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HomeMy WebLinkAbout172 VIl!•SBd- /-90 -A INDEX of SHEETS TS STATE OF CALIF ORNIA STATE WE R ` SHUT NO. I TITLE PAGE 7 CALIFCALIF1960 1 Z 3 EE , Sh1EET NO. 2 TYPICAL CROSS SECTIONS DEPARTMENT OF PUBLIC WORKS SHEETS NO. 3-9 PLAN-PROFILE SHEETS N0. 10-II INTERSECTION DETAILS DIVISION OF HIGHWAYS • SHEETS NO. 12-MS MINOR STRUCTURE DETAILS S DRAINAGE SUMMARY SHEETS NO. 16-23 STATE STANDARD PLANS SHEETS NO. 1-30 CROSS SECTIONS ! ' COUNTY of SAN BERNARDINO , PLAN AND PROFILE C% FEDERAL AID SECONDA PROJE S c Smw588 (2)49 HAVEN AVENUE SA IV IER"ARD/JMD BETWEEN `°v"'r NINETEENTH STREET AND WILSON AVENUE ABOUT 3 MILES EAST OF UPLAND 1 ��'�•: < rst v0 till - Gloss 3 Aggregate 15ase Material 5i to - _ .-- - � •.;rf. � - `� ;' � Sta. 266 t36.22 1 N. End oProject R7W TNRTIN. . � Tl7 r TLSO STREET \\ J Ij 1 � i G 189+M-- - : 92 , --Limit o Work • _ C ' � � N INOHIGMLAND F.A.S..S. S» R AVENUE S. STT T I NINEE N T0F . . . i > FA 588 STA E RTS. ISO - – – --- - — Beginning of Proj — -- I R 1. R. R. 1 I A IN •.A.9. 7io f.A. TIO RASE ll / \ S w + yr W _ ` . i»br a oyi r' - : COUNTY OF SAN BERNARDWO N t I i i rr1 •r�. �..� F THI U.Sl 66 < I,STATE RT . 9I L D - lipCOUNTY ENGINEER – / ��' -- — CIVIL ENGINEER LICENSE 40. NN w I R A < Z _ i T - S F. R It I i ! I - �--- ! - -- • GNAWN , WARD of 91PIE Is" " Tl RWTIS. R6W KAISER %- 1 ; T - — S EEL - -- - • $A1111 RERNA INO AVE. F.A.:. 1199 r - IFAX 1031 ff L#OF v r PNh t — IFlIliEA Ig T TE 6 4 STATE OF CALIFORNIA -- :LOVER AVE 1� f. .S I� • M • - - - • 3 r AON GIST T 11EE 1R T W M its": A F. IS aSTAI vnl f j AWRO AUGU sT 109 4%011 J SAN BERNARDINO COUNTY i _.. ._.. .. f. _ STATE HIGHWAYENSIMEER RIVERSIDE COUNTY y 6CIVIL tWGINEER LICENSE No."49 2 hipa _� _ i Woste Disposal Area < U , ••�..` Z4 FA 693 _T_ CONY E NT IONAL 51 (a _ C"-44 Line —.._.._.... BanK 0- 2e+ b-f,. . . - r C Its# or Town Limits _e•,ee 0 O 0 0 CTownshipLin• culvert O 0 0 o ect ion Line n O O O rant Line prop !nl! O N m 04 Fence Fence -• _ 19 f SCALE Guard Rail -t - - a-- 12 i�ow� ► ,!� if Unfenced Droperty TOTAL Right of Way Line , !�, a�r .It;!�on� •ol-r - LENGTH 1 456 MILES TerasUILT "eoru� LineBYTraveleWay FAS Length S-588(2) - 0.257 ,, .. . ...v j,� RY CT 4K ' Railway Tracks -�-�-�-= M. s• � � � FAS Length S-1268(3)=0.996 � � MAR 16 1961 { Dwc-ff No. J"12 23 I �a+ .-- _.__ ...--.r.► -r..- -.- ..1- - ,. -. -_._.._ .. - _ - - ._- _ -- _ .. -• .. _ .- _ _-_.-..._ -- .... _ _ -. -_ .. - .. .-- •.. --.---.— -.-- .- -...r- r_,.-- .r.-4-a r,+...• -w+r .. . • '.-srn.rVi► f , LL R*•R' STATE VINDMAL PIMINC, MR onscAL S!1[!T TOTAL On.NO. TRAM No. SM[t1S • 7 m w- 5-58 S-1268C3 2 23 it Southbound Northbound • - ' • '� • ' MIr. Owwr+r Rtrrs SaeTea+ Swett To'ML ` ° A�IAM Stab M►Q "y Falb" 55Varioble `ofi»etM17th St. oma' Vill Bd. high/and Avr rc S. ba Z AW ,r... LXJr'My o • _ 01st. Variable t .4 : • " .. - !qb 11iE,htraV Englt►ew .... � r. a � 41A�—.TragiS/ ,� � si'` Fcg seo/ Coat 0 0•< Owen 61 ailed A.C. / d/ Q Gu a6&7 Grp A C. fir/Cam j n Ab7lt C a WI r ' 0,25 To B ycsoomte Q•23 T pe 10011 y P Prof%fe Gude 1 ►ob/e Vat `a fe loo fi/e t�rode ,. 14, OF — — -- —'— _ y. `• Srz • - _ -_ _ -- — _ — - - -`' — ' z h waw00, 01 F77 . �� 0 33'�Llin Thicif'ness Agg, wse. �briob/e � Q.33'Min Thickness 4g� b �` Gust ` .� �; X.z" Si� Fcv'-rr� QED'C/oss � Agg►regote �as� i _ 5 - .. t7�,�0' C/oaa � ,� r"�gote tease `� , :. ` { • �`3: Q,� a�ee ft0/eJ or�V//J 200-t.?.-4f97)V JTA. / x 8 Gar WeVdW(/IGre *L6/ STA ,�1c.Y-A514-1 - .,�xoronsior� t�birf AoIoterio/ At t k ; A l R &091N )W UAR LINED DITCH sTA. ,20koW TD TSTA. z/,2 .58 CA 0. Lined Gutter � � n e Caysfr fed tlorio,�Ie► 3 3 y' 'r d m,fxrn�t'�ne t � b ua _ i _# t �i to This Line Prior to ExcovotingDitch. _ _ _ �• sr' _ _ 17%g ri �boo►woy A.C. LINED GUTTfiP `• f WaVot/o/7 d Nate. STA. ,1111 TO STA. ,20S 00 A.C. Y Srtt 9 t'~f Limits of Dift f"V67i0n �Ooo'woy = 7 E i fmha�,r nenf ft-STA. .20J* TO A ,�/,� ' /ndicoted by Arro�vJ. ' X :� - ; - t '�raj ;2 4 •, .i '` . �5arVey �outfibaeur� Gutlrr' _ . ;�Navtfibarmd Irr, emenf4 iPavdfvoy EmhDn� nt /b 0oq.9, ructRo' '(dor'ZMe 41 i /ond A lh►tr sj i 4 z9 r ; .� —Jrin to This Lim Prior � fxcovoting Ditch. f ' MI ' ro /Coot Fag 0.01'O,oen Gr�deo� A.0 og deo/ Coo , f ♦ 0/7 Type B'A.C. 0.,25 Tyne D Asc�►hcdt Cawcrete ; 3} .rofik �r�dt t 4 . {r lz ,..,11►N�� '. JR4 , Existi f'�'art-M%rte Abd 7 A.0 Lined Gutter IOU",M//z Vose , ti .t ♦ r V 4 •: 1L... ' 1 _ _ S c •• 2I J�V I• //7J)V t5TA� �66*J62A ` S - - - Q9 &,T/ coat ? 5 .z5' TyAe I`A.C. �' �•o� n Sea/ Coat 110 V2 I-V* /. III j, •4 ' e Y ° t i te3 3JTA. L%177T P/ons FOr )'0001 Co17nectlon --.5:o yt Ldf : _ /a To Be Constructed On N4Yen f o9 seo/ C + t . , ` Ave. South Of Nineteenth &r6t. �� pox !! --=- 0..3,3 Min. Thl-ceness A r. — f .. w'"S I aw". Ism" MTi a • r '. i - !;: s . ; JJ S TA 4 15 90 /0 5IT11 ZVyY743 331 1i�1i� L _ . ss / mss T DETAIL CSF A C. 51Y01JZDfP ;,011(f. _ _ I �B � #.�, STA. ���o 001A.' �V Ill LS Bd. 5�8 Nineteenth & To 9h/ort�'Ave) t. Vlll-tS Bd. -MO Nit MandAve. b M/sore Ave) f Supwvis d�► Noe ; Dimensions are sub1ecf fo tolerancesA, i�l ih epee ified in She Standard S ecif icafron w t HA V�'N AVE/VUE �` BU IL v�]101N8 Ry Yy. vz- �► 1i :1961 . DE51GAI Cl A SS/PKAT/ON. , _ _ . e F. �S. 5660 -/J00 s�o%•/'=. 'Excevt1,268�3)•3,ZOID- 7�•P; O , : #� t; r _ • " V • i6 s o Y4 j f\ Project Engineer Date Design Engineer Dote Approval Recommended By Dat• DriE'me STATE FEDERAL PMNCT M0. i Ow T LTi r 7 CALIF. fdarlJ Es'/Z6d�� t� h VA SHEET TOTAL = v DIST. COUNTY ROUTE SEC. w,, p�S .., x 3 MMMMMw— V/// s Qd /t6 .f 1.3 A 3W W45 SCAL E `JO 3 ------------------ - o� og W ng. YIll_ 3' cc h Si --- - - - --- - __-_- a. ,. STA. M -f4 9Z BE6 NN/NG OF &AD CONNECT/ON �O -�---- - h COUNTY EN6INECR GE. LICENSE NO.Air!! AND &O/NN/N6 Of DNS r 1 c T/ON ON HA ww A vmar William i. ritieid Aimee I. j o �A A R Ezistin4 E Air blown Mortar Pitch F F F Bem Raised Traffic QSte. /! t9.! T —�- r: f Survey 1 o Existing Edge Pavernent N. 0012'Sao W 197 Into// Xeited Trelfit Qor's 197 NQ ! ,fit SOUM q` { .., i South boundBMW N. 0' 01' 21" E. �� �j Survey — — — — — _ — — — — Existing Edge Pavement -�� — _ — — — — , — — — — r► r I I I I I I F Edge for�dS/fou//ter Norfh dotri ` F — �11.t 4 H.Go Main future North Qouhd 1 1- ao AN Curve Pots: R s f f�4 4i NOTE' Sty /d9 f f4 91 to Sto 100 h 97 Cehs/iuct Coaaec tiar► a .;, Garrett Cor►pan , Inc. o , y T,17,.00 frvfi► Existing Z Lone /saodwdy At Va. /d9 ,4 9Z To L'.�49.88" q Proposed Norfh Dound Ageolwaf W Ste. M0111097 p JcRJ %L.-I j I J-1 r E< 1 71 V) L 3 ti L F {yf Ck ch Ilk S x t�1 t qtr , Sarrfl�►Daur ! .Cosrech� n o , _ --- 1 1 -- —_�- 1 * f I Traffic t _ -- , r t jr 1420 - � ± . _ _ - --- -- _ _ _-___ -- - - r 4 i i l ' - _ 1 ! 14Z0 ♦ 0 r { t - {- — --- --- -►--- -- aft t � } { i 1 I 1415 i { , f d fj}Et 1410 m r� : - f , i { _ i : 1 1405 , 1 1 f ! � t • i a _ : } ' i f • r 1400 _ _ - -- - --- , --- - , - -- _ - l - - _— r - -._ - - -- 1 c� >> _ A.149 i ; r ' - S � i , 1391 __ _ - _ - � �•• �.� ��. ; t � x 1390 t 1 1 _ t t i i i i t } Y jf , E:c � 17 10 1�� 178 0 1 er . 0 S 0 0 10 Yds. Em6. �`. Sta. Al 189 190 191 192 193 194 M 196 197 FORW WW-24A K 3 E `ARKWR:GHT 200.7 653' __ --�-. ._ _._�-.-.-_ --. . . - - --......._ .___. - - ___-._._ .. ._.___ -. _ .. .-_. _ ...- _ ._ _... _ -. _ ._-.._ .----- ► - - - - .-_._ .. __.._ _. _---,-_..�_ - _ y - - F _ _ _ - i_ _ _ - - _ _ _ 1 �. .�� _-.-___ _ -_ . . ._- ...__ -_ -_ ._ _ j _ -- "--" -- ------ S.r.� STATE FEDERAL*RAJ[C'T M•. ; 1s"E[T� TOTAL Div. Mo. NO. {M[rTt -11 . 7 (ALIF. -f08(Z) S•/ 8 4 t3 4 . ///- 6d- O - 2 4. = DIST. COUNTY ROUTE SEC. iNO. 9"miLTf ' �- a o +: il% ! NO Curve Doto• 0 0A. it � v /� /� fie) •,1 a _-,,, ;,` 'A V/// 3. Qd. -AB& Al NJ G:.311Z3 '.17 AZO~ _ 4= � o. . _ _ _ 3 = . W /3'ZZSZ.6/� v f� oc l � d `; v o r / ' / /� Dist, g.......... 't /!L. ac - J A / J/ I 6d J i s h ac v 3 ! f J �� v 0 T rl =7/,ZJ lu � �I � • � N Q > > APpro1. s40 JI'L/�r/a7�/.g./!L•D. .. t:!%.-. - v � � ^I o. r v � .. 441 . 0� to o N °,,.`� I o v V Emi t UoM11 R' t•-- i u Ool o NI v COUNTY ENGINEER -C.E. LICENSE N0.9499 .z in '< � /C a vi h C . ! -c William 1. Fif field 4 Aimee I. = Z6� I � 70' Begin Air B/own AMorter John J. Murphy ( Mildred E. �� It `' Lined Ditch +� 7, j 0 N 80 e o o { d 9�n S uth Bund Construction Sto.ZO2t00 t '' 0 0. / �� Const. AirB/own Mortar Lined Ditch R/# I Existin t Air Blown Mortar Lined Ditch � �-- - . �` CA O O v a fl - O � b o ca � o p m o v v 0400 �� jj� � L- - - - - - -> q °` �.- — -�— �- —F Const A. Dik .