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HomeMy WebLinkAbout114 i s • I r • i r r ' .•t I 1 7 1w, O ora r TCD s jk 111k4. A%, Tk.. R F CD Fl�' .� i . PO 1 . J i i t i J S (D , - C7 C:) M P A N "'Y / - U E t C: 1 , F I C .a c C:) s s I N ci <D Prepared -j Under' Tho Di re c't ion Of .. � 1S 5N� M' A R T.I N' ": , A'. : B I C H O A SCOO,c��°c' �o c COUNTY ', E N"G I N EE`R SAN BERNARDINO COUNTY Pre p o r 'e d B y F . MORFATT NIC' AOL ENGINEERS _ a a LONG ACH , CALI FORK i A = ! REG ERED CIVIL GINEER N0. C. E. 6388 - _ •4 ' S STATE FEDERAL PROJECT No. SHEET TOTAL DIY.NO. Na SHEETS L-. 7 CALIF. DIST. COUNTY ROUTE SEC. SHEET TOTAL NO. SHEETS APPROVEDBY vE.c-esss RECOMMENDED BY �ST. ROAD COMMISSIONER-ENGR. + SUBMITTED B'Y CHIEF 6ESIGN ENGINEER r _ 0 UWN ��. I N D E X O F D R A W I N G S Alta lama ROADWAY BRIDGE '1 DWG. NO. TITLE DWG. NO. TITLE ' :: . . : S A N B E R N A R D I N 0 FAS 710 ':::a ::'..:: BAs LINE „ ►I I TITLE DRAWINGS BR- GENERAL PLAN 8t ELEVATION FAS 710 2 VICINITY MAP a INDEX OF DRAWINGS BR-2 STRUCTURE DETAILS j W � w 3 TYPICAL ROADWAY SECTIONS BR-3 MISCELLANEOUS STRUCTURE DETAILS ~ BR-4 PIPE RAILING DETAILS N 4 ROADWAY PLAN y' 00 • flp s 5 PROFILES BR-5 LOG OF TEST BORINGS W 6� 0)to N 6 DETAIL ROADWAY PLANS : •� a > Q4 (D I Q 10� at` LEGEND 7 EXISTING CONDITIONS tid Z y�l STATE HIGHWAY 8 RETAINING WALL W- 1 81 MISCELLANEOUS DETAILS ' : .:, d y w PRIMARY COUNTY ROAD ���� �6A SECONDARY COUNTY ROAD 9 MISCELLANEOUS DETAILS ALL OTHER ROADS \ CROSS NG N0. T-38.15-8 l/ J .:,i ` COUNTY FAS ROUTE 10 SHOOFLY II QUANTITY SUMMARY SHEET SAN BERNARDI 0 ROAD 12 , 13 814 TRAFFIC -SIGNAL AND HIGHWAY LIGHTING INSTALLATIONS 66 STANDARD DETAILS ES-2A-2, ES- 28-2 81 ES -5-6 '•� FAP 23 ;' 15RIGHT OF WAY � I h a CONSTRUCTION DRAWINGS a z Q > C U C A M 0 N G A LL. 0W6. 'NO. TITLE CROSS SECTIONS (n 1000 0 1000 2000 Q i SCALE IN FEET I • u_ — — — — — — — — — — COUNTY ROAD SYSTEM : :1 I SAN BERNARDINO COUNTY 1 1 _ REFERENCE DRAWING DWG. NO. T I T L E I OF I SAN BERNARDINO ROAD TO VINEYARD AVENUE CUCAMONGA AREA tj V 1 C I N IT Y MAP --mom... ..... Y �S �S NO CUKr;=1vllU �H �i i 1 SAN BERNARDINO COUNTY N HIGHWAY DEPARTMENT i NO. REVISION BY DATE MOFFATT & NICHOL., ENGINEERS CARNELIAN STREET UNDERPASS LONG BEACH, CALIF. PORTLAND, ORE ROADWAY j BY DATE DEC. 27, 1966 VICINITY MAP 81 INDEX OF DRAWINGS R.C-E.Na 1 0 2 9 DESIGNED BY CHECKED BY k,1�//SO/� DATE SCALE FILE N0. DWG. N0.11 DRAWN BY w/l,.501) PROJECT ENGR. /VCS/ 11 !Z -Z7-66 A.10 f C Ur 2073 s STATE FEDERAL PROJECT No. SHEET TOTAL DIV. NO. No. SHEETS 7 CALIF. _ DIST. COUNTY ROUTE SEC SHEET TOTAL N0. SMEETI P • APPROVED BY ��•�'„ � 1 AE_C-i49S API.- . . COUNTY MIN ER A ST. ROAD COMMISSIONER-ENBR. �' 2G V ar 2G' E Vor. �p ��/ I RECOMMENDED BY �..w /-/)-l7 Y4riC9 �' SUBMITTED BY LIWINLEK VI Ni YA R D / I ii? � � Mccf Exisf. Gra Profile Grades l(— Var. Vor. _�___ -- _- V Yo/, 4 iZ S1opc - - c,• 14 i . 7fx Curb C017st1-41& RC,C, Curb G&P4 Coni t. 033' PCC, , ” Const. P. C.C. Curb Gutter 30 rypc 13 A.C, rr � Gulter To Remain Curb ,Zelt�rn � behind C.6, A/oran S.5 C. 2 D. 5td. Alo. 115 Q33 loss 7 4„5, On/y As Shown On Sheet 6 .S,8C,� O S/d /09 0. .33' Closs 2 A. l3. , , r 5 A. C. ; V• ` .J _ y CA 2A! FL1Ak1 lAilAk? 0VFMEA/ T Vl ill E YA !? D AVF S to. / tGG. ccf To 92. 50 MeetEx�sfGrade5ETWFFAI CARtiEL /AN ARROYO VISTA 1 _ 0,?5 ,4, . CSC` Coss 8 Dro1nagc DIfC17 TYP. INTERCEPTING - DITCH G� 32' L32' co A/ -o Sco!e - — FPGV,5t .. /*Z1. 36 ro et30 And 6 F r Othh Vor/gs 3' l3' 13' 3 Va ire s Alo S co% o r er j D e' S' 28' � Vor. 4' 4 28 � V errtads. 5' /� ;� - �� _....--, Vag � VQ!' r A CCES5 leo. t IMPC0VFMFUT _ = 15 5t6, +00 10 Ila C4?3 ExP vnsion ✓o ln7` Undercut Yor. 5kz I0#47 To 54o /r00 fll/ Profile Gradc.5 ��2 Focc Of Profile G-ode of dope /��c:I tax• �_ _ } / Place .08type"8" A.C. flefoirl. W0/1 Fill Slope I ir:/ A9ax• - - vat _Var. )OE f x�3t. CC Gu ter �° ` d r � 4Xst�`t ,^: - - - ee t Pe1t71n1n See Sheet 4 For /Op VQr�Cs T7� 1> Con3f A,C.C. Curb Gutter Const. Stc�ndara' PCC. Cul-6 Gutter Const. 8 A,C, 5.B C.P U. 5 td. X110.l/,� ,- Slope Guf/er To Cons t. 0.33' P. C.C. L oco tion Of Dike (5ce Plan •25' type "b'A.C. <<� 030`7 VA,C 4fotch Roadway Slope. Sldewa/k Pet4/n/ng Wolf , y� 0 33 ClQ35 2 A.3. if�fcc% �x�sf Grode 0. 33' Class 2 A.f3. CAFL1Ak1 1MPR0VFMFAJT Ar MFDIA >vM ACCF ' ... ....�. 5 5 P 0 A H•.S S�Er. S to, G t ,9 2. 50 To 8 fid, 4a 5t0- 0t47 To 2 t X4. 2,3 5ec110n Fro,,n 8 f 38,46 To /0#00 .51mi/Qr EXeeof The Medion IC 017711ICe The /17tersecf100 Off'Corm&ao Sf s,� Ylricya�-4' Avg Oecuis IMPkIoile r-A1T 4 Qo` Or 5AV 3E/IV4j?01410 •PD. .11 Co' 32' Vor. 32' I Z' Vor. .3 I2' Vor. /G V a,- t117Cc 3, Vat '/ Ltd - AI;Ch est GraO'c hof ch Ex/s �rs?rtc cut 3/ope /Z, / or Molter To f/w. Profile Grade IMA. Cul slope /4"/l or F/oller ro )V/r p/W in�F�l/ S/ooc / , / Or offer ro R/lf� � ) '-777 .5 Vor >!Z' Fi// S/ooc f -/ OrF/nftnr To R//y Undcr�uf _ – 77777 - boOfill Prof 11C Grade Grade t 1170 n'hC Dike Grade L 117 0&C, 0/ke/s is 0/77/tied 8”4, C Dlk& - OrOma f fed. // Vor. V r -0-30' Typc "B"A.C. - .�-- . D .3' Cl ',4,C, Dike - hc-r-e RCgtT ' Curb Gutton - . 3 oss 2 A ` �5.,8. Ce D 5td AVo. //5) /p \ - .--_- - -- »rr,, ' — �- - x/S t• Gra e sre Occ/moy /%/7 Exist Curb � Con.sf. 8" A•C. Dike 030' Type "8" A. C. Gulter To. Pemain CARAIFL1AIJ / tilPe0VFtilFA/ T Vl �UFYARD AVF 0.33' Clo,5.5 s 3 2 A.B. , 5.3.0.2 D. Std. �c/o. !I 7 { 50UTl-I OF SAA/ 5E4? N 4 2D Q D• -_ -_-- _ R /U A 0 S A HCl 13 r l? 1 4/ 0 � D. A P k/ F L l A A/ I til P I? 0 V Ail E A/ T L F G E �tI D 5fa. /01.00 To Join Ex15 t. SAN BE 1 DE 5 / G X/ D E 5 164 A T1041 SAN COUNTY Open Graded A. C. Over HIGHWAY DEPARTMENT � h A � r <l9�s) ` 2, 560 A _ 6. N0. Sp olt Concrete (A.C) A DT (1065) r�G, 5? 7 !� 0 REVISION BY DATE MOFFATT & NICHOL, ENGINEERS CARNELIAN STREET UNDERPASS r > - A 99 r'C Q tL' 4 S(,' (A- 5) DI-1 V = 653 V 40 X41 Ail LONG BEACH, CALIF. PORTLAND, ORE. ROADWAY • `'�' . Subgrac% Or Fm honkmcnt DEC. 2�, Isss TYP1`CAL ROADWAY SECTIONS BY t:la tx.� DATE — l Orly/n Q l G rO Un d RC.E Na 159 LDESIGNED BY �l,'e l ,`1 CHECKED BY W//5 0/7 DATE SCALE FILE N0. DWG. NO.j, DRAWN BY II/l G lI/D n PROJECT ENGR. NC,'l Il I Z �T V l ' �' 2-073 3 11 rSTATE FEDERAL MtOJECT No �•No. No. SHEETS i S.P.R. SHEET TOTAL i 7 CALIF. DIST. COUNTY ROUTE SM SHEET TOTAL i , I N0. SHEETS ' QI 0 T-{' APPROVED BY 1 P.R. C-949'3 Q i ` COUNTY NOINE Curve fl d T L Gurve rI d _ _ - T L U i p COQ .� b d C RECo1GI�N1VDEb fiY _ • ! 700.00' 40°58' 39" 2Cl.56' 500.64` 10 25. 00` 11 ° 45' 31" 36. Zl' , N 0 48. 33 c : : V O - SuBWI1TTED or - Z 800.00' I 1° 43' OG" 81. 14' 163. 6?' !1 25.00' !G Z° 09`48" 70, 76' v '.# c F h -� o -� ; 3 674. 00' 23°37' 4G " 140.99' 277. 96' !Z 38.00' 39 °06' 52" 13.50' 15. 94' t` a ; 4 r. �. ; ` � p a Q 4 00. o' 10531 40 t1. 57' 23. 15' 13 150.00 29"51 o0 .3998' 78. 