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HomeMy WebLinkAbout1-114-04DRAWING INDEX SHEET LIST OF DRAWING I. TITLE SHEET, VICINITY MAP, GENERAL NOTES. REFERENCES 2. CHANNEL PLAN, PROFILE & SECTIONS STATION 101 +53.63 TO STATION 108 + 70 3. CHANNEL PLAN, PROFILE & SECTIONS STATION 129+50 TO STATION 133 + 1 1. 18 4. CHANNEL PLAN, PROFILE & SECTIONS STATION 133+ 11. 18 TO STATION 135+00 5. RAMONA AVENUE IMPROVEMENT DETAILS 6. PIPELINE AVENUE IMPROVEMENT DETAILS 7. RAMONA AVENUE STREET IMPROVEMENTS 8. PIPELINE AVENUE STREET IMPROVEMENTS 9. R.C. RECTANGULAR CHANNEL SCHEDULE & DETAILS 10. STRUCTURAL DETAILS ]I. BOX CULVERT SECTIONS. SCHEDULE & MISC DETAILS 12. SYPHON DETAILS 13. EXCAVATION AND BACKFILL - PAYLINES AND BORING LOGS 14. SURVEY CONTROL 15. RAMONA AVENUE WATERLINE REALIGNI'A NT I(a. PhOEUA/E AVE. STORM ORF1/N (_ATE2AC. REIFERENDQ BENCH MARK CORPS.OF ENGRS. STD -BRASS CAP SET IN CONC. ON EAST SIDE OF BRIDGE AT THE S.E. COR. EUCALYPTUS & PIPELINE AVE. ELEV. 651.20 BASIS OF THE BEARINGS ARE BASED BEARINGS ON THE CENTERLINE OF PIPELINE AVENUE TAKEN AS N 00 24' 15" E A) -ATE STEPHEN J. KIMBROUGH /' CHINO VALLEY REGIONAL( MANAGER lk 4 SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT PLAN FOR CONSTRUCTION ON CARBON CANYON CHANNEL CHINO HILLS ASSESSMENT DISTRICT 86- CHINO HILLS, CALIFORNIA RIvERSIOE I DR rI if I F3 I ILI I In ItAbSIDE )7 § 4501 sry ~ 1 h Z 701 1 ) OISC4TME . �wRr'l +.Y u~i B r!) 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I a _ p a R E BIRD p Rp r I I ,E u IMO � • � - • I o •I _ S .Rc -�� LiIC,O, v � ^ r � g 5`;rC� I -- ."?'- -'--�.. N I I I LLo• ,sr,n ,.,. GIRD I I I j o oe vnuE c�N I 1 , ,r,el IV SIEN0.A IS 'N If9 ( 1 I I rT. �i. hf tF` -- - - - ` -- lip 1 I mo= Fr x �E s r }� $ s+ - , .r,, F •,/ I I I r� -$ y W pz ^ a Lo, srxt�.os { • . o' v . � tr, I I ", n O,rYERRT a.� 'a`�3 � � C00x t01 CI YO � QP S'/• � I i I-- t ----{ - ----- - 1 - -- - - - - - - 0 4 _. { , o e I I I s1.. LISP OF STANDARD. DRAWINGS 1. SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT NO. S.P. 220 2. CALTRANS NO. F-10 NO. D-75 NO. D-81 3. LOS ANGELES COUNTY FLOOD CONTROL DISTRICT NO. 2-D295,2 4, SAN BERNARDINO COUNTY TRANSPORTATION DEPT. NO. 109 NO. 115 NO. 129 NO. 203 5. CITY OF CHINO NO. 368 COUNTY OF SAN BERNARDINO -- DATE 4- KEN A. MILLER DIRECTOR, DEPARTMENT OF TRANSPORTATION AND FLOOD CONTROL LOCATION MAP NOT TO SCALE DATE RICHARD A. BUEERMANN, P.E. RICE 11900 DISTRICT ENGINEER, COUNTY SERVICES AREA NO. 70, ZONE CH N P S/LOWERY r NGINEERS Atln PLANNEPS A/OTE,' �135 Gawky COMP/LED ,95-�UiLT /NF02M.9 7-/011,/ FOB S.yEETS 3�� i N 8S / LOWRY ENGINEERS • "NERS RECORD DRAWINGS Information Obtained From Client's Records NSS/L Records Contractor's Records By I ! I I. ( Date CHINO VALLEY REGIONAL MANAGE DIRECTOR DEPARTMENT OF TRANSPORTATION L FI.00D Cc,NTROL 0 RICHARD A. BUEERMANN PEE 9900 D TE DISTRICT ENGINEER, COUNTY SC'' 'ICES AREA NO. 70, ZONE CH 0J?' /_OWRY DATE GENERAL NOTES ;. 'THE STANDAP- SPECIFICATIONS.FOR THIS PROJECT SHALL BE THE STANDARD SPECIFICATIONS ISSUED BY THE STATE OF CALIFORNTA DEPARTMENT OF TRANSPORTATION (CALTRANS), DATED ,ULY 1984. ALL CONSTRUCTION MATERIALS AND METHODS SHALL CONFORM THERE- TO UNLESS OTHERWISE SPECIFIED IN THE SPECIAL PROVISIONS. 