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HomeMy WebLinkAbout1-125-01 (2)36 0 D 5EC T/ON "B " l - ° 50 0" DGVG. 5-2 Q` 4- I T/n c /nc Ltii l - or T/0 PARAPET WALL EL . (026.48 'o SECTION 18" T/0 PARAPET WALL EL. CO2 6. EL. 604.00 °,, ---- — - -- --- ,. .. SECTION 8 DWG, 5 - 2 v PL A r8 / 0/l 50-Or! 04 na 4? TYP. —NOTE.- FENCE NOT SHOW N FOR C L ARI T r %7-/0 510E WALL EL . 6 25. 00 (T rP. ) 5L OPE = 0.008g1 SEC TION /v. r. s. — 6` CHAIN LINK FENCE PO C K E T PER L, A, C, F, C, O, STANDARD PLAN 2-0180 #4 q'' 2-'0' #4 DIVIDER WALL SECTION C Ts. I -0 SECTION "3" T/O PARAPET WALL EL, 625.00 D/V/DER DIAL L SECTION D co' HIGH CHA //V L IN,k FENcr- PockEr ON TOE' OF CH4N4EL NAL L RETAINING WALL. PER L-A.C-f•C-D. 5 7-0 • PL A N 2- 01f/lcp, S/DE W,qL L EL. 6 2 5.00 -� 4RAPET WALL �25.00 FOR REINFORCING SEE DPP PARAPET (SUM,) # 5 012 _ry / I Oa 32 / b It t J Iro'- 4ll ;QLit, 8 -# 8 6' C� 4 :#(0 x8'-0W WEEP HOLE 24O, G. PER '� �" b �� CALTRANS 5 TO. PLAN B0 3 <17t 9L'� - LAP �6 SLOPE _j O l� � • D V m V *4 n /Z/t 3 Cu- FT./FT CLA55 - 2 PEgMEABLE MAFERIAL P 5 '.6 1" _ 5LOPE I #5x24-9/1(@6,, HALF SECTION �8 '— i5 YMM. ABT . 411 i DIVIDER WALL L 5L OPE _ O -v8 x7' 0'' up Cc'' _a N BS / LOWRY MESE DRAWINGS PROVIDED BY BOYLE MMEERING CORPORA. ENGINEERS • PUNNERS TION TO THE COUNTY OF SAN BERNAIt@1NO ARE AS INCORPORATED RECORD DRAWINGS 0 THE CONTRACT DOCUMENTS FOR CHINO MLLS PROJECT AREA Information Obtained From No. 3, CONTRACT No. 2, "DRAINAGE FACILITIES", DATED MARCH 1,985, AND NO REV"S MADE SUBSEQUENT TO NOVEMBER 7, CiMtt's Records 1985, WERE INCORPORATED HEREIN BY BOYLE. THE COUNTY HAS NOTE: SEE PNO 9-5 F011 TYP/C/4L NEIS/L Records RVAINED OTHERS TO MAKE SUCH REVISIONS AND BOYLE HAS EXCr9Y/9T/0'✓ L/rN/TS' OBLIGATION WITH RESPECT TO SUCH, AND WILL NOT REVIEW .-_.Contractor's Records SUCH REVISIONS TO DETERMINE THE ACCURACY, ADEQUACY OR j Date. .. MT OF SUCH REVISIONS, OR FOR ANY OTHER P,lUMSE. 1-125-1/4'7-57 90636 O b , O ,f 7 cn o o""INV . \ ��. TRASH ,�)A C K D. S 7-D. F'L AN 2- ,D TR 1 4 0 de 11 \ � 1 INV. EL. 613, 00 CLAN I G-0 } OPNG, APRON T/0 •SLAB Q EL, 631.00 ' EL25.00 ,1 CEN T59L. INE SECTION A 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 :JO OBLIGATION WITH RESPEC�� RCCURACYND !LL NOT ADEQUACYIEW OR SUCH REVISIONS TO DETERMINE EFFECT OF SUCH REVISIONS, OR FOR -ANY OTHER PURPOSE �-- T10 sl A1-11� 1 11 4-U TyP 2 - :0& x 34--I 4„ 0 WATER STOP (0) SLAB 4 WALL5 �9 TYI' (V 5 G IOLAP NOOK (� CORNERS, #70/0„ 7 anl0 C_ .. f A J -r - `7 95 f'?u /0" F�t 5 Q 10" f ; I 3-O �-- 5 0 /0" d' ( # 5 n0 /ON 3J� B�1 �- -01 ( LAP HOOK F lr4 CONT. T YP . y�17 0 \ 6 25, 00 J 5 ��0" =1 2 0 '0" � � J (u� CORNER5 Sou TN kVALL- ) O # 7 na l0"-� # SEE C o #7 0 l0" SIM. o b 7 1- �--, * 70 /o" LA,. 96r #70 l0" r0 f CHANNEL SEC 8 T � _ NO FE, REINF. 5 YM, ( - 5TRUGMRE • TRIM TO CCR. ,45 REQ'D. rl #5 ) /0" j 44f-op 14'-0" �� o � � � l0" ALT la's 5 #7(@IU LAY 10OTO . #5 �?a l0 ct CHANNEL _ h r /-O 4c� e Z-5 2,0,, o Q' WALL D OWEL HOOK 10�� 0 7 (�/o" 70 1011 7, /o" ?' (." #5 alo" n r 5 At,5 xe'- 0, p, 3-0 5ECTION 3/g,_l; 0" v� r L s .55 T 318 a /i 0„ N BS / L.OWRY ENGINEERS • PLANNERS RECORD DRAWINGS Information Obtained From Client's Records NBS/L Records Contractor's Records Date S-8 1 loc 1 /un r' l 1�0* FOR REIN). --- SEE SECTION 2" P146. 