15 5 726,00 2 2 5 ?'3 7 146.90 ?89. 65 14 163.00 7 00 00 9 . 97' 19.91` �` y �' v ti y :, .� =:, ._ Q< { f 6 700.00' 1446, 501, !0.88' 21. 75' /3 15 00' 8/° 4 9'l Z" J5,70' a` . a " . : .� i� L o V s LIQ/rr Scc 7 32.00 !07 39 39 39. 99 57,34 `� zi C,� � car ° , r h' -� Q1 V `' ,� Va ,a wry a{' 1N9. 41 for 1'af7 .4�fdl/ d 50.00 54 ?5 /5 ?5, 7/ 4749 �.\ : �' `� t; 9 75.00 G G 09 07" /6,28 7�8G c �• Qj s L lM/TS OF CON TQA07 �' -` - o �'f' � pLn � r _ O 84 o� C) co St \I �t` .` V i ' 4�Sfo/ - �. �t �,�o \ ,`, 8v ,qbn E.r�,�fin ��\ o�;,� ti °? _,fan 5t. Y 5r� i i . - nc�'v 1 v . ``' /+ rri�� no04 4 \mss �7�9 •os - : , _ _ __ roa !2 N \ join r A V V� 1� V �� �I •I, ad 0 CA 1 QAP�. �, �� ° 4 _ - Flo t Ab N 41 Qy 4(o - Ex iii` �* err,e n f _ t� I rav o t', N�, �� ► - 9t 63,02x' d 0 (ov4,57 ne�l ar ` o ;. � < dot► � �. �� N � � � ,, � 't�3�8 k � - • . Esu o � �Q ti �• h a �t`, v jpp 0 , - .� �\ C ► a, Gln 15 JJT / � � � �' �. � `�. �'�oc /�6'6.6�;� Corrrelran- 3 �� �1 . � ��1 � �•a, I.15 F _ , a ,� � � - • , f - � - - ; � � - �: Son 5 errr ord1 no Rd ,� i \ ' 0 CL Vc P V - 4 _ T') 014�a� atn ' 11 p� CJ �0co n5t t lI g i 7 I1�1 .� i `'� er cptjn ",._ �rce P R 0 1 Exist. Qom/ s``c. Nis S � J .5 i � r- a 301 cut'. � b 3 1. � 'Construct 8�''�IW` D�>fe �� ??' �� ,� / 15.3 _ c v ao IS Z-41 �� I ! Join Ex isf fav/ - S cc E ti Q d r I 9 oa �0 1 s -�-- �ti� o a I t •Dwg. N�99 For Typ. Def011 -- cwo o o Nomx 11 Jtfi S -0 COAG` ' �- �� -x Ex�Jf. Di/ - , .� Q °Q i ,o Q far Addl t i on cit Did al 1s 5cc tufa 1 ----- a, ti ° X--�X-- -� eQ' .Pop � � I _ r o . a, �: �� ,��, xx Q' c o Roodwoy p/ass �wq 6 M�scell- 4 ti _ ti �¢�'�� v v Q �• 017COUS Del` // ,8ernord`inQ Rd a s Drvg 9• 0><00 4ccess Rd. ,hv co o� S J N nc. _ I v3 �, O a ervo� -- ti�Q - - • . • � .. Scc Lbw NQ9 0 o �? 2514' for T p 90cfa/l , q' `\� �c,• ,�. �, 3' `�• a\ JV - _ t • SAN BERNARDINO COUNTY HIGHWAY DEPARTMENT . _ N0. REVISION BY DATE ' CARNELIAN STREET UNDERPASS MOFFATT & NICHOL, ENGINEERS LONG BEACH, CALIF. PORTLAND, ORE. 1 ROADWAY 44 - DEC. 2z, Iss s 9 OAD WAY P L•A N' RCE Ngo 5029 DESIGNED BY CHECKED BY DATE SCALE FILE N0. DWG. N0. s E Wilson ` / A/ DRAWN BY Y C7n Q r] PROJECT ENGR. !Y e/�/ l Z Z7-�V 1 N =40 2 0 7 3 ` � 4 Stns FEiDE M PROJECT No. T - IL DIV. NQ No. SHEETS i 7 CALIF. L � DIST. COUNTY ROUTE SEG SHOEEETS ' t t7ao APPROVED BY kh.a Rt.r-9493 �y eEC��AA�NDEb BY COUNTY ENGINEER ��' °°° afvj� Grode ���-�y ROAD COMMI BICKER-ENGR. SUBMITTED BY - _ \ 0 V CHIEF �8N ENGINEER f\ ^i L 1270 1300 1po, V, v .`4 a: v °Io p p V•C' `�, Fl)J Z'-FT4E GFA DE A CCFSS ROA D To Of Robs ao R, o� S T 2 U C TU E M: Extended GuIfCr "Line - 7760 . �.. 'h o c�, A. -. 1 290 0 4 ! n o ^ ao Nv o ,� 43. 1 48.3.3 � �� � '� ' � o � 4 � Poodwoy CltarancctQ , - o Y , N ao ! v d �� o ,�o 05.1o {: . _ � o � ° � `� �- � / � `u � as � � 17 � • 0 625% 117557 (woot 1'755�� CZLeft GuHn-flow, Ling �, cry V , � pal V. ° °y o� fxiSt. Grade 9 t v 3 Fxcna#ed Uffcr �i�e -- o0 0 �. v v �- RQ bE @ 1MP�o o �,, o h nr0F1L10E 0. 625 o � � ,o `�' � ' + 5'S� •� V o �+ N v. ' I ' its �^ kS o * CYC t *C � p ! Q Lb my v h 1160 h 5• �° v �. v ,025 >{ D 6 /° f 0. 625 y o b8 !° o l o v Rr h f Guffer Flow L /ne tj K 1750 • 0 t Z 3 4 5 G 7 i 9 10 f kor�3. P1=40' a V t. P1= 4' ver � �° .•SHE.. ' �N�' 62W Cih� .� A t ; ,Be,�eh �VIQrk ,q E/e✓ /79/39, RQilr�Ac�' CJ s /� Power Po% *//9pQ5/-f 200' Eost 0/' - Yileyarol 4vcnue CQrn c%Qr� -4 venue Re, elrrce ,d ela' �300� d /vgc �� .�����rro C��fy , SAN BERNARDINO COUNTY HIGHWAY DEPARTMENT NO. REVISION BY DATE 1 " MOFFATT & NICHOL., ENGINEERS CARNELIAN STREET UNDERPASS LONG BEACH. MIR PORTLAND, ORE. ROADWAY DEP. 2T, Isss . PROFI LES r RCE No. 15 29 ' DESIGNED BY E/ CHECKED BY DATE SCALE FILE NO. DWG. 'NO.Il . .. _ ( / _c _ f' DRAWN BY Van � /V Qn n PROJECT ENGR. CM A10 f C C/ 20 73 S pT l?•27-00 c _ ;j .raml 101 DIV.N0. Na SHEETS �. 1 CALIF. l I DIST. COUNTY ROUTE SEC. SHETOTS SHEET'>t I Y _ APPROVED BY t , _ C-9495 -Alt - COUNTY"EN8INEE RECOMMENDED ELY �,�r�L%�v /�7•G7 ASST. ROAD COMMISSIONER-ENOR. Grade )a0117t5 •. SUBMITTED 8Y �► �,Q CNIEf DE N ENGINEER Tyarca� Finrshcd 00cdwc Surface N MCC coo• . , �. � �� y� Ir► fica t f 4PC.�? Conmofion as C� 1,5 9. D x t� ; S.P. /77 A=42't B:/5 t, X=��� �! : .Q�, o ^ �� 1` r� t v- C, CO - ---- ,I l c� y AT SAN BERNARDINO ROAD 79_ - o No Sco/e a t`; w a ,� ce 27 'ice � Q V _ ' , , �9 ' l•�/ _ � l � ! jV ► ` . _ � • r __ . V ! � �� Uri PIZ � %Q if L�CQ ZQ.3 20 ` �'` !I r1 pe td, QW9' Mans ; 5�f x , ��, n�(i O n - For Of�' N¢ 5 i o'• — Coy` - - �°� r n� � lma ova V: 5,1 ti 5% �o t� b.�Qti b�\`� _ - _ ��, 5 �� ,,, r o o c ��well p � 0'� '� 9 , 4K 80,33 r w a .�� b 1 �. �• �O� ti t - on5 mCn beta L �, o I 1w 0, fjol pro _ 6�0 40-1 46,05T,C, �• K ( ��'fG) - F,Iter) � / 65..38 fL• � ,�� �tiA ti 3� � 83 93 F� �112rlXp' Jf sorQ �3b ?S,P rs.6s rc, vvotk e ,�� _ . . andra and rQJ V o z s �b etc p -€ �Z9F 6 cJ ,r 64,96 FL• G. 5 id� �e r - �� . tip. � � ?� `- - n E t• �u r � 5 �j •Eti cs 64 F end C' D� for Access Roaz�,��e�afians y . ,,�� �.. :e c3� Joy C,-ass gs s� 6ro .� E A C• ,�o Q r I ,. e� :.I nstr�ct Dw9' .` �s �0, �3?pF� �� bgt� �Egrn be . dee Pro��/e - l'wq. N 5 �I o - eo fpr To 5 6�- - �E���o ftp. Sri! , `�, G�59 t5 a �ou ,3, o - Q- ` /. F,L. cz9 . ra s•3� `0 `� eb`D Cess 1 �T '` ! End &-r. ..� ,�07 ro b 6 �! o,` a Side 83.46 '*� C` Tln r6 Rd — ti' 0� 6q 53 �o r in Q �� L396 b r 0 �a O �, Gay h -- - •. � o� ��`� ��^� : . • on, IL - - - Co et5 Q 9I Sty I� Cu1-b f pig 9 9 v g 3.02 fX/ utf - � � � r9z,�� G �� b CA Ft ! TR 5 SAN A I NO ROA 0 in a4c 3,191 For Confro/ Ooto - 5 e e Rood woy P/oo I Qn This Growing ' 4 /5t o� L ReX01ions Shown 7�41S (8�M)I0crro d' . . _ s= a _ Fx�sf�� F/wQfions �` ,4rc ,4 r-oximOfc onC _ �;kL7, '. T�PFE l r__ wl j rpr COntrO/ OCfO -SEE ROO(Z&0 /0/0/7 SAN BERNARDINO COUNTY HIGHWAY DEPARTMENT j + NO. REVISION BY DATE MOFFATT & NICHOL, ENGINEERS CARNELIAN STREET UNDERPASS - ? LONG BEACH, CALIF. PORTUND, ORE. ROADWAY p DEC. 27, 1966 DETAIL ROADWAY PLANS DWG. ,l DESIGNED BY CHECKED BY /SOrI DATE SCALE FILE NO G NO.It r _ ?7• -/'- 201 64t -1 +' VIM Y Y rJ PROJECT ENGR. 2 O 73 DRAWN B rI C ; C, Nei// SHEET Twn DSIV'NRO. STATE FEDERAL PROJECT Nw SHEETS I 7 CALIF. r, �\ DIST. COUNTY ROUTE SEC. SHEET TOTAL i Na SHEETS IZcO APPROVED BY 1 r \\ 0v m a.c.C-6495 • �i/ 4 _. ._� \ COUNTY Ell IN i \ (� �jj RECOMMENDED BY _ -/7417 ROAD COMMIUIONER-ENGR. CreC 1C SUBMITTED VV G� 7>E�riysQ.s�� CHIEF D IGN ENGINEER �l119 70 00 u \ J O \ r o ' Fxisf 7B__ � RCP _ c odn�o// 00 IG - 51 00 92.0 72 CC) = ?3•.33' �if rZeCz �' yeoa'wo/ 1 ,a a 9 ... 