, /965 Nate: Types 83,C3, D 3 D I S T COUNT ROUT tNin- T Superimposed on existing pavement 1 Og 1,5Bd hgo5l CF? 2S 33 8 �• 7-� Longitudinal Bx I 8 3--T ApL►ovji Recommendtd , �! • A • Al A44.4^ c-rginttr of Design Registered Civil Engineer No. 7603 Approved GiC'�o6er- 9 /9C3 000, I tote Nighwoy Engineer TYPE A T Y P E B l � 4" M'� ``� 'r� Registered Chit Engineer No. 3943 ` 114 351,• - I 12" 4 T4 j- - _ Note-. Curb feces to be se~ transverselyy 4" 7� - 24" - i �- 1?" 24" with steel brushes on' Type C" . R I R, - • } 1 • • . • ti to and 'Ty'OT D• 24' 2.t ' �� / f-- 2 or variable - _ R•i -� `o I ' • • • 3:� p �-� 2" R = y2 variable -- - - 11117 41 12 Q R:9.R-12" R- �- ,. �o I •:i 1 • • 1 • w ►. ► • • R N • • �• �. 2 '' I D 2 D 3 } �Dowti llud ! AAtn len }h 13' C D I '1 Longitudinal Bar i ..' ' . .. ! . I • i �" Y P E C 9 l.� 3 4" Dowel Spaceo 4' �Am.length 1fL� Bride k TYPE D �' TY P E E TYPE F g Dec (ON BRIDGES) i.. Type A-2 Curb Direction of Traffic -_ _ Type E Curb - ti0.5�i 0.43' 0.36' 0. 29 en. 0. 22' I .�- - 0- .' oe .o 0.170.200.22'-� to N 0.24 0.26 --I 0.29 o o . h 033 0 7 •I - 7 1 0 V§ rid B 9e - Face of Barrier Curb Approach Slob 4) CL 0 0U) •' N E0 X00 C Cm U CIO STANDARD CURB TRANSITION -TYPE E TO TYPE A-2 Note: Straight Line Translticn in Flaw Line and Top of Curb H- ---Varies Varies unless otherwise ordered by Engineer (Warp when needed [Woro when needed See Note 3 i See Note 3 Bridge Rail Vary Cross Slope as required Location of Catch Bc if Required 0.18' 0.1 I)', If - 7' Min. Ow �T� 7' Min - End of Bridge Curb FLOW LINE TRANSITION -TYPE E AT STRUCTURE � I � Direction of Traffic go .. C -��-- Borrier 1 '= Curb C o Type G CURB TRANSITION -TYPE A-2 TO TYPE G Front Edge of Sidewalk Jon � I �-F Straight � Grade N ght� de V�=I i a El 0 X PLAN a/2 X - a -Join WX Direction of Traffic 0 6 0.4 f, - - - - - - - - - T - - -+- - - - - -T ;n T N Type A-20 l7' TJree A-2 Curb 0.381I Type ECurb - o 0.50 Curb 0'25 � 0, 33' �• o ' 0.25:1 8+� 81 _ I CURB TRANSITION - TYPE A-2 TO TYPE E 'See Note) Bottom of Curb ELEVATION Verticol R= 2Nis� - M TYPE G Bridge Deck (ON BRIDGES) CURB QUANTITIES Type C.Y. Per Lin. Ft.FEI C.Y Per Lin. Ft. AI -6 0.025850.02752 A2-6 0.059030.06457 AI -8 0.030840.00965 A2-8 0.063790.03073 BI 0.029300.06782 B2 0.06171 0.01223 83 0.01074 0.06661 a NOTES 0/2 Rounded- 2'/e �L 1 - CoseA normal) applies _ Y PP �, �= •III t 2.-- Use CoseB when romp slopes % - p pas would exceed t0 �- 10% Max. in Case A. G"utter Y2 R Grade Case A 3. - Use Case when sidewalk slope would exceed Normal sidewalk 6% in Case B Longitudinal slope of warped area a - od jacent to driveway shol I not vary more than 6% a/ Depressed Sidewalk from the longitudinal grade line of the sidewalk. 2 Rounded _ 6% Max 4 - X = 3'-0" except for curb heights over 10" where -T` 4:1 slopes shall be used on curb -t:ope • I ., 10 % Max. 5. - Sidewalk and romp thickness"teat driveway Gutter I /2 R shall be 4" for residential and 6"for commercial. Grade Case B 6 - Difference in slope of the driveway romp and Depress one edge of sidewalk the slope of a line between the gutter and a point a Depressed Sidewalk on the roadway 5 feet from the gutter line shall 2 Rounded 6% Max not exceed 15 %. Reduce driveway ramp slope, not gutter slope, where required. 90 Gutter i/2 R 10 Max, Grade Case C Depress Ar,tlre sidewalk SECTIONS DRIVEWAYS A (J I LT ............. N, THIS SHEET STATE OF CALIFORNIA HIGHWAY TRANSPORTATION AGENCY DEPARTMENT OF PUBLIC WORKS DIVISION OF HIGHWAYS STANDARD CURBS AND DRIVEWAYS w rcr N o. 2`A 2s e 3 ,-X-8 ' 2 oc'.0 %V" h• • .. ••••• $, Oft ., M �/M es s ter 1;1#or " M SECT/ON OFCOVER SEC TION OF FRAME _ ` 00000D O�ooa��oo�0 Q 6 000Opoop000 r � oOL�� oil Do o p aooao A o DU ao0 _ _ pC3 ap Opo o �000n d �O� O°o0�001 " O popD�po0 0 00000CD 0 0 ' °000 opo° r, t !" d. TOP PL AN OF COVER IMr�f-/96 /b:. • tP f�i • 61 Qf LELZEIneaa Swof W for sha// br Mush vim finished surface « ' orroM� QFcoV€R s No rEs- _ _ /, rhe manhole ff vffv orad coves shall be monde of pray Cos, iron conform�iv to Me latest �` ` �•' • f�• f,�« specifications. "IV P. A// part! of ft monhole flame and cover except mochined swfams sha!/ be cooled AIo+cAlns fin/!A, see noff 3 wihh asphaltum game' 3. rho monhols frame and covey sho✓l be fished y�« SECTION B=B for occarmy of At and sAal/ be morked in sets befwv delivery. rho cover shell f1f Me • , frame snugly but not fight/y. { 4 Caws for we on "wer slrucfu vs sho#beor the btter'�'; on storm drain struchvres the letter "D ; on gmnings for utilities the letter V i 4 5. rhe we"fs of the from* and cover shwa/1 not vory more thou lov per cent from those given hereon. R KI MANHOLE FRAME AND COVER 4� VfCff5 . << FOR . DETAIL U45 J'0 Gohtarwre oftM,0:wiC0fi0fl 1.4 i-2 t R RUNG DETAIL ' DETAIL U 44 t i • JVe "Dia. Pic* hoer / l? « Diamond enolA x/"I% ie , �• ,, _ 514 . \ Socket sot screw!, ere � DETA/L CROSS SECT/ON � � y' THROUGH RIM TAT F A i - l 14" — i O *W wA*ere rib/brns ran. Letters /"high At alher #*scrip/ion to appeer on 0irpese1111f Swfmos. TOP OF MANHOL E FRAME B COVER I Some *ogle I lhrou� " i r / s ,�� .. I ,��., � 22 d o, clear QOM nom_. CROSS SEC T/ON MROUGH FR�4AC 6i C VER � �tline where ribs �o1n CROSS SECT/ON THROUGH F/n/thel surloce RIB AT M/D i?AD/US