� - � � R .L �. — -+-•tom — /nsto//Raised Treftic Bors�-Existing Edge Pavement Begin �� �� 4 Eristin Ed a Pavement fd a Paved Shou/der ��D 'y 1 197 _ 200 i A.C. Dike ti - - - - --* _ -N.o 12 s7 w._ 9 9 9 ti Z10 South 6otim� . - 11 South Bound - - - - - -- ' - Survey �'^�— Ne� _ __ _ _ _ ,� N.0 01'Z1" E. _ _ — \ — — — — — — — - - — — — - • — — — — — — — — — _�— Surve % —� r -S' - ''--`-__ �-7 77'T cC�AC 6 - � - - _ 0/7` T,Ype "C _ --- - b _ _-* - -r - _ - - - - - TheA.T. � S.F Railway Co. Tracks h `� �'" --tt - --- - - - - -� - - - Const. A.C. L fined 6u/ter ''� Norfh Bouad o fd a Paved �K- r I o r r x � s _ __ __ _L _ q 9 Shou/del- Cons/. Type BZCur o>, r Cons t T e B Z Curb ` I _ _ t= � �Wff � f North Bound t future N ro th Boum- _ r -� O fd9e Paved Shou/der �_ r I 4" N. Gas Main - - - - - - - - ='-'=..f - 77 - -- -- ---- . . /�/ I � � o F f — � — �+� . • . � . F .a.�� ��1 f - . . . . . _ 1 T— _ S0, 9Z' Const A.C. Lined Gaiter .. I i i << < - , . /1, Cas i - rt d h9 %' 1 t � . j � \ r /� <s /-4 1 /� • NO Va. /89 t f4 V to .fto.Z00 024.97 Construct Connection % a i � '. N J` 0-f7j J �- - J p . - + 'It 11 ,• FrO�r Existing Z Lome Roadway At ma. /d9*S4.9Z to a `� .� ,ta, Q e Garrett 4 Company, Inc. _ � . Proposed North Bound Roadway At Sto. l00 f 1�9T o � a +. -f, f JVP f Z ; �� ' �' O .to: o . 1 , Wq ;, Q r O �. VA o ti p h t,. O N 44 o `) .� he o. o � N ..: sy v i h r > > v =► -C w s z > L. • . 0 0 �. Z z 2 o t -t O L'1 W O m : a ® t . 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FLAIL I PLAN PROf It! 0 P R AR.E SSANGARD 1.�`'� IUGFNE D,rflvrN CO - - - _. - .. __. - -. . _ _. - . . __ .. .. -..---. --. -.. --•-- --._--._._...__ • - • - . • - _. -_- _- - ` �����1� t i ... . -- ._- -.-. — - _ _ . . .. - . --. _-- -- -� . . - - ... .. . - _- . . -r - ._ -t - . . _ . - . - - _ - . __ - - -.. — - ... .... .. .. - __ .-.._ .. -. -- . - . - - . . ... . .. .. - . _ . . _--- - -. . . -� ..... .-. _ --._ .-1:._-.*'_p _y-i ce _ . ,�!'�"�•Y� .-_ i• - x .-...,. ._-� - + - a It 1 ✓, : ..A,, F # •t Y x � fi. :fATE FEDERAL►RONCT NO, smw MAL DIV.MO 7 CALIF. 23 t DIST. COUNTY ROUTE SEC. s �1es 0 V111 s Bd srl-?jl'f�flA • V3 3 r Q •-------------- f- - - ---- - O d } v = Q Dis . ng. Dis _V,1P. W H cc n a 1 3 0. Apprnr - - l/Sf__/g./960_.- --- `� N V I v c o N n �` N = W v _ v ---- - --- -------------- -v w = _ _" i i �i E�gi lke�Rse N�:li3l� John J. Murphy Mildred E. COUNTY ENGI ER-C.E. LICENSE NO. 8495 ac W. Stanley Allen Jr. Ruth E. r 39� I w+Mrl-xj .00 �' act' © O o o f � I o •- End A.C. Phe `7 \ rs��w y �y " onsl. Air B/own Alorler Lbred pitch K N. ` RAW c / '!ha a .:.�:s 2 H. Line D Consl AC. Dike ___ _ - - l� I t A.C.Gutter� 11 `r fdye Oaved Shou/der Exist E4qe Pavement -T w ' t 10 H N.0 12 SY W Survey �� _ 215 N.0 04 22 E. Exist. Edge Pavement 2 0 23 �SurvBy' :- t South Bound — —N.A �'�2' - — — — ' — — — — — + — — — — — Coast. Tyke B2 Curb I South DQu»d 4Survey - -_- - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - : . --� = — 6 — — -- r-- — ;^ s �- _ =-p.%� "A.C. _-- t. � CLIncdGuttei� - - - - - - - - - - - - -- -- -- -- �._ .r ._.. �' a N.0'04 ZZ rf. IMI DJII�/ft ;` _�____ r r � .Edge P®ve/ Shou/der NO Z?�ff"N aff-T A.C. Dike r r r I � f Norlh Bound Edge Poved,Sirou/der �o E Norl�► Qouhd �r T \ 4 H. Gas Main ` .` --� Const. Trpe Al Curb 4" KGa3Main - - - - - - - — _ - _ _ - - +r - -.- - - - - - - - -- - - - - - - - - - 1 -:uL;'7e Q/7 Te"C'A.C. Fo De9ioAG Lroad Sutterfd a Paved ShoO ,� _ _ '� : ` ;\�� 71 ' Gonst. for>h Gutter Eli K Leslie An ie Mitchell Hamilbur Const. AC. Linad Gutter � � I� � � 9 # J 9 -, eefia AC Pik e, � •c fid A.0 Linee Fatter IG (; b h � f Garrett Company, tnc. O �- +• O ti l _ 7' r l C r f� .� .� � _.. , r f� f .� . o f J ti I H o � o, ^� 4 o H rl, a h h JV t� 2 .� 40 12 r ; c a '06 �+ OC Z `'� 0 0 0 H o o r t H •v z a � ~ is z z > Ab CL CA6: d d W orf 4 , i i r 148 _ --- __ - - - - d � OA - S fiz 3 c 8# 28 B Set fi►t , . } }� t : s Ar � S 1/2 tsd t. 3c ; - _ -- --- -- -- - - : tt S 4 • Sta. 21 6 flev. 1 87. 17 � - t Survey Etev.�i2t. 4 : ----- O, : 16+ V 141 } - - t le !'' .� l r 80 • Z I Cd AIf cfl i - I14& -- I , min Iry �y - I , i } � I , ` } ------ 030— t fOl a , 147Y i ti 1 y I; - } _ is ,, , ,►� - o, a 1 i - s - { Bet 1Ye / ., , • - - - - - h' _ - - --- --- ii P%- 44 f - `�} � � � ; . __ • " _. _ � � � fill dyd hh } - 14 70 -- - _ � it � V6 FFIE --- -- - - . : �l - i j tai VI 1466 _ . - - - - �_ -_ -- - i— _ _ _ e � B o -- - i --- - - -- ---- - - -_ �e Al a, to S a 1 : _ ftetl�t i tN i' ���tr-�ii Srda D atrr :__ w . t - ,_ - t 4 , Aft Zl0 ,�} � St . �2 �f} _ .__ _ --__- -- � � ! r .,See h ,� • Mar A CT e'tNa rhe rte, - /{I 1T . _ 7 i to Lq 1 As redei A y fo&ee r �, t j f _ 1480 - �_ I - - - - - -- - - CQrtf ,f�r efa)f�- _ - -_. i- f --�--- ` � — - - - Ser ireet No /3 ! _ __ ___ l frtd li L" *s Q - _ - - - - __ _ - -- -- - _ - _ t. 15& Z/0 l'off At NA - - ^ -; ; _ — - -: 6 fterlSta• Ott f - :- - - - Sttt �B Z� - ti , t 1477 - ff t 1; '% �Iti _- – -- - _ _= _ ' _ -- -- ' - i - -i _ _._ _ i ---- -- -- �, : }«4- .. ___--- - ► . 9 and sta. _. _ - . __ - _ _ - -- Alm _ _-_ __ __ _. - --- -- - - --- --- - •'� CN? rush .SId AfAV-. -- , I : i f 1470 _- - - i� i I � - - ---- - :,-: _- _.�� Ed diff �- • --- - ---- - ---i • 1 a ` J-1168 rJl - _ _- titers ctioM - Cu. Etc. 27 333 203 /0 386 365 310 Z68 - 26't - _ 188 148 243 _ - 164 _ ----- -- 9 _ sheer 9 Ya:. Ertlb. 10 - Ib6 307 ,� 68 0 8 0 0 0 16 Totola 679 -- AM Sta. -_ 210 211 212 213 214 215 216 217 218 219 220 221 222 223 fMIR"414A f y ty r Y K-4 E ARi(WRG"T 2600 653 • • add •'L�!►(.1 e_+ a' wk A PTOTAL I r.n ST4TE ff4FPoAL PAI _4C7 N0. 1MfEtS � CALIFtk ISfdd/ZI 3-/26d(.�� 6 Z3 Q I— !— skrEl 101At REST ! COUNTY i ROUTE SEC- � 3w ; /// S.Bs 3-tee = SCALE /"=f� - J.5'/268 6 1.3 i �L.l --------- Disk — ----- i � A i;;;r. 'f L/9t/Sf A0 /960 . ! N H N p, ' stat IC NI. ' N COUNTY ENG NEER - C.E. LICENSE NO. 8499 W. Stanley Allen Jr. Ruth B. V) W. S. Allen Pauline E. Borgia 0 0 p r r k I r r rr RW 1 R/ry A.C. Gutter _ t A.C. Gutter) Survey N . Surve 23 225 — N. 0'04'12" E. Z30 Existing Edge Pavement 233 236 N y South Bound — — — — — — — — f- South Bound '—1 — _ — — — �r � � � � Const A.G Lined Improvement �— '� Edge Paved Shou/der�— I I `a � N. 0'04 ZZ~E _1 9 f North Bound `'' Improvement 0 Ed e Paved Shou/der� • e f North Bound • 4 H. Gas Main , 4 H. Gas Main 9 0 i - - - - - - - - - — T I - - - - - - - - - - -_- - _ - - T 1 7=r 1 ° - - - a b ° 4 Const A.C Limed Gutter e I e R/W R/w Eli H. Leslie Angie f Mitchell J. Harnilbur9 Clarence P. Blatz Pauline E. Borqia rt jcR 7 Oj 7:/-7, IV ) 2 � ' •o ti oo � c• a ao ao ao 60 0 _ = vCL: Z Z v v Z u Z Z Z i i d a d QL � d � a o o � d � d a` d I B.M."Z I -Chiseled _ h B.'M. ZZ A - 60d Spike In West Pace PP. �o. 7088 Y �h i se I e d " X " 0 n I0 Inch I s ,- ----- -_ - -, --- --- - --- -- -- --- -------. __- --- ' ft Capped Stand 47 Feet Left e _ 80 Feet Rt. Va. Z33 +03 t 5o. Bound Elev. 1586.93 ___ ` _ © - -- - = 1610 5ta. ZZ6 +37 It Survey. Elev. 174736 r-- 1569 -----.-- - 1605 -. 5tQ. ZZ3 00 RV To 5/494?j6 00 Rf �• I ti ,� i Cili 3 A.0 D. W.s As Directed By fo,;ineer 0 � ; " '�� - . - . . �-:..-- 160 156x a E 1 , t 0 1545 .Profile Grade t Improveme�l Lt Nodh eovrfd i all _ - : Droll Geode t 1&, rovemll i( f North �OUn4� _ - - - � :- 0 / ,^ Exi�tin9 Prof tenrp meat Dart $a I Exlstin9 Profile I- Improvement _ _ _ ---- _ _ 1590 - / 4. North Bound X19 - i 1945 � a'; � � a It A C. Lined Cutter Rf -- Q b` ! A.G Lined! butter R - df Sta. 8271 70 L t - 1940 3T6� r Defailly 1980 Co .I f h� � - -. . .- _ _ � i 1�0 i i- --- ' hSee Sheet No. /4 / h 1535 , ► K1, - i tQ. Z261174 Rt. t6 Rt. j 1 , w Insfo//40 L.f. ZPl CIV.P. Arch .Side Or&irr! �- • 1930 070 `+ i i f60 o h 1 ^; '• I niE MA � 5 i 9�a- h I i Cu Exc. 44 33 : 16 151 1671 I 78 2241 194' 1 86 . 7 8 . 4 , �,. Yes E t i _--1- --1-- I— - ---20. — - 62 i-- -- 8 _ - 3 � _ I 4' -- — - 13 1031 161 - - - To o s/ _ Tse --- ---- - — 3 _ ` 34 _.._ - _ -_. _ _ 2 f b sta 123 224 225 226 Z27 _ _ 228 229 Z30 231 Z32 Z33 Z34 235 236 FiR11 W"-24A .s K 4 EARK'a4 ' ��1 4�tiA 6.53 rr ' STATE FEDERAL PROJECT 00. ft IM T= S 7 CALIF. s'f88�1�Es/16d�.� T j 13 DIST COUNTY ROUTE SEC ENEET TOTAL �. Mf. SHEETS F. _ .SCALE /'- 50' 7 r: -lY6l R. � V z� APprove --k�z t_-L,> __ls6v_ > z A, 'Q• v aG •'r V chi e V z I\r COUNTY ENGINEER-G.C. LICENSE NO.�t9f Pauline E. 8or iQ �' John H. Honi Louis H. Strawser 9 4 San Bernardino County rlooAControl Districtr p 'r -L A.C. Gutter 1 /f� '{ X Begin Existing Curb I t Survey— — — — — — — — -- — — -- -- — — — J Z36 4- South Bound — N. 04 22 E.— — Z40 Exist. Ede Pavement — N. 0 22'07' E. — Z45 — 249 �, 4. Survey ; ! South bound 'a —1 — — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - CoeitA.CLine utr - - - - - - - - - - - - - - - d G t c =�_ —(_ A.G. `o /moravemeht o I -� N. 0' Z��f' ,o — — — o• �o Ede Paved Shou/der � Im�rovee1` 9 N. 0`2207~f. Exist. Curb Gutter b $. North Bound 4" H. Gas Main R 4" M. Ga a Main _� Const Curb _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - -- _ ,`` t North Bor(Ad *. `� fd e Paved Shou/der —� � 1 - -- --- - - - -- - �— - - - -- — -� — — — — — — — — — — — — — — — — — — — — — — — ExistinLCurb 4 Gutter —�� — — — — — — — — — — — — — — — — — Cons> A.C. L fined Gutter —3 r —L 20 R �22' End A.C. Lined Gutter Begin Exist. Curb Gutter Coest- One-Half Cross Gutter Pauline E. Borgia Chaf fey Union Junior College jVj I Rj -7 -//Vp D 0 \ M i O L O vti L a• V 0 0 0 = o =o c = _ _ `ct _ _ i Z Z Z v Z J1 OL 4- +- Z Z Z L Z V CL C CL s B.M.