5 -1. -- S 7A. 2& 4 27.08 .0�cy'#4 (@ I8" FOR REINF 5EE - SECTION "C" DWG. 5 -1 1.0„#4(0)18"- �o O 4r2— J'IL PART1,4L PLAN0 i TO. WALL EL, 562.0 EL. 552.OU T) 48:1 MAIN CHANNEL 0 STA.26t-20 ,o INV. EL.5515q _ SEC RON �1611=ILOII \\-Z� w, E; i #4 x 4' 0"DOWELS § 18" FOR REINF, 5EE SECT. l \ �4-1'- s j DETAIL 1 B C, -6 TYP FOR REINF. SEE SEC TION "E Pw6. 5 -1 I I lO x 7 RC 8 _ SEE DWG, P-10 CHAIN LINK FENCE --� ' EL. 592.90 SLOPE FOR RFINF 5EE 45 SEC TION "C" DWG, 5 - I , o- 0 *4 x 5 0 `OONELS (a) 0 S TA. 26 + 13 q 2 o., B C. J. 5-� FOR RE/NF 5EE 6EC TioN S-3 d b T. n IAIAI I F1 SGP n �8 P ALT• #5(p) 6 O� VV EL.552.50 (@ 8 �AL�B o t *5(7a l8704(0)/0 - *46D le, (EXTEND 8/0 RE/NF FROM SECTION "E ") CONS T. J T. EC / ON-3/8/1 = p-0/1 ( — ) e 0 FHESE DRAWINGS PROVIDED BY BOYLE ENGINEERING CORPUNP, TION TO THE COUNTY OF SANN 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 NO OBLIGATION WITH RESPECT TO M, AND WILL NOT REVIEW SUCH REVISIONS TO DETERMINE THE ACCURACY, ADEQUACY OR SECT OF SUCH REVISIONS, OR FOR ANY OTHER PURPOSE. f3oLllo Englneerinp Cornoraion consulting engineers i architects REVISIONS MARK DATE DESCRIPTION BY 4-22-85 f9DDENDUM I - NO CHANC7E DJS PROJECT MANAGER R.C.E. NO. DATE y� e :- �7 .._ 3 -� PROJECT ENGINEER R.C.E. NO. DATE DESIGNED "'• DRAWN �1 . ` v CHECKED `f BEC JOB NO. S51-120 -02 APPROVED BY — — COUNTY ROAD COMMISSIONER / FLOOD CONTROL ENGINEI N B S I LOWRY ENGINEERS • PLANNERS RECORD DRAWINGS Information Obtained From Client's Records NBS/L Records Contractor's Records COUNTY OF SAN BERNARDP40 DEPARTMENT OF TRANSPORTATION/FLOOD CONTROL CHINO HILLS ASSESSMENT DISTRICT 85-1 LOWER LOS SERRANOS CHANNEL IO'x7' R.C.B. JUNCTION TO CHANNELO STA.26t2O DATE MAR, 85 FILE NO. DWG. NO SHEET NO. Haw D-2156 S-9 45 OF 51 1-125-1717-57 �i 0 ?A.01 0 v Miami w wjw w a � wlw�w;wl 1 i l � I II �wiww��wwwwa■ ���wlwiwtwtwlw�w(�.uiw� wwwtw w w!r t�1�1��iw���w =�►.� / 15.0/� FOR RE/NF. 5EE OPP WALL. (50-f.) sEcr�aN ,�1 '' �'•�o y�2 .Q IHESE DRAWINGS PROVIDED BY BOYLE ENGINEERING CORPORA- TION TO THE COUNTY OF SAN BERNARIKNO AREAS WCORPORATED IN THE CONTRACT DOCUMENTS FOR CM IS PROJECT AREA ;do. 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 RETAINO OTHERS TO MAKE SUCH REVISIONS AND BOYLE HAS 10 i5LIGATIQN WITH RESPECT TO SUCH, AND WILL NOT REVIEW SUCH REVISIONS TO DETERMINE THE ACCURACY, ADEQUACY OR 'FFECT OF SUCH REVISIONS, OR FOR ANY OTHER PURPOSE �ALL D �2 1� �J 6MIX ruRE E �N 1> 15-0 v- ia • � PLAN 0 32 - D 30 � 0" SECT1101v _ ,SLOPE " #/ / " -4 -3 5�3 / 80 r a- s #.¢ V12" a L 2 `CLR. 3 � #5OWro na 24 /O.C. PER �r :. CAL7V 5 k^ 3.0 ►11-(11 /PTO, Ok/Cr 03 Qj 3 a R �. 3 W. FTArT _ SLopE �� SL opE • O Vax6 3 CLR I'0/ 4 � 0' 4' 0 � $4 e182.�,/ CTR D iH MALL . 10� 0'� (/-/OOK �V EART/Y )5W.F OF 5'4 Y WALL 55C710A/ f % DWG, 5- 2 #4 x310"(a18 //PAIL . 