i Drill and fop ho% and /nsfo// 3/f Jf l %" socket set screw, hexagonal ho/0,US.s / threads everdur or equal Gap in rlm of cover opposite pick ho% 34'R*„ MANHOL E COVER LOCKING DEV/CE BOT TOM OF MANHOLE COVER DE TA IL NOTE Frome and covw sholl be CAST IRON. We4ht - /30 lbs. Material and workmanship shall be in accordance with the latest specifkafions. Golvofp&o Complete assw►nbt), ofter fbbricofion• MANHOLE FRAME AND COVER FOR SIDEWALKS DETAIL U46 C F 2=0'v dio. monhole o x4 vi r C2 -a 6XX x e=on roto/ .1] W4 I1 ELEVATION F -----�--r------ �� Girder -- ---- ------- F SEC TION C -C PART PLAN r N D — — — -- -- — — -- - - - - - � - - - - - - Girder I *6 �_J to c%r I I II it - - -- -- - - -- SIDEWALK ACCESS OPEN/NG PART PLAN T U4 DE A/L 2 G/RD1ER STEI`I ACCESS OPEN/NG DETAIL U 4/ . NOTES / . For exact location of openings see other sheets. 2. Locotion and sire of manholes may be modified as directed by Me Engineer, provided minimum dimensions are maintained. J. All reinforcement detailed to be placed in addition to r0infonetment shown on other sheets. - N PART PLAN AMLT /� NO CORRECTIONS THIS SHEET S-495 4) DIST COWTY ROUTE SECTION o8 sad 6 95 c.46 .33 0Ad ' Seo�e.�bei- 7 r { t Goat 110W.. tv of if�a d of q� ► . N �llOE�rtl • • r SEG TION . D -D SECT%ON EWE HALF SECT PECK. A DETAIL- U43 STATE Of G LrORW 9 /63 OM OF � WM OIMION of 04161411101111" , qN E=E STANDARD UTILITY -DETAIL NQ No No 2j to o 33*MIUMM 1r7w =BMW' REVISION DATES 1 f�Etl11it1�RY j AC. OR Y) 4*_T41 or �I I �I (I I 0 co) o of 4 ti SINGLE POLE y, n4rirdo/ Vows N~ 2 l « 7 ,. e /a �- PROPOSED MY D c� �® o r S Y M B 0 tom. .Y SCCT*N 1 - Signal conduit os I s. Bd. Lighting conduit R I Pull box 1 31 Impact Detector von Non - directional pressure detector .i Non -directlono/ magnetic detector •--• Dhrectiono/ pressure defector ,. Controller Troff►c signal, each arrow ane -way three color 2 l « 7 ,. e /a �- PROPOSED MY D c� �® o r S Y M B 0 tom. EXISTING SCCT*N 1 - Signal conduit os I s. Bd. Lighting conduit R I Pull box 1 31 Impact Detector von Non - directional pressure detector ;.:11 D Non -directlono/ magnetic detector •--• Dhrectiono/ pressure defector ,. Controller Troff►c signal, each arrow ane -way three color Traffic signal one way fhree-cobr with bockp/ote Y Troffic signal one way three -color with gr~ arrow (On 7'Type I standard unless otherwise spec►/►ed) (Red and yellow louvered) __ -C' '' Wolk - W61 t Ded"trlon s+arnal End of conductor U g ° Typico/ Markings B - / Phase O�tector location as s own on plan Detector Circuit TYPICAL BANDING OF CONDUCTOR ENDS I standard d with "A" Curb, d =2'- 6" with e« or at Curb, d �'� imensiovud .. • • with C CMrb, d •3 • - •. FOUNDATION INSTALLATION BEHIND CURB NO SCALE vw�Kt `1rE[R DAtE _ :�ES+G►r E. rrEER DATE At 110)0 �Y OTE —�51-4T*jm 18 NO SCALE •,�, ICat, 6011 • •► ►t•f6 �t6t••� +••.167 as VIA• •• IMIt�6 S-&95 ;_ 27 1 31 DIST COWITY t *0WTI I SCCT*N 1 "12' OTS os I s. Bd. jk95-1C R I Z 7 1 31 . , pedestrian signal, 2 -color head Q I� Q Q cV Most arm traffic sIgnol(w►th bockp/o/e)(on Type __ -C' '' Z standard) OcoI 0 (� 0 � � {, E/ec tro/ger, most arm Irge with most aim traffic signal withki bockp/oft (Type standard) E/ectroher, most arm type (Type Z s/ondord) Electro/ler, upright type ... "e o.. -o� Pedestrian push button Power pole onpost 1 Telephone pole T7 ♦. Fire hydrant Flashing beocon,one-woy Troffic signal with all colors louvered •• 14- l Overhead conductor Pull box 4 46 (�. marker DOUBLE POLE Ultra- sonic detector (Side tiro type) r hUNCtive loop defector EoulDmenl location number Phose (I or 2 Bonds) SUB -BASES FOR RELAYS_ (/or 2Bonds) Circuit (/Bond) --� End of conductor U g ° Typico/ Markings B - / Phase O�tector location as s own on plan Detector Circuit TYPICAL BANDING OF CONDUCTOR ENDS I standard d with "A" Curb, d =2'- 6" with e« or at Curb, d �'� imensiovud .. • • with C CMrb, d •3 • - •. FOUNDATION INSTALLATION BEHIND CURB NO SCALE vw�Kt `1rE[R DAtE _ :�ES+G►r E. rrEER DATE At 110)0 �Y OTE —�51-4T*jm 18 NO SCALE •,�, ICat, 6011 • •► ►t•f6 �t6t••� +••.167 as VIA• •• IMIt�6 S-&95 ;_ 27 1 31 DIST COWITY t *0WTI I SCCT*N 1 "12' OTS os I s. Bd. jk95-1C R I Z 7 1 31 ' { p�1Tltt i»raw - OKT i—w N S T A L L A T 10 N NOTES ..o�ov�o _ SEP 7 1965 -- CONDUI T l Unless a%wrwlm Ind�co%d, service and deteclar rani and caldui/ into S/fr abut/urs foundations shall be / inch and a// other conduit shall be not less than /4 h7c/y 2 Conduit shall be installed /B"min►muinbe/ow curb grade in s►dewo/k areas and 30"1"►n►mum below grade or finis he d surface in all other areas, except that condu►t installed within curbed dividing strips constructed on existing pavement may be laid on and secured to the pavement 3 Conduit runs parallel to curbs shall be placed adjacent to bock of curb, except where in conflict with existing facilities 4 Existing underground conduit to be incorporated into new systems shall be c%Anev' w►lh a mondro/ and blown out with compressed air 5. Conduit terminating erminatio in standards and pedestals shall extend 2"max. above finished top of foundation and shall slope toward the hondho/e 6. Service risers shall be /laminated with o service head or shall be sealed /o prevent the entrance of water, as approved by /he serving afill y PULL B OXE5 i When more thern 3 conduits enter, the hull box shall be a st 5. 