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Home My WebLink About21 WT _ INDEX OF SHEETS STATE OF CALIFORNIA VIII SM. S-6%('4) I g SHEET NO. 1 TITLE PAGE - SHEET No. 2 TYPICAL CROSS SECTIONS DEPARTMENT PUBLIC WORKS SHEETS No. 3-8 PLAN a PROFILE SHEETS SHEET No. S TYPICAL INTERSECTION DETAILS DIVISION OF HIGBWAYS SHEET No. 10 TRIPLE 12'x 10r R.C.B. CULVERT _ SHEETS No. II S 12 MISC. CULVERT S WINOWALL DETAILS SHEET No. 13 PLANS� 3C. MINOR STRUCTURES FOR CONSTRUCTION ON Y SHEET No. 14 DRAINAGE SUMMARY S MISC. DETAILS ` F SMEETS No. IS-2T STATE STANDARD PLANS SAN BERNARDINOn SHEETS No. 1–39 CROSS SECTIONS COUNTY HIGHWAY r SOC. S.F, To O[ATM VMLL[Y NO * S � 695 (4) 66""W"Mme OVA$T,► c • ARCHIBALD AVENUE Iaro eo. TO LAS %490" K[AN .O „ ,�_ SAN N BET EE STATE ROUTE 2�b NDRTHEksT s•DOF ONTARIO box" AND ACACIA STREET TO MO•iNlt •. eMA NO of 7 END PROJECT IAINMINOY STA. 94 t 50 COUNTY .J TFN: TOKK A AND •ANTA rr 117— RAILM�AT �RNI, O C1O. iAN 1110111640111041100 .�J -•._�- _ F – I I�tt- )1 1 CO. THIS rRO,lECT ACAiCY .T. � \ IC.AL9 NII MILKS < i i > __..., •QRTM i 11b� 1 • IL �/ TM t' " AS- BUILT 3 BYy1� xa NO CORRECTIONS THIS SHEET REGI PROJECT �. STA. 7 + 00 �•' or \ J ' COUNTY OF SAN KR "RDW --1 � 1= =-- L g � ` i = .T� — ,— —s+w senrwnerllo � ►w[ewr. •o sw►--T 31 __ aouNrr ewsrtsw—at.uGtNK NO.MN � ', CONVENTIONAL SIGNS � % .000*0 � A V.) ____ ______ RO Of • RvisOlm County line •--.-•--•- - Traveled Way _ _ ________ � CHAIRMAN. City or Town Limits • — - Railroad Tracks SCALE IN MILES Township Line — --- Levee o a. Section Line — Culverts ________ STATE OF ALIFORMA �R GrantLine Drop Inlet , Fence IL IL Power Pole • C+Tr • P0Od[CTs ff"am[R i NOIN[[RIQ -ONTRT will l` Guard Rail Power Tower C t.uc pm No. ss:[ Unfenced Property -------- Telegraph or Telephone Pole APPROVED IDLY Z9 Right of way Line NET LENGTH 1. 468 MILES ��,w om Bose or Survey Line &ei"4 3 O i Marsh — •��• — ��• 4OIPUTY STAT[ HIGHWAY [NQIN[tR •�• �• — S'�, y �� CIVIL [NOIN[[R LIC[NS[ No.$414 JL fftf V9 4 C5 Iewr w!1•N (rw,*.fh 2.1 i o 27 .v � t11TATt PED AL.MOJWV Nw T"A •M, fMttf� mwr o�v w.. 7 CALIF. t! �s 9� r'�J 2 17 4 i Now. 0000 1a-v" ftmw ••" IN/ J ed. 0,f 1 4 1Z Z7 COUNTY •N N R C. 1. L Imly No AAJ IST T ENVIN 01 TRICT Vtlt CITY Y ROJECTS N INEER C. E. LICENSE NO. Utt R V[ Jltl, 4f_A9A3 APP1 NT YTATLF HIGHWAY ENN 1 C.E. LICENS N0. II'K Southbound /mpr-overr�cnf Northbound � , R�ry i SO'l�/inimum SO'�/inimum ),vw /Z /4' * 1,410 /Z' d�, /1' / Minimum 110,q seal Coat 004' Open pen Graded 4sphalt Concrete Fo Seo/ coat— P.Typc rBrAsphalt Concrete s vinimu o x P�ofi/c Grodc f _ 0 0 i f t1c 3.o .pox .j% S/opc As Directed gy The Engineer /% / Or f/o1 to CohJ t Type AZ d Wad.)Curb 0.67' Class Z A99 reya tc Bo,s c Cons f. Typc A4?-d lMod.I Curb ,j% Slope 4s Directed By The f nyineer STA. - r MAY 1056 FORM NN 24A - - - - - — - -- - - •.. _.._ _ _ - - -----. .. __ — . - --- �— — S P R STATE FEDERAL fRDIECT 1•• SHEET TOTAL f DIV. NO Mn SHEETS 7 , CALIF, T-695t14) d Z7 SHW 101 AL DIST COUNTY ROUTE SEC. we SHEETS `' m Vlll Sed- 0,f 4 3 77 M3 Greater Ontario a, J i- -c Itj ?+ Investment Co. ca r o,tS Q Y a e, Q) 'W. ` U Y N R 1gg� ._ J � T �b3 � . W Jo i d m u o� .n =+ = _ Q U V V a W -a c- e a +�- t� a� ti Z i a� + u CO a "� 4 o o O �' o O� Don L. Robertson Mary L. V� ENGINEER °-C-i a, 3 v� *R v N = �C sR Glenn D. Robertson Jr. Alice S• APPRUED Uj v}j a cL ap a: om c. �- a F-- m vi �o Con s� /00 BfG/NPRD✓ECT Types N ,, c .�, e :yPc A - 8 COUNTY oJECTS ENGINEER- t C. E. LICENSE NO. 0522 J fo. /7 00 � tj® a o v v Const- /30 L.r 7, e A"A.C. Dike I 0 Const. Type AZ d e Mod) Curb Aetna ee • ooet� osemAs ® a0ofl a ; Const, Type .42-d�Mod)Curb '�u ; •,\ �6 4 ® 8 0a0 ® � a3pr� 9 :9r� 9t9 � e08 @ge o 8 04903 -Papa R _..._ ..+...+.. So. Calif- Gas Co.4" Main D --------------- �, Survc //*00 Z 3 S 9 Z Z 4 y ZS�o Sufiv /rnprovement N, 0'//'00"!'Y-- Remove Exist- Curb ---- - —------- -------- i /rr�provemert ------ - T ».L.. -- -- ---------- -- T � Const T e AZ-d�hfod) Curb y /- Con1t T e AZ-di"Mod,)Curb r � Const /SO.L.f 7-.Pc Proposed Sewer Lina Cucamonga County Woter Dist. 6' Line _age J' �V rZ po Chino Basin Water Conservation Dist. � Q+ Ea-i Don L. Robertson Mary L. o► INK Glenn D. Robertson,Jr. 4 Alice S. � c � 4 v� ca v u Q v a c}n � i ^ i Li D �,O dcUj ti cry o �, ,w 3 Ln c qj L> Li ,1< p, d Lt c-i _, c� Z S it o V:� c o r% >` U V �- M CL CL 00 Lu > ci cn Q p n_ Q M _, a. � .Q N C\jC\j14 B.M. 1- Chiseled o On West End North H.W. 0 Bridge B.M"Z R.R. Sp1ke tri East fact P. P t0 11b E bb' 5o h } in'W.05f Facd P. P STO 18 E ' " " I $M '�3 � R.A.R. Spike , I I 45 �Ycs Archibald Ave_ Flv._Q�4. 17 , 40Q Wcst t Ae-chibold Ave. E1ev 9!72.Z9 - _-- _ ---j -_—_— - -I _ fc blvd -- - -- - - ' !!17 fit_ . Zb +50 �tevQ fin- Q2_Q, j- ' I i i i , - - .-._... . , - - -- - - - : i I i : 995 NN. 1. t j . N oh 99f , 1 -! t Exlptin9 Pro ale ¢• 5utriey Q I -.-... _ _ ._� i 985 , } 1 _ i — I- , ► i I , 1 t 960 t : _ - - 0 t5 1 , i -- --- - ----- - - -- - - --- -- - - __ ___ _ -_ -- — CORRE� l - --- - SE[EET IONS , I ! i _ 1 : �i t _ i t - i I BYL _ Cu. Exp, Z79 J09 306 I /,/Z.3 r 632 384 S09 47S - J17eet 4,4/x_ Yds. Emb '_ - —�--- 2/3 I 290 — Z6 0 __L 400 , _+_ Z.j9___ 240 Z3� Z68 To to/s Z /65A4 Sta. l/ /2 /3 /4 /5 /6 /7 /8 /9 ,?0 21 ,?? ,?3 1W 25 -- - - - - --_ - - ----- 4 21 3- 21-- —A f W"fdA B P A. FEOENA�'►ROIfCT SWEET TOTAL STATE D;v No No SHEETS , s -169f�4) _ 3= 7 CALIF, a 41k olsr cauurr �o�YE sNE4, a sEc• Mme- SNF ETS Detour s Scale / o _ a "50169 - S c o , � 'fI � d 39 30 34 ., Z 7 V = � ;r/O' -o " R = 400 ' v s v nQ i b U Y EN /G. R t � � Bar �L//!/�/'f v � T = /4�. 67 � �L 1 N • 81 For Details See Shfs CX. v, L = 273. 87' /0� // a /Z '� ISTRIC GIN E � V i O 0 > T V 111 V .C n Db C. Robertson E Mar L. Sono Bernardino . no Count � �'�-�x---Jam'/ice l Glenn D. Robertson Jr. E Al ice S. Flood Contr-Ilkol District 4N O Moria Allo '►� O �. O , Antonio Smiderie E Maddalena ITY a UNQJECTS EN IN C.E. LICENSE 00. 6322 i •t A 'bd .w 1 'dU '� �bnsf Type 4^611' 0d) i So. Calif. Gas Co. 6sa ® O ®A0 * ova ® e6a"I' b�w (� o ® OHO® 0aW0a9060 69004 46Lf 4 M. I 4iP.�1P Q O �/� 1^ b O � 60A of m V 040 16m 0m 0 © d9D Y r, `► - — - - - ® � o _ — d I ravein�nt f _ ___ - ♦ s _ u _ o 9 0e � ® oomeo - - i_ r o — mood � m y ---- ------ NO 007' / 2 ♦ � � �� _ - - - - — eod ® �mavoe ,D � a ® a � . O --- -------------- ------- ----- ----------- ---- -------- ------------------------ •4rchiba/d = -?2,-6-0 ♦ 3 •¢ S — — — - - i_e m o • a o • o a b Cm C01450 7 / W - --� -�°-- —— — _ — .— S S - W `r �- � r — — + � Survey W �nsf S W 1 Proposed Sewer Line \ �; Detour Const Type ,42-8rMod Curb `�' d = 20'/3'30 a �� Const T e .4 S a yP -8��cd Curb �P = 400' �o �6 Z. Z•>4"�PC J Cucamon a Cvunt �o ,o �. P 9 y 1 4 cel Waicr Dist. G bric Detour I � Q 0 T _ 71. .34,� q�• � � � `.' .G = /9°/7'24'�; �; v L - /4/. 20 x a a / � R = 400' t o � Ira Chino Bashi Wafer Conservation District �'u 0- p� e �, 4 L.F-�e �L'P - o _ �c T �0 67. �0 9 8 0 _ N L = /34 67' •Q '� Detour to b � � •. �• our e 9roded � w �++ s: 1 h � ►� a �, to mvfch cxistin c� o� � , b ' $6 o ground profile andJno . t� os directed by Engineerqu �O C> � >_ F m o Son Bernardino b County Flood Control N District °j cn 4.0 � e�j Q Q, �• n � W s = C� 0 y of _•;►_ kD i- L Q � a a LU CL C3 Cn ---- - -- CL � � CL 8M 3 Spike ter West Face _ _ CL 1-0 o � a o # .� -- _ CL: to �C PP'f.`�74I88E 117' Rrght 'S'tn 26+50 ( ! BM #4 Ch�sefedro„i� _ a , ___-- n Tap So h Face s. /2� Ele�r. 99 2. 43 ; ► ; 13 Stan4pipe ilk West S#�i 33404 3 , }- -- 5 /? Eley ---- j - - -- _ - - - i , io �0O Q ; �f f J - _ /0/0 TYP/rA� SECT/ON -� -__.---- �-.._--- .....__ _ . - ..-_�.------- �- ---- ---- - - r _ . .: : - .. i ON — - - --- - - _ : �.. DETOUR ,� - --- /00.5 10/0 o , i – -- i V /000 --- - - - i /005 s _�� - -- - � ProftfP. G'rode I. z � i - - :-- ,5 r f : - - 'Ilk jj�Z Exis�in ' .�.� 990 9 Sureq _- -- - - - - .--- - - - - ! i I '� - - - a 1 , 9.�5 ,, .: i - - ._ i 1 it t .,__—.____-- — --•---_ __-t—..----- — - i ' 1 II � I � ; l ?. _ �, � ------ --- - •- __ _---- -- i - ---- �-.. .._ __--_—:— _ � � � it 1 � - _._ _ —_- -- . 1 i j 90 1 { : { i I ; - f I , its•- , � � -_ f'' J I � , 4 �5 ' �caEsr ----; ._____--___. i Cu. Exc. 386 _. f B r Yds. Em 266 ! ! E / 2-- 329 50 ,38 1 28 i 7 Sta. ?5 _ 560 I • 16 27 18 29 _-- �0 66 i.�.� _ 570 � 4i6. /8/ I j 239 i i ZS9 BOO S�7 _.. - -— ��4/8 i, i ,ABT -- 3/ 32 33 3¢ - - __ _.__ L_ 38o0 22z AW to/s b 37 38 i. _ _ -- - -- �-f�lo• 21. �I. O 2�_ DAY MS PORN W14 24A 0 P. R SHEFT TOTAL DIV No STATE FEDERAL PROJECT N•. No. SHEETS 7 CALIF.Q. SHEE1 TOTAL f' J DIST. COUNTY ROUTESHEETS nSEC. N•. - 3 f- Y/// d. 4r 7,,�; 4 `Z, , 4- V a a DI s v v o H Li U I N L �* LA- V d u V � � V W _ An r d1 W to � O i- w V 3 c p o> Lu TV) O ; o' c� 3 • �• 3 o m O i N61NE DI VIII i S Or Cr- C].. to o M it Zlep A106? � i v (f 3 \ CITY a CO NTY JECTS NGINEE Robert 8. Reicher, Dorothy D. Const /00 L.f Type NA"A.0 DikC ; 1 Frank R. Kirit , James J. Kirst c.iF. LICENSE No. ss2z r a Const /DOLE w' _ Type "A'A. C- o /78 L f- 6 Stec/ Pipe Cohsf. Type 0.S 1 N �, N1' R��,y So. Co I i f. Ga s Co. 4" M. 11mod) Oullel y; �M /42 L.f Z4 ' I Stec/Pipet" ,^ConsfType O.L. /�'I/et + e4� ec3 � � � osa � g000 • � g � 9 ? 0g � � e� ® � © a `'� w I .f:. e e ns . ypc - o ur G G i G - - G A�d On 15 MP C J Lom (Doboe ® 0 ® © 0900000a99 �-�s • 000 $ a03 � A ��-- E Survc NAM �D - 0 / � 7 9 S'0 / Z S3 �-� � SUrvC . ._ t Improvement Al. 0'//'00 W �+ � _ _ _ _ _ _ _ Z" M. Cucamonga County Water Dist. 8° Line t Improvement �•�- -r l3 o e • • 0 0 ® o ® m e e c ® o m m • ® m m m eta® e �o v 0 ® o m ® o m m 0 p a �a a 6 >s o o ® ® 0 0 ® m m W — — — -- -- — — — — — ---- — h w w w W ® o ® (A O 0 ® 0 s ® 0 © 4 c� O ® 4 ® a m m e o ® m '0 mS o-a-_ --�_g c-, i S 1 S S S j 14IW Const 6"Pi c Exit L t. �`Rt Cons t T c 0. S. �/L1od.J Out/c t �' �� Cons t T c 0.L. Inlet R� P yp � � 1 yP Proposed Scorer Linc O = o. S/o• 43 M. See 5hcc f /78 L.f 6 Stee/ Plp c /4Z L.f Z�'G. M P. - p No./4for Ocfoi/s p v v Proposed Sewer 'n I w Line • M I N " Co t / LfT e C t /OOL.fT c i s o o s . 00 Type A A.C Pike Con,51 yp ,4 ACO k se h Romolo c h' o 0 os nc Romolo n T Jo J I m Lawrence ce . Solo on tante So onion P � P w m , Stanley 1 Q � L CL- � r a (L �`� i Q! v► V O� sy n.: _ l W W W a W m W _ N _ T h v nt O t\ o� � CD3 ! tf' .� ko 09 tt -10 Q` 41 0: 1 t= p: C_1 LO m CL d] CL L7 W a a ;B.M. 5 Chiseled o I Top Of f$ capstan i B.M. *C RSR. Spike In East Fa c Of 3 ( f r i I i + Z ! 4_ R fit` Sfa� 42_+ 6. Etev._1614-97 _— ! ___ _—_ _-_ �_-- _-- —__- __ P-c er_Trcc Z,� Legit S_ta 48�'I,�.E1ev. Q23.57 -- . i , i ISI , - — • /030 - -- � -- � - _ : _ _ � { _ , �. � 1 1 � - + - - _ � : , -- - v - - - . /030 t t t 1 i r I Sto. ,�9 0 To Std. �.� aD IIIA - , r Can Z I-A-C 411Y I : 1 + I - a on Z A C Rt 1025 _ -- — -� + t E t I x i Pro c S u r i� •n f�I v!e ' /0,20 I ! I • t i r ; • I 1 : i -►— Pro r d i , I fl C o e t Irn ro verne�nt P - - -- _ � --- - _ I 10151 /0/5 : i -- — /0/0 - - - - -- -- — _� _� . 1010 /005 /005 j : • 1 i i I � I ' , _ 1 • o0 - - { ' I L ...............cry. . : - —�-- ' I ► , N �ORRECTIdNS TNiS SJi - I - I _ 9/8 84/ 8/Z 7A8 1 736 686 ( I,4,54 Cu. Exc. _ _ a 86/ I E S30 S/3 509 S08 490 SSS - - , _ Sheet -%O Z40/ Yds. Emb. ,Z,j6 234 ,Z34 234 _ - '_ _._ � ._ f 238 1 _Z5/ ; 248 Z35 39 4� 4/ 42 43 �� ¢5 46 47 .¢8 49 --2.34_ 237 Z42 24/ Toto/s .�33ZCY Sta. _---- __ 50 5/ 52 53 -1 -- o No. 21 5 IST L'I „ ,NAT1955 W"24A - --- _ .. _ _ .. - - _ ._ _ - _. .. _. .-. . _. _ _ -- _.-. -_ ...._•-- - - __ - - - - - - --_ -- --._... _ ---- - —.- �_- -- - - - -__ 9. P R. STATE FEDERAL ►RO:f CT Ib. SHEET TOTAL DIV. Ne. Me. &MEETS 7 CALIF. S 69f/4> 6 17 N ` h SHEE1 TOTAi DIST. COUNTY ROUTE � SEC. w. SHEETS6 CL- J 17 y y � o T 5C4/C / J`D e&U-)J:� c� '` a d�c w1 >- )n - (I Y ENGINEER SE 0. LAJ W1 m -+- v +- o -`"-+- w d � Niv, w 3 � � d, +- � �b h c o � o- cV .