#Z3-i3 On 8" Capped Stand 95 Feet D.M. 024-0 On To Fire H drant B.M. "25 - o On To Fire H drone "� - - - Q P y P y , 6M. 6- n F r1ra Lt. Ste. 239 + 69 S Survey Elev. 1632.12 83 Feet Rt. Sta. 240 +49 t 84 Feet Rt. Sta. 244 +54 '� 1690 K j -- a Hydrant 84 fee fif: _. Surve Elev 1640. 58 � y Survey. Elev. 1667.62 5ta. VVY4 t curve P. Sta. 239 t 973 Rt � � �� :�fi• .v, ___ � f tev: t6Ff: $� _ Cons/ One f/a/f Cahc- Cross Ginter � e N 1685 i f+r - t t For Oefoi/s See Sheet Na /4 I _ 1640 `c} b b 1680 / 1635 �, p n ti � a - Profi/e Grade t Improvement t North Bound N 1675 1630 En d A.C. Lined Gaffer .5ta. 2.79 ,03S t 1630 Pro fi/e Erode Imv wemenf� t North Bouno� e ` rp At k Directed B Eh ineer 1670 1625 Existing Profile t Improvemenf t North Bound Identical Points / Q `! G 1 y 1665 1620 ' Existing Profile t Improvement t korfh Bound ' - + f - 1660 i --- f _ 1660 - 1615 1 , o. /f 4C- Lined Guffer Rf rr _ ti . 1655 T _ r , i r - _.. _..__-.__ __. _ -._., -_ _. 1` 1610 j ` 1 - t f 00 UIL l t Ifs - 160 5 t -- - -- --- - - - --- - --- -- - r -_ -� 1 i Cu. Exc. ++ 1 _ i 1 3 Zll 363 234 IZ 1 ! - - - 54 I' Yds ERne. I Z 3 23 ' 0 0 3 6 13 6 i 3 i Sheet 4 3- I Z2 2 - 43 6 , 47 41 12b sIa- 11 236 237 238 239 240 24142 -- - - _ _. -247 2 Z 244 245 246 _.. 4a 24.9 ` FOM WN NA K i E .:4hK'RGti 2v:: _ --:�.- _� �r_ _ •�,�.,--gin' _ _ .: ��- - - `- � ;. _ ... . � –– __ _.. _ .-- �—.�.��-- -.�,:.-- . ____ -s S. SHEET TOTS sTATf �oErt+►�roeuttT He. � •HEEts 7 CALIF. 3 fdd/Z�. s iZsa 11! r w DIST. COUNTY' ROUTE SEC. sHfET TOTAL w. Is►n!�rs ># r vi// j es a JCAL E. /M=f0 •�Z6s 1! P V i n n v t Z ? APR s c z �. ' N D vNOW Ranch Development Corps • COUNTY EMGINEEK-C.E.LICENSE NO.844 San bernard'ino Count Flood Control District f y V. Von Dart �,�}k �e�Jen Yen Oorl' George J. Winston � [rene r V •'e .y • _ r _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ A. _ e H 249 150 N.0 22'07' E. 1 Surva 4. South bound — — — _ Z55 _ — Existing Edge P.vcment — — l60 261 '� � a t South Bound �_ — — — _a -� — - ----- - - - - - - - - -- • - - - -- -- - - - - -- -- -- - �-) ��-/j����}►�/� - - - - • - --•- - - -- - - ----- - I_ A.C. A.C. i r : � �• — _ �' \ \ � � _—_ .,�. �.,� �,_ .ii1.� iLaii' iiL.J.�'L�� --_ �� �� —r._ —.r,- � —� � � �� r •�r .— ... � `` _ .� —— — — .,. r — — — —• •. .. �.. — — — r � _ �. — � • .. `� �� T�-ExistM Curb t butter ` ,. �T / j b q N• 0 I? 07 f, Ed e Poved Moulder Existing Curb ! Gutter .� N. E North Bound 9 q Existing Curb flutter a //!f�/'d�v ee - 0it orb N Bound H a Existin Curb t Gutter w -=; - - —� uI qg . • _ �hi.(E�y6� Chaffey Union Junior College DistrO ri' 4 vi 71111 mc cs a d o� nw d W j d � w TV i ;Bht E7 Ort Top Fi a It Bran 84 eet t. } t -_: _ ► _ : B IK ,Z8- Top fire bra 84 feet' fit - -- - - - - _ - - -- ' I - : - + Sur- 4.y_Bet t7 4 _ -- - bB* _ Srrr x.04 : f - 1 J I 1 i 1 e : 1 1 : rr. E- - i - - - i : 1 fifty - 17Z6 Rr I _ - I I , yemkfft ?if • IM 174A _- � t I i 1 : • oti�� t7T*i i , 7 ; { j 1 � t ' f i 174 7. 1770 --- --- --_ e - - - -- t ! � � •�3�' } ��af irrfr� i � � ' -- -- - �ji -__ -- - — - ,►� Ilbs 1 I a � I as 914 700 i 1710 f ; t 3 1 ' 144 y I ' E�c i s i n 'Prof i e t I►n ro em ent f ; 1 1 a o ! 4 P x s tr 1 rov enfi it th Bound f , E n4 � p errs � I . 1 t Ho Bou 76 # 1 � r h bound Em5 ing Profrte Improve dent ! / -- — - --- { I w 1695 I z5 - __.___. t Norfh bound ?4 - 17 0 i 1 Ak r i I t ; r ! to 71 _ Q i ti % / i d I i } ; f 1690 .1720 ! - -- - I 1 r � , � q I BUI 175 V H X61 � MAR' ls � • i i 1 t i Cu Esc. 26 , 31 53 61 IZ 9 9 6 9 14 ' 30' 141 { ZI Syeet 290 YAs Emb- i-- --� - _ 3 8 b _ 3 IC 41 66 78 43 0 '- _ - — _ .- �_� �l - -. S" Z49 M . 251 Z52 Z53 4 5 _ _ _ - _. _ . _ _ - - - 75 _- 25 - - Z56 _ Z5. - -'-. Z58 - _ Z59 --- 160 Z61 Z67_______D_ - w_c* No. 1I 2. FORD WN-24A Y R • � �- � � � STATE fE,DEIIAL MOJtCY lid. fN[Ef f4TJll Mr. iNlETf ' s i cauF. S•3�dTZI S/,t4B q .� DIST. COUNTY ROUTE SEC. `;ro"• ;,°I 4L �, � r � SCALE /"•fO� ............... f.. F r__A_ "jv rpm 4110qw A P ma • NTY ENOINEEN•GC.UGENSE NO. � � ,•� George J. Winston frene I ♦ i'y P uLIMP Pf PROJECT .S�A 166 f16.1? A Survey� +E South 8ottfid 162 _ N.0 ZZ O7 E. Existing Edge Pavement 165 _• � � • y A.C. _..- _.... _ � � � _.._ _ � _ _... _ � =� � � �, �: `_�� fih►p/�t�tt� � �_ `—Existing Curb � 6ut ter N. 0W'07`f - � r '� pe ` 3 • Fj -f Chof fed Union Junior Colle'e r lh6A Ole ry N V,d lk p -—-------- t41q--- ------- , i : Y .i t , I , , I F�• _ - �_. -tel_ 11 + t i t• _t t I , f 1 I a0 I _j _ I _ r t ; r j1 I i t I , I ( r } t 1 , r--r � t , I I -t I 1 I fi r t , i I t , y I I I T —'t I } y � I - I _ t � t � . . . � 180 5 t i- —f t i t t i t t 1 , { + i A 'S :t_ I I w. xrs elffrr�r , r- _l + _ 1 Y if i 7 _ I n , { _ J I I t t —l-- s I t- 795 -- � — - . °�► — —— — � -— — � _� — - _----� - __ _ ——� — - �-- - - - - — 9 I r + .t 1 1 i I , I r t f.� I 1 °k - 1790 Ia+ �I•: -, i � +_ � - - � - - _ _ . . _ - _-- --__-_ __.. __ .. _ I -- f { F .1 I y — L _ :t I 1 i , a, 1 i t 1 .,. : 1785. . __- --_. , __._ - __- - _ -' --- __ - -� _ . : � - , � a - - - - ._ _ __. _- � ---- - . i — _ I ; a ♦ I I _ _ 1 s _ a r- ,1 , 1 _ 1 f J 1 1f1 _ _ 1 C ° .tom_. __._ _--- — -.__ .. -- ._ _ - -.._- ._. _ _. - - __ _...__ .. _. _- _-._ . __..__.. -._. __ _._ . . .�__ - t - _ ♦- + / 1� - - -- _ .. _ _ -_ .__ -.. i. } + t ' Z . --__.. __._... ... __. _......._._...�._..r__-.. — — �— - - .. >.. _ _._.__._._f _....._. _rte _.._ ..�__r'-__• — — _ a,t • _ C.v. Exp � 44 2 9 8 sheet 83 4� Yap. �. r _ o � �6 �a9 Tor�t3 �,.� �+a• 262 Z63 264 Z65 - Z6b f ELATE i FL.Ak F'HOFIIE O P.R.Q R E.51ANDt.RG ' '�8� _ ,; �. CUGENC DIF.*•.6EH CO. � '- - �� f A VtZW►lwNwA i�r Yt}� n i STATE rEDERAL PROJECT No. FISCAL SNEET TOTAL DIV.NO. YEAR No. SHEETS 7 cnuF. 5.-f88W e S-!268(91 /0 Z3 4 , }} V/I/- sBd- x.00-A X1_4 YA.. CtfMTt nounSecTrotl TOTAL a : z k TEM Mitl11 j .5 4461dd /0 Yi wombAz 21 Irl'1114 . lri�.� r COUNTY ENO— INEELR -C.E. LICENSE N0. 0499 ' f NO CvrYe Arlo: eR +, x- 4 T= 71 ZJ L=/42.41' k ` ; j4ro r J fxistia f it&Okff Jliortor Litielf litcli► ' VIA 9 f0.ff Lf. E S.O. Sto. 10/j'149Z4 CA[i' , , s t t LOW Heodwa/! _ Comt Air D/own ,�/orfor 0001 L fired Ditch E Oi/Ch .!/'Lt. E is ,mss.' lJ • L� f Warp xk#As Directed I istirl, Dy fair�eer e�/h tontf. X t. �' re b Const• AC Pike ` .. t•r - jIIJ . q V eyin South Bound • dL.6 f. I9 x/dC�lP --,f'T.1�lt �nsts!/ -- f At d .lc d ata AW f70-S/raw,�D'L>. Cons tructiDn SAO 202 DO _ . > South Bo ads . ._.._. . .� . ��. NO /ZS3' l�' .R Sou i 00000 i /98 _ /99 200 4?0/ N 0'0/'ZZ"f. Z0Z ZOj ZDV f Survey fd90 Poved Shou/der f" - 'V f Survey -�— t�_��fxistin9 fT.it o INS.Poved 3hou/der � Z T.t+Y. { Ins o// Raised Traffic Dor Const Type BZ Curb Const. Type BZ Curb _ _ Ditch f ' E O./7 A.C. ''� / O./T A.0 P //O- -100 f 2J�I� t R. 1•Jp X11- y Const 0.l. - - _• ti ______ _ End Curb Sto. 203 North Bound / 98 �' fdye Poved Shou/der H 1 inss DitchY 9 k.. N•�'I4Zf"f • /9D /70' I/edieo Lone f.T./K . E Future North Bound , .` zoi N 0 /1ff w, ?q� t0 3 1 JJi�arfh �`orm . r tV _, I , ��rrtt Et ` fd9 %n 0 Poved Shouldtr ImAil/ 70 L.f. Z9 r/8"CMP Arch 19 x/8"C.I�IP. ici� o e` ' E: t N.8. At Z01 W-Ske w 50'L t. _-_�+ /hJto!/ed Oy Thr Ax t ConJt. StatO.�fOZ =-- ---- -_ j / Rt• f Irstoll 6 L,f.' 4"x/s C�ii. Art# J , NB ; It .. N. to. /flpOle,/ f0.S Rt. E S.B. Ste. 1.9P,#Z76,F N.B. Rd 100 6�97 Ah. - Z40't 7oPer To fed Just South t' f1 RtS.Q Re ZOOt69. 7 Of South Rail Of A.T. (1f I�ACa 1 { a y r a ! iE ? s t k ''yam INTERSECTION DETAILS - 4. yX i EEN H REETBU f , T � AS GORRECTIOtIS By - �L� r MOW '.-_ t , s� MAR 16 1961 Project Engineer Date Design Engineer Date Approval Recommended By Date - rower 1MN•211-A.M*.s,. Ma,a-».wsro . r k $' 'R' STATE FEDERAL PROJECT No. FISCAL $MEET TOTAL DIV.No. YEAR No. $BEET$ } 7 CALIF. S--w(Z)s CHZ68 « Z3 Sfo. ,z/,Z f 7-�50 9 !fid Carve ve Onfv ur l'a' L S.,Qo! P rV -Meet fx16111y 10aynW171 7.S'L f t////-,66W-/90 -A o ,e f`V. f/iyh/Or7d Ape I� /t.SO {: I MET. CouNrr Rourc $ccnoNcT TOTAL E • c ,2-97.8/' Sfa. 2/24/9. 73- -90.2.1le�5N. vial s.ed 3-lam8 23 T- Iso, G- /.�9. S' °� ,�` Meef fxish'ng 6 e /Y*h10 7d� e #{ x 9 Syb .,23 .nrMer�M.r .. " 5* /o 01.4fv .V1,1-1 ri peerof Dest� Sfo 0��/.37 ►� h i uYu ;oat u�k we •r COUNTY ENGINEER-C.[.LICENSE MO.&ON �� B fi�i�r -�3`r,2T'C.•�fli:°4r�'�i � �: - - {- JA/101 — ,�`Air B/oir17 00/*/-Li led Difc/� _ Co�sf Air Blown �l7or/or Lined Difch _ - — A�/e o� f TN Consf A. C. Dih'e - 4- .S�fe Ni9hs�y�bu�c /90 �° Je South 6�and 0 _ ,ZID FA ,Po�fe .f8d -f.SO NO%2'.�5"/Y .Z// _ ->f D z/ _ .� 0101 - _ /�►- _ �.�0 i _ �Y 0°Q�,t,Z".