20 \ Cc Forte 0511 *10 8(51C , - W� _� Ccrrn�l�ort Streef - - 278,8,�� - - 00.05 \ 5OO.A la o er „ - ( p ip �. /� WQ/� "Gos ��\, ` - - _ - `- `' 0 p, /010 pp 27 Jo Gar- Al No —� C% �� cp r 0 Q iDISC - SN45 t4 Vr 0' /0 Clod poc d Gas ar S�wor 740 ' _ Pedgc Conc. Wlcr i = C017 C. k'n5cr v b1r - cam, ti SAN BERNARDINO COUNTY f --- - HIGHWAY DEPARTMENT N0. REVISION BY DATE ------_t MOFFA'i"[" & N1CH0 ENGINEERS CARNELIAN STREET UNDERPASS LONG BEACH, CALIF. POMIAND, ORE. ROADWAY DATE DEC. 27, 1966 EXISTING CONDITIONS RCE Na 5029 f DATE SCALE FILE NO. DWG. NOAt i DESIGNED BY CHECKED BY ODRAWBY - 7 749N// ��=4Z .p j L , B. P.R. STATE - FEDERAL PROJECT N•. SHEET TOTAL DIV. NO. No. SHEETS 7 CALIF. DIST. COUNTY ROUTE SEC. SHEET TOTAL NO. SHEET! co C APPROVED BY ", q_m4pff, A C C Gut for ow L/ne D/ a COUNTY fNQIN RECOMMENDED BY /-/7-{.? GrQ�./V rO ASST. ROAD COMMISSIONER-ENOR. 72.0 /�7.�,OV 73, 00 Refa��in9 ;YQII. S�d�y�,o�k Access 12ood SUBMITTED BY CHIEF DESI ENGINEER o /270.00 0 'Fdg o / 0. 0 Ex Qns1on .//s, o f wee ho T Toe Of Slope C� 3ackfac , Si dewy/k /. 0, //� _- •,! V` E 2 �iQ X`J, �/, � Tvp .o � � .N ,�,. -- -- __ .. _ � - • : /-p • .:. � S�dewa/k acro 5,� :: /2Fxp. Jt. filler : i11 l5' 0" /5' 0'' �._ PC. 0 C7uttcr- Contrnuou.5 T ' FND W� L� PLS /U / i 6" 3� Bchind Wall. �C/C7S5 � / COnC,) 4@IL'e #4@3690 f _ EL E V A T / ON _ _---- /Cu. ft Pery/ous 30Ck/_1// Mot / °° J`0 Droins 0 l" Above Outside %4 "Chamfer " 0'� . VZ- TI Groun Surface. Sloe ": // Our/offSac, Secure/y Tied.yo f Finish 6radc-i5�24� Section A -A EX PA NS/ ON O/ N T DET-A l I ' r O// 5CC;'1017 0-5 44- to to/ 7. / /-0 ` Const Joint Poadwoy - CStructure a e s C T f N ' C Excavation Backfill - Q 3 N011 VO, 3 00 32' Rt' SfQ 30040 Secfi n 5-3 /-01' - - _ End WC11 +' : ' . o J 9 a- ScCfl - / S t r c t e " . � � ,4 o Excavation � ro� . .ems • '4': �� 3z'Act Sto. .3 �7 s F c TIC N q -,� SFC T 10N 5 -5 S1 �VILAR1 curb Gutter 1/tio UNI T STRESSES REIAIFO�PCED GONC12ET-C ,2ETAIN/NG WALL L oy ou Line _. _ _.___ FXCA VA T 1 O N BAC,eF/ L L Concrc to - Coss A fs - 2g000p.s.i P L 14 N f% - ji 000,a S./ (Coss Q'1 I L- -- LIMITS TS DF EXCAVATION/0/�l 8�4 C�CF'l L L 1j -i i■ war i fc - 1, 200p.s.i 38 - 1 - i �4 _ .3 8 4 - �,�. To Esc s,, E - _ Can}ro r1 t . _ - 75 co 0'S St1 � s �l0 nC-4\*14 /0 I 9 NOTES I � - /. /ns toll I Sec tion Signo/ Ncod W/ 61/ Amder Lens ,Ccc& P/oto 0n Ea, Type 1A S tondord. yp a CL 2. -G'on tro l/or Shall Consist OF ECono/l f e, Sind/cz Circui t X - /O Amp, SollcT Sfa to F/asher, Or C-qua/, /n Type G �Q SAN BERNARDINO COUNTY r o _ 3, Sec Tr-Q1 i'iC Jlgno/ � High w4y L lghf in9 /nst4//&/o0s s Standard DetoiLs. HIGHWAY DEPARTMENT rn N. ` !! �` a w c NO. REVISION BY DATE Vv -` MOt~FATT & NICHOL, ENGINEERS CARNELIAN STREET UNDERPASS c - LONG BEACH, CALIF. PORED. ORE. ROADWAY , o o RETAINING WALL W- 1 81 Q. -f DATE DEC. 27, 1966 o- RCE Na 1 029 MISCELLANEOUS DETAILS ; 5LEC721CAL PLAu TZI DATE SCALE FILE N0. DWG. N0.11 DESIGNED BY !/VlI$on CHECKED BY vO'� ,Q /� Nei 11 /2- Z7-OG Noted 2073 8 0cm DRAWN BY IBJ//I S O/7 PROJECT ENGR. ; a TOTAL R. DIV. STATE FEDERAL PROJECT Ne. FEETO. MEETS ` 7 CALIF. a � DIST. COUNTY ROUTE SEC SHEET TOTAL No. SHEETS 1 APPROVEDBYIII Cl, R[.0-S4s4 UA COUNTY LNUIREER ?0 r t ern - F fhcP �n S �/ RECOMMENDED BY �a..C/s� I xis, ov nq Cu L 117e - ,43 /1701/cofe4' On A10nJ j/� /� T O FCQ/ '/er / oV//I TO SUBMITTED BY �+ O CHIEF D 8N ENGINE Mich Evs/ _ _ _ Ncw Rev>� - - . . : , : •. • . : . • ' • . . ,� . • • 9 _ r ' J - _ _ - - if - _ - - ;. - w,• ' � f ' Of nfo�ccpfin D/f .. I • . /n��r / q ch °. _ - c T Q L r 7 ,C a36 : : ry r. c, 8..3, 9 F. L.8 21,60 FL 63, OZ - No SCgI� I.8 ___ 83.07 - %r' / %2 C.B.•T pe "fMod� y _. _ Wit. -_ _ is 5 ,y gine �rct v� �ml t 5z pansion ` .S O j`-(;". : 22 6" 9.3, 13 lAe .�' T 84 4 Z penrnq n F,L, &3,14 Catch 6as/n 1Na0► - / ' CL►' 6IJJ •t. 89. 97 � SEC TION . . . lJLA /V FL 6.3,0 /*2136 S EC Tl 0 A/ 13 - B i f - - - - - .: 55CTIOAI C C I�21. 3� d 2f3 0 •, it { NO 5CCIC _ T.0 .99 , � A/ T-52CEPTIAlDITC1-1 SPILLWAY G ETAI L S 80 TC 8/ 23 - F. L. 79 99 �"L. 80.23 /w /0/ r i. - j/ 7 C ¢7FFL 8080 •_at ~ - _ ' �' , ' - T,C.B/.53 - 2-b x 1-o Opening in FL .8053 '/ v�• : Ir• Catch Basin Wail _ Q r : v Jr. - '� ' Locai Depression Type �A ,., .a, ... Std Dwg 203 $ �i�,✓ 40 CA R N E L / A N ... .:' .. Rv���o� ti NASI N -0�A / /V A G5 _. PL A V - � !�-- -_._ _j I Std. P. GO Curb -S B.C. 2D 5td. 115 _ 3 lm rovcmcn C T rl /U -3�4 /_0 �5 s, Transition . Section C.B to 1+ 21 . ,% a SAN BERNARDINO COUNTY HIGHWAY DEPARTMENT N0. REVISION BY DATE /V 5 D l A N D E TA r L CARNELIAN STREET UNDERPASS 1 MOFFATT & NICHOL, ENGINEERS �4� _ �/_ O�! LONG BEACH, MIF. PORTLAND, ORE. ROADWAY f DATE DEC. 27, 1966 MISCELLANEOUS DETAILS RCE No I 029 a } DESIGNED BY E� CHECKED BY v q/7 tn IfDATE SCALE FILE NO. DWG. NO.IIDRAWN BY &//.5017 PROJECT ENGR. ,V� I Z-Z7-6(* Note 2073 � l I --- _ - B. P. R. STATE FEDERAL PROJECT No. SHEET TOTAL Dtv. NO. No. SHEETS 7 CALIF. DIST. COUNTY ROUTE SEC. SHEET TOTAL O . No. SHEET V t �s APPROVED 8Y ' � �� / j i► 1 1 F `C1l Y 1A E.0-0495 1280 \� / COUNTY NOINEER RECOMMENDED BY - •6 - _ _____e� ASST. ROAD COMMt Sf R-ENOR. / / / SUBMITTED BY CHIEF DE"N ENGINEER kk3 �� .. �% --� 5 ,f 33047 '�9p E � CI 3415 - - _ +- 60,001+- - _ - .., C* Q �; 9 � � � � � ._..._- -. __ o BOO 't N. 4/° 5'/5" - - --- N. 41"25,15"L 2 + SIZ\ �' 94 - .- V �S • `_ o ==1260 _____ 5 ��a� OVA o o - S,N L s�O11�sh h �� 1��NS 9 ....:.... > � S Q: qj � i• 1 q3 b' 'o •�-- '� - -� C / 1290, / � Curve 2 d T- L � o o 579 /4 ' 7" 09' 22# 35. 84 ' 7/. 56 ' l0° �s2 57.3. /4 ' 7009122� 35, (541 7/. 56 ' /o' -- ,, 1, 95 'o o 3 573- 141 70,3746" .38. 22 ' 76, 29' /00 4 573, 141 /80 7',:46 94. 0/ l0° 1 O 00/00# S5, /9 //0, 00/ /o° 1 °e Existing Track N. 4/°25'/5''6. '� '�,-- - --- 1— u, N.4/*Z5'/5'F C ' o J 1 290 .5 to, 20/9 f /5. i l M,L. _ �_a A/ote; �s ¢ Shoof/ y Contractor To Construct good bed To 5ubgrode for Shoofly. 2ornovo/ VorieS //'-0 Of Existing Trock 6 Construction Of .517oo f/y ro 3c ,By Sovfhcrn Pcaci'fi c Co. EXI'5t rrock 5/7oof/y profile Grade = t l. 5 E/ev Too Roodbed 5ubgrode 24" 13clow F/eu. Of Top Of Qoi/. t X oroximofe Quonfi'ty fi// ecquircd = ,525 c' Y To Of Sub rade ,5hoof/ Em bank/ y rnent , 1 SAN BERNARDINO COUNTY HIGHWAY DEPARTMENT To Y� I C/-f L � ` C ! / O /v �• REVISION BY DATE MOFFATT & NICHOL.,, ENGINEERS CARNELIAN STREET UNDERPASS /VO JGQ'/C LONG BEACH, CALIF. PORTLAND, ORE ROADWAY g pA DEC. 27, 1966 SHOOFLY R.C.E.No. 15 0 2 9 DESIGNED BY CHECKED BY E/ DATE/ SCALE FILE NO. DWG. No.11 DRAWN BY W/150/7 PROJECT ENGR. /V�//� ��I Z7-V �'/' 20' 207 3 ET AL STATE DIV.NO. FEDERAL PROJECT "m ft. SHEETS 7 CALIF. SHEET TOTAL f DIST. COUNTY ROUTE SEC. No SHEEM" APPROVED 8Y �!/� ' �t C�✓ COUNTY ENGINEER RECOMMENDED BY 1-/747 ASST. ROAD COMMI ION R-ION R-ENGR. SUBMITTED BY t CHIEF DESI ENGINEER O N DRAINAGE SUMMARY. EARTH WORK - ow W W W z o c CULVERT PIPE STRUCTURE - INVERT DATA o 0 Aj Q z (r N Q cn ti J j J Q w = F p m In W NN z • N v o ai ~� vi (j in �w V N > Q } N } ? v } - LL. N INLET OUTLET -j } = W � > a N D E SCRI PT10N STATION `•' } �- a a s w f- CO z o o a a s F- ci a a , ct W cr ao J �� .