2. SEE THE SPECIAL FROVISIONS F]R .ADLITIDNAL CJ'.'TFUCTIOid AND TRAFFIC CONTROL INFORMATION 3. SEE THE LIST OF STANDARD DRAWINGS UNDER "LIST OF DRAWINGS" ON THIS SHEET. THE STANDARD DRAWINGS ARE BOUND WITH THE SPECIAL PROVISIONS. 4. THESE PLANS DEPICT ALL ACTIVE UTILITIES KNOWN BY THE DISTRICT TO EXIST AT THE TIME OF DESIGN. EXCEPT PRIVATE SERVICE LINES. THE CONTRACTOR SHALL CONFIRM THE LOCATIONS AND DEPTHS PRIOR TO COMiMiENCING CO^NSTRUCTION IN THEIR VICINITY. WHERE RELOCATION OF EXISTING UTILITIES IS REQUIRED OUR !NG CONSTRUCTION, THE CONTRACTOR SHALL CCORD- INATE HIS ACTIVITIES WITH THO.-,E OF THE OWNER AS DIRECTED BY THE ENGINEER. Ex' E?T WHERE NOTED OTHERWISE ON THE PLANS OR SPECIFIED UIHFRWISE IN THE SPECIAL PROVISIONS THE CONTRACTOR SHALL PROTECT IN PLACE ALL UNDERGROUND AND OVERHEAD UTILITIES, FENCES, SIGNS AND ALL OTHER EXISTING IMPROVEMENTS. 6. CONCRETE FOR RECTANGULAR CHANNELS & BOX CULVERTS SHALL HAVE A 28-DAY STRENGTH OF 4000 PSI. ALL OTHER CONCRETE SHALL BE CLASS "A" CONCRETE HAVING A 28-DAY STRENGTH OF 3250 PSI. UNLESS OTHERWISE NOTED OR SPECIFIED. 7. REINFORCEMENT STEEL'SHALL BE GRACE 60 AND SHALL CONFCr,.I. TO THE REQUIREMENTS OF ASTM-A-615. 8. CLEAR COVERAGE OF REINFORCEMENT STEEL SHALL BE MEASUREu BETWEEN THE SURFACE OF THE CONCRETE � THE SURFACE OF THE STEEL AND SHALL BE A MINIMUNI OF 2"WHERE CONCRETE IS POURED AGAINST FORMS UNLESS NOTED OTHERWISE, AND A MINIMUM OF 3" WHERE CONCRETE IS POUFFD AGAINST EARTH. TOLERANCE F^R CLEAR COVERAGE SHALL BE NOT GREATER THAN 9. ALL STEEL EXPOSED TO THE ATMOSPHERE SHALL BE GALVANIZED IN CONFORMANCE WITH SECTION 75-IZ5 OF THE STANDARD SPECIFIC - CATIONS. 10. LINES AND GRADES WILL BE SET BY THE ENGINEER IN CONFORMANCE WITH SECTION s CONTROL OF WORK OF THE STANDARD SPECIFI- CATIONS. NOTE: ONLY THE REVISIONS THAT ARE MARKED AS AWERE MADE BY PLANER ENGINEERING ASSOC. OTHER ENGINEERING A�3PECTS OF THIS PLAN WERE NOT CHECKED OR ARE ENDORSED BY UNDERSIGNED QROSA,S.S�p�4 . i Exp. 199 ! DATE f130199 PLANE( ENGINE;E"itING 2124.1 VMrlRA KVD., SurTE 103 L'OIAND HILLS, CA 91364 REVISIONS COUNTY OF SAN BERNARDINO MARK DATE DESCRIPTION BY DEPARTMENT OF TRANSPORTATION / FLOOD CONTROL JAMEB M. MONTGOMERY CONSULTING ENGINEERK INC. CHINO HILLS ASSESSMENT DISTRICT 8� - P.O. BOX 7009, 250 N. MADISON AVE PASADENA, CA 91109-7009 CARBON CANYON CHANNEL � 3 30 f�DD�D s+�. 16 �- � �'• SUBMITTED BY: TITLE SHEET , LOCATION MAP, �^ i (5- -��-vz_ l -2z-g� JAMES M_ MONTGO0'VIERY COl :JL71 +r ENG INZ�, - _.. GENERAL NOTES, REFERENCES MILES E. WOLLAM RICE 13975 APPROVED BY: ' EXPIRES 3-31-89 DATE SCALE FILE No. NOUN TY ROAD COMISS. FLOOD CONT, ENG. DATE SH. I -I 14-y//--9 a;= .+. tt.t.. +rst �r•r t�r■y� trttr •trr � � �.o.w� a o a'� i.■t1_ �11M;. art, . W4 • �ItL tlt t!V #�J► +r ro.r.trr .�ri .r a—W,rWr •1^'Z rr..._,-a e. i MMMMIMIUMMUMP rw■■ A. ZEw t twi4S"r's.'�'w ■r• tr Z. i tl. M �.♦ I _/ r � ♦ #may# "an W� .a.yl�Ir. y�lt1�1t�y�.�.19 rN.. 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Mw . . _ w . r/ w' i■,�1.,I • • • SimMEMO ww fri• ■•ir �• f■I� �i�1 a■Alllr rrrs r.w■r ��. rrs rw f _ . x . "1' ♦ 1 .1 ram• �� ar. rr■w rw� �� �� rrrr. a■•r.