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1-125-01 (3)
Upper/Lower Chino Downs Channels Chino Hills Assessment District 85-1 r Date,..s� i�ss Soils Engineer, RCE 7X 3 Moore & Taber Richard J. Rieker Chino Valley Regional Manager Date Date Michael G. Walker, PE Director, Department of Transportation and Flood Control Engineering Geologist Moore & Taber Recommended For Approval: Q� .�%G/ • ��-�e,�� Date Richard A. Bueermann, PE District Engineer County Services Area No. 70-CH Neste, Brudin & Stone THESE DRAWING", 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 Rf T AINED OTHERS TO MAKE SUCH REVISIONS AND BOYLE HAS NO OBLIGATION WITH RESPECT TO SUCH, AND WILL NOT REVIEW SUCH REVISIONS TO DETERMINE THE ACCURACY, ADEQUACY OR Erc[CT OF SUCH REVISIONS, OR FOR ANY OTHER PURPOSE. This plan set has been reviewed by Moore & Taber and appears to be in general conformity with the recommendations of the Moore & Taber geotechnical investigation report and supple- ments prepared for this project for Boyle Engineering Corpro- ation. Moore & Taber makes no representation as to accuracy of the design, dimensions, measurements, and calculations prepared by Boyle Engineering Corporation. i At r �� Date �- Richard B. Bell, PE Project Manager Boyle Engineering Corporation �;` Roy Lamar, PE Managing Engineer Boyle Engineering Corporation Date u.. J N BS / LOWRY ENGINEERS • PLANNERS RECORD DRAWINGS Information Obtained From Client's Records NBS/L Records -,--Contractor's Records BY Date - -- 1-125-11I--57 Agency Index ALL INFORMATION RELATIVE TO THE LOCATION, TYPE, AND OPERATIONAL STATUS OF UTILITIES AND/OR IMPROVEMENTS WHICH APPEAR ON THESE PLANS WAS PRO ALL INFORMATION RELATIVE TO THE LOCATION, TYPE, AND OPERATIONAL STATUS OF UTILITIES AND/OR IMPROVEMENTS WHICH APPEAR ON THESE PLANS WAS PRO- VIDED BY THE FOLLOWING RESPECTIVE OWNERS OR AGENCIES. PRIOR TO STARTING EXCAVATION OR CONSTRUCTION OPERATIONS, AND IN ADDITION TO THE OBTAINING OF PERMITS AND LICENSES AS ELSEWHERE DEFINED HEREIN, THE CONTRACTOR SHALL PROVIDE 48 HOURS NOTICE TO THE FOLLOWING PUBLIC AGENCIES AND UTILITY SERVICES: UNDERGROUND SERVICE ALERT (800) 422-4133 CENTRAL VALLEY FIRE PROTECTION DISTRICT (714) 627-3621 DAN SCHULER SAN BERNARDINO COUNTY SHERRIF'S DEPARTMENT (714) 383-7511 SOUTHERN CALIFORNIA EDISON TRANSMISSION DEPARTMENT SOUTHERN CALIFORNIA EDISON (714) 947-8218 DISTRIBUTION DIVISION JOHN RETZER POST OFFICE BOX 513 ONTARIO, CA 91761 SOUTHERN CALIFORNIA GAS (714) 983-9561 PLANNING DEPARTMENT 155 SOUTH G STREET SAN BERNARDINO, CA 92401 GENERAL TELEPHONE (714) 865-3336 JEFFREY HASEK POST OFFICE BOX 2920 POMONA, CA 91766 REFERENCE N0, RC-3710H A21 CITY OF CHINO (714) 627-7577 MICHAEL SANTORA 13220 CENTRAL AVENUE CHINO, CA 91710 CHINO BASIN MUNICIPAL WATER DISTRICT (714) 987-1712 E. LARRY MILLER 8555 ARCHIBALD AVENUE CUCAMONGA, CA 91730 SAN BERNARDINO COUNTY (714) 383-7211 ENVIRONMENTAL PUBLIC WORKS AGENCY EVERETT B. WILLIAMS ROAD IMPROVEMENT REVIEW SECTION 385 N. ARROWHEAD'AVENUE, THIRD FLOOR SAN BERNARDINO, CA 92415 SAN BERNARDINO COUNTY FLOOD CONTROL (714) 383-1665 825 EAST THIRD STREET SAN BERNARDINO, CA SAN BERNARDINO COUNTY TRANSPORTATION (714) 383-'1665 825 EAST THIRD STREET SAN BERNARDINO, CA SAN BERNARDINO COUNTY (714) 597-1784 WATERWORKS DEPARTMENT No, 8 BOB CASTRO OR TOM ROSE ' 14575 PIPELINE CHINO, CA 91709 OMNITRANS (714) 597-1784 General Notes IN GENERAL, ALL CONSTRUCTION MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO THE STANDARD