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HomeMy WebLinkAbout1-125-0190636 A l A4A:'0 R TED GRAii/C/L AR MATER/AL 90 % (M/it//"Y") R6Z Rr1 vE C-0"P,,96T/0A/ — 5 E L E C r6O M109746R/"9 L 5 ('1WI t'E O) 90 '/ (Mht//M&1W) RED 19T/t/E COMPACT /Oit/ I � TR6tICII X\ ; ZONE Z o�vc FO UNOFRT/ON OA y L. / G /-/ T L //t/E L/A-,!/75 OF F/LL 5 E E FC FAA/ (T SAP) - SELECTED 619CHF/1-L 1WRrERIR4 5 90 % (,WIN/N!L/M) REL i9T/ vE COA-IRRCT/ON T "$Q� ?Mw BY BOYLE E REENG CBRMW TION TO THE COIF O $Aid BER ' r E AS 1I�CORf T 1N THE C0 flOCt{�iENED TS O HILS #FROf Na 3► CONTiAC1`e.►'NAGE AEILi'tiMS'''► cif$MARCH fJl 19t W-NO REVISIONS MADE SMEQUENT TO HOVE 1995, WERE Now IN HOM THE COUNTY HAS RETA TO_wK sum k Mi AIO BOYLE HAS NO 08EI WIN P' Te*sum MD WiLL Ifff Rw ► SUCH '""M TO REYMM TK ACCUR0, ± %VWy 01 ECM OF WM R'EYISIOAS, OR FOR ANY OTHER FcfIME RCP 1 ' - O " TOPS O/L /N 6,04 F COUR,5e Fig/R WR y RR45RO Oit/L Y (TO ,BE 106RCE,0 'es-, GOC F CoC/R5E) X"/,X /xl' /\ 1-0 ROCKY REFILL — CRU5116D ROCH A TRENCH 5 E C T l ON DE rA / L. n NO 5C)9L E 8'X 8' RCB I - At E,_ o„ ro 3 0„ r f-'P/Ci9 L E% 5LP F!N/ 5 H GRi90/NG DE TAIL 4 NO SCHCE RIPE ,8E,0D/N6 O' TO 5' OvEREXCAVgr/ON 19A10 ROCH 19EFILL 4„ CLR SLOPE PER C0Aj TR19CTORS \�\ E VCq vAr1Ow PL.4w \ 0VEREIC19 v/9T/01v \ _` 9"M iPE/NF. CO/VC. CR/aOL E „6,446 6��� U YK RCP l/iY�OM��7GTE0 �YArivE' /yATE.P/�'L / "" C,pUS/!ED r40fk A gM � SEE DETAIL yy FOR APPL /CABL E 0/MEN5 /ON5 ,9AID CAL L O UT5 O ' ro 5' o vlfRfAICR VAr-O.v /9A10 ROCK' REF/L L .rr /L 4 TR E AI C H 5 E C TI ON W/ 45?4-,C CRRoz E OE TYq/L 2� NO SCALE _ W/OTH - 5RME ,95 Ex5 r t c"' /it/CHE 5 ��� CL AS 5 f3 PCC 1/4 R /9t/G EX /51-ING f i/4e"(3112" Al/A/) EX/5T/NG f 1 " PREPARED 5U8GR�90E---�'"lil_I►I�i��_il�=►� (,3" /Vl/N� CLAS 5 2 AGGREGATE BR5 E C0/vCRET6 GOLF CRRT TRAIL ,_ w10lr1v - 5pw/E 195 EX5 r 2" x G" wo 0.0 E/v t 2 /NCI -/ES NEROER AND 195P111?1- r CoNCRETE 57-19HE5 v SEAL Copr—, PREPARED SUBGR�9DE ---�' 'li-iii=���-��'=►ir= rll CC,1?55 2 R66RE GRTE 885E * A C G O L F CART TRRI el 404E TA/L 5 /VO 5CRLE — 'k NOTE : CoAlCRETE ,9iI40 h'C GOL F CART rRR" 5 TO BE ReAleO !iElU 4 P' CO/(/TiQiq C' TOR. GOOF CRRT T,RA/L 5 TO 6 E R EP1_,,9C E,0 e Pl GOLF (foaR6 E. 1QV6 EX/5 r/NG t //2 " (1 %4 "N1/N) EX/5 r//t/G f 1 " (5 „ "//v) GAL v , BARBED (4 REQA F//V/5f1 GR9D E ')TODD E D 517L �I /po 5 r5 19r it 0 C /Ii1,gX I' II v K/rRE TE�t/ER5 II u Ait/C11OR PL ATE — 6191'F6E0 911147E FEN(f45 Z) E Tiq /L. 3 NO SCALE _ 14- 9 Ile" X /G " UT/L. / T p eOX W/Thy C-R57- /ROit/ G/9R7E 5EE LACFD 5rc .DWG 2-04 79 CONCRETE COLLAR 8 " RCP OR CO/VC / /PC ORR/N 57Ve YARQ 01,9191A N 8S / LOWRY ENGINEERS • PLANNERS A10 5CRLE REVISIONS /Soc lL, Er7c7#-;eerirx7 Cor0or,-jtion MARK DATE DESCRIPTION 0 /Mmml- consulting engineers i architects 4.15.85 ADDENDUM i 5- I.65 ADDENDUM Z © 9.Z-85 MOD. Cpn/C. AQcN RElwF, BY MRC :RH C' w RECORD DRAWINGS Intormabon Obtained From Client's Records e, NBS/L Records Contractor's Records 1. 8 �� Date /: COUNTY OF S 'BERN- MDM DEPARENT OF TRANSPORTATION/FLOOD CONTROL CHINO HILLS ASSESSMENT DISTRICT 85-1 LOS SERRANOS CHANNEL EXTENSION eI l,��,f�►�- ®���8� ,� �„sE oErss z _ PROJEC MANAGER R.C.E.RENCH SECT,. NO. DATE FENCE, FNSH.GR., 13084 4-15-85 CART TRAIL, AND DR. DETAIL PROJECT GIVE C.D. LEI GHTON R.C.E. NO. DATE DESIGNED DRAWN CHECKED BEC JOB NO. APPROVED BY DATE MAR 85 FLE NO. DWG. NO SHEET NO. S M B RAW M R C S 5 I - 120- 02 COUNTY ROAD COMMISSIONER / FLOOD CONTROL ENGINEER DATE SCALE AS SHOWN D — 2 16 6 C — 6 2 5 OF 51 I- I25-1 /25-27 90636 Ste, J U1V C r10A1 5 TR I/CTl1R6 o 5EE I_AC F0 5 r0 x DwG 2-018 9 , s o° m 00 QU 00 qh �►►Illf,, T r' '�Illl ►�' i f� 1.50' I� 8 X 8 R E/V/F' o m) JUN C T/O1tl COXICRETE , STRUCTURE aox c� ctj � 5EE LRCFO 5 r0 ,o wG O2-0e35 O O� ti PI. AN 0 0 0 6 0 " R611vF'0RC6,0 If ON (fR676 �'/F'E 96 " R61NIZ-ORC 67L7 (f01vCRer6 P/PE M 9lo'i4E'/NFOR C ED CONCRETE RIRE JUAVCT/ON STRUCTURE 5EE L.RCFO 5rD vwG E D / 8 9 PZ_ RIII 72 " RCP EEG C RING W/ 5f1OR7, L EA1 G 77H WI TN E3R/ G e MOR.,rwR PL U G OROR 577E10 DROP STEP 5 EE /_ 19CF0 5TD 8�L: C R11vo SEE LACFQ 5710 0wG 4e-0 9ro 0wG e -0 9& COt/C COL 1-19R III-III_I'=rrl_tll_rll= ''1=III-III=11Ii=III=r' =III-ru =III_ I�111= It 77 //1(/ EL INI/ EL 5 -1.5 O 10 - //V !/ IAIV E L G 78.00 - - - G34.00 o 0 5=1.44 a .5 1.44% 5=13.5�% 5= 1.80/ S= 1.80/ w 1NI/ EG - _ G79.82 lZ" /NV El- Co7(o.44 rRR1(151T/Ot! Rr(/o 7-R1-?A1517'101 / 9A10 8'X 8' RC 8 JUNCTION! 57'961CT61RE 17(0" RCP 9(o" RCP JUNCTION 57RUCTI/RE 60 "RC P Ti9ENCF1 5EC7,10AI j 7R6AIC!/ 5EC71OAI 1 5/1W/L.FI9 TO C (0 5/M/C f7R TO 5ECTiON 5 E CTION 5 TAT101V 108 -1- 26.8l COMB/NAr/ON 7_R.9N5/7-10N ANO JUNCI'/Oit/ STRUCTURE DETf�/LI /I = 4 OF 1 57_R7_10 1 1.32 f OO. DO JUit/CT/ON STRUCTURE ZD Z Ti9/L.(�2 TOP OF GRATE CROP 5 re)v S E E RL 19AI 5EE LfACFQ 0710 0w6 e-09& 0 IA46AI5 / 0 Al 49R1ES SEE PC RA15 00„ RE1Abe-ORCE1_7 C01t1CRE7_4Le- P/PE S P TD .0,09.9/41 rri= - -err='rrr_rrr= T 24 " MA; Al PO L. E . kV / TAl C195 T IRON 9A1,0 6R19 re Q O G. T TO 4 RII"6) 5EE I-R C.o'.C7 570 ,O W6 - C74 72 5/N11 ,� RR) • g W AI SLP� � __=IIl.zlll= ="III=11I� I , 9 Ile "FOR 60 "RCP 1! "FOR 9(0 "RCP 7 '-5 " FOR <o 0 " RCP 11 �l" F0.4' 9l "RCF if 4 ,`OR 5 ' $ 8 ' fFCP I-RCIIC-D 5r10 0wG 2- 0184 L7zc_TR/L 3 TOP OF GRRTE 34 " "RIV1711Oz E" W/Ti / C.195 T OROP 5TEP 5EE P1_1qN IRON 14-R.9ME .9NOO GRRrE 5EE LRCf 0 5TD (804T TO f19109it9E) L7wG C2 - 0 96 5EE I_ 9CF0 5T0 OW6 e -04 72 (51"169R) S L P TO ORA�w 5 L P TO /O q 9/ Al rl�- —III=1i, rrr,rrr_ _ =III= N BS / LOWRY ENGINEERS • PLANNERS 24 "MRNA1OL E FOR 8 '18' RC,B RECORD DRAWINGS LRC'F0 5T40 law,57 2 -10184 Information Obtained From Client's Records NBS/L Records 3,18 „ _ 1 O11 Contractor's Records flag REVISIONS COUNTY OF SAN BERNARDWO die Er7Q#.7 efinc7 ci roc7ratfon MARK DATE DESCRIPTION BY DEPARTMENT OF DEPARTMENT OF] CONTROL 4-15-851 ADDENDUM I - GEN'L REVISIONS MRC -onsultinq engineers I architects I CHINO HILLS ASSESSMENT DISTRICT 85-1 LOS SERRANOS CHANNEL EXTENSION 00:d1 z'- /?Ol/ TRANSITION /JCT STRUCTURE, PROJECT MANAGER R.C.E. NO. DATE 13084 4-15-85 & CONC. PIPE IVIH. DETAILS PROJECT ENGINEEV C.D. LEIGHTON R.C.E. NO. DATE DESIGNED DRAWN CHECKED BEC JOB NO. APPROVED BY DATE MAR 85 FLE NO. DWG, NO SHEET NO. S M B RAW MRC S 5 I - 120 - U 2 COUNTY ROAD COMMISSIONER / FLOOD CONTROL ENGINEER DATE SCALE AS SHOWN ®- 2 16 6 C - 7 2 6 OF 51 1-125-1 /26-57 90636 90636 570 560 550 540 530 —60 —40 —20 0 20 40 60 STATION 18 + 50 570 560 550 540 530 _ —60 —40 —20 0 20 40 60 STATION 18 + 00 560 — I ----------- 550---------- ------------r--p'�------ ----- 540 530 -1 1 1 I 1 j I 1 I —110 —90 —70 —50 —30 —10 10 30 50 70 90 110 STATION 10 + 00 570 I 560 550 540 530 1 1--- -- I I _ I I _ 1 —60 —40 —20 0 20 40 60 STATION 20 + 00 570 560 550 540 530 —60 —40 —20 0 20 40 60 STATION 19 + 50 570 560 I I I — — 560 — 550 h�` 550 540 530 ` —110 —90 —70 —50 —30 —10 10 30 50 70 90 110 0 STATION 9 + 50 560 I 550 ----------------------r--— — — — — — — — — — — — — — — — — --- 540 540 4111 560 570 550 560 I . I 540 550 530 540 1 - —60 —40 —20 0 20 40 60 —60 —40 —20 0 20 40 60 STATION 21 + 50 STATION 23 + 00 570 560-------1---- — --_ 570 550 560 540 550 530 i I I I I 1 I 540 J ' -_ _ I 1 I —60 —40 —20 0 20 40 60 —60 —40 -20 0 20 40 60 STATION 21 + 00 STATION 22 + 50 H4 -"L DRAWINGS PROVIDED BY BOYLE ENGINEERING CUtc�',(W TION TO THE COUNTY OF SAN BERNARDINO ARE AS INCORPORATW 'N 14F CONTRACT DOCUME NTS FOR CHINA HILLS PROJECT A,RFA No. 3, CONTRACT No. 2, `DRAINiiGE FACILITIES", DATED MAROJ 1985, AND NO REVISIONS PAIADE SUBSEQUENT TO NOVEMBER 1. 570 1 1?15. WERE INCORPORATED HEREIN BY BOYLE. THE COUNP.