� O O h � 3 V • c � — a� 3 -a,- 2 _ M Q� i p�o_ % �- o = c � p 9 O = .c o pV'am Qp CJD d7 J Z y1 O v 4� � a at m R> V 4- a Cp q) o,. CU .lulu Z9_/963 a -Q cs E .� M t t o V o c Q a -r- �- a a s u i +- eV c Q e O.. OCL � N :J ti nt�t v — ci ^,t... — m 1-- .«„ 3 w CL CL AnthonyCn olombero f Madeline a Tito A29anelii E Olga `^ Arthur Manuel F Co. Inc. Marvin Skoller E Rozanne G. Lawrence E. Me Cread o` COUNTY V y O y C.E. LICENSE N0. 6522 F � o st ne Grace NGINEER G. L God o e M Crend f n M C a0 Joa A . y in h O � P Na I ON Const. Type .42-B �Mod� Curb ® V So. Ca11f. Gas Co. 4" M. Lonst. Type ,42-8 (Mod) earb ;�`� o — 4kR !� a 00m a � � G J � � J r, 1 v (99 10 ® I 1. � f �'IV jk�I '.�� - -- O� c' (i d l ,J �= 't^� .�� ', F7 `•� t` i f � � �. V ,�. � ( �` � \ - (^ J � Fr;,.- �,�,� ^i v ✓ � c .>.. -•. O ® 4D (V %a 40 0 om o m ® aa C� F� h Im rov�m�n t 3+ 0 4 S 6 7 d 9 60 / 2 3 4 S 6 61 � Iinprovemcnt t Surve y ;• NO' ff 00o W © NO //'00"W _ © t Surveyirl W S S S S ,� IQ !� a/ - / e0/7Sf T e A?-8 Mod Curb yP Pro oseJ Sewer Linc �� , ; j – Existing A. C. Paving P I � I , h1 4 t N w O O v v 1D I jA N ` >z Lawrence T. Solomon Stanley Solomon Iter H. Leband Francine G. Cucamonga County Wotcr Dlst. 4' 4 8" Lincs r 4-- m C R 1 tE c T BIZ. co 1 �8 I V ' 3 4- o to W W W Iy +- 3 �+ +^ as C � W W b � q0 v W p v v V H M cry Q v7 iv or W 'h M cry i Grl" 03 'v w �I• '� a cc �c x o� = n' y 2+°'-_�_ i to W # - v is a +-ac Li = p: CL tl 3 4�i obi a a s CL a L C V' a 3 aCL 8 M'' 7 Chiseled'a' in op of Cops and { { B **8 2. 2. Pike West ace 30" E�Ca ly ptus - i -- -- - - - - ; 94' Ri ht Sto. 39 + )0 Elev. 1039. 93 i --- Tred 91I Ri htl5ta66+00 Etev 104q. 32 - -- I i q - - ; • i I � a f0SM.- 1050 Q 7 *e Q/ I I i / i /050 i — 050 l ! r!S . - -i - - - - z o -�1 i : /045 • • I r t s i i I � t i �.. �• � i I - r � } 1- i /040 _ - { 1040 ! I xis inj Profile Survey _ y X t I /035 , �; ! - _ _._.._ .._ _. _._ _ +- - �.# I ; i � t 1035 1 O V �DE110TES ' K�M O VE �?C►�T!N G D 2 t V f✓W `' ArofilP �Odel - jMpr0Yem�nf { 1 ® - r�aT� ,- i I i i i M DI= M OV X 1= l S l f� A- l � �' T G •C.0 fZ 1 O i _ i 3 1 /030 lees N 5T VG Ioht t�d'I'� : - i -- 1 3 ' _ a - ` ; . I i L1�F4 C.ATI bh PG NG ToT� �1 1 fl a /025 ___ _• - -- ----- -- - -- i 10,25 t t . . -- -- - -. - - -- ,: —-- - t t 1 I i L T S B { i { ... - -- NO OORRE&ION5THIS....H.CETf �,. Exp. 656 676 635 6/S _ 639 I 630 j 674 i ± 678 686 { 652 704 7) 7?7 760 Shot_ 9447__ Yds. Emb. Z34 234 ,234 234 234 ! ! 234 _ .� I 23 _ 234_ —_t___234_ _Z34. _ 234 234 234 234 Toto/s 3 Z76 Sta. 53 _ 54 55 5 6 57 58 5 9 6 0 6/ 62 63 64 65 66 67 0 Avc��p STKE IMPROV o� ccz.EscEF1 $uSIN�sS c�i-l�� 4. 4. g1 Via-3GR t [-['Io I-4 �Y gA`CE - DwG. No. 21 (o d; 2 -1 MAY 195.3 FORM WW 24A F' R STATE FEDERAL P"IEtT Ne. SWEET TOTAL DIV Ne Mo. SWEETS i 7 CALIF. S-(�951'i) 7 27 Q SHEET TOTAL a ' v _ > Q- DIST. COUNTY ROUTE SEC. _ Ma. SHEETS 3 Y/// S. ed. 69f 4 7 27 a + / V ' Q SCC _SO CL- LU v , � v ► vO3 IU V1 4- C W W ni o� `71 > v>` v LLA a �n o � +- o O � mc- p, ca atmCL O o100t a o 3 a DISTRICT EMINTIETV p CL06Q3 ,00 Q % v�``� s v 3 d i "� Qat, b = � AVOLT O � t a CL o v Cir CL 0: m L� ROVED r%1 CA-L CL �- V Li N d [� W Jamcs R. Whitson L" u- Proposed Sewer Line 3 ° Fr Pearijone NTY PROJECTS ENGINEER v q X S� " N C.E. LIC"SE NO. "22 ' Arthur M. De Berard Const M L.f. Type A ,4-C. Dike q h ti Const. V L f e " iat 1 b \ \ Charlcs E.Cow land l Type ,4 A.C. Dkc p E �/,.;,? Ail �Q � N Sallye J. Cowpland o FCucamonga County Water � o/33 L.f G " 51ee/ Pipe o Dist. IG Line So. Calif. Gas Co. 4" M.Colne T pe AZWod)Curb Const TypeO.S. /Mod,) 0ut/ Z moo_ * Cohsf Tree OL. /r�/ef f RIlY� v ry d �, a 's' ---7 ' 8 9 -- rovcmen t 67 DO 8 9 70 / 2 3 4 N S 6 , /mprbvcment N a t Surve N. 0'//'00 M! �e t Surve yN.0 10 15 W. �—. y _ _ 8 Reservoir "� OJ N / • J �� 1� , 1•^. ` ' .i , J . _ - !' y 1 - 1 �� ,r -�( , �_ i C • ' Imo. r= / (i .1\*l` [^"'� ,i�• - ..,1 _ \ \ h �8 L.f Z4 C.M.P. + - I S W � w -- - Raw R/W � o �• I - e � Co173t Type 42-2q, Curb 6 Pi E t t. y 60n,51 c xi L �` Rt. O Coast. Type O.S (Mod) I I ons . T e 0. yp C t L. /n/ct Proposed Sewer Linco I , yP � � ,,�, �, ,r, � ,, � ,,,, 1� ,�, r, i P :�► �, N w � Sto. 70 8S Scc Shccf / 8 I � S6 L.f 14 C.MP � � � ,,� � '� ,z, J ,�, � � .� � �� ', � v • Z 6 / Pi L.f. Stec pe I .c No.l4 ror Pe Cohst. hleodwo// v I Const ✓unction dox � � Cuca rnonc�^County ,� � � �J• � � ti .�� Const M L-f. Type A A.C, Dike I 44 L.F 2Z x/3"C.M.P, Arch 1a Water Dist. 473' Lines M p ►� N o oc Const�0 L./ Type A .4.C. Dike Q o Walter H. Leband rr Francine G. So. Calif. Edison Co. W �+ ``� Harold B. Lon Et al. 'r _ Walter H• La land 4 9 . o. Owen M. Feltham 6 3 Francine G. La Band s Elizabeth W. Feltham ► ! `_'` Q, %n � h ' �.., y 'A ` C � p-,C1' h V � � �.. C Irl► 1 CO d � a o �to h M C i 3 �: O W"* u� e^r1 �' a 4- r� =N o� ap v CL-Co M e ~ °' o-4i � t M2 p e + j i O v , p= Zt O tt L v 4-i W kn a � T C c •�� Q CO 0 V h 1 -i- T 03 e> d ih _a=F— w �CUv ori a- _ 3. c _ Uj Cr fn l _ 1 B. . 4P9~ R.A. Spi - - ` - - 01" ypt t' iB.M. t0A.R. Spike Wcst Fe�c Guy Poe ' M R. ke West Face 4 Euca1 .5 ` I `Tr_cc_9-Y 1 i hf.Sfa Z_ Elei i0b 1.08 ._ --- �_---.___--- -__ _ -_-_-. .... 113Q hf' t0. Q_t_4 Si.rrvc_ -f tcsr fQZ 74 - - - i ' • ' 1 I j i :�fd JJLL ` :star 7,100 75 t� 8/t0 1 i l�pel7h y /07,5Ac Lt1610 1075 : .. 017,5/ Z , C• O�iy R�` I - d 1070 VIN j O 65 h - , , •d r i ZUV , - - - ioso _ _ -- - _--- - -�y - _- - _ - - -- - _ Errs M79 Pt�o f i le It S ry .- ; ! t ;� — '- ---°; - .-- - ---- t _ i i f 1060 i - hid � � i i � ! • /055 -- - - - � ,--- -- — - -- - s , -- ! - — /055 f NZ i Ht 105 /050 I __.. a I �._ . `� 0 ''v c j l - � � i 1 1 } O : /045 104,5 ir. '� I - . , i r TIONS THIS S i -- t i I f Cu. Exc. 807 793 -.. . 700 6.39 t 6/7 ! /,Z// 822 i 7/0 690 683 65/ ' 7/3 79Z 8/0 Shec t %O 638 Yes. Emb. 23.E 23�i 235 Z5� 257L 9 70 7/ 7? 238 , _ _ ? Z i 139_ 2T0_ _ _ . 6 _243 Z38 Z34 Z34 242 To Sta. 67 68 6 7 74 75 7 .• - 77 78 79 80 81 ti 4 4` I N C 3 , r , r 8/*i00 _ Match Line J'A /0 7 A24 i R wog I ow Oak Trees r r ;. - I P.P. 5445 74E It p Q NIS -+ i v / O �b _ _ . .._ __ . 00 I � a C% \ F _ -k 'f • r LA I \ oo a o I P. P. 452282 E w E P C.C. Weirstond ?-8Ca stand f Qb Row 8' CaPstands ( P ' o enc • 1�1 c - ' '-- ' _ ._ . _ . . . .. _._ _.. _ _ .__ _ __ >< I e Pump House Water Volves t Z4'P.C.0 P/# � � ..__ W - Begin Row Eucalyptus Tree �D•rt D o c 9 - ;o --- P C.C. 51 ob �` 8 i �' . C Begin Wooren Wire Fence ; �' o Fire Hydrant — 0 ` P.C.C. Weirstand ~' Q,a I 3 M- _ I1 r 8" Steel Droi n o ++ a M.H C ! i ,t r Water Tap : ` 1 . _. . . , .. _ . . _ . _ Rn-Q :Reservoir cal ..St"to. 3 fOC7 I Water Meter 3 Va I ves - ..- 00 -- -- - Fire H drant 6 Steel Line o 2-8" Capstands /08 T ,.,., - , 17'Dia. PC.C. 51ab over under- ' IN i o �. Ground Oil Tank r: L_ Trees �V► ( r ► : I �j +; ent Piet - r I CL ! i End Reservoir ' ;P.PJt1028958E � Guy Wire WatcrValve Q Pf. Sto. ��00 ' ven Wire Fence _-_ ,End Woo L �a. C eirsiand4 Valves 2 W .._....._...__- _- -_. f/ter /08�.88 . j 10' Dirt D W P l P D ! c ` 3' Dia. P. C.C. Wei "/Valves ¢Vents -� ' Sto. B6*/2 __- 1. . . •. ��. �i v { __ ; _. .- P Po 466607E Z' ` 1 r f Begin Orange Trees PP. 588800E Guy Wire E�vC , to e#7 Eley /984. V c C-$ o 02 o r c � I r. W 3 � n fa -- � 7` 1 { ( . . P,a 5029.48E I t , ' -� a M I I b v r) ! n Q Be in Chain Link Fence M. H. r r r?I `br ----•---- __._._.. . ____—.' .— __--- ,.._.__.. .'----__.—_.-----_ rte,.- ._..._.._.�_ O -_.. ___.._.. .__---- -- •t---_____-. — A � � lN � I b I PP. 471024 E , `� o P i - . i 12 PM.S. FIct11" Ditch ' I I pp � - • ' C Reservoir -' !_ End Row Oak Trees 4 S to ! � e Drain Pipe , o �„ c=-')'P 471023E G End Orange Trees �ni �, � 1 � �1 I I _ .. _ _ : . . _ o n � -� - �� /4' D/ Oil Fill Pipe � Pump r w I �. - �. I4PM.5 DW i oo I 1 q, �; �, -- -- Sta. 9/.Y3 S P C.C. Wa I k f ! i + © 3 i N P.C.C. Slab Transformers y 9/f�- I H , i P.P 1125534E v o I h .o Conc. Blk. Bldg. ' PPS 604461EISN I N. �, M w Water Valve 10 Steel Lint /? Velves 'N \11 �, _ - . .�_ .__. ._._. __._ . _ ._ _ f.� Fruit Trees w b b �: I End Reservoir ? Water Meter, Volvo,T4Ca stand 1 ! , { 1 18"Weirstand P� P i r ----- — - -- - _--_ _ -_ -- ant�hfisc. Water Vilres Vents �. ^' \4 -0 ire Hydr _ End Row Eucalyptus Trees I End chain Link Fence -S .-------------- �' 2C' D/w � Rubble Ret. Wall-12"PC.C.Dra�n ! M. H. _ - pQ ctii �' Begin Chain Link Fence STA. 92*85.6 9 A c d c �,u stv 92 �P M.S. Pla ground E,�3-Manholes ( Wafer Co.) _ o w — sr;Water Meter Vents ------o-- o Nedge / Prrnkling System t of '^ .6 P. M.S. Walk Along Curb I Mete Pols r , • P1 Pa i'97 Frame House L PI_ tO - 3----- amp Post E/e Water Meter �'' n 4 i Stucco House I ; •n ; ' P .S'fo. 914 O` z Elms Bas Vilre' i f - --- ... E/ /0902. 0 10' U.S.M.S. D. W ; c,, P. P.0 41629 7E ��,: o + ; Chain link Fence - 8"P.C.C. Pipe Drain QUI Misc. Trees _ Stucco House /P.C.C. Walk, I ^ o ; ' End Chain Link Fence 3 PCC WQIIr e m W - I Watrr Mefers Tap -- -- �-- Chain link Fence - " C-1 m t zL . _ _ 8 C.0 Dram Pipc Z P. C.C. D.W k a ,. rn Cn Irri 11*1C All r •}, ''r •D. m O rrn Ir CP Q0 1.0 Ir Z9 d O J R.P.R. STATE I[DtRAt rROJRCT MR 1"6CAL SHMff TOTAL 0111 No. rtAR No. smag" 7 CALIF. 4,9S 114) .?7 Die?. Coumv R.Um G...0 fMtlr TOTAL Ll V//l S.Bd 6 9S 4 9 27 r. 36 36' COUNTY IN • C. LIC N 0. 6 �K. TYPICAL INTERSECTION DETAILS 1.�'� •t ISTRICT E G EER DIS T VIN a COUNTYCITY 8 (PROJECTS I STA. STA. C.E. LICENSE NO. 6522 A 8 i. ! , STX .1(,+RCH. V s r ---- 0,,00. 00 Ef ill x �----1 c - j4 NJ - - - - $2 Q X -----! 'F STA STA. F E ' . A2-BfiMod/CurbCURB S DATA TR EE T N w QL/AD. N. E. QUAD. SO E QUAD. S0. w. QN9. 89°.fig ' 0" 0 36' 4cocid A Z1 ' &Ail SEC11ON B-B Stree T 24. 84' Q 39. //' o L 2 tr }; 91 25 30 89 1-7'4.1 90000,0001189 10 45 j Pte\ J 6th R 2o' 20' 20' 20' Q = , Sfree f T ?0. 50' /9. 73` 20' /9. 7T' 31. /S' 3/. 42' Sari 90°29'00" 89°26'15" 90°33'45" 89° 3/100", i Bernardino R 20' 20' 20' 20' Meet Existing ' Ave T 20. 17' /9. 80' 20. 20' /9. 83' - - ' 61' 3/. 25' L 3 . 58 0 a~P�c. 90°34'/5" 89°24'13" 90°33'45" 89°25'45" x O 4 Valle y R 20 20 20 20 c., future Improvement Blvd• T 20.20 19. 79 20. 2/' /9. 80' L 3/. 61' 3/• 2/' 3/. 6P' 31. 22' "� Type .�1-8�it�lod� Curb i - Valle Boulevard East Valley O Expansion Joint Y f TABLE SPANDREL =: ST,4TIO NS No Scale , � _ STREET L / L? X B c o E f G H f F 4 '" Aca cio Street /50' /B' 90°22'00" O*60. 73 92 "42. 96 92*8S 57 6' lb Street 200' /SO' 22' 90°39' /5" 90°00' 00" 73,,27.07 79 * 24.9/ 0 ,,55.44 0,,56.00 721,41 6W 72*32.30 0*..5,5.41 0*57.06 72*83.66 Son Bernardino Ave 2501 250' 36' 90°29'00" B9°26' /5 " 46"96. 0/ 46196.99 0*55.45 0,,56. 55 45 "84.99 45*86.0/ O,,SS•53 0 -t56.47 46*41.54 A S B U I L T v,01ley Blvd. Z50' /50' 32' 90°34'15" 89° 24' /5" 20,,52.56 20,-5/. 42 O+. S, 4W 0,,56.54 /9*47. 42 /9 ♦48. 56 0*5,54,6 0"56. 52 201, 00. 00 CORRECTIONS THIS SHEET x 32 in S. W. Quadrant •ZJ ` i d. d 21 •1 0� 2'� Forth WH-23A {{7.6110. 53w%7 2 117 law iK STATE r[DOlAL�OJLCT MO. t1fCR fMEiT TOTAL DIV Ne. r[AR No. fM[LTf 7 CA'IF. S - 6A5 14) /0 Z7 h ,A. ,, •ca �`1ti 1�G` fMetT TOrAt Noled.) S. dd 6,9S 4 /0 27 <' Joint Seoling Compound s � E C. a.. DISTRICT I VIS j► • • . AFFROVE D , fXP0173i0n Joint fi//Cr t; r� � M N CITY tl 0 N Y OJECTS EN61111EER o TYPE A C. E. LICENSE No 6522 II �� it Outlel Ditch Q�� e r `''��► 6 IOOi [NGINE'6R C}Vfl ENGIN[[R-L}Crruee �• � a GQ• / Z�" t Min. + ., .. SECTION THRU �// �;, �� / i ' Cham fer On Exposed Foce X- acts OUTLET DITCH ✓Dint s'ca/in9 Compound � � � Diameter r- oo � �-- s . • tey Others) J10, Z 0 £xponsior� joint filler �' ��'.ro { I - - - - -- - - - - - - -- - - = w /� ¢ Out/et Oileh _ I - - 4,f* - f Of Cu/vert !?safer sfo� NO T£ fsp/it �crmitted> Y ` (By Others) I - \ tSpPcrm�ttcd� lYo er t stop /n ,See Cut-off N'o// I - - - - - -- - - - - - - - - - - Exterior Wol/s On/y I to. 0 f00 'fUmlesJ Noted 4 l4 Octoi/s On Sht. /Z I �@ _41 ! TYPE ~ Bp « w :,. .