SPECIFICATIONS OF THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION (CALTRANS), UNLESS OTHERWISE SPECIFIED, PROTECT ALL UTILITIES AND EXISTING IMPROVEMENTS IN PLACE UNLESS OTHERWISE DIRECTED BY THE ENGINEER OR NOTED ON THESE PLANS, WHERE RELOCATION OF THESE UTILITIES ARE REQUIRED, THE CONTRACTOR SHALL COORDINATE CONSTRUCTION AS NECESSARY AND AS APPROVED BY THE ENGINEER, PIPES AT STRUCTURES SHALL BE TRIMMED TO FINAL SHAPE AND LENGTH BEFORE CONCRETE IS POURED, SHEET NO. SHEET TITLE DWG. NO. 1 TITLE/SIGNATURE G- 1 2 INDEX/NOTES G- 2 3 OVERALL PLAN FOR CONSTRUCTIONS COORDINATION G- 3 4 LOWER CHINO DOWNS CHANNEL - STA 18+75 TO 20+55 P- 1 5 LOWER LOS SERRANOS CHANNEL/STA 4+00 TO 13+00 P- 2 6 LOWER LOS SERRANOS CHANNEL/STA 13+00 TO 25+50 P- 3 7 LOWER LOS SERRANOS CHANNEL/STA 25+50 TO 37+80 P- 4 8 LOWER LOS SERRANOS CHANNEL/STA 37+80 TO 50+03.98 P- 5 9 LOWER LOS SERRANOS CHANNEL/STA 50+03.98 TO 61+70 P- 6 10 LOWER LOS SERRANOS CHANNEL/STA 61+63.14 TO 74+50 P- 7 11 LOWER LOS SERRANOS CHANNEL/STA 74+50 TO 86+70 P- 8 12 LOWER LOS SERRANOS CHANNEL/STA 86+70 TO 98+70 P- 9 13 UPPER CHINO DOWNS CHANNEL/STA 200+28.28 TO 203.99 P-10 14 LOS SERRANOS CHANNEL EXT./STA 96+31.17 TO 104+50 P-11 15 LOS SER. CHAN. EXT./STA 104+50-116+40/150+00-153+00 P-12 16 LOS SERRANOS CHANNEL EXT./STA 116+40 TO 128+40 P-13 17 LOS SERRANOS CHANNEL EXT./STA 128+40 TO 140+50 P-14 18 LOS SERRANOS CHANNEL EXT./STA 140+50 TO 146+35 P-15 19 LOS SERRANOS CHANNEL EXT./STA 153+00 TO 165+35 P-16 CIVIL 20 TYPICAL SECTIONS AND DETAILS C- 1 21 SEWER SIPHON PROFILES C- 2 22 GRADING PLANS FOR RCB INLETS C- 3 23 GRADING PLANS FOR RCP INLETS C- 4 24 RCP INLET STRUCTURE, TRASH RACK DETAIL C- 5 25 TRENCH SEC., FENCE, FIN. GRADING, GOLF CART TRAIL AND DRAIN DETAILS C- 6 26 TRANS./JUN. STRUC. & CONC. PIPE MANHOLE DETAILS C- 7 27 CHANNEL SECTION/STA 4+50 TO STA 8+50 C- 8 28 CHANNEL SEC./STA 9+00 TO STA 10+00, 18+00 TO 23+00 C- 9 29 CHANNEL SECTION/STA 23+50 TO STA 32+00 C-10 30 CHANNEL SECTION/STA 32+50 TO STA 40+00 C-11 31 CHANNEL SECTION/STA 40+50 TO STA 49+00 C-12 32 CHANNEL SECTION/STA 49+50 TO STA 60+00 C-13 33 CHANNEL SECTION/STA 60+50 TO STA 68+50 C-14 34 CHANNEL SECTION/STA 69+00 TO STA 77+00 C-15 35 CHANNEL SECTION/STA 77+50 TO STA 81+00 C-16 36 SEWER SIPHON DETAILS C-17 STRUCTURAL 37 TYPICAL RC CHANNELS S- 1 38 TYPICAL SINGLE & DOUBLE RC BOXES AND STRUC. NOTES S- 2 39 CHANNEL ACCESS RAMP AT STATION 20+00 S- 3 40 CHANNEL ACCESS RAMP AT STATION 52+38.27 S- 4 41 TYPICAL TRANSITION AND EARTHWORK SECTIONS S- 5 42 TYPICAL TRIPLE RC BOX AND TYPICAL DETAILS S- 6 43 INLET BOX NO. 1 - PLAN AND SECTIONS S- 7 44 INLET BOX NO. 2 - PLAN AND SECTIONS S- 8 45 101x7I RCB JUNCTION TO CHANNEL AT STA. 26+20 S- 9 46 INLET BOX NO. 101 - PLAN & SECTIONS S-10 47 UPPER CHINO DOWNS CHANNEL INLET S-11 TRAFFIC 48 HIGHWAY 71 TRAFFIC DETOUR PLAN/STAGE I T- 1 49 HIGHWAY 71 TRAFFIC DETOUR PLAN/STAGE II T- 2 50 HIGHWAY 71 TRAFFIC DETOUR PLAN/DETAILS T- 3 51 HIGHWAY 71 TRAFFIC DETOUR PLAN/DETOUR ROAD CONST. T- 4 1HESE DRAWINGS PROVIDED BY BOYI E tNGINEERING CORPORA- T!ON TO "IHE COUNTY OF SAN BERNARDINO ARE AS INCORPORATED IN THE CONTRACT DOCUMENTS FOR CHINO till LS PROJECT AREA No. 3, CONTRACT No. 2. "DRAINAGE vACILITIES", DATED MARCH 1985, AND NO REVISIONS MAI,'E SUBSEQUENT TO NOVEMBER 7, 1985, WERE INCORPORATED HEREIN BY SOYLE. THE COUNTY HAS RETAINED OTHER'S TO MAKE SUCH REVIS"DNS' AND BOYLE HAS RO OBLIGA710N WITH RESPECT TO SUCH, AND WILL NOT REVIEW SUCH REVISIONS TO DETERMINE THE