3 "CL R 3�21"1<EY pex ' ( INCL /NED ) TRA 5H RQ CK IcV L.A. C, F C. P. STD. /°LAN 2-0 tR 1-1 !MODIFY A5 2`CLR e S "5w C TI ON SEC T1 0A/ 1,0a 3- SHOI../N OPP-HAND Fj'' NOTED �3. f. �✓ /-0�1 a to � � SLOpE #4 tv 8 S / LowRY ENGINEERS • PLANNERS RECORD DRAWINGS ON Intorrtution Obtained From SECT/ Clients Records �Q it 11,911 /Oi/ NBS/L Records Contractor's Records fly Date ■ s E c ri o ry a jaw I 1-1k r a§* #5a12y 2 5 CONT, '-1 S E C TIO N3111 8 2- # 5 CONT 60 /l? 7 � C., 2 -115 CONT. /-0 aen 1�2J1 I w D SECT/ON C � v 1 11 1 _ /I 3„ f L 2-#5 CON SECTION rD__�J 318" - l' O" — N BS / LOWRY THESE DRAWINGS PROVIDED BY DQYLk �UGINEERIWG CORPORA - ENGINEERS • PLANNERS T'ION TO THE COUNTY OF SO IERNARDINO ARE AS INC T.Efl IN THE COMM DOCUMENT'S FOR CHINO HILLS PROI MEA RECORD DRAWINGS information Obtained From No. 3, CONTRACT No. 2, "DRAINAGE FACILITIES", DATED IMIIIRCH 1985, AND NO REVISIONS MADE SIE'QUENT TO NOVEMBER 7, Client's Records 1985, WERE INCORPORATED HEREIN aY OYI.E THE tXIUNTY HAS W NBS/L Records RETAINED OTHERS TO MAKE SUCH REVISIONS AW BOYLE HAS contractor's Records 40 OBLIGATION WITH RESPECT TO SUCH, AND WI VOT -REVIEW SUCH REVISIONS TO DETERMINE THE ACCURACY, A00AC Y OR "rFECT OF SUCH REVISIONS; OR FOR ANY OVER PURPOSE. IONER/FLOOD CONTROL ENGINEER DATE SCALEAS NOTED D-2166 , S — I 1 I-125-I/51�5i WARPED WINGWALL O co PARTIAL PLAN 151-Cry M n INCLINED TRASH RACK I CHANIWEL_ SIM. L.o.C.F.C.D. STD. WALL BEYOND PLAN 2 - DTR 1 ( MODIFY AS SNOWW) / V4 r. •. S 10 X 25.4 L4,c4 x'`'8 x 0'-r0 (TOTAL 2 ) W/ 2 - � -P A.B. ( TOTAL - 4 ) Q-1 /#v 12i #4� 18" 50 12 0 SECTION, 41811� ILO" 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 do. 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 RET41NED OTHERS TO MAKE SUCH REVISIONS AND BOYLE HAS 'JO OBLIGATION WITH RESPECT TO SUCH, AND WILL NOT REVIEW SUCH REVISIONS TO DETERM!NE THE ACCURACY, ADEQUACY OR JFECT OF SUCH REVISIONS. OR FOR ANY OTHER PURPOSE, • - : 1-0 l 1141 �• L_ 2-#8y \`#7012" 1 ALT. B c•, J , o 11 5 LO ILA''' c * TZ 12" ALT. #5Z12"�@&1 #4no 18n #4 an12n *4Ca 0 4*5C.)12n SY M . ABT_ CHANNEL #� 4 15" I II Cn - O ' O #7re) 12'I 00 1r lol TYP. II #71e 1 2 40018 r5 -o INV. EL �. S 1 48:1 cr 2 i 011 LAP 4 5 ca 121' 08 X 7'-o'@ 12" CT R'!7 SECTION q G- 4401211 . �2- 09 x 20- 0�1- CTRrD a � BRANCH j.a�9 l3�•I011 l5'. i'5n f -1 2.O --�r5 0 14 2r l 0�� l ALT. 5 Cd 4 1 Ca 7'I 77 #5� 12n ' ALT { 7� 12 v4P I8'I 1 # X13-10 WALL BE OND 04o Ie' ALT. 1#7012" Flo'' 15�12" o # 46) 12" 4 (�18� c. 4� 12� I 5(D12" ' #4ea1211 ' F_L.58?.15 M �- BRANCH �14 @ 12" *8 (@12 if ALT. 4 of 12" #5Q 12��1 C�, SEE SECTION K 10" DWG. 5-2 SECTION. 5/811� 1�011 Ca 4111111110M.M IMARK DATE 9'12 8� sconsultlnq snginssrrs ° urchltucto PROJECT MNAOER RJ~L 1K . PROJECT ENONEER R.C.E. NO. R/C/NAR0 A. RCE. /✓O- DA7E DESKRM DRAWN CHECKED D/STiP/CT ENG/n/EE,2 C 5A - 70 - G H �l DATE' :1�5Q12n/ 4 Q 14"`? n 2'-10„ ALT. (z7N �t > QTE = FOR BOX REI N F. SEE SEC ION KA s2 N 8S / LOWRY ENGINEERS • PLANNERS RECORD DRAWINGS Intormatlon Obtained From Client's Records NBS/L Records Contractor's Records REVISIONS - COUNTY OF SAN BERNARDINO DEPARTMENT OF DEscRpTioN A TRANSPORTATION/FLOOD CONTROL NEW SWEET LA I-lU — CHINO HILLS ASSESSMENT DISTRICCT 85-• 1 LG�;�i�,. 