• . TYPE C -- -- - --- lzovalzrer LPipe To Future EXPANSION JOINT DETAILS- 00175erV,111o17 o Basin (Sec No Sco% t �,,� `1'P G `'0 0• (� Ou//ct Octoi/s, ,Sht. /1> V- ooko t5 s t• p( F 5 a NOTE' Ede Of Gutter Z'-Z" i ��Q• ��JG�'t ag 5�' 66 'Of Bridge Rai/iny At Both Ends P/act A/eto/ Beorr� Bridge f�o�/in9 • / Z� QG�`� S�r'(•�\ � G�\ `4tAG(�o( Of Cu/vert. Posts To Bc 6'-�"O.C. 000, 0 5 �� Q See Stott Standard Meta/ Be-am 3" T e "B"As ho/t Concrete Bridye Ralhh57 Sheet. Length yP P /nc/udes fnd Scct/ans. .� �o ao S Coss Z .499rcyote Bose S/ape 'V r w�,y With Rdwy. • r's� Parapet !/Dries IVith "•'� ;: ,''. -_ • - Roodwoy Elevations O , PLAN OF CULVERT- 11.201 ,�" Chomfcr I TYPICAL PARAPET DETAIL 44.43' I.0' -»-- Extension of Culvert Walls 8 Bottom 1.0' 18.39' 4'-0" Chatty Link Fence 0.86' #8 Bars Continuous #4 Hoops 12"O.C. Post Spacing 10'-0" max. End of Culvert End of Culvert � 1000.61 (Total 6) . 3,. 1+41.11 3" 1000.72 See Parapet Detoit above " 999.90 1001.49 " 3" / 12 1001.61 1+86.40 + I. . O+ w 987.50 1 5 55' 3. 2+05 1 E Opening 24"R.C.P - - 'a� Opening 24" R.C.P. 2��• iry S=0.00635 ;� 30' *4 Bars as shown Extend horizontal wall M Type "C"joint in wall only 988.00 988.68 988.80 IS O.C.x reinforced with�4 bar *24.11 0+00 A A 0+18.39 SECTION A -A NORTH WALL See Detail 'C" - � I ASee Detail "C" Interior Wail of *4 Bar Hoops @ 12"O.C. Bottom edge beam along Culvert *8 Bars (Total 6) edge of Culvert Channel floor slab 987.50 �, I 988.80 _ - 2-05 t ; S=0.00635 � ar HE Prate y TWken floor slob AT CULVERT �4- otl around _ 4.7 5.89 4'-0" Chain Link Fence Type B Exp. Joint g'-0" Place Continuous Rubber 1.0' Extension of Culvert Walls 15 Bottom - 1.0' Post Spacing 10'-0" max. Woterstop in Slob, Walls 999.90 3" End of Culvert End of Culvert 1000.91 " 1001.28 13 Footings for Future f- •T�.•.` 1186.40 � � 3 0+00 Watertight Joint. Aa IY 1.5 ` 15' DETAIL C A S B U I L T f l S_ � opening 48 R.C.P, Equalizer D -0.00635 Eu Pipe -i `s NO CORRECTIONS THIS SHEET 87.50 987.78 988.45 988.80 ' 2+05 1+61.61 0+55.89 0*00 'SOUTH WALL TRIPLE 12' x t- M REINFORCED CONCR'ETE In m CULVERT ELEVATIONSCULVERT �- + 60 . 00 -:l DW . ' , • c, Now,*-2. 1 t o J'2 561r.*, to 10 {lff7 9-97 1.00 SIC :r. 1 f•P'R• STATE IlOQAL PPIWMCT Me. ItfCAL IMMM TOTAL DIV No. Y[AR No. 1NtETf 7 CAUF. S -695 (4) // 27 y 0".. c-t-- m- MCTON fMitT TOTAL N a. .4 // ' 27 G tstd. CurbGutter V VZ ( was G �tDISTRICT ENGINEER I i C11 A t 4'-0" Chain L ink Fcr7ce �y End Guard Rail Post /n Usc Light Weigh/ iL/cfo/ Inserts APPROVED Type "A " Joint forth T Typ. A// Corners) With /.D %" Greofer Than 0. D. Of ENGINEER- for /Z" Extension Of Exterior Wo// Fence Post. Posts .41-c To Be Grouted " ' • Into Inserts Using Grout Of / Port • C.E. LICENSE NO. 63tZ ' Add *4 go/- �'/Z D.C x Z 6 L on9 - r /Totv Cement It Z Ports !Nater ,odd 4 5pocers 5) s Ex terior Wo//Of Cu/vert ENGIPlQER GVfL ENGIN<t:P- IICENf[ S�St E Top Of Retaining Wo// Type "C" Joint (Orn// Rubber Typical Stein Reinforcir� - �C _� r Woterstop Within /'-6" Of Top> 9 . v\�G Optional Const. J1 _ t r' T ica/ Footin Reinforcin pp f t t rte ,. yP 9 9 6P 6"0. C. ` to 5 'c ''4 Bors &"O.C. \ti Q o #4 Bors @ /2 0.C. Bo th MOYS, 0� .�"C/r. To Bottom For Width '�6 8or /Z"O. C. �o .o cG Of lyo// ootin F/oar Slob o// Fts. Varies S'- " T Z' o o Fp 9 W .y o I 6 Z C/r 4 (,See Typ. Jection) Z"C/r. . , •� Type "B" Joint zz SPECIAL WALL DETAIL (For 7'-8" �' 5f e NW Corners Add -f6 Bars, .f`C/r. Top ie Bottom � For width Of Ma// foo ti79 f To t. Z> l / ° 4 Bars ff/2"0. C. a DETAIL A rt Typ. Northeast if ,Southwest Corners ,� " `0 ` 1� r p ./._o" 4 Bors x2 0 Lorry � /Z O.C. AV_ 7Bor �6 O. C. P Y" f - 4 Bors (P /Z 0.C. Bo th v Ways /n Floor Slob V. �� 4Q Foo tin � ( Q �0 � \ ° Rcinfo�cin Cor�sfruction h'c Wi h � '{ 9 " y t 7 Bars @ 6 0.C. x Rubber Woterstop s, , 1 r PG " V.0 " �_ • i w NOTC Q+ Q�' F /Z Extens/on Of 7 Where ham; hf of wall is G'or less �g�° \ti Cu/vcrf !No//s Bottom Floor Slob 9'-9" Wal/ Footin elirninote 9#�O bars and expend *7 bars -fo -fop. }` ,• \ti �� E Bottom for `Yidfhs Of Add �4 Spoccrs(Tot 3] P + � TYPICAL RETAINING WALL DETAILS � r G fxtcn�/ Footing Rc/nf /8 Exterior Wo// '�� Mir7. From Foce Of l�yo// Of Cu/vert fact Of {�Yo// x" -i oa Top Of getoinin9 ft// t .01 Type "4 "Joint v ' = Typc "C",./oint G 8 Continuous I Tot. 0 �� cam. `O a • ' • 04t3 � /Z" V0 6'• Std Curb E Guf ter - is " r NOTE'- ; a-' F A/1 Edgc Beam AS B U I LT Prolett/ons Similar } NO CORRECTIONS THIS SHEET 7':�" A - A SECTION See Specio/ Wo// Octoi/ �M., For Pr117C * a/ ifeinforcMISCELLANEOUS CU V O P, -;4 DETAIL B WINGWALL U � �typ. Southeast E Northwest Corkers 4 t [XV cy" Nd 21 » of 27 IoRr W".23A fs'r.ass mss?ar ipo P►c STATE FEDERAL rllOJECT No. IISCAL SHEET TOTAL DIV No. YEAR No. ONES" 7 CALIF. ,S 695 �4I /Z 17 . • ck". Cornu *&UW SsCnoN SNsrT TOTAL . Ylll S Bd 6 4 Culvert t Opening for R.CP As cinforc1179 ,fynMelrico/ Shown On Wo// f/evotionJ About t Culvert COUNTY ENGINEER E. Ll NSEND. 9195' 119 roy, 9" /Z 0' 9" APPROVED _ S 4ccrs Cv /8't 7y-,D. Wo// REinf. ' t P � u � i�. CITY 8 COUNTY PROD CTS ENGINEER C.E. LICENSE NO. 6322 A? �6 Bars x A 4_7 i'0' '04 Pi5l Bars 50� l.�v�l EN[,�MQf -IICEPt1[ see* .. Add 6 BarsO. C. Toto//Z � 611C 15 /1 /1 7 .,. Ida ---- w F " * " /Z �`8 BOr1 fo. fco« 17291 �> o 4 Spocers �9 /8 4 �° /8 '4 Bors x (7291 LJ ;q" •S cIr fxtend *7 8ors To Within s f. 4'. v X-0" 04 Dist. hors ,1'0' To to/ S o # �1 I Z- r8 Bors x .4 f s=0' 172914> t ° "'4 Spacers J To Of Wall food/ Add 7 Bors �L Com' 6" 0. C. ? ZVI' 'TYPICAL HALF SECTIONDETAILS OF WALL REINF. AT 24 R. C. P. OUTLETS Bochfoce Reinforciny Jhown N Retaining Wall Fooling ,� R ;� Typical ,S'lcm Reinforcing 8ors /n Typ. floor Nab NOTE Add Additional Wo// Rcinforciny 60fh Sides Of OPening Per 48" R.C. P. fquo/izer Pipe -� T° Defai/s for 24' R.C.P. Ouf/cts s4 Bars /Z" O.C. 4"t Fi//c f / / 'p _0" 48"R. C.P. , 4 Dowc/s x '�. /Z"O.C. '�4 Dowels x .. �. Tof 4 L in. f"t. —/"'t Cement Grout 04 8ors fTot. 42 04 Bors lTot W F Cul-off Wd// !'Pall Fooling Cut-off Wa// P f'/oor Slab Y ; � /Z' /Z i Typico/footing Rcinforcinq 4n� C/osc fnd Of Pipc : s /Extend As Req d At — 4 Bars Wo// Foo ting> Wilh Bricfr Morfor cl) sp /Z- 0c _ AT WALL FOOTING AT FLOOR SLAB P_9' Twend T p wall foo ting M CUT - OFF WALL DETAILS A AS BUILT [ SECTION THRU WALL & OUTLET SECTION A-A �k .................. _ BY. ......... NO CORRECTIONS THIS SHEET � 48 " R. C. P. OUTLET ICULVERTDETAILS m WINGWALL DETAI 41 Ro"W"43A - x •.F.R. STATE FtD[RAL r110J[CT Ne. FISCAL S"ffw TOTAL .. DIV No. Y[AR NO. SH[[TS 4 7 CALIF. c5' 695 (•�) /3 17 A3+# • - DIR. Cou"I'T RIOVTU 1N �MR[f TOTAL IOC3c ENbikEeA :_•y, Cn ..WEER -: ctwsc aaea �//// LS.Bd (9� 4 0 U Y ENGINEER C.E. CENSE NO. 5493 Curb J'uppol >� ` s 1 / c s Profection Bor. J'ee• for SCC//O/� C-(., ✓�� VfOfC Z STRIC EN E ICT V111 LStd. 07Z -4, Sccfior� C-C Stotc Std 071-� r "t APPROVED .1��r.� jf - F face Ang/c Anchor it See Jlotc Std. 0 7Z-4 . Y 9 COUNTY PROJ S ENGINEER i 9r C.E. LICENSE NO. 6522 GfNfRAL NOTr fir - - Z4" ?/"/s Avtro e Taken .4t Center Sta�`ionin Ofr 9 1 Checkered Plate framc; �, - Struclurc, s 9 � And Cover 2. Reinforcing Slee/Shall 8e r*4 Bars dvl8' ! A ` '� ' A CCntCr.S P/occd /� "C/car To //73idc Of Nrl_ _ 3. Stcs '- f 1 �,� ti ti ' I P None Rcqu�rcd Where f/ /s ,� 6 Or- \_~ Lem. /n to//One Ste /6"A o c _ '� �� 1 s b v floor p f r Whcn , 'y./s /More, Than J=6" And L cs s Than Scoring ; Scoring i _ _ _ _ _ _ __ Y L in - - - - - -- - - - - - - - - - Line ! - - Place Slep3 /n WaH #ifhoul Pipe Ope i Wings. _ T o , 4. P/occ A 6 Protcclion Bor Harizor�fo//y . Across The Entire L en th Of The Openin I y And Bend Bach 4" Into The /r7/ef f'Y4// 017 4 Radius On Ooeninys D f 8 • Jd - /fc s Foch J'io'e. y , f. Curb Open/^9s L anger Than 2 Tho// Hove One Curb 5upporl for Foch 7' /ncremcnl PL AN SECT/ON f-f Or frocfion Thcrcof, Even/y J oEcd, y 6 PipcW Can Be Placed /n Any Wall. . INLET — OUTLET STRUCTURE , ' 7. Curb Scction Sha// �t�lOM Adjacent Curb., PZ4N 8. fxcepl For /n/els Used As dunclion bases, F:= TYPE OS (MODIFIED) Basin floorsShol/ MaYe40inimumJ'/opc 1 JUNCTION BOX , Of /Z-,� f'Vhere Shown And J'ho// flout A j Wood Trowel Finish. 9 Go/vonizi' :Sec Standard ,Spccificofions STA. 72 + 83.66 I or Spcc/o/ provisions. /0. for Curb Opening pctoi/s, J ee- Sta►f� Manhole r-rame e Cover - See Oetoi/ Standard O 7Z:�. U-.�S On Bridge Genera/ Oetai/ AV ` Shcef IStondord Ufi/ity Oetoi/ No. Z � � _ / -4 Ar L Z NFINt T - - - - - - - - - -, - 3,9,E 9 Rf dM P4 04 >r4 ,�4 ,�, `,� Z /O S —� »4 Optional I 6" 3.0 6' `,. X,01I / _�• Joint 1 1 , — -• 1 " I 1 w 24 1 24 - - - C.M.P. IC.i111P. :w®6• ZZ#x U 1 1 24 C.hLP. Arch IP4 9?1Z JfC T/ON �4 -,4 JfC T/ON B-B SSC T/ON f-f _SfCTION 0 -'p f Y AS IUILT' . NO CORRECTIONS THIS SHEET I o } MISCELLANEOUS J-3 N U . Qom► G No. 21 , 4. 2. . . FORM WH.!!A {•T-•1Nsf"7 f-57 srov•►C a.P.R. (TATE P[DZRAL PROJECT No. FISCAL f11[ET TOTAL DIV No. r[AR No. ONZETt 7 CALIF. S '69S (4) /4 Z7 'A ass. Couwn S"WT TOTAL •t N N a Vile .S Bd 69S4 114- 127 3 'CDMTY ENUINETER C. vibi ll GISTRIeT r13, 1 1 Jo b i 4r DRAINAGE SUMMARY. C.E. LICENSE NO.6522 BAR THWORK `� s o o v v CUL YE'R T P/PE, L/N. /rT �STRUC TURES hV VER T PA TA K o •Z� Q h Q .l o � � L � � ,� h � v oc o o o _ s �� /n/et Out/ef DESCR/PT/O , . +. �o h o i o L 16 O 3 O N S TAT/0,V w �, i � �• ��. � �� v o�� v v ' � v v Q +° :# N N s `fl o s Z Dis tone Dis tone 0 �, O O O ac k v Nv Q h Stotion Rt Or Lt. E/cvotio Stotion Rf Or Lt. E/cvofion 0 Y: s� /,cc �°3Y 4 �� 100,/75 6/7./4 321196-67 36.67'91 988.56 3ZY'23,33 36.67Lf 987.89 0-/2 Cons/ Triple /Z'x/0'x/03. 72'9.C.B. Culvert (/2;r /0' -Ax/03.72) 32X60 r A I .- 7 II1 4 6 32187. S 39 'L f 997,00 32-4f 24 4/. 27 L t. 99/.97 /hs fo// 24" R.C.P L t. 6.94 / / .33 ovc. 21' 0,5(4. o /3 Cons/ /n/el W, L t. With 6 " Curb Openin .72 I'98 Ind /n C.B. C.Y. III 4 33110011 67'Y 911 988. 70 321198 t 70 'tf�/ 988.70 /nsfo// 48 "' R.C.P Rt. 3Z 1199 /441 t t 9 III 26 331149.5 38'13/. 997.60 331106,36 39.8591 992.70 /nsfo// 24" R.C.P Rt. 33ove. 2/' O.S.MV) /3 Const. /n/el 36' fat. Wi/h 6"Curb Openin . 31160 ' 34.78 33.61 /78 45 ts6 38.IS L t /0/4.S7 431180 36 'L t /0/4.23 /ns loll 6" Wc/dcd Stec/ p1pe L t 441168 34.78 33.6/ 178 4SJS6 38.7,591 /0/457 43,80 36'13/ /0/4.23 /nslo// 6" IYc/dee/ Slee/ Pi c Rt 44168 4.39 / / .73o ve /4' O.S.(Mod) /3 Const. Out/e t 36 ' Lt. With 6" Curb O enin 4S 116.0 a 4.39 / / ,2.734 ve /4' 0.S(Mod /3 Cons f Outlet 36' Rt. With 6" Curb Op ehin 45163 50.55 .546Z /4 471/0 38 'L t /0/6.80 451170 38'Lt. /0l4 60 Ins/a// 24"C.M.P. L t. 46140 52.05 .j6./Z /4 47,110 38'R/ /0/6.80 451170 ,38'131. /0/4.60 lnstoll24" C.M.P. Rt � 46 1140 I 4.44 / / ' 3./6' 2/' 0.L. Cons/ /n/et 36' L t. �Vifh 6" Curb O chin 47 4.46 / / 3./6' Z/' 0 L. Const. /n/et 36' Rt With 6" Curb Opening t 47 20.5 ? 23.59 22.68 lZ8 7211// �38.75'R/. /055.03 70118,5 36'81 /0.5478 /nsfo//6"Welded S/ee/ Pipe Rt. 71 t4; 24� 2367 Au 7Zt/7.16 38 7S'Ll /0,55 04 701185 36'Lt, 10,5478 Install 6" Welded Ste-el Pipe Lt. i rya 4.27 / / '� 2.S4ove. 14 ' OS(mod) /3 Cons/ Ou//el ,�6'9/ W//h 6" Curb Openih TZ11/8 p 445 / / 2&V"ave. /4' OS(Nod) /3 Const Out/el fol 'Lf with 6" Curb Oper/ir� 7Z11Z416 25. 4 /9.06 /4 58 72*8Z./6 38 '9f /0,5,5.50 72,25 J&"R/ /0,5507 /nsfol/ 24' CRP P. Rt 7Z*S4 /./9 /Traffic / See D foil /3 Const Junchon Box 36'R/ 72,1-if54 9�1 /4 //0 731140 .38'L t /0,56.93 723/./6 ,j8'Lt /0.5,508 /nslo//24" COP Ll 7Z*86 IF 05 ' 2 ze cco� /6 44 731108.44 72.34 Rt. /056.50 721183.66 ,j9.s'Rt /OS�50 /n,slo/l Z2"X/3" C./W P. Arch Rt. 721196 `' See Detail /4 Const. "L ' Type Headwall 69' Rt. 24.28 /8Z3 /y 56 731140 ,38'91. /0,56.93 721185/6 38'Rt /055,50 T,�t/,3 3.27' 2/' 0. L. Cons/ /n/et 36' Lt. Wi/h 6"Curb OPcr7in 731,50.5 J27' 2/' 0. L. Cons/ /n/et 36' 61 With 6" Curb Openin 731,50,5 , Af,83 i 29 04 4g00?70 /00/75 6/7. /4 l Traffic /D / /0 4 M 44 TOTALS d Note. 4H Pipes .ore Y1de Oroins Y Tft t `; ol"Chamfer 4? "4 x 2'-0, Tot. 2 � "'4, Toto/ 2 A - ,q 19 Pie , fL Gut to r Type 42 (i1�1od.) Curb ;� Arch s #49/8• _ PLAN 04, Toto/2 - '4 TOW,? ; I ¢ P/pe Outlet �714 0 f 7` „ 8 tL Gutter i 8 /0" 6„ FRONT EL EI/.4 RON END &EWRON l`�L"A D W T A S B U I L ALL Of A/LS CORRECTIONS THIS SHEET ife,T/ON A.4 ;n BY-- vQ m r o m 6"P/PL" f'.Y/T DETAILS ' ri Jco/c. / 2 ' DRAINAGE SUMMARY MISC . DE s TAzL Dwry NO * a 1 foww WN-23A O*.site.a %7 6.a stoo•rc 0I woo STATE I i NR.MO 00. O"We � -_ - - MAP T GAL. �� Ls �Z7 Aw A6bfs,•. M 1-x-59 JlU _ ��, " 3/4"Dia-pick' hole Vv. r,rn/' burr % " «... o.