�' ,E��xif/j��nd�f x Sto. 000 f} .e r LSrrvey A/0.0/',2z E Jel4h/od ore ;�. b ,50 h � /.�'Toaer�To �� fx�sting Poverne�J ,r The A.TO SF. �Poi/woy TraC/YJ pi,!'e �0' a 0./ 'A.0 Cams>Type B,e Cvrb s . x . .PiP To �c,�'off' 1190 i� Bcyin Co�►st. .4C DiA'e,sto.,t/,Zt.�O / . Curb Facc/T,C1 N. Sta,Z,G��,3K6,� ' -550 f.,4.5 Ravi 100 ,� /.S —� E T. ��th 6tound r� _ O 4 , _ t50 .2/.Z .5.5'�Pf�s'Q'•Sfo. Z/ZDW PSPC t21315/.BZZ09 9Ab -th Mund� f50 Z/0 tM N 0012'M N 2// _ State Hi hw $Foote/ 0 tS0 .f0.3'ei fg S7 A-fC ,S/7,2 9 oy 9 F.AJ Rah ite ,5M l00'T�ver ---- 4 ',�+►� r= pZ.3:Qt f N. Bd.Sta.ZI& 7j/6---------- N- /,retLNed 451a.,X f99.73 ,Z30'�Q — — — — N �33.06P.O.T I N&Sta 212Wa5 �Q. —._- A. //S — — �i-Cav�sf Forth itch 0.17'A.C. Const.Tye AZ goo• b A .2•w.5 f /- o/'�.5/•�'B ZW 1b. - — — _Co uct AC. 1 Golfer- Ori Ztm Rvo! /roan g`/t/f �9 SA7 Z/ r4W —— — ———-- — _ _ _ �9in .l C. DiiYc Sfo. .e44 9t, 00- 46'x'` d t$� ' — 1 t(� / .�D.d.2'A:Y o>r Pt 79. 5VVit' Mb: ,2/-0190, —_ . Ehd 4.C. Ove Oa k7. Trod. F�,� N.&� 4 Pea W9./.I' i4'f ~ 69',C/ i ra P.OT. N6td 5/Q.Z/2t,�,2f.1L P. C.--300'�P. Curse 106T curve Sto Of96. JfN.Qd. Sfo Z11-499M T= T7.Od• Q► c5*. O(77. 09. 5 Arch 4'.P AVo� /. 73 ,Z07` f,50 208 11.50 - .209 /.AD'�P. Carvo El'/0�'/f'.Z '� //,Z 99'.P�'� _ + -9 North �%uml A?Rt 0 N.6�d L5'to. ,ZX 99. 7.7 Q=&106 WW w itE.�fi/o�d.4�.�iAft.40 I ,ZO'Lf `x /,2'� , d N9d &a Z07t077S- T M.9/' — , m Turning Lore. L • /d0./5 � • E r. �t oi' coo. 8� Al h On TM NB Q11w a7* fes'A.C. 0& 01..10"W.T. Winnman /.Z'�`�f.Hi ,b�'sfrc. 'r ffa /y96./6 ,. TrMw fin/ Coiaf ryw Ae CLrh Q/TT "B"A.0 -- O.zs'r "B"�4.L' �cyiri Co�sf /6o L� a r� ya O.ArTa ,q C c. 2><30 INTERSECTION DETAILS F ; �clevati� E Niyh/?11701 Ade : SR1pKri1 by s'C/ass ,l mise rOwrr - HIGHLAND AVENUE • _ S BUILT JZV7/O/"V �I'A Meet 01 01 r'0101.ON ! 8Y `�u ll' Tr ><`.�A ,&lx;I Ae. S* J&W ` i ,01 01 v: � �. Ab Scale A Or dAwe .S& .#X.AC 4 BAR 16 1��# A { y -Y a U W o " Project Engineer Dote Design Engineer Date Approval Recommended By Dote .y FORM WH_23-A,csr.on "W 0-99•M s►o `+ a . <, •.►.11. STATE FEDERAL(•ROJECT No. FIOCAL 5NCIFT Torts. DIV.NO. YEAR NO. •NQETi ., CwF. 3-3eefZ),s-/Z69K.9) /t d3 _ , AC %Q f . C / DIST. r�U1fTT RoVTs D[CTIOfI eM[tT ""at" Co vers, �c�r� ar ci.�� o Z9 x,�' con � fo .Sfd I�i�o In/ef' Ccvcr 1 � 1 all ,so , - - - .11 x L _I CaVSc. r _ mow - , E X 3�2'x 3,(' �C�o/✓� I i County Enginetir C E. L crnsr /I►b.d¢!Ci (Scc Shlecf _ M aoc OMalN[ER CIVIL KNOWEEN--LIC[NSR SD!!� s PROVED D i I I dlfch I i A � Alev-lh 30 W1. ry 1 r I \ I I \ & Nil/ �/x� ' .29 X Id" — —_ A+dsho% Fis�nst a��d co +r Fir-s,,+:h+�►�/irs y , 3 ; I +c Vow*i U�6 ays A*A*e 6cner4I APfas%/ r i� P / - -- -- --- - - - - - � Nofc: ,�cinforcinq To Conform, To \ yt Y Std. Drop fn/et (See Sfd. ' Sthect No. 14-30) . , 04 keinlorcinf dors Ud r _ s t/n/css Othcrr+ise .S,rxci icd .+; '^ TOP WE SV Note: ,ecinfarcirxl To +�`onform 1'0 �� - - - Std .Orap fn/et f fce %ftd k ip f/ 39.0 /02,4N Ylf N a Y I ♦ , t,4 t F ; ♦n /¢39 y6 6" f14-517 66 3 Yz YF �f L. 29 X/a" ,Z9"x/cNt1 L i E/ev. /¢39,00 • ? ��. P C.M.P. I C.M.P. �9rch r . - ri r t b "x '' � Z /B"' I I Arch. i �p!3��,¢ �� ♦ ' >; - C�1 Alp I I Inv E/CV i In/ct EL-v.- k a h. 1436/ n 'a I I � I . l z X M . � I / C✓�P Arch I �'� �� ,- .. SECT/ON A A " ( '/e v. /¢3.5: 6 t ♦ _ d { t Vlf w A-AE/c% /¢39,34 Ne-Y,of x219 .X/d /¢39,/B k 16x3/Z 1,x P. Arch. I — I ai I I 6" ,S 6 I I Inv f/cv. I . 29"x/d" _ yy y 4� i I C.Af P Arch. t I I �x.37♦�� 4 �. Inv Eley. OWIGN Dur. amAL NATE / it - • t W On*,ed Structural Details `.; I `' I ,Zq x /� ( I \ tea- � +r:ati-1. .e1 r•�t � �� , Checked By Traced r-Go ` i X/B" I C/hO Arch I I ( t Reviewed I Arc I 1 I tamedf/cv. 36-17 Supervised by Lp a RecommendedI I I I I I CMP Arch V/f# B-B C/c% — JIL. _ S f " EY c X, /X\ JIJNCTION BOX _ S TA. 203 02 RT N. . MAR 16 1961 - _ Sco% • /"_ /'O" L. ♦, -- :, vl,Epv ' - DROP IVLET - S / A. 2 0.3 �O,Z -t NED14N ( B� C.co. z) DE __ If 01 ' � IYINO�e 5 TleUC . Sco% /"-/'0" . Project Engineer Date Design Engineer Date Approval Recommended By Date io*m WH-Y3-A.pr.sq pm It 90 OM Oh R F R STATE /[D=1lAL P*WCCT Me. FIOCAL *"9VT TOTAL DIV.No. r[AR No. MI[[Tt f I CALIF. 5-54660, S-1268(3) Din. cou"TT ROUTE oN tT toTwl .Z Cb/,C. COVCr.3, I�c'irl�orcin fo . V/// s-see S. Bd /3 23 n s'- ConVor n /o .1t0, l�io"o k of Co k-er - V t Sec .Sfd. Jh en1 41o. X To "o op_ dv� .A ICT EN•INttt �1 •fel \ T Q .....,... A.C.4,ned Dtd, - r--- - o I I County En9incci••-C.E.L ic.Nb. 8495 P. I C. Arch. Ri Rl� I I SRI OE FSNGINEEiI C.IV1L ENGIN[ER—LICCNHtfOH 3_. k-ch Jr AsPwovt0 • \ I tx • ¢ t (Se S t -- - A.C. Lined Gutter I -M . - FA - s t s ` Note: Peinforein9 To Conform ,Re To Std. Drop In/et See Pz 41Y ylrx �. • _ Std. Sheet No. 4•50y,e . AM101 'h E/c►! /¢94.7/ � Go ' /4 .43 • 14 Li • — - 6 I Lip C/a v. 1493<7.�--�_ L .r. Ne: Qeinforcin9 -.vee/A// 04 Born , III - 1 6 I With ,Spain? As Shown. f. Inv. V. i N 60 o CAR. 6-rh 4-41 ,f TOP VIEW ; .;t 'I VIEW s- Y. 6n � ON a ' 6 / / N 3 x x 2 Chia � _ S-D -d x0 4 k 1` • y — —A — : J M ' Y,• b' % � 6 z9Nx/8" � � ,29x/8"' � . 29"x/B" t. • 29x I I ' f. I C.M.P Arch 9 S S 1 Inv f/cv. } J I v. I P/K /4 92.25 -11111inM OTR. MM AL 9AT9 Structural Details - Che led By Ar(,• VIEN T.od 5 -A� Revi ed - -f by OOovaieoommendsd � V/ Q•8 l� C,C,U, �,�� SEC TION 4A . B. TJ IL BY /0, �� A — t 3RT. MAR t ,o. = ` Ai :a jOP INLET -STA. 215 -A63 NE9114N 111DEAL L STA _2156 3Y . Sco/e /'-/'p" .Stole. /"s P-0" 4 eC TUCE/ Dg l UDZ7414 5 Project Engineer Date Design Engineer Dote Approval Recommended By Date 8 DWG FONw WH-23-A tsT su ss+•1 less s000sift • /TATs; IRDEIAL FIIo1SCT RIe. FISCAL SHAT TOTAL i DIV.No. TUR NO. Nf[LTS a' 7 CAUF. 5&W--J> Jf-I.Z6x f) Ly ' - • - DIRT. OOUMTr ROVTt Swwr TOTAL `.. .• �� �r � • .__ rrr sed. .,Z /¢ z3_ , '. x r 1MM U"GINEER CIVIL [NOINEER—LICKPIS-0 o fxistinq ZZ'x 1_rC•M A Ai-c Ar�e�Sf 1D- Z,&2,,.., �r4jj` `' I Comfy E,n�ineer' • C.t.L ica��e• rrss ' . D24IM46f 46_0I?Y1ff1ff,4R Y a Ration CS /' f/ Corr. Me to/ pi• Arc L in•Ft 6or�r�e f/orrd Drop rt or Cl. 9Yr Soto D C /p Ol7 29 x /B .36x22' 4 x Z 7 cod-cm Inlets tr• Exc. r A.C. Lincc/ I�fch `�j . �✓aifh ZO2)470t B. Instal/ Cross Or'ain J49°.fkeiv 6 6 /4 Z ZZ / 203 +01 N•0 Intsto// Cross Groin .�O' S�Ccyv 70 Z51�d 0017 COper"s { 3tO,Zit N.� Const. 01 Lt and Junction Box Kt 3 oZ3,et.N,6• Instal/ Side Groin from Junction Bx. Rt. 6 /¢ / / A :o'opt Z04-oe6 butall Side a-alh X1 240 14 A I b � t 3 11$1497// ide i 20 4 B 6 0Ad-f Instal/ Side Groin 2t• ZO 14 h 20.900/O nsta/ Do b/e S do Ory n L 4 4 /S 4 8 /2 t9/ Into// Side Orajl7 Left 66 /,Z 44 ZS �.f /*43 H h�l�! Instal/ Cross Groin with oto/ End,Scctiav7s 9.Z 14 Z .�B ,29 Z/.f,165t� 40 Into// Crass Drain Const. 10 Lt• 41 dw/. set• J46 /4 / Z4 /B .�.3Z Z20 AZ3 Instal/ Side Groin ,Qt •fI!J /4 2/ /6 ' Z26 t 74 Instal/ S/dc 40rain Qt 40 /¢ /7 Z/ ZZ7 t 70.44 Const. Oro In/ct in Nedron / 0.69 ' / : 23.Y o 46 I175ta// Side 01a117 Rt - 10 /4 6 1 ` Qeinforc inq tO mnforO? 21 t60 I /l Sidc Drain .?t ,z0 /4 tb Std. Drn� I///ef�.ke 'I'� 1S/tab Insio// Cross 0/27//7 ,�3".f�t'cw. Coast. D.I. �P�! 44 /4 /4 9. 7I / } I TotoJs SZ6 4B 6 3 So. Shut Ab A,SD). l7s .�'/! /0 ,t6 9 .. 4 100, 4 ` i9vide Marxers en S•506(2) wio'o MorKcrs -S•/26B k Curb ,fvinmory •�• t. N /c% 3¢ X /n' i Y o Lt th '�c�. r T e f G J K C.M. T E f K C.M No. ZO Z6 / .5 4 No. IJ S3 9 3 t P h f /3 D .5 7& / - TO fa -fe Tota/ 78 :: '� .4-211Ww) .SO 2. 73 r - - _ 6uttcr-- .x'33 ' •��'-; 6 Q ` Lip Nev. Iss-�3 Toto/s 14404f 93 64 F ` 14 ez„ I X/3 �. a "F " GAIR Arch : . 'l 9. Y/�W � ;'. -- + 6vtttr as dirttfcd by fngr fxisfi�q Cross 6yfter E n i t s 6 z -0 6 xponsio .,b i� 4. 3. r s f Y• E J 6"x3%z`X3/B ,L (4a/✓� L `� ALAN ' 22 x13 , 1 �' I A h To dux f rG a Exist. x/ Trnwc/ Fii7ish . . ; . ' W • s • - - ` VI.g)v V. OR+w @eo]ted BY 1 1r �B C.C•D. �Z � _ _ `�_ —j �: ,. ;: , ..�..— , •� .! tieead 1Nvie�ed •• y• ::-' ••-: ` .,•e �.. -e .: ..e .,� - %~ �- -. .l�,rr ;, .I ,�': •t �:- :.• e /yP� /�-2 Nod) Curb •�' .� 1' j 1. 4 ' 9 vat R aom�ended '"•cbechw ,Sec. D-B• �"9 BUILT i B Gloss B elf' Sca/e:P" =0" e. �wd� f } VAR 16 1961 , dw t -.{ •. 40.* 1 O/ /VLF SIX104f/PAOO INLET — ST,4. &T-470f . y � . . C&re and cra.�es l utfcr minify s� .� f�►a. AND41 j (IN MED/SIN �� a e. M/SC 4O�MINAGE OfMIL.�` 1a e Tl { Project Engineer Date Design Engineer Date Approyal Recommended By Date D FORM WN-l31-A.a?.op.WN a w wM STATE FEDERAL PROJECT NO. FISCAL MEET TOTAII. DIY.NO. YEAR Mo. S"Ra" 7 CALIF. S:S8B�.2� .9-IZ6�B�3) /.S 43 i Z" qI INN MET. COUNTY ROUT[ e[ca ON eMNo. TOTAL SHEETS a @,Z'-O"f Ull/ S'. 5d.. d L-( x34x x 6 Lip f/e v. /70 7.66 GLTRICT[,aM... IT vile. *4 Too S/ab 6 6"9 4� f. wr►wov[o /Z"Y 90//OM 5/ah I County Engineer -C.f.L cense No. 9493 3# IO DR MIDINTER CIVIL ENGINEER—LIC[N!t 0 I � Z Std. Co Covcrs i SECTION AT 57-4. 2S/*3.3.5 d IM24- /,- &-E'Q. . 