ACCURACY,ADEQUACY OR EFFECT OF SUCI-I.REVISIONS, OR FOR ANY OTHER PURPOSE. Survey Notes COORDINATES SHOWN ARE BASED ON STATE OF CALIFORNIA, ZONE 5, LAMBERT GRID COORDINATE SYSTEM, ELEVATIONS SHOWN IN FEET ARE BASED UPON USGS M,S,L, BASIS OF BEARING THE BASIS OF BEARING IS THE DIRECT INVERSE BETWEEN SAN BERNARDINO COUNTY TRIANGULATION STATION 38-103 (N 161,620.85, E 2,081,370.77) AND SAN BERNARDINO COUNTY TRIANGULATION STATION 38-104 (N 161,934.91, E, 2,090,996.30) AT BEARING N 880 07' 52" E. BENCH MARK ELEVATIONS ARE BASED ON SAN BERNARDINO COUNTY BENCH MARK 74-3-3 MAY 1981, ELEVATION 208,293 LOCATED 0.3 MILE WESTERLY AND 1.2 MILES SOUTHERLY FROM INTERSECTION OF STATE HIGHWAY 71 AND CARBON CANYON ROAD, ON SOUTH SIDE DROP -INLET AND BETWEEN CURB AND SIDEWALK AT NORTHWEST CORNER INTERSECTION PIPELINE AVENUE AND SOQUEL CANYON ROAD, TOPOGRAPHY IS BASED UPON AERIAL MAPPING FLOWN NOVEMBER 1984 POINT NO. NORTHING EASTING 19 167,384.295 2,087,574.659 20 167,838.494 2,088,115,799 59 168,217.641 2,088,736.367 61 169,524.306 2,090,275.294 66 168,625,427 2,089,318,778 68 166,428.871 2,096,971,947 76 166,622,262 2,096,454.015 79 167,107.775 2,096,454.015 80 167,750.236 2,096,052.285 81 168,433.325 2,095,625,151 82 169,067.568 2,095,228,558 86 169,676.301 2,094,774,513 90 170,267.699 2,092,266,193 91 170,322.857 2,092,975,929 102 170,259,792 2,091,168,471 105 170,662.976 2,091,281,323 DESIGNED J C E Is BM Vista I Dr V I V j=%.L L.V%.dLIVII/ V Ic:111>t11Ly mdIJ* P N BS / LOWRY ENGINEERS • PLANNERS RECORD DRAWINGS Information Obtained From Client's Records NBS/L Records Contractor's Records APPROVED BY 40 COUNTY ROAD`COMMISSIONEF ATE 1 0, 1 1-125-1/2-57 90636 I------- ----- --- - - ------ - -------- -- T97 ---- - ------ 4- 7 F—" Z.0/9 _7q�!wZ011a1L llul"vf L 7R,*h z TO YZ TO ------------ 1� IoW 7 --) L------ I--- -- -- - - --- - -- - -- ------- - It — - - - - - - - - - t II---- -------- ----- - -4: I_T - - - - - - - - - - - - - - - - - - -__I Vic -4 - - - - - - - IIt t - - - - - - - - - - - - + t------ ---- - - - - - - - - - - - - - II- - - - - - - - - - - — ----- I+ II— — - - - - - - - - - - - - - - - - - - III- - - - - - - - - - - - - - - A --F----T— -T— - - - - - - -- -------- - - - - - - - - - - — - - - - - - - - - I4:C J& C71" ------ - V-7 -1 - I _L-_- r--, - -- - -- -- — -- -- - -- - - — — — - -- -_ -- — = 7, E - - - - - - - - - - - - — ------ I__T ------ - - - - - - - - - - - - IW4 --- --- - ----- -------- - - - - - - - -- ---- -- ------ + _T= T — - - 9 - =_ I ____ -- � w �f __9L � L_ j - - - I : 4 2E 4 10 JIL 13 L5*&. 6 I?6 55,3. 5 II61 Y, _X/ 56,9 C> 5,50 ILOP IL �9 4 93. (:> I�0 IV) 04" 0 '5' 00 0 AT 3 6' N 5 0 I.19 I(51 W 16 6, *A,65 Z' ?,03'7250.1Y ,-,VS 7�7,4 lj�_ LI CZIR VZ_ ,4714 N 8S LOWR �q .. ......... .... �S PLANOERS R 0 0 L 130-90 k Q/ ; S ...... IRE' iAWING Ey rcND T 66.511 Obolned rom PRO Clients Records ,C) Ili rOFF NO NBS/L Records 6ontractor's, Records I? D -7 - k2 4--1 )7,400 ate COUNTY OF SAN BERNARDR40 q REVISIONS 0) DEPARTMENT OF . ........................................... 0 f3awle fi=_r7C7ineer1r7C7 C1:7f-0i:1f00C7r7 M DESCRIPTION BY TRANSPORTATION/ FLO OD CONTROL I4,22-85 ADDEAvum gElsuE C.R141 I"ESE DRA""'S PROVIDED By BOYLE ENGINE RI consultinq enpineers i arcrijitects TION TO T CORPORA. CHINO HILLS ASSESSMENT DISTRICT 85-1 R IN r - HE COUNTy OF SAN BERNARDINO ARf A, ZL 9 141:� I LS PR )ECT AREA Aq 3_21e _.