2. Pull boxes in the vicinity of curbs shall be placed adjacent to bock of curb, except w bM Shawn Otherwise of fht Alan or when in conflict with existing faci li ties. 3. Top of pull boxes shall be flush with top of curb or sidewalk geode or obovo surrounding ground when no )%?ishod yrode is eshob/ished. 4. oo// boxes shown ad.oAvicen/ /o standards sho//be ins/o/%d agOMSt hl// no/ on roadway side o! tondo/ion. 5. B &Om otrpu// boxes s%v// be grouted /"rn�n fhIckness withdrain hole. CONDUCTORS AND WIRING / 51gnoi' neu/rat shall be o separate 'r/0 AWG conduc/or 2 Conductors between ballasts or transformers and luminaires shot/ be w/04W6,600vo/t 3 Conductors be/ween series -to-multiple transformers and sign switch shall be w/2 AWG, 600 volt 4 Number of conductors indicated In signal system conduit Includes 3 014 AWG spores 3 Conductors shall be identified with bonds 6 Underground conductors to signals shall be run without splice, except that where existing signals ore being moos feed, signal conductors moy be spliced where! indicated 7 Neutral conductors may be spliced In pull boxes B Two feel of stock shall be provided In each conductor in eoch pull box 9 A separate conductor o/herMan neulra/, shall be run from each pressure detector or pedesir.wn Push button to controller c0binr.0 /O. Color coding for wiring to pedestrian signals shall be as specified for corresponding vehicular green and red Indicabons //. One side of Secondory circuit of series -to -multiple transformers shall be grounded On structures the 9roundin electrode shall be the conduit system Off structures, It sholJ be o // "X 9'ground rod installed through bottom of pull box I Eaglux Ljis;aced Grit Ea3'" .Slab_ S16NA L EOUIPMEN T �. l Pressure detectors $ho/l be 6 feet long, non - dIrectionot, an/esSOI/Wn►Iseind'co/ed 2 Detector position dimensions reler to contact unit 3 Top of detector foundation shall be flush and true with po✓emenf surface. 4 Detector contact unit surface shall be level with rim of )lame or no more ttwn Me -Inch higher 5 r*V mounting bracket dimension between the axes thru center of signo/ hood and center of terminal compartment, or slip -fitter, shall not be great*, than //,"except where shown otherwise on the p/ons,or as directed by the Engineer 6. Vehicular and pedestrian signal mountings sho// be oriented so as to provide maximum horizontal clearance /o adjacent roodwoy STANDARDS AND POSTS /. Type I standards shall be I -C 2. Guard posts shall be installed o minimum of 2'0"clear of curb face. J. Pedestrian push button post installed within the area of curb return shall be of o minimum of 3'0"c/ear of curb face FOUNOA T/ONS / Unless otherwise shown on the plans, the top of foundations for stondords shall be level with tap of curb in curbed areas or 6 inches obove surrounding grade in olhe+r meas. 2. Unless other wrse shown on the plans, foundotions still be installed with 2 foot c/eoronce to edge o/ paved shoulder. AS JILT NO CORRECTIONS THIS SHEET GENERAL DETAILS TRAFFIC SIGNAL AND HIGHWAY LIGHTING INSTALLATIONS Dw r, Ne). 11 4 R/ W Z� A SEN !' I ITI 1 T e Improvement Sto. /S2 -A -?2.08 = 7.00' L t. L" Survey Sta. /5,?f�/. 90 — ---C� Exit. Tr affic ricin(31 Lights Exist, ,:urb --c•:) Exist. Wolf -Woit. p. p. b. Exist. Ped e st r e in Puss, Button ti T�' �trno Tq Be ,'�or,4 8 D, her I I ii 1 � 4-, I \J II Li, R, einstoll Sai aged Type T Ste II J I ),D& Insfa ll Type I std. Ll B-/ Curr' _ -- - �sswui�k ; �� ,� � R�m�,�e F,'SGIva9e - - -• --1-- �o I 153t 0(2 N 0 ° kprr�oVe M -I Mfg. � Disposc Instoll Type 11-7 Std. i/ �4" I Std woik . B. P. R. STATE FEDERAL PROJECT No. DIV. NO. 7 CALIF. -5 -695 0 DIST. COUNTY ROUTE SFC, SHEET TOTAL 0e No. SHEETS C. R 2B 93 DIST. COUNTY ROUTE SFC, SHEET No. TOTAL SHEETS 0e 5, Bd. 6 95 C. R 1 28 1.33 COUNTY ENGINEER DISTRICT ENGINEER SEV - .-)F;r APPROVED �CGUT.e� STEREO OIVIL ENGINEER No. 8495 ICT VI11 CITY 6 COUNTY PROJECTS ENGINEER /REGISTERED CIVIL ENGINEER NO. 6522 W O 41 `► PED; e �a �L9 �l NOTE: Phase A Is Foothill !3/vd, EXISTING PHASE DIAGRAM RMI � ImPra v�n7ent Su r Vey AS B U I L T CORRECTIONS THIS SHEET RY..;:. J Z -IL I I I Proposed Curb I <<� _ rill 1 , I Controller To Remoin /n E.ristin9 Laoofion DETAIL "A 4 SIGNAL AND LIGHTING DETAILS ARCHIBALD AVENUE AND FOOTHILL BOULEVARD . 2y 2.a of'33 4 0 •, 100 I ; 9 � .0• + CX 9" Goly. cost iron 80, f J pipe flange F. A D. BASE BASE 11 go. Tapered W 4"Goly. steel pipe or conduit W p ( Thread both ends) ~ Z Z 3"XS" Handhole and cover 3"X 5" Handhole s Cover 5" 1. D. Min. of bast ' min. 5" I.D. Min at base. 2'min. 5/8"x 18"Anchor c 6 " 3/4% 18"anchor bolt. bait. Thread 6is o_ E 1/2 Bose plate Thread 6, with with 2 -nuts and , 2 -nuts and 2- rot 2-washers each. Length0'washers each. Length does not include 90°does not include 90° " "'I bend.P"' bend. r�---} 2 -0 2'- 0 TYPE I -A STANDARD TYPE 1-8 STANDARQ TYPE I -C STANDARD ( Details not shown some as in Type I -A.) NOTES: I. Standards shall be 10'-0" for vehicular signals' 7'- 0" for pedestrian signals and left -turn vehicular signals, unless otherwise noted on plans. 