1 I scale:/"_/'0" f _ N0 �- -� -- - ---- -- --N ---- - - - - - - -r- -- - - - ---- - �� - - -- - - - - - - - - -- -- - - - - - -_ - -- - - - -� y- . ` h - '�: I i --- Section , I \ S 3 .: Skew S' L t \ # � I f DET,I/L OF 1/ELOC/T Y RET,4,eoEe5 scale Z } _ ALAN men- P/on lei Ilk 7 g' ,Nev. 17Q9, S3 Lip'Ne✓.� >~ - - - _ _ _ _ _ 2 Sib.'COM. COYel-5 a /707.86 ff/e v. /707, 6-S I 9'Sfd Pi 7"/onq 6 I &F 4 .0 1 :+,� r L i E/e v®Sf42s/fz/ I Normo/Curb Sect. + I<--,e/c% /707.00 --4"x4"x P i ----- _ LSP f/ev. /706.86 t p 1706 B6 `> # ---------_-__ -51 i ■ ti =L Arch Inv f/e>, /704.0 i r, I Inr.f/cr. ; r s I /704.04 �- J - 2 E/cv_/703. 0 _ - - - - - - -- -- -- //ofi Of&W 3C 1a GP S E h Ey 1 h,i z r SECriON 4T STA. Z-51 *21..S' r e fL EVA TION Jro% /%/'O" k Q1eC�AC1 ttLL'' z tt9 3 et+ Ch tima 1 LET - 5 TSIZ.5/ -IZ�3 . �DPO.P /1/ M �D oval ReQommemd x AS iBUILT r 3C CORRECTIONS BY ► 42 k' DATE MAR 1 R as _ V(f TURjf A0,f 17A IZ�5` AIIINOIT J17R Project Engineer Date Design Engineer Date Approval Recommended By Date y1 wc, No. 112. i FORM WM-29»A.[sT.ow*"*I H-N we" M• STAT[ FEDERAL PROJECT No. •'KAP s o. TOTAL Div NO rtAR ftNO. i aMk[ a a " CALIF. S-588 2) Q — 3 " 2 3 " To accompany plans dated yey s}� /Q /�'0 1/4—• — �q 1/43 -� D 1 " � _ _ _ - ��`•' I /4 1"Cham f �2� -6"Ion ... ..... I"Chamfer 1 a..., Te.• . . $ 1 Dimer. Court+► Ro .t t.Crgw h rrr.• " Cast Met Plate $� s _ T 3 Frame J n a•f �� ��h I ; to be nlehed by the ate .10 4 7-4 9 7 -- •--- -�� C� '.o i #0oe *3•.• I i Approval Recomrrt•e Glpe , Q -'- iv _ - l-6 long r 16' D tate Highway E inear N C D/ ) t min (Alts e e e• Q - - I - f rp,evrd — October 2S,1949 - - ' t _ a '. verrtent I _r /2'bars........ S ur fact-ii ! - J 1 -- -- - - _ — _ - _ I - - - - Stag Hit wee IFn►/nee• C vil E nor. 1 Na 7061 ,w •+. i ^_}^ --'1 — 2, 00 . - - aloe box Cap Be�led Edge to SECTION"c-c" SECTION"D-D" FRONT E V. DOUB HEADWAL FRONT V. SING EADWALL ECTI IN, S LEANT L - - - A � I -6•val.►ani Standara Pipe 1 2'-1%4r -41- - 1" COVER DETAILS DOUBLE ADWALLS - _ Loosel t m cont-et • . Cl t f urr�tshed State ,L I N ►-15 lel" V e eone. -- of 1 oile '/2 el C - oss S Concret _ 6 SwC ppr,ing I 1 ------- E n� ci a `- I _ " pp Sin le le L" $ I. I $ Dbl. ' w I "4 fV I Opening .� 9 .d �- '� -.�_— I 12 4 -0" 0 2.0• I 26 x-42 0.63 • v DulkhlOC • r CI.D Concret 14 o. sR+ooth v i > .� /2 bars - �- a ' . - - • ' • • with relnfor beods. I i _ i o I _� I - -- - \�^ IS 5 " 7'-0� 2'-6M 030 056 0. l4 smooth poty.t r B bars I ?— o o �• ; ��� I le` 6 8' 0 22 34 Q64 I I _ -r w r 1 T— I I —� C �' I I D �� S� I I I " • , r / , d - e nfactn Abp I '� •. _ re 7=6 10=6 -9 29 43 0. 1.29 9 S. f2 bars•' o I I I - - - - T ` �' /2 bars" rc 9'-0" 12' 4'-6' 35 51 4 1.68 15" Pipe I C bars to w - - - -- - — - - I or 16 Dia,. - p ---� '� • o e 3 1 �_ �4 D /2 b , ' 36: 10'-6" -0" 5'-3" 4 0 1.56 2.I 1 15" - " t e Bar Rivet a N �. - 42 12'• 17'- 3'' 6_-0" 4 67 1.90 2.59 - Tape d oval inlet ...4 long Castor l - �+ Welded Into frame I I I I e e. 'R'.,n o.*v "d _� 4g 0" 20;0" 7'-C)" _ 77 238 3 TYP A TYP B 2 0 6 _ " - ------ Is �� X7,2 9r Z 7y2 9• 7 5'-6" 22-3" 7 57 85 2.79 6 _� fi '• FRAME SECTION -2'- - 2'-0" to where D> 54" se standard wi design SURVEY ON PLAN PLAN DETAIL "L wall ities are veriabl Normal Edge of utter --I 6" "� 2'- 0 6 + � 6 D+12 2' 6min � 6� — F T ELEV HEAD WA SE L HEADW SECTION B-B ELEVATION &SECTION A-A Quat,t' s arebased on t of C.M.P. max. . PIPE Ei�T H WALLS 3,,�Copper wi long - -- - DROP INLET WITH CAST IRON COVER � Q 41 Earth B fill, Gr d Surface grade �► - rox 3' -•I t— - - '�'' �* - CM 2'11"- i ---- --- 1 7� lie 3" ; YPICAL CTION C --- Handle . '� d i i ro o 0o E Q I I I B c �D 0 R , I! t L i I _ )t bar,ends c Llapped 12" iL:4,... �, c -Pi e-- '° ^ wrapped with 6 0 1 C _ 11 , I 1 p °' O° " 14 wire " D �' •�'=' • Cemen rout 24 or a N C 1 �� 12 dia.- 24"Ion M.P. m ' "abarsp6" Ends Bulkh ed ''. St Band Coupler w 1 o I I c c both ways 1, ' . I �- ,I f .. M P a a Inlet N I r 18 I �-�---�-- �- I x pe g•• D I �• 6 Gauge u ge C _ Taper - � 8 pening. - -_- --� - SECTION SECTIt +N " c -'-----------� Cover to be made in two sections ,\ % Cut 3"x 3 op ngs 4---Letter IqTOutside Sub r Inside SI, de - one face on_ COVER PLAN d 9 for urin routly - 8"or 12" ` - _ o c'or Area ` Are R ss to be y inch Downdra• _ -° "�°i Q 3"t �, �'Pr N DEAD N Bulkhe r 1 . MQ -1 6 3`0' 6 Ver Length of cover+''/i" � � ��•�� � ,, R/W FREEWAY ESS ,x• p K4ON6ME PLAN END IEW 0M C 3'min. C FIEL JOINT F SIPHO I- _ y Approx.2 ENTR CE TAPE I d I N Outlet pipe ng- No SlipJo' Side V • .; � i 1 End o - ^ , I Opening-�,� ,E Ew ` Outlet p' 6 long when Ip Joint is used �� �`�o�'f D 0'to 15 Fill 15'1 Fill 30'to40'FI 40'to50'Fill 50'to Fill 60'100'Fill to80'Fill Wio I I N I "-'---' Opening �6'` i Size Size Size Size Size 2BBbars -- -T " E �, �. 0 I e p • c B SDacn� SI 2 0 / "/ Note' Cc cession caps Ills to be "�-- '�� - o ` sa dimension tim as struts C UGATED M L PIPE -A" bars_... " r 1 " . " "4"x . r - i i I c c Install to pe 12 movement' Der to be Dougle Ir common 48" 4"x 4" 6'-0" 4' S'-6 4'x 4 4'x 4" 4-0 4 5'-Cr 4`x 6 4'- 6 3�'6 2" i Pipe o j i '/z bars co -& I " taper- t t 54: 4 z Y 6' 0" 4 x 4' 6'- " 4x4' 5'-0" 4'x 4" 0` 4x4" 3-6" 6r 4._O. 4.x 6' 6I,T . I I I "bars v, 0 pe no gated ,� 60 4 6'-0" 4"x 4` 0 4x4' 4'-6" I 3 1900 d Sol - ' I 1I `. • = c`no 0 8"C.M.P �'P 6 4"x4` 6' 0" 4"z 5'-6" =N _ _ d Band ler l,� ` a 4x4` 6;0" 4' S'-6` ---- N 4r `� �� per sills �" /� Q " �.' n ° • (� • -• • 7� -t 4 V'- 4 x 4- • ; Pipe char to be placed n � 5-0 s led or ordered by Engr. ' ..; \ \ C 12f el Or°n '' OnhnuousOlt ., � 8 84" 4x4" fi D+ 12; 3' 0'�2"min 6" ��- " ft, even 90" 4'x 6'-Or ./ 8 C.M.P Dow in '' grained wood _ SECTION B-B ELEVATION 81 SECTION A-A � 7 j "►, 1 "a IL"4 3 1 _ shown i 8S 96' 4' S 6 2 U Bolt handle ti ound Iron.... e t••..... ELD ASSEMB D PLATE CU ERTS . '• v to be recessed In .�,- - -' . V¢ U goitHandle -.—� Ilarof 2"pipe Lo sill 0" 4z4 F' 0" " 6- 0' 4'x6" 4' 4`x6 3'- 6" 6x 4' 6` 6'Y 6" 4- 6z6" 3'-6" 6z " 4'•0" concrete cover ' " 75" 4"x 6' S'-0' 6'x8' -6" 6'x 4'•0" x' i . .� . ^ . to drop in recess in cover ! /2 R ( i nuous)� 4- F'-0" xb 5'-U 4x6 -f'• 6•x6" 4'- . Collar of 2" t 90" 4"x4" b 4'x6' 4'•0` 6 5-0' 6x6" 4- 6'x8' 4' 60 6' 4'-0 8x8` 4' ! 6'x3V x 3j•An le Iron - 1' - _ `'1g Hinged Screw mp . x6" 6'x6` 5 6" >rC' 4 6" .0 9 .... 4%2x8 Plate - aid 105 4" 6"x8' 6'x8. 4-0' g- 4.•6.. x 4' Anchor bars welded to Cla ar " ends of Angle Iron 4 Pipe Sleeve bo Weld 120r 6�-0" 6x6" C 6'x8" 4'-0 I�g 1 0 "° Cable z 3'-6- 8"x 8" 4- ^ SECT ION C- C HANDLE DETAILS I - �- 13 ' 6;r6" 6'-0' x6" 6" 6`x 8' 3.6" " 4'- 6" RUT DET S 9 16"Holes - 10 e`A o� � " " " d a s E"x6. 6' 0 6' 4' 0 8"x 8" 5=0' ,8 4' 0" -•I 6' 1- - -� Y .d • I65" 6x6.. 4 6' x8r 6' 0 8'%8" DROP INLET WITH CONCRETE COVER =�" ° oslr.a'n °'ate • — - r t I t ��" :,I r g 0 3- 'o eCbmps cat e .. 180" 6"x8" 4'- 8"x8" 4'-6" 8'x " 3'-6" D op In quaint les,Inlet openings not deducted 8 / ate a a en ordered Based on minimum dimenroons 3"- - �- 17 �' by the Engr. _ N� CORRUG D METAL IDE AND IELD ASS BLED PLA CULVE S I" ALTERNAT YPE A � WChain Link o, ST T DATA D "A" bars "B bars "C`bars Steel Cone. � , � -14h"I D s/8 � Ing No Length No Length No Length lbs. C.Y. ALT NATE TYP B 18" 10 3'- 5" 16 2'-9" 12 3'-9" 86 0.91 15 t 24" 10 4' S" 20 ?' 9" 15 3'-9" 108 1. 10 I-f I STATE OF CALIFORNIA , �`0 DEPARTMENT OF PUBLIC WORKS 30' 10 4 II 22 2 9 16 4' 3 124 1.30 CL P BAR DIVISION OF HIGHWAYS 36' 11 5-11" 26 2'-9" 18 4'-9" 154 1.65 15., I„1 Note 'D7- nominal diameter of pipe yy � '_ �, �>. D ILS OF PIP ANCHORS STANDARD STRUCTURES Steel in cone. Cover and angle iron not included in table. 1 " Angle Iron over end opening,when required, to be paid for as '' 5/g� Steel Ladder Rungs SPI LLW ASSE Y AND N DR PIPE HEADWALLS -ETC. neinforcing steel. Fill space below invert of pipe with to be installed in boxes with concrete when directed by the Engineer. depth of 3'-6'or greater ,-ast Steel Changed Rev. Auq 1958 Rev. Or_'. 1957 lee'. Jul 195; k'ev Sept 9,,.' Kev Fet, iW) / Rev Apr 1955 rev sec t,,� 1954 Rev Mar. 1954 Revisea Nov 1953 A� 50 See A-70 A-71 See A-r9 a Oerdrain Hdwl Coping N to Cast Iron Elim. Galvanizing Entronc..e Taper Survey Mon. R 'W mon ;namfer Hdwi. Duantltla5 Revised 4-3-52 i t C+� n CTIONS BY G,4 MAR 16 14Rt - `NL 0wc� No. 112. %6 o Z LLw STATE ►totwAL PROj1CT Me. FISCAL amatT TOTAL OIV Mo Ttww MO 6"Reve CALIF .S'/168�3 -117123 EXCAVATION BACKFILL EXCAVATION BACKFILL EXCAVATION BACKFILL To occompony p/ons doled A414— 11ez f /D /96i� original Ground Original Ground New Embankment Grading Plane,, Roadway cut before Bridge Construction DISTRICT COUNTY ROUTE SECTION `"•" '°*• f- Original Ground- .