*7 1 1-1,'7 1-?61 /0-1. IN THE CONTRACT DOCUMENTS FOR CHINO HI RPORATED AM, oft 3. CONTRACT N0.2, LOWER Luz� t "D RAINAGE FACILITIE'S", DA ED MARCH 19�5, AND NO REIS1ONs VLMBER 7 PROJECT MANAGER R.C.E. NO. DATE 1985, WERE INCORPORATED ' (%; N N EREIN Y BOYLE. THE AN&&EL -,RS rG Mi"KE SUCH REVISIONS AN YLE HAS "'ET41NED OTHE L'NTY W�/ ,40 OBLIGAT IN WITH RESPECT TO 14N PROJECT ENGINEER R.C.E. NO. DATE STA 4-4-00 TO STA 13+00 SUCH REVISIONS TO DETERMI LICH, AND VVIL NETHE ACCURACY, CY OR 40 DESIGNED DRAWN BEC JOB NO. APPROVED BY DATE MAR 85 FILE NO. DWG. NO SHEET NO. I±L 7 / 4 -FFECT OF SUCH REVISIONS, OR FOR ANY OTHER PURPOS p CRH S LW S51-120-03 SCALE I 40 D-21 66 - 5 OF -5 1 COUNTY ROAD COMMISSIONER /FLOOD CONTROL ENGIN I- 12 5 -1 /q 5 7 a 66.5 E 2, 0 9 7, 0,n (1) -AQ K -T --- /DE ffioNA fkE OZT1L 5 co 77- tvw --. _ - 00 0000000 60. ,010-00�t- --- 60 7 TRANS RIW URI. REVISIONS COUNT* OF SAN BERNAREMO r&"X7 CC7rf-7CWabCW7 MARK DATE DESCRIPTION BY DEPARTMENT OF TRANSPORTATION/FLOOD CONTROL THESE DRAWING PROVIDED BY BOYLE ENGINEERING CORPORA-consuitinq LION TO THE COUNTY OF SAN BERNARDINO ARE A$ INCORPORATED engineers i architects 4 ZZ -85 3-2a--$Z ADiDEADUM / -GEN. RE Wls/o/vls CAH EXTEND Z—:-" e ,o 41,0,e CHINO HILLS ASSESSMENT DISTRICT 85-1 IN THE CONTRACT DOCUMENTS FOR CHINO HILLS PROJECT AREA No. 3, CONTRACT "DRAINAGE j��14pe 4 LOWER L®� SERRANOS No. 2, FACILITIES", DATED MARCHisodi 1985, AND NO REVISIONS'MADE SUBSEQUENT TO NOVEMBER 7, 1985, WERE INCORPORATED HEREIN BY BOYLE. THE COUNTY HAS PROJECT ANAGER R.C.E. NO. DATE CHANNEL RETAINED OTHERS TO MAKE SUCH REVISIONS AND BOYLE HAS 17131 og - (fs .4 CATION WITH RESPKT(-TV(, �y AND WILL NOT REVIEW PROJECT ENGINEER A.C.E. NO. DATE STA 13 +00 TO STA 25 + 50 , ISIONS TO DETERMINE IHE UCH R &URACY, ADEQUACY OR 'FFECT OF SUCH REVISIONS, OR FOR ANY QTHLR PURPOSL DESIGNED DRAWN CHECKED 13EC JOB NO. APP 0%ffl iy DATE MAR 85 FILENO. DWG. NO SHEET NO. CRH SLW S51-120-03 COIJOY ROAD -OM--ISQMER /FLOOD CONTROL ENGINEER DATE SCALE 1 = 40'— D-2166 P —3 60F 51 -�MEN MIME —. -.Z BEENE ONE well San �� = -� �� �iii�� r� '�-�C ice" . 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Em ME �m�- MEN MISS MEMO mm son INS ii mom MEN -in Bow M1 • ���=� !� = _ -�mmm=mmmwmom -= i� �_ = .�-S MEN �� � r��r�= ��■ _� �� ����� _= � -i.= r � �i ��rww�■ �-�■ ��- ♦ ���•■■-��%�ii �:Tii .�� �i�E I�� �' omm wowMISS= "' ■ �� iTi� �- .� ��-�� ��i%��'riw ��-� ■�' T:�NOW NIIIIIIIMgImam !ISM SWE =win lam MEE EE=mon.� imam NEMESES MAin 0EMM all MOMM 01111 MENEM MEME MM MIIIIIIIIIIIInom SEE IN am MM osm ME ism. 0 1 °�.w �_ �-=�w �-L-i �•-'.'�■�,��'� ��w�•ii�iTii9iQ�i'�i�iiill� wrSEEMS wr �� _� .1'.i �� .�_■ g ���■�_ ���-_'- zMEME-M_�ISM _ M_ =��w wg - � � ...� - MENCam"" ` " � �� p i, �MOM � ` milli MINE man MEN MOM INS ISM mossmsomm MENEM EMS NEMESES Sol SIN 00 EMS EMMM =ME SOME BEEN MISS =0=00mg -momUmn �� 0 ISMS _ _ --,� -�MEE a� �� EMM�.�..� MMNI Emsi� N= �� -• MOM�� SENSESol mill MEE== 10111= �■ �- m-��-■. eM_E Nam■ �_■.�-� '-� �a M. MEEMEN. Mo-=jam--_gym �:� • ■=-■'f-�ir� �SEEM. -�MEMO ��i-�� �� ����� '��i�� � :��� �i � .