� �� t/1 � J Q Q 0 v v � � ti o O N Z J V X TYPE DISTANCE DISTANCE N N v a Nc� v �cN 2 � W v a .� v STATION 0R LT. ELEVATION STATION RT OR LT. ELEVATION o o , /Z� 57 3/ 1500 1 !/arks 60. 52 .5pecicl6 Construct Retoi171179 ML7// (.�Z'�Pi ht� Sta S 0,00 ro Slog-077 s .45 8 0017JIl-41CI J0, CC, Gutter e !n e a!n/n 4 S o, 3 t 00 To 5to J3 77 53 263 4 C0175f1-41CI 4C. /ntcrcce fin Det l' «i ht tvc 40,00-t To 9*00t � � � � • ... .(o 01.37t 28, *Rt, 2. 9 Cons rUcl P. C,C, Ditch SP//./wa (Plht) 0f97! 75 /t 16t Z f Rt' 1?63. .30 ' Construct PC C Gutter (,pight� � !ne or f �tTo Q X30 0 - 9,0 / 5'-6" 2l ' A Mod G$9 ,Construct Cotch sin C Ri h yi�c oro' Sto. /7605-t � �T 65 67 /05 ` .� Or 9.f.85 26,35' 0, 1279,32 9t3?- 3250'Zt, /?75. 730' lnsf p// SPC,P, Cross DrQ/17 Sfo .911-32 . ;Y 37 = 6" 7' . 97,3Z 23 /8 2 7 IIr 90,3 2 J5.061LI, l?75 7.3 9� y/ 57'! L t, /?75.53 l /nsla// R.C.P Cross Oram(L.(fft) .5147, .9#4/ _ ons roc/ L feral Conr2ec do _ 5fa- 9t4/ 231? /42 /2.7 3/ /500 2 S3 8.85. 263 /3ZT 0 T A L S F j 1 i DRIVEWAY SUMMARY BARRICADE SUMMARY A. C. DIKE SUMMARY R-5 ASS ' B' P. C. C. SUMMARY �VdTF•, Sto �on/nq /s ¢, /m�rovcmc�f SfO �o��ng B RIC S _ Unless OthcrwiJc Notcd. DESCRIPTION STATION LOCATION LINEAL FEET LOCATION LIN. FT. USE CU. YDS. I i lS A.C, .D, N! Aron Lt S 4- ltl,� t 7S'.t South Q Fx/sf no'eI oss 0n Fxist Carne/i0 S} 2 Lt /m , /0,00 Sou 0.W, 20 urb Guft r /00a � //77,0, CPlnf S,8 d. 74,.3/ S Rf t //7ZP, P/of, S,0, Rd, .96-30 o/k . ._ . . .. N�� L/ 4=ess Ra' 284.33 oco/ e ess�on G TOTAL tch 11 in ord �42 Lf t /m , C'T C,C, Or, /29,9/ D Sp wa (V ey )TOTAL (006.85 --- GutterVlmyord) 7 5 NO G J2 p C. C wan-carnelian) .7.5 TOTAL i SAN BERNARDINO COUNTY F HIGHWAY DEPARTMENT NO. REVISION BY DATE MOFFATT & NICHOL., ENGINEERS CARNELIAN STREET UNDERPASS LONG BEACH, CALIF. PORTLAND, ORE ROADWAY ay(-),- DAlt DEC. 27, 1966 QUANTITY SUMMARY SHEET R.C.E.No. 15 0 29 DESIGNED BY kV/15017 CHECKED BY /vc/// DATE SCALE FILE NO. DWG. NO.I1 DRAWN BY C. van p n PROJECT ENGR. ! Z�Z/'GG NOnL' 2073 I I o� 19 L P. R. SHEET TOTAL DIV. NO. STATE FEDERAL MtOJECT 16L Na SHEETS 1 I E 7 CALIF. t ' SHEET DIST. COUNTY ROUTE SEC. TOTAL N0. SHEETS / /V D X �O LJ AG / D 6F D I'C A I'Y I A GS APPROVED BY ' C" _049 � -----"- — --- -- - - - ---- -- - - - - -- , j DirnenSions �4/on 2G'-0' 39'- 4.4/6"' 3.9'-¢�/�"' 2�'-0" _ B P-/.... -- Gcrrcro/ /oma Elevation IIEC DEo BY t�ASST� i=��y ONER-ENGR. 1101/rood Son / Span ? ,O » Spon 3 Soon 4 ;SUBMITTED BY s ,.Q 71 t�iy h _ Bil- 2_-___-__--4bufrlicnt3 6 ,Bents d- ,5tec/ Moiling -5e NI co c' 1Jwg B2- 4 -----:Oeck 5ectiarr Q _ Al' t3,Q-4----------Hand Moil% D '15 -- - --------_Loa of Tcs It 30rinq,5. Fixcd ; EXD7rs1onExpansion Epansion I f/xcd ' ; . Trocks OOxponsion, Fixed + i it 4/ew 5truc turf 1.5" lin C/corancc 1- ,, + 9 /" C/cor. 9 / C/cor. 777 i2til 7 VI 6 ; BO/l05 f Track .y s 6 Offers, t I I 1 I _ Ii57M�l oris III i, O vn In )0/0/ } Ii ,•3: . � •a '; .. .. -- -- °5-v Are Top 0i' Oeck f/evotlons abut. 1 gcrrt 2 /sent 5 - e ; •4 . _ � . • . ' • • • • ' ••.• � , B n t 446ur 5 - /+ i 1245,0 103?, 0 I23Z.0 1232,0 /245,0 -4 a Tip F/evofion , E L E V,4 T/O itIr2a 9 3�2RNo 9, 3 /2i~ l =to .. A 'tT *701 I CA . S E C 7 f 0 hl .. . , A. S {A� .y iFi c f32 / D G F QUAi1TITIE5 N° 5tr uc ture EXC0 va fi on G.f 0< C. Y, f.�or- 14?ch7 forcing Ste e t ,70,800 Lb's ;' Structure - f3oc�fill 23. G. Y. Stec/ ,8r�dge Po//�n<q 2GG, 0 L.f• Skew= 7`46`_54" ,' Concrete A ling CC, /. D. /4) 500. L. F. Watcr proofing Alernbrone 250.0 5 y j Gloss D' COrlcrele 346 C,Y Protective Covering (1, "Type-BOA,C)_ 250,0 5 Y, i� f3rldge 0ea1-117g /004s 3G,0 L,F -- � ¢. .' ----- --- ,� r • _ -- --- -- - �` lnd�c4tes Fina/ Rey 4ua�fif/es � ,� so mint Ot"4th 5.., 0�' 92. it/OTES E Flh1 L •.- _ _. ____ Desgri: �lmericon moi/rvoy Fngineer-ing dssoeiotion t',4.T1, ,�1 r lnter'cephon Di fch 5,oecificofions yYi>�h Latest jleviJions. Construction: State Of Co/ifornio Division of Rigfit 9q5 Sta7e0rd ' ; r ► - Li Specifications ,4nd ,4,00/icoble provisions, /dated July /964, + Southern Pocifi• ' _ ` v L"re Loodi/n : Coo e,- E- 72 ,goi/wo i c `Ion/rood 9 y �/5� � • - f.�si n (fr�lt Stresse� : rPe/nForz•`ed I�'oncrcfe : :� N. 4/o 25 �L�J JJJ :IJJ JJJJJJJJyo - f I I 9 1S = 7O, 000A5/. ` I + s/ 2Zk., Cu,*bs, {�CX50,0, G = 3000 p,S 1.- - D'CortC1 { /,�9op.s� cats fc - / 350p.s.i tm <C/oss Q =i �Q • �; � � 0\ t--- . -�' Q • ' _ , . Bents (Dile Copse C017e) ' �,. o Corrcrel`e : CIO55 � � C/475.5- D' on�3• _o�� 7t 72. 80 9 12eir7forcdw7ent- Embedment /s Cleor- 7 Side d if oOuf fAl/ 11ein forcneel/g " EQhrDH9 for B to In tcrce ttorr Oi tCh Noolzs Is � Dlcmelers F.rceot ,45- Otherwise � toted. W17ere p keinforcing /3or-s Are Sp/iced. They Sho// prove ,4 ?4 Dio/n /n efcr Lop, E�rcc t T4s Ofheriwise A/o ted. !%cc ,rp. ✓f5- 51dcwo1k, ,G1/01-Spon Chamfer Chamfer- ,4// Corners 314 Erce l CJs Ofhervv�se 'doted, ; Dcc� ✓o��fs �J Pilcs • Type - Co.5 • /�- Dry//ed- �/olc Concrete Piles 3w"Diameter Note: E/cvotior ,5- ,4rTo Copoci ty s ?25 Tons. Top of Decd Ede Of acc L&• Ade /zoo 1 To Sic►.` F I"=10 Sr30 , 1 SAN BERNARDINO COUNTY j I HIGHWAY DEPARTMENT Na REVISION By DATE CARNELIAN STREET UNDERPASS i • MOFF'ATT & NICHOL., ENGINEERS AT THE SOUTHERN PACIFIC COMPANY LONG BEACH, CALIF. PORTLAND, ORE. CROSSING No. T-38.15-8 _ BRIDGE p oEC. 27, 'x66 GENERAL PLAN 8k ELEVATION R.C.E.Na 15029 • - DESIGNED BY /Ve/•II CHECKED BY Mason DATE SCALE FILE N0. DWG. N0. I P-073 BP- I 1 DRAWN BY Wl/SOn PROJECT ENGR. /VC/II 1?- ?7-6a /V'/O/Cd is R ► R• STATE T£L'fRO.i PR<`JE^T MJ. - 1 CALIF. I DIST. COUNTY ROUTE SEC, SHEET TOTAL Na SHEETS 3/�// 7 / 11 /- 0/�8" APPROVED BY 1 COUNTY ENGINEER F'E.0-1496 1 r RECOMMENDED BY 1 17-h7 OPtrorra/ toast 11J%rJt73/,0 / ADSL ROAD COMMISSIONE - ENGR. '.A//W tt1XgWal/ On/V �'. �� 1�Q 71- J J I4 SUBMITTED BY a% .�� - - I w CHIEF D NON ENGINEE - -4� e Skew 7°,(/54-f 41- 40 4-O 5k-c w= 7 4(0'54" I /1*"x 3" Depr&ss cd / _ p . � M 5cc Oct Dwy,8p /� &p. Joint Mot 1. p. /=0"x /0',r 3"Dcpress Shca krys 4/ x r . Pod ' - p _ xponsion @ Bcnts 2 3 - Fixed C°' 13cnf 1 Qbuf A/40°�75/'�fy `L O _ r far - - - - ` - - - - - l - - - " 011 Flxcd3/ Ex Joint Mat '/ n, r9 r J r. 4 ,o f3 y Fieor �Bcnt Z - F,rpansion C� Bcnts 10 7 0 3/8 7 O /8 /-0 y 3/¢"Fxn. Jt. Mo�*'1. z 7-0// T 7 -0'� 774p. �lOy 2,-�% 6G� 0v 01 ��_Qn a - �, 10'a' h y ) Fixed �de Of' ,Beat Ll 0/7/y, 5'CC Defog/ Dwy. 5,4-3 ; rF LT /0r B PL,ll�t! pL Q,U /4 Neoprene Pack I /5 0gui/din9 Po r a Top Of Kngwall F/cv. 1291. l9 @ Abut 1 �-5�/Z x°n5 ,.�. . .�.. .� IF- 3 • , �' Elev 1293.19 @Abut 5 7's xo�l: _ - - __ - __ To/o 0� 1?lingwall F1cY 1291, 23 @ Abut l _ E Ic v. ! a 1-'� �4, Face o t 2 r. ----� ' /293 /5 Ca Abu t. 5 _ - = -- � 7 T �---- `— o /"EXD Joint � . 