��. �--- -Plading Y/// SBd :�8 /J► 2.3 -- �+ Pipe Flow Line Pipe -t - - - - , , 'Roadway or DitchFApproval Recommended Excavation _ Original Ground ✓ T T--1Gradin �'t ' Ass► nr tote H hwoy Engineer Bridges— PIPE HEADWALLS g PIPE CULVERT IN TRENCH When concrete is being paid for as Class A Concrete(Minor Structure) Embankment place before Plane the costof Excavation and Backfill is included In the rice �� 'structu►e excavation .s made ELEVATION A istcrnt Stote Highway Engineer - Operations Concrete( Minor Structure.) P paid Stir Class A � Slope or� CULVERT IN TRENCH RoadwayGrading P!ar�e _ Grading Plane T wed urge ,30 /960 Embankent ell � �'� �- Grading Plane ( f- Original . \ D D Top of i3ox I I ' _ I 'h- _ t Ground -1 Roadway _ 1 i� Stot Highway Engineer i ;,w Excavation ,� _ Engineer License No. 5 -�-�_ Roadway �� New � � ' `� �z `� `, � � � � `�� Ci I Engin 594 - Embankment I Embankment - <� _ •t - - - - - - ., • � � \ _- _ • " - d L Ori incl Groun , ' ` See Notes - =� Gradin � II 9 dor _- ' ' _ �` - Plane g Grading Plane - -- C C A .I D II I D original Ground T T „ A i I g PIPE CULVERT IN NEW EMBANKMENT Height of Top of Embankment Before Excavating for Pipe CULVERT IN EMBANKMENT Shall Be As Follows I,� I�� I _ ��I B J For pipe 24 dia or less:6 above top of pipe,or 30 max. _- --^---fr- --For CM P over 24"to 90"alio.. 30"above bottom of pipe RETAINING WALLS - - - - - - - - - For C M P over 90"dia � I/3 point of dia above bottom of pipe j Paving Notch., For R C P over 24"dia. 30 above bottom of pipe p p Note If no roadway excavation is Involved at the wall B P I I LAN Side Slope Grading For field assembled plate culvert: I/3 point of dia above bottom Structure excavation will be measured from ` EXCAVATION BACKFILL ' __� Roadway of pipe Structure Backfill 6"above top of pipe the original round ' I ' -1 or Grading _ 9 9 -1� Plane _ Embankment For payment quantities excavation and backfill concrete pipe T= min Toe of Embankment Original Ground - F wall thickness as shown in A A S HO M 170 for ClossM Pipe,Wall A 1, -- o C P T= 0.00 +� I CULVERT ' G ound Surface at time - B , EXCAVATION BACKFILL Ss made excavation \ Rdwy.Emb GRADE TOP CULVERT PIPE CULVERTS, RODS a DEADMEN Roocwoy Except Underdrains 8► Overside Drains Q' Excavation Original Ground Finished BOX CULVERTS \ \�� Slope P CULVERT B Grading PI one or - p i Normal - - Original Ground Original Ground Original Ground Steepened Q. -� I' -- i' - -� 'I- '1-- Slope r-- F- -� , ':: :• • _ Slope j `�,, PLAN OF WING WALL I II— � . a SECTION A-A SECTION 8-8 = \ When bridge piers are in water course, quality and compaction requirements Toe of Cut at , . - - - = EXCAVATION Roadway �� � BACKFILL for bockf ill will be waived and ful I compensation for backfilling the excavation t5. Finished Grade - ' , - Embankment PLAN will be considered as included in the price paid for structure excavation. NOTE ' Slopes and dimensions B Original Ground Flow Line may vary to fit field Gradin conditions PLAN OF WARPED WINGWAL L ; Plane g Planing Side Slope R Emb. Plane or Grath g i". EXCAVATION BACKFILL min. � • E XCAVATION I' BACK FI SECTION A -A 2 min. -- Finished Roadway Plane ' • , below Slope Excavation original Ground % Structure �► Original Roodwo �' i irder - 9 Excavotlon ,Ground - Embankments i Grading - SECTION A -A f Stricture Plane - ITI-TIGradin - - Backfill Culvert ; Gradin �— Pune -T �� �- -�� Culvert - Plane - --- ,0 1 -- T � ,' I Flow `in or as shown SECTION C C !•# : , -� rI �n I �1 .�� r _ f e� on details I 1 - Culvert O g o \ � I Roadway ABUTMENT IN EMBANKMENT , ►- Culvert Original Ground y or Ditch l �� • Ground Flow _ I ' - Excavation SECTION D - D SECTION SECTION B - B I' Ground Surface at time RECESSES AT CU structure excavation Roadway CULVERT INLETS Structure WING WALLS Roadway or Ditch Structure � � is mode Embankment When concrete Is beingExcavation paid for as Class A Goncrete(MlnorStructure) Excavation Backfill the custof E xca jation and Dackf ill is included In the price paid for Class A Original Ground NOTE : If no roadway excavation is involved at bridge Concrete ( Minor Structure ) SEGTIpN 8 - 8 Gradin Plane_ g Structure excavation will be measured from WARPED WING WALLS Roadway a the original ground. Itch ROADWAY PRISM • Excavation Excavation -7 _ `� - - �,,, -+ I't- ... I ' ►- �, I � ,.: I -- ,�_ Roadway_ __ _ Err bankrnent - � Roadway t� SECTION C-C t Excavation Excavation ABUTMENT IN ORIGINAL GROUND To of Regardless of Gut Ditch ! I ; I shape of gutter BRIDGE PIERS ABUTMENTS 81 ADJOINING WING WALLS All Ditch Excavation Di EXCAVATION BACKFILL 5 in I i � � EXCAVATION BACKFILL i I ,� Embankment or Embankment or Bench Original Ground Original Ground ��Originol Ground Embankment or Embankment or Gutter g Construction Joint, �� Original Ground ` Ori Original Ground Gutter . . � ',�� I • . ,. � � 9 d PAVED DITCH Grading I •;� �. Plane Median � • . . . • , , - - . � . Gutter I -Roadway or Ditch Ditch or Roadway or Ditch --Construction Joint Excavation y Original Ground Excavation i`,. Ditch or 5 Contiguous Gutter �II 't- Original Ground ` � I' �- -i I' � �I 'L . • I' I-- Top limit of structure excavation and backfill is original Top limit of structure excavation and b Ditch Excavation 1 ground if ditch is not excavated. backfill is original J ground if ditch is n ::� 1uf1S BY 71 S of excavated. _ .. • I Pay ment for / 1 . 1111 1 LT Ditch MONOLITHIC CONCRETE SLOPE PROTECTION CONCRETE SLOP LIAR 16 196~x' excavation included in they Grading Plane E PROTECTION '� price paid for Roadway Excavation. DIKE AND GUTTER \ ►- Less than 12 ' ` Roadway . ,_ LEGEND SLOPE ROUNDING Payment for excavation and Excavation 'r STATE OF CALIFORNIA • � backfill included In the price I Structure Excavation Roadway Excavation DEPARTMENT OF PUBLIC WORKS for Dikes. DIVISION OF HIGHWAYS 12'or more — Structure Backfill Roadway Embankment ROADWAY EXCAVATION — DITCH EXCAVATION Ditch Excavation Original Ground EXCAVATION AND BACKFILL A w No. 112 � i c� I • STATE I[DtwAL IgO1tR!N. FISCAL SN[[T TOTAL DIV No •tA11 MO. iMttT!! CALIF ; ,� J-/2�O ie 23 1� To occompony atrw dOed Agz� /� 196 14ga smooth gale bulkhead with reinforcing beads 4" 24'or26" 4" -- _ ` `� 18"- 4 DISTRICT COUNTY E SECTION '40. -1 14ga. smooth goly. taper with reinforcing beads r 1 ,j16" - , Y/// .SBd A8 Z_4 v � 0) V_ 3 0 - N Nv N ., Y Slope f5 APPROVAL RECOMMENDED _�_o Corrugated Metal Outlet Pipe 0 _ -o Ca 1 \, NtO �^ �--�- °D _ 10 Col lar of 2" Weld �` tL Tapered oval Inlet Downdroin flume 16 gage - 2'-0" -�- 6'0" ; END VIEW ! galy. pipe =t �+ Clip bracket /or /ot Corrugated metal 10 sections dP 40t�� E eer of Design Drill & top for -"x 1 1 -T t Civil ��� F�// _, Engineer Ucenae No.5630 Taper joints may be PLAN S / welded or riveted bolt. _t 11 _ f 11 Approved November 19« 1959 3„ 32 x 2 x; Omit Anchors ENTRANCE TAPER �olv.angle min. where fill height< 5 f �" V' r I State Highway meet Slotted holes for Civil Enpneer License Na 3094 Shoulder �- } v S.1 31� 36 I , 16 x h> bolt - 8Y: _ _-- - - I - Deputy State Highway Engineer 11 11. l i M , / Valley line I-` 18 6 �Ei-� 6 ►� 2" Dia hole �� Civil Engineer License No.5943 Entrance Taper E I I „ '' SECTION A-A Slotted hole for 7-3 NN 8 or 12 Outlet Piegaiv. pipe, 6 l I2 long s x 3 f I / is � galy bolt. ' ' 11 each side of flume 6min 1 I 10or15 CMP Bulkhead- ���<< �, �''�� Flatten or Point _ 48 ��t , + ^ � 161, ,, y � - 18" - J 12 I a9o9e r 8„ I , 6 12 Flange 20 9 taper 1 �j 6' '� S -- -- - - � V IO / O Flume stub ANCHOR DETAI L Weld -1 1 2411 --� Overlap �./2,, _ � _I 6 ga.galy. ap O • _ .. *~ ~~ _ l ` ' SIDE VIEW Install to permit rT , i �. + N v Y 12 movement c, lAi7 - a I I 12 Go Gal i o / 4 - o Anchors- JC 11 11 I I 1, s - Bulkhead W 0 10 to 8 or 15 to 12 to pe r- -e -cn L 11 - f .� oa _ not corrugated r uga ted TTS T T 9v�,ed `L.L �l w' 4811 1811 Cr I � 8"or 12" Downdrain rTr�r� !a o _E'er Bond Coupler T��TT` 4 _o SECTION B- B 0 ( � Pi a An r - 8 or 12 ' Downdrain '�- Paved Gutte �- a - W p Anchor T Flare 12 o. I SECTION A -A _� Anchor A goly. A A i; " 11 Slope m� Bulkhead Note: Cable, slip point or t0 Flume FI Section 18 anchor assembly to be f- ' r10" placed when specified 00 it Slope Weld Use 10' length of gutter.flare on 10 7I« M I both sides In sag location. IT Flange 4 I I I I — PLAN( Weld( ed I « loll ENTRANCE TAPER AND PIPE DOWNDRAIN TAPERED INLET AND FLUME DOWNDRAIN Use 10' length of gutter flare on both sides in sag location TAPERED INLET Col lar of 2" Goly. pipe l U Bolt ; Ior 74"Round Iron =�- %"or�'4' Round Iron.. Weld _ � T 1 11R Weld 1/i1 1Collar of 2" �-6 ' � } Rl ga • Pipe _ Shoulder 3 a, all �. __ _ rn 0��2 ii o $44 � 6 6 --T-- 66min- - - - 946 holes 10�'or 14%2' v o Weld,, 10 y2 or 14 T 12' it -%61Weld .EL 21 811 I I s min. o Jc` 311 � � plate �tj ---- 2Dia -- > SECTION A-A - „ I 11 I 11 " I 17 or 21 2 Dia, - 14r or 18� -� I ; 1 5/8 common cable or 2-x,"cable clamps o WITHOUT CABLE g o wire rope,galvanized. two on each side o I o O ne on each side. o ' ~ `l Notes Cross-section of slope ditch WITH CABLE a o a ,� o 3 may be semicircular, vee or LA_ h i ii ! tra ezoidal Min top width = 25" ILL �. . P Cables and Cable Clamps to be used E o' ; w Min depth= 8" rl when specified. ANCHOR ASSEMBLY \ ALTERNATIVE A Paved Gutter o R= 31 911 21�z 21�' Flare �'' A w l r - m A �� ao �41 Band Coupler „ �� Weld I I ('1 T - 1I2 i ;' # SECTION B-8 _ - Collar of 2" rn ITop of Dike See Plate t. - _ goly pipe } 2, m - Detail _ �' ---r - I PLAN 0 - � - o . UL, A 5/e Cable TI BY E �? — d Clamp �1r1 - o ASPHALT CONCRETE SPILLWAY 1 MAR 16 1961 - - - - 9I o > n) VVV�JJJ '� Cables and Cable Clamps to beused 0 �' p to be used on fill slopes flatter than 2 1 Use STATE OF CALIFORNIA z " , 7 " when specified. o �N� .n 10' length of gutter on both sides In a sag location DEPARTMENT OF PUBLIC WORKS � 11 . 