�w wry .■� � 1 _ � r r1 � r � . � J � rrww �� ! w�. �Ir♦ �•r r■w.. rr\ .s. �. u y .� ��+a�a- "S." .. .�• �...r �� ..rr. mow. w r�■s wrrr. f=� rwr sewer rrrr■ � r +ww�r a■wr• rrrrr. WWW iw► ter. r.rm■ rrw �wwr r■•w w arr,a rrwa rwi si arwu�■ �� r■rs r� ■rr■w .�. ■nwr r■� rrr. �•r■ �rw y . • . � r ■ \ r w • ■v �► .r■w\ •�� r�r rrw ,re mam.w� w ■ r.w .■w■.•rrw wr .r •I • • ■.. ■ w w�rr■•.��■air. �w .■ .i'r.riwiw�r+ wi. Sri; on ■r■`%�A ice. ii �■'i ■ s� om��s�s Irk E ; ;Z"Mwa��;—"dr1wwMmo.410 �w■r �. wrr� �f wwr�ti �. �■■�r �w ■■� w m a■�w.�i`�+�rr�■sar���s�■rrrr�rw�. 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MONTCiOMEliY DNBIILTIN[3 ENdINEERa INC_ • a J O Mw I� O COA/C, \� TIVRUIaT BLOCK I I i 4S' U"F3 L //V CAL I rr Fl_,4 /V GC I ill I I Lf ETA IL ';Q 112, EXTEN/ac/9 - TH/S IQ2Ef) / . f f n� l � to 2. S GCE V,CI /� /E5 STA. /33-11 ./b SL/OUL,I�E'i� T ` ,12 CO/VS W61 CTl(f1/V /VOTI-S r --- --- ---- - - - `z 4---------- - -- 44' -- "" (D CONSTRUCT 24' o"S P,41Yx /9' 0"Ivelr,.f/T R.c <<��v�-�, ; rG FUT�r�c '1 ! COMPACT�L, i P PErfP DE_ T.4 / ! S O IV S •N T. / / ,c � �... Q 147/1V/''S R,4VEME/VT MATCH/AL O2 11\15TAL L (' CI -IA /N- L 4LoN5 TOP of WiNG� NA4.Lk 3�--- C'ULVER7 PA/l:�-A/c:,ET FEiF' C.4L7,4/VS STD. �5 //- 2 _ 2`4 . �i L) 1 FENCE //VSEP\T DET. ON SALT. 9. ;:.XTE/VD FEA/CE— I F3E'/0"D END of 1,wAR4/tPE-7-. �3 CUT /'LUG 41VID 1E5"OVE 5FC7/0JVS OF //�f�/G. L//1/5S q W146'--RE T1-15y_ 70.V�,,L /C; W/7/-/_C01/57r2UC7/0/V. \ b V /3 ® CDOly STRUCT 67 IL. F. OF 24"R. C. P , /5C)O D PER K - ' �7N�"l CO/VST�UCT - `s C2U51_lED �JC�6%�EC�/�TE =c �° � IV- of I A © (�'OA/57R!IC T CCYWRETED ROCICLSL 0/at_ R,''OTECT/0/V —n - 1 -` CONSTRUCT C, 5 L . F. 3 T C.ii' 0 ® /�EPL, r EX/ST. �?/,.4��D /5�"SV/ L/NES trV/TN lPf�N (� f2�f'LQCG- C,V07 /2 /WA747rP L.WE_ l'V,1TN /30G.A7 2.�'Pt/=� / " - ¢ P�f{ FLAN DE7: W z3,4V T. CON37_1-�UC7- ST�� ET/ti!F' 'ol✓EMCNrs PEre 5/-17- 8 �� f.�5/ilk%tom// QNT RE�t,1oYE 'f 7 AlE.A,0W,�t _ % , C�/v. ,� ,4ND �l1"4RG'f2,�(/G f '42 CONSTRUCT 240,L. �, pF 54 - Ae C P, /500 .0 COiysr�eicT - ,41V 8�.�'rir c6) . sr0, Z2W( . /,3 20E rY/'�- � "" cs r�.v BAs�,v. v- ¢'- o,,, w- s'- a- 44 r44 , AND LOCAL DE.E',ri'E`55'!ON' O f/C'lll�?/:_ .4 L WQ L C.. /'E"R S, f3 . C. /CF C: T.�, � .� h 2 _- " /?. C. P. 5 . o . 0 S TC� . S. P. 2 . 5 � 5� 4 �� saws A vo�� is COA/STi�UC,T 1n/L r s T�'U� TU�� ,� 4E T., S11 /� i O. 30'4 �-- EL�GT2lCHG ENGAGEMENT (� C01V57RUC7 0617-LE 7 5Ti4;�UC?U,GE Z)f-7, ;- SUS 1)IZA//V 5Y 5 TAM .5FE- -5&CTION / TY1S .wl 5 R0/-90WW Ex rEi\,/0Eb - * NOTE. 'Z�[C �E ONLY THE REVISIONS THAT ARE MARKED AS , WERE MADE BY PLANEX ENGINEERING ASSOC. OTHER ENGINEERING ASPECTS OF THIS PLAN WERE NOT CHECKED OR ENDORSED BY UNDERSIGNED. C4/28ON CANYON SIGNED DATE 5 30 9 PMEX ENGINEERING shut vwnRA KV0, Su17f103 WOOOiANO ILLS, CA 91364 I„� TYP ,-i BL-AID 1JOW/V TOP %5L ,4 B RE lN=, !2'/ reOp F/N.R,4 DE R©Q D t 1 /.'A h I ,'/ G -/0 - #4 Cn// _i6ca)rr �j 5C.IsLr; i2"=//-Or' Tr�E^fC�t Gtr/DTI M/W, P/F'E G. D. -;�l / 2 �' f34CfCF/LL ' 5 CONT AS SHOWIV � PRO► >1�E