12'x 5' R , C B J!► `'r�° N DATE TO BOX rd STA. 59-r3O.42 BEC JOS NO. APPROVED BY DATE 9 FEE W). Dom. No 9HMT NM S5 I -120- 04 Is cotr>.rrr ROAD coelMRssRo«ER /F'.000 CONTROL ENaNEE1R D sCALEAS SHOWN D - 2 I G 6 S — l 2 47A *F 5 1-125-1 /52 --57 . 8 3� h/EL p 30L r S To l3oTroi"I 6 p n Or 04,4TE L o /> S,F,CT/0n1 8-11 #4@ 1�" EA. WAY; -�r r 9 @ 2 FAcN _ C gfzT N F i U-- i 1 le -- 5 9- --- s- 9 __—. 4 z k t Z C U T- O f F VV4LL- 12" -- — // , 6„ At -18 ►z *50 /Z" is 80 ► Z 701Z 7z F-C.-T►0 N TO ►O¢+55 l2 • 1-e � . •`j \ � � � i TOE — -� �-_ � � , AoF- ALkt S 42 Cg f-CW V I IN -1 L C�Ao FENcrt V � PER LACFCD SYc� Perry►,► W Lz �Q h GRl�piNG PL NN o20 N eS / LOWRY �/ o ENGINEERS • KAMM RECORD DRAWINGS hoorlm"n omainw From - -Ck4WS Records NBS/L Remft _ s Reds ,ExrER'0k /A/TCR(0k SF CTA A l-125—i 53—$7 x 90636 2-3 (�.Y.) L . Al-�A)�A _ W500' \ \046* r4/t/OMA.P�E�PS70 R�GI/--_------------_—-------------------._—.._ — .--._-- _ -- __— 7C14-/DzF7Z2L1.e Ali/G-L%� /VT. NEW DRA//VAG E \ / / EX/ST. D.PA//l/AGE S T.2UC TU.PE — — — — — — — — — — — � f�WY C-/3 _X/5T. RAV,51 /E/VT. C0,1V5 PUG'T 4A.C. EX/5T. T.2A Vv 517101V S/-/OL/L DES' TO Z7-Z RO /�'!.9 TCf �' EXIST E. P. q SHOUL DEl2 Opt/ Al S. 1 0 I —�— 4"' (4GY) 4 w 4 w D.Y:�o;/z2� 200 -8 W LL -- -- 13s -- - -- -- -- -- Dy _ 140 W 22 ...J .fl 220 �,� - ,eft /LD �// ryo� F-Z EL / NE/� TU es I /�o' q'til�ax. I �� R4 -'/' T Z T�'PE L_ T I ! C-/3 r i C,/8/ 5. E //� SEE STAG/NG DE 7A /L T- 3. --� /Ort/ ,D. y. / CO/c/S T.PL/C T egX C . St�OUG DER Oil/ 0/DO' Sh'O,e/r 1G ,- WO.P.4E::' A.2EA ---, 275 AT EX/ST. GUA,eD .EA/L I l 400" GENERAL NOTES Construction traffic control shall conform to the Caltrans Encroachment Permit, Manual of Traffic Controls ( 1985) , Standard Plans ( 1984), sheets 4 T-10 through T-14 and these plans. All striping, signing, barricades, and markers shall be installed per Caltrans Standard Specifications and Standard Plans (July 19841 sheets A20-A, A20-13, A73, A74-A, S41-3, S42-15, S43-A and S44-7 and as directed by the engineer. Temporary K-rail shall be installed per Caltrans Standard Plan B11-30 and as directed by the engineer. Barricades shall conform to the details shown in the Caltrans Manual of Traffic Controls for Type 1, 11, 111 for closures lasting one week or less, and for Type II for closures. lasting longer than one week. Place min. 3 barricades (Type III) per lane at point of road closure. All barricades (Type 111) shall include flashing beacon at point of road closure. T1eA1/S/T/Oi 1 5110, /L DER TO M�9 TCh' NIA W /20 ;PEI/. TAPE�P OIV O. Y 2 20 ' TAPE�2 - - �P�GV E. P. J C - 24 - - 6. All advance warning signs for detour shall be 48" x 4811 minimum or larger unless otherwise specifies. 7. All advance warning sign installations shad be reflectorized and be equiped with flags for day -time detours and be illuminated or be equiped with flashing beacons during hours of darkness. 8. A C23 "ROAD WORK AHEAD" sign may be used in lieu of the C18 when approved by the engineer. 