�... K.. qtr E rT.l % " /�%,r ces /.G" '/." S ces 1%." 1- ? x/"Dion�ond mol/ _ _ ` \ j/6' sib e 'i i2' + �2" VII( 5 Bd Co95 .s!•sr /a"doop I i'/ , /. Gvefsr► i. et+t Rai/ 31400 T----� , w+ar I / '� ;, '%' ;' \ —SBR � , SEC T/ _ _ r v-40 � " � ON OFCOVER - - U4Z.r SEC T/ON OF FR,4M l ��;� ,'��'�' Socket se/ I �i6� ill � �' screws,see of 9o� DETAIL CROSS SECT/ON Qata;/ aQQ�� THROUGH RIM p . 000 TAT F A IFORNIA ow fIJ `�► �OoQa �� O L /4" Ouitine where rib%dns rim. Lepers!"higA No other inscription to appear on exposed surfaces. i � oo OOoopO o �O�Oa�00 TOPOF MANHOL E FRAME B COVER o� a . 0�� O�Q 231 "outside dia of cover n I y A A 0o �a� aQQQO Some ong/e �p0 00 �� p � - T - - ao0o p0 a p o0 opoQ througho OooOp� aD opOo�o �, P_ CD p 3N 3 O QO QaDO OD O 22"dia, clear opening � /a Oul/ine where ribs join 0000aaoo CROSS SECT/ON THROUGH FRAME COVER wei9,01-rer MS : CROSS SEC T/ON THROUGH • TOP PL AN OF COVER ( F/n/shsd surface RIB A T MlD RAD/US ' Weight-/96 lbs. Drill and top hole and Instal/ 3/V x I %4 &AN OF FRA ME socket se/ screw,hexo9ono/ho%,U.SS threads everdur or equal .p4 Dp .p4 Gap in r1m of i, -- 10 - �G ho% cover opposite pick ho/s sie'R ��,. =, MANHOLE OVER 5 he ` LOCK/NG DEV/CE 0 BOT TOM OF MANHOL E COVER DE TA/L W Qf LETTERS Surfvice of letter shot/be f/vsh with finished surface NOTE Frame and cover shall be CAST IRON. weight- /30 ms. f - Materia/and workmanship shol/bei?accordance with the latest specifications. s 1 7 �. 1 n Galvanize complete assembly offer fabrication. J " T TOM—'4N OF - „ MANHOLE FRAME AND COVER FOR SIDEWALKS r . s NO rES— ' DET,4/L U46 l /. The manhole frome and cover sAo//be maid6r c Deck reof.fb be _ " �� ' ifs %%. of groycost iron conformi7V/o fi4e/01*sf •c " stopped Of �e R• /t �� Rs/�" specifications. F 2-O dio. manhole D � as shmm. N 2.All ports of ft twnholr frome and cover O *4 V 2- a 6 xx x 8L O" To 1 o/ 4 6 min. � t s " except mochayed swfaces she#be cooled �' /e /i• /. Machine — — — — — — — — — -- , wihb aseho/tum pain!. , flnisA,see noM 3 .,� 3 The manhole frame andcover sho//be feshrd • �� ' %*" SECT/ON BB-8 for accuracy of At and sball be marked in --- sets before delivery. The co►�er shall f11 the I I ee ' frome snugly but not fight/y. — r r " — S o clear JJECSEC TION D-D �� 4. Gore s 1b use on sewer slructums shoNbeor 6 mm. - Bend bar t I fI. ' f the letter'';on storm drain structures the I I , I � II ' leper "0;on openings for utilities the lifter"U" ' 5. The weights of/he frame and cover she// = - =_ =_ -_ - - =-- _ t c. 5t5_ 1 4-, Mv.Mei iTATR vow BOB. ' cAu►. "APA i'.wei ' � ,d, a +-r• UmIt of payment L/mit of payment VIII SBd / M N i d,b d r-�•"� 6/-3 fist spacing ��, s-t�•sv WIQ Approx. Post bolt hole r. •��ia>r pia� Notes: of,, Square cut l2 i " At roll splice nearest expansion Joint In bridge deck, slot holes /n mole I or rind. 5" P" 2 ..r.••• ��`�fAss •� g X /4 splice bolts section of roil to allow some amount of movement as Is provided In brltfge 8 per joint 2" 4," 4 �" 2" deck. Place �"asbestos sheet packing between roll e/etnQnls. Adjust bow` Lap in direction !o provide sliding fit and set threads. 4 • . PLAN o f traffic Posh bo/t slot N t- Use 3 -6"posts whenever Terminal section lapped I p possible. A// anchor rods to have hex. nuts. rid,Z holt s to on traffic face _ _— _ Provide lock washers for top anchor rods. Weldel; 4 x plates Ori i!'�pot,�' IV It/S f anal cot a ( — — when using /Z anchor rods. Contractor to provide meta/ shims to o// r },d note to X-sed. — - - - posts. Space posts to clear expansion Joints by /'-O"min, to E post. Po ter' Roi �,l /;et. S-Gt __ - .. -- f �i �t f. and anchors to be galvanized after fabrication Ra//in s on retaffift i101 4 walls to be placed offer walls are bockfi//ed. Bend rola If necessary to -• . _. I of ret w,* too s/of maintain minimum clearance on supere/evafed slabs. , iK',61oss in "Root - _ - --- - - - — Thl 5/obs "dei �� ) a ,s,c, ,, r,, _ �x I 6H22.5 posts may be substituted for 6WF/5.5 posts of Contractor s' " , 3 it 6 Nor 15. 5 - � � slotted hods option. ` — = - 25 "x 4"x Y"plates shown on 6WF/5.5 posts not required on "asbestos sheet pocking 6H22.5 posts. AL TERNA r/VE END DE 7A' of expansion joints only, CROSS SEC770N EL EVA TION NOTE.' Place end post on shoulder i if structure does not accommodate /2 ' 6 " unit length. Sco/e: 3 �=/ R A /L SPL /C E „ ' �O" I I ., 12 Round hole. 3 Set post in position and �� I I - 8 A 6'-3" 6 ' 3" Allow 3 Face to face of roil 6'-3" 16'-3" !/ow 3 Foee to face of roil 14ie fill with P C.C. I �� ' bolt / on/ It . � ( y1 � bo (! only) _ LEVAT/ON tb 7' OEN D P0.5. N ON SHOULDER �� , o - •� ., 6HC'15. 5 in 3K IN N Q -- 3 min. " N /" �s)c N ,� _ . • r / " 3 min. 3 �° v /J'x / -6 , (Tot. 2) o o to N / N �c M _ M a 3"xi x 0 6i o 3 v / x/' 6 rods,�Tot P1 5 moX. _ 1 o , -- - — — - — --- R washer - - - - - 4 . AV Q _ _ ' • 2 x xO-5 _1 o N o •. ' ! • 3"XJx0-6� �o h s 'h �a., 4. b . h R washer •• . r washer f i ` •� r Cut washers .� N -- E / O r : 2 xJ xO-5i SEC T/ON A -A F 4 x ods, 3 s IL washer ' . N Tot 2 3 min. ( 1 .. •:Q •..�, ..� �•. 3 CA .. Alignment ent washer 2 x .3 x I.0 rods (Tot. 2) C T N 8 8 �' k • —` tack weld to rod. t SUCLION RAIL POS T oN CURBED SEC TioNS POST FOR THIN A A85B Posr fOR X L A -0. 1 Dimension "A " will depend on cross slope of deck, L RAIL M T ON MALL height, width, and cross slope of curb. /f possible ' BRIDGE DEPARTMENT STATZ Or CALWOMA use post with dimension A of•5 or/O. Otherwise , , , . , , o s eeia/ ost with o s necia/ dimension A will DESIGN SECTION 3/6 3 � P p � a r � �� _ �+ �+M OIM!lIIOM or 1# AY'i its . be required. Use /2 long rods in /2 wide curbs. OW Door /t If possible, use some post throughout the • O D[s1aNPC 0-4structure. DETAILS A clKMI Om m D OUANTM" ,► Qrd PIN=no Nom METAL BEAM BRIDGE • RAILIN JL . A�+wd A•c•+.�.. /b -- �_ •ul�d XC',?t *8 SCAtt a.r...a w.r0 r:.tr.w. - Flt t " J • s -F (I—may\ MTI. y _,t - _ ..l .l f !•. ► - 5 :` ;' - ---- - - -- ---- - -- - - -- - - - - - - - - - - - - - - • ►• STATE ►[oewA� �wonc• w•. /►Ka 111"99T rw OIY NO T"R No XCA CALIF `7 127 EXCAVATION BACKFILL EXCAVATION BACKFILL EXCAVATION BACKFILL To occonpony plans ab/0d Juk Sir Grading Plane Roadway cut before •ft... t•..• QN Original Ground original Ground New Embankment - Bridge Construction Gradin ISTRICT COUNTY ROUTE SECTI or or OriP'Tilmginal Ground - _ Plane q Vlll s / � 27 Grading Grading - - Pipe Flow Llne Pipe �- Approvol Recommended .;i Plane __- - - _ - --- Plane Roadway or Ditch Original Ground �� % Excavation °• "'' • � /� � Grading - ' sislj te,Mignwoy EnQir►e��r - 8►ieges i' CAT ► �' -� ' T �'�' PIPE HEADWALLS rt Plane Embankment in place before PIPE CULVERT IN TRENCH When concrete Is being paid for as Class A Concrete(Mnor Structure) structure excavation is mode ELEVATION Asslst�nt Stote Highway Engineer - Operations ' -� I' ►- -{ I f- -� I �- I' the cost of Excavation and Backfill is Included in the price paid for Class A _ Slope a or ,�',3 Concrete(Minor Structure ) p Approved CULVERT IN TRENCH Gradin Plane __ Grading Plane I , Roadway ' Embankment '0 D D Gradin Plane \\\\�\ �`�` I ' Original_ Structure ', - - I I i i �` Original- Grading r' t Stat Engineer Engineer Ground % Excavation C' 1 Engineer License No. 5946 Tw of Box Roadway New \ _ _ - - - - - 1 Original Grodlnq Plane • • TT Embankment Embankment iD 1 „ ' • \ _ _ _ • \ � Original Ground or �:� _ � � „ �� I i , Ground • See Notes Grading / j' Grodlnq Plane C i C A �' ;; A D �, i D Finished Finished Original ` T T Plane / i - - n I Slope - Slope G round �. Original Ground ' ' PIPE CULVERT IN NEW EMBANKMEN v , - _-- �� ,I F ► F `-� r -•I I'�- -4 0- I1— I 'I' Height of Top of Embankment Before Excavating for Pipe B ,�`"'� Shall Be As Follows -� I'r- I.,.. -� I �,I F- - - I 1 I 7- _ CULVERT IN EMBANKMENT For pipe 24"dio or,less:6"obove top of pipe,or 30"max. I - - - - - _ For CMPover 24„to90 dia.: 30 above bottom of pipe RETAINING WALLS ( ' �� -= t J �1 _ —� SECTION E-E For C M P over 90„dip 1/3 Point of dia above bottom of pope Note If no roadway excavation is Involved at the wall B PLAN E� Side Slope Paving Notch Grading For R C.P over 24 dip 30 above bottom of pipe. Structure excavation will be measured from I EXCAVATION BACKFILL or Grading Plane For field assembled plate culvert: /3 point of dip above bottom Mane • • ' of pipe Structure Bockfill 6"above top of pipe the original ground - - — • •• Roadway For payment quantities excavation and backf Ill concrete pipe T= min Toe of Embankment 7A/, " Embankment wall thickness as shown in A AS.HO M 170 for ClossZ Pi a Wall A p '' Ground Surfm of tient • , , Original Ground For C M P T= 0.00 CULVERT I EXCAVATION BACKFILLstructure excavation \Rdwy Emb —� I'�- —I l � �•I I'I- —+I' r PIPE CULVERTS RODS & DE AD ME N l e Roadway TIF -�Il'r` is mode. GRADE TOP CULVERT P Excavation Original Ground SECTION F-F A Finished Except Underdroins a Overside DrainsSlope ` BOX CULVERTSCULVERT B Grading _= Q• Plane or B Original Ground Origin d Ground I Original Ground •� Steepened Normal P NG 0 PLAN F I WALL L W Slope Slope / SECTION A-A SECTION 8-8 P � EXCAVATION Roadway BACKFILL - Toe of Cut at l 5� - � Embankment ,\ Finished Grade ' PLAN g Or final Ground Flow Line NOTE : Slopes and dimensions g _ Grading Grading R Emb. may vary to fit field Side Slope dwy.PLAN OF WARPED WINGWALL Plane „ • Plane conditions0 V� or Grading min. Plane EXCAVATION BACKFILL SECTION A -A 2min. Finished Roadway E X AVATION BACKFILL �,.. - - - i below Slope Excavation • • Original Ground I i rder Structure ,t Original Roadway / \ ,'.•,,. , - � ' 'Ii Excavation ; ' t 'T,- Gond _ Embankment I - \\ \ "11 FF +I I I• \ i I l I r` Grading SECTION A-A Structure t I i Grading .�• ! Plane Backfill Culvert Plane Grading Culvert - - _ Plane \ Flow Line a or s details ABUTMENT IN EMBANKMENT . : , ;- .: � - (Plan view not shown) Culvert Ori final l Roadway or Ditch •' I ��' li Ii 9 Original Ground Ground -f l I- Culvert Flow I ' Excavation ” I' SECTION D - D � � --, / / % / Line SECTION SECTION B - B Ground Surface of time .- , r ° WING WALLS structure excavation Roadway Embankment RECESSES AT CULVERT INLETS Structure / Roadway or Ditch Structure is made - Excavation Excavation Backfill • 4 When concrete is being paid for as Class A Concrete(Minor Structure) = Original Ground NOTES: I. If no roadway excavation or embankment is involved of brid the costof Excavation and Sackf Ill is included in the price paid for Class A SECTION B - B Grodinq Plane Structure excavation will be measured from the original Concrete (Minor Structure ) Roadway ground. WARPED WING WALLS Excavation .,'. . 2. Quantities of pervi” backfill nwilieriof Ditch ROADWAY PRISM I'F- '� I SECTION C-C which are specified elsewhere and ore within the limits of Excavation -1 H Roadwo Embankment =_I - Roadway payment for structure backfill will not bt included in the ABUTMENT IN ORIGINAL GROUND quantity of structure bockfill to be paid for. Excavation Excavation To of Regardless BRIDGE PIERS ABUTMENTS a ADJOINING WING WALLS Cut Ditch shape of gutter >! EXCAVATION BACKFILL EXCAVATION BACKFILL All Ditch Excavation ..� 5'm i nTT- Embankment or Embankment or Embankment or RD1 Embankment or Original Ground O►iginol Ground final Ground '' Bench Original Ground Construction Joint •= Original Ground Gutter Gutter \ _ Grading , PAVED DITCH Plane Median r--- Construction Joint t • � . , , , � . •� Gutter `Roodwoy or Ditch Ditch or Roadway or Ditch Excavation Ditch or '- Original Ground �:.