1� 1 �8_...I I G� 7 Band Coupler - e T 411 411_ Holes to be 19/32 x3/4 For payment purposes, DIVISION OF HIGHWAYS 12 Band Coupler- on Anchor Assembly shall I " ANCHOR ASSEMBLY include two Pipe Stakes. 24" Band Coupter� 5" 5 " - Material to be 14 plate All Pipe Stakes to be �� Galvanized after fabrication. ALTERNATIVE B galvanized after fabrication. OVERSIDE DRAINS A70ISISI � Length of bond coupler measured 12 parallel to the center line of the pipe. PLATE DETAIL Dwc, No. 112 I o� 23 --- Ie"o W PRA IIKAL NItR TOTAf.' DIV No STAT[ PaoM"" WHIT No. USAN �• ��2" CALIF. SSB s/2�► /9 23 T.Accomp qr PIm pHN dA/DLis1� ONt Com I So." I ft-- Tet" Y/r SAWs /9 Z3 A»r�t Iboe+�a1M�N Dia. or �--- Span 12" Connector Section available for all sizes. �— C ---� Note- End connection ��••r«•• Only connection available for 42" and 48�� .� to fit pipe used. L --- I round orad 65"x 40�� and 72"x 44'1 pipe arch. oft% EIS,,, CM1 Eftlia . L�« a., toys Threaded _ Connector Alternative Side Lug - PIPE DIA. " g for 30 and 36 round _ _- _ A 3 and for 18"x l l" thru 58"x36 F'6 -Galvanized �' ' D pipe arch only. , Metol -L _ - :. Reinforced 8" s I Edge L I SEC. A— A .� ALTERNATIVE CONNECTION _ Structure excavation and Limit of payment for pips, FOR 121 PIPE THRU 24" PIPE ONLY 2poq structure backfill included structure excavation and a I W q '�` \A►t�x in price paid for flared structure bockfill . end section. Finish Earth Slope PLAN as Required — L Golv. Top C P �Approx 2-L : I Slope Finish Plate - - - I- -i• -� Dio.or / \ Rise Limit of payment for pipe,structure excavation and structure backfill. I Skirt i H q (If connector section is a part of the flared end section the limit of 8Strutt re " —Toe Plate 2 Toe Plate 8 Fig, payment for pipe structure exavation excavation and if required by - - - - - - - - - - - - ------ - p, and structure backfill will beat the structure bockf ill special provisions Toe Plate sholl be securely F g junction of the pipe and the connector Included in price paid attached to the skirt. section.) for flared end section. Construct P C.C. 8•�' t,. TYPICAL CROSS -SECTION ELEVATION Cutoff Wall - i CIRCULAR PIPES__ _ PIPE ARCHES DIMENSIONS- INCHES DIMENSIONS-INCHES MINIMUM DIMENSIONS PIPE. GA. H �� W INCHES _ GA. A B H W �iA.of A-- T - -9-- - C D E T-' Son Rise I Tol. Mox. I Tol. I'i To1. 2 Tol. NOTES PIPE IAM. I T I. .Max Tol. I�'T�TQ-1. - -- — — 12 4' 13✓4 2-0'i 4 -0 2-0 12" 16 43x4 ' 6 6 21 24 18 1 11 16 41/2 9 6 19 30 Connector section, corner plate and toe ; 188 9 2 9 -6 0 15 " 16 6 8 6 26 30 22 13 16 5 'i, 10 6 23 36 plate to be some gage as skirt. !24 i 9� 2 2- 6 6 I'i- 4-0 - - - - ----- - - - 1 - 0 3 j - 7V. 6- I'is 5- 0 18 16 7 9 6 31 36 25 16 16 6 '/. I I '� 6 28_ 42 Length of toe plate t- - 16 81/4 1 1 6 36 42 29 18 14 7 14 6- ---311/2 48 if required by special provisions 42 1 --9__ + __3 4 - - -a7Q - 2111 24" 14 91/ 12 6 42 48 1 36 22 14 83/4 16 6 381/2 60 W + lo" for pipe dia. 12" to 30" incl. -_0 4 4 2 - 2 8- 2 7-0 2 1-0- 15412 3 43ve 2 - Sys 8 -2'/4 7- 6 30�� 14 12 15 7'i2 5 2 'i _60 _ 43 27 12 103/4 171/2 7'i 47 75 W + 22" for pipe dia. 36"to 48" incl. -- - - 36" 12 14 18 9 63 72 50 1 31 12 1121/4 9 ' 54 - - " 42�I 12 16 21 10V73'i 84 58 36 12 14 4 26 10 � 1 85 W ♦ 10for pipe arch rise I I to 27�� incl. 2 2 s 63 96 W + 181 for pipe arch rise 31oto 44 Incl. PRECAST CONCRETE 48" 12 18 27 12 84 90 65 4 0 1.2 153/4 2 3 10 51, 70 112 4 72 44 Io 171/4 1124 12 `/a 77 1128 FLARED END SECTION s i FLARED END SECTIONS FOR C. M. P. CULVERTS • ,L i a • Y C 'ji �. ;TIONS BY g� UAB r MAR 16 1961 f� STATE OF CALIFORNIA DEPARTMENT OF PUBLIC WORKS DIVISION OF HIGHWAYS FLARED END SECTIONS • �w N . 1'12 19 4 23:.x, Rev. 7- 15 -58 J A-71 Connector Section � Pay Limit .ter ••• WTATE •"+c•. 111141411111 VoT•I. oiv •• �toew•. •wo�t�� w• VIA* ��. "@at$ CALIF. 20 A 'b acetum ► per+• at.d '�� s�/Q IA" _BR" "DR" ISTRIC COUNT ROUTE SECTION tr •i W- 21-R 1201 � -� 1IDETOUR!kA z 1 0 1 0 O , O - I o 1 0 � ' ' � � ROAD o �,�� RecoworwxW 61x 6 is 4-O" _ 2"x 12N 10'-0" 00000 �+o��» of 0 0 CLO Approves SED /�..�rw 26 19S9 O of Fresno 2'x 6'"x 2-6 -! � I A I � � � � �� 1 1 Do i S110% MgM"vy Engfmw Ci qt Lbt;MN"&&M ' G-8-13 ij_aaO, i012x12 x4-0 - - _, -- Direction of Traff 10 ��. isa : A I �r SECTION A-A -- g'- 0" - - - 9._0.. - - - -- ---- _. 45° � I �,,,,�, - 20'_ — c�� _20' 1 \�Q, 14'--8.. ,�` _ 10,_6„ ,O, 7L5" 5, S,` 5 - TYPE A s-, '6-, 's•. 11 TIMBER BARRICADES s, K NOTE : Signs to be furnished by State � �• • to SECTIONS PUBLIC ROAD INTERSEC . ON • All timber to be S4 S Use 1/2N Corrioge Bolts with cut washers and nuts. SCALE 1" = 2' aria • ;tectto� of Traf f�� NOTE 0 Minimum spacing 5'. R = 120' _ = 11 J Spacing to be bar length between 5' and 20'spacing. to Maximum spacing 20' R = 32' 37 R= 32' When length is 15'or more a 5' bar shall be tosedt a each end A R= 120' R = 120' �, 12� TRANSITION 2 TO 4 LANE Variable 4x4x4: 0" - 4-OD " o _ —o- �-� ,� 5tandard Double Stripe by Others 2x 8 x 8-0 �- X00' Edge of Pavement-� o ao 0 °F,' � 0- Edge of Pavement 50' - — Var o 2"x 4"x 12" Spacer 3 IO'b20' ` LN = , R = 25' 0.33' o - �� L 2' x 6"x 3'-0'' c - 77 7777 Variable SECTION A-A0" r'RIVATE ROAD INTERSECTION DIAGONAL RAISED BARS TYPE B TIMBER BARRICADE 6 8' SECTION 1' 41 SCALE 1" = 2' ,i I. T- TRAFFIC BARS 0.67' 0.6T 0.08'Rad. 0.04' O.WRed. 450 Q12' 0.03 0.25'Max. —L a08'Rad. i CROSS - SECTION SIDE VIEW CROSS-SECTION SIDE VIEW TYPE A TYPE 8 RAISED TRAFFIC BARS r-,,;UILT tlOtiS BY l•' i:F w i C E MAR 16 19BI , STATE OF CALIFORNIA DEPARTMENT OF PUBLIC WORKS p DIVISION OF HIGHWAYS 1 t^ _ TIMBER BARRICADES AND RAISED TRAFFIC BARS A73 REV. DwG No. 112 zo 4Z3 1 ._ . dRwt -9nf •►A. 8T ATE POO ►wOJECT!W. FIrCAL rMUT TOTA► DIV No TSAR NO. �M CALIF. 19:58419).5-12doeV 2/ II To occompony pions da$od A&egA& A /D_ 0590 12 STRICT COUNTYIWXJTEI SECTION 1 11 11-410 6 Snow Pole 1- '1/4 X3/4 Bolt By Others C\ Reflector Frame I APPROVAL RECOMMENDED Metal Post11 N =�N G I I _ 15 G F► I F► G E CE n. ENGINEER i DESIGN fn Post = N _TF► CIVIL EN ER LICE Ns[ MO.stfO v Section • " Target Plate _ _ __cV 1�9 (3�4 �/ �i �/ 1 %i O / 1Shoulder TRAFFIC ENGMEER CML ENGINEER LKENSE NO,N!! .0 = 3„ • E G !+ I -G G r � = To p In - I G i/2 rod I �` m 3 of Cub = Yellow Reflectors co I APPROVED a�ccrrsG�r /G_ /A" r► I I Bracket " - - k' Red where shown = Two Lane Road I I Surfacing J. 2 rl I I I T/i6 Slot - s/i6 Wide ® - N =�N o i, m l iI/2 I - STATE ENGINEER II II TOP VIEW o ;a AtI GUIDE MARKER AT DIKE CIVILEGINEER LENSI MIX va � DELINEATION OF ROAD INTERSECTIONS Concrete �� ;; Bracket to be 1/8 x 2"Mild Steel } .E�� I(K^m o Poi 11 II - I galvanized of terfobrication. I r �° I I x E '„ ;;� = Shoulder �� '--0.33 1 L_ _j 1} — L_J `i : Drill or Punch I For Steel Guide Markers or T _ 4 Bar TIMBER METAL — -- - Ir II Slot in � I �6 Hole JA _I I i Culvert Markers when specified. I each side I I _ Ir II of Brackett I 1 u� Surfacing 0.12 min. 3, HORIZONTAL REFLECTOR MARKERS W61R I i� POST- SIDE VIEW Use type specified or as shown on plan summary. 0. 17 DIKE In it .. J" . II I 11 II SIDE VIEW F F BARRIER POST SNOW POLE BRACKET lie Chomfer 811 F,_ Gi K Gt- l__L « F \O I : F G -� G m -a -� 5 _ - � K � 0 � � _ G� Undercut f i 3-3" Red Reflectors i•>� Mme• K �F G Shoulder -10.51 and Refill , i • _�N on Rt. of Traffic Flow ,� _ / `t G F i I ; �g�2 G F � or 2-3 Clear Reflectors I ; G .. /e R -� iv % Expressway + 1 1�2 onLt. of Traffic Flow. �, K0.12'min. I Surfacing 3, Cr • _ . = Paint " - White y yi min. 5 •� a - _ 3-3"Red Reflectors Top View �, 1 0 on Rt. of Traffic Flow DELINEATION OF TRAFFIC ISLANDS 0. 5' DIKE COVER DETAIL E -� or 2-3"Clear Reflectors on Lt. of Traffic Flow. Cover N 6"Galvanized Standard - �� m Weight Pipe Loosely -x set on Concrete. -i 0 N Metal Plate to be - - G furnished by the P • I G G G G F .I : cr State. , I (V cV VIII F " r �` G 3 Reflector A L--- J--t 1 �' I+ 1 . r Class A Or B � ..o • F N� ':;; - x /2 Chamfer Concrete. � �.;': m TIMBER METAL �9 �� o o _ - d it CLEARANCE MARKERS F G F o o � � 15"Square G G G N or 16°Dia. G TYPE B Freeway m a� E o o Metal Plate to be o I"Chamfer furnished by the State ' _ 1-3"Clear Reflector s Reflectors continuously on right ht of throw h roadwa s o Target Plate t N / m m Single 3 Clear c y g g y cn , a a I 8�� N and on outside of curves. 