A.C. CERA4 I P a # a11VD APlli�O/V P; 7/ S @ 2 T yPfc�i� P CULVfRT 05TA L ,&AL�� C�?NC ETf EIV C. .L?E/L. CrPU5h/ED /-7�G2EC/�TE �� S� N 8S / LOWRY ENGINEERS • PLANNERS c T ��o �/ � - � �. R��ORD DRAWINGS /Q , �, ¢ ►nformItion Obtained From liefWs Records NSS/L Records IY.As, s Records �. V) 19� Mi h. W Av o Asq M . r // F' /_ T /22 A-f,411V fJ 1 i 20 yx 1.2 "W ve W120 "/3 . F TC- Z SEE DET. ;4 I .4 Av QA X A7. L. . wc-Z_ C../O/A/ T5 i \, ;,4 20 A TER c 117o CA � E IT �� TD. �. � � A � � !/V , TA L _1 4 T/DN ! 2 G 29 5'. 2 ,'� % a Q SCALE V. Al4 REVISIONS COUNTY OF SAN BERNARDI NO MARK DATE DESCRIPTION BY DEPARTMENT OF TRANSPORTATION / FLOOD CONTROL JA.MElj M. MONTGOMERY 1,,q513,189 /{L-'�yP�T oN"'Q � '"_�. CHINO HILLS ASSESSMENT DISTRICT - CONSULTING ENGINEER, INC. d �' ��� iFD ` ,Gl � I P.O BOX 7009, 250 N MADISON AVE., PASADENA, CA 91109-7009 ` - Z z MILES E. WOLLAM RCE 13975 EXPIRES 3-31-89' 2 A,aDED 0,4A/A//1VVf4\7f ,4, CARBON CANYON CHANNEL er. I LF.v�r 9 /8-87 sNoul_4 wr Ei v. Esc v's �.�. MIT JAMES M. MONTGOMERY CONSULTING ENG. INC. Y : PIPELINE AVENUE IMPROVEMENT DETAILS JA RECOMMENDED BY: R. C. E. NO. AT DATE SCALE FILE No. APPROVED BY COUNTY ROAD COMISS. FLOOD CONT. ENG. DATE / 2O SH. 6 I mean a 521 gem son 0Nis loonalls I OMNI -o 0 go I a Is XMI lllul� oil 111111115MMIS ljp� MINNIE" low, Inumme, Am MM11!I Iffin a"' ot in mamm Ems llutla-ul u SEE . ....... .. 7 ...... ... ....... . ......... . . . ... .... .. _7=' _x� 7 w .... . ... . .. . . . ...... .... . ...... ... . .... ... T_ 7 p :71" . ... .. Y, ­ J ------ - Al1 . . . ... .......... ......... . .... . rill . ...... .... - T T -- 7. — - -------- - X p .... ... . ... . ...... .... i 770- ifa.' q . ......... . ... ..... --- . .... .. ........ . .... ....... . . . . ..... ....... - --_---_ . . . ............ . .. . . .... .... ........ p . . ..... 7, .... . . - T.: . .... .. ... ...... . ... ... ------- ..... ­11 .. . .. ......... . . . . . ........ 7, 7 51C 'eq Z__ t -- ------- 7 . . . .......... 7- . . . . . .. ..... ............ . . ........... 1:: '7 p 50 J4,- - - - -------- .......... ........ . . -------- j - . .. ........ - - ----- .. ......... .... .. 35t 50 33t50 J2 7. 50 _F/7' 60 .YOf-50 6l17-725R OZW 5 /5' co, STD . 'D WG. 1,11c, 115 O P�'/T' S. B. Co , STD. DWG, /l/o . /09� TyPE "f3 " €. Z o � O CONS 7_RL11C7- ZOC,4Z .7 zF/F Co. R0140 _5r,0. z9W67. IVo. 203. 00011yS7;Re11Cr DWG Alo . 206.O S. 3. CO. S TO. C0NSr/F61C7_ 5. 6. CO, 577,0. D9W67. lVo, 1210. REC0A/S7RUCT.DR1VZ:W,4Y,45 RZ70�9. 147H 7-ORS 1 V,4Z V­_ 13OX,---5 A S l?f O�,,49 Me67 ly-4-W r-49 I"IAI TO B� 1, 0/v (S 5�' (:3. 21 A& 1'4 C01\1S 7 �/V4'_W 19. �f. .411 7, Fu ruR E RIVV 10 J 1 11 . r NOTE: N`Z� ONLY THE REVISIONS THAT ARE MARKED AS WERE MADE BY PLANER ENGINEERING ASSOC. p / p Z7 z 4 vz7m &Z:- OTHER ENGINEERING ASPECTS OF THIS PLAN WERE -5 71?,5,5 7 11VP1F 0 V z4- 7 lVz4_7 IV 7 -5 NOT CHECKED OR ENDORSED BY UNDERSIGNED. — --------- SIGNED DATE KAMM ENGNE19UNG 21243 V911PIMA KVD, SUITE 103 WOOMAM "W, CA 91364 M 0 64,�� NBS / LOWRY ENGINEERS e PLANNERS R ORD DRAWINGS Information Obtained From Clients Records NBS/L Records Contractor's Recwds' av