2. Top of standard shall be 4-1/2" O.D. 3. Conduits shall extend 2" max. above finished surface of foundation and for Types I -A and I -C Standards, shall be sloped toward handhole. 4. One anchor bolt shall be bonded to conduit. 5 Conduit between standard and adjacent pull box shall be 2" size minimum. 6. In unpaved areas top of foundation shall be 6" above surrounding grade. 4" Std. goly. steel pipe Cam pions for type of pool mounting. est -type terminal xnpartment. destrion pnals M SIGNAL STANDARDS NO SCALE i �. L& &.1 A -A AzA © 0 (�i) T T - fitting with plu These signals face intersectlon� BockploteDF- � a Red louvered 1' -Offset slip fitter D _Yellow louvered 12" Green arrow (Unless otherwise ;, k E§ in on plans) � I r ©T T A q-7 Gas tube type pedestrian signals 0 Gas tube---1i type ped. signal d J Q P T- T P MOUNTINGS BRACKET MOUNTINGS Mounting includes terminal compartment Special .mountings (Use only when noted on plans.) Mount terminal — Toward , Flasher control cabinet % when specified compartment,on intersection j I- section signal hood side of pole away 9ackplate Type A-6 or A-7 do ,from traffic. signal mounting i 2: 0« with yellow lens and backplate. 1 � —Incandescent sign lighting fixture. �Pedestrlan Slip fitter signals I.. min. goly. steel pipe NO SCALE •i " ► R lTATt ►te9wwL ►woJtc7 ... FMCAL 2«22• �o7w� r Oiv «o Vtw• "� 0"2970 CALIF I I F s-(95(6) DISTRICT COUNTYVMTEI SECTION •""' ""` 08 59,0,16951 e -,e 29 3 3 APPROVED FEBRUARY 1964 TRAFFIC EN NE R,REGISTERED C.E. NO. 8586 TO ACCOMPANY PLANS DATED SEP 7 1965 Slip titter Most arm Sock plate « Slip fitter 12 Lens «/ 12" Lens Most arm 8 Lent NZ -1 M � Top MamtM Side Mounted Slip Fitter. (Use only when noted on plans.) MAST ARM MOUNTING Washers curved to /it standard See "POLE PLATE" detail. 111; cv I S I ip flitter r edestrlon push a ' » ' : T �-^3 1/2"min. 1 utlon (When . o-- c - O _. %D idicated on plans) : T m o -� 7'- 0" Type / t signal standard Q into p i c Drill and tap for '`� , C I-A,(unless otherwise E �. to � r til C ~ os' io noted on plans) , I -I/2 :t 0 pipe = rs - p- 0 4 - -I bee o' - j - Curved to fit WASHER DETAIL d Guide stondord Q M Type I -A (unless otherwise noted on peons) ON TYPE I -A,1-8 ON TYPE 11 t= OR LEFT TURN LANE ADVANCE FLASHING BEACON OR.1-C STANQARDS _ Z STANDARDS SIGNALS INSTALLATIONS NOTES : I. Mountings shall be oriented to provide maximum horizontal clearance to adjacent roadway. 2. Pedestrian signals sholl be positioned on the side of standard nearest crosswalk controlled. 3. Bracket arms shall be long enough to permit proper alignment of signals. TYPICAL EQUIPMENT MOUNTING k 3/16" to 5/16" --••I � 'i r 3/8" 16 3/8"R 9/160 � 27/32" 6" " 1 _ 0 i ARROW 8I$ Two rows of 3 set screws - 4-1/2" Slip r fitter SECTION A -A POST -TOP MOUNTING BRACKET MOUNTING I/2" r2 -SW r8 1ERMINAL C NO SCALEIT — Flat Washer 3,4e -- Cost Bronze ' !►- 2" Pipe most arm TYPE I TYPE II ;` ©� T -7/16" Hole through (For A-1 a W-1 mountings) (For A -381A-7 mountings) ( 1 Pipe 2 7/16" 2 lib" 2 V8" 15/16" �"( I/2'� On post I — — c .+. mounting slip fitter. A A guilt - - lit "--� � I /2" Ire" 50(11/4") on mart NOTES: 1. All threaded openings shall be 11/2" I.P.S. ; b • �' I arm " Signal Housing, Lock ring.Seal with 2. Serration in fittings shall match those on bottom Flat rasher N I - - 0.051 or heavier gage gasket sealing compound. of signal heads or in lock ring. 3003-H14 aluminum 3. Top opening shall be offset when backplate is used. sheet Lock nut - -Shake proof lock washer t - - Signal standard r i =_ ; ```,. utout and backplate for 12 red. 1 1/2" Nipple L B Mounting brackets 1/2" Standard bolt SECTION - _ _ After signal hos been plumbed and secured SLIP -FITTERS FOR POST -TOP MOUNTING cadmium plated or galvanized 15/8" 21/8' 21/9" 2 V11" Drill signal head and drill 7/16" hole through most arm in line with attach bock plate with hole through slip fitter. SECTION A -A Cutout and Place 3/8" noivanized bolt with washer under bolt NOTE' On upper clomp omit Coble backplate for (6) 10- 24 min. size, head through hole and secure with two nuts guide on center hole In stondord. self -topping and locking 12 green arrow and o washer. serrations stainless steel machine • 2"R.- screws. A_" 1 -In" Pipe POLE PLAT E REAR VIEW T 5/16 threods �� - NO SCALE NOTE' No background light Stop --3/16" " � J 1_4 T ,, � � � 3 /16 8 ros s Pins - ,, � > to show between plots - 1 1\�1�' map and head. Use v:h.re locking ring \\ E'Y,, .'�->F......��C... �- • n t int• ra I %.# 'h t'll►I II NO CORRECTIONS. THIS SHEET (12GLASS LENS) FRONT VIE W BACK PLATE 1--3 Cadmium plated DIRECTIONAL L UVF& NOTE: Louvers shall be secured in place with one plated brass machine screw and nut and oriented as directed by Engineer. SIGNAL HEAD ACCESSORIES. NO SCALE steel set screws. 