■ MMENEM EMS a IMEMM Nmi MOM no was 111111 Boom mm MOM ENE AVARII am MOM a MOM Mo r ` i• _ t ■ i • 11110E 1RAWINGS}PROVIDED BY BOYLE ENGINEERING CORPORA- 1WVTffE COUNTY OF SAN BERNARDINO AREAS INCORPORATED MITHE CONTRACT DOCUMENTS FOR CHINO HILLS PROJECT AREA It. 3. CONTRACT No. 2, "DhAIN4GE FACILITIES", DATED MARCH 05, AND NO REV!SIiDEREiNBSY BOYLE. THE COUNTY HAS JH5, WERE INCORPORATED 21ET�MED OTHERS TO MAKE SUCH REVISIONS AND BOYLE HAS -.1 OB,LIGA T ION WITH RESPECT TO SUCH, AND WILL NOT REVIEW �!CH'REVISIONS TO DETERMINE THE ACCURACY, ADEQUACY OR N ,;;�F �1F SUCH REVISIONS, OR FOR ANY OTHER F-URPME.00 N 167,800 s REVISIONS DEPARTMENT OF x x DESCRIPTION BY TRANSPORTATION/FLOOD CONTROL MARK DATE goc.1/0 Engin00r1nC7 1=orpar.0t/off 4-ZZ-a A�DENl l - GEN REVISIONS GRN, CHINO HILLS ASSESSMENT DISTRICT 85-1 a consulting engineers o architects 0 2�-87 „ SERRANOS LOWER LOS �- CHANNEL j �� PROJECT III f►NAGER R.C.E. NO DATE „� � ��..a's STD 25+ 5® TO STA 37 -� $ 3 9 SHEET NO. „ c7 R.C.E. NO. DATE FA.E NO. DWG. NO = 40 PROJECT ENGNEER DATE MAR 8 5 NED DRAWN CHECKED BEC JOB NO. APPROVED BY '`�,� SCALE �" - 4 �1 -. 2 1 6 6 P - 4 7 OF I N 166,000 E 2,096,200 DESIG C R H S S W S 51 _,12 G- C�3 COUNTY ROAD COMMISSIONER FLOOD CONTROL ENGINEER DATE 1-1 2 5-I ,6J 5_7 58C 57( 560 550 38 39 40 N 68 -T 69-9 CO- 6 -9, 67.9 k"o Mal ==ON mom 7 01. 4 70.8 MEN 42 1 re -RIN 43 7 .7 a] _q T 45 46 47 48 49 50 75-3 2,4 (62. 4.7 / /t}x 639/ 79.'- 3. g/7, CIO VF DATA .J x\'� / , �. Ay '"P_L_ AGE 75. R 9000'' A z 20 4,8'�' 44 L = 441.75' CT11 2 4 2 0 2 141f a 2 - T 20 Y2- r 2 130 14 ",OM (ARt9 X) J <, .-"/ RIPEL INE 3 ism~ J) A44 RE -PLACE 143 7A- 4 9 - t�IA INV L TOP OIL` t5L OPT NFC6.955514R Y � �f ��TQr�vr \ _ t. , 7 NALL- 0_7 y _y 7 69.7 4 0 + + 5 ub in........... _Qt - )4�1� 73.5 T 570 �c TRANSC 1?1W WELL 575 F A0 7 42 5rA oEraWW- jEAe IYAVY "71 3TA. 47-tO 0 C) 51-5 '.4 580 00' 00 72.9 2 690 FOR RE - �/ �79, 2 x12 /T /0. 17' N .1,1200 Al 6 9, 6 0 0 6 71,1 17 ------------------ _X__X REVISIONS COUNTY OF SAN BERNARDMIO DEPARTMENT OF OMWINGS PROVIDED By BOYLE ENGINEERING COkPORA. Mbf4le Cr7Q1r7f2ef1r7Q CC7ff_7C7r0t1C7J-7 MARK DATE DESCRIPTION BY TRANSPORTATION/FLOOD CONTROL T" TO THE COUNTY OF SAN 9ERNARDI NO ARF AS INCORPORATED A 4-22,85 A,0,0EA1L)UM cl-�IZJ4 `4 TFff M.NTRACT DOCUMENTS FOR CHINO Hit LS PROJECT AREA N BS LOWRY consultinq enc3ineers i architects CHINO HILLS ASSESSMENT DISTRICT 85-1 N TRAM_ M_ ENGINEERS * PLANNERS A q-2-55 A40D, PIPC- J?d I Uo. 2, -DRAINAGE FACILITIES". DATED MARCH W47-E(2 SYS7(f:/1/j LOWER LOS SERRANOS NO REVISIONS MADE SUBSEQUEN] TO NOVEMBER 7, RECORD DRAWINGS P/- A /V 13 ��% 1985, WERE WCORPORATED HEREIN BY BOYLE. THE COUNTY HAS Information Obtained From V_ f I A3 3-2e-,87 iVTAND OTHERS TO MAKE SUCH REVISIONS AND BOYLE HAS PROJECI"ANAGER R.C.E. N6. DATE 117Y it ORMATIOR WITIl RESPECT TO SUCH, /-.� -9- CHANNEL Client's Records C ,ttlClk REVESIONS TO DEfENINE THE ACCURACY ADEQUACY OR N f, 6 8, 80 0 E ��,095' , ' N NBS/L Records PROJECT ENGINEER R.C.E. NO. DATE STA 37+ 80 TO STA 50+ 03.98 AND WILL NOT REVIEW 6011 TFECT OF SUCH REVISION&aIMP A -NY OTHEWPURPOSE. Contractor's Records DESIGNED DRAWN CHECKED BEC JOB NO. APPROVED BY DATE M A R 851 FLE NO. DWG. NO SHEET NO. Date CRH S LVV COUNTY ROAD COMMISSIONER/ FLOOD CONTROL ENGINEER DATE SCALE I P 5 8 OF 1-125-1/7 -57 9 1 /llsma c UAWA 17' p, a WWI I"AI" � ` 01 =rw- AV C7 w.l-.A ;i ZKll;Alm IEI! REVISIONS UUUNTY OF 5AN 6ERNARDNO DEPARTMENT OF DESCRIPTION BY TRANSPORTATION/FLOOD CONTROL WD61114 / - GEN'L REV/S/D/YS CRH 5ED ALlGilCME&ITI; ADD (�2w CHINO HILLS ASSESSMENT DISTRICT 85-1 IAJLE7 STkJCTul?E LOWER LOS SERRANC e tG :191'1mis7: ME 94.4 N I ME SOME ■il[ '� `�` �'i M 77r. I� a >� MINE r'�i Ili Ali-_s....��.1����� ;.y� �Q�rl�i`�ii�iirr�u�® ®'�� _�.�:+r�a� MEN _ OEM== w� ___ ®��i ®S� �_=-i= =mow 1 ww � wBE w �I�Rrry //r• w w wwi�w ��.