Ld, n2to I k- 1) - "t ( 7—A IZ_ (j A/ 4 V, 15 " VC/4:7 �o , 0016- D F_ T,4 5C-A Z-- 77-7-40' 4, '3 -I V 71 REVISIONS MARKDATEDESCRIPTION JAMES M. MONTGOMERY CONSULTING ENGINEERS, INC. P.O BOX 7009,25ON MADISON AVE, PASADENA, CA 91109-7009 F7- MILES E. WOLLAM R C E 13975 EXPIRES 3-31-89 0� r'y N 6--6-5 � _-5 0 64'5 RIM G3_5 6-30 COUNTY OF SAN BERNARDINO BY DEPARTMENT OF TRANSPORTATION /FLOOD CONTROL CHINO HILLS ASSESSMENT DISTRICT 86-1 Z_& 101Z, 01 / 1?,-V REV YQ7. blr:�S, CARBON CANYON CHANNEL PIPELINE AVENUE STREET IMPROVEMENTS 6 30/89 1?Z--_V. 5TA. ray PLqvt-X EA(6 - A SUBMITTED BY; JAMES M. MONTGOMERY CONSULTING ENG. INC. RECOMMENDED BY: R. C. E. NO. DATE DATE SCALE FILE No. SH. 8 APPROVED BY COUNTY ROAD COMISS. FLOOD CONT. ENG. DATE REINFORCED CONCRETE RECTANGULAR CHANNEL 31S// PREMOL DEL) FXPAA/5/0N ,JO/NT MA77ER/A L -� SEE NOTES N11 l AA/D 2 �2 j4�lM/N BELOW r--, ' N, SEAL SETWEEN FILLER 14ND w ArekiTOP S'/M/M THA KNES5 -I/l6" gAD, NOTE -S 1, NA7F R 5 TOR TO yAvE10 5 OR MORE PA /R5 OF , y R RAISED RIBS ro PROY/DE O, l SQ, IN `� EoMD/n/ s �// MIN R/8 CROSS - 5ECTIC#1 l - SEAL BE ,tip ARE 00,l EACH HALF OF FILLER WATER STOP THE ►q/A7ER5T0P, 2.HOLES WILL BE WAITER STOP PEQM177-ED /nl TIVE ou7E_Q lit" OF THE N�w FOR WIRE RINGS ETC, TIE W453 To : 3 RFIW ORcIIVG BARS S /2" MAX /NTERVALS To s c/PPOR r TNF WA TI R 5 rOP IV FROPER Pbs/7101V D4.1R/AVQ CONCRETE PLACEMLFNT AL7ERNA7/VE DF rAi I L MAY BE 50CM1 T 7W FoR APPROVAL OF 7NE E1'4/1\1EER4" , L /A//C SEE CIV14 DW65. 1 —IN 1 CV i 4Ay///,�/// ,///" //i B E � 112'' B4 REINFORCEMENT STEEL SCHEDULE FEET) BI Bz B3 B4 B5 B6 B7 B8 139 �-} '�I �Xs T BAR NO. a SPACING VERT. LENGTH HORIZ. LENGTH BAR NO* a SPACING VERT. LENGTH HORIZ. LENGTH BAR NO. a SPACING VERT. LENGTH HORIZ. LENGTH BAR NO. SPACING VERT. LENGTH HORIZ. LENGTH BAR NO. a SPACING VERT. LENGTH HORIZ. LENGTH BAR NO. a PA i VERT. LENGTH HORIZ. LENGTH BAR NO- I HORIZ. LENGTH BAR N0. a SPACING HORIZ. LENGTH BAR NO a PACING HORIZ. LENGTH A5 1ZEQD�_ 5618 12 � 'o ' gii #4i8I RE 12 B.,1 #41811 A5 l #4@Ig I'- a -44%1811 41- 611Gl 9'ro 10: ' #4,2181' lo'-o" 4r,4811 G'- Sit 5"-�5 #ro�191' 3'-8" 3�-0'� 12121 #4� ig'' ��-,��� 8u #*.S 3I- 4" 1 k-416" 1'-ro #56181I 41-��I 10'--0 10�2' #4G181 101•G1' #re181' 7'-211 51-co #�:16 94 21, �� 411 12,21 #5�;8' S1-81I 101, #5�19, 3� 0` 10 #��1811 &�-o"I #5�18 51.0,1 8 2'-811 3'->��I Ili" #5t18'' �1-2'' 101 #.I$'� 5 3-�'� Io,� i _ 11 s 18 1_ 11 8 � 1 #5 Ig 5�_ 3 #�G15 5-0 �1 3 -8 121215 ii 8 I� �, 8 u to��18 d 1I �I 4'- 0 �I 12 i, #�c.18 ,► Q -o�c m �� lg 1 �� 5•�' ►I-� ► I #4�I5 I 12I-0I #-I5i I �I I) 12 11 #o�g II #-��18I, I II 12�01 I111 #4: 1411 12�-�� 1 14' � �- cell �I- �'' "ic ��'' ��•2�� 3�_ IOII 4 IS1I � �I #( 1811 11- �I I2j1 1�18�1 .31-811 14 4�Ig" #�� ig11 lo'-o" #p1c;1811 (C l ll 1 �5�1Z IS-Or 5 12 I 1 I( -9 7( -6 �li, s16-6 !