� TY ^1' j ^INED OTHERS TO MAKE SUCH REVISIONS AND BOYI. F Hk� -1C JBLIGATION WITH RESPECT TO SUCH AND WILL NOT Rf. . .H REVISIONS TO DETERMINE 9HE ACCURACY, ADEQUACr uR -�' Ov SL'rH REVISIONS, OR FOR ANY OTHER PURPOcIr. ---- 560 ----------1---- ----- I 1 570 —, 550 -Me] 560 550 -- 530 —1 I I I _ I I I 530 1 ` I I I I 540 I ' ' I 1 ._ —60 —40 —20 0 20 40 60 —60 —40 —20 0 20 40 60 —60 —40 —20 _ 0 20 40 60 STATION 19 + 00 STATION 20 + 50 STATION 22 + 00 530 I -- -110 —90 —70 —50 —30 —10 10 30 50 70 90 110 STATION 9 + oqD A C-9 1�0 'c" 570 -� 570 -� 570 570 560 560 560_ I p I�Oti• �� 10� O�j b0 sso 550 I 1 I , 550 550 I t t t i I 540 � � --- --� t t J 540 i ( -60 -40 -20 0 20 40 60 -60 -40 -20 0 20 40 60 540 ' ' ' 540 STATION 25 + 50 STATION 28 + 00 -60 -40 -20 0 20 40 60 -60 -40 -20 0 20 40 60 STATION 30 + 00 STATION 32 + 00 570 sso � sso � 560 570 I 570 I � 570 I 550 560 — -- �— ---� �— O 1 —"-mow 560 560 O� I 550 540 - - -60 -40 -20 0 20 40 60 1 550 550 STATION 25 + 00 i I 540 ' -60 -40 -20 0 20 40 60 540 --- t - t t 540 STATION 27 + 50 -60 -40 -20 0 20 40 60 -60 -40 -20 0 20 40 so STATION 29 + 50 STATION 31 + 50 570 i 580 560 — 570 570 _ � 00 — — 570 I i gyp, ------------ �----_'-' 560 550 �� ---- — __-- _---_-�..---..,----- ____�.— °' i 560 I i 560 0 540 t t -- 1 1 t 550 I ihh'L' -60 -40 -20 0 20 40 60 I 550 STATION 24 + 50 sso I 540 -60 -40 -20 0 20 40 60 STATION 27 + 00 540 - ' �--� -- � 540 - ' ' ----� -60 -40 -20 0 20 40 60 -60 -40 -20 0 20 40 60 STATION 31 + 00 570 STATION 29 + 00 THESE DRAWINGS PROVIDED BY BOYLE ENGINEERING CORPORA- TiON TO THE COUNTY OF SAN BERNARDINO ARE AS INCORPORATED IN THE CONTRACT DOCUrx"ENTS FOR CHINO Hil IS PROJECT AREA — — — — — -- — — — — --_ _ — 570 %1— _ No. 3, CONTRACT No. , "DRAINAGE FACILITIES", DATED MARCH 560 _ — — _ - �- 1985, AND N0 RFViSi014S MPODE SUBSEQ_IEINT TO fti0VEMSER 7, 1985, WERE INCORPORATED HEREl"? BY 80YLE. THE COUNTY HAS RETAINED OTHERS TO MAKE SUCK REVISIONS AND BOYLMS — _ _ _ _ — _ — — _ — _ — _ _ _ — _ _ _ s7o NO OBLIGATION WITH RESPECT TO SUCH, AND WILL NOT REVIEW hh0 SUCH REVISIONS TO DETERMINE THE ACCURACY ADEQUACY OR EF17PCT OF SUCH RFVISIONS. OR FOR ANY OTHER PURPOSE. r' — 550 � - --- �— I IOOti• 560 560 6p 540 550 t t -60 -40 -20 0 20 40 60 1 �v 550 STATION 24 + 00 550 � 1 540 -60 -40 -20 0 20 40 60 540 � STATION 26 + 50 540 ' ' - -- - ' -60 -40 -20 0 20 40 60 -60 -40 -20 0 20 40 60 STATION 30 + 50 570 �10 STATION 28 + 50 — — — ------------_----- ---- 560 _ j—"`—"� 560 i REVISIONS COUNTY OF SAN BERNARDNO i DEPARTMENT OF s 60 i f I bhp .� CmBY MARK ��� ADDENDUMCR�T Ch�.9N�'E CRy DESTRANSPORTATION/FLOOD CONTROL Ihhp• ____ �h _��� .1 IVO consulting enQineers i arcrutects CHINO HILLS ASSESSMENT DISTRICT 85-1 550 sso LOWER LOS SERRANOS CHANNEL CHANNEL SECTIONS PROJECT MANAGER R.C.E. NO, DATE 7/ 3 9 3 •2 s- S S 540 540 -' --�--- J PROJECT ENGINEER R.C.E. NO. DATE STA. 23+50 TO STA. 32 t 00 -60 -40 -20 0 20 40 60 -60 -40 -20 0 20 40 60 DESIGNED DRAWN CHECKED BEC JOB NO. APPROVIED-BY DATE MAR 85 FILE NO. DWG. NO SHEET NO. STATION 23 + 50 STATION 26 + 00 C R H S LW S 5 (- (2 0— 03 COUNTY ROAD COMMISSIONER FLOOD CONTROL ENGINEER DATE SCALE D— 216 6 C —10 2 9 OF 5 1 1-125-1 /Z9-57 90636 580 570 l 560 1 �hhh. _l 550 3 540 - -60 -40 -20 0 20 40 60 STATION 34 + 00 570 560 550 540 _60 -40 -20 0 20 40 STATION 33 + 50 n 570 560 550 540 -60 -40 -20 0 20 40 STATION 33 + 00 570 I 560 h h�. h 550 i 540 I -60 -40 -20 0 20 40 STATION 32 + 50 570 560 550 540 -60 -40 -20 0 20 40 60 STATION 36 + 00 570 I I 560 h• I 550 540 -� I -60 -40 -20 0 20 40 60 STATION 35 + 50 570 560 550 540 -60 -40 -20 0 20 40 STATION 35 + 00 570 -1 560 f 550 540 --�---- —.� -60 -40 -20 0 20 40 60 STATION 34 + 50 lHL.) UiiHWINGS PRuvIDEO BY BUYIE ENIaNEERING COK�'ORA- VON TO THE COUNTY OF SAN BERNARDINO ARF AS INCORPORATED rN THE CONTRACT DOCUMENTS FOR CHINO HILLS PROJECT AREA 'fb. 3, CONTRACT No. 2, "DRAINAGE FACILITIES", DATED MARCH 1985, AND NO REVISIONS MADE SUBSEQUENT TO NOVLMBER 7, 1985. WERE INCORPORATED HEREIN BY BCYI E. THE COUNTY HAS 21AMED OTHERS TO MAKE SUCH REVISIONS AND BOYLE HAS 40IMICATION WITH RESPECT TO SUCH, AND WILL NOT REVIEW SUCH REVISIONS TO "DETERMINE THE ACCURACY, ADEQUACY OR EFFECT OF SUCH RFV►StQNS. OR FOR ANY OTHER PURPOSE. I 570 — I — — — — — 1 � � 560 550 540 -60 -40 -20 0 20 40 STATION 38 + 00 570 -� ----- — -- ' -- --- I hho,. 560 550 -� i 60 540 -60 -40 -20 0 20 40 STATION 40 + 00 580 - I 570 -� I -- ---ems — ----------- 570 - 1 560 560 - I # 550 I 550 - 540 -60 -40 -20 0 20 40 STATION 37 + 50 570 560 550 540 _60 -40 -20 0 20 40 STATION 37 + 00 570 560 550 60 540 -60 -40 -20 0 20 40 STATION 39 + 50 580 I 570 I 560 I 550 f 60 540 ' -60 -40 -20 0 20 40 STATION 39 + 00 570 560 550 —J 60 540 �-- ---� 4 -60 -40 -20 0 20 40 60 540 - - — + --- ----I STATION 36 + 50 -60 -40 -20 0 20 40 60 STATION 38 + 50 REVISIONS COUNTY OF SAN BERNARDNO DEPARTMENT OF /3oc�/0 Enginc�er/nQ Cof/:or�t/on MARK DATE DESCRIPTION BY 4-TRANSPORTATION/FLOOD CONTROL 228 ADOEiI/DUrN 1 - NO CENl3E CRH CHINO HILLS ASSESSMENT DISTRICT 85 1 Immil. consulting engineers i arctiltects _ LOWER LOS SERRANOS CHANNEL PROJECT MANAGER L/71� PROJECT ENGINEER R.C.E. NO. 1?139 R.C.E. NO. DATE 3-25-69 DATE DESIGNED C R H DRAWN S LW CHECKED BEC JOB NO. S 5 I - 12 0 - 03 APPROVED BY COUNTY ROAD COMMISSIONER / FLOOD CON CHANNEL SECTIONS STA. 32+50 TO STA. 40t 00 DATE MAR 8 5 FILE NO. DWG. NO SHEET NO. SCALE D - 216 6 C ®1 1 30, OF 51 1-125-1/30-57 0003E 580 580 I 590 590 -4- - - - - - - - 4 ------- --- 570 I 570 580 — - L - _ _� _ _ — -- — _ — 580 I A ti I p I 3 560 560 570 6p 570 hpp• • i , h 550 550 560 560 60 -40 -20 0 20 40 60 -60 -40 -20 0 20 40 60 STATION 42 + 50 STATION 45 + 00 550 ----------- _ - ry i _—J 550 -60 -40 -20 0 20 40 60 -60 -40 -20 0 20 40 60 STATION 47 + 00 STATION 49 + 00 sso 580 58.0 I 590 1 580 I_________ 7- 570 570 580 ----- — — — — — — ---:----- -- o,°' I i 570 I per' 560 560 570 � i I = 560 550 1 1 550 1 1,J 560 - -40 -20 0 20 40 60 -60 -40 -20 0 20 40 60 I I STATION 42 + 00 STATION 44 + 50 550 550 - -60 -40 -20 0 20 40 60 -60 -40 -20 0 20 40 60 STATION 48 + 50 j — — — — —-----t------- STATION 46 + 50 590 � I F- p 1 580 570 I I I I 580 j /--570 — -} 560 580 ---------' co 570 I ' �• 560 550 ' - --_—J 570 A� I -60 -40 -20 0 20 40 60 Groh. j I I STATION 44 + 00 I 560 -� 550 ' I 560 ! i -60 -40 -20 0 20 40 60 i I STATION 41 + 50 5 s o 580 550 -60 -40 -20 0 20 40 60 580 — _. � i -60 -40 -20 0 20 40 60 STATION 48 + 00 ( STATION 46 + 00 570 — — 570 sso Op 560 560 580 I 580 — `--- F-- — _ -------__----------- ------ Imo----- ' _1 i 550 1 1550 —�--- --- _ _J 570 �h 570 6p0 -60 -40 -20 0 20 40 60 -60 -40 -20 0 20 40 60 roA' h STATION 41 + 00 STATION 43 + 50 ? I THESE DRAWINGS PROVIDED BY BOYLE ENGINEERING CORPORA- TION TO THE COUNTY OF SAN BERNARDINO ARE AS INCORPORATED 560 560 tN THE CONTRACT DOCUMENTS FOR CHINO HILLS PROJECT AREA No. 3. CONTRACT No. 2, `DRAINAGE FACILITIES", DATED MARCH I I 1985, AND NO REVISIONS M4DE SIJBSEQUENI TO NOVEMBER 7, 19R5. WLRE INCORPORATED HEREIN BY BOYi E. THE COUNTY HAS 580 580 XI DINED OTHERS TO MAKE SUCH REVISIONS ,AND BOYLE HAS 550 550 -J-- __ i _j AO OBLIGATION WITH RESPECT TO SUCH, AND WILL NOT REVIEW -60 -40 -20 0 20 40 60 -60 -40 -20 0 20 40 60 i SUCH REVISIONS TO DETERMINE THE ACCURACY, ADEQUACY OR STATION 4 7 + 5 0 tEFF[CT OF SUCH REVISIONS. OR FOR ANY OTHER PURPOSE. STATION 4 5 + 5 0 COUNTY OF SAN BERNARDf40 570 _ -- — --- — — — _ _ _ — _ — _ ._ 570 $ REVISIONS DEPARTMENT OF hh /3arc E r�nrg co�l� MARK DATE DESCRIPTION BY TRANSPORTATION/FLOOD CONTROL I I �`' � I hrO�• C ZZ-85 ADDEi1JOlJM 1 - NOHr9NGE Cf7fi 6p• ,� consultinq engineers i arcr,Itects 4 CHINO HILLS ASSESSMENT DISTRICT 85-1 560 560!! LOWER LOS SERRANOS CHANNEL i PROJECT MANAGER R.C.E. NO. DATE CHANNEL SECTIONS I7/39 3-zs-60s 550 ' _ _ i �J 550 1 1 1 — _ - -----J PROJECT ENGINEER R.C.E. NO. DATE STA. 40 +50 TO STA. 49+00 -60 -40 -20 0 20 40 60 -60 -40 -20 0 20 40 60 DESIGNED DRAWN CHECKED BEC JOB NO. APPROVED BY DATE MAR 8 5 FILE NO. DWG. NO SHEET NO. STATION 40 + 50 STATION 43 + 00 C R H S LW S 51 -12 0 - 03 COUNTY ROAD COMMISSIONER /FLOOD CONTROL ENGINEER DATE SCALE D - 21 6 6 C —12 31 OF 51 1-125-1/31-57 90636 1-125-1 /3Z-57 1-12 5 -1 /33-57 90836 610 610 — — — — — — — — — — I 1 610 1 610 I — — — -------— — — — — — — — — — 600 —--._------------ --- ----------------- -- 600 oti soo 600 ! hpo�• 590 59 0 o• ! 