� Excavation .- .; r 5 Contiguous Gutter -11'I� I II Original Ground I I' Top limit of structure excavation and backfill is original Top limit of structure excavation and backfill i Duch Excavation i ground if ditch is not excavated. s anginal ►f ground if ditch is not excavated. s- . .•..,. :- - r MONOLITHIC CONCRETE SLOPE PROTECTION CONCRETE SLOPE PROTECTION Pbyment for .•;•;,,.• Ditch Gradin Plane STATE OF CALIFORNIA excavation included in the 9 price paid for Roadway Excavation. DIKE AND GUTTER -•i I- Less than 12 Roadway Excavation LEGEND DEPARTMENT OF PUBLIC WORKS \ }�- SLOPE ROUNDING Payment for excavation and DIVISION OF HIGHWAYS bockfill included in the price Structure Excavation Roadway Excavation for pikes 0 - Structure Backfill Roadway Embankment LIMITS OF PAYMENT FOR 12'or more --•i �- EXCAVATION AND BACKFILL A 6241111111115 ROADWAY EXCAVATION — DITCH EXCAVATION Ditch Excovation Original Ground — - - - - - - - - - - -- - - - - - - - - - - --- - - -_- - _ Dwei- No. 2. 1 * im of 2 X NATE �cece.� .ee.ce� .• . c.. e1"tv .e1.► . .. ...• .. 11111111M CALIF, S- C/ 11451 C S R lb o �.t•� ./�/�. 29. /9G_3 W21 C 2 R ISTRICT COUNT ROUTE SECT'oNMAL � m o 0 1 OUR �i�� SB 6 s 8 .97 4.. 0 00 ROAD APPROVAL RECOMMENDED 000 _ 2"x8"x I6-0" O0 w = 1 191 1 1 CLOSED - I 2 x 6 2"x x 3—6 6" Filler Block G8R neer Civil EngiLIC"e No 7603 0 0410 " i N Engineer of Design N 0 lO i l I i i i i ; ; I S I I Approved ✓V/ 26 /962 ' Directi 2"x 10"x 4�6" oV4 on O +I , ►— 6 � � �� Y,�, o Traf .frc -- State KIIIr y Engineer 2'-3"---a C Civil Engineer License No.5945 41-6 of \ 450 20 20' f _ �O, 14'_ \ - 10_ �O` T� 5M �` J` 5 END VIEW FRONT VIEW \ - \\ �sN ! LASS I PUBLIC ROAD INTERSECTION � NOTE' Signs to be furnished by State . TIMBER BARRICADES NOTE Variable �o� o; Trof f�c All timber to be S4S 10' SECTIONS DirectMinimum spacing ' R = 120' P g 5 . R = 120' Use l/2 Carriage bolts with cut washers and nuts. Spacing to be bar length between � 9 5 and 20 spacing R = 32' R= 32' Maximum spacing 20' 37 When length is 15'or more a 5' R=120' I l R -_ 120' bar shall be used at each end 2"x 10"x 8'-O" _ TRANSITION 2 TO 4 LANE 4"x 4"x 3._6.0 � O 1� i �o i � 12 _ Q �— 100' _ _ Edge of Pavem_ ent5tendard Double Stripe b Others _ y , 2"x4" Filler Block Edqe of Pavement-1, �50'q 2"x 6"x 3'-0" ro = - N 33' I'- -- v Variable'R = 2 R10'to20 o2"x6"x 3._0. 0.33' VariaL6� Variable >ow — 3' Of7!_011 PRIVATE ROAD INTERSECTION END VIEW CLASS II FRONT VIEW DIAGONAL RAISED BARS TIMBER BARRICADE 4 8' SECTION I rIE','� houlder 0.33' � 0.1 ' T- TRAFFIC BARS Surfacing 0.12'mirL ,� 10*_ 3 0.17 ' DIKEd67' 0.67* 0.08'Red. 0.04' 0:08'Rad. 450 LeQ17 Q03 Q 25'Max. �_ t10P..d —T 0.25' 0.42 0.25' CROSS - SECTION SIDE VIEW CROSS-SECTION SIDE VIEW Variable Cut Slope TYPE A TYPE B 0.5' Fill and compoctwith excavated i/ material to top of dike - - RAISED TRAFFIC BARS 0.12'min. Shoulder Edge 3' 0.5' D I KE - TYPE A k f,, 0.25 0.42 Variable Cut Slope Min. - Fill and compact with excavated 0.5�' � ,i material to top of dike k _ Compact A.C. against excavated face f 0.12' Min. 0.42 %2: 1 or steeper Shoulder Edge Min. STATE OF CALIFORNIA DEPARTMENT OF PUBLIC WORKS 0.5' DIKE - TYPE 6 DIVISION OF HIGHWAYS . ` TIMBER BARRICADES , RAISED TRAFFIC BARS AND DIKESA73-2 e . -- --- - - - - - -_ _._ - - - - - - — -- -- - - -- - - - -- - --- -- - - - - - -- - ----- -- - --- -- - - - ( • ' • STAT[ t•t0!•Al 1060jecr •• nt{•i •wqr •-. ;- _.+ 7 - To occompony PW9 eon" da/v 8 ;�ID o o Ref lector Frome STRICT OUNTr ROUTE SECT ION •-••• 1211 I.. h4�,�J 3 /a Reflector � U /�c 9 S 4 / 7 � _�N v�i� s8d z , Snow Pole _ �� Chamfer �.� --- 15'�--� � �, • r \ � iK'R(,IApECOYYfaOE' 6 '1/4 x V4 Bolt By Others I ! _ _ ,� Cr - -T i i Metol Post' Meta M �• 0 O E�.UPNfE� Of ocssc� )� I 0 0 T 1 -' CIVIL (%4 •t!R _IC(AS[ 100 T6W �� _� 5 /a RI Fn Post _ 31/4" N _ - �N �+1- .� TO T 3'/4 0-i �, � • �� 10 Section - 13 » Target Plate _i p Yellow Reflectors cC m I I� /4 0"113 �� , of Curb 1 -1 T O h I r TRAM►�; E'rfACEA CWIL ENGINEER lIC(NS( Nu X129 39 o - _ - - ode _ R= 2 /a _� ! _ N 'IN p A"Ir0 V(0 s \ Ing Surfoc Surfacing _ cn � 2 - 1 1/4 �X I Bracket - � � � c Cr � ; �a ' � � T/32dia holes for mounting STATE HIGMN.r cNGI4(fR I I 7116 Slot - 5A6 Wide • I _� _ Total 2 r E' �o - „ N --+ — { 1 , _ ,nom , i T & ,I _� 3'/4 reflector bracket to post GUIDE MARKER AT DIKE I» 1 1i -3�e -1 �_� _1 --- Bolts with hex , t� i i x E II II l cw�l FNG�N((R .ICE�tSt i+o !rS i� ,�' 1. TOP VIEW - 3" nut, I- plain and I- t _ � t - L _j :�� » See rr rr Concrete ii ;; Bracket to be '/a x 2"Mild Steel lock washer per bolt TIMBER METAL ; Detail A ; Post - II _ 1 galvanized of ter fobncotion. r BRIDGE RAIL MARKER =0" - K Drill or Punch i ' HORIZONTAL 5/Id r � I �- E -' In For Steel Guide Markers or �' s4 Bar li �� Slot in it X16 Hole Culvert Morkers when specified- - - - each side 1 R'' t ♦ � Tf J + ' 1f1 ♦ L "` I, 11 of Brocktti i - L-- I u REFLECTOR MARKERS W61R o E G i s � II 11 1 — I N — c0 1 I K .E if ,1 I 1 , POST SIDE VIEW A A DETAIL "A" Two Lane Road - " 1 SIDE VIEW _i It • Y2 Chamfer 8� s� -.1 ►--- 2tj6 - --.1 r �,� T SNOW POLE BRACKETI , DELINEATION OF ROAD INTERSECTIONS BARRIER POSI ao ° 0 + 100101 . r 3- 374 Yellow 'p�.• - Gougeit in I — i 6 %• '�N 3,� �• Reflectors 0 �j - •�� - - I r .� '*+G •. » �' 2 i 61/2 o%/ d See Details �'i6 MI6 I '��6 X16 G G! =G ��, •\ 1 . Target Plate �� _ G111- /"R. i _ 1/2 I I I _� 116 F u F► c F r o 0 0 , „ Y SECTION A-A 3-3/a Yellow � io Paint _� Reflectors `►_ G� _ _ K white a METAL MARKER POST F �G �G - % min. -- .� -Saw Cut - --- - 0 - inside pi 51' O.D. _ + Top View Top view D .� 10 go min. N � E � G F � G � F CAST CON/ER DETAIL pipe I N D � s G WELDED COVER T O0 T —•' " = N + � r �G Cover _T E DETAIL00 N N 3 y4 Reflector N 8„ Expressway G ! K N ` _1 m • I 6 Galvanized Standard f Q� N 1/2 Chomfer W m ! Loosely set on Concrete . O_ I co �" ;,0 �� o o G I Metal Plate to be ♦ ^^^' o o Rnn furT*shed by the -�2 y2� r�.^^^.r; _N _N 111111 °' o StOTe ::;y '. -:::: I J 1L r�.,v DELINEATION OF TRAFFIC ISLANDS F� L. --- — 2' 2 1 `�: ` �: ..,-• �: For use with 3/ 4 N Class A ore one reflector TIMBER METAL o Concrete. ::: am . N For use w 1 th 2 or 3 ref lectors CLEARANCE MARKERS E o 0 G ST I L I N G FOR 1` F M G STANDARDS 15" Squa -1 N Target Plote IF 10, p or 16" Dia. REFLECTORIZEDCULVERT MARKERS 1 co TYPE 8 x 12 cv x F Meth l Plate to be - N ` � F "Chomfer furnished by the State =gym STATE OF CALIFORNIA _ 1 -3%4 Clear Reflector » w , o F G G v e m7 7 "'�"�" - N DIVISION OF HIGoHWAYS �-tea �j2 Chamfer 8"-', N - L s Freeway SURVEY MONUMENT all sides of top � I CI ass A or B ,S"D� MARKER K E R =- �-a Imo► , , M rn: � � -N I � -N ', , u � Single 311/4Cleor Reflectors continuously on right of through roodv�oys aConcrete Attemotivey Point Point -0 L - - - u—_L _ _ _ t and on outside of curves. 200'spocmgs on tangent section: and . I _ „ _ -\N D � Block N FRONT REAR • Block . N FRONT REAR standard spacing on curves as directed by the Engineer. Type F I Chamfer �N N StencilW N Stencil �, METAL Double3%aYellow Reflectors on right of acceleration and deceleration 151-1 S wore TYPE A M -acv-- Station - 0:) ♦ Station , TIMBER ` qN o, lanes and tangent romp sections of 100'spocinps and on outside of or 16"Dia. N in Block in Black _ GUIDE MARKERS romp curves of standard spawnq as directed by the Engineer.-Type G N Lit I I"Chomfer ' Baked I Use type specified or as shown on plan sum"nory Triple3/Ir °° ' 4 Yellow Reflectors of end of acceleration Ione-Type H SURVEY MONUMENTS o o 'v E White Point _ Enamel a White 3 oin GUIDE MARKERS 2I DELINEATION OF RAMPS -1 d co REFLECTORS • Z rn TO DISTURB THIS MONUMENT IS N N Culvert Markers to be Type Color Front Bock •\� ''moo I" Dia. mount Y 3/16 Copper wire/ PUNISHABLE BY LAWN coded Type A C , Ref bracket 6"Ion _ '�N Type A None I Nonel/a N Ise R 3/4reflecotror to back kooff Guide arker g. � � —� T e E-C.M. Etc. E , . • E ' _ Bridge Rail Markers to Clear I 3i a I 3 e I Post on curves Point _ g F Clear 1 - 3 /a None 1 Dio. Orange ^'J '�'"w`�`�' J " 0 Brockets and reflectors to be attached g ,�,�.,,,.�•�, III III be coded Type E-Br M , C Yellow 2 - 31/4" None • m with - blind aluminum rivets . N None ►� ' Grain6 Type G-Br.M. Etc. H Yellow 3- 3 t EAWA - --� �� L - - - Jj Yellow 2- 31/4" I - 3'�4" t -�-1 FRONT REAR FRONT REAR Survey Monument STATE OF CALIFORNIA Letter in one " Markers to be coded Horizontal Reflector Markers W 61 R Material -Aluminum .080"thick • (6061 T6 ALLOY) DEPARTMENT OF PUBLIC WORKS face only, 6 _1 1 j �I�j? TIMBER METAL Type S M M . K Y I I w 3- 31/a" �e i 1 • DIVISION OF HIGHWAYS Recess to be N I I ` I hole /32 d a , dia. �, 1%4 inch. �I I� Clearance Markers 2 y �� CULVERT MARKERS L Yellow 3- 3'�4" None MONUMENTS N ACCESS OPENING SURVEY MONUMENT MARKER To on culvert lied when specified or as shown All reflectors to be center mounted . 2 hales y: dia AND MARKERS A74111111116 R/WAD on culvert fist. MONUMENTS REFLECTOR BRACKET Ow c. No. ZI 19 0•; 2'1 30load ` 31 137 DIV:D, STATE FEDERAL PROJECT N0. �XAi i Cif 21D 12 line Post ro occonpay p&vn dew ��/�b►1 10 Brace DISTRICT OUNTY SECTION . K zo z 7 • Line Post - APPROVAL RECOAAA:NO Broce :4 - Brace ' rc MWNEER Or orWA CnK E"sNttR L ICENN 010"30 Tension Wire •; APP"VEo Auau�t 7 959 TurnrnsbuRod klle Truss Rod Truss Rods �` Length asspecifiedTruss Rods Truss Rods L ICE 1199".111=S f ST AY EMi1rSER " i 2 ff . 3 t END,CORNER AND , _ GATE POST ASSEMBLY Ips Gloss A a B PC.Concrete - l0 10 - 10' a 2'-6r for fabric lea than 60"high. : I • ;.] r T-O for fabric 60 Ind over. Not less than 3 times max I Class A or B PC.Concrete cross section of post with Line posts at 1000'rnaximum intervals min.of 8 � End,Corner and Gate Posts N " " braced and trussed in both directions. Type CL- 4 = 48" fabric , pr y 2-6 for fabric Iesj than 60 high. Type CL-6 = 72" fabric compression braces mo be either " �, ,� 3-0 for fabric 60 and over. � Horizontal �Diagonal. CHAIN LINK F FREEWAY OR PROPERTY -8Post ' a Vj x 4"Steel Dowels f T'Line Post ' 7' Broce Length 7'Broce Length 7'Line Post �_ 7' Broce Length M i Wire Mesh and Barbed Wire T �- Wood Brace %x 4"Steel - p `' lotne os for wood po=ts. : 1 -o a)to Dowels 7 Brace • J-- ��:`.' . ;, 8' = •1w. i N N =- 18" i' 7• , = ' ._or I I Tension CY n' Wires Wire WiresTwister oO 12� Anchor PSV1iCY 8, Broce Posta _Co to Type BW shown CY Type WM shown TE,- ' Line Post 18 11 ' •� 1 1-44- U, (For 8W,WM and Steel or Wood Posts) , - I � e min. Additional brace and tie PULL POST ASSEMBLY Class A or 8 PC.Concrete post • �'"a" ENUORNER AND GATE POST ASSEMBLY required when distance to next at 500 maximum intervals braced post is over 200' (for both BW and WM) i ENDARNER AND GATE POST ASSEMBLY PULL POST ASSEMBLY Type BW = 5 lines of barbed wire `-' of 500'maximum intervals Type WM = Were mesh and 3 lines of barbed wire. METAL POST INSTALLATION FREEWAY FENCE WOOD POST INSTALLATION R ` • 8'Post T Line Post 3/e x 4 Steel Dowels Vex 4 Steel OorrMs 7'Broce Length 7'Broce Length r. 0 1 000 goes Wire Mesh and Barbed Wire = _ - >�- m Wood Brace some as for wood posts _� — 7'Brace Tension race O Wires � 7 =o in ;. :o j I �p —' y.. v 2'1 Anchor Plate N N " �.. s i so 0 1 - Type BW shown = T WM shown ' ~ L = 2"x 12"x 24" tG I N y� N - 12 max.for Type WM on Wood Posts r 8 Timber Blocks CY ' ; r - -t- E - 14 max. for Type BW on Wood Posts T Line Post S ^ �8 mm. B' Broce Post 10'max.for Type WM or BW on Steel Posts ; i J I Class A or B PC.Concrete PULL POST ASSEMBLY . . END XORNER AND GATE POST ASSEMBLY LINE POSTS PULL POST ASSEMBLY at pod maximum intervols at 500 maximum intervals ENDXORNER AND GATE POST ASSEMBLY (for both BW and WM ) •N W METAL POST INSTALLATION WOOD POST INSTALLATION Type BW = 5lines of barbed wire . c ._ r Ora or 6."peeca or Type WM = Wirt mesh and 3lines of barbed wire . . shown on - - 1 I detail plans PROPERTY FENCE STATE OF CALIFORNIA -` Ly r- HIGHWAY DEPARTMENT OF PUBLIC WORKS DNISION OF HIGHWAYS PRpPE� FREEWAY rr. FENCEFENCE STANDARD FENCES 1 � Re✓used /-,x/-62 •+ - - - - - - -- - - - - - - Cornacled a&le Lebo A78 • 0wry NO. 2.1 20 0� 21 � I STATE RYtR !CT 0`19CAL [>n TOTAL .71 V No T o Mlttr'/ CALIF. z L t t7 t ,- , See Detail - - - - - - - To accompany plans doted �l[�1�� Z��_/��.