20 SLIP FITTER FOR MAST ARM MOUNTING sig-lal 'lean Ring to be of bross,of sufflelfnt SPECIAL 90* ELBOW contact area to cover flange on One for each foce except signal housing. those with special slip LQCK RING fitter mounting. rTAcHMENT FITTING NO SCALE It STATE OF CALI FORN IA DEPARTMENT OF PUBLIC WORKS DIVISION OF HIGHWAYS STANDARD DETAILS N 0.2-B TRAFFIC SIGNAL AND HIGHWAY LIGHTING INSTALLATIONS Not To Scale DRAWING NO- E - Revised 2164 Q,�ic No. i 3 ES -2B-2__ "D IV //I "C " , I/ "n" STRAIGHT SPLICE (600 V or 5000 V) ••••••r,�► a aaaaaaaaaa � __ Use 4-waypressure 11• sleeve connecter 1� II �I % 7 O STRAIGHT NB N N SPLICE DIMENSIONS Inches AWG �� Bof [ D 600 Volt /41 12 or /0 Solid 600 Volt 8, 6 or 4 Stranded 5000 Volt 8 Solid 2 NN 2/2N -f P B I"Chamfer T -SPLICE DIMENSIONS —inches AWG 13" "D 600 Volt /4, l2 or lO Solid N Paint White 600 VOLT "T" SPLICE "C "= Connector length PROCEDURE A. Remove Insulation from each conductor to dlsfance C f %2 and pencil to dimension D. roughen penciling. B. Train conductors and place connector, center/ng over butted cable ends C. Crimp connector. If crimping too/ is not ratchet type, so/der crimp connection. D. Insulate. Use mefhod "A"on high voltage circuits unless otherw%se specifed. INSULATING. METHODS Low Voltage Circuits (0-600 vn/ts) Method I. Apply one coat of rubber cement and allow fo dry. 2. Apply low voltage tape to a thickness equal fo original insulation, BIIg V /loge Circuits (601-5000 volts) Method 2 I Apply one coal of rubber cement and allow to dry. . 2. Apply high voltage tape tb a fhickness equal to origin/ insulotion. 3. Apply two layers of low Voltage tape, half lopped. VoIfo9e or Low Volfoge Circuits - Method "B" I. Apply two /overs, half lopped, of synthetic, oil resistant, self fusing rubber tope. 2. Apply .007" thick P. V.C. tape to o thickness equal to original insulation. 3. Apply two layers of asphalt impregnated, open meshed fobric tape and fuse in. GENERAL NOTES /. Ai/ dimensions are nominal. 2. Rubber tapes slag/l be rolled offer app/kation. 3. If PV- /ow rb/doge fbpe is used as a final layr, , palm finished splice with electrical Insulating coating. SPLICING PROJECT ENGINEER DATE I DESIGN ENGINEER DATE APPROVAL RECOMMENDED BY1 DATE J 25"-f 2/Z—� 0 [[!ST:REET LIGHTING IGH VOLTAGE 2%2 brass stud bolts, nuts and washers, 2 per box. Recess cover for nut. Inscribe _ TRAFFIC SIGNAL--�_ when containing 1 signal conductor Omit for low - voltage circuits l9"fI N 00 STREET LIGHTING O 2a 15„ 2 N Grade (See Note 3) Bonding reinforced concrete . .�.� s*t �_ : Jumper :� N Bonding 7 Seal around conduit T Jumper with mortar Extension when box houses transformer or ballast Clean crushed Clean crushed rock sump rock sump. NO. 3y2 Ground rod when specified or when box houses transformer /� of Screwdriver slot N lI N / N N 0.5 I P2 x� x U i /1 /9- /0 or //gage =Ro I N "8 brass hold-down Tube, 316 wall bolt and nut. T6"I. D. Bolt holes shall match standard7AF __Cover shall cover stud bolts. I TRFIC I entire top of box Inscribe with Iy2letfers ` SIGNAL ®I Z"dlalift hole as for concrete covers - - - - - - - LAW k 30 W 0 v 30 Q 60 O 8 P R. REG, No. Z:) U; I IUN A -A FEDERAL PROJECT NO. 8" SHEET No. TOTAL SHEETS -f P B I"Chamfer CALIF. 5 - 6 95' (6) 1 s O Point Black I , 1 N Paint White • enamel IN 2.0 1.0 0.5 Target Plate /8 gage meta/ 0.2 0.1 A A I .. I I, ,Jill ,I FRONT REAR (Type A Guide Marker -No Reflectors) PULL BOX MARKER N "8 brass hold-down Tube, 316 wall bolt and nut. T6"I. D. Bolt holes shall match standard7AF __Cover shall cover stud bolts. I TRFIC I entire top of box Inscribe with Iy2letfers ` SIGNAL ®I Z"dlalift hole as for concrete covers - - - - - - - LAW k 30 W 0 v 30 Q 60 O 8 P R. REG, No. STATE FEDERAL PROJECT NO. FISCAL YEAR SHEET No. TOTAL SHEETS 7 CALIF. 5 - 6 95' (6) 1 , DIST COUNTY NOVTE SECTION ;OTAL N[[T o STN([T 08 SB cY 695 CR 30 33 eG cr .2 APPROVED Assistont S ote Hlgh y Engineer C.E. Lic. No. 6989 r+rn " .-- TO ACCOMPANY PLANS DATED 120 90 60 30 0 30 60 90 120 DISTANCE /N FEET TYPE III Shielded Highway Lighting Luminaire, 30' Mounting Height, 20,000 Lumen Mercury Vapor Lamp ISOLUX LINES OF MINIMUM HORIZONTAL FOOTCANDLES %" Drill and counter sink for 4 steel p/ote cover, A 314'v deep recess cost o/vonlzed after N � in cover scot. '�'�" flat head screw g Pull bar cover Sidewalk or L fabrication 4 4 pavement rade IllApprox. �"sp" P g /3L /" /N SMv WWI IV N " ConnectbondngjrPPLOr " °' to ground rod, metallic Ala 3�or No. S.Precosf ���� � �I /�4 x /'3/4 x 3/j6 L '� N.C. x / Re/nf. Conc. Box :C . Bonding �. s - FHMS. with 3 0 : • .► conduitorgr'oundwire. dumper `I Bevel ends to lit _ washers and 2 a p Bo//ast handle Sea/ around 2 _' lip of box. ruts, a// go/vanlzed P a conduit with rWrfl7 •� steel. "' °' with pull box Pour in Balla st .10 op FledA Bo/lost --, 5" i-- Clean Crushed Rock Z" N " SECTION A -A a// around Ballast hanger, // 4 x/ 2 x 4 FS steel, galvanized. Mount ballast handle of balance point. PULL BOX WITH TRAFFIC COVER BALLAST INSTALLATION IN PULL BOX No Scale NOTES /. Use steel cover and special concrete footing, as shown, when box is to be Installed where subject to traffic loads. Steel cover shall have embossed non -skid pattiern when box is placed In paved or sidewalk areas. 2. Steel re/nforcing shall be as regularly used /n the standard products of the respective manufacturer. 