590 590 I 580 I 580 -60 -40 -20 0 20 40 60 I STATION 73 + 00 61 580 580 -60 -40 -20 0 20 40 60 -60 -40 -20 0 20 40 60 s7o --- -60 -40 -20 0 20 __-----— — — — — — — --- STRT I ON 75 + 00 STATION 77 + 00 40 60 I STATION 70 + 50 600 o^ i ti• 790 610 I 610 610 i 1------I-------- --- �� _-------------- -- — — I I — — — — — — 580 600 600 p --- ---- — — — — — — — -60 -40 -20 0 20 40 60 h� h soo STATION 72 + S0 tih 590 590 610 ! 590 1 1 580 580 600 -60 -40 -20 0 20 40 60 -60 -40 -20 0 20 40 60 s8o STATION 74 + 50 STATION 76 + 50 I 1 p0• h 590 570 i ! -60 -40 -20 0 20 40 60 STATION 70 + 00 580 610 I 610 I -60 -40 -20 0 20 40 60 ---------�---------- -- �� STATION 72 + 00 1 1 soo 600 610 I hoti I 590 590 610 600 0 /�------- I — — — — — — — — — — 580 58G I 600 / -60 -40 -20 0 20 40 60 -60 -40 -20 0 20 40 60 o STATION 74 + 00 ' HESE DR' 4INGS PROVIDED BY BOYLE ENGINEERING CORPORA- ho r STATION 76 + 00 I 3°r ION TO THE COUNTY OF SAN BERNARDINO ARE AS INCORPORATED p• IN THE CONTRACT DOCUMENTS FOR CHINO HILLS PROJECT AREA 590 No. 3, CONTRACT No. 2, "DRAINAGE FACILITIES", DATED MARCH 1985, AND NO REVISIONS MADE SUBSEQUENT TO NOVEMBER 7, 580 1985, WERE INCORPORATED HEREIN BY BOYLE, THE COUNTY HAS I REPINED OTHERS TO MAKE SUCH REVISIONS AND BOYLE HAS ! 610 AC OBLIGATION WITH RESPECT TO SUCH, AND WILL NOT REVIEW I 4CH REVISIONS TO DETERMINE THE ACG$1#A.CY, I DEQUACY OR 1 580 ' rFC' IF SI►CH RFVISIONS. OR FOR ANY OTHER P1 RPOSE.- 570 1 1 1 1 1 1 -60 -40 -20 0 20 40 60 — — — ---------- ------ -- ��f ---- - -60 -40 -20 0 20 40 60 STATION 71 + 50 1 I ATION 69 + 50 soo 600 0o ti6 I hp,�. I ho3 590 590 610 610 I I _---� ---- 600 ---- ---- ----------------- —— — — — 580 580 T 600 i -60 -40 -20 0 20 40 60 -60 -40 - 20 0 20 40 60 STATION 73 + 50 STATION 75 + 50 o• 590 hpp 590 hp REVISIONS COUNTY OF SAN BERNARDNO DEPARTMENT OF f3oc�l� Enginc�rinq CO!/7arat%On MARK DATE DESCRIPTION BY TRANSPORTATI TRANSPORTATION/FLOOD 1 9-2z 65 11pDEAIOlJ/YI l - NO CHIIA16f CRfI IA3.O 00® CONTROL consu�t�nq enq�neers i architects CHINO HILLS ASSESSMENT DISTRICT 85-1 58o s8o LOWER LOS SERRANOS CHANNEL I � PROOJECJEC MT MANAGER R.C.E. NO. DATE CHANNEL SECTIONS C. 1 7!39 3 -2s-Ss STA. 69 �00 TO STA. 77+00 S70 L � S7O PROJECT ENGINEER R.C.E. NO. DATE -60 -40 -20 0 20 40 60 -60 -40 -20 0 20 40 60 DESIGNED DRAWN CHECKED SEC JOB NO. APPROVED BY DATE MAR 85 FILE NO. DWG. NO SHEET NO. STRT I ON 69 + 00 STRT I ON 71 + 00 CRH SLW S51-120-03 SCALE �-2! 66 C — 15 COUNTY ROAD COMMISSIONER /FLOOD CONTROL ENGINEER DATE 34 OF 51 I- 125- I /3N-57 90636 620 610 ME i { i 590 { 580 I I -- ' -- -60 —40 —20 0 20 40 60 STATION 79 + 00 620 610 .im 590 580 —60 —40 —20 0 20 40 60 STRTION 78 + 50 620 610 ME 590 580 —60 —40 —20 0 20 40 60 STATION 78 + 00 620 [.lull .m 590 580 —60 —40 —20 0 20 40 60 STATION 77 + 50 620 t f ..--_. ----- 610 { I 600 { ,L0 i F 590 { 580 —60 —40 —20 0 20 40 60 STRTION 81 + 00 620 610 mr 590 580 —L--_ t _ I i t J —60 —40 —20 0 20 40 60 STATION 80 + 50 620 610 ME 590 580 —60 —40 —20 0 20 40 60 STATION 80 + 00 620 610 .ie 590 580 —60 —40 —20 0 20 40 60 STATION 79 + 50 u THESE DRAWINGS PROVIDED BY BOYLE I`iD AREAS INCOORT D CORPORA- TION TO THE COUNTY OF SAN BERNARDI T IN THE CONTRACT DOfU��!ENiS FOR CHINOHILLS PROJECT AE FACILITIES", DATED MARCH a0.3,CONTRACT oj. ? `CRA1N L 19`r'.5, AND NO RE.ViSIONr ,I,*,DE t13SEQ)EI`I- TO N OVEMBER THE COUNTY HAS 1�335, Vv"LRE INCORPORA�i LD HERF4tl BY BOY! IONS AND BOYLE HAS E. '.INED OTHERS TO MAKE SUCH "IS �iG GgI, ATiON WITH RESPECT TO SUCH, _AFDWILL , DEQUACYI OR SUCH REVI`S;ONS TO DETERMINE THE ACG EFf ECj OF S!!i'H RFVIS{nn{S. OR FOR ANY OTHER PURPOSE 1-125-1/35-57 90636 DETAIL 2 � o ~ e� 2. 6 „ 30 " fFP�/P Off 27" X6 W h4A cS'EO T/ON .4 112 Ip If- 0 ll� ,BULf(HEAD SLOT DETA/L rl / 9(T 5� YP. r , � D ' 4��CC2 b" / —� 30 " MANHOLE FRAME � COVER PER COORDINA TING AGENCY 5rAML)ARDS. (NO PICK HOLE5). PROV/DE A1E0PR'E/VE GASKET BE TWEE/AI FRAME AND GOVER . 11II =ll , �cIII '`=III=J P/PE Z'N('',43Z f�IENT 6 'x 8' PREC, 4S T CONC. 1X41Vg0Z.0 QU/ffSET 15EITIE3 Ty- 150 7 0/7 APPROVED EQ UAL iK4Nr TOLE OP'G AD DYE e' • �•, r l.''j Tvoi^ d i SEiYER SIPHON IMH PL ANrl _� 42 / _ 0„ _ WHERE TRENCH WIDTH IS GREA TER THAN PIPE O.D. t 18 " EXTEND COA16. To -OMPLETE ENCASEMENT C O Al C eE TE Eli! CA SEMEN T DE TA IL. 5 Al.TS 415(/2" AKOUAID P/PE FOR11 TROUGH IN BASE FOR &Hi9FT 6 "CLR (TrP) LOWER L13f1 T OF Pl�C LINER ° � ' (TYP) SIPHON AT GA TE To BE '14 " TYPE �+ STA. 35,, 50 311c STAINLESS STEEL, ONE -PIECE WITH HANDNOLE� 15h/EL F 2 X 6 f�EDlYOOD SIPHON B014R0=5IffIN A T STA. HEIGHT AT EXIST• SEWER _ 55+00 SNELf LEVEL iKH. EDGE OF CH4 NIVEL C'r�Ii9NNEL �1 CHAMIFER MITERED Ll0/NT Al TYP. O 43 REQU/REP ri. BOND �'YITiy APPYO CUT F/4EfTGL455 ►p �si 9.,� 2, 9„ �oC 4 e �� (�0 o *5(q) SEC T/ON B W4TEITT/01-17' _/0/N7- FILL //° GROUT &ETI'VE (TYP. ) ,A • 4 5 CD /2 " OC 4 lN.9L LS STRIP rILZE i TO iYL9/L'H BOTTOM OF C/l9N4Z7Z BULKHEAD SLOT DETA/L 2,_O„ B AA B E D v�1 l 2 E (3 uJ2AP5) COUPLI"Co ICo " O. D. S TL . PIPE, '/Z "!SAP CONTINUOUS 6ETW. FLEX. CPLGS. u C1 SE 3/8F02 �4" 5 57- GATE HO/T/Z � VERT. F/BEfEGLASS GG!/DE" F)141VE rR1l1XM0L/41T PAST/CS A,4991CATOR5, /.32/5 L�4aRELPr9LE i9YE„ DOAYAI CfI , PHONE NO. (2/3) 636 -I039; CO9AICRETE 1,997- F0f1'M5. Z94 / 14 GRACE LN, 6`0ST4 NESA, CA., PHONE NO. ,537- 6 4 76, OR 4PP170CEP E0Z1, 4L.) TRIM GU/OE, �,95 RZ-OU/REP, TO �E FL L/SH WITH CHANNEL XILL . OF WAI-C- WALL 5,4DDLE SEC T10A1 C N T5 /N V. EL • 56 C .,3 JAW e WEL DIA),q ^F/TTIAJG - STD WT (TYP. ) IO FLEXIBLE PIPE CPL. G. (6AKER SERIES 200 OR EQUAL) Q AD,/USTABLE PIPE ROLL STAND (6RIAJAIELL FIG. 074 OR EQUAL) O HEAVY WELDED STEEL. 3RACKET; TWO REQUIRED PER ROLL STAND (GR/NNELL FIG. /99, N0.3 OR EQUAL.) ® 3/4.'' X 8" STA/NLESS STEEL DRILLED WEDGE ANCHOR (TWO PErQ BRACKET) P/PE SUP, V? T r DETAIL 4 lV. T. S . NOTES / P KC. WIZ L BE ARRZIE,D TO f'/PE /N/ Tf/ If STEEL BXN,9 P17/0ff TO CX,5T/NG 1WN1-A0LE 13,45E Z GRADE RINGS TO BE SET IN CZM- ENT GROUT ON TOP OF RYC. L /A/Ef7. 3 P1!0 PLATE LINER CUT INTO SEGMENTS , PL14CED ON TOP OF SHELF ,561T7ED 7-O6Z-TI rFR fINO f1iEL0 S TR/PJ 9EF09C JI-114F T E/TEC TION SO 4,5 TO BE �SECGIf>'EA Br WEicHT OF slFT 4 FIELD WELD1NO STfT/P OF R;l r L //VER TO ,BE 19f PLIED 19FTER CONCRETE Ay cag,6 D. 5 CONCRETE B195E9 `Sl-1•9LL BE CLASS ,,9 14N,0 fv9YE .9 hl/N/it�lUM N 8S / LOWRY COr0,PRESLS'/VE cSTfiENGTH OF 3000 /°,5/ XT ZNAO OF 28 014rZ.5- ENGINEERS • PLANNERS 6 NO IHORIZOAITAL 001V57RUCT/01V LIOINTj I9RE TD AF M,40E IN ��TAiL z RECORD DRAWINGS IWNIIOLE BA5Ety N T S — Intormation Obtained From Client's Records 9" P/PE O. p. 9" ` NBS/L Records Contractor's R"ds • a '� .. • ii „ i �.(rr.� ✓..-.. Date , CLASS 'A' GONG-. REVISIONS UND/STUKBED a SOIL- f3oyie Enpinecrinc7 CO,r/70ratiOr7 MARK DATE DESCRIPTION BY _ �f-ZZ-85 A0,0E�1/DUM 1 - NEW DWG. CRH consuitinq engineers i architectsQ II_7.8 ADD DETAIL 3, SLIDE GATE 691- _. N .