4 s /2 x 7 L�wels Ecr. fact • jo f /O MoterialO. U 2-0 c S E C T O �l E _ SECTION : /✓ - /J ; 4- '�7 Ea. Facc FiniSh G�-ode 4- //X i ,x , ,rfer�d Pile :�e��f• ; E,rfe,�d Co/u�n �1ei�f, Al Ts X I r/o-#i/.r e 6 // r3cf, Of abut Elev 1283 22C� Abut`. 1 _ _-- _ -- - Sot Of Ca F/ev /283. G1 @Bent 4 3 3 E t c v. /285,18 @ Abut. 5 3' 3 /284. 20 C� Ben t 3 sfirrrl J' oCin E , 5,oc's 5@5"' Fi// /ZNU71 5@5°' 4 E . Spc�s 3"C/r. ,fifirru .5XC _ 4 E . Spc�s 5�5" Fi// @/Zd,G/vr. 5@5' 4 . 5x-s 3"C/r, /26¢, 79 �' Bent 4 • '�.5x SNC/r.l o � A _ �Fin�3h Geode � • Coat rn=,Or"i/led A/oIe !0i/es Cast-/n - Dpi//ed• yo/C pi/e5 Pile Tp F/cy -5cc Dwg. 3R-1 r-Pilc Tip Elcv, - Scc Dwq BR-1 L F 1r,4 7`/o/(I Ez E X4 r/o/C/ ,,Q,r 41- 011 /�o' 4 A3 U T V ESC/ T�3' E/ / 77�' Ist Grode Abut / 5fio`vn gb�r.'S 5i�1/o� - Fx�st. Grade I f r l /�--- \ 4 r�n ; /Structure ExcQva tion E�� �� � �� S 1 NQS SN t ' ! Ex is t. Grade r 'T M. GW4.--� 4-O /,� C'oE���c structure Exccrvoti n �' -171-51 6- '011,5, x-,r-- �. 4- *//,s x --�� ��0 5truc urc Backfil t x r---� ;� - o - j if 17" Bdow Bot �r�dgc Deck 8 T p• - ,p �, - C. .c \ Structure • Z- 51 Ea. Fcce - Tot, 4 SfrucfurC # E-xcavotfon ` ' -r-�-- a c//{' / O ; ,�',5t�rruos � • d. -� cJr. ` Finisl h Groo`c 4 x U -- f - __ 7 to IIA I�A 1! 5 5tirru e x - ,s Con t Ea, Face -* - e SAN BERNARDINO COUNTY P ;�' � 5 8 //s Can t. ,8o t � TY TO t. 4 . . .. _ . - - - = HIGHWAY DEPARTMENT r a_ - - tt//% r "- - 4- //.sX 9 -0 8o It s Y, 9 0 /Sot s NO. REVISION e,r DATE CARNELIAN STREET UNDERPASS 8- �/�'S CO/7t - �Ot � ' - AT THE SOUTHERN PACIFIC COMPANY 55C 7-10�(/ -C --C _ MOFFATT & NICHOL-, ENGINEERS ----------------------------- - LONG BEACH, CALIF. PORTLAND, ORE CROSSING No. T-3&15-B - � Q.. � �� DEC. 27, IsSs BRIDGE , t- R.C.E.N& 15 0 2 9 STRUCTURE DETAILS DESIGNED BY 601-mcr- CHECKED BY Milson DATE SCALE FILE N0. DWG. N0. I 4 .3/& 2 O 7 3ftpIQ� 2 DRAWN BY /Y//SOrT PROJECT ENGR. �C l 11 r/_ ;D N � . t -- --- -- S.P. R. STATE FEDERAL PROJECT No. SHEET TOTAL DIV.NO. No. SHEETS k 7 CALIF. DIST. COUNTY ROUTE SEC. SHEET TOTAL } No. SHEETS t APPROVED BY R E.C-•49 S COUNTY ENGINEER RECOMMENDED BY 2�3"_ 7 - A F " /�// JL �S XC��� A A C MM1 f [;O• /-0" /-0A �Typ All .7,00ns) SUBMITTED BY CHIEF DE GN ENGINEER 0� 02,5ym,77, ,4bout t Trocks Trca ted 2x10 0 /1, Buffer ¢ erg, " ei-9 ho/tic Conc. - / � ,45,0 - profecf�Yc Covering /�lox �' Go% �oCh. — � low A0, ",45pholtic Co/7c- 3o/%5t e, roc,-s 13o/fs @ J.O" 0 wit Over 3 -,o& ;yofer 4y Others C. /o .q Loyer ' Z ruofin �t�lembrone � Water roofin Mcmbrone I � , c� I c� p 9 Loyd ! Q JL-, L/ - _ NeV e ter r X SO l�urom ,ya cJness Ex Fix /i Spon • -- . (Soe Spc i J r ,. l9-11 x32-3 C1C� c o P ovisions) i 2�31- � ..1- 38'ill x Cont <_ .. :. Bent t L A /� w�' 0,�4bufmcn f� "{ � Abut. r�. ,5pon 2 L c j.• /8- 11 X Cant, • . r . • �. . . _. . . .. • . . . . . 9 '"Il x 24'0" Span t.. • _ :. ; _ /0" C� Bents . a . ' • -A, • • a. • • • • • • • • • • • • • • • • • • • • • • • • �' r r �. • 4 Coyer / /B/_ / 6 � . #5@/&" 5pon 23 'I r %4" Exo. Join t pito ter-ial 9" 0.5 6'/2"5pon l 4 / ,� 3 ,, (Om/'f 1,46UO /•0/4 /5 -/0/2 /-0/4 9 , Q f C T I Q I� ,4 Q B U Tti/EAI T /5 Eu T ;e'rx po Join t Material ,S5CT / a /V 3 /.3 (,51,V1I- ARJ_ ____ TYP CAL L0AJ& TUD / ill AL s � CT� ow DEIDPE55ED ZEY DETAIL M? 1�Or Typ. -1121 ° 2 3" 3 0" Dia. �' 4 0Cuff{ L c" 114 n i - � � E Q c o Fig/Sh Unoc% �Benf3 ap • h ° p u, a' Tav/cd Edge//1 #49 9,1X To/o ±;'. • � °Q � Cg C % ' X,A / Jf Mot' Or c _o 4 f a • c j F A A F V ,,,�� r Mold? Decle .lf I f � !2r Chomfer @Ends _ � _ 4 Tics @/2"% V CO o ,, .4nchor Exp. Jf Mot% To i ao �_ Stop �1einf /�z C/r. Cone, *y 17 Alai/s @6"tOC. X�6� v v Groove 2" K -o o x �?o�sca` ey Contii7uous No fc -o -Q � SECT/0 A/ 44 � � � 0 °i � � � � No Sco/c o Cham er Arca Where #4 G�18"x N 3�7�> Nafcroraefin9 /5 To Be 104 -4A1 AF SAO EWA L Z Ja/N T Aiop/ped Q � NEST D E 91,4 L !C D E TQ 1 L pi/e Tip E/e✓, - sec 5/7t, 13P-1 414 0 #, . ----- - „ . SAN BERNARDINO COUNTY No sea/r HIGHWAY DEPARTMENT OD Concrc tc To �5c Plocco' /n Ory vole. In REVISION BY DATE CARNELIAN STREET UNDERPASS MOFFATT & NICHOL.. ENGINEERS AT THE SOUTHERN PACIFIC COMPANY { LONG BEACH, CALIF. PORTLAND, ORE CROSSING No. T-38.15-B . BRIDGE 8Y- oaT� DEC. 27, Isss MISCELLANEOUS STRUCTURE DETAILS R.C.E.Na 15 0 2 9 DESIGNED BY Garnier- CHECKED BY Mason DATE tSCALE FILE N0. DWG. N0. DRAWN BY w lson PROJECT ENGR. /VC/11 1?- ,?7-66 N, O�Cal P-073 1,4,,pR-3 I t D.P. R. STATE FEDERAL PROJECT w M SHEETS 7 CALIF. 'i TALCo/2 !>= 8°X 3/4 "X 0'-l0" 212 2%2r R. 8"X 3/4" X D`-8u DIST. COUNTY ROUTE SEC. � SHEETS Grout '"�/l3/B " Dio. Holes w/ l%8 " Dia. Holes 2%2" 2/2 I- A APPROVED BY l r� �/ • COUNTY ENGINEER I RECOMMENDED ELYQ A99d-"6, s/7.-�9 SST. ROAD C M - N�8 ..- .3 - + O ,/ 212N std. Pipe SUBMITTED BYOn G"IEF VVIGN ENGINEER %fy�i✓,7Gsyt. i *4 x Tot, 4 r' Pco Grave/ o o �/e/tcd Sulphur - 5" I" 2odius ,Qadius Pocket G " Cong Tube Posta 3/$ " Vent lN rFRMEoIA rE post nocKFr 4 r2 x ,5 x //G � 2011 Rol!. I QQiI FD/ATF POS r510 POS r l t` 3/4" U Bolts; 3 „ Thread 1 1 Grout _ ..�- - = 3lic, " Cut Washer M a 3/4 " Post 8ose I - Grout pad �o/n Jam Nut Cut Washer iI-/" 04 X I r� �x Tot, 4 . I # 4 x 0'-91, rot. 4 # G X /D" Tack Weld Pca Grovel U 8o/t Pocket d„L onS g 6/z�' Mc/fcd u/phur NOTE : Xlternative '2'Sho/1 3e Used if Depth Of Concrete /s l0 " Or Greater, Unless Noted Otherwise On The Plans . _Past EIVD P O S T POCKET A L TE2NATI VE 12 ' A LTE2NX 7-1 VE 'S ' S" Sleeve Formed Of l0 Gage P, .A N CH 02A GE D E lA I L Bent, Welded, e Ground Smooth 3 " 04x 2l2" 5td. Pipe For Sliding Fit Inside OF 2ofl. SCOIC : 3 " l '-0 " %d 8 0 Max. 8 /- 0"kfax. EXIDGnSion Joint E u „ l0 Gage � tient To 8 /2 Std. Pipe 8a/us ter �4 Grind ,41/ Edges 3/� Fit Inside Pie 2%" Std. Pi e %8" Min, Padiu.6 - n /o - - - - - - - ---- - - PHole - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - _ - - - -- - - - 2 U 2. 57 I f 1 - - � - - -- - - --- - - - - - - - - - - - - - - - --- -- - 2 U 2.57 - - -- - - -- SECTION E - E 3/i� /-/0 Scale : 3 "_ l'-D'' I " Vent Holc I E I i i 2%2 " 5td, Pipe I I i � :a I t %2" 5td Pipe 5GIu5ter I 2Y2' 5td. Pie v r„ 1 R 1l 114`1 i Max. I Max. Max. 01 J 3 U 4, l ! �/2 Std pie 1 In 00 0 �-l0 Gage f� Bent To Tube Post P " 3 , , ( Baluster [) 2 ' Fit' side ChQnnel J X 4/2 X /!G SECTION ' D - lb C ,Scale : 3 3 U 4./ C :- it =�; - - - - -- - - - -- - - - - - - - - -- - - - - - - - - -- - -, - -- U u I ISO. e.yy�a 'J 1S �H tE� s /0 Ga e Bent To 0-1--- IIs I�' l2 " 5td. Pipe Baluster Top Of Concrete i 31�1� .� Fit /nsidc Channel8 o �E - - CF�V4/i3U 4. 