�- I� ii1I�I1 w 1• I W. IBM ME NEW M w �� ii-�_�- w� ME j _� -■ MOM a OEM I'm IIIIII I�w�_a ®w w �� rn u On ENE NOW MEN ME M MMwEW�i MEW � �a- osi ME �i�i�i E R� �1 I.i /�ii�� wai�Ri ®�i�il��ii I� f•� a•11� � �M���■,I E SEM_Smom=�®ems _1 -�i ME ENE ME Iw. �I�aww w w w w ME ow � T..rii\� �A � W-WEE �ME s MM wild 2111111 �i/ \w'a>i' ME ���►--- '����.�,�r, .y '��r �•a .��li = 1 w = _� w �www�i-_wwl� axis w i �I'� ��� - C� wwi�w.�ii����iar=��i�_��_ i�w����w��w_i � 1..!_� _I i _iasa� __ _�ii��p��si--�a�•l�-_�i _��%-iiwwl•_ mmwmaME _I�i __ _�iT�®ME __ 63 64 65 66 67 68 69 - 70 71 72 —` 95.4 CSd 94 h 9�� �9�.�/ 02.5 � CURN / 70,VE DATA 235 � R 6 00' E 2,092,73D16 / I 9 L = l 70.53' Q ! T z B5.84 l f ��I�a STA. 6/ � 58. 3 & (AHEAA) / \ a low 6TA 6/-t 70 (5ACK) ' 2 TA. d9 f D ' � P I � W S RI 6o /N INLETS ���. N /70.325 �� 5 �3° = [} (, 9. THESE WINGS V1DED BY BOY E ENGINE 11ON TO THE COUNTY OF SAN BERNA DINO AREAS E IN THE CONTRACT DOCUMENTS FOR HIND Hit LS PR { No. 3, CONTRACT No. 2, "DRAINAGE CILITIES' DATED `; 1 1985 AND NO REVISIONS MADE SUBSE ENT TO HOVE 1 IIiERE 'INCORPORATED HEREIN BY B LE. TFECOUN IT + '�E A� ED �ll OTHERS �IO 08LIGATION WITH RESPECT TO SUCH, D WILL NOT RE 2,093,80(_ MWRLV98IONS TO DETERMINE TH CCURACY ADEQUACY F'FECT OF SUCH REVISIONS, OR FOR ANY OTHER PURPOSE. TAIL �. L� x ` 600; r... Cj f i E 2 R _ � c`4.55 0253" N B S/LOW� Y v ENGINEERS PIA 'MRS I 65 RECORD DRAWINGS w - o,. 9 �s ; �� l ` �► 2 ` Information Mbi* From" —Clients 'Records // c> NBS/L Records 2-)3�200` ,'+ E 2,093,000 % E 2,, D2,r' ' 1 Contractor's Records JV /70, 33 9 67 . ��� \, COUNTY OF SAN BERNARDNO REVISIONS DEPARTMENT OF E ;093,607_ -�-- - - - - -Y E +1 f3oc�/� nQjr70erjr7p Cof/3e7r,_jt1on MARK DATE DESCRIPTION BY TRANSPORTATION/FLOOD CONTROL - 4.22.8 ADDENL)UM / GIZN tl/T / CURVE DATA CHINO HILLS ASSESSMENT DISTRICT 85-1 ,- 'consultlnq engineers i arctii�ects 9 2-85 2EVi5E� EpUATlC1/�! Ci2 i / - 600 - 0 s w-87 00 20 Oo� O.QivE GAr�� r LOWER.PY" LOS SERRANOS L=319.40 CHANNEL it 96.4 �- M , PROJECT MANAGER R.C.E. NO. DATE rf T = 163.59' / = 40 751 PROJECT ENGINEER R.C.E. NO. DATE S v»' `T O J �Q 4 + 1/ E 2093,600 ; .-� ' ,�� `'_ E 2,093,40J DESIGNED DRAWN CHECKED BEC JOB NO. APPROVED BY DATE MAR 85 FILE NO. DWG. NO SHEET NO. 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' . �r • TiY � ! — �O _�■1.�--_ter - �II�. �O--_ ..� �■ �. �il�`_iii'�—� i%R—�_ '•_�_0 —��_ 1� • t• ®�� I --� • • ��� SEE � �� r ® Mr=-MNE� r- Mom- / s / Y s/ - a � 1 xmgm-mig • / i it ♦ • � r r 1't• '1 11hi 1. i• .•i � �� � '� � � � � � -.• t 1 t '1 1 1 1 i' .i� r �I• 'AJ�A EN INEERS • Pt Reco r2emes R •I" lw �o�� �•�i ai. ai�iis��� a 6 0 .l. 1-125-1112-57 \ L = 94, 2 0 R PROTECT "G►IJEEAL 7 11A�UE ENGINEERING � V PROPOSAL F—� MARK DATE DEG CRIPT10N P- 0-64, -7-86 "REVISED �1J.L-7 I lkMw PiZoF��E of 8x8 Sox R,'1/ISED l/VI-E7- $TAI !oN © 5-s g% yo0 /DOTE / vR �nc�T j��"Tfi'/GS 1c �8U "ZZ'8t� J-16-87 Aov /`li��✓ �tE — P.r No a ,J 6 -g7 .F%00 I R/6yT/dN ,CiNES By AU ,lc) 000 N BS / LOWRY - ENGINEERS • PLANNERS RECORD DRAWI NGS Information Obtained From Client`s Records ' NSS/L Records Contractcr's Records CcaUNTY OF SAN aERNARMWO DEPARTMENT OF TRANSPORTATION/FLOOD CONTROL CHINO HILLS ASSESSMENT DISTRICT 85- t DOWER SOS SERRANOS CHANNEL I I I 5TA 95 t80 TO STA /o4-t (,o8 K-C TOE) No APPWVU-0 BY L- ATE TAW 8(c DwG.No, S►�i- NO, 8 5-ss COunr %k AO CpMM1SWOME -IFWOfl CaaTROL EM(51M�F DATE P " 99 12 8 of 51 1-125-1 //3-57 MOONS ii�••isi�■Iws�'i �� i��� i �'i� ®i —■ n it �'li�irr'�`�eT• •� i�����7% 'i: rlil�e a� !�.■I�r � �'� ! o ITT��� ®�i I.. •� ^�'� rl� .