-•- P.) ALT., ADD A107-E ON SEG. A, c.•_. g„G� (TYP) A aD DE7,4lLS4 5 APPROVED: CHINO BASIN MWD CPROJECT MANAGER R.C.E. NO. DATE ONCE TE ENCASEMENT x µ .>>le, PROJECT ENGINEER R.C.E. NO. DATE DE TAILr3'� � DESIGNED DRAWN CHECKED APPROVED BY CZ BEC JOB NO. O N.TS. R C E. Is 4 DATE CRH SLW S51-120-03 24 '"V. C. O oe� 0 30"" Y.C.P EX/S T SEWER �FNC�9SEiYlENTS pR 0 ��/V-C-p THESE DRAWINGS PROVIDED BY BOYLE ENGINEERING CORPORA- TION TO THE COUNTY OF SAN BERNARDINO ARE AS INCORPORATED IN THE CONTRACT DOCUMENTS FOR CHINO HILLS PROJECT AREA No. 3, CONTRACT No. 2, "DRAINAGE FACILITIES", DATED MARCH _ 1985, AND NO REVISIONS MADE SUBSEQUENT TO NOVEMBER 7, 1985, WERE INCORPORATED HEREIN BY BOYLE. THE COUNTY HAS RETAINED OTHERS TO MAKE SUCH REVISIONS AND BOYLE HAS 1; 0 -OBLIGATION WITH RESPECT TO SUCH, AND WILL NOT REVIEW T-TH RTViKONS TO DETERMINE THE ACCURACY, ADEQUACY OR FELT OF S RFVISfnNS. OR FOR ANY OTHER PURPOSE P- V.G. COUNTY OF SAN BERNARDINO DEPARTMENT OF TRANSPORTATION/FLOOD CONTROL CHINO HILLS ASSESSMENT DISTRICT 85-1 LOWER LOS SERRANOS CHANNEL SEWER SIPHON DETAILS DATE MAR 8 5 FLE NO. SCALE AS SHOWN D-2166 DWG. NO SHEET NO. C -17 360F 51 1-125-1136--57 SYMM, ABT. _ OPT/OVAL voNST jr - C/ �i h C-6AR Cj -BAR CZ- FSAR — 9 CYlf7 fT-C[,455 2 PE,t E�dCE MITER/AIL ., . 77 P.MTiD OM MO NOOM Ct.AR.111MT. I1 a T7 POWTU oM W 1ISOW CLAMPOW T. T Lin tic.7uwQkt- -D-.Cw_ Saes © S� SC�Eotn-E � I N� 1 a - e A. e , 4 FILLET (TYPE "CL R *4 G /6' t/EEP H04 E S Z 24 �D. C' PER C14 L TRAN5 5TO. Pc'A N ,6 0 - 3 G-6AR iG/- 6AR 40,Pr10N* CWST ✓r. Cw-6Ae f "CLR- 2 CL I Y/If 4AR48:1 — / • w . a • a uf w SEE. SCt~tE-pUI,E. 7r)°/CAL iiXU,BLE � C. OX 5ECT/01V Nor TO SCALE USE ORw4uAL WG S Sot SCICT►ca " E. DOUBLE SHEOULEEo...BoX SECTIONEAE,C1�/d/1r &i�, COYER/7-O" 2a,o` 4,0'f1'rOrH w ol�o'E/GT'HB=0"o" 9=0" g'o- /1'-0" �2aM LIVE LOAD $?O S-?O HS•?O NS-ZO KS-ZC pR,iG. TOP .iL� T/i'�Crl'NESS - 2 3 /,-" i 2 �,c-r+o� 8, =2 S/NGL E R C. BOX box sEcrioN , H J � T. O1C?�IGN CO✓ER '-O'6,0 G.O HEIGHT H = O 7�0 8 - o " � SU8 TNicKNESS T� 7i 8 �• + SAE TH�WES S T? 8 " a 8" 8 LIVE LD D S? -2 N S-Zo r;�s-Zo d a4RS Aft. at A�IC/MG E'/ � � " '� 5 � I I *S� ►8 LEN4TN q'- fib/ �4R met SiA4rrJNG . @ 7 P " �.4� I I ' 6 ®Ia ` C dlRS dI R Na 8 SA1C/AlG 046100 @ �4C1� I o "�®12 fdAS/I. LfAK3TN j/f�tT. LLMGTH 3 - " g .� 4 7 I, 3'.-g • 8 4'- 2 ?►, li, Ct BARS � � SPMCING b i3' �`5 /0 'SC�io vFRr. c.EivGrN 2 2" 3 =3" i � 9 � I' 7' z=4z Cz ,BAR Ni. �' SPA CIAO 4 /3" �' /D' �4C� I o '� `� 12 NOR/t . LE.NGTH 4 = 3 - 9 ¢- Z VERT. CEMOTH 2' ?Yz" C3 OARS !� NQ aSPAC/N4 lD" a5�(O �1Pp12 NOR/Z . L�AfG TM l /' 9 I" 1 '- Io KElty LENGTH I - ? '' I -� Z'-o" D QARS $.AR No.B SPACING � 9 4018 LENGTH '- - 9' 2" 8`-3�," j QARS Na i /NG � r � � 13I5 ski H " / '- O 9 � 1 " 11'- I " Fl EARS' � 8 �14C/Na e�/ .� 13 � s®►5 LENOTN - ¢ = 5'-s G B4A'S lSAlt No. 8 SPACI G 4C/ P/ n� ro '�®12 LENGTH - o -4 4'-0 H BAR o• g SA4G/NG 8/D -- t4412 Ld`•A1GTH : Q _ 5 � COwiG. Cy /F`r 0. 9 i to QRofEssroy9� CNiNO 'WILLS ASSESSMENTDSTR.►CT ��-� � , �C 0 D A Eiy� LOIwER Los SEt"#Ao s CN4witu. CO>w -m 4c�r No. Z o/0 .85`�� �`, SCALE : N T S - AI•MlOVED MY: : DRAWN rf �N No 1 DATE : I 0 - I �8 REV lKD ' VALUE. E,NGtME+rJG PEoPoSA� No . J} CIV1t �! DELETION O t I MPOR-T E O G 2.A N VuAR MAT'tXI AL. 7j�. OF �EO� S I ALE e � ov&X, Box Sc"E DU L- , oltAW M/G NuMRER 5- 5S. V E 3 10 1 sI� ►art rHrcK,vEss r AWL t TH/CK�VfSS !' 2'' � 2 5 /4 too At - BI BAR No, SMC/NG e/ C'/ �'7f18' "9®r5 *8Cj if 0 7- MRNa SIC/NG N/+¢' �C&/ '�4c°l4" 0 Pw &FRS VERT. LENGTH ` /x" TIT, 0141 JOAR 1.00 F= 0P7/OM4 CONST. ✓T C2eC3- MRS _ 3 cu FzlFr - a.4,65 -2 10ERMEoIE /fArER/A4 TrPICA L 5INGL f IT i 17 PWMWTW OM NO ,•••M GiAA.Q.,T. De eTm 131-10 _BAR I x 17 R71WM CM NO WOW CI L&APIR MT. -C "CL __�Oil. 404 (® i8" 4 X4''f/LL u (TYA') -e - -- 2 D -,BAR /VEEP IIOL E 5 CCv 24' 0. C. PE1P CAL 7RAN5 STD PL, 4 N S D •.3 + HIV 54 MRS Me TA S C►vtt. C,uoa►aE.o S Pacl N� OF CAtaFO CHINO 'PILLS ASSESSMENTDSTRac.T 85-� Lowlut. Los SE2aANos CNA+%E„L. Cowytaclr No.2 SCALE: NTS • ArIRovED BY: DRAWN BY DATE: 1 O- i —B�j REV KEO VALUE- ENG1pE_X1AI G P1t0POSA� 1�10 . `LXtET10N CC I MPQR•T E 0 GRAN VI..,AR MATZe IAI. V5- NERuw•St1nLf, Q,C, F30x SE,CT'ION 5S. A 2 REINFORCED CONCRETE RECTAN6ULAR CHANNEL SEC TION DA TA OU4V777CS l lIF/NFORCEM£NT STEEL SCHEDULE STAMM L/M/TS set/S McArs) s�Era 4 *1 85 84 05 86 07 OB 09 AWNS L M M T 3 rear 01av&t rem ion¢ rp►r AWW •AV ► RIT • rear Mw tia+a "uw s r wt. flow np a LW A l%79� 20+00 9. to 1Z 10 12 2,55 22T.8 18'�o- 2t:4+'7®�8 ' " 64149 �`-7' !7c9r8 1761.6 31 5,74 3-8*,08 3.714CA /64e )0' I-7z I-li f*184 408 1-714o4810- 4-04 1-71 5 Y-72' 461.8 53*, +&S 94,5018 6- 110126 28,68 82-1 le tG 8 2a+00-m Z1+10 0* 10 I2 10 1Z '708 C 2 1+ 10 To 3/o+70 4o IO 12 10 12 Z,23 2�o,5 '' IA', ., 43= " �� Qli Z8 �08 I&" D 3(d+10 to 31 I O 121101121vaelrs OW. " ,o!(, p " a I. To Z'� ti ,. 96 2.8 !08 14; E rV To �+&U-rl to 12 10 12 1.85,191,0 4 Io-4?►6-o4'S�IL;z-Zaj5-9I r2 39Z �9 40610-6z 1-7 .441d ' 1-?2 2-3 I-li 406 32-q- 8 9-Z w 7-O �8 Zd 50 14; 7- vnT- Z r5•Ib' 131 10 I "Vow,ey VeRrts;4do Yae VAR:lo�to' 9-I o 7-4 B& 5-4 -9 46f8 vA� (b l-g % 8 ►►1 I-8404 041 ra 4 664 1194 106144J64 1r¢ 0 D. y Ira 74,0 1No. 8 civil OF Q � Y b - ''O� ' SEE " 6 'GHAN �I F N IOcocer L NA E CE PER L.A.C.F.L 0, 574) PLAN 2.0/8O %ti'M .4 Q U!1" Cut 04O) sE�-Z1eI.E FoR SPAr_wCG eS WEEP VO4ES 40 PI aC. ftC 3lU.fT/fJ CALTRAN! STO Auk cuss-s N SS / LOWRY ENGINEERS • PLANNERS RECORD DRAWINGS Intormation Obtained From Client's Records NBS/L Records Contractor's Records By Date V• V t 04 - FOR SP4G1AG m T YPICAL CHANAEL SECT/ON MOT To SCALE m j alE DATA WTH A5TERISK APPLIES 004f ovH#Af ,dQwN �. ob DwG. S-4 STRUC7W& DESIGN CR/ MRIA Load$ : N-20 7-K.uG1c , ZI Feo*1 CkIpN.Wgt.L External =M. fop. C. f. E. F. P. Internal O•o C, f. E. F. P. fC' = 4000 p. s. fc = 1800 P. S. i. fS = 24000 p. S. / n 8 shear and bond stresses er�A.C./. 318-6►3 foundation modulus Ar = P. c.i. T oR "zrrzocTu?_t L IVaTES , SGE. DwG. c,) -Z CWINO WLLS ASSESSMENTDSTR CT 85-1 Lowm Los SE aANo s CNa►mEi Court acv Wo. Z SCALE: TS AIPROVED NY: DRAWN Wf �w DATE : l O ' I -8� REvIKD VALUE- EAQ114EE.ZIMG F�kOPOSAt- 140 . I DC%.ET10N 01 I MPOR.T E 0 G 2AN th -AR MAT'EP. I AL. DRAWING NUMMER OP Eu C RA O ►IEL STR,uc-� u�.�►L ,-rya t, s 5• SS. V E 4 REVISIOCOUNTY OF 8AN SERNARONO NS OF MAW DATE oEsc�T�oN �Y DEPARTMENT TMNSPORTATION/FLOOD CONTROL CHINO HILLS ASSESSMENT DISTRICT 85-1 LOWER LOS SERRANOS CHANNEL 1115�4721 �� s CHANNEL SECTIONS /— a - _2 .S/ A1G L E �,00Z19L,5 RC. BOXES �9No _ 57 IC T!,/)qW, /l1or�'s DATs MAR 8 5 Rs Na DWG. No NET Na /FLOW CONT"" own scams S - t A 1974 of 51 1-125- 1 /38--57 90636 I� oPrioNA� �'- CONST JT — VT 3 CU. Fr/Fr - f'ER44A6z #5 0 /2" 12 SYMMI. AAT G -BAR ,�Gl - BAk 7-YPICAL DOU3LE RC 150X SECT/ON NOT ro 6CAL4EF 000BLF RC 30.X SCHEDULE 2 A ,6 oX SEC7_10N A 45 C 0 E ,DE 5/G/1/ COVER 20 - p " ¢ p'Ve p /�, O , / 7' 0 L/VE LOAD Hs-20 #S-20 5-2 S 2 1-15-20 7'0/10 S4413 rHICIrNlS5 T P- / f ` / L o // _ / 12 _ ¢ 1 / : 0 , S/DE W* L rY1CIfNES5 T2 ,80TSLA8 r#1c,rNES5 7z 2'0,j" /L 0" ' 2/ Ii 21' 6 8,4,P Nv, � 5PAC/NG #4 @ 12" -94014`1 #4 P/8„ 6AR5 LC/VGr1-/ 30' a' 33, 9, ,,, 9�/ ,, 17-'/0" a/ BAR No, � SPACING BARS rz.,FNGa TH C eAR No. 4` SPACING A5@ 14" #4 @/4" 4?