� G ,� �- Angle to suit Curb Face 7 -.0- 31- 6 Varies 6 I� 2 10�1 DISTRICT COUNTY ROUTE SECTION ' °"` � See Curb Support I ' ' �— Batter . ,IT. I Detalls 69 4 zi z- i '-` I / hole in face L 2' " I Edger Finish Provide one Xe x /2 brass 21j �° 8 I _ -� 1 "4 ® 12± .� : 6 I:1 e , A ' 1 4@ 12 + N I flathead screw in each „ 14® IBS± t corner of iE cover. I �I Edger Finish Nut tight on lost thre �J,/e�2 aA ad Curb Height T- �I� (r61q -- �� _ L - - - - - = I'I Total: 4 Y ler r w H ( ) 2 Stirrup " EER LICENSE M0.7G03 • Vert. 5 max. • I ■ ■ Protection Bar APPROVED G1''�aTbe� /3_ /962 j Inlet i Min Inlet 2-0 13 1 slope: 109'0 , L /4 x I /4X3/16 STIRRUP U I'� rod threaded 3"on top ,:�� - 12'• ., ' ..�`: ; outlet 1 ■ a .I e /2 x 6 bend end. Gutter depression Note. Opening lengths are to STATE NI�I"11tAY tONIMEER I I I I to clear. Place cmc clrol"ccR SKr M0.!!t� • : �: be 7 10 14 8121 - —- - :.' Edger Finish ss > 4. ' -- - - 8 . o two per side. I�e x 3Sve Keys SECTION A - A - - 31-0" SECTION C - C CURB SUPPORT DETAILS GENERAL NOTES B SECTION B - B ( Shown for Type A Curbs ) I . " H"is the difference in elevation between the outlet pipe flow lige and the normal gutter grade line undepressed at the ctwb face. C Y■ Checkered Plate Cover 81 Frame` 2. For " t" wall thickness see Table. , (See Section C-C) �4@ 18"t Nr- L 3 %2 x 3 i2 xs/16 (except for Type B curb 3• Height of curb opening will vary with the type of curb and the depth D Optional Joint where L 4" x3" x�s is used.) of the local depression. t t 4. Reinforcingsteel shal l be a 4 bar 16"• centers t ��- Bend horizontal bars into box �- _� 'I ___ 10" Edger s • _ ce en placed I clear co - _ __ _ _ _ _ _ _ _� to inside of box unless otherwise shown. " -T-- Finish 1 - - - - - - - - -- - --- - -- - , "4 a 12± > �, r 5. Steps- None required where "H" is 3'-6"or less. Instal I one step Scoring Line I 4®let a �' � N o 16"above floor when "H"is more than 3'-6"ond less than 5�0". I' I Anchors _ A Type Aor6 Angle to match d Where His more than 5'-0', steps ahofl be evenly spaced @ 16 1 '� Curb d Curb Face j■'s@ 3'-6"Centers intervals from 16"above floor to within 12"of the top of the box. z s= sass =s 4 Total 3 2 Place steps in wall without pipe openings. 4" R. - 6' '� ,, 'L 6. When shown on the plans,Place a`6 protection bar 4 R. 2 0 6 ALTERNATIVE horizontally across the entire length of the opening and bend Outlet Protection Bar (See Note 6 ) �� &B -ft- D Curb Support SECTION REINFORCED BOTTOM FACE ANGLE ANCHOR DETAIL back 4 into the inlet wall on each side. (See Curb Support Details N D - D 7. Curb openings longer than 7' shall have one curb support for each and Note 7 ) 7' Increment or fraction thereof evenly spaced. PLAN 8. Pipe (s) can be placed in any wall. H t Length of No. of 9. Curb section shall match adjacent curb. 1 INLET TYPE 0 L Curb Opening Anchors 10. Except for inlets used as junction boxes, basin floors shall hove o M ,� Checkered Plate - " minimum slope of 12: 3 from all directions toward outlet " 8 -0 or Less 6 3 -6 or less 2 , pipe Cover 81 Frame----_"- _� 8'- I" to 20'-0" 8 " 71- 0" 3 and shall have o wood trowel finish . or. � ,I 1 1 " 11 - --►� 10 - off 4 II. Galvanizing: See Standard Specifications or Special Provisions. 2 10 7 max. 14'- 0" 5 " .: • I C= o I . 1 2 See Standard Grote Details 077 for Grate and Frame Details d , U) U= Batter 21 - 0 7 and Weights of Miscellaneous Iron and Steel . `nom " 13. See Standard Plan D78-or D79- for r Face Angle Protection Bar > �� - Varies 2 0 o Depression Details. H cn(D �: Curb - :, 7 I - -- 5"max. 4� 12"± o VJ- 0 1;1 J , See Note 681 tV ■ I Gutter D ,i II N Curb Support I. 3/4 Steel steps i` • C 2 0 •' � • '••�• -. •'• - � 8 Depression � o._ � 6 b _� Detalls --� •::� _ _ 1 � �.a- � . to be In boxes having 1 E { - _- -_-- J 11 H II t I II �, _ I':; 6 more than o - depth of m r a 3'-6" AT 6;+ ('-_ (See Note 5) SECTION E — E 12 . 3 �, 6"I� Q - -- - - - I"min. �� - — — — — — — — :•�', •.�. r'.. •t .P.'. rhe :•. I , - • Fes— ' I I s • :•: e I" ■ t 2 -I I �' r -�I Imo-- .. . ".. -. ...• _ s•� �.. 8 t t �- 4'- 611 -, t Provide one 3/e x 1/2 brass 2 yr ! flathead screw in each its, s '�� corner of iE cover. rill, Edger Finish SECTION F- F SECTION G - G ( Total : 4) : .' .� �.�=.-'' STEP DETAIL L lk" x 11/, x3/6 G . a o•.• %2 e x 6"bend 4 le e :A :. ;; •:. to clear. Place • " I _ 71�" �---- L ( 7 -0 and 10 -0#1) _ 2 two per side. Edger Finish or C - C -"i-T, - - - _ - - - - - 4Total:3 � � 8'!- SECTION Type A or B curb I I 1 Edger Edger_ Batter �.I ; 1 1 1 � ' Finish L 4"x 3"x s/16 Finish �L 3 %r x 3 % xs/■ Scoring Line I i ,� I -r-� 2 2 16 _ _ _ U 4 ■min. I n -- —-�- - -- - - L — — -- - - - I� �' I ■ U 1 — _ 2 J 4/2 min. a . - OJ :. F .e'er •ten 1 r . 3�8 I11 /2 R. min. L • 4 R. on openings a %2 R. co See Type 24-12 or 24-15 --� 6''I� 2'_O„-,1 61- min. I I o I E Grate and Frame `o - -� (Std. Grate Details Sheet D77) SECTION H - H 91 I C ; � STATE OF CALIFORNIA 113/8 t H TYPE B CURBS TYPE A CURBS DEPARTMENT OF PUBLIC WORKS I G DIVISION OF HIGHWAYS CC � - 1��c=7! 411R. onopenings - �-- CURB OPENING DETAILS PLAN PLAN STANDARD t INLET TYPE GOL INLET TYPE OS • kk� ILI, I STORM DRAIN INLETS D72-4 �-- - - --- __ DWG NO. 2-121 0 .�l -elk . ._., �wrr rr+s sA •. _ M MM seen.#SAW oft FED ROAD FISCAL *HEFT TOTAL DIV No STATE •Roy rro YFAR NO SHEETS 7 CALIF. Z 7 PAN 4 _ 8 ' _ DIST COUw.. ROVT[ {I C.IOM f..[El T Si..• No s»E[Ta NEI GH T 2 3 4 2 3 4 5 3 4 5 6 4 5 STRENGTH CLASS/F/CAT/ON A B C A B C A B C A B C A B C A B C D AB C D A B C A B C A B C D A B C D A B C A B C A B C A B C D A B C D E»•,»„[ E».,»E„ „8, MAX. FILL OVER TOP /0 24138 /0 24 38 10124 38 8 /7 26 8 /7 26 8 /7 26 35 8 /7 26 35 3 /3 23 3 /3 123 3 /3 23 30 3 /3 23 30 2 // 201 20 2 // 20 2 // 20 28 2 // 20 28 DAnA�wov[e G-fo6e1 4, /96o To Slob T 6/q 6%q 7� 6�/ 6� I 7� 6� 6� 7� 63/ 6� 7�1 6�' 6� 7% 6�'g16�Yq 7%2 8% 63/q 6� 7 8% 7%2 7%2 8%q 7Z2 7%2 8%q 7%2 7/ 8� 9%q 7%2 7 8� 9%q 8 % ! 8% l0% 8�/ 8% /0% 8%q 8 /0% 8 8%4 /O�/ //�/ 8�/q 8%q /O%q //% 4 4 2 _ � _ _ - 4 4 _ 4 4 4 4 4 c - i T% -% 6% ' 7% i8� 9� 6 % 7� 8� 9% 6 7 / 9% 6 73/ 9% 6 8 9� /O 6 8 9% /0� 6 / 9 /l 6 /2 9/q�1 / 6 � 9/ /l 6 /q 9 .h / / /24 6 /q 9� // 12� v° Bottom Slob TZ 6 7 8/ 6 7 8/ 6 7 8/ 6/ 7/ 8/ 6 / 8 _q rgy _ _ � 4 2 Sidewo/ls T,� 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 ' 6 6 6 6 i 6 6 6 6 ' 6 5 6 6 6 6 6% 6% 7 7 N1 8! t STATE HIGHWAY ENGINEER Size: Bar '� 5_ 4 5 5 4 5 5 4 5 5 4 5 5 4 5 5 4 5 5 5 1 4 5 �_5 6 ' 5 5_ 6 5 5 6 5 5 ' S 6 5 5 5 6 5 5 6 5 5 6 5 5 6 5 5 6 6 5 5 6 CIVIL ENGINEER LICENSE NO.59/5 ° Spacing--- l/ ///2 /3 l/ 1/� /3 // //" /3 /0 /l/ 13 /0�/l 13 /0 //�/3 //� -/0 //� /3 /l% /3 /4/l// /3wa /// /3 /4 /// /0 /3 /4 l /� l0 /l%2 /2 /2 / l/2 /2 /2 /l /2 /2 l/ r� /2 /2 /0 // //� 12 /0 To accompany plans doted ��r� 29 .AU Length 14-914-814-914-914-8114- /4-9 /4-8 /4-917--917-817--917-917-8817-9 /7 9 /7-817-9,17- /7-9/7-8/7-9/7-9 0� O O- - O •l - 6- - 26• - 6- -/ 7- 7 7-/ 7- 78 Bar �` 5 5 6 5 5 6 5 5 6 5 5 6 5 5 6 5 5 6 6 5 5 6 6 6 6 _6 6 6 6 6 6 6 6 6 _6 6 6 6 11 6 7 6 6___ _7 6 6 7 6 6 7 7 6 6 7 T Note. , o �_ Size: _ _ - - - - , --i - - /l� -3 l0 l/ /3-t!/% /O1 // l3 I/� /3 /4 l l� l3 /4 /l l3 /4 /I /O /3 /4 IIS /O 11%2 /2 /I� l2 l2 / I/ 12 /2 l l/ l2 /2 /O I// /// /2 /O For boxes of he/ght less than that ' 'Z ��-- z 2 2 2 2 shown in table,use next greater �. m SPO /l /l/ l3 // lir /3 // // /3 /O l/� /3 /0 •� l 2 -_- -- - - - - -- _ h b, Len th b" 4-2/4-2/4-3/4-2/4-2 4-314-214-214-317-3/7-317-3 7-3117-3'/7-317-3/7=7 3,%7 5/7 3/7-38/7-3fi7-5 0- 0- - 20- O- - 20- 0IX- 20- - 2U -5' - - - +26 - 6- - - - _ 7/ 7 , .� or _ - -- - - -- - 7 _ T_ - - - -- -- -- ---- -- --- - __ - _- - -- -o - - _O' 5 -726-026-526-726-126-526-9 - - _ - -- --_- - - - - - - s, s w L en th b, 14-0114-2 -3 /4- 4- -O 4-2 4-3 7•/7-217-417 017-217-417-0/7-2/7-4*/7-5 7-Oti -2/7 / 5 0-O 2�• -O -0 3 O p / 7 / �T table height slobs,, wall dimension t and reinforcing steel and make • c c Size: Bar * 4 5 6 4 5 6 4 5 6 4 5 6 4 5 6 4 5 6 6 4 �5 6 1 6 4 6 6 4 6 6 4 6 6 6 4�6 �6 6 4 6 7 4 6 7 4 6 ' 7 4 6 7 7 4 6 7 7 , . Ii/// /3 /I //� e /3 // / / /3 IO I// l3 /O // /3 /O // /3 l/7 /O !/ 13 /l /3 /4 1!% /3 /4 /I 13 /4 // /0 /3 /4 ! / i� l0 1/V i l2 /2 1/7r /2 l2 I//� /2 /2 I// l2 /2 l0 /1 11. 12 /O necessary changes �n bar lengths, 2 - - -- - -- - -- - - - - - - - . - - - -� - -�- -� - - - -- - - - - - - - - - tuber of spacers and quantities. ,o Length 9-0 9-O 9-O 9-0 9-O' 9-O 9-O 9-O 9-O //- //- l /- //-0 //-O //-D //- l/-O!//-O /l-O //-O //-O //-O //-O /3-O /3-O'/3-O /3-O /,�0 /3-O /3-O /3.O /3-0 /3-O /3-O /3-Otl3-Oi/3 0 /7-O l7 O/7 O /7-0'/7- 17-0/7-O /T•O /7-O /7-O /7-O /7- / /7-3 /7-2 /7- /7-3/7-5 nU c "d"Dist. TO Slob-Tot No. 151 9 9 /5 9- 9 /5 9 9 /9 -9 9 /8 9 9 /8 * 9 9 9 1 118 9 9 9 /8 L 9+9 18 9 9 /8 9 9 9 /8 9 9 9 24 /2 /2 24 /2 /2 24 /2 /2 24 2 /2 12 24 /2 /2 l2 Bars Bottom Slab-Tot. No. 9 1 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 /2 /2 /2 /2 12D2 12 12 , 12 /2 / 12 , 12 2 /2 /2 /2 Q" Size: Bar * 4 4 4 4 4_ ' 4 4 4 5 4 4 4 4 4 4 4 4 . 4 5 4 : 4 4 , 6 4 . 4 , 4 4 4 4 4 4 5 5 4 4 6__ 6 4 4 4 4 4 5- 4 5 6 4 6 7 7 4 6 7 7 + -- -- 1 - i i i _ - --- 1 1 2 - -1 - L - - T2 - - - ---� �-- - -- - - �2 Bars S ocin 18 /8 /8 /8 /8 /3 /8 / / /3 /8 /8 /8 /8� /8 /B /8 /7 ///z l l/I /8 / l 7 /// /8 /8 /8 /8 /8 /// /8 // /2 /0 /8 B- !2 /O /8 /8 /2 /8 /2 /2 /8 /2 /2 // /2 /2 /O/ /// // l2 /O .Spacers Number 34 38 42 34 38 38 42 40 40 44 48 58 62 62 66 70 88 Concrete: C. Y. per lin. ft 0.6 0. 71 0.8/ 0.7 .79 .8 .82 .86 .96 .82 .8 .98 .9 ,951.05 .97�/.021.13 1.23 1.04'1. 11 '120'1.31 1.05 1. 11,511.29_ /. /2 1.23/.37 1. 19 �IjY/44 1.55 1.27 1.39 1.52 164 1.47 1.67 1.99 1.54 1.76 061.62 1.84 2./4 1.71 /.91 .26 .5 1.90 2./ .46 .79 p -� - - + - - .- - +- - - - - - - -- -- �- - -- - -+ - -- - - Reinf. Lbs. per /in. ft. 122 /lD /33 12711151138 /3/ /22 /47 /50 /26 /53 155113011-57,1-57 136 /61 18/ /6/ /43 /7/ /92 /8/ 168196 183 170200 187 177209 35 192 /87 2/ 49 6/ 250 01 266 57 /O 67 64 20 276 27 336 09 28 295 47 441 h Area - A- - 24- 36- _ - 48 _-- - 30 _ 45- - - - 60 75 54 72 90 _ 108 --96 _ -120 144 168 192 •� N droullc Radius R .67 .86_- /.o0 .71 _- - .94 - /.//_ -_ _ 1.25 _ _ -/.-00- _ _ 1.20 _ 1.36 1.50 1.33 1.54 17/ 1.87 2.00 Z, Neutra! S/Ope 9b .64 .70 .77 _ _.59 _ .62 _ _67 _ _73 _ _ .56 _ .59 _ .62 .66 .52 .54 .56 .59 .62 I- Head Factor k .75 .55 .45 .69 .49 _ _39 - _ - _ .34 _ .450 _ .358 _ _ _ _ .305 .27/ .3/4 .262 .229 .206 . 189 Entrance Capacity Oto /05 192 _ _ _297 129 240 369 _ 516 _ 288 444_______ 62/ 8/6 59/ 828 /086 /37/ /674 Design Discharge D,oO /74 32/ - 489 213 396 609 852 477 732 /023 /344 978 /365 1791 2259 2763 SPA N /0 ' 12 ' H T 5 ' 6' 7 ` 8` /O' 6' 7` 8' 9 ' /O ' /2 ' HEIGHT For culverts at grade, extend Provide avis notch for STRENGTH CLASSIFICATION A B C A B C A B C A------.8 C D A B C D A B C A B C A _B C A B C D A B C D A + B C D // // paving MAX. F/L L OVER TOP 2 I I 20 2 20 2 l/ 20 2 I/ 20 28 2 28 2 /0 /8 2 /0 /8 2 /0 18 2 /1 20 30 2 Il 20 30 , 2 I/ 120 30 c bars full length, provide culverts of grade where PCC _ ------ - - - - - _ - -�-- _ - - ! �2, i + 1 - 7 1 / _ 1214 l7�' /0�� 12 14� 173i additional spacers Ca /8 and approach paving is used. Top -Slob Ti 9 /0 /2 9 l0 /2 9 /0 /2 9 /O /2 /4 /q 9 /0/ 12 / /4/ lO/qi l / / l4 /O/4!// % /4 /O% //% 14 /O l2 /4�' /73/ /O��; o Bottom Slob T? T%2 /O /3 7T lO q - l3 T X 10 /q !3- 7 ,�f / / /3 /5 8 // /3�iz /5 8614 /2 14 51 8 /2 4� 8� /2 4� 8�i/2 /5/ /8� 8�t/2 /5 /8� 9_ + _ � /8�/ OdjUsf quantities. - -- - - 1 l 7 l 9 /O 6 1 6 6% 6 6 7 7 7 7/ 8 8 9 /O 8 8 9 0 9 9 0 /2 v Sldewolls T,� 6 6 6 6 6 6 6 6 6 7 T 7/ 8 / 8 8 Size: Bar * 6 6 6 6 6 6 6 6 6 6 1 6 6 6 6 6 6 6 7 6 7 7 ! 