9. A C13 "END CONSTRUCTION" or C14 "END ROAD WORK" sign; as appropriate, shall be placed qt the end of the project. 10. Advisory speed to be determined. -in field by engineer based on the ball bank test. A special construction speed zone shall not be established unless approved by the Department of Transportation, Traffic Operations Branch. 11. Additional signing may be necessary as determined by the engineer in the field. 12. Restore all striping, markings, markers, and signing to original condition at completion of construction. 71- Osoo' W 7k: Z / /3 0 % /VA)_J�Oe� TYPE V !,Sol / 2� FL,4,2E Q d- �2EL OG'.�1 TE EX/ST//VG S/Gil//�/G �/�IA�Pf<E,�S TO THESE DRAWINGS PROVIDED tsY doyLc ENGINEERING_ -CORPORA- TION TO THE COUNTY OF SAN BERNARDINO AREAS 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 NOVEMRER 7 1985, WERE INCORPORATED HEREIN BY BOYLE. THE COUNTY HAS 3ET"INED OTHERS TO MAKE SUCH REVISIONS AN! BOYLE HAS A OBLIGATION WITH RESPECT TO SUCH, AND WILL NOT REVIEW 59:N REVISIONS TO DETERMINE THE ACCURACY, ADEQUACY OR OF SI ICH RFVIS19I NS. OR FOR ANY OTHER PIIRPOSE. O J C� ��c� W % YPE L /--7a,e,1_--6,7e M _ �U, F� A�� W IV W co W _Z U F- i � / 1 \ � r \ 5� lool'/ \ NE VV / \ / / L E (3E /\/ 1:) \ / S /6AJ \� • COVE OR pEL /�/EA i GiP -�H BA eR/C A,DE (T "PE ZII ) aFLA31-77VS ARR011Y S/Gil/ D.Y. D01,13L E YE-L L OW D/1 /O.%UG % 1A1E /2 "PY /2'W B��Wl'-11TE STOP 3.A R „ 8 lNf-1/TE 7&RIV L ANE 4 4 �Wf/ ;/TF_ L AAIE L /./l/E a 4 w 4 �"Why/TE 511OZIL DER 31 RR/PE . SEE DRA6VINGS T-1 AND T-2 FOR STRIPINC-AND SIGNING DETAILS. SEE DRAWING - 3 FOR TYPICAL SECTIONS gpr Ca o consulting er7glneers� � arcliltects REVISIONS MARK DATE DESCRPTION BY 4-2Z-85 ADDE'NDUM 7 - NO C,�N6c H �' 6 -nj- 85 /V/OG/F/EP 2AIL, 5/61,1 i,1-7 E moor,- /o T 775OF & 8 ` - PROJECT MANAGER �l R.C.E. NO, t DATE if. /7/35 3-25--XS PROJECT ENGINEER R.C.E. NO. DATE - --- e DESIGNED DRAWN T. Z . W Q CHECKED D.D. B BEC JOB NO. S 5 I - I Z O - O 3 APPROVED BY COUNTY ROAD COMMIRSWNER / FLOOD CONTROL ENGINEER DATE (f-/8 o,e C2 317 E. P COUNTY Of' SAN BERNARDM DEPARTMENT OF TR).NSPORTATION/i LOOD CONTROL CHINO HILLS ASSESSMENT DISTRICT 85-1 LOWER LOS SERRANOS CHANNEL HIGHWAY 71 7P,AFFIC CONTRCL PLAN STAGE I STRIPING , SIGNING DATE MAR 83 FLt NO. DW(% NO SHEET NO, SCALE I"= 40 D-2166 T-I OF R 1-125-1/54-5% STA. 127+60 t TO STA. 130 t 80 t SEE DETAIL ON DWG, 7--3 FOR TYPE III BARR/CADE5 WITH C-2 ANC C y �/ZT) SIGAI/NG. USE SPACING SHOWN BETWEEN STA. I49+00t a Sma 5 'E /c/p TE 10'o D WC-- / STEP Np /30�% NIAX. 05E 80F2-A,2E 57-A.., /32s-oo 7-oC tg5t NOTE: STA. /24r40t TO 37-A.153+50: REMOVE Al-L GONFLIGT/NG STRIPING � MARKI/VGS. RELOCATE EXIST/NG S; 6WlAlG 0 MARKERS To MA7l.H DETOUR ALI&V14E/1/T. Sf IC�InAC7T•n Q i f- n_• .. . — - - — SEE DRAWING T-1 FOR GENERAL NOTES AND LEGEND SEE DRAWING T-4 FOR DETOUR ROAD CONSTRUCTION consumnq Onginears i architacts /CAS rseec PROJECT MANAGER _ R.CjL NO. PROJECT ENGNEER R.C.E. NO. DESIGNED DRAWN CHECKED T Z. P 5. 1 D.D.B. DATE 3 Z s•jos DATE ui J �3 0 J W m W W �.n i W Z_ J 2 U I- Q 0 0 IV lriLlk 7RAVjh(;S PROVIOEI) BY SDYEE ENGIIIIERING CORPORA- TION TO Tqf coul1TY OF SAN BLRNARDIIVO ARE AS INCORPORATED IN THE CONTRACT DOCUMENTS FOR CHINO BILLS PROJECT AREA Ar'. 