/ " @ '' #8 @I 3'' yORiz. L EN6rH 51- 5 " 5 / - -5 - 41- 5 " BARS vERr. LEN�7-H t3� 4" //=6„ // C q �„ C1 BAR No. �e SPAC/NG #5@14•" HORIZ. LENG 7-1-1 � I0" 2 � /o ,' 2, -, 2 BARS VERT. LENCaTq C2 BAR No, � SPAC/NG #6 P/4„ #56D14 8pl3'' BARS Hol2iz, LENG rH Es" �2 3, la„ C3 1814R No. SPWING #4 9/4" -%tD/4/' HOR/Z, L E NG r9 2-- /O 2- 8 2 21V 4- 6 BAIt'S l/E'RT LENGTH 3'- 6, 2 = 5 ii 2 f, 2 2, 7 „ 0BAR No, � SPACING #¢@ /8" �`4 @i4 „ #¢ 4" 4 ' #6 �b`y BAPS L E/VG 5q 1I 9 " /2'- 7''- F BAP No, SPACIN 04C)/2' #5@ I4" "r @ : COD& ,BARS L ENG7-9 30 = 0" 33 - 9 1113 2 ' / " 17'- l0" F ,BAR Na � S�,gCNG #8&i2`; `e`G@ 7,f # @ ' "- @I „ #7@/g„ BARS LEVC7 iH 30' 0" 33' 9 *' 3 '- / " 2 '/ ' G BAR No,,# S/0AC/NG 96@9" #6@9 " @ `' @/ " 6A R3 LENG TN 2/' 9" 24'- 9" 4' /' 9 ' 12'-3 " (� ,BAR No, 4 SPAC/N6 4-6(P 9 `' #86P 9 '' j9@ ? ' 19@/ " # 7e13' BARS LE/vG 7H 8�, O" 7�31' :211 . 9, 4'-!5" H BAR No, S10AC/1V6 g 9" 1609 1 6@/o #5PI3" BARS Lc`N67"H 2/-9" 241-9" ¢ -9 /`- 9" 12 .,6 H1 8AR-5 6R No. SPACINI #8@9` fig@ 9 " B@ 9' �39/0 #7P13" I L ENo, rH 7, G ;, 7 _ /„ &, //;, 41-7„ CW 13AI? No, � 5PAC/NG #4@8" �` /5 / 4C�/8, #4C 8" #4ca BARS LENG TH //'- 7 " i2: 7 " I3 = 1 " , 0 - 7' l0' 9 l JL 4Q1,01710NA L CONST ✓T *4 0 i8" Cw- ,6,4R zc 3 CU. FT/Fr. - CLA -65 - 2 /'ERMEAb1 E M,q 7-ER/,� L TYRICA Z. 5INGL f /U S/NGL E R, C, .BOX 5Cf-�EOOL 3 OX SECT `/ON H J'' K DESIGN COVER �'- O" �'- p „ i � O „ WIDTH W 8'--O" /0'- ' 12-0" 14riGHT H 8= 0"5.0 " TOP 5LA6 T,fHXMES 5 71 7 4" 8 " 12 " 61PE WALL TH/CKNE$ 5 T2 8 " S !0'` 307 SLAB 7H/CKNE55 T3 /0'/ 10" L/VE LOAD HS-20 KS-20 i 14s-20 5 .BAR5 349 No. j� SPACING f 7e/7" # 7,0I2" .' LENGTH q = o" I I '- o " 13' 2 " 81 3AR5 SAR No. £ SPACING #5@/7' #5016" #9RL/ LENGTH 5'-0" 5 /01' /0'-6" C BARS ,BAR No. 6 SPACING 40/j'' 4@/o j#4 fz12" HORIZ. LENGTH VERT. LENGTH 3 9 8'-/" 4 3 7= l" — 4 ' 0" f` Cl BAR5 BAR No..' SPACING /3" 17�5@/0'' #8Q (o'' HORIZ. LENGTH /I- 9'' r- /0" 2. (o" VERT. LENGTH 2'--2" C2 �►ARS 6AR No, 40 SPACING 4@13" #4e10'r 06e Co" HOR/Z, LENGTH 3'-9" 4=3'' 2=6" llER7, LENGTH 2'- /" 2' 2" -2 C3 C,5 5AR No-15 SPACING #5@13'' @IO'' — - HO)?/Z . LENGTH l'- 8" '- l9'` — VERT. LENGTH I'- 0 8AR5 BAR No.E SPACING AV9/7" 4WI611 f#710611 LENGTH 8'-/1;: g'-O" 6 - 01, F BARS BA AT No. E sIvA.0 IG 8 @/ 7'' #6aP8 " # 79D12" LEA16T14 /0, 0'' ; )1`71 BARS ,BAR No. $ SPACING ;'-60171' #5@8" $5*12" LENGTH 5 = ¢" 6 ¢'' 13 - V G SAR5 BAR No. 9 SPACING **4e/31' #¢@/0" 04,012' LENGTH 4 =0'' S-Q" 11'-0" H FRS 3AR No. E 5PAC/NG #4@/0 ;`,4412" LENG TH NOTE STAGGER SAME LErrER ;84R5 INSTALL THESE BAR5 EQUAL SPACING ,� F-BARS E/ • BARS �, BAR R C. 15 0)( SEC NOT TO SCALE TION SYMM, A 37. 5 2''► CO? R. C. ,BOX L OCA TION SC14EEOZJLE A ,SOX SECTION STA Tl COMMENT5 oM 70 A 53f 36p 55 + 30 A 57 t 80 59 f-40 B 61♦30 98t70 5EE INLETS DWG 57,5-8 fl+ /5 9(of31.17 20+35 108+ 23 PROFILE A _E H J 200428.28 2/0 f 20 BRgNcH BRAN0I Q C14,4N1VEL 5TA.59-t30.4 X . _ if Gl, C.2 fSAR5 Q I'> D. BARS ea Cv)� , 0 5 TRUCTURA L NOTES GENE1?A L : 1. CONCRETE D/HENSIONS 51-IALL BE MEASUREO HORIZONTALLY OR VERTICALLY ON 7*4-1E PROF/LE, AND PARALLEL TO OR AT RIGHT 4AI64E5 (OR RADIALLY) TO CENTERLINE CF CULVERT ON THE PLAN EXCEPT AS Ori-15RAIISE 5140;VN, 2. TRANSVERSE CON5TRUMON JOINTS 5HALL NOT 3E PLACED W/ rH/N 30 11V614E6 OF MANHOLE OR JUNCTION STRUCTURE OPENINGS. 3. 79AN5VER5E C0N5rRUCr10N JOINTS /N G%IALL5 AND SLA35 5H4LL 6E IN THE SAME PL ANE, NO 57A6C?ER/1V6 OF J011V75 fir//LL BE PER M'l TTEO. 7RANSVE?5E CON547eUC - T/ON JO/NTS SMALL BE NORMAL OR BANAL 710 CENTERLINE OF CON57RUCT/ON, 4, 6XP05E9 EDGES OF CONCRETE MEMB ER5 51-IA L. L BE ROUNDED OR ,BEVEL EO . S, NO SPLICES 1N TRANSVERSE STEEL REINFORCEMENT W/LL BE PERM17EO OVER THAN SI-/Ok/N ON 714E 0RAGi1A10 GJ/lHOUT REV15JV BY THE EA1611VEER, NO MORE THAN 7A10 SPLICES A//LL. BE PERM/TrED /N ANY LONG1 TUPIA14L BAR 357GVEEN TRANSVERSE' J0/ lV TS . SPLICES SHALL 3E .57A60E9EO ONE LAP LENGTH, 6. LONOI TUONAL STEEL SHALL BE LARR50 20 EAR 0/AME7'ER5 A T SPLICES Q TRANSVERSE STEEL SHALL BE LAPPED 45 I3AR DIAMETERS AT 5RUCE5. 7, LONGITUDINAL STEEL SHALL BE CONT/NUOU5 AND EXTEND Th'ROa6l-1 ALL CON677RUC7701V JOINTS. 8. MAXl MUM SPA C/NG a= CONS TRUC T/ON JOINTS /S 4 8 PEE l , 9. UNLE55 0rHE1l?G✓15E SHOwN ON THE 06-U / .S', IN CURVED SECT/DINS rRAIV5VS-R5F BARS SHALL BE PLACED RAD/ALLY, STRAIGHT 7RAN5145R5E BARS /A/ TOP AND BOTTOM SLABS SHALL BE• SPACE'0 A5 SHOWN ON THE TYp/cAL SEC7/0N5. 5i,401N6 SHALL BE AT THE CENTERLINE OF t4E BARREL ON THE OUTSIDE OF THE CURVE FOR DOUBLE ,BARREL BOXES. STRAIGHT ,BARS AND L - B4 R5 /N GJA L L S SHALL BE 5PA CE0 A5 59OVN _0N THE TY/'/CAL. 5E67/0N5, wrry THE SPACING X! A s UREO 3EWEEN THE V,ERT/C4L LEGS OF 3AR5. 10. AT THE BE61NN/NG A1V0END/NG OF ALL 100URS, A CURTAIN OF Re-rINFORCEMEN l COMPOSED OF B, C, C2, 0, CW, F, G, AIVO H BAR5 SPA LL ICE RLACEO THREE /1VC14E5 PROM THE rRA/V5VER5E C01,617RUCr10N JOINT. ll. THE VERTICAL WALL STEEL /N INTERIOR WALLS AND IN THE INTER/OR FACE OF EXTERIOR 1,IQLLS MAY BE SPLICED AT rHE COM577RUCT/0N JOINT AT THE 3A5c OF rHE WALL. THE SPLICES SHALL BE 20 BAR 0/AME7ERS /N LENGTH, 12 IN 4LL SE6710NS LAP C AND C2 BARS, THE V4ERTICAL L FA/6N of C ANO C2 ,BARS HAS BEEN CALCULATED FOR A FOUR- INCH 5rARrER WALL. IF THE 1-1616H7' OF THE STARTER G4AL4. I5 VAR/E0, THE 11ERTICAL. LENGTH e THE C ANO C2 3AR,5 A SHALL. 35 VAR/E0 CORRESPONDINGLY SO AS TO.NA/NTA/NA'1 IAMErER5 LAP BETG JEEN THE TAJO BAR5. THE LAPS SHALL 8E BASED ON rHE SMALLER BA 5 13 CONSTRUCT EXPA N5/oN LIo1N 7-0 /N I=R ffl OE - TA /L /J A T M1AX/M/U/-1 SPA C/Na O� 96 FEE 71 AND,4 7- ENDS OF CAIA/V/VEL S AojAcENr 7-o 6oXEo, T4 CON5T/ 'UCr f'ARg/'ter r5 PZ-R CAL. 7e,4/V.5 STD, PLA/V D 33 � T S"NIO5 OF .q L L 423 0/}' 5. �, 15. CONSTRUCT CHANNEL AND RElA1N/NG WALL5 tiVlrI-1 AN OFF557 PER DETAIL S � TO COMPENSATE FOR SERVICE DEFLECN, 16. �l ERE NO CONSTRUCTION OETA I LS ARE /ND/CAW FOR ANY PART OF rHE 6V©RK j DErA/LS SHALL BE 7HE SAME ASS FOR OTHER SIMILAR 440Rk . l7. COIV57PUC7' W/NOOW5 IN IIVTE 709 WA LL5 of 000aL E ANO rR/PL E R C. Box SECTIONS PER L.A.C.F. C.D..S70 0146- /10. 2 - 0 2 0 5 M00/F1ED A5 FOLLOWS HE/6147 OF W AIPOW MFA,!5URE0 FROM BOTTOM OF G-14LL E01JAL5 5- 0': M,4X/MUM SPACING OF W/NOOGJS /S 500 FEET ON CEIV rER i l NOTE I' REINF. 50WN IS FOR SECTION E , OTHER ° SECTIONS ARE SIMILAR. f • a � i A SECTION A -. N EIS / t_OWRY THESE DRAWINGS PROVIDED BY BOYLI ENGINEERING CORPORA - ENGINEERS • PLANNERS TION TO THE COUNTY OF SAN BERNARDINO ARE AS,INCORPORATED RECORD DRAWINGS �o"THE C ON CONTRACT T DOCUMENTS FOR CHINO HILLS PROJECT AREA C No. 2, DRAINAGE FACILITIES", DATED MARCH Intormation Obtained From 1985, AND NO REVISIONS MADE SUBSEQUENT TO NOVEMBER 7, . Clients Records 1985, WERE INCORPORATED HEREIN BY BOYLE. THE COUNTY IDS RETAINED OTHERS TO MAKE SUCH REVISIONS AND BQYLE HAS NBS/L Records AO OBLIGATION WITH RESPECT TO SUCH, AND WILL NOT REVIty✓ Contractor's Records SUCH REVISIONS TO DETERMINE THE ACCURACY, ADEQUACY OR net. ,r—,7--r1'?' -rFECT OF SUCH REVISIONS, OR FOR ANY ITHER PURPOSE. CONST VI LdNcC,(TUC)iWf-,,L- DFC< E3AeS SEE SCHEDUL-E- � J!- C-6AR -,BAR C4 -7 S Y1`1W A,6 T FILLET 4' 4 17- r ov, /A/VEc 7 Z- E V,-i I I Uf V CA L rRj 5 7,�?, N f, 0 5 6A) I 44B I �6' A \, _4 llvvcp--r BARE, IQ 6&L SC446DUL-E /7; T2 w 8' VI Z?OU,3L,E /� C x50X 5�,`CTIONS A v --;Iu D NOT TO 6CAL z- C01,YST 17,- /-,'3 A 9 6 -15AR 3/ - f3A R 4 4"FILLE7 A R 44 G 12 —7 wscp goLEs ox -7A L 7-RAN,5 5TD- N 3 C 5 Cp BAR A -7 \St RE,feeA 16 L, 16 /i,4 I -elf 114 L T, S ylvl M. A,8 /7' it Ca ,BAR �C:il - 614 X 01,rIOMA 4 CONS T 7 > 11,CILL 5 7 v� ,ZIP F1 - 614,e i 5.r w 18 6 OX 5,C C /7-/ ON If NOT To 6CAL E I SYMH, A 37. 