6 7 7 6 7 7 6 7 8 7 6 7 8 7 6 7 8 ° S ocin /O /3 /0 /0/ /3 /0 /OT , /3 �/O /O%�/3 /0 // 0% l3 /0 /l l2 . // //%Z /2 // //% /2 / l //%2 /2 /O / / //% /2 /07.x* // �1_040-139-1040-741-6 N� /2 /O _ // // �--� P -- -- _ -- - - - - - - - -/ - 9- 39-IM-10,59-539-5� 9- 9- 9-6'140-/ 9-9139 40-/iT3 S T ST S TLen th 2-/ / 2-12- -/ 'V4.72-A033 2 33 X33 3 6 3 133/0T34- 39 38 33 ,3 • -- 7 8 7 7 8 7 7 8 T 7 8 7 7 8 9 7 7 8 9 7 T 8 9 b Size: Bar * 6 7 7 6 T 7 6 � 7 � 7 6 T lO , � /O/ T - -• - -�- v - Spacing /O/ /3 /O /O /3 /0 /O/ /3 /O lO t + /3 - -- - _ 72 /3 + /O + / 1 /2 1 l/ 1 l j /2 fi l/ /1% 12 / / /I l2 IOC 1/ I// /2 /O% l l 1/% /2 IO% l l /l/ 4 SpoCers b bars art o bars c� -7 2 2-6 2-7 3 2-//33-433-1133-233-533411 - 9 9- 8T 8-9,59_,5,58-11 9-/ 9-739-339-61402�4CY 9;3x39- 40. 41-0,39-739-1040-641-6 �a /8 Cn b, L en�th b 2-6 2 7 2� -- "6 32_ - - -- - - - - - - - - - 2-1 l 3• 3/ 338- 9- 38 3J8-9 9 5 38-7 39-/'39 7 9-6 02401 9.039-6"40- 41-039-439-1040-941-6 ��- w 2-2 32-7 2-/l 2-232-7 2// 2-2 2-7 33432-6j2-11 3// 3 /34 ,C Length b, o► Size: Bar * 5 7 T 5 7 7 5 7- 7 5 7 7 I 8 5 + 7 7 8 6 7 8 6 7 8 6 7 8 6 ,_7 8 9 6 t 7 8 + 9 6 7 8 9 F - -- � , 'c c ---- - --- - --% /3 /0 /O/ /3 /O /O /3 /0 // /O% /3 /O l / /2 / / //% /2 I // l/t /2 / / // l2 /01 // //�/ /2 /0%f / / /// l2 /O / / // C bots Spacing /O/ /3 /0 /O - - -- - -- - - - - - - - --- - - - - - 2�- - . - '� - - 2._ _ * �� o - /- 2/-082/-0 2/-0 2/-O 2/-O 2/-/ 2/-2'2/-2 21-3 2/-5 2/4+2/5 2/ 6 2/-8 2 2, 5-1 0 25-025 2 -2 5225-3 - 25 256 25-8 54�25.4�25-6'25- -625-625-9'12 ,,� 25 4 d .25S 3 �� i/ b Length 210 21-0 2 0 Dist. born I f lets min. 1 v -- - --- ------ - - -- - --- 5 -- - l5 /5 /5 /5 35 15 /5 /5 � "d"01st Top Slob - Tot. No. 27 /5 /5 2T /5 /5 27 /5 /5 2T /5 /5 /5 27 /5 /5 /5 36 /5 /5 36 /5 /5 36 /5_15_ 36 /5 /5 /5 36 '� _ /5 /5 /5 /5 /5 /5 /5 /5 15 l5 /5 /5 /5 /5 /5 15 /5 /5 /5 /5 /5 + /5 /5 /5 /5 /5 /5 * f * "e"bars "� Bars Bottom S/ob-Tot. Na /5 /5 /5 4 Spacers o l8_ 4@/8 e Sire: Bar * 4 4 5 4 5 6 4 6 7 4 6 7�8 5 6 8 8 4 x 4 6 4 _4 6 4 4 6 4 6 7 8 5 7 8 8 6_ ,_7 9 9 # �� ,�4 l 3 T i �l 1 1 6 /2 9 l/ 9 8 OP Bono/ Bars Spacing. 18 /3 /0 /B /3 /0 /3 /3 /0 /O/ /2 /O / / /O r�� 9 /0 9 /8 7 /1/ 12 5 /q�/// /2 5.� _9 /0 /O/2, / / %// /2/0 `_ � _ L _ _ 25S 4 d .25 Bas __ _ _ _ _l __ _ _ _ ocers Number 68 68 72 76 94 /02 76 80 84 104 /l0 116 Dist. bars Invert Elev. !14 : � const Jt. � Concrete: C. Y. per /,n. ft 198 2.40 2.82 06 4 8 2.90 2.13 2.55 3.0 2.34 2.7 .2 3.78 2.68 18!3.734.2 2.6 3/8 X3.8 2.7 3.26 .9 2.88 .45 4.13 3./3 3.7 .6/ 5.45 .2 38947215.65. 62'4.2815.2 6./8 Slope � •'l2 lin. einf. .'Lbs. per lin. ft. 358 372 470 359 379 482 367 391 502 577 402 5/41590 42/ 45 5'771632 89 505 628 497 516 637 505 527' 54 36 582 7/9 872 48606 7451 39 575 636 793963 �Nr - Area A_ 150 180 210 240 300 - _ -216 _ _252 288 _ - 324 - _ _ 360 _ _ _ 432 _ L -- v H drou/!c Radius R /.67 1.88 2.06 _2.22 2.50 _ _2_.00 2.2/ __ 2.40 2.5_7 _ - _ 2.73 _ _ _ _3.00 _ �� 4"'bars-- - 90 .49 .5/ .52 .54 .58 .46 - - .48 ----- .49 - - - - - 5/ .52 - .56cbars � o bars Z, Neutral Slope - -- _- - - -- ° Head Factor k .238 .205 .183 . 165 - . /43 __ _ - . 189 _ _ , 167 . 151- _ _ _138_ _ - . 128 _ _ _ _ .l 14 _ _ Reinf. for interior walls under 8. Reinf. for interior wolfs 81t and over ; Entrance Copac/t Q,O /035 /359 /713 2094 2928 _ _ 1629 _ 2058 _ _25/4 - _ 3000 _ 35/0 _ _ _ 4620 Design Discharge 0/00 1704 224/ spossishiss-2823 3450 4830 2688 3390 4/40 4950 5790 7620 T YPI CA L SEC TION b b� Ez z - - ' < 1 n - STATE OF CALIFORNIA 8 / 60 DEPARTMENT OF PUBLIC WORKS z 1'` DIVISION OF HIGHWAYS ! i STANDARD TRIPLE BOX CULVERTS -r Z M c V ` c N - p O I '� i I z SCALE BRIDGE FILE DRAWING D82 PREL. DRAWING NO. P. No, 22 0� L1 FED ROAD FISCAL SH[[T TOTAL DIV.Ho STATE FROJ. rtAR No I 911,119ST9 7 CALIF. 123 2 7 a/u/u Z I ./W COUNTY Rovrc Sicnow S«aa. Torr♦ To accompany pons doted `T' 101 S 9S 6 23 12 7 DESIGN NOTES LOCATION NOTES ' Length of Cu/vert Mw. {..r..a. Cnw{..uu.-iica...{Nt CAR...R.... Ockher 4 /9fe Q y SPECIFICATIONS HYDRAULICS IF SLOPE OF NATURAL CHANNEL EXCEEDS "NEUTRAL SLOPE" OF 9 „ DESIGN: A.A.S.H.O. DATED 1957 WITH REVISIONS AND AS SUPPLEMENTED CULVERT ENTRANCE, CAPACITY FOR 10 YEAR FLOOD (QIO) WILL c,, 7 USUALLY DETEMINE SIZE. OTHERWISE COMPUTE TOTAL HEAD ■ Skew V.TE HIGHWAY ENGIME[R BY BRIDGE PLANNING AND DESIGN MANUAL. (9100 (1.05 L , WHERE " k " IS HEAD FACTOR " " IS AREA, CIVIL ENGINEER LICENSE 010.59451.05� K eA 1 1 O A 4 Bars SECTIONS DESIGNED FOR CULVERT IN A TRENCH ON HARD "L" IS LENGTH OF CULVERT AND 0100 THE 100 YEAR FLOOD,AND FOUNDATION, OR CULVERT UNTRENCHED ON YIELDING "d "Bars or Spacers COMPARE WITH ALLOWABLE HEAD. TABULATED ELEMENTS ARE FOR FOUNDATION. FOR CULVERTS ON PILES OR ROCK FOUNDATIONS SPECIAL DESIGN WILL BE REQUIRED. FULL NOMINAL SECTION. *4 Hoops /2 _ � Cu/vert _ p DESIGNATION: SHOW ON PLANS AS SPAN X HEIGHT STRENGTH CLASSIFICATION X LENGTH : THUS 4 x 4 -A x 60' , FOLLOWED BY ALTERNATIVES . = S n �� r Main re/nY. LOADING: LIVE LOAD ■ H2O-S16-44 OR ALTERNATIVE WITH 30% IMPACT FOR ALL COVER Radius of rounding /,p f Ba s DEPTHS. NEGLECT LIVE LOAD WHEN ON SINGLE SPANS, COVER ALTERNATIVES: INVERT WILL BE SLOPED UNLESS "TRAPEZOIDAL INVERT". " FLAT but not less than 4"nor I I IS MORE THAN 8' AND EXCEEDS SPAN , AND ON MULTIPLE SPANS INVERT" OR "V INVERT" IS INCLUDED IN DESIGNATION. ENDS OF more than 75. WHEN COVER EXCEEDS DISTANCE BETWEEN EXTERIOR WALLS. CULVERT WILL BE ROUNDED UNLESS "SQUARE ENDS" ARE DESIGNATED. CULVERTS AT GRADE TREATED AS A BRIDGE , WITH THE WHEEL LOAD PARAPET ON CULVERTS WITH OVER 2' COVER WILL BE 0'-9" UNLESS ON THE INVERT SLAB DISTRIBUTED OVER 7.5' TRANSVERSLY AND FT. PARAPET" IS DESIGNATED. SUCH DESIGNATIONS MAY BE PART PLAN — SKEWED THE BREADTH OF THE CULVERT LONGITUDINALLY . DIFFERENT FOR INLET AND OUTLET ENDS. TA L FOR /NGL E SPAN T WHEEL LOADS DISTRIBUTED UNIFORMLY OVER A SQUARE, THE R FOR ESTIMATING ONLY. THEY ARE FOR THE PARAPET DE / S 0 S CUL VER S SIDES OF WHICH ARE 1.75 TIMES THE DEPTH OF FILL , BUT QUANTITIES: QUANTITIES ARE 0 SLOPED INVERT SLAB AND DO NOT INCLUDE SPLICES IN NOT LESS TRANSVERSLY THAN THE DIMENSION FOR GRADE TOP ON THE TOP SLAB, AND NOT LESS THAN 7.5' ON THE INVERT LONGITUDINAL BARS NOR CONCRETE AND REINFORCEMENT FOR Length of Cu/vert A WHEN SUCH AREAS FROM SEVERAL CONCENTRATIONS SPECIAL COVERAGE , NOR TEMPERATURE REINFORCEMENT FOR g Skew SLAB . GRADE TOP CULVERT. OVERLAP, THE TOTAL LOAD SHALL BE CONSIDERED AS UNIFORMLY " " DISTRIBUTED OVER THE AREA DEFINED BY THE OUTSIDE LIMITS f Bars . Run 2 outer hors T3 SPECIAL COVERAGE : WHERE CULVERTS ARE EXPOSED TO ACTION OF SALT length of parapet, inner born Rod. 2 Interior Wo// OF THE INDIVIDUAL AREAS , BUT THE TOTAL WIDTH SHALL NOT WATER THICKNESS OF CONCRETE SHALL BE INCREASED TO /ef- Spon. EXCEED THE TOTAL WIDTH OF THE SUPPORTING SLAB. PROVIDE 4" COVERAGE BETWEEN STEEL AND EXPOSED SURFACES. �`4Hoops@l2 to -4 WHERE SCOUR IS ANTICIPATED, THICKNESS OF BOTTOM SLAB f- Cu/Vert r----_ -— --- DEAD LOAD EARTH LOAD OF 120 LBS. PER CU. FT. AND AN EQUIVALENT SHALL BE INCREASED TO PROVIDE 2" MINIMUM COVERAGE S Radius of rounding -_ /2 ___-_-_~ __ FLUID PRESSURE OF 36 LBS. PER SO. FT. ( BOTH REDUCED BETWEEN STEEL AND EXPOSED SURFACE. 30% FOR BALANCED DESIGN ) . but not less than 4"nor DISTRIBUTION OF WHEEL AT GRADE; E = .175S + 3.2 more than T3 f Bars , �I' UNIT STRESSES: Fs ■ 20,000 P.S.I. , N = 10 —� �1 Fc ■ 1 ,200 P.S.I . USE OF STANDARD PLAN PART PLAN - SKEWED REINFORCEMENT EMBEDMENT IS 11/2 DIA. CLEAR , MIN. I" , EXCEPT AS NOTED. "STRENGTH CLASSIFICATION", SYMBOLIZED BY THE LETTERS "A" ,"B" ,"C " ETC., PARAPET DE TA /LS FOR MUL T/PLE SPAN CUL VER 7-3 DISTRIBUTION "d" BARS EXPRESSED AS A % OF MAIN REINFORCEMENT: AT THE TOP OF THE DATA TABLE IS MERELY A CONVENIENT DISIGNATION FOR A CLASSIFICATION "A" TOP SLAB ■ 100 MAX . 50% PARTICULAR STRUCTURAL SECTION FOR A CULVERT OF ANY GIVEN OPENING. IT �N IS DICTATED BY THE COVER OR DEPTH OF FILL OVER THE TOP SLAB. CLASSIFICATION "A" BOTTOM SLAB = MIN . x 4 @ IS 4=0" CLASSIFICATION "B", OR ABOVE , TOP AND BOTTOM SLABS MIN. # 4 IS SKEWED PARAPE TS CONSTRUCTION NOTES Place I beam (min. w0, height = 4�8'ctrsSkew Spon 34568 / thickness of slob, .in grade top Angle 1 j SPECIFICATIONS: STANDARD SPECIFICATIONS, DIVISION OF HIGHWAYS, CURRENT cu/vert only and omit cover slob. Bar No. 44 5 61617 , 81 EDITION AND SPECIAL PROVISIONS ACCOMPANYING PLANS . New Construction po_ /5o Existing Construction ` .of bar 2 2 2 ? 13 3_ 3 160-30 �° Bor No. 414 5 6 7 8 8 EXPANSION JOINTS : NONE IN INVERT SLAB. UNDER DOVER LESS THAN SPAN Alb.ofbars 2333333 LENGTH , PLACE 1/2" EXPANSION JOINT FILLER IN TOP SLAB See "Special Provisions" N DIVIDING STRIP OR OUTSIDE SHOULDER. „ „ , �� 3/o_Q5o Bar No. 4 4 667188- AND SIDE WALLS I 0 D „ 8 XB X / -2 3�„ for Roil Element. CUL VER T EX TENS/ON UNDER COVER MORE THAN SPAN LENGTH , PLACE EXPANSION � 6 '-3" Max, -3 MOX. _ . ofbl�rs 3 3 3 3 3 3 3 JOINTS IN TOP SLAB AND SIDE WALLS ONLY AT 30' ± -- �'' - - — S4S D. F. B/OCk"� \ Outside edge of 0°-45° *4 Hoops /2 Ctrs. CENTERS , AND ADDITIONAL JOINTS AS DIRECTED BY THE , _ _ - - �shoulder ENGINEER AT LOCATIONS OF CHANGE OF FOUNDATION CHARACTER. Min. bolt 5/ Bolt CONSTRUCTION LOADS : CONSTRUCTION LOADS HEAVIER THAN LEGAL LOADS 6 {K /Jr.Jr Posts NOT PERMITTED UNTIL CONCRETE HAS REACHED A of '-3'' 6 Ctrs. STRENGTH OF 3,000 P.S.I . AND STRUCTURE STRUTTED -- - --- AND CUSHIONED AS DIRECTED BY THE ENGINEER . Slot holes for 3 " Provide lock washers 9Y" vertical od 'ustment. /„X /, 0„ i� 4 - ----- _ Bolts =_--- - o� r, a i a Z F2- -514 , 18"X.3, 6„ -$ X0-10 _—_ Between Spacers _ d Bolts — — — - — - Provide cut washers' , t � S M � M � �� ,,/ /� STATE OF CALIFORNIA 2� x �� x O - 4 ods Shim osis as required %g 8 / 60 DEPARTMENT OF rUdLIC WORKS Z g p p 9 it Washer DIVISION OF HIGHWAYS . A A STANDARD BOX CULVERT r M < It SECT/ON A -A RAIL lNG DETAILS scole.� l"= / -o Sco/e.� /"=/`-o” MISCELLANEOUS DETAILS SCALE BRIDGE FILE DRAWING D83 /Itbbd� kbi/.Def. PREL. DRAWING No. P- Ow G No. 23 c� 21 r 4 TOTAL 8-PR. STATE �nuR` woo. •N n" CALIF. z To occompony 0/om DISTRICTCOUNTY E SECTION •»�•� TOTAI v/il 1 346d 16 9s 7 APPROVAL RECOMMENDED X 18 - 50k AXLE 50 -75k AXLE 75 - 110k AXLE 110 - 150k AXLE ASSIS1iM Sint 1`110wal En01"M (fYV *MW IK415e N&11390 CLASSIFI- MIN. STRUTS STRUT SIZE MIN. STRUTS STRUT SIZE MIN. STRUTS STRUT S, ZE MIN. STRUTS STRUT SIZE p / CATION SPAN TYPE COVER REO' D a SPACING SPAN TYPE COVER REQ' D a SPACING SPAN TYPE COVER REQ'D a SPACII►G SPAN TYPE COVER REQ' D a SPACING qpd .SE�TEMBE,p /may-�6 A 2' to 5' Single 4' 2' to5' Single 5' 2' to 4' Single 3' 2' to 4' Single 4' State highway Engineer Civil Engineer License Na 5°- A 6' Single 5' 6' Single 5' 1/2 pt, Posts 4 x 6 C) 3' S' to 6' Single 5' 1/3 Pts. Posts 4 x 6 9) 3' 1 I Posts 4 x 6 03' - Sills 4x6 Cont. 9 Sills 4x6, ;ant. 5 to 6 Single 5 /3 Pts. Silly 4 x 6, Cont. A 7' to 8' Single 5 7 to 8 Single 5 2 l/4 Pts. Posts 4 x 6 P 37 to 8 Single 5 7to 8 Single 5 ' ! BOX Sills 4 x6 ,Cont. CULVERTS �. Posts 6x6@ '-6" 1 Posts 6x6 03' Notes: Limits of strutting to be determined by engineer, but A 10'to 12' Single 5' 10'to 12' Single 5' l0' tol2' Single 5' 1/5 Pts. IO to 12 Single 5 /5 Pts. Sills 6x6 , C, ,t. Sills 6x6 , Cont. shall not be less than as shown in sketch below. Reference-Std. Box Culverts dated Oct. 4 1960 X 1/ Posts 6x 6@3=6" I Posts 6X8@. '-6' , I Posts 6 x 8@ 3`•6" ' A 14 Single 3 14 Single 3 5 Pts. 14 Single 3 /5 Pts. 14 Single 4 /5 Pts. Assumed the patterns . Sills 6 x 8, Cont. Sills 6 x 8 , Cc int. Sills 6 x 8, Cont. 50k Axle 2 .0x 1 .5 75 k Axle 3.01x 2.09 A 4'to12' Multiple 5' 4' to12' Multiple 5' 4' tol2' Multiple 5' 4' to12' Multiple 5' IIOk Axle 3.O'x 2.51 150k Axle 3.0'x 3.01 B C son Spon Span Span All All 1.75 or All All 1.75 or All All D , E 5• Min, 1.75 or All All 1.75 or 5 Min. I -A 5' Min. 5' Min. Impact = 50 % 12"to 39" Min. Cover = 2' Min. Cover = 3' Min. Cover = 4' ' Timber sills a posts to be D.F, 1450f. Sills to be R.C. PIPES Min. Cover _ 4 glued - laminated or solid timbers. 