200'spocings on tangent sections and OD �m /2 Chamfer ,�. 1 L X all sides of top pl_ D ��m _ _ standard spacing on curves as directed by the Engineer. -Type F N Gloss AorB I �� �— _ i � � � �� ;, � i1 16 Dw. acceleration n n right of and - r Double 3 Yellow o Con r t = N rn_ g c e e Alternotive - - y M a � Paint D Paint o lanes and tangent ramp sections at 100 spacings and on outside of _ I� dia.holes for mounting Black Black f r 3" reflector bracket to post. �i D '� N romp curves at standard spacing as directed by the Engineer. -Type G I Chom e o 6 W = N 77 N II Stencil ri I 3 Yellow Reflectors at end of acceleration lane -T e H Triple quare _ r TYPE A See Station N Sttation °� P YP _0 0 , 1 or 16 Dia. -1 Detail fill +- in Black N ao in Black N -N = N � o DELINEATION OF RAMPS SURVEY MONUMENTS m 11 II E I Chamfer Baked 0 FRONT REAR FRONT REAR So DETAIL A Point h to white S �2�� n Enamel `t TIMBER METAL 2 E I 11 3 GUIDE MARKERS 1," 2 y• GUIDE MARKERS N 0 aX REFLECTORS 2 _ 2 Use type specified or as shown on plan summary 3/Copp1er wire o A A N Type Color Front Bock - I, 6 Ion _ w - It A None None Reflector bracket used to mount E �„ 2T/. _ _ E Clear 1 - 3" 1 - 3 a - 3 reflector to back of Guide Marker 16� I~- 16—'1 `� �6 0 x•11111 O F Clear I 3" None 34 rad. Post On curves. y /8 None Yellow ' fIt � E 2 - 3 H E H Yellow 3- 3 None10orII NBY 1 -to Gauge I Yellow 2- 3 1- 311 r in one 11 FRONT REAR FRONT REAR , MAR 1 6 196 Letter Ref lector Markers W 61 R -._ -- 600 Material Aluminum 0.1 thick face only, TIMBER METAL R - n (3003HI4 Alloy) O)eRecess to be 9y6 / 11�6 �� 9,, K Y I low 3- 3 None " STATE OF CALIFORNIA inch./4 C I hole dia. i 3/" Clearance Markers 4 / dia. DEPARTMENT OF PUBLIC WORKS -- 'i6 CULVERT MARKERS 1 4 L Red 3- 3 None DIVISION OF HIGHWAYS M a SECTION A-A To be ref when specified or as shown M Clear 2- 3 ' None R/WAND ACCESS OPENING 2 holes 1/4"dia. an culvert list. DIKESAND MARKERSMONUMENTS METAL MARKER POST A7400 REFLECTOR BRACKET 1 �� 2 21 •►R STA /SOMAL PWOJCCT Ow ►"•CAL 9"99T totµ S O.v NO. TSA• wo CALIF. Z2 1 .03 I To accompany Plans doted AZO(Zst /D_ 49gQ I �6 ? I oumTY ROUTE SECTION w � N M Note -. Types B3 C3, D3 t- - 6-� 2 24 . 9 N .. YP Y/// SBd s see R • 5 +— 33 II ' 351 Superimposed on existi avement �,-- - " 1 ■ P co R - \ R. —� 5 �-�--4` 24 - 4 T4 r T 24" � ►--'' `.. . : '. ► � I ` R• 4. I Approval Recommended • �. .. nEngineer n 4. ;e :. C: 2 or variable _ ,. r ,�' 211or variable g R'y: 9" `r' R 9'' 2' or variable ro . . — - • _ • „ / /r _ Civil Engineer Ucen No. r` ' f i _ f / .1 ae 5630 - - f _ - r cn r T R . , - 1 D R- aD 4 �' `. . R t T R•j •g• Approved /I 'C:h S- lay 46 a';; / d 11 1 , « •. , :, .:; I , / . 1 ; A I A 2 B I B 2 u �"Longitudinal Bar I j B 3 T C I C 2 ,4"longitudinN B>tr — 10 —`� State Hi Engineer i TY P E A TYPE g V Dowel�ed 4,Min.Length Ili Dea•el Spced s,Min.lrngth s � C 3 T Y P E C Civil Engin License No.2084 j � e i 1211 N Note : Curb feces to be sc•,or�d transversal �— 12 24 with steel brushes on'Type • , r. or and Type D- ' i v R I 12'` 24i1 2 Vertical Type C Y Per Lin Ft. T e C.Y. per.Lin.Ft. R=I` 3:, I 3:/ 211 R=yz variable _ _ - i • • . • _1 f r----►Z 3 ; A I 0.03084 C2 0.06457 • R=I" =N iv • R.I• _ . .•. . . : R'4 a . R= A2 0.06379 C 3 0.00945 — . . • ' - R• B 1 0.02930 D 1 0.03073 10 • • - _ • �. t0 f1 a ' n: • ' 01 e. • — , s •. e r' '• - f B2 8171 0 0. ► i v 1 QO ? O dT8? •t. R 1rN M — 3 0 03 ?? • - 00 3 M w 8� C 0. 7 I t Bar/ 2 006 i 1 D D 2 '� Lonq� ud n e B a a ( .. "Dowel eced�1' IIAin.Length 6'� .. .• *- .• ...:.. , 4 TYPE Bridge Deck T Y P E G Bridge Deck TYPE D TY P E E (ON BRIDGES) (ON BRIDGES) - Type A-2 Curb Direction of Traffic Type E Curb 0.501+ 0.43'� 0.36 0.29 0.22 015' `' 0.08' a 1 e :0 1 ;1, InT N _ 0.171 . 0,20 0.22 0.24 0.26 0.291 ' 0.31' 0.331 •� ~ o ti • ; • �� o — '.► — — �F� — ;t — 7' 7 - -- — - -- -- 7 ' - — 7 - �l- 7 -1- 7 -1- 49� 7 STANDARD CURB TRANSITION — TYPE E TO TYPE A-2 Note : Straight Line Transition in Flow Line and To of Curb unless otherwise ordered b Engineer p —Varies Varies Y 9 Warp when needed WorD when needed See Note 3 See Note 3 NOTES: a Front Edge W _ a/2 Rounded 2 % I.- Case 1 normally applies a Badge Rall � End of Bridge Curb '�t Sidewalk - r, - . � -. ., . . • . t Join a r--Join + 2.- Use Case 2 when ramp slopes would exceed 10% • ' • ' ' 109'• Ni ox. in Case I. Face of Barrier Curb Grade Gutte /2 R Case 1 3.- Use Case 3 when sidewalk slope would exceed Straight n -o X Grade E X Normal sidewalk 6% in Case 2. Longitudinal slope of warped area a o Straight oy2 v a adjacent to driveway shall not vary more than 6% o - > Grade > o/ Depressed Sidewalk from the longitudinal grade line of the sidewalk. oin Vary Cross Slope. —� Z ,,6 N as required I` - .�- 6% Max. 1 11 q 2 Roundfd 4 - X=3-0 except for curb heights over 1011 where a. — ` 4:1 slopes shall be used on curb slope. -- - a E o _o .. .... . . . .:.:.... n . .. �.:...... . r U 1L7 . a ..•. . a 11 Location of Catch Basin 10 % Max. 5.- Sidewalk and romp thickness t at driveway -0 PLAN Gutter %2 R shall be 411 for residential and 6"for commercial. Cn If Required Grade Case 2 6 -- Difference in slope of the driveway romp and _ Depress one edge of sidewalk the slope of a I ine between the gutter and a point . a on the roadway 5 feet from the gutter line shall •;' F L' _a Depressed Sidewalk Y Approach X -- W X /2 Rounded 6% Max not exceed 159•. Reduce driveway ramp slope, not Slob �;; 0.18'--10.33' Sidewalk = �— gutter slope where required . —Bridge -- 's Type E Curb • 10 9' Max. Curb Face '� ° Gutter Grade Gutter �� I? R Grade Case 3 --- -- -- prt,re sidewalk �•- 7' Min. �-*� 7' Min - � E P Bottom of Curb Cepress ELEVATION SECTIONS FLOW LINE TRANSITION — TYPE E AT STRUCTURE DRIVEWAYS Direction of Traffic _o ti Dlrertlon of Traffic v o 0 0.46 . _ -- - - - - -- - - -- . --i �a ,.y _ j� - — T N r MAR 0.83' -o ;� I _Type A-2 0i7 I Type A 2 Curb 0.38 I Type E Curb ti • Border ►n - Curb r � � 0.2i -1 0. 33' o C; 0 0 50 0.25 Curb •: -1 STATE OF CALIFORNIA DEPARTMENT OF PUBLIC WORKS Type G DIVISION F HIGHWAYS 3 8' CURB TRANSITION — TYPE A-2 TO TYPE G CURB TRANSITION — TYPE A-2 TO TYPE E STANDARD CURBS AND DRIVEWAYS 'Set- Note) m - - - - - -- - - - -- -- - -- - -- - - -- - - -- - -- C� N O• 12 22 -- f /tD ROAD tTATE I FISCAL •MttT TOTAL DIET IVO Ftf TtAR MO •N[rn --88 ZI 7 CAL. , 23 i 23 7tt rf� DIRT. Cow RTTt .NovTt MttT OTAL 3: / 3/' ..Oro. pick ho% j 3 «�E, ,, ` � ,. x4 V/il SBd S:S� 23 23 /3 " 7 j6� .00 p"x/"Diamond mo/ _ , /6 ' is i �2 �2 Note.' Locate /odder rungs l -O Ctrs. os shown. f 7 / / /sr 6 Spaces E// I /4 1j6 Spaces&/ /4 / /3r p i 1 b 2 / dee 1 // o " ' , �� �s ,� w 9 mvn. ma /-Drain. AuomsY4 /o. /960 Tot. 3 - --- #4 14 / sj - "di inter /ear chin SEC TION OFCOVER i - �� �'' Socket eel j �6R' 2" `� 0 4 — 5 SEC TION OF FRAME y2 oya� screws,see _ - _- ,r 5 ' od.of Q DET,o/L CROSS SEC TION - Idiom THR000H RIM k I -} TATE OF CALIFORNIA o0 000 000 00 _ OD C � _ I 14 " j �� � OuI/ine where rib jovns rim. Letters/"high. No other inscription to appear on exposed surfaces. �Q op�OQOOTOP OF MANHOLE FRAME B CO VER ���' o ❑O��Qp�� O��QQ 233/8 outside dia. of cover `V A A CD0aD� Z aQDQa Some angle _-- _ — ��Q Q throughouAt'- l Access 00 Way O°o0 OQao�p p000 DOD�OQ Q �OO�QO 22"dia. clear opening 3/e 34,1 3/e„ j I O �QQQQQ�� O Outline where ribs join L— — — �Q l []pOH CROSS SECTION THApUGH FRAME 8 COVER weight-262 lbs. CROSS SEC RON THROUGH SECT/ON B—B TOP PL AN OF COVER finished surface R/B A T M/D RAD/US EL EVA T/ON A —A Weight-196 lbs. Drill and top hole and instal/ j/i x 1 %4" PLAN OF FRAME socket set screw,hexagonal hole,UL's threads everdur or equal B End of Bridge �O Gap in rim of hole ' cover opposite pick hole S/B'R MANHOLE COVER --+ LOCK/NG DEV/CE QF L E T TERS BOT TOM OF MANHOL E COVER DE TA/L DEMILSNOTE•' Frome and cover shall be CAST IRON. WeI. /30 lbs. I I Surface of letter shall be !lush with lin/shed surface I 2 /j;, Materia/and workmanship shol/be in accordance with the latest specifications. I A .. .. Galvanize complete assembly after fabrication. A I BOT TOM PLAN OFC- MA NHOLE FRAME AND e"^VER FOR SIDEWALKS B ' ' ,j.. _ PART PLAN / NO TES N N Deck rein. tv be --- , DETAIL U4s ABUTMENT ACCESS OPE / G .� 4t /, The manhole frame and cover sba/l be modestopped of opening DETAIL U40 as shown. of gray cost iron conformMg fo the latest c s Rr 40 / ` . � specifications. , 2-O dia. manhole % D t 2. A//ports of 1/M manhole frame and cover p ie4 V 2- x 6 Roc x B L O " Toto/ 4 x 4 6"min. " s r s except machined surfaces shall cooled ' /s• /. Machine � - -- -- - - -- - - - - � Girder J/nish,see note 3 with aspholtum point. R ,\ 3. The manhole frame and cover shall be testred - _ -— - -