2 "CLR— - 6 - BAR a07'10NAL rV 2 "CLR Ci-BAR ",,`1Z 7- (7- YP) 1 2 C4 R oo, /6 e 2-4 a c. PEA e c3 STO PLAN —T -3 Cu. Frlc7- - CIA 65 -2 ;�-SARI--1 A4 a /8�� ; 3'C'LR lc�5- oR1415A,6 � 6 MA �V12 TIYIPICA L 5INGL f? r , 3 Ox 55C :11fN -2 24X36 PRINTED ON NO 1000H 8 CLEARPRINT FADE OUT ,DOUBLE R. C. BOX SCI-IEL941LE Sox 505crlallly BECK N VE. P- NALL5 C01VGPZE7Z CC, Y. lFr) /Fe 1j1V F-0 &I C "Al C, r. r— S., //VGI E R. C. 3 ox 5egEJOUL ,50X 5ECrION �--� Tr Vi 6.0, 6,0 17 1� 0 oe!516)v Ira V469 w 1:2-0 '0 7 .1 7-0,PSLAB TWCMESS 7/ 7 W' g) q 1.211 ,5/9ff MALL 714ICKA146 5 5 72 3, 10 607 SLAB 7HIONE -5 5 T3 94" 4 v- I LIVE LOAD ps-eo 0 YS-20 R No. i SPACING #7,012"1 7 2" -2 )3/ SAR No. g :5PA cft4o 460 18 *qtQ12 9 12, K4 I 3A R5 L ENO rA4 4 /0 1 # _ 15 /0� 6 1 C 3AR No. �5 SPACINCY 4 ®f 0 4-@ 1 4 #4 Q/?" HORIZ. L ENG 7H 34R5 VER r. L EN6 Tj� ell 6'-01 V-1j" oil Cl eAR Ho. $ SPACING It, 50 to *L(D le p #81* (v ,BARS J401?1z. LENCIrAl 27�;" VERr. LENGTH C2 6AI? NO. le SPACING lt4� 10 ---- 045>12 *606iff �10RIZ. Li58`67H 4-' LENGTH , 2 T C 3 BAR NO. -� SPA C INO 5,:�o 10 -,"/ 6,G f a BAR$ HORIZ - LENGTH I,- 1 j, 11 to Z- V6'1?7.' 4.ENOT14 1 I 2 0 BAR No.6 SPACING'40 9 4��418 �#70611]t� BARS L.EN6714 <3'- 3.-7- co . 0 BAD? A10. C SPACING BARS LENGTH /I'-Io O! 0/1 Pi SA9 No.,6 5PACINO BARS LENGTH 61- 5-j It 13 - 241 6 BAR NO 9 SPACING --49to" v4Z)(2 *44 12NI, BARS L ENG TH H BAR NO. e 5!0CIAIG BARS] LENG TH 2 0 C-Y /r r 0, 1 rj IV 0 V C k N C_— �7- T /27, 0 150.5 R C,80X L OCA TION SCJ41EOZJLE Z� I BOX 6TA T101V 7215 5EM01v -7k50-m- TO commov A 5P ?�6p 55 +30 A 57t-80 59 *40 --81+30 9&�70 SEE NLET5 OW6 V� 19+15 20+35 4190FILE A 394�XIY (0 61 4 IVIVE L :�rA. 26 4 20 AA, C14A AN6 L 5TA, 6 .42 1 + 0 N 57 L 71-1E:5E',3AR6 C, C3 3A;Z S ra) 13 11 0 CIC2 5AR5 Q I!,`— a SECTION WTS a 0- BARS ez� co 12 f40TE - REINF. 6140WR IS FOP, SECTION E. OTHEk SE CTIONS ARE SIMILAR, A STRUCTURAL NOTES GENERAL: 1. CONCRETE DIMENSIONS SHALL BE MEASURED HORIZONTALLY OR VERTICALLY ON THE PROFILE AND PARALLEL TO OR AT RIGHT ANGLES (OR RADIALLY, TO CENTERLINE OF CULVERT ONINE PLAN EXCEPT AS OTHERWISE SHOWN. 2. TRANSVERSE CONSTRUCTION JOINTS SHALL NOT BE PLACED WITHIN 30-INCHES OF MANHOLE OR JUNCTION STRUCTURE OPENINGS. 3, TRANSVERSE CONSTRUCTION JOINTS IN WALLS AND SLABS SMALL BE IN THE SAME PILANE. NC STAGGERING OF JOINTS WILL BE PERMITTED. TRANSVERSE CONSTRUCTION JUjIfJTS SHALL BE NORMAL OR RADTAL TO CENTERLINE OF CONSTRUCTION. i. EXPOSED EDGES OF CONCRETE MEMBERS SHALL BE ROUNDED OR BEVELED, 5. NO SPLICES IN TRANSVERSE STEEL REINFORCEMENT WILL BE PERMITTED OTHER THAN SHOWN ON THE DRAWING WITHOUT REVIEW BY THE, ENGINEER. NO MORE THAN TWO SPLICES WILL BE PERMITTED IN ANY LONGT TUDINAL BAR BETWEEN TRANSVERSE JOINTS. SPLICES SHALL BE STAGGERED ONE LAP LENC-TH. E, LONGITUDINAL STEEL. SHALL BE LAPPETS 20 BAR DIAHETEPS AT SPLICES. TRANSVERSE STEEL SHALL BE LAPPED LfS BAR DlArlETERS AT SPLICES IN :EC7'1!- "N' t i.`NLY, IN A P T R P N,,� V C F,'" L T E E L. 30 R A P D I A M E T E R:L"' A, 7, 1 1 i-: �-jrj T' f L �5 TiF L-­ tHimLA- j5E. 1,10LjOb MND EXTE.,10 T HRUILI&IH A-1­1­ CONSI RUCTT ON JOINTS. i N�Jti SPAC' 1 NG, -DF L':0pJSTPUU`I I ON jU 1 NTS I S 48 FEET. 9. UNLESS 0-1-HERWIISE ON THE DETAILS, IN CURVED SECTIONS TRANSVERSE BARS SHALL BE PLACED RADIPL'-r, STRAIGHT TRANSVERSE BARS IN TOP AND BOTTOM SLABS SHALL BE SPACEF) AS SHEWN ON !HE TYPICAL SECTIONS. SPACING SHALL BE AT THE CFNTERLINF OF THE BAPPFL Of,;! IIHIE OUTSIDE OF THE CURQE FOR DOUBLE BARREL BOXES. STRAIGHT BARS AND L-BAPS' IN WALLS SHALL BE SPACED AS SHOWN ON THE TYPICAL SEC7 IONS, WITH THE SPACING HEASUFED BETWEEN THE JERrICAL LEGS OF BARS. 'C I., i I ID. Al THE BE31!-J",�'N5 �)ND Ef'10ING OF ALL POURS, A CURTAIN OF R-P'INFORCErlENT C-COPOCSFI) (IF B,C,Ci-,D,CW,F,G, ONn H BARS SHALL BE PLAIC.ED THREE INCHES FROM THE JOT TPP',J5QEFS;-:' r"ONSTRUCTION iN7, Ii. THE `�.JEFT','CAL WALL SIFEL. IN INTERIOR WALLS AND ifl THE INTERIOR FACE OF EXTERIOR WALLS 0AY BE SPLICED AT THE CONSTRUCTION JOINT AT THE BASE OF THE WALL. THE SPLICES SHALL BE 20 BAR DIAMETERS IN LENGTH. 12. IN ALL SECTIONS LAP C AND C2 BARS. THE VERTICAL LENGTH OF C AND C-2 BARS .405 EEEN CALCUI-PrED FTUR A FOUR -INCH STARTER WALL , IF THE HEIGHT OF' THE STA'�TEP WALL IS VARIED, THE VERTICAL LENGTH OF THE C AND 1-2 SAPS SHALL BE CORP E 1-3 POND 1 50 AS TO t-jATNfPlN A 36' DIAMETER LAP ONL',') BEIwEF.fj THE I'WO BARS. THE LAPS SHALL BE: DN' THE: 5"'!ALLER BARS. 13. I CONSTRUCT EXPANS JON 1011hTS IN CHANNEL PER DEEAIL D'ON SHEET -9-6 AT I-1AXIMUM SPACING OF' 96 FEET, Ar"ID 01 FNTJS OF CHANNELS ADJACENT 0 BOXES, PARAPET-;- L`V­TPAN�S STU. PLAN 08-3 AT [IF ALL. BOXES. CDUSTRUE.T EHAN,IEL FE­CjTl%'�,,JG . 1; 4 4 ji WALLS WITH AN OFF9ET PEP DETAII,(,�)ON SHEET C-UfIPENSATE `4F PF 'ICI -Ot,!E- -F� 1­jl:'�l rAL71 ra 1 i S ARE 1IND 1. CATFD FOP ANY PART ')F THE WORK, �=HALL BE 1HE 1-45 FOR ITHE-9. 511"ILAR WORK. CIL"4c-�'TIFLJCTJ I-Jjf'1JPLrWS 'N "N�'ER.DR WAI-L.5 OF r,0j)BT &-E AND TRIPLE R.C. BOX SECTIONS -1GH" OF WIk.)DOW 'F 51-13, E;W6. fifD. NOID'FIED AS FOLLOWS. HF PE, L IE Fur)!'! BUTTC,"I rIF WA-­11 Eb;JOLS S-0­1 NAXIrILIN 5PACTING OF WINDOWS IS 500 FEET r-E;TER, NCI; E: Changes made to the noes Ing K,L.C, COMPaTig as 8 res"it OF Value ;-`-flgineer ing Proposa..,.s or, pian clarifjz�,ations with the LC*Cntract r1arlager are Shc)wr) italicized pririt. Rev,-siurs to t-he dra-wlrgs and tabies or., this sheet as a reSuit of L)alLje Ergl'leering PrOIDOS815 are Shiou!,rl with a "U' Foji0wed by the proposal number inside a r-,3visiori ti.­.ar)g11e. N SS / LOWRY ENGINEERS * PLANNERS RECORD DRAWINGS Information Obtained From Client's Records N8S/L Records Contractor's Records y Date V t,71 Ot,� OF C)- 85 PP( -ov E- Q F 1:� C-OW:�Tk­(-)C-T ION 7-0 /04-41+08 ONLY, ,?-ic —,&, bw ALA- V-NG IN f- REVISIONS CoUlwy OF 8" WPARTMENI�-?F k. E C, —G o-7.e,; VE w V I.- MARKDATEDESCRfi`MN BY "AN I Rq�R MY/FLO A 4-15-65 ADD TNDUM No. I btEs . ......... & &Aar&&& &&A , " CHINO HRA.6 ASSES SINN &mo fincl 85-1 I -6-85A-DT) 13c,)< '5eC-r%.0sj K" A46 4 .9-" REVISE SECTION 0. NOTE AH0, LOWER LOS.-,SE!RRA Os- ou"W t V-5 (27-2.4 C`7'? V f s,4L kids a NAG" DA 2-4-8G TYPICAL SINGLE DUUOLERC jr4 2 4- 7 S PROM" dfts� R.C.L Ow DATI EOXM a STRU'TURALIWTES DRAB" CMCKED SEC JOB NO. APMOVIF 1) E5YDAM M A k Na too _8A5 FLE S S51-120-02, SCALE L no" -350' i/f1L000C0*TWXffNft----- DATE AS -NOTE D-2166 -2A 1-125-IP-iO-S7 )636 J1 0 0 T. 0, WALL EL- 559* ci3 0 O t CHAIN L INK FENCE GI NIGH CHAIN LINK lr-EAICE POC K'E T oN TOP OF CHANNEL WALL. � RETAINING 14ALL PER L-A. C,F, C. 0. 57D. PLAN 2-o/so rrp. EL. 5 4�q,3 (rD44ALL ) 20 ' 2 3/6 r EL.5Q7.85 H- 9' O/, !WIRE ROPE BARR/CADS 5/M/4.AR TO LA C FCC -STD PLAN 2 - O 238 . SPACE POSTS AT /0 O' O •C. PROVIDE E rE BOLT C6A1A1- ON END POSr-s ONL r� THREa,O CONTINUOUS `t//RE ROPE THROUGH Fb575 VAR/ E5 33- 4" TO 40L 0" s lUINF. PER SECTION B, PkV6, S-1, MODIFY 45 REQ D7 WEEP HOLE 24/O.C. PER CALTRA 5 STD, PLAN 80-3 3 CIJ F71 r. CL,Q 55 2 PERMEABLE MATEPIAL SECTION /I r 1/0 2,6+ EL . 550. 04 ,Loll T 22- 9 H = 7'-O EL.554.1 EL .552. /0 H-5,0„ H= 3 '0' EL E VA TION rA_"`� RAMP AIEEP HOL ES 0 2 4' 0. C . PER CALTRAN5 5TD PLAN 803 a /0l'COAIC. PAVIVG ' No 3 CLL/FTIFT CLA55 2 PERMEABLE MATERIAL, CLR.I I �1 d #4(@ /8// Z WEEP HOL E5 24 0. C. PER CAL TRANS 5TD• PLAN 30-3 C. J - #5@q 18r' 0 s • e e ) s r✓ - O T.O. WALL o EL, 560. 22 v W �o •�-EL . 556.22 �i.f SEC TION D #4Cp/8/r 3 CU. FT./Fr• CLA55 2 PERMEABLE 2„ MA TER/AL RR TABLE OF REINFORCING STEEL DIMENSION AND _pATA DE51GN H 3' 5' 7/ 9r lIl W 3 -3 4 -9 6 -O T-lo 9 -6 C 1'—Orr 1I-/i 6 /, 9" 2/ 3„ 3'_ 3 B 2!