1 A - - -- - I SECTION A -A END P05T IAITE2MEDIATE POST SECTION 5 - 5 G°9e SECTION C - C 5cole : ELEVaT0 Dwr-1 NO. 114 Scale I'-0 " SAN BERNARDINO COUNTY HIGHWAY DEPARTMENT No. REVISION BY DATE CARNELIAN STREET UNDERPASS ' NOTES : I2d1/ POStS aShQII BC Vertical . Intermediate POSfS To Cie 2%Z" Sf4,' i°/pG. MOFFATT & NICHOL, ENGINEERS AT THE SOUTHERN PACIFIC COMPANY Space posts To CIcor Expansion Joints 5y 9" Mm, To t Of Post . �Peinf orc/ng Sfec/ s • OG !bs �r L/neo/ Foof LONG BEACH, CALIF. PORTLAND, ORE CROSSING No. T-38.15 -B 2cil Joints C' Expon5ion Joints In The Deck Shall provide Same Allowcnce „ BRIDGE 3-G �Pai/ong =ApproX, 2/ !bs /Jet LInCo/ F00f 8,+�, ,� DATE DEC. 27, 1965 PIPE RAILING DETAILS F ^/or Movement ' Corresponding Increase In Length OF Sleeve. 1R.#-'LPW 15029 DESIGNED BY ,4p1fCp/ CHECKED BY W/ISOrj DATE SCALE FILE NO. DWG. NO. „ DRAWN BY KA/5E12 PROJECT ENGR. NC/11 /?-17- Geo Noted 2073 R-4 MIM i O• N M o /300 \yo" �� 35' Rt. Sta.7#70 0� 1295 E/. /292. • Comaoot, brown,fine to coarse - - 1290 to coarse GRAVEL and ; I 34'Lt. Sta7tl6 a scattered cobbles-Fill. Compact,brown,fine to coarse SAND with fine to coarse �'•q /285 Vd E7/283.5 cobbles. •4,y Compact,brown,fine to coarse ,e y s� SILTY SAND with scattered 1280 �F e, brown, fine to coarse '� •:o• Dense,reddish brown,fine to 1 1.4 4o SAND. ��. coarse SILTY SAND and i fine GRAVEL with occasional B_2 ,JF. ,:� thin / er of coarse /275 or grovel. de VINEYARD (PROPOSED) Gw 137. 8.3 ..• 2 1.475 ., - -� :o Very dense,reddish brown,flue T 8 _ �(� ''x A n 1270 9 Jct r SAND with considerable fine Compact reddish brown,fine to J� �p G ; O 122 I .�,� 3 2 loo to coarse GRAVEL. medium SILTY SAND with 8•j '`'" occasional /oyer of gravelly o� Q' _ .•: sand. 1265 {� Compact,reddish brown, fine '' R 117 1&8 ° 4 1.4 2 i SILTY SAND with Q �0 scattered fine gravel. - � � 1260 41 tV , J� Compact, reddish brown,fine �� 5 2.5 Ref ''• SILTY SAND with scattered ' ;: Very dense,reddish brown fine fine grove% — NOTE — to coarse SILTY AN with o: 1255 considerable fine to coarses GRAVEL and scattered B.M. N92 Spike in power pole N°//900 5/E 18. s I. ref '! cobbles. 200' Rt. Sta 4f-00 r :a' on Carne/ion Ave. 123 Elev. /29/.39 No groundwater encountered. 120. 15.3 '•` 1.4 3s Very dense, fine to coarse �.` '4�R i d•; �t"37 .1 SAND with fine to ti O y0 v Dense,reddish brown, fine SILTY e GRA VEL. SAND with scattered fine1245 • 4YE,wE ' grove/. t i 147. 3.8 •! 8 1.4 53 ' S Very dense, reddish brown, fine •'�; BY.....'._ .. tN� tN�S S 1240 to coarse SAND and GRAVEL. �� NC 9 1.4 Q — PLAN- 6-22-65 Scale /v 40' 6-21-65 1235 — PROFILE- 7f00 Horiz /'v/0' 844 Scale , Vert. LEGEND OF EARTH MATERIALS LEGEND OF BO R I N G OPERATIONS HOOP TAM • �gfneer�•�o/ogfstr � SIZE CLASSIFICATION MATERIAL SYMBOLS CONSISTENCY CLASSIFICATION ROTARY BORING PENETRATION TEST I Plan of arty boring A1671 0100 �' Diagram show!.9Mebasis ofgrahtaize dIstrlbalion . Gravel Peat or Accoi ling to the Standard Penetration Test 2e Rotary boringLxationB-No• Location • APPROVED® or anic matter 1b holeelev uaM indeterminoHort of class names.Size g p BN0.classification is based on the M.I.T.grads " 2'� Top holeeiev. REGISTERED CiViL ENGINEER M.9369 46 • scale in field and laboratory classification Sand Fill material. Ne. Of W01MS Granular Cohesive a COr+B n4 Melafurie tX�ywtj Casing Sample comber unless stated otherwise. Dry density (Ibs./cu.ff.) Set Pushed P �� 0-5 Very loose Very soft Auger boring Size of sample (I'llfts� COUNTY OF. SAN BERNARDINO Shale Unconfined Compressive 81ows er foot 1 IIo h�60 �o Clessifrcation of earth materiels shown onlhfs '' Silt 6-10 Loose Soft Sample boring strength (tons/sq.ft• := p sin 140 81ows per foot 1912 of driving ro!► shoot Is based on fleld Inspection and ® ;,,, (U g O 1b.homniershould net be eonatroed toim meeh- andata _ , D931QnCltS3 other soils teats .; Mlth a 30«dm ) (Using t40 I b. 21Jet boring C- Consolidation CARNEL /AN- STREET 20 . A ph' Clay S 1120 SamlC0mpaCt Stiff M �- p hammer with 40 eanteol anoirsls unless stated. + c 2.4 5 4 1 1.4 6S 1 DY CLA Sandy clay or Limestone 21-35 Compact Ve stlff r--� S- Direct shear 30 drop) 30 W. ry p r-WA I2 5 �UNDERPA SS i H 00050 clayey sand I Test it _._ Z._ Conformable materiol SO LAYEY SAND CLAYEY SI �� E-Expansion Elevation 20 36-70 Dense Hard Approximate material change 6 AN SILT t` ;�- Sandy slit or ® Metomorphic rock 14« T-Triaxial compression Dote •, to ID silty sand 70+ Very dense Very hard O 2/ Cone a9inefrometer Unconformobte material change 2131 ND sl S NOOA 40 LOG OF TEST BORINGS i I • By A.L.S. `o (V 49 Q ^0 00 `� O silty Igneoas rxk O 2/Q Carla penetrometer pate of Date 20 ao Scale AS Shown Date June 30 /985 Drawing SILT Percentages boring 8 I ows per bot Check by T.D.H. g - 5 4 t. ... M a+ _ NOTES ' ... .. _ 9 ---- -1 _��i/� d�/2?' (!J/7�r alberprisv .��o!►u!l / .Mrc coffin► errs ,t,�.,t C'obrn�/� s/ia//do� v�did w►if�i flip /i/Isrr fc por�►il 1 Ar �'7Akry on 4f /r 0 ,0 ,o ,?J*/. Auxi/iary Door f'onP1 See Ce•neral APPROVED fEBRUe�Pr 196 1141 Back t lNofe 7� 3 Vier'eat/a�� sf s //��r 0 Ar O 406 4 The d'Ie/vrneelr lhxltom of Ian rL"/1# +//A00_elo*PP►/ �LEG � 41l/I , . TR 10 a 3 7,0 for Are-.11move E ENG�kEER, STERED C.E. N0. eS86 Q €/s ._ 1 • tFJ 40 o: h 3 Q r fog• traffic er, #i►/�o/04o7/eAIlet*-S Tb ACCOMPANY PLANS DATED t 6 "0 Ow 5. condo behmen f0tindk7tion and od/orent Pull boar 2 ___ .41 .� �M4 Tb puf/ box shall bo ?"s/te m/n/in fim. �� - E� s` � PEDESTAL AND FOUNDATION 4 d 'ZJ TYPE M CABINET 0 Cab/evf TYPE CABINET za �� » TYPE G AND PRE- TIMED CONTROLLER CABINETS N 26 '' s "'� Top of pedestal shall Carb,I,�ltl G�/ro/mel be large enou h to $'irnn►�e r e k"rancl -`` pro vide 3/4"� b'e%even cowwYi/i/liI/rnyfis clearance a/lo/ ser / GENE1�d L INS T,ejL L 1 T1 - ti ON NOTES ALL CABINETS around cabinet ; , td• ! See General base ('homier Note• T s'�"'�r j 1 All cabinet dimensions are nolninal ' � = edge 31B ;r 3/8 ? Faundot/ons All I t t r /nates// 2 e leioriw/ s a br oro ed o p ov�de ?' 0 min1mum cleoraftce between block w 4e AV Aba.� face• o f curb and bock o f eabine•t , �, bJe '�'rs o o I 3 One anchor bo/t steal/ be bonded to conduit or ground wire. � - 4 if telephone Interconnect /s speclfied o minitnti ► of 3 inches Ckar vertical � „ PC.0 PEDESTAL FOUNDATIONlychor '�C♦and � _ O spore shall be left be•neoth o// other equipment inside cabinet .?# ~ 40 TYPE 'M CABINET '� b�l; ,w_ Ta 3 /vof more than f Condefors from o de•fec for or ush-button r Mstb o P Can/ro/ Mir �fi A c/ cu/t shall .. • x /8''Anchor facturers frmp/ate. CABINET WIRING be connected to o terminal on the terminal board /n the controller cabinet . bolts. Length does SYMBOL S FOR EOU/P/GfENT/N CAB/NE`TS 6. for telephone► Interconnect a 3�4"c�ondulf shall be' /nshr/led /ns�dt the steel or �- .