3, CONTRACT No. 2, "DRAINAGE FACILITIES", DATED MARCH 1985, AND NO REVISIONS MADE SUBSEQUENT TO NOVEMBER 7, 19R5, WERE INCORPORATED HEREIN BY BOYLE. THE COUNTY HAS IATIrINED OTHERS TO MAKE SUCH REVISIONS AND BOYLE RAS 40 UiIGATIO'N WITH RESPECT TO SUCH, AND WILL NOT REVIEW STINT REVISIONS TO DETERMINE THE ACCURACY, ADEQUACY OR EFFEU Of St11% REVISIONS, OR FOR ANY OTHER PURPOSE, ♦ SEE NOTE 61 DW4 T-/ 3EE NOTE 10 ; DW& T--1 REVISIONS COUNTY OF SAN BERNARDNO MARK DATE DESCRPTION BY DEPARTMENT OF �— 4-2Z-8 ADD&V,041M 1 - NO eH,4NSE TRANSPORTATION/FLOOD CONTRO �/ -13- g5 N1ooiF. D .L-_,ewlL�5l�r vAG 5 77Z. CHINO HILLS ASSESSMENT r%ISTRICT 85-1 -` aDOEOM�,���s ����tiE�ro,es �•- LOWER LOS SERRANOS CHANNEL. COMM EV73 OF S-/• gs- HIGHWAY 71 TRAFFIC CONTROL PLAN STAGE II STRIPING & SIGNING SEC JOB NO. APPROVED BY S51-120-03 COUNTY ROAD GOMMi88iONER /FLOOD CONTROL ENGNiEER DATF DATE MAR 8 3 mr NO. SCALE 1"6 40' D -- 2166 DWG. NO SHEET NQ T-2 49 OF 1-125-1/55 -57 1:■ 0 90636 r d' Cif NST,PUCT 4 A.C./it/ S. 5HO61L DER !NH'ERE Sf-�Ol�Vit/ ON STiP/P/1l/G IL A/V T-/J a ,T,eA/✓5/T1 D,�J � 2.4/L N PER STie/F'/NG O PORA R/L TO TOE dP• BOX . � of NI NI C 2 (43 "X 30 ) DR/L L I /it/STAL L �4 " M�Icf /�iVE BOL Ts w/Tf� .c iiiTc //T /iVznC-- NO SCALE Q STAGE II COit/S 7".PUCT/O/�/ STfI. /45 t�os IJ N L//,!/TOf F/L L a GRADE L/NE `PER PROF/L E /OwG, T- 4) 62'± 7' 2 L /A1/7O� EX/57: PA I/EIVE 7 Z //`1/7 OF I 2 F/L L w ECT ENS OF PIPE EX/ST /� C EX/5 7: F S. CC�.'VS T. TEMPo,2,q RY 7�/-11 /CT/O/4, SECTION @ EXISTING UNDERCROSSING ¢� RTE .7//STAGE A/ 31 "53 '260;PV 4'l�t�t//TE EOGEL /�/E �sTAGE rJ �' ,0 A N o 3 APPi20�', B � sTEE� �Tr�J /�OU�P. STAGE .ZZ ST2/PE rn i /STAGE ,Tl J .� N N � � m IL 19 �- Al 3/ "34'//''W B TRIPLE 16 x 10' R.C.B. STAGE I a STAGE II CONSTRUCTION JOIN LINE DETAIL 110 NO 7"E : THREE S ARE -2EOU/RED f'OlP EACH Z- ANC CLOSED. A L 7EE'/VA TE S/G/l//iVG //v ORZ:)ER SHOWN SEE DWG. T--2 FOR L OCA 710A/. DRAINAGE STRUCTURE NOT TO SCALE -r-o� n /c /7-Il-i,4 / K RA/L %C PLAN SypUL DER STf�. /4& IR7)- PO•C . 20 T TIl 1M OMW AF SAN '—'-A*A$iWWMTO M TK C, 1 W SMUMENT$ RN OW VALS PW)W AAA No. 3, CWTMff W 2."DR-k"M fACILITIEr, DATIM O 1985E AIO NQ KWSIM MADE Sty DENT TO WKWM I. Ift WEK MIMPORATO HEREIN BY BOYLE. THE TY #W K"iAINIED' OTHE•RS TO UK: SUCH REVISIONS AND SM W '10 E81.16ATM WrM 11I W TO S" AND Witt NOT 00" SUCH RMSIM TO KTMIK TK AWINI , AOMWa 40 "W OF SM ItEV%Xft 01 FOR ANY OTHER P"NME lI//Tf� SAND 3�GS EX/ST. U/t/1�ERCRO SS //�/G pRA//�/A G E S TRUC TUBE 0 GRADE LWE PER PROF/L E (DWG , T-4) /00 , 1 20, 1 _ 20 , 7- 14 0 TYP GROI-IAID 0.251A.C. CLEA�P¢'GRUBB EX/ST.I�EGET,4T/O�t/ VAR/ES h r,,/' TO 68 ' TYP W Q TYPICAL SECTION LOOKING SOUTH NOT TO SCALE NOTE: REMOVE ALL EXIT 57-1e�P 1 1' DARKIN MARKER-5 CO/VFL /C T IN //`/S TAL. L TE/►�P. TY.�E f� RA/L //�/G l�l/STALL 8'�1�1/H/TE TU�E'rt1 LANE PER CAI- TRAMS /NS TAL L OOOBL E 7'EL L OIN/ 5 TIC . PL A N 13 // - 30 / � e57A- &. 