-3// S_3„ 4,-3„ 5r-3„ ro 3,r BARS #4 @ I8" #4A 18M 4(@ /8' #4(0)/8/r #4 p18/, © BARS - - 018" #4@a 9 " #69 9 ' © BARS *4@ /8 r' *4 @ I8' #4k@ 9 rt # 40.9 #5 99 ' T YPI CAL ' RETAINING W 4L L DE TAIL 2 z NOTE:E�5, , G' HI GH CHAIN L INK FENCE NOT 5HO4VN { - INS TAL L / 8"LONG ,. L IGHT METAL INSERTS PER L.A C•, D. ST . PtAd WEEP HOL E5 na 24 O. G • PER 2 - D " J8O 7-)POOR. FOR REIIIIF. SEE T J'P/CA L CALTRANS STD. PLAN 30-3 RETAINING WALL DETAIL 2 DG C. J T/%w. S 2 EL, 5.413, 3 V #5 x,3 - O DW 3 GLASS 2 TOP SOT 2-#4 0kJL S r PERMEABL E dMATERIAL • ao I 'o yrFF311 FE9P Pol I AiIlw l 3- 3/l /5- O" /r0„ 5r 3/l RAMP SECTION C 04RIBrI i 1- All 16 /- TYP SEC T ION E 318 . /' O" .� N 8S / LOWRY ENGINEERS • PLANNERS RECORD DRAWINGS Informahon Obtained From Client's Records NBS/L Records Contractor's Records Oat NOTE' -SEE DWG- 5-5 FOR TYPICAL EX- CAYATION LIMIT-5 1-125-1 57 CHANNEL SECTION RA RB 30 15 Width 10 10 Height Wall Thickness at Heel Ti 12 12 Invert Thickness at Heel T2 12 12 Invert Thickness at CL T3 10 10 y 3.5 3.5 Concrete Cover B-1 Bar No. & Spacing M 4 • 12" M 4 • 14" BAR Horizontal Length 16'- 8.75" 9- 2.75" Vertical Length 10'- 6.5" 10'- 6.5" B-2 Bar No. & Spacing 11 5 • 12" 4 6 • 14" BAR Horizontal Length 5'- 9.75" 5'- 9.25" Vertical Length 7'- 2.25" 7'- 7.5" B-3 Bar No. & Spacing 11 6 • 12" M 6 • 14" BAR Horizontal Length 31- 9" 3'- 4.75" Vertical Length 3'- 9.5" 3'- 5.25" B-4 Bar No. & Spacing M 4 • 18" * 4 • 18" BAR Horizontal Length 1' 7.5" 1- 7.5" Vertical Length 10'- 6.5" 10- 6.5" B-5 Bar No. & Spacing # 4 • 18" N 4 • 18" BAR Horizontal Length 1- 7.5" i'- 7.5" Vertical Length 4'- .75" 4'- .75" B-6 Bar No. & Spacing i1 4 • 18" 4 4 • 18" BAR Horizontal Length i'- 7.5" 1'- 7.5" Vertical Length B-7 Bar No. & Spacing 4 4 • 18" 4 5 • 18" BAR Horizontal Length B-8 Bar No. & Spacing M 4 • 18" i► 4 • 18" BAR Horizontal Length B-9 Bar No. & Spacing M 5 • 18" M 4 • 18" BAR Horizontal Length b"- 11.75" 6'- 3.5" NUMBER OF LONGITUDINAL REINFORCEMENT 44 BARS 48 26 Invert Slab 4 4 Heel 28 28 Walls 58 80 Total QUANTITIES Concrete Cy/ft. 1.9 1.39 __ Reinforcing Steel Lb/ft. �91.9 159.7 B/ Sync About -i------------------i----- T= -T I I , z , - 4 L ongifudino/ Bors Egvo/ly Spaced 82--- 3 cv f7 -/F 1 5 s- f A L --- �� � tJ[t� H�cr_ C�q „o �siC TRANS � Tom- � �i' � , P< A N Canal. Joint I i� qr � s � T, I �,� � Egra/ly Spocod T YP/CAL CHANNEL SECT/ON NOT To sCA[ L' 93 CHlA/N L/NK f'FNCE p v TOP Di �CLESS RAMP WfiL1- //0 _ 0 C -1,9 , _ g„ W�vE cHANNE� _ /A✓ v. EL , S4 9.4z - EL S49.9 SQL,c _ l -PlOrst/ swf C# w,iAt --ire r. �" �.1+ t j e „ 1 O hVCA COO/ O/ a i� i AV -�L/ ' I I� �O/h� /%//1I - P- Hilt- / L L L / - " wa// or sloe s0 cticlns NbJJ or Slab 0/ � � oven channel" src'lior�s f R CHAMVEL WALLS FOR /IVVERT ,v A& F�'' P WA L,2 ALVE & AJ' ✓O/N/IV OPEN AND COVERED SECT/OHS TRANSVERSE CONSMUCMW JOINT DETA/LS wr 1'o 027 _1 T 0 EL . 550_ - O- CL Nv 3so.zz _EE 6-NA N N E L SEC T 101V i<A �E/�FORC INCH S7EE!yF pUL E4. T O WALL FL. S"60• z2 0 I i REVISIONS �--� N BS / LOWRY ENGINEERS • PLANNERS MK DATE DESCRIPTION BY RECORD DRAWINGS WALL SASE Intormabon Obtained From , .vAle,--- //Y ---- Chent's Records - - - - NBS/L Records ----- -- -- 2M NnL ' ' Contractor's Records- mor YID scar Date �' iJ STRIUCTURAL_NOTES GENERAL 1. DIMENSIONS FROM FACE OF CONCRETE TO STEEL ARE TO CENTER OF BAR AND SHALL BE TWO INCHES UNLESS OTHERWISE SHOWN. i. CONCRETE DIMENSIONS SHALL BE MEASURED HORIZONTALLY OR VERTICALLY ON THE PROFILE, AND PARALLEL TO OR AT RIGHT ANGLES (OR RADIALLY) TO CENTERLINE OF CONDUIT ON THE PLAN EXCEPT AS OTHERWISE SHOWN. 3. ALL BAR BENDS AND HOOKS SHALL CONFORM TO THE AMERICAN CONCRETE INSTITUTE 'S"BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE", 1971 EDITION, SECTION 7.1. 6. PLACING OF REINFORCING STEEL SHALL CONFORM TO THE AMERICAN CONCRETE INSTITUTE'S BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE", 1971 EDITION, SECTION 7.3. S. TRANSVERSE CONSTRUCTION JOINTS SHALL NOT BE PLACED WITHIN 30 INCHES OF INLETS. �. TRANSVERSE CONSTRUCTION JOINTS IN WALLS AND SLABS SHALL BE IN THE SAME PLANE. NO STAGGERING OF JOINTS WILL BE PERMITTED. TRANSVERSE CONSTRUCTION JOINTS SHALL BE NORMAL OR RADIAL TO THE CENTERLINE OF CONSTRUCTION. 7. THE TRANSVERSE REINFORCING STEEL SHALL TERMINATE ONE AND ONE-HALF INCHES FROM THE CONCRETE SURFACES UNLESS OTHERWISE SHOWN ON THE STRUCTURAL DETAILS. S. EXPOSED EDGES OF CONCRETE MEMBERS SHALL BE ROUNDED OR REVELED. 9. NO SPLICES IN TRANSVERSE STEEL REINFORCEMENT WILL BE PERMITTED OTHER THAN SHOWN ON THE DRAWING WITHOUT APPROVAL OF THE ENGINEER. NO MORE THAN TWO SPLICES WILL BE PFRMITTED IN ANY LONGITUDINAL BAR BETWEEN TRANSVERSE JOINTS. SPLICES SHALL BE STAGGERED. 10. LONGITUDINAL STEEL_ SHALL BE LAPPED 20 BAR DIAMETERS AT SPLICES. TRANSVERSE STEEL SHALL BE LAPPED 30 BAR DIAMETERS AT SPLICES. It. LONGITUDINAL STEEL SHALL TERMINATE TWO INCHES FROM TRANSVERSE CONSTRUCTION JOINTS. 1;. TRANSVERSE JOINTS SHALL BE SPACED NOT TO EXCEED 50 FEET NOR BE LESS THAN 10 FEET, MEASURED ALONG THE CENTERLINE OF CONSTRUCTION, EXCEPT AS OTHERWISE SHOWN ON THE DRAWINGS. 13. TRANSVERSE JOINTS SHALL BE PLACED AT THE JUNCTION OF kFCTANGULAR OPEN CHANNEL SECTIONS WITH CLOSED CONDUIT SECTIONS. 14 ALL RECTANGULAR OPEN CHANNEL SECTIONS SHALL BE FENCED IN ACCORDANCE WITH STANDARD DRAWING 2-D 180, EXCEPT AS OTHERWISE SHOWN ON THE DRAWINGS. 1t,. UNLESS OTHWISE SHOWN ON THE DRAWINGS, IN CURVED SECTIONS, THE MAXIMUM SPACING OF BARS SHALL NOT EXCEED THAT SHOWN ON THE TYPICAL SECTIONS. STEEL SHALL BE PLACED RADIALLY FROM THE MAXIMUM SPACING. 1r,. AT THE BEGINNING AND ENDING OF ALL POURS, A COMPLETE CURTAIN OF REINFORCEMENT COMPOSED OF B19 B4, AND B7 BARS SHALL BE PLACED THREE INCHES FROM THE TRANSVERSE CONSTRUCTION JOINT. 0 37 aAR �44 12 T /clv A No sCALE -STRUCTUMA arm Aw _rZ%A L. A c Fc D S TI ucriPAL pa/gy AImt AL DATED A PAL l2 L o ads Exfernol 6 0..0 p. s. /. E. F. P. Inferiyo/ 40.0 p. s. 1. E. F. P. /C' s 4000 P. s. i• /c l 1800 P. S. i. /s 24000 p. s. i sAe+a and bond stresses per A C 1 .318-63 foundofion modulus k - /6S p c i CHl NO �11L L S (f0AJ7{lAG7 *2 REINFORCED CONCRETE RECTANGULAR CHANNEL SCHEDULE AND DETAILS PPROVEDBY CCFSS Q�MP A�-2D�00 /\IAL.UE FNGln/fE RINCj ATE /4 85 DRAWN By DRAWING NUMBER D pC T 5 - 3A SCALE A5 ,$SHOWN RIVERSIDE BLUEPRINT - RIVERSIDE, CALIF. 1-125-1 /` ,?-57 9063E on oIL3' GANTILE�/E�ED TOP 5EC rION, SEE TrP s.rcrioAl and S 0 CHAIN LINK FENCE � O W O �V EL. 58/.87 EL. 5 7/. 67 SEC TION 8 --`) I o _L of FOR DE TAIL 5 5EE cv op SEC TION'E; 006- 5 -1 • I CHANNEL -- PARTIAL PLAN �180 =/I- 0" �Q, -7'7 I o - r�o ` NIGH CHA l OF CHAN. WALL � INK FENCE ON TOP RE TA/N/N6 WALLS 0 i -0 GI HIGH GNAW L/NIC FENCE ArROC%CET ON TOP OF CHANNEL ., _--- `EL. 573, <oro -T "EL. 57/ .77 TYI' 21LOrr 21, 0„ 2I r D,, H= 9'-0`' 14 7'-011 H- 5 -0 ff 83� 0'► CHAIN LINK SEC TON A FENCE j8' =/L 0" - r` cNp Oil 4 /8 �- Nv -FOR RE/NF. 5i5E 1 - - - v 3 ". Fr/Fr. CIA55 2 PERMEABLE MA TER/AL J - DE TA IL16 2 \ nj 0,: 1� Al o� \O EL. 58I.35 o `EL. 5 7 7.35 EL. 575. (,o7 �.. -I SON ry=✓-v 0 i/AR/ES / -0 CHANNEL a d FF d a� 4 FOR RE/NF. r SEE DWG. S- I 9^ T YP -6 SLOPE 4r0„ LAP 28,- 8" IANNEL RAMP i i _. -0 L/r, r #4 � 9Jr J � 4 � 9 uo ,o # 4 0 q rr #4 (6) o ey 4 naL3 5 WEEP H01- ES (?a 24 0. C. PER �,o-- CAL TITANS 5 T PLAN !30 3 COAX, FILL 2_ a„ #5 �n 04 x 7- 6J/g!, 1 v SEC TION C 318r, =/! 0" — VARIE5 / , o J, #4 @ /81 / - 101 #4(@ i I I O O WEEP HOLES 024 O.C. PE CALTRAN.5 STD. PLAN 0 - . FOR o . D Rn E/NF DW5 SEE v � q# 4J, (@ /8" ' J „ u I 4- 0" v VARIES I �0�� # 5 '` to - � (ai � LAP.