42"to 108" Dio. or 4' Min. 010. 1 .75 1 .75 °r 4' Min. D1°' or 4' Min. Dia. or 4' Min. 1 .75 5 All struttingand removal to be at expense of To 120" Min. Cover = 2' Min . Cover = 2' p D- 10' or 2' Min. D1° ' or 3` Min. the contractor. PIPES 3 _ METAL Oveer Dia . or 2' Min. Dia. or 2' Min. 5 5 Dia. or 4' Min. pi°' or 4' Min. rce CULVERTS , All kip 33 e - Spans °� or 2' Min. s- or 2' Min. S�°-n- or 2' Min. r s 7 3 S--3"- or 3' Min. Spans or Spon or 4' Min. Spa� n_ or 4' Min. San 4' Min. Span ' to 14 2.5 2.5 or 4 Min. R.C. ARCH 2.5 CULVERTS Spans Span or 5' Min. °n �_ -�_ to 22 3,5 �— or 5 Min. Span or 5 Min. Span or 5` Min. 3 .5 3.5 3.5 Width of ...... . . . ... ................ . . haul road \� Minimum cover Length to be strutted (OD DO DO See table for MINIMUM LENGTH �� min. cover OF S :---.Cont. Sill Span moo Uncompacted material. See arch culvert details. Wedges• _ _ s BOX CULVERTS— R. C. PIPES & R.C. ARCH CULVERTS. METAL CULVERTS STATE OF CALIFORNIA DEPARTMENTOF PUBLIC WORKS DIVISION OF HIGHWAYS CONSTRUCTION LOADS ON CULVERTS D88 (),v4& No. 21 24 j 2'1 room W".=! r - 1 B'PR. STATE FY"R `►N+o * `. :Hic`. - • CALIF ,Z-5 1 27 I To accompony atm dated DISTRICT ICOUNTYIROUTE tECTION V111 I d VA 9 ; APPROVAL RECOM ENDED r 10�il. ENinev of Dssip Civil ErginoK Lkmm No.76" Ap w0 ackpfemr 21.Lqraj { t Slate Highwoy Enginew Ciel En&ww Icons.No,b Note: Compression caps and sills to be some dimension timber as struts. Timber for struts and sills shall be Douglas Fir common. x Compression Upper sills cap 12 long (continuous) • soft,even grained wood. a IChomfer Strut spaced as _ v shown in table w re strult e .� I Lower sill (continuous) h =I 1 1]I I � -� • STRUT DETAILS 11 Omit rounding for I 18 Am.Spoc• r f Omit rounding for pipes less than 48" SPACING IN FEET OF TIMBER STRUTS FOR 1 1 diameter CORK. METAL AND FIELD ASSEMBLED PLATE PIPE FRONT ELEV. SINGLE HEADWALL pipes less than 48" j I"Chamfer � �l I" Chomfer diameter r � ter - 72 It W PIPE STRUT HEIGHT OF FILL IN FEET DIA. SIZE 0-20 30 40 50 60 70 80 100 T_ cD - - - -�- - r- - I , 4 x 6 6.0 5.0 4.0 3.5 3.0 I I 48 h 6.0 5.0 4.514.0 3.5 ' I I D D h D I I I ; 6x8 6.0 5.0 I I I I I I I I i 7 9 7 I I 4 x 4 16.0 4.0 3.0 I I � D 4 x 6 6.0 4.5 3.5 3.0 �07__�.__ -- s: �-- .: : 6 0 T1 :� _,,n_ �. 6 x 65.5 4.5 4.0 3.5 3.0 m X12 min. :'' . °° : 6 x 8 5.5 4.5 4.0 _ L 2-0--� 7 9" 7V2 \ 18 ' Max. Spac.� 7�/2 +9"•� 7 4 x 4 5.0 3.0 18Max.Spac. - 2'-0" 2-0" 72 4 x 6 6.0 5.0 3.5 3.0 6 x 6 6.0 4.5 4.0 3.5 3.0 3.0 FRONT ELEV. DOUBLE HEADWALL SECTION, SINGLE & FRONT ELEV. L" HEADWALL SECTION "L" HEADWALL 6 x 8 5.0 4.5 4.0 3.5 DOUBLE HEADWALLS 6 x 6 6.0 6.0 5.0 4.013.5 3.0 84 6 x 8 5.0 4.5 4.0 1 3.5 3. 8 x 8 4.5 3.5 Single Double Length of W 6 x 6 6.0 5.5 4.5 3.5 3.0 D h I Vert. Steel Conc. L Vert. Steel Conc. 2' - 0" 3' - 5" 4' - 11" 6'- 5" 7'- 1196 6 x 8 5.5 4.5 4.0 3.5 3.0 in. ft.-i ft.-in. bars Ibs. C.Y. ft.-in. bars lbs. C.Y. to to to to to j 3' - 4" 4' - 10" 6' - 4" 7' - 10" 9'- 4" Conc. 8 x 8 4.5 4.0 3.0 x 12 2 - 81 5 - 0 8 28 0.60 7 - 0 10 1 38 0.82 D h 2 Number of Vertical Bars C.Y. 6 x 6 6.0 5.0 13.5 3.0 15 2-11 6 - 0 12 41 0.75 8- 6 14 52 1.04 - - 7 - I 6 8 IO 12 I4 1Q$ 6 x 8 6.0 5.0 4.0 3.5 3.0 18 3 2 0 2 46 0.91 9-6 14 57 1.21 : 21 3-5 7 - 6 12 49 1.02 10-6 14 62 1.38 In. ft.-In. ft.- �n. Steel lbs. 8 x 8 4.5 4.0 3.5 24 3-8 8- 6 12 54 1.20 I I - 6 14 67 1.57 12 2- 8 2 - 6 28 + 3W 32 + 3W 0.38+ 0.12W 6 x 6 6.0 4.0 3.0 18 15 2-11 3 - 0 36 + 3W 41 + 3W 0.48+0.13W 12 x . .5 27 3-11 9 - 6 16 70 1.39 13-0 85 1.84 0 6 8 60 5 4.0 3.5 3.0 30 4-2 IO-0 16 74 I.52 14-0 18 91 2.04 18 3-2 3 - 6 40 + 3w 45 * 3W 0.59+ 0. 14W 8 x 8 5.0 4.0 3.5 3.0 21 3-5 3 - 9 43 + 3W 48 + 3W 0.66 + 0.14W 6 x 6 5.0 3.5 33 4-5111 - 0 16 79 1.73 15-0 18 96 2.25 24 3-8 4 - 3 47 + 3W 52 + 3W 58 + 3W 0.78 + 0.15W 132 6 x 8 6.0 4.5 3.5 3.0 36 4-8112- 0 16 85 1.95 16-6 18 103 2.56 27 3-11 4 - 9 57 + 3W 62 + 3W 68 + 3W 0.91 + 0.16W 8 x 8 5.5 4.5 4.0 3.5 3.0 39 4 -11 12- 6 16 89 2.09 17- 6 20 116 2.79 30 4-2 5 - 0 60 + 3W 66 + 3W 73 + 3W 78+ 3W 1.00+ 0.17W 6 x 6 4.5 3.0 ., 42 5- 2 13- 6 16 94 2.34 18-6 20 122 3.03 144 6 x 8 5.5 4.0 3.0 4515-5 14-6 20 115 2.60 20-0 26 153 3.38 33 4-5 5 -6 64 + 3W 71 + 3W 77 + 3W 83+3W 1.13 + 0. 17W �.� 36 4-8 6 - 0 68 3W 75+ 3W 82 3W 88 +3W 95 3W 1.28 0.18W 8 x 8 5.0 4.0 3.5 3.0 48 5-8 15-0 20 119 2.75 21 -0 26 1 160 3.64 t t 39 4-11 6 - 3 79 +3W 86 + 3W 93 + 3W 100 +3W 1.39+ 0. 19W 6 x 8 4.5 3.0 ' -' 42 5-2 6 - 9 83 +3W 91 + 3W 98t3W 106 +3W 1.54 +0.19W 156 5 I 5-11 16- 0 20 125 3.03 22- 6 26 168 4.02 8. x 8 6.0 4.5 3.5 3.0 54 6-2 I7-0 20 131 3.31 23-6 26 175 4.30 6 x 8 3.5 �. 45 5-5 7 - 3 103+ 3W III 3 19 3W 1 + W 1 + .71 + 0.20W ,�. 168 8 x 8 6.0 5.0 4.0 3.0 Use headwall tables for concrete pipe and for C.M. P. 48 5-8 7- 6 108 + 3W 116 + 3W 124 + 3W 1.82 + 0.2 IW No deduction mode in quantities for variations in thickness 51 5- 11 8 - 0 12 I + 3W 130+3W 2.00+0.21 W 6 x 8 13.0 STATE OF CALIFORNIA , of pipe walls. 5416- 2 B- 61 127 + 3W 136 + 3W 12.18 + 0.22W 180 8 x 8 16.0-14. 3.5 DEPARTMENT OF PUBLIC WORKS x All reinforcing steel *4 bars. � " DIVISION OF HIGHWAYS STRAIGHT HEADWALLS L HEADWALLS STANDARD PIPE CULVERTS PIPE CULVERT HEADWALLS AND HEADWALLS D89 1 I OW G No. 2.1 25 4 2 ' � raw w►._t•. N Nf py A*"-*4.V/ill ..�� -__.- - --- --- - .. _ �a` .�.__._� .y._. . ..____,.._.. .-.- -- _ -�.._ .�_�.._.-..._- _ �- _.�._. .� - - _ _.�_._.�_ _��..._.� __ �_-._,__ ___ � _.mss.-- - - - - -..,. - ...�. - - ...... - -- _._ _• -- �� -- - - A, ;}tie' :i,` ."L- "R - _ •"i2':,' - .x>�.. !� pt ' �- - X',ru. "'; •..:F yt _ Tti: . s ,- -- — _ N •M STAT< •MMAL P8*jW?sw CALIF. To occomp" Peons dnted J."//y L9 gm } . 6 rr 2N s 1 - 6u n " — Y ROUTE SECTION ' �•� " 2" 24 - }---9 - N of a Types B 3, C 3 D3 �6 l R' - - --� �-5"—&4"1 -- 33" Superimposed on existing pavement 6 •S 6 -24 ,, - --.- 5 4 -— 24" , - T -T + °° 2 = R=y2 c�. , T i • 1' 4 R: — Ap.,•oval Recomnwdo • to ' MEOW 2"or variable = ' ' + . : _ I 2" or variable FR • , I ' �' f - 2"or variable gengineer a i�espn aF Civ�1 EngN+estlxNlseI � ' '.r:�• R-1 '' . ` 'O' . ! Vj . • ' ao • R'( ; R' �1 �O 1, 1 I C Q. m =� R 4 ApprovedGo ` ry •s. �� IL B ' 1�' M M B 2 � longrtudmal Bar 1; 8 3 7 A1 - 6 A 2_g A 1 8 A 2 8 state Higl►�rvy En,�►.fr TYPE B 4 �Spaced Min ltngtt+6 Cwd EnginAr lipnw NO TYPE A • II ` • 35 - - - - - ' - - �_ l rl -- 24„ - -- - Note : Curb feces to be scored trensversel�! f..,� 4 T4 L4 T - 24'' - _ _ _ 2 with steel brushes on'Type G „ r s n d TYPe D' 24'' 2� ��\ R 2 0 2' --� Vertical R: DR.= 9. R R•y . 2„or variable R i• 3. `� _� • ' '� 2” R=yr vanabte ---J 3,• I -- - s f N I • �... :Re i 3 / ,. • a/ f- 4'-}- 7'L �.� . • _ . _� ., • sw - r �. R= = •• + ::� ' co jA R RAZ b All! C 1 C 2 Lo„q�tudlnN Bar t1~ IQ e i D 1 D 2 lorxrtueinal Bar' 1I D3 I �:. • Do•e' SpmC f,Min length 8'' c 3 4”Dove, 'Spaced 1Am Ltr+gtl►B'L� • T Y P E E T Y P E F Bridge Deck TYPE C3 dqt T Y P C TY P E D -}- E (ON BRIDGES) (ON BRIDGES) Type A-2 Curb Direction Of Traffic Type E Curb CURB QUANTITIES Type C.Y. Per Lin.Ft. T C.Y.Prr LktFt 0 T 1� 043' 0 36' 0 29' -� 0.22 0.15 ,ti: 0.08' •` N All 0.02585 CI 0.02TS2 0 50 e. o r ° 0,20 0.2 2 -- a 24 y 0,26 --•+ . 0.31 0.33 0 I r 0.29' o 0 i A2-6 0.05903 C2 0.0645 Al-8 0.03084 C3 0.0096'5 o C — — r t — • - - - — — — — ---- - — • ' — — — A2-8 0.06379 Of 0.03073 - 7' -' ��+ - 7' - - 7 ' ..1. - - --- 7'- �,,� - --- 7' - i 7' - -1- 7' B 1 0.02930 D2 0.06782 — 49 82 0.06171 D3 0.01223 83 0.01074 E 0.06661 STANDARD CURB TRANSITION - TYPE E TO TYPE A-2 Note : Straight Line Transiticn In Flow Line and Top of Curb ►-- -Vones Varies unless otherwise ordered by Engineer (Warp when needed �Waro when needed See Note 3 i See Note 3 0 NOTES W ---- a/2 Rounded- 2% I.. Case nOrmOtl des Bride Rail End of Bride Curb Front Edge _ - _ l� y app Bridge �, 9 join of Sidewalk I 4 -Join �, v ' + 2.- Use CoseB when romp sfbpes would escetd !0�', .1 — 10% Max. in Case A. Will--- Face of Barrier Curb - Gutter %2 R would e�oCeld Grade Case A 3.- Use Case when sidewalk slope X Straight EI a - X - Normal sidewalk 69• in Case 8 Longitudinof slope of warped 0�l0 � � Grade 0- a o Straight � /2 o a_ adjacent to driveway shell not vary more than 6% ocn Vary Cross Slope - > Grade > a�2 Dep s 6*Y* Max �k from the longitudinal grade line of the sidtwONi. ' y } N as required = Rounded • - 4 - X=3-0 except for curb heights over IO where a - 4:1 slopes shall be used on curb dope. Eo oo —' '� �� •� 10 q Max. 5. - Sidewalk and romp thickness"t"ot 0 � Location of Catch Basin • corninoy 0� PLAN Gutter i �/2 R shall be 4" for residential and 6"for oomrnerciot. ' Case m if Required Grade 6 - Difference in slope of the driveway romp and - Depress one edge o� sidewalk the slope of o line between the gutter and o point F L — _a� — _^_ Depressed Sidewalk on the roadway 5 feet from the gutter lint shall Approach __ _ _ __ _ __ ; _ _ _ _ -- -- -_ - �- - X _ -_ _W _ _ x _--_, - 2 Rounded 6 /o Max not exceed 15%. Reduce driveway romp slope,not Slab j 018' 0.33' -+ - - = Ifs-- - _ gutter slope,where required. Sidewalk • ---Bridge Type E Curb ''•' bio Max. Curb Face i " !.• Gutter /2 R • - - - _ _ -- Gutter Grade - - Grade Case C :� - �- - 7' Min. �-ir'• 7' Min E P Bottom of Curb - - Depress artire sidewalk ELEVATION SECTIONS ' r FLOW LINE TRANSITION - TYPE E AT STRUCTURE DRIVEWAYS � -_ Tr f f iC , I Direction of Trof fiC o DIrPCtlorl of a Ci 6 Z LI CD —- - -_- - - - -- - • _ _ _ _ _ — `... 0.83' - -�l T A-2 7' Type A-2 Curb o.38 ' Type E Curb o Sorrier ,, o ti YDe 0 � . `" - Curb 0.25 o i o 0 • �. 0.50' � ' 0.33 STATE OF CALIFORNIA Curb 0.25.1 '. Type G - - — - DEPARTMENT OF PUBLIC WORKS r _ K — - - --- - - - - _ 8 — � - 8 " 8, DIVISION OF HIGHWAYS I - s RB TRANSITION - TYPE A-2 TO TYPE E STANDARD CURBS AND DR!VECURB TRANSITION -TYPE A-2 TO TYPE G CU , 'Sep Note) Dw No. 2l zu o 21 N w• • t••••r w•• - STATE FEDERAL PROJECT No. FISCAL iN[[T TOTAL [EL r[I1R NO SM[rTs CALIF To accompany ob►xs 9/i.3 DISTRICT COUNTY ROUTE SECTION '"tt' ICTAL T ill 16 s ¢ z7 127 APPROVAL RECOMMENDED Traffic Engineer Civil Engineer LicenseNo5429 Appr Slate Highway Englnm Civil Engineer Ucense No. g94�5 1 f' 61- 6± — g'± _ F 51n STATE — FEDERAL5in COUNTY — STATE— FEDERAL r 51n HIGHWAY CONSTRUCTION 51n HIGHWAY CONSTRUCTION �`� ` 31n MILES COST s 31n MILES COST 31n - � STATE FUNDS % FEDERAL-AID FUNDS % 3 in COUNTY-STATE FUNDS % FEDE R AL—AID FUNDS % Sin CALIFORNIA U. S. DEPT. OF COMMERCE 31n CALIFORNIA U. S. DEPT.OF COMMERCE 31n DEPT. OF PUBLIC WORKS BUREAU OF 21/21n Sin DEPT.OF PUBLIC WORKS BUREAU OF 21/2 in 31n DIVISION OF HIGHWAYS PUBLIC ROADS 2112 In Sin DIVISION OF HIGHWAYS PUBLIC ROADS 21/2 in 21n. PROJECT S- _ — 21n PROJECT S- TYPE IA TYPE I f — rINTERSTATE - CALIFORNIA 8in. INTERSTATEH bin STATE — FEDERAL24in. Bin. sin. HIGHWAY CONSTRUCTIONSYSTEM 41n MILES COST $ +, 4in. MILES COST 41n. iD cD 4in STATE FUNDS % FEDERAL—AID FUNDS % 41n STATE FUNDS % FEDERAL— AID FUNDS �/ 4in. li O 41n CALIFORNIA U. S. DEPT. OF COMMERCE 4in CALIFORNIA U . S . DEPT. OF COMMERCE 4in. 41n DEPT. OF PUBLIC WORKS BUREAU OF 3 In 4in. DEPT. OF PUBLIC WORKS BUREAU OF PUBLIC ROAD 3 in S 4in. DIVISION OF HIGHWAYS PUBLIC ROADS 3 in. 4in. DIVISION OF HIGHWAYS 21n PROJECT F- 21n. PROJECT I- TYPE H I TYPE III L 12'± Notes Nome of Structure moy be shown In lieu of mileage. ' U. S. Stondord copltol 'C" Letters. Stroke width 0 161 per inch of letter height, Miles, Cost,State Funds %, Federol-Aid Funds %, and n Federal Aid Project Number to be furnished by the t Engineer and pointed on the sign by the Contractor. .== STATE OF CALIFORNIA DEPARTMENT OF PUBLIC WORKS DIVISION OF HIGHWAYS I w - FEDERAL CONSTRUCTION IDENTIFICATION SIGNS FS -- DW r7 NO. 21 FOtr/WM.2%A ts• •la Esti•.sr rM tic