2 2) //VSTAL L 4 ��WH/ %E /I/ORA- AREA 74-MR7,>`14�-'E K RA /L XIHIERE 5HOW/t/ O/! STR/,%t/G PL HiL/ I I J' 2 3� EX/5T. Pl! VEME/VT. j j4 � 3 �I. 40 � - XAS T. PA V,EMENT CO�/S7-,PL/CT4��l.C.//V, S- SH'OUL S E C�I" I O N A- A � s�/owH�ow�7-A)� �N TEMPORARY PA l/E/"/E/V T DETA/L Tfi�OUGf/ CO�I/STiPUCT/O�l STAGE I I>E TOL/R. /VO T TO SCA L E /NST�LL 8'!-U/-//TE L Elc'"T TURN LAME , 4"!/1/HTE i 2 io A.C. SHOULDER SECTION B-B 061,36E YELLOW D/V1,011/Z- iUE /0ETfI L 22) /iVST�IL L 4 ";V,,41/7,E —TEMP? TYKE A- 1c /L EDGEL /iC,IE PER CA L TRAAJS STD. PLAN B // -30 /2 ' VE/VElk/ T L7EL T/O/V DETf//L S 7/-�iE�OL/Gf� Corc./s TiPUC' T/Ort! �J.�EA STAGE ZZ .DETG�UR TO SCAL-E 2' Sf-/ORM WORK AleE4 1-(25-I /56--57 90636 EXI5 T F. S. zc_:x, F DETOUR 4 0.2%) R TE 7/ f 60 --0.87% 0.54 % f 0. 4 �- "" v EX15T. GP, OLINO 0 6O 55- �- -� DETOUR RD ...... - k a �m ^ o� W� o0 55 °0 " N ° v (3,� p N N �, F. S. DE TOUR /2 D. I 0 0. 50 O I ' Ln [L 4 00 V.C. I I I -- O rn PI_ 8 5<0.5ro I� I II 8 / 2 3 5 6 71 45 8 9 �? ' /O // /2 /3 A, PROFILE e �� � H = I _ 40 � ui V ti 1 _ 8� F- HIGHWAY 71 w Lo - - _ '��W j -Z PLACE 5AND8465 AROUND END OF /8�'C.N.R, 31M/N. ►� o � - - TOP , S/©ES t 5E ---- -- E DRI6 T- 3) 3 O / 0 N APPROX. L IMl T OF FILL IN J W O I D,QA/NAGS STiPUCTURE SEE m _o a LIMIT OF 4) 1 I sEc r�olY ON DING T- 3) r__ ...._. p I 129 131 GRADING 132 EX/5 T. COA15 TRUCT/ON < - /34 135 � � I x . ..._- . 14o w Q c-5A`VC7JT ,/o/ - -2 N .3/° 53 20" W �. W - � - W COAISTRUCTIO ! EX/5TIN6 S TOR11 DRAIN 5TROCTURE LIMIT OF GRADING i .� 2 /N5TAL.. TEMPORARY /3"C./ALP /. 5'A.e. i ..._ _' CCLA5S 2) Q �. - \ � O Z N h d ('5EE DAIG T- 3� (CLAss 2) 0 • � h /• 25A. B 4' SHOULDER 5 4 SHOULDER n, � p J (CLA S 5) `dp i ¢5 ° BEND , _ , 0 6 0. 25A.C. //. 254-,8- (C1A55-2) DETOUR ROAD l2 so.02 9 0.25'AC.1/.00' HIAIGE ?01AIT I+ _ t tl 0.25 ,4.8./1.252Q.B. (CLASS 2) t3 U A/3/°34'/1' W 8 -- - - _ i- -- p �T ih I 1.25' A_B. <CLASS 2) F Q 10 I. v Lo-- 50. 00 ' 1. B • - \��- H/�t/GE PO -_.. R/lV + N2 0 m 25A. O CLEAR GRU,3,P ALL VEGCTAT/ON \ �s TNT 0 4 SHOUL DER APPROX . L/MIT of GRADING O 4 7 C CLA SS 2) �- -- - - - - d' CURVE DATA ¢� .� ap V_ CURVE DATA o = 80 05' 4.0" = 7°4�' 25' 4I �QPQ SEAL :.&fVV OF -p Q R . C. 8. WITH \�-o 2 = 2000 R = 2000' W R�NGO SHORING DURING -- 5 rA�E L 282.55 -- T = /41- 5/ T = l35.88� PQM QN , / CONSTRUCT TEMPORARY JUNCTION CHAMBER CONS TPUCT/ON. TO JOIN C. M. I? TO EXIST /8" R .C. P v - EXI5T F. 5, EX /5 T. /�. 5 . 65 RTE. 7/ � F: s.DETC�UR D. 0. 4 % _ (0.2 %J -0.4% o 65 - O L- DETOUR RD Al OIVG EXIST . F. 5 . _ - - - �0 60 !I - � I� -��- TRIPLE /G'x /o' C.B. �' o 55 i /5 /6 /7-- -- - -� -- - 27 i � 4 /9 20 21 - +- EX/5T GROI-IND @ 0 �- oo ✓• C. P• Z - E L . 6 O. 20 W 22 23 24 25 26 � 5y5 , � \A 1 � 9 = -0.4q I D E T,FK j 7 ,4 I8 5 o y2_ +o. s y, F. s • EL Co0.70 SEAL EXIST CULVERT PIPES AT BOTH ENOS ti C } / A 1 N �'V /TH TE/"IPORA R Y B R /CK �` MORTAR CAP °0 F • PRO pR FILE mIN p RM OUR/NG STAGE ZZ CONSTRUCT/ON ERTS TD ,� �Y �h t _ ,_ � ALL CULV' •.:°'.. ... ,; V= I / 1l`� o -f C6 �- OPERATION L O �' ,,.�. O 8 IJE �r��� x I _ _ L ocAr/o/Vs fzEMAIN .4 �• ._. 