� cu • � 6` MA C ER � 2 PERMEAfi MAT /A SECTION D 3/8p _ /'- Q" — 0 3 CU >= T /FT' CLASS 2 f &RMEA3L E MAFERIAL . N BS / LOWRY ENGINEERS • PLANNERS RECORD DRAWINGS Information Obtained From Client's Records THESE DRAWINGS PROVIDED BY BOYLE ENG04EERING CORPORA, NSS/L Records TION TO THE COUNTY" OF SAN BERNARDINO ARE AS MRPORATEB Contractors Records IN THE CONTRACT DOCUMENTS FOR CHINO HILLS PROJECT AREA Date NO. 3, CONTRACT No. 2, DRAINAGE FACILITIES", DATES} MARCH ,. 1985, AND NO REVISIONS MADE SUBSEQUENT TO NOVEMBER 7, -S FdR 1985, WERE INCORPORATED HEREIN BY BOYLE, THE COUNTY HAS © NOTE : 5EF DWG RETAINED OTHERS TO MAKE SUCH REVISIONS AND BOYLE HAS rY PI CAL EXCAVATION 40 OBLIGATION WITH RESPECT TO SUCH, AND WILL NOT REWEW L 1 IN t T S SUCH REVISIONS TO DETERMINE THE ACCURACY, ADEQUACY OR �F ECT OF SUCH REVISIONS, OR FOR ANY OTHER PURPOSE S-4 I-125-1 /`13-57 . II El. 58L5S F. RIVERSIDE BLUEPRINT - RIVERSIDE, CALIF. k l 3-AAITILZ-VEPED ToP -SEC 7!O lV , SEf Typ. SEC7iC)N, K°` f 5.1 _9 --- C.T. M t M SECT /ON A -A SFG7�oN � ',G s«�E y,3 I !EM-M 0 �i _ie_ ; 3 '3 ' cHAAyAJrZ_ EG 58/.35 f 11 N BS / LOWRY ENGINEERS • PLANNERS RECORD DRAWINGS Information Obtained From Client's Records NSS/L Records Contractor's Retards gy.. Date_.._„ _..;.,__..., :;ey9CO /6 c �Ec T / OlV FF- F _r/Fr <<s+ss AOL C MA TL "o, N C>L FS 9,14 A L TRA N-5 S 7 130 -3 f� I Y vile 9 p 77 I 6 i I . I 5'4 BAR R9C"!8 L3! 6AR 'er r& I I I I I I - I33• BAR 66/4'' I� I - i 86 ' 13A R `4,6-d /8 I -- �o N ,o "1 M i I �l N N Q. #gp /B Revision �36 t3A R r 11A 7 � CAL RA NL STQ P[,4N LL 0 vi-Nn I C-- SFC-r!0N D-b rl %SETA )L C / \ z f CHI/VO H/LLS - CONTRA-T #Z No. Dote APPROVED BY AccFSS RAMP - .SrA S2�3B27 ,VALUE FNC !Alr R 1*6 DATE /3 OG r Gt; DRAWN BY 7 DRAWING N MBER SCALE .-1S 7q _!�/,C0OA/ F I-12-5-1 /yy-57 90636 91 C. 15 oX � F/lV/SH G�E'�4DE 1 ' 0 "T'P601l rz 57AT/ON 96 f TO To 108 0- 4 5 01V4 r. - Q- oTHE,�WisE USE SELECTED MArER/AL (MixEv 90 (M/A/ ) RELATIVE COMIOAC,T/ON. VI r I \ x �. ;\ ON ;SITE CL AYE Y A L -•i � � p° c � // / O G ' f � r~ ' do p `',r �,�I��uc� Fr,%Fr coN riNUoUS CL A S$ 2 /=ERMEf{,P L E V � sE�ECTED ovsrr� �fAT�4'/f�L t �ti� "c; � n 9�% /'7iN. /QEL. CO/'J,oi9CT/D/►/ �` /QT /F' 1 M 7-4ER IA L rT YP, ^e S LECrEo NAr4EVAL (iy11)6op � o PO N, Of•4nw I 1` RL�I✓I �V / a �_� � ,q crioN ilfwll 2.0 -/-� 2-0 i5LORE PER COIWWRCTORS - EXCAV,4 10N PLAN DEPTH OF REMOVAL MAY VARY I" CRU,3HEP /FOCK �. B •\`F/R/v1 � X/5 i/N� 50/L T YF/ C'000 "r, 4 Z SECT/ON /514 CK101:001LL C /f C. ,BOXES FloT ro eCALE /f. C. CHANNE[. ----s YMN/, A6 r SEL.EfTED OrYS/TZ- 1ip;rz P/,QL 90% /J/N. DEL. �Orl.��+criDN d tl "• ° ry T a G tl i i e itE / �/ !Uaf0 " 7/= t�e a4, � 3 ca. Fr. /Fr coNriivuous / CLASS 2 PE,PMPA,BGE MATER/AL (TY/") y I CRWHED ROCK) -1//PM E X/5T/N6 50/4 7_rF16"AZ, 5f-CrION BACKF/L Lw @ ,P(::7, CHANNELS Nor ro SG A L. E INESE DRAWINGS PROVIDED BY BOYLE ENGINEERING CORPORA - MN M THE COUNTY OF SAN BERNARDINO ARE AS INCORPORATED IN THE CWRACT DOCUMENTS FOR CHINO HILLS PROJECT AREA Na 3, COKTRACT Ho. 2, "DRAINAGE FACILITIES", DATED MARCH 1985, AND Ito REVISIONS MADE SUBSEQUENT TO NOVEMBER 7, 1985, WERE N=RPORATED HEREIN BY BOYLE, THE COUNTY HAS X11KED OTHERS TO MAKE SUCH REVISIONS AND BOYLE HAS �1C 01366ATtOK VffTH RESPECT TO SUCH, AND WILL NOT REVIEW s 'CIt REVISIONS TO DETERMINE THE ACCURACY, ADEQUACY OR "FV OF SUCH REVISIONS. OR FOR ANY OTHER PURPOSE. STRUCTURE bA eKF/L L STRUCTURE 6E1001"u DEPTH OF REMOVAL MAY VARY R. Co ,BoX FLOW L/NE ? )OARA lc'�7- �L TR,gNS/T/ON 2 R.C. 0006L E 60X TO R. C, CHANNEL S-5 Nor ro ScACE REVISIONS 131:2ijle Engineefinq CC7f0C7 =-1t1d:1 7 MARK DATE DESCRIPTION BY /M3. consultlnq enwneers I architects 0 4-15-85 ADDELI'DUM I GEWL REVISIONS DJ, A 5 -1.85 A DDENDUM P DJS N BS / LOWRY ENGINEERS 9 PLANNERS RECORD DRAWIII Intormahon Obtained From Client's NBS/L Contractor's 8y Date„ COUNTY OF SAN BERNARDWO DEPARTMENT OF TRANSPORTATION/FLOOD CONTROL CHINO HILLS ASSESSMENT DISTRICT 85-1 LOWER LOS SERRANOS CHANNEL x�� / ° - PROJECT MANAGER R F. NO. DATE b y J 5i S-0-7,L -z�-��- PROJECT ENGINEER R.C.E. NO. DATE `�'� TYPICAL TRANSITION AND EARTHWORK SECTIONS DESIGNED DRAWN '4. '' CHECKED �R P BEC JOB NO. S 5 I-120-03 APPROVED BY DATE MAR S FLE NO. D -216 6 DWG. NO S - 5 SHEET NO. 41 OF SCALEAS NOTED COUNTY ROAD COMMISSIONER / FLOOD CONTROL ENGINEER DATE 1-125-1 /y5--57 90636 I-0 1 I6/ o" 7-6 L EVEL # 7,v 12 5LA8 2rrCLR��o �5cm12�� OPriONAL COIY.ST- Jr c 8a 8 = 0'r �--� - - -- sox � 5YMMETRY. , /-l#7x4O-O tv 12 #7x/2-0//r7a 6 , . o �lALG . 0 #$ tee 12�L 2 HOCK o #7x/20 ae6r 3r0�� v 4 4 "FILLET, ( TYP.) - 8 �a 12 5to 12 )WEEP HOLES n 24 0,C, PER 3.0 C.J. A CAL794N5 $70' PLAN 50-3 SLOPE 48 :*II- 3 CU. FT./Fr CLg55 2. 9 PERMEABLE MATERIAL ',6n 7) IPI CA Z. TI? / RL E R. C. BOX SEC TI ON 3/8'/ J�o" STATION tat�4.f6 TO /71-79.36 BoAIO BREAKER TYP. _ , _l 2_, 5 EALA A/T .' 31, a i d • v d EAR T,It @ NA L 4. ONL r - .lollyr f/L.LE8 W�TERs70P PER CA4TR*V5(3 STO. Ol✓�i. ,80- 3. j w 5ECTIOAI FL A IV 5LAB WALL E11"AV 5/0/v J01AIT ,5LA3 WALL5 TOP CORNER BARS #80, 4 C90T j. CORNER BAR 5 8 eV J; TOP CORNER EAR5 # 7'vI ,507 CORNER 6AR 5 7 ?z l 5 o 6" 5EC7/ON G (' Q2� xil.leolliv T a7\" #5 l2�r A "MORTAR BEJ PLACED .e . 5 •G �IMMED/ATELY PRIOR TO A/AL L CONCRETE , 0 �44�12�/ , 0 fTYP.) �O5,,I. �w qP C1R #5x5�0'� SLOPE 48 cm 12 o� . t #6x400#14)12'/� 3 �—/voi� \L6--j FOIE' 5r1l�VCrl1RAL NoT&6 04EE ,OW .S- 21 ?I 7001-ArP RADIUS R SLAB f REPAREO PTO/NT SEE SPECS. ' , � SECT/ON `'`OONO°nou OR scae CONSTRUCT/ON JO/NT WALL TO' FOUNDAT/ON /,dl NT5, 0,•FSET t INCH PRIOR TO SA"FILL/NG 4•. o lleRTICAL LAYOUT LINE. H (FT) 01 >C$ET (IN) S 5/i6 7 711 & 9' 9116 to s/8 TYPICAL WALL OFFSET DETAIL 10'E N, T. S. INM 11111110111M PROVIDED BY BOYLE ENGINEERING CORPORA - TM 1111)Iff CWRTY OF BAN BERNARDINO ARE AS INCORPORATED 0 W CONTRACT DOCUMENTS FOR CHINO HILLS PROJECT AREA lh 3, CONTRACT No. 2, "DRAINAGE FACILITIES", DATED MARCH 1985, AND NO REVISIONS. MADE IUBSEQUENT TO NOVEMBER .7, V85, WERE INCORPORATED HEREIN BY BOYLE. THE COUNTY HAS IETAINED OTHERS TO MAKE CH REVISIONS AND BOYLE HAS .10 OBLIGATION WITH RESPEC TO SUCH, AND WILL NOT REVIEW SUCH REVISIONS TO DETERMI E THE ACCURACY, ADEQUACY OR 'FFECT OF SUCH REVISIONS, OR FOR ANY OTHER PURPOSE. �44 GJHEN T < 10�r y "G�yEN T > 10 �'F/NFORCING TO BE COAMNUOUS TNROL/GH JOINT. �-- EQUAL SPACE ' EACH SIDE. tl. d • a .e m- 32 GJ 6/v T< 10 Sy", /H&V r> 10 sFcrioN oR PLAN SLAB WALL co1vsTRUcrIoN JOINT J o /NT E, S-<o SLABS e WALLS 2)0 el CO/l/T. G Zzl K1 . 2}¢ COIVT o' IVO TE /A/sr,4LL CUTOFF WAcL AT ALL R C 6 oUTLE T5 U . N. o. T �' ICA L. CUTOFF 11VA L L %2 = / r- o // 60 R C B TYF' fZE/NP� LI oc } F 5 )105.2 3AR SIZE 90 "HOOl<5 „X „ 8�4 R SIZE 9oolg0aA 5 °X " # 3 &" #4 8" #9 /911 #5 10" ` Co 12 `' # 11 2411 #T 14" RL E 5 5 NOTED 0714ERA115E ON 0RAW/N65 ALL L ENGTH5 OF BAR H00IC5 /N I&VO7/N65 , COLUMNS, AIALLS AND SLABS SNAIL BE A5 611/EN IN TABLE ABOVE. HOOK LENGTH "X"IS 5rANDARO 90* BAB A100K LENGTH, STANDARD 90'03AR H00/< � ALL GRADES RE/N�ORC/NG. 13-6,0 REVISIONS f3oy/� Erngir>eorrxr Corry- rOf=- n MARK DATE DESCRIPTION BY IA3. consuitinq engineers i architects L ADDENDUM 1 - 6ENZ REY/S/ONS hJG p N /A zi, 9.30.85 REV ISE SECTION 3, ADO SECT. G AHG . N B S / LOWR'Y ENGINEERS • PLANNERS RECORD DRAWN Intormatson Obtained From Client's Ri NBS/L Ri Contractor's Ri Dat:,,._....:.r COUNTY OF SAN BERNARD/VO DEPARTMENT OF TRANSPORTATION/FLOOD CONTROL CHINO HILLS ASSESSMENT DISTRICT 85-1 LOWER LOS SERRANOS CHANNEL r&:s /ApJop TYPICAL TRIPLE R.C. BOX PROJECT M A NAGER R C,E. NO. DATE A N D PROJECT ENGINEER R.C.E. NO. DATE TYPICAL DETAI LS DESIGNED DRAWN CHECKED BEC JOB NO. APPROVED BY DATE MAR� 85 FLE NO, -"dill , �'�'%�' S51-120-02 — -- SCALE D-2166 r COUNTY ROAD COMMISSIONER/FLOOD CONTROL ENGINEER DATE AS NOTED DUNG. NO SHEET NO. S-6 42 of 4 725-1/7-57