� 45it 5" #7@12i��—Oy '�1 11 I —O 16 2!1 #7912 15 1 01# 7012I 9I-It 0 19-C; i 7'I 7 (9 I2'' { �G ts'- o" #� 2 12'' C 14'- o'' 0 /_ J,, *9 I'�" 9 o'' �'-o' 7G ', ` 1'� RES �, a ��" r;,l 7SI� �1 �-Ou it ICo 2i1 C �_- �81- 11 3 ICo"' # I� 7 �12 �S �FQp,. - ('" 7✓ I , ," 15-0 #8 121 ' ►l 9-O SYM. ABOUT EXCEPT AS NOTED I_ �# 4 LONGITUDINAL BARS11 EQUALLY SPACED 0 (Z L E , S _ B2 85 " B3 B6 CONST. JOINT G„ 00 m m i" I /2I1 JL \� T r 4 LONGITUDINAL BARS EQUALLY SPACED C CC,�NST JOINT 11 � TYPICAL CHANNEL SECTION NOT TO SCALE 7,4,e f'O,c r/aN of rive c,vA"A4c 114 w14/cN TH e U 5 Q iy Ca,rZf' OF qA v,6 rN THE FoLL a w�i✓C� M/,V , C1_4", A,1AA16Z-" 5 ��l0 8E ��a vioC,u A"C Tf/E 7,4/1C.K1V6755 51-,1aa4 U A3.E WALLS CA1AN�✓t f 1CdC6r 212 INCHES, j A I 2ii 2i_ PAINT SURFACE WITH 2" 3/8" PRE -MOLDED 2" -3/8" PRE -MOLDED 2ii A THICK COAT OF 2ii ASPHALTIC FILLER ASPHALTIC FILLER W,gTER TJP ASPHALTIC PAINT WALL OR SLAB OF COVERED / SECT ION S 3�q _ 1117 WALL OR SLAB OF - OPEN CHANNEL SMALL �� 0F�7H6�7 ©� W47-6 C".�Top SECTIONS 3EC710.Al FOR CHANNEL WALLS FOR INVERT SLAB FOR WALLS AND SLABS JOINING OPEN AND COVERED SECTIONS STRUCTURAL NOTES TRANSVERSE CONSTRUCTION JOINT DETAILS_ G�N�RAL NOT TO SCALE 1. DIMENSIONS FROM FACE OF CONCRETE TO SURFACE OF STEEL SHALL BE TWO INCHES UNLESS OTHERWISE SHOWN. 811 2. CONCRETE DIMENSIONS SHALL BE MEASURED HORIZONTALLY OR VERTICALLY ON THE PROFILE, AND PARALLEL TO OR AT RIGHT ( NI STA L L LIC114T � (TY�) � ANGLES (OR RADIALLY) TO CENTERLINE OF CONDUIT ON THE PLAN AS WEIGHT NjF—r L EXCEPT OTHERWISE SHOWN. N SERT -1' U BF— WITH 1, D, 3/4!1 1 I 0 ul >� 3. ALL BAR BENDS AND HOOKS SHALL CONFORM TO THE AMERI CAN CONCRETE INSTITUTE'S "BUILDING CODE REQUIREMENTS FOR TMAW E w REINFORCED CONCRETE," 1971 EDITION, SECTION 7.1. — FO ST O . D, C RO U T POSTS I hl TO ,,, I--1L 4. PLACING OF REINFORCEMENT SHALL CONFORM TO THE AMERICAN INSEr2T WITH z CONCRETE INSTITUTE' S "BUILDING CODE REQUIREMENTS FOR REINFORCED ROUT, I FART GEMEN O U CONCRETE," 1971 EDITION, SECTION 7.3. �t� 'L Pf�RT s o ►L 5. TRANSVERSE CONSTRUCTION JOINTS SHALL NOT BE PLACED WATR E WITHIN 30 INCHES OF INLETS. + N 6. TRANSVERSE CONSTRUCTION JOINTS IN WALLS AND SLABS SHALL BE IN THE SAME PLANE. NO STAGGERING OF JOINTS WALL WILL BE PERMITTED. TRANSVERSE CONSTRUCTION JOINTS SHALL BE NORMAL OR RADIAL TO THE CENTERLINE OF 1/\/A L �_ B�S - - �- -� CONSTRUCTION. L--Kali P 7. THE TRANSVERSE REINFORCING STEEL SHALL TERMINATE ONE 1.0'\4G!7JDINAL CO N S T;� u C T I O N 5 NI E_ AND ONE-HALF I71CHES FROM THE CONCRETE SURFACES UNLESS OTHERWISE SHOWN ON THE STRUCTURAL DETAILS. JOINT - O F E N CHANNEL I N S E R T D E TA I L. 8. EXPOSED EDGES OF CONCRETE MEMBERS SHALL BE ROUNDED OR N BS / LOWRY ENGINEERS • PLANNERS RECORD DRAWINGS Information Obtained From Client's Records NSS/L Records Contractor's Records By Date BEVELED. 9. NO SPLICES IN TRANSVERSE STEEL REINFORCrt,:ENT WLLL BE PERMITTED OTHER TKItN SHOWN ON THE DRAWIiiG WITHOUT APPROVAL CF THE ENGINEER. NO MORE THAN TWO SPLICES WILL BE PERMITTED IN ANY LOGITUDINAL BAR BETWEEN TRANSVERSE JOINTS. SPLICES SHALL BE STAGGERED.' JAMES M. MONTGOMERY CONSULTING ENGINEER% INC. P O BOX 7009 250 N MADISON AVE., PASADENA. CA 91IM7009 MILES E. WOLLAM / -Zz - g 7 R C E 13975 EXPIRES 3-31-89 STRUCTURAL DESIGN CRITERIA L.A.C.F.C.D. STRUCTURAL DESIGN MANUAL LOADS EXTERNAL -38.CO p.s.f. E.F.P. INTERNAL 40.0 p,s.f. E. F P. fc' = 4000 P. s. I . fc = 1800 RS. i. fs = 24000 p.s. L n =8 SHEAR AND BOND STRESSES PER A.C.I. 318-63 FOUNDATION MODULUS k=165 p. c. i . 