5TR �E D[JR/NG 5 TAGE 17 U TRIP �� HIGHWAY CONSTRUCTION w p W LIMIT OF GRADING /¢2f99.32 / I � ' ? /4l /42 _ / 149 o o h.... p Co Q � � ¢ /NT. 14 4 /4� / /4 7 EX lS T. CONS T. /¢8 /¢5 Q 1.25 A. B t - - _ <CLAss 2) +o /. 2 5_" A.B. (CLASS 2) N 3/ °53' 2G "GV 1 150 S wc[/T JO/A/ LNE /o L 2� .. 27 N W 5/}WCUr ,/OI�t! �3 � � L l M IT OF GRADING �I (CGA55 2) W.." 4' 5HOuLr�E�d �--�,,. L INE �_ =l M e ` - - 24-------- 0. (n �' - \d 0.25 A.C1/.25A.B.(CLA S 2j�ONSTR CTION o\o 4' 5HOULDER �` -- t N FEA THE �p �, 25'A.0 / 2 ' 1 ARE.q SHOR/illG � ----- ED6E _ 23 0 w , - - �o _ Z 0.25'A.25 f3 (CLASS 2) 22 _ 2/ _j _ M DETOUR ROAD /8 �9 20 o� g SHOUDER /MIN. N3I°34' //" W - - + �(CLASS 2) = HINGE ho/Nr - .. - U 35 � �._ � o`- - M � �f` HINGE PO/NT 1- - - N v -- - - - - - - N - - w M POMON4�RINCON ROAD m +�, (ccA CURVE DATA 0 �I� g O °� Q ¢ CURVE DATA = 80 38' 4 4" ._. .� o. q 8 57 59 R = 2000' _ w m- _. _._ VARIABLE _ TH/CKllf�S 5 ./' V Q L = 3/2. 99' SERE DRAWINGS T-1 AND T-2 FOR STRIPING AND SIGNING DETAILS. ' T = 15/./8 ,F EA T/-/ER "� SEE DRAWING T-3 FOR TYPICAL SECTIONS GENERAL NOTES COUNTY OF SAN BERNARDNO \ REVISIONS .._.. __ ✓ \� 1. ALL CONSTRUCTION WORK SHOWN ON THESE PLANS, INCLUDING RESTORATION OF ALL MARK DAM DES DEPARTMENT OF THESE DRAWINGS I�RUVIOED BY fIt►r;t ct�GlNct►►�r;ii C ry P EXISTING FACILITIES, SHALL BE IN CONFORMANCE WITH THE CALTRANS STANDARD TE CRPTION BY TRANSPORTATION/FLOOD CONTROL TION TO THE COUNTY OF SAN BER�iRMNO API Ac II�IR ATfC � O� � SPECIFICATIONS AND STANDARD PLANS DATED DULY, 1984 AND THE CALTRANS /1 -4-22 85 ADDENDUM I- CRH ENCROACHMENT PERMIT. A3. consultlnq englneers i architects 2 CHINO HILLS ASSESSMENT DISTRICT 85-1 N THE CONTRACT DOCUMENTS FOR CHINO hiif►S #i�3;IE it ST0 - 6 "�3-85 A9� o C��N, Nos 5. Q1--Z C-QL,-RAPS T"Z- No. 3. CONTRACT No. 2, "DRAINAGE FACILITIES"'. DATED 2; ALL EXISTING FACILITIES INCLUDING SIGNING, STRIPING MARKINGS AND MARKERS ___ -,�_ LOWER LOS SERRANOS CHANNEL 1985, AND NO REVISIONS MADE SUBSEQUENT TO NOtit E� TS �� g 1-2 6s iJ / SHALL BE RESTORED TO THE ORIGINAL CONDITION AND/OR LOCATION AT THE END HIGHWAY 71 TRAFFIC CONTROL PLAN I985. WERE INCORPORATED HEREIN BY BOYLE. THE COUI'Y OF THE CONSTRUCTION PERIOD. RETAINED OTHERS TO MAKE SUCH REVISIONS AND BQYLE / / 3. ALL TEMPORARY FACILITIES CONSTRUCTED FOR THE PURPOSES OF THIS DETOUR PROJECT MANAGER RrCJ<.NO. DATE STAGE i�0-OBLIGAT►ON WITH RESPECT TO SUCH, AND WILL NOT REVI' SHALL BE REMOVED AT THE COMPLETION OF THE PERMANENT FACILITIES. C. ;� 17/3 3-254.5 SUCH REVISIONS TO DETERMINE THE ACCURACY, ADEQUACY DETOUR ROAD CONSTRUCTION � PROJECT ENGINEER R.C.E. NO. DATE EFFECT OF SUCH REWS�ONS, OR FOR ANY OTHER PURPOSE" i/ 0 4. THE EXISTING FINISH SURFACE ELEVATIONS AND GRADES ALONG HIGHWAY 71 SHOULD DESIGNED DRAWN CHECKED NO. APPROVED BY . BE FIELD CHECKED BEFORE CONSTRUCTION OF THE TEMPORARY BEC JOB E O R A R Y DETOUR ROAD. DATE MAR 8 5 FtE tro. Dwt�. no SHEET NO. -7 s. T.Z. G. D.D.B. S51-120--03 STRUCTURAL SECTION SHALL HAVE MINIMUM T I. O F 6.5 FOR DESIGN PURPOSES. COUNTY ROAD COMMOSIONER / FLOOD CONTROL ENGWEER DATE SCALE I = 4 0 D - 2166 T - 4 51 OF 1191 1-125-1/S7-57