3. Top Of pull boxes shall be flush w/th surrounding grade or top of adjacent curb, except that in unpaved areas where pull box is not immediately adjacent to and protected by a concrete foundation, pole or other protect/ve construction, the box shall be buried /2 inches below grade and shall be marked by a pull box marker placed adjacent to the pull box. Where practicable, pull boxes shown in the vicinity of curbs shall be placed adjacent to the back of curb, and pull boxes shown adjacent to standards shall be placed on side of foundot%on facing traffic, unless otherwise noted. PULL BOXES A S b �� A L T STAT E OF C A L I F O R N I A NO CORRECTIONS THIS SHEET DEPARTMENT OF PUBLIC WORKS DIVISION OF HIGHWAYS STANDARD DETAILS N0.3A TRAFFIC SIGNAL AND HIGHWAY LIGHTING INSTALLATIONS NOT TO SCALE DRAWING NO. E - Revised DvqG W, 2 ��3 ES -3A-1 Foga WH 23A ut ww ".W$ 1.+ ar •►o I IN 2.0 1.0 0.5 0.2 0.1 120 90 60 30 0 30 60 90 120 DISTANCE /N FEET TYPE III Shielded Highway Lighting Luminaire, 30' Mounting Height, 20,000 Lumen Mercury Vapor Lamp ISOLUX LINES OF MINIMUM HORIZONTAL FOOTCANDLES %" Drill and counter sink for 4 steel p/ote cover, A 314'v deep recess cost o/vonlzed after N � in cover scot. '�'�" flat head screw g Pull bar cover Sidewalk or L fabrication 4 4 pavement rade IllApprox. �"sp" P g /3L /" /N SMv WWI IV N " ConnectbondngjrPPLOr " °' to ground rod, metallic Ala 3�or No. S.Precosf ���� � �I /�4 x /'3/4 x 3/j6 L '� N.C. x / Re/nf. Conc. Box :C . Bonding �. s - FHMS. with 3 0 : • .► conduitorgr'oundwire. dumper `I Bevel ends to lit _ washers and 2 a p Bo//ast handle Sea/ around 2 _' lip of box. ruts, a// go/vanlzed P a conduit with rWrfl7 •� steel. "' °' with pull box Pour in Balla st .10 op FledA Bo/lost --, 5" i-- Clean Crushed Rock Z" N " SECTION A -A a// around Ballast hanger, // 4 x/ 2 x 4 FS steel, galvanized. Mount ballast handle of balance point. PULL BOX WITH TRAFFIC COVER BALLAST INSTALLATION IN PULL BOX No Scale NOTES /. Use steel cover and special concrete footing, as shown, when box is to be Installed where subject to traffic loads. Steel cover shall have embossed non -skid pattiern when box is placed In paved or sidewalk areas. 2. Steel re/nforcing shall be as regularly used /n the standard products of the respective manufacturer. 3. Top Of pull boxes shall be flush w/th surrounding grade or top of adjacent curb, except that in unpaved areas where pull box is not immediately adjacent to and protected by a concrete foundation, pole or other protect/ve construction, the box shall be buried /2 inches below grade and shall be marked by a pull box marker placed adjacent to the pull box. Where practicable, pull boxes shown in the vicinity of curbs shall be placed adjacent to the back of curb, and pull boxes shown adjacent to standards shall be placed on side of foundot%on facing traffic, unless otherwise noted. PULL BOXES A S b �� A L T STAT E OF C A L I F O R N I A NO CORRECTIONS THIS SHEET DEPARTMENT OF PUBLIC WORKS DIVISION OF HIGHWAYS STANDARD DETAILS N0.3A TRAFFIC SIGNAL AND HIGHWAY LIGHTING INSTALLATIONS NOT TO SCALE DRAWING NO. E - Revised DvqG W, 2 ��3 ES -3A-1 Foga WH 23A ut ww ".W$ 1.+ ar •►o I LANE 3 LANE 2 LANE / See Note 7 2 wires -- 4 wires, 6 wires MED/AN Flexible conduit (Note/O) -+ I ,� No. 3-//2 pull box CONDUCTOR COLOR CODE L one Color / Red 2 Ye/low 3 Green 4 Blue 5 While Notes: CASE A EP ES r -See Note 7 2 wires c N 4 0. / 2 min. 4 wires o 6 wires cV t__'k } ---- Flexible conduit (Note /O) T min. c�'*-No. 3-//2 pull box CASE 8 '•1 '"� 61 • See Note / A A A A TRAFFIC L J a DIRECTION See Note / B�B B(B 0.031max. 3 turns No. /4 AWG 4/64 T W wire. CZS 4. SECT/ON A -A (n d 2 0. / 2 min. W o CD Z 6' Min. 3' I a W u' 10.21'mln. I 3/ 13.3 Note I Flexible Conduit c Note 6 --_ `D Q J �- AA Where practical a 6x6 . MAX. No3-1/2 pb g `A LQ - c N foot loop is desirable. 0.5 L Max distance between ' Note 7/0 4 fires 2 Wires 9 o n loops should be 5 feet \ v ( 4 Wires o lAi and min. 2 feet. 0.5 MAX. TYPICAL THRU LANE INSTALLATION DETAIL "C" -DIAGONAL CORNER CUTS 0.03'mox. Lead-in wires for loops. (Use 2 wires for each /oop, . ; -:. co/or coded as shown. ) 4. Leads from /one / ... i.'. A Leads from /one 2 SECT/ON 8-8 Leads from /one 3 /. Sow groove in ' povement for loops, corners may be diogono/ as shown in detoil "C Use existing sowed joints when possible. 2. Overlap cuts of all corners so slots ore full depth of corners. J. Push wire in with wood. Do not use screwdriver or other metollic instrument. 4 Fill slots with flexible epoxy resin adhesive conforming /o Specification No. 61-F-28. Tolc or other approved filler material may be used to control viscosity as required. lone d 2 0. / 2 min. 3 0./4 thin. 4 018 0 m1h 5 10.21'mln. 5 Where there ore existing unsowed joints install loops in center of 19ft. pavement panels. IF 6 Maximum slot depth sholl be 0.23. 7. Make cut all the way across povement. 8 Use either "Case A" or "Case 8" depending on whether pavement weakened plane joints ore perpendicu/or or skewed. 9. Provide o minimum of 5' of stock in each conductor at pull box. /0 Flexible conduit ( site as required ) to be placed in sowed channel slot or rigid conduit moy be ploced under curb or shoulder to pull box. //. Lead-in conductors from each loop to pull box shall be twisted together a minimum of two turns per foot /2. TESTS (a) Test each loop for continuity. (b.)A megger test shall be made between loops. Insulation resistance sho/l be not less than one megohm. INDUCTIVE LOOP DETECTOR INSTALLATION TRAFFIC COUNTING Contact unit ' ' –TF—Tr--TF— _._����Grounding bushing le Top of foundation Roofing poper$Aoll be flush with 2"sleeve /o allowrt.of c . an cu. povement surface for draino a 1. of g crushed rock ELEVATION Installation Notes /. Defector position dimensions refer to contact unit. 2. Concrete under removable contact unit mounting Pon shall be finished flush with top of pan supporting angles. 