10. LONGITUDINAL STEEL SHALL BE LAPPED 20 BAR DIAMETERS AT SPLICES. TRANSVERSE STEEL SHALL BE LAPPED 30 BAR DIAMETERS AT SPLICES. 11. LONGITUDINAL STEEL SHALL TERMINATE TWO INCHES FROM TRANSVERSE CONSTRUCTION JOINTS. 12. 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 RECTANGULAR OPEN CHANNEL SECTIONS WITH CLOSED CONDUIT SECTIONS. 14. ALL RECTANGULAR OPEN CHANNEL WALLS SHALL BE FENCED IN ACCORDANCE WITH CALTRANS STD. FIO MOUNTED IN METAL INSERTS. SEE DETAIL ON THIS SHEET. 15, UNLESS OTHERWISE SHOWN ON THE DRAWINGS, IN CURVED SECTIONS, THE MAXIMUM SPACING OF BARS SHALL NOT EXCE;D THAT SHOWN ON THE TYPICAL SECTIONS. STEEL SHALL BE PLACED RADIALLY FROM THE MAXIMUM SPACING. 16. AT THE BEGINNING AND ENDING OF ALL POURS, A COMPLETE CURTAIN OF REINFORCEMENT COMPOSED OF B1, B4, AND B7, BARS SHALL BE PLACED THREE INCHES FROM THE TRANSVERSE CONSTRUCTION JOINT. 17. THE INVERT AND TOPS QF CHANNEL I)ALL SHALL BE STEEL TROWELLED AND PROTECTED AGAINST DAMAGE AND SCARRING. REVISIONS COUNTY OF SAN BERNAROINO MARK DATE DESCRIPTION BY DEPARTMENT OF TRANSPORTATION / FLOOD CONTROL CHINO HILLS ASSESSMENT DISTRICT 86—1 CARBON CANYON CHANNEL i 771= ork. Y. t`•,NY £ DAMES M MONTGOMERY CONSUL- NG ENG. INC R. C. RECTANGULAR CHANNEL RECOMMENDED BY. SCHEDULE 8& DETAILS R_C E NO. DATE SCALE FILE No. 4PPRCVED BY BOUNTY 90AD COMIS5 =�000 , - E. ,`,; 1-114-y/6-9 SH' 9 R C ,B C CUT OFF" WALL 1 SSE l�E T- TN�d SHT� O/ MQ~ 0,4� Z i L E 0OX COIL /"OA�` /1V V,,`-,4ZT S,EE * r, 2 ,cow C0NC1QET4e" ,BARK /EiC SE E 5/-,/ T. /p 45 Di,4. L AA "C „I ,6A RS '� AS e /2" // M/M. F/[ G ,F-T OPT10AM G Con/ST ✓T (D fe'1 OARS 2 //CLR. T YP 715 AGTERNAT/Ve COn/ST. ✓r Co/vs7 T. RE/NF. S4/4F r 45 Rooms SLAB SPAN 7 �' / CA L S,E C /u O s ` A L.- T2 RAMOAIAq P/PE L //VE AVE/YrJB AVE/VUE CUL✓A-;:RT CUL VERT RE F . SH7-. S REF. SHT. 24 24 < 4 <3 MAXIMUM 5,4RTH COVER l _ ROOF T/ U EXTERIOR WALLS 72 a / l SIZE BAR # 7 ` 7 SIZE (3 8 ' 7 - G S/ZE BAR C D/MENS/4/11 C S/ Z ,E ,BAR G „b"B,4� j >SARS � 0//a // gA/RS ,CQ C 11V VER T SIMI L,4,Q ,GOOF SZ07/ON NO SCA—I f NO SCALE ''b // 314 R S `ClIBAfZS fH.4I N LINK TYF. SEE C/vr� DwGS Aro sCAG,E t-, :oS5 C, �S !b T J - N BS / LOWRY ENGINEERS • PLANNERS RECORD DRAWI NrS - ' -- ---- K QQ Q l� At %�i07 ,°N510E-Cr1oV /,5Y lcl!� S 'OW 5,IT Y; Oltl COS./ TNA C T WITH O/ �Q I/ AND E�" .BARS ARE AT HALF SPAC/n/G, AML 0 E) - 0` S �. PLAN fIlI /FILET 5TR OCT UPE J14 = /' - 0 r 6-O sa, / S /M'lL A/� P L A /V 15" INLET STP UC T UR E 1?/4 /1 _ / ,- 0 6'-0, s4 SET /" /9O e r,4 R -- PLAN 1,I„OUTLET STPUCTUHE .3/4" 6 "-O�•- SCE: G -0 5 O DIA. PRE CA sr MN SECT/ONS -STOP •GATES sZ 1117- =,5 I 1 /2 E. W. 5 EC TION 641 32 636 6 S i jh f `• t FOR 3f W ER 3 /FgON_ 4,! 