•� not include 2"-90' PC C pedestal 10 o povnt I Inch oboHr the cabinet or fln/sh!'o surface of the! P�`Q bend (4 Regd) / Moin switch Radio interference suppressor pedestal Conduit shall terminate in o No 3-112 put/pox adjacent to the• foundation. G Fuse receptacle. Cartridge fuses In Type T /n unpaved areas, o raised PC C pad of 2 4"x 3=O" x O= 4 for Type G,M and ° - - - R cob/net . P/u fuses m other cabinets G Rasher x �d„� 2 g Pre- timed con troller cabinets and of 4= f►w STATt PUP"" ►we�ec� w t/MCK OM" •��t t o,v •.. VGA* w s«en• CALIF i 4"X r Goty.cast iron a DISTRICT COUNTY E SECTION "'•` ti► a 1/2" pipe flange F. S 0. f Std. poly. 9totl pipe t } 19L AMC W j L1 r 9A/ARY 11 go. Tapered APPROVED F£ 4«Gl . tl idit46- /96i r, ~ (Thread both ends) o 011 % Z 21 3"X S" TRAFFIC EN Fbndholo and cover � w NER,REGiSTERED C.E. NO. 8386 3"X 5" t dY►olt 4 Cover « O o ©o (Do / S t. D. Min. of base min. �.-5- LQ Min at base. 2'min. 5/8"x 18"Anchor 0 6 « i �4 A� " to ACCOMPANY PLANS DATED —• 314% t8 anchor bolt ' bolt.Thread 6 1/2 ease plate © � © �T Thread 6,wtth . with 2-nuts and ,,,� ,;, T-fitting with plu These signals face intersection 2-nuts and 2- �.,;,. i 2-washers each. Length �' ,� , • washers each . Length does not include 90" ._ --Bockplate % does not include 90' k`` .1�0 _"' bend. Red louvered -Offset slip fitter Slip fitter bend. r- . --Yellow louvered Most arm Sock pinto 2 -0" 2-0 12" Green arrow . _) TYPE i-A 5TANQARQ TYPE_ I- 8 sTANQAR�3 TYPE I -C STANDARQ j (unless otherwise 7 lewe� — u •w i w. e i d r. ■ � - ( Indicated on plans) Details not shown some as in Type I-A.) NOTES: I. Standards shall be 10=0" for vehicular signals' 7•- 0" for pedestrian12" * Slip otter signals and left-turn vehicular signals, unless otherwise noted on plans. -7 ` 2. Top of standard shall be 4-t/2" O.D. Gas tube type pedestrian signals 12"Lens a " 6"Lens Mit vnn 3. Conduits shall extend 2 max. above finished surface of foundation and for i -� Types I-A -and I-C Standards, shotl be sloped toward handhole. Gas tube 4. One anchor bolt shall be bonded to conduit. type ped.s*ol til • 5► Conduit between standard and adjacent pull box shall be 2" size minimum. 6. in unpaved areas top of foundation shall be 6 above surrounding grade. W__1 _ Top Moumted 4 �,� Sift Mounted QT O Slip Fitter. SiGNAL STANDARDS Use only when NO SCALE - noted on plans.) P T T P iQ TIN BRACKET MOUNTING S MAST ¢RM MO�dNTiNG RAI - Mounting includes .terminol comportment --- �� -• -- �I Special .mountings (use only when noted on plans.) See plans for type of signal mounting. Flasher control' Int 4 Toward tab o _ rPost-type terminal Mount terminal when specified NO SCALE - 1 compartment. compartment,on intersection I- section signal head side of pote away backplate Type A- 6 or A-7 " with yellow lens and bockptote. ri'...•: ' 1 T . ,from traffic. signal mounting 2L0 r ode:trlan - \ ---incandescent sign lighting fixture. signals �Psdestrlon Slip fitter " signals ! min. go1v. steel pipe - Washers carred to Slipfitter r See "POLE PLATE" detail. tit standard b , �----3 tri"min. ` a Ptdtttrfan push, v . p _ button (When +� a— button 3i v � f. • « . _ -• Indicated on pions) . �, T - O Type iv c • Drill and to for � � � � \ Signal standard Q � kr• • p, I-A,(unless otherwise E p °D 11 t� s F-1/Z" st'd pipe - 1t *� 110 ` noted on plans) _ t - C ~ ! m t Guide �? i� Y Curved to fit �pASHER 0ETA1l �;} , • c - fs ❑ ;., ❑ �Type r -A (u�loss otherwise Two rows of 3 .... -- - f standard noted on plans) « _ set screws ` 4-1/2 Slip ON TYPE I-A, i-B ON TYPE II ,IIt OR LEFT TURN LANE ADVANCE FLASHING BEACON fitter SECTION A-A L OR i-C STANDARDS STANDARD N .� , IN STALLATiONS _ ----- POST- TOP MOUNTIN I { err" 2-3�" NOTES 1. Mountings shall be oriented to provide maximum horizontal clearance to adjacent roadway. 2. Pedestrian signals shall be positioned on the side of _ BRACKET MOUNTING standard nearest crosswalk controlled. 3. Bracket arms shall be long enough to permit proper alignment of signals. r r-e INAL Rl TYPICAL EQUIPMENT MOUNTING NO SCALE Flatwa>><htr ' 3� Cr,*t 6rome ;• 2" Pipe most arm TYPE I TYPE © � — 3/16" to 5/i6' 8, Y E II - -� — - " 6"(!t/27 on post 7/16" Hole through {For A-1 8� W-t mountings) {For A-3 &A 7 mountings) ( Cobh t�f,41-1l2" Pipe . L - 2 7 16 2 1/8 2V11 ► 3ii6 mounting ' slip fitter. A A 'C guide ? NOTES : 1 . All threaded openings shall be 11/2" I.P.S. ; -- ~3/S« S"( 1/4") on matt 16 3/6"R 1i2" �.1/2` I•'rzrt }' arm, Signet Housing, �- /1_ock rMg.Seol with 2. Serration in fittings shall match those on bottom b Flat washer i 0.051 or heavier Boge � gasket seating compound. of signal heads or in IOCk ring. I ` » 6" " - }- ` -- 3003-H14 aluminum -- •- t 3. Top opening shall be offset when backplate is used. - 27/32 I sheet k nut Shake roof lock washer _ r Loc D 11 Cutout and backplott for 12" red. 1 1/2" Nipple L 8 —SIg> ltr+nd�ord Mounting brackets « SECTION 0-d �c g 1/2 Stondord bolt 4 .: After signal has been plumbed and securee SLiP-FITTERS FOR POST- TOP MOUNTING codmlum plated a vantxed ' ` � :f t I••"!� 't` Drill signal head and drill 7/16"holy through most arm In line with •" � 13ro" eve" 21ro 2V8" attach back plate with hot@ through stip flttor. SECTION A-A Cutout and -R {6) 10- 24 min. size, Place 3/8" galvanized bolt with washer under bolt NOTE' On upper clamp omit cable backplate for head through hale and secure with two nuts guide on canter holo In standard. i self-topping and locking serrations : = and a washer. • ° ' ` ' { 12�� green arrow , } d stainless steel machine « 2 R screws. �. e POLE PLATE �. t`Irr Pt 1 REAR VIEW D threads --- NO SCALE w'• °± \� i NOTE' No background light - " . .. - ,Q A A to show between plots Stop \\ �\\�,1` X3/16 Bross Pins `__ e and head. `- Use wh3�e locking r�rlg 1 ' BY`"c��REC?IONS r N ' A K PLATE .s not -ntcgral r,-th 0 FRONT VIEW 1AY - •------ 3 Cadmium plated sI ,jai lead ' t it2 GLASS LENS) steel set screws. g STATE o f C A L I f 0 R N I A i Rin to be Of brots of sufficient • DE PA R T M E N T O F P U B L I C WORKS "R Q,TIQNAL LOUVER g P ClA,� 90 ELBOW contact area to cover flonge on '"" '" �- 0 I V I S I 0 N OF N 1 G H W AY S signal housing. A -One for tact, face , elccept NOTE: Louvers st+olt be "cured in gloat with $��P FITTER FOR MAST those with special Nip . STANDARD DETAILS NO. _R 3= �+� ono plated brass machine screw and nut and orknttd A M NTIN , LOCK RING fitter mounting. as directed by Engineer. TRAFFIC SIGNAL AND Y TPt! MENTFITTINGHIGHWAY LIGHTING 3 SIGNAL HEAD ACCESSORIES INSTALLATIONS NO NO SCALE NO SCALE Not to Scale DRAWING NO. E- IIS .. - Revised �_ 6� I ES - 2B-2. ,:;�.. : ""� s- ,, C ,.�:.� . ,°.,- -. _ �.. •. � "�iE Ff t t41ef, Pity f• 4. * r4 � .• I fy ►— -- f AL IFbrass stud bolts,nuts and _ - - -25"�`--- --- washers,2 per box. Recess FEBRUARY 1,964 D �Of IV _ cover for nut. ,. " APPROVED f„c,. �� ,�„ ISBN — iGi.. ._.._/.9 �---- -�- -- `�'."' `�' "f �2�• _ - - Inscribe _ •.1- ,. .r• .,YIz�zul�, r � _- - -- �. --TRAFFIC SIGNAL -- - -----_ _- _ TRAFFIC ENG R REGISTERED �-„,,,• o : i C.E. ALO. 8586 _ _ STREET LIGHTING `gti when containing :J STREET •�� - .o HIGH VOLTAGE m signal conductor �€ LIGHTING } STRAIGHT SPLICE (600 V or 5000 V) _ _ _ - - _ -- _ _ Omit for low „y •,, a �• voltage circuits /3N i•-- - Street level « • A tj x 3 i N�N - MD N //2 II w IID II I/�N �� 2 / • V w G -� - --- --- -•:. ..