6' contact unit unless otherwise noted o 04e o o I"inspec/ion holes. Not required for removable type pan. PLAN O Splice box Medion l"C 20/2 AWG to controller No 3!? PB Loop) oop Turn ` L one rnj F 6n/ 20'or os located by the engineer TYPICAL LEFT TURN LANE INSTALLATION Notes: /. Sow groove in pavement for loops. Corners may be diagonal (os shown in Detoil "C" 2. Overlap cuts of all corners so slots ore full depth of corners. 3. Push wire in with wood. Do not use screwdriver or other meta/tic instrument. 4. Fill slots with flexible epoxy resin adhesive conforming 10 Specificotion No. 61-F-28. Talc or other approved filler n'moterio/ may be used to control viscosity as required. 5. Provide o minimum of 5' of stock in each conductor of pull box. 6. Flexible conduit ( site as required I to be placed in sowed channel slot or rigid conduit may be placed under curb or shoulder to pull box. 7. Lead-in conductors from each loop to pull box shall be twisted together a minimum of two turns per fool. 8. In pull box, splice conductors from loop to o cable of 2 No. 12 AWG conductors to sensor unit In controller cabinet. A Sections A -A and 8-8 shell be as shown for traffic counting detectors. /0. Pressure type terminals applied to Inductive loop detector terminals sho// be soldered. Foundation sholl extend 8 outside of frome on all Sides. Contact Unit INDUCTIVE LOOP DETECTOR INSTALLATION TRAFFIC SIGNAL 2' I min FED ROAD STATE PROD NO FISCAL SHEET TOTAL Div NO 1 YEAR NO SHEETS CALIF DIST COUNTY ROJTE SECTION SHEET NO T, TAS SHEETS 6p.S 1 Ge I 3/ 13.3 TRAFF6 NGINEER,REGISTERED C E. N0.858E To Acco-vary PIool Doted SEP ( 1965 2 I a Std. go/v. Pipe /; Slee/ pipe Bose— SECTION sib" X /2" Anchor bolls If J= • Note. Conduits shall protrude R S •� 2"mox. above finished BASE DETAIL surface of foundation. PEDESTRIAN PUSH BUTTON POST r 4%p Cul hole to fit pipe -114 Holes OTO CROSS° Arrow to be left or right OTO s•---*Eor both as required. sT�: PUSH PUSH BUTTON BUTTON W AIT FOR Porcelain enOme/ed wAiT FOR ";�Lig 0 5"x 7-3/4" sign block o 6111111111111 /esters wnite background. FOR WALK -DONT WALK FOR 2 OR 3 LIGHT SIGNAL SIGNAL SIGNS O O For mounting on pedestrian push buffon post, provide filter for fop of post. O O o Shope bock of costing to fit curvature of post. TYPE 0 Insfoll push button on crosswalk side of standard. PEDESTRIAN PUSH BUTTON 81 SIGN TYPE A Use only when specified Red 8 green indicator lights. J. Defector contact unit surface fho// be flush with rim ofSTATE OF CALIFORNIA r� housing or no more than //8 higher, if low, unit sholl D T L) DEPARTMENT OF PUBLIC WORKS be raised using one-piece, galvanized, sheet meta/ shims Y,.=DIVISION OF HIGHWAYS with dimensions the some as the bottom surface of the cOn10C1 unit. NOi,GRRECTIONS THIS SHEET STANDARD DETAILS NO.38 4. Screw threads sholl be cooled with anti -seise compound. TRAFFIC SIGNAL AND HIGHWAY A// screws sholl be tightened secure/y. LIGHTING INSTALLATIONS PRESSURE SENSITIVE DETECTOR VEHICLE DETECTORS SCALE AS NOTED DRAWING N0. E• Revised .No 196S pW* No. 2A 31 j 33 ES -313-5 I X 3� POLE TYPE POLE HEIGHT Q GAUGE POLE BASE DlAmETER Nc N BASE PL ATE DIMENSIONS BASE PLA SLOT S/ZE "t N A NCHOR BOL IS D/MENS/ONS 36 N LTC/ROLE DIAMETER Na N Nb/ N 810241111F 27 20 X logo. 640" flpit / �i " //4'1 1 11/"x y Z-0 25 x /O a 7 111 60 // ii 9 /481 // 1/21, 4 /" x 36" /0" AT 30 x T go. 8 /I i " 9 r " // r " 15IS' //; `x 40 // X-0 35 x Igo. 81111s- 13 /2 it / irl" / 14'wx44'v 1 30 x logo, 8 // /iP 9 �� // /il 1114 / x 36" 1- 0 35 x /0 8 "/Is " /3 gyp" ' I2 /p' / 'j'' / "x 36 " /I '/pIV 20x./ thicA: I 7'w H r r /ON BASE AND ANCHOR BOLT SCHEDULE NO TE 1 // gage acceptable if fabricated from sheet steel of 40,000 p s i minimum yield. 2 Length indicated does not include required 4"-90'0 bend. 3 See StondordE/ectrica/ Details -Bridge (ES -7) for structure mounted standard. T/E RODS All traffic signal most arms and most aims /2'Ond longer for luminaires with integral ballasts shall be equipped with standard pipe fie rods with welded 5/8" round bolt tips on each end, threaded 5" Weld shall be coated with zinc -oxide point or galvanized. 2. Pipe tie rods shall be 314" for 12'-0" to /5'-0"most arms and/f for '" most arms longer than /5- 0. Cop as regularly 4�- Ofurnished by mfgr. " 4 "a D. Min. Note 3 `�7 ->j— (Steel most arms) j l t li I I E I w h E F O w 4 b Removable rain - light shaft copes 3 7 8" 0. D. I , 1 � I I , POLE TOP /2'_ 0" unless Otherwise note 2" Standard pipe /um/noire most arm. /5 0 " unless otherwise no 2 "Standard pipe traffic signal most arm (Type ZT 8 X- o standard only) Z Length ci a 1 �I Q o� 2 O Its b � O � d N 4 h b O .c Hondho /e for lowering Q device. I = V 3 "x 5" hondho/e "� Handho/e for lowering L ' ; 314"C, 2 No. /2. device and height of R r. 4' - 6' - 8' hondho/es as regularly /2"x 6"x 6" go/v. 114" cost furnished by mfgr. iron box with gosketed TYPE (P 0. C. E/ectrolier) SCALE 318"= I'-0" PROJECT ENGINEER DATE DESIGN ENGINEER I DATE (APPROVAL RECOMMENDED SY DATE MAST ARM screwed -on cover and 3/4" plastic draln extended below surface. TYPE III aM-a OR TYPE Z &x -a (TYPE LT SHOWN) SCALE 3/8" 2 1'- 0" C =E �o Arm drilled and dimpled or use tapered washers to Permit straight tie rods. 2" standard pipe crossorm for Luminaire Mostorm. 