5 C; w1 ;VOTE �ri��j •, CrOh' TO /NCrALC F/BE P �f'FiNFU/�CEI✓ f r lIvICO. PVC JVle F/SC/-/ER Ok' EQ u,4z - N BS / LOWRY ENGINEERS • PLANNERS c o /v riz� c r(,)R TO S uBN//r sfio/� o�P.v v����✓Gs � RECORD DRAWINGS Foy ,4P�,�o1A� . L A N Mformstron Obbined From I5" OUTLET 5TP UGT UPE Client's Records . NBS/L Records Contractor's Records By to f I - ► z. - G t t- SH. 12 GENERAL NOTES- { Q 1. ALL WORK SHALL BE IN ACCORDANCE WITH THE LATEST "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION," INCLUDING Z SUPPLEMENTS. AN Q N 8S / LOWRY 2. PIPES SHALL BE EMBEDDED 5.5 INCHES INTO ALL STRUCTURES 3 Z ENGINEERS • PLANNERS - 1 /7 INCLUDING INLET & HEADWALLS, UNLESS OTHERWISE SPECIFIED. ` RECORDDRAWINGS 3. A CONSTRUCTION PERMIT SHALL BE OBTAINED FROM THE SAN Q Information Obtained From 6AC�lF/GL BERNARDINO COUNTY FLOOD CONTROL DISTRICT PRIOR TO START OF `� Q V v ANY WORK. Client's Records R h z v X Z NSS/L Records PRIVATE I VA ENGINEERS e o Contractor's Records o TE N INEERS NOTICE TO CONTRACTORS: a 1-c� Ci C) By �at� f h �/N = o•o. :d`. a'', 1. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES N� ►`, o "' �' a -� 2ono CONC�'�TE OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH * °� ►�� R "� �' ¢ . '. e:.; -A a "y;, O,P /3ETTEP � � ry q N OF THE AVAILABLE RECORDS TO THE BEST OF OUR KNOWLEDGE. _ _ �1 R/w THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN AND AN OTHER CZ,455 A ,6ED0/1/G LINES NOT RECORD OR NOT SHOWN ON THE DRAWING. - q°� o _ s PROP. E.P. o o o NTS 2. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE — PROP. (,� "wfi7ER \ T � I �— a RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF _ _ IP LIN� �. ST" � AVE" _Ex• E.P. Il , CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL �— N i PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY S \V _ „lk\ hIlk u, T— CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND 24`0x.�P N sx. THAT HE THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE Q M w OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, - , -- -- - - — ly- o REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ro w ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE96.88/N11 R/� -- SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. 3. PRIOR TO TRENCHING, CONTRACTOR SHALL POTHOLE AND VERIFY THE LOCATIONS OF ALL EXISTING UTILITY LINES AND PIPES AND ADVISE `, o� h J Q C '� ►. ENGINEER OF HIS FINDINGS. DESIGN REVISIONS MAY BE REQUIRED. o Q /Pf i CURUEo a o y 0 I Z q 3 W ,� • Q C; Q s 30 0 Q It L= 23.56' o o T=12.06' PLAN OF LINE "A" SL'AI E : ! " = 46" NOTE: ONLY THE REVISIONS THAT ARE MARKED AS FIELD BOOK REF. RECOMMENDED FOR APPROVAL, PIPELI E AVE. IMPROVE ENTS PLANEX ENGINEERING _ / COUNTY OF SAN BERNARDINO CHINO VALLEY REGIONAL MANAGER DEPARTMENT OF TRANSPORTATION/FLOOD CONTROL WERE MADE BY PLANEX ENGINEERING ASSOC. OTHER ENGINEERING DATE ASPECTS OF THIS PLAN WERE NOT CHECKED OR ENDORSED 21243 VENTURA BLVD., SUITE 103 --------_ _ DIRECTOR DEPARTMENT OF - CHINO HILLS ASSESSMENT DISTRICT 86-1 _ TRANSPORTATION & FLOOD CONTROL 7✓ .! CARBON"CANYON CHANNEL 6�1990 WOODLAND HILLS, CA 91364 - — --- - I BY UNDERSIGNED. DA E ' TEL. i818 �10-9421 ® goo o2rAi� - RICHARD A. BUEERMANN RCE 11900 / ____.Jor�� __ ______ _ 90 DISTRICT ENGINEER, COUNTY SERVICES PIPELINE AVE. STORM DRAIN LATERAL �/30�89,�� A REurs� SCo r1�n/y�izTS Crr/E A �Z2/90 AREA NO. 70, ZONE CH NBS/COWRY Q���LI�C%/L SHEET SIGNED: PE N0. DATE; 5 30�89 AGb�O TH/5 SfIEE% )"O J.M.M. PLRN S/30 89 DATE PLAN AND PROFILE MARK REVISIONS APPR DATE M,