-..,w �, _ Grade (See Note 34. N a, 4-ii - - _ - _ - _ Pre last reinforced concrete - - B n ng s, a : 4Q'ET !� N� COC 1 Conduit to con- Use 4-way pressure ; t Jumper N V 0 v ' � C, 1 /ler or re/o cy *, Bonding --- -;Seo/ around conduN -- - y o a sleeve connecter �> ' t. ' , ,� _ r"”" •. cabinet. Exact *. o H b Jumper ' with mortarx s i o ; location to suit c J with branch remo,�rd O _ ;E 2 lh/ephone co. or e STRAIGHT SPLICE DIMENSIONS Inches ! Extension when box houses 3 s •o ,. .. ,. .� � ! b < ;,.�. ,�; � o po*+er co. When � � � � � aq, � Q o AWG _ transformer or bollos t ! - • o 8 D • , containing tele- 0 0 o O v � V c .' w; ,A Clean crushed phone cable s/ze ! . c ' . c o E 600 Volt /4, !2 or /O Sold 2” �. " o e t -- -- - - - -- - - - - -- - -- - - _. ? =F Clean crushed i N O. 3% rock sump shall be I-/f2 m v `o 600 Volt 8, 6 or 4_S_'ronded 2 12 ip co F:. rock sum, . Z_ ?rolephone oar power and minimum bend- f `" cowpony manhole. Ing radius sha/l (� 0 �i � 5000 Volt B Solid - - - 3/ '' - ,. " _ 4 be 36 ,,. .,� y M� _ T- SPLICE DIMENSIONS - Inches Groundrodwhenspecif�ed UNDERQROUND MULTIPLE MULTIPLE MULTIPLE MULTIPLE SERIES MULTE AWG "g" "p" _ or when box houses SYSTEMS SYSTEI�AS SYSTEMS SYSTEMS LIGHTING SYSTEMS 7 transformer. - - A � M Drill and countersink for TYPE A TYPE C TYPE E TYPE F TYPE G TYPE J /4 deep recess cast ,� t- IV volt /4, 4.2 or /o Sold 2" t� " 1 �n cover seat. flat head screw NOTES .. „� N— ; 4 i 4 Pull box corer 600 VOLT " T SPLICE C Connector Length Approx. It space 4.Q Position of service equipment to be determined by serving u1I/ity. •; .,,,�, M N �. All b . Sec Service Grounding detail. _r . • t " - 4 Connect bond, to /f service pole is ufi/�/y owned, service riser shall be furnished by Contractor a�td t N.C. x / ground rod,meta/tic conduit instal/ed by serving utility. On S1oh owned poles the service riser shall be - FHM S. with 3 . . or ground wire. furnished and installed by the Contractor. Service riser conduit shall be _ P Ecz'_ washers and 2 ., Bollost handle terminated with o service head and shall be staled to prevent the entrance of PROCEDURE D U R E tuts, o//go/vanired ► water, as approved b serving uti/it . �. No. 5 pull box OA y g y Steel. ® Service switch A +4ve �nsufotion from each conduc►ov . e#;s prance % C +% and pencil o with extensiion to dimension �a t4otlghen panc,;Ing, ► Ba//oSt J �: 4S Meter socket box with either.manual circuit closing device or space for jest Bo/lost hanger block os specified NDTE A� Bo/lost I/ - /i4"x I-/12"x 114"F-B. B. Train conductors and,o/oce connector, centering over busted cable ends. steel galvanized. n 5 fOTION A-,4 - 'g M°u ' ELECTRICAL AND TELEPHONE SERVICE DETAILS C. Crimp connecter, Il Crimping too/ is not ratchet / ballast handle of bo/once p F ype, solder camp Top o/pull boxes shot/ be flush with surround- connection. Ing grade or top of adjacent curb, except point. that in unpaved areas where pull box is not , A D. Insulate-Use melhod Won high voltage clrcwts unless otherwise specified concrete i e 70undation., adnt to and protected by o BALLAST INSTALLATION IN ROADWAY PULL BOX t A trach fo grouna "8 AWG stranded e concrete pole or other protective Clamp Solder cables to cutout -- construction, the box sholl be buried /2 inches �--- fe: mina/s; fill openings below grode and shall be marked by a pull box Ground as with approved sealing marker placed adjacent to the pull box. Where PULL BOXES 8" °' 7 _ required for serv, compound. ' I_NSU L AT I N G A+1 E T MOO S procticob/e, pull boxes shown in the vicinity of : - curbs shall be placed adjacent to the bock of - N �:, �'Di/nd int white with 314" a Lo yd C/rcu/ts (0-600 volts I Method A curb, and pull boxes shown adjacent to standards � _PB / Chamfer L_�. h. , _ € � , diagonfal p/acct stripes _ r. , sha/l be placed on side of foundation, facing 4 • Imbed spode bracket Point Block � =' r '. s f � --�- ' ` y in concrete /n bottom � I. /y one Coot o!rubber cement land a//ow to dry. traffic unless otherwise! noted. Y // x (Set of pull bo Coble c1amD /O or//goy! O " Point While r, vertical) 2. Apply /ow Jro/tope tope /o o thickness equal to original insulation,painting , - •' a enamel Series lighting cob/e lino/ /oyer with electrical msu/oting coating if P. VC. tope �s used. - - � � Target P/ote - _ 9/• i 711,6 !M r - A A 18 Qoge meto/ , Hiyh_9e Circuits (60/- .5000 volts) Method ;4" ,— � l�/¢..� -f- i, GROUNDING CUTOUT ,-•• _ 6 — ,■„� _ till ��'►' • pp/y one coot of rubber cement and allow to dry. SECTION A-A f 2. Apply high voltage tape to o thickness equal to origmol /esulotion ,,f„F - FRONT REAR J. App/y two layers of/ow vo/loge tope,tial) lapped. - _ • - (Type A Gude Morker-No Reflectors) ...•....--.-- „!gh�Qe or Low Volta circuits - Method 9” s o PULL BOX MARKER_ Y_._.��-�• L .Q�op/y two /oyers,ho/f/agoed,of synthetc,ov/ resistant,se/t fusing rubber type. - NO Gp�REGT,ps 30 2. Apply .oaOT"thick P.VC. tape to o thickness equal to orig/nol insulation. M 1040/ometer precost r V2 Condult----__. concrete bra. InjcrAbe u/t Graur�d clomp t/2 Cfand -�. / co", ofar"nd+ and required fillings ~81 b♦ aJcce st i". 3- •4op/y two Iayers of os,Pho/t impr-egnoAtid,open meshed fobrrc tape and fuse in A 0 Cooduit ♦»usf trued io grc�d electrode to CW 2.0 0 0.5 ~C ►da/t Gfnwnd CAnfp pro l tc t grofvnd ogre f,*" mechOn,o! 117*r�! 30 —� N 'T4 ,. ' . >. ,,. NOTES.' . GENERAL NOTES 0 2 0'J When water pipe is used for ground, , �t A// dimensions r n min /. ZS Face of wood galvanized f S'.� are 0 o wire 'shall be enclosed in � • Ground e/gclrodt pole or face of •-..:�� " p rigid condult,or equivalent mechanical ; 2. Rubber tapes shall be rolled' after application, concrete foun- i 8~ protection. dation for steel 1 3, /f P. VC low vo/twge lope /s used as a final loor, _____ _..-. Rod or pipe electrodes shall be - yw ,game tmished sp/ice with 1� 90 60 30 0 30 60 90 !2Q p _ A6A driven 10 o depth of of /los/ B ft , o%.---------- TYPE "A ` STATE OF CALIF�J-�R... electrical insulating coating. « N Ground electrode O T E FEET TYPE 13 below surrounding grade pEPAR1MENT GF PUBLIC WORKS IT JM (Use where serving utility requires 18 I' SAi®,Idfed Ni i .moi i s a nelectrodeandpole) DIVISION OF HIGHWAYS SPLICING ver of L f� nfsert 50 .w so#v hW gh�Ij be/wee WIN .00,000 L&Msrr M*ecwy VeAw Lemp Installation shown ,s for s,de- SERVICE GROUNDING STANDARD DETAILSNo. } � �• � walk land paved areas mit �_ _ , 1, R 4T, of lac ground SCALE 4 .Y concrete box and ate ro d NO AL Icy} - " clamp and fittings above ground HIGHWAY LIGHTING 1n unpaved areas. INSTALLATIONS .. i. a s •. - r1 • ti P., 1 N fI 11 '44, H���44 0014. Q&A&Mf N a �r r - - -- -- - -- NO SCALE t t DRAWING NO E. 11 � f. v