2" double -extra strong or 2 //2" standard pipe cross arm for Signa/ Mostarm. //8",, _. I/2"Tie rod bock stay 5" thread both ends (See Tie Ro ds Note, this sheet) 74 0 holes '%6 P ,. 8 PLAN Use lock washers under a// nuts I/2" Plate bracket I/2"0 Tic rod bock stay Tapered washers 2 "Standard pipe most arm ELEVATION ra A RBG Nr. STATE FEDERAL PROJECT NO r�f�p� I ,f„4ET aNe TS 7 CALIF. $- 695-(6) I �— • HfT t� 'l•��. 11'si . rovNn faint `f T :� �. NEC• 08 I Sed 695- cue �� 32 i 33 �ece w 6 e APPROVED Assistant St Highway Engineer C.E. lit. No. 5989 s_ O 5EP-7_26.5- -----: - - - - _ -- TO ACCOMPANY PLANS DATED O 1 1 { 3 x 5 ~Hand hole, re/nforced with No. 3 go,ring 11/2 wide weldtd to otitside of pole, 4//2 x 6//2 No. /0 go. cover plate, located in some G quadrant as most arm. 1 , No. /0 gage i meta/ sleeve -41 I ' of each welded Joint. I POLE SPLICE "e ELEVATION MAST ARM TIE RODS AND CROSS ARM (Use for most arms in excess of 8'in length) /5- 0" c unless otherwise noted 5 %4 O. D. 2 "Standard pipe traffic T signal most arm. li t3 Ilk jJI : Lw 471160. D. O 1 � O a 2 t G Fri " 0. D. 5 //4 "0.0. 6 51 i al 8 1 �it b Q IN 1 V Q b � NOTE: ° i Top two inches of foundation to be poured level with sidewalk finish except on I structures (See standard electrical details- I ( S/dewaAt ES -7.)! II finish Sidewalk bridge, Dwg. I finish . Ir 1/I I, j. ,, �•. ,`I it o � + >E TYPE -- U Jill -7 ppm 3-0 D . .1 11-11 4. •II'i4I' s 8111 -Q a �.--- d i�p or fll..&ata..N--" J 4 - / I/4"bolt holes ' slotted for bolt circles 01/2"tor 1114N bolt Type U-apole) � I tof most. arm PLAN POLE BASE CALIF —TYPE STANDARDS GENERAL AND INSTALLATION NOTES All steel shafts andmast arms shal/bega/vapiirzed Bolts, screws, nuts, washers and tie rods shall be g6/von4zed. 2. The lower 5'length of o 35' Type X- o pole shall consist of o 5 "-,*7 gage tapered section (8 "O.D. to 811//60.0 butt welded to the lower end of O 30Type N pole. 3. Me lower 5' length of o 35 Tye S- a pole shall cons/st of o 5'-'0'10 gage tapered section 09"0.D. to 6YI116 0. D.) butt welded to the lower end of o 30 Typel pole. 4. The lower 5'length of o 25' Type f y pole shall consist of o 5= i0goge tapered section l6-518 to T--5116 O W buff welded to the lower end of a 20' TypoIT pole. 5. For standards to be installed on structures, see Drwg ES -1. STEEL MAST ARMS I L uminoire most arms shal/be so curved that when most arm is fastened to pole the lumina/re end shall not be below top of pole or more than 1=6” above. 2. The lost 3 "of the most arm shall be stra/ght and shall be horizontal with luminaire or traffic signal attached. 3. Connection between most aim and pole shall be mode by means of a ro/nfight socket of o design permitting simple removal of the most arm and providing o chased outlet for electrical conductors. ANCHOR BOLTS /. Each standard shall be suppled w/th 4 anchor bolts O 2. Each anchor bolt shall be provided with 6"of thread and on 4"-90' bend and sholl be furnished with two nuts and two washers. Washers shall be 1/164"X 0-112"" min. 3. Threads may be cut or rolled. Bolts shall be golvonized or plated offer threads ore formed. 4. One anchor bolt shall be bonded to condu/f. A S 1 L T DEPARTMENT OF STATE OF CPUBLIICNIA WORKS J DIVISION OF HIGHWAYS EYE . �<.'�-......C...-.�:�..%....:�.�/..... NO CORRECTIONS THIS SHEET STANDARD DETAILS NO.6 � T _ CALIFORNIA TYPE STANDARDS IT ' � Ek a o 20 ft. 25ft. 30 ft., 35 ft.,Pole Heights "; �f !' . T SHOWN) 20 � SC 4E 3f8"2 i'-0 REV. AT , jX SCALE AS NOTED DRAWING E- Dw&N-. 2A 32 0 S-6-5 ( F0.M %11.1 JA •1T N1• .... . .r .• w Ll r .18 511 2 V11 2 2�1 2 2 11 511 511 2% 2% 2 211 211 U TYPE I TYPE III 4t 211 211 211 1611 4± 211 211 211 I e's 5° YOUR HIGHWAY TAXES 5° AT WORK 29 FEDERAL HIGHWAY STATE HIGHWAY 41± 2y2 TRUST FUNDS FUNDS 2 !fi $490.1000. $408,000. 11 211 U.S. DEPT OF COMMERCE CALIFORNIA 211 211 Bureau of Public Roads DEPT.OF PUBLIC WORKS 2 DIVISION OF HIGHWAYS 211 91 7.1 411 411 3Y 2 311 311 TYPE II 131± YOUR HIGHWAY TAXES AT WORK FEDERAL HIGHWAY TRUST FUNDS $ 211481,000. U.S. DEPT OF COMMERCE Bureau of Public Roads NOTES: U.S. Standard capital and lower case "C11 letters. i' Stroke width 0.1611 per inch of letter height. Federal Highway Trust Funds ,County -State Funds, State Highway Funds and information on Route numbers within the Interstate and U.S sNelds to be furnished by the Engineer and pointed on the sign by the Contractor. TYPE DZ UI T Y NO THIS SHEET 5-695(6) DISTRICT Icoltmirom I Post Miles -Told Project '•••• 08 53d I 696 G'R 33 3 APPROVAL RECOMMENDED Troffi ngineer Registered Civil Engineer No. 1986 APPRaVED: F_e6 INTERSTATE CALIFORNIA \80/ STATE HIGHWAY FUNDS $ 223,290. CALIFORNIA DEPT. OF PUBLIC WORKS DIVISION OF HIGHWAYS State Highway Engineer Registered Civil Engineer No -5945 311 311 311 61t STATE OF CALIFORNIA HIGHWAY TRANSPORTATION AGENCY DEPARTMENT OF PUBLIC WORKS DIVISION OF HIGHWAYS FEDERAL CONSTRUCTION IDENTIFICATION SIGNS FSI- Dv,4G No. 2A raw w".; N• 40", •.n .a