�i= '' !�� ��oY���' !0�_I— s ®$ii�Tiw�i �ir� i i � fii�i�°� � �. erg mil .�i Mom- �iy �1� `r���r=�i■�■�. ® �i�-■�� ■� 1�■�ii� ''� �� i �_ 1�1 � O�'l��ii�' a �i�� ii�� ! ® � �■ �i: i•��.■m"G� �� �! r�i�r• T— ��= i 'i•ii�■ i ■�i".� �• 1•■�1°� i �� ii_� .fi�rI �i �r�1 � - '�- rOEM v w_ i ..�! 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'� �1 I� �_� -��.�Q.a'_ �_ ■�p���7� �- '��\�S- �!"' sue' = i � ■r•- ! w �i .R�� � /gyp i � . �.�.� •si � w �lrl�t ��`: '� ••rr■r �--��.��-�//.". �I�=��17m�1 � —�■��•I Now—_- .� ip�1 - �y =■�sw•�lw� � i i i i i�! r � ��•�i�i �i 11����a! !®��Ii � to I ` ► ��w�o�. • ° Flo l��. aFs a■• �i■®e �l� �1,�■��'�� i--^! mommow :-� •��'r� i �� I� !_� �i� i i �� i i i ii', ■ a Im_ !'_�r � �- � �a E_ �� OEiil Ili I i 1 C I r' ' —r� �■�S■ �_ i�i �—i a�iir�lia�il�sl�e�i i EiM s7�i� �■■•! i�i'i� i 1 il�j■ ' �� I ��s J... e� ! � li � i ® i i i�i � w ���///yyy �� - i��r !!�i®®•r=� �! r■■alarr�i� . W=itL\�� � '�i i��■ �r I� _ _ _� �r�i��i■■■i� � �! ! ! a � r��� _�� '�"'ii i i�.� � i��'•7/fJ�/� � '�'. ���i� ��iil �_I�:s■B�I��ii�_�_� �� O�� � �•! �! �!_• iT� r�__ l�i, ��i Iwo•. ®_�� ��'T�'L�� •r�'�'!� � .�r�' i'//I�. �� � it�l,■r.es�iier�� %� 1 1'l • .l a _- Imo,,,. / 1 �� - : • � � . e t � ICI 1 / •� � r , l '•r'•1 1 1 •1 111 • es � � owl ,I 11.1filillfilroulow, •• MEN ONE 1 i */ 1 ' 1 1 /1 • MIN IN 1 •1 • ti 1 ► Ir C,13 1-125-I/ly-�% AIFFAP% 2AR = AV' rs'i i& Wr 0 wy COUNTY OF SAN BERNARDINC DEPARTMENT OF PORTATION/FLOOD t 1411 1 A A-qSFSSMFNT niSTl w n • 9--m ftff�:l _,p=e; �iA(,fiT , ERS`� -''�ANNEF Awl" - 6 o REVISIONS G TY OF 5AN BERNARDNO DEPARTMENT OF R L C%�` C� / L,i'�- MARK DATE DESCRIPTION BY - E3oyi� Enginic�rinc7 cornor�tion TRANSPORTATION/FLOOD CONTRA - consuitinq encaineers i arcr�itects 4-15.85 ADDENDUM 1 - GEN. REVISIONS MRC 9� �� CHINO HILLS ASSESSMENT DISTRICT 85-1 LOS SERRANOS CHANNF c' Y.tom► F'Tii Z =SIC, Off"/ t;UUN I Y OF SAN BERNARDNVO DEPARTMENT OF IRC DEPARTMENT OF CONTRC Q, UHINU BILLS ASSESSMENT DISTRICT 85-1 w LOS SERRANOR CH ANNF 6. Aw -� ;i2.Idl$11;lIs)]kop v y REVISIONS COUNTY OF SAN BERNARDINO DEPARTMENT OF &TF DESCRIPTION BY TRANSPORTATION/FLOOD CONTRA ENEERAm./©� - !mr,I..7AM i�� ►_ 1,1. �� ► I 1 i j� 1 I� iui rat• :�_\� lI — ���aNNll . ���%�—���mm i1A1/, AV V 'fu RAl AC m Ap1AWA. n • BY :3E aus3s r NORA WL AfL F SECTION, U EXIST FENCE TO REMAIN IN PLACE fL9LF L5EC T/Oit/ .90 L44CEN T TO CAL TR19NS R/N/ PERMANENT EASEMENT PERMANENT EASEMENT C14ANNEL WIDTH ROAD 6 EE TABL 2 / (T,P) CfMNNEL TYPE G I FENCE :r ,e- -Z 2 (EA SIDE) DRAINAGE ��� INLET PER ��F 0�' CAL TRANS Q �QIP S TO PLAN 073. ,DEPTH TO /8" OUTLET = 5'-Or: 24"RCP CLASS IT (T YP. EA. SIDE). SEE PLAN � PROFILE SHEETS FOR LOCATIONS. vET-41L 5 /" = /O' — P WALL (TrP) 151 IF0A0 ASEMENT /' UA/LESS 6THZ-9&/S MOT5�F= ENC E t„ INSIDE R/W LINE 6 D R �9 E 0.2'CT�'P) 0 CHANNEL WIDTH REAC14 49.33STA. l7 t 7P 36 TO ZO t 00 10. 00, STA 2/ t / 0 TO 36 t 70 28. 67' STA 37150 TO 53 t 36 ilf S TA 55 t.30 TO �5 7 t 8 0� A it STA 59 * 40 TO 8 / / OC A\ RE RETAINING L/N/NG Wr9LL � FENCE /' WAL L (TAP) MAINTAIN EXIST S TRUC TL/RES P /5' 28.67' /5' IN PLACE MIN REINS TAL L CAL TRANS FENCE WHERE NECE53f9/i'r A241-,45-Cz 2 % (Tr?) .STA. 49f 00 TO 50 f 3 0 2 CONC. Al SONRY ,STA 45 fP� TO 19t90 ���' �, I RETAINING WALL cSTA. eQ���Q (VAfrIADLE HEIGHT) TYPE 6, PER CALTR4YS STD RL4N B 3 -// 0 PROFI L E Gf�.40E 0 �I o F/L TER FABR/C STA g5 t20 TO 57A 50 f30 DET,9/L 6 r-OONCRE TED ROCff ,SLCPERROTECT/ON ROCK ,SLOP£ PROTECTION WHERE .9110f N ON CAL TIFANS CLASSIFICATION PLANS CAL TRAK NS L I GH T CL433/F/CATION-'Z16HT " GR4VEL III�I BACK/NG —1111 LAYER IIII— fT/PRr9P A9N0 CONCRETED i9/PRA,P SLOPE 1,0fTOTECT/pN STA..3 50 TO 9tB0 DE TAIL 4 r Iill�lli=1111= 11IF==:i 11=111F1I1I1 => rnww_ TO CHANNEL SB.C. 5 T P �P. /67A 6 •• OA oryBE� <,y C'Y'`i fxrsr. - GRAOE' NSE DRAWINGS PROVIDED BY BOYLE ENGINEERING CORPORA- ,N TO THE COUNTY OF SAN BERNARDINO ARE AS INCORPORATED N THE CONTRACT DOCUMENTS FOR CHINO HILLS PROJECT AREA No. 3, CONTRACT No. 2, TRA'NAGE FACILITIES", DATED MARCH 1985, AND NO REVISIONS MADE SUBSEQUENT TO NOVEMBER 7, 1995, WERE INCORPORATED HEREIN BY BOYLE. THE COUNTY HAS RETAINED OTHERS TO MAKE SUCH REVISIONS AND BOYLE HAS A OBLIGATION WITH RESPECT TO SUCH, AND WILL NOT REVIEW SUCH REVISIONS TO DETERMINE: THE ACCURACY, ADEQUACY OR TFECT OF SUCH REVISIONS, OR FOR ANY OTHER PURPOSE. R/k✓ INCLINED TRA5H RACK PER LACFCD STP PLAN DTR / (CASE A) � Ao loze ,. "/0" SECT / ON A CUL VERT /A/LET 1--� DE-T4/L / NTS _ A'-6 no-�6" L/ bT / / "yH�/ 7 (AlfYi L C E P 3 O 1-3/OE 'ED rlZ SLOPE /1 VAR/Es BOY CULVERT ,STA 92 -t30 TO 99 f .30 DETAIL 2 NOT TO 5C 4LE A/w 21 SLOPE BACKFILL BEV ND WINGWALLS 2% TOWARD CUL VER T API TC)4 .EXIST GRADE 0 lfE � ' ,I'VC14 PLAN 1 N BS ! LOWRY ENGINEERS • PLANNERS RECORD DRAWINGS Information Obtained From Client's Records NBS/L Records ' Contractor's Records Date L APPROVED BY COUNTY ROAD COMMISSIONER / FLOOD CONTROL ENGINEER DATE MAR S 5 (/ENT P/PE SHALL f3E /co f� ODX 316 „WALL, FA4�iP/CATER 57EEL �,�E PEA A VV WA C 200. C OA 7 AA,10 L/it/E kV17Ht. SUS/O� BOi(/OEO EPDXY DER A W WA C 2/3,� Tf�/C,�it/E S S � ( � h 0 e O TO 0E 12 MILS. /�-IA /AL `�f/ALL BE SCOTCH�COTE /34, /35 0.2 p ,✓ q COA/(f. ENCASED VEAIT PIPE 20-3 O,e ECO�/C. E/t/CAgSE l�E�l/T ,� COAT EXPOSED P/PE Gt�/Tf� �1 L�YO P p ti. '" E/U.GIMEL , �O.�PE�2S 50/, AME/eU�l/ 540/, oe EQU.G7 L PE AETA/�- $ (TYP.) p I k) V (7-�O COATS, /. S 50L.VEA_1T- CLEAA-1 F/ELD JO//V IN/TH t� �, ,, � ' m _._ I TO COAT/iVG . I FLEX . F�/PE CPL 0 S 7 nl NOTCK FENCE x Q x I � � � PIPE 5UP1C'0RT 4 x x - ID L4 AROUND PIPE I '' (TyP) LU I cOA14:� rfi�u61 r L_ n iv 1. T✓ A 4TL. C9.51 NC7 EMBf-P 6 " INTO "A/h!0LE BXSE SEE CBMWO DWG. \� D -4293, LoS aERRAAVOS N —SEWER. A, � N APPROVED: CHINO BASIN MWD Z�� e R.C.E. 15 64 DATE CONt5TRUC T--�� NEN i4WI--IOLE sEE ,DErwIL / EXM97 2?'I y O, P 6=o,O2o3 EX-�5Nn 007"roM f3A1�s 2=0" M/N, /U7'0 MANNOL5 THESE DRAWINGS PROVOED BY BOYLE�-ENGl14�?ING' CORPORA- TION tO THE COUNTY OF SAN ,SERNA±RD40 ARE AS INCORPORATED IN THE CONTRACT DOCUMMTS FOR CMNO HILLS PROJECT AREA Ao. 3, CONTRACT No. 2, "DRAINAGE FACILITIES", DATED MARCH 1985, AND NO REVISIONS"MADE SUBS DENT TO NOVEMBER 1, 1985, WERE INCORPORATED HEREIN BY BOYLE. THE COUNTY HAS RETAINED OTHERS TO MAKE .SUCH REVISIONS AND BOYLE HAS. 40 OBLIGATION WITH RESPECT TO SUCH, AND WILL NOT REVIEW SUCH REVISIONS TO DETERMINE THE ACCURA Y, ADEQUACY OR EFFECT OF SUCH REVISIONS, OR tW Y OTH`ER PURPOSE. -r — ri -vu/ty i v 4 ° 13rVEL EA, \86r ' OOnVO/ E-ivGASgMEAjr SEA- D�T,4/L �T YPJ 3 21. l ' f - 30" V, C. P 9 q,N a� N 00 c 3 - 21JOINTS _ 4 ° ,BEVEL EACH sTQ, .3 * 50 Pf�OF/L E SGA L E ,' / L/ T/ s=0,o1 COOQD IAJATIAI G A(5;EIV rV : C-N//VO 8,4S/n/ MWO Z- Z;wo/urs 4DE'L t-'A F7, CT, 6" P, V, G, VEA17" 190UOL E 14' x 8' C G,13, .C. . e. • ''e d ' /5 " VC.P Y fp INV. Se5 0 t L 0 � V V d' vNanN h ti�°0\0 01. L 6-3 Zz 78,-3 .30" I!CP. �` /2yC/? 9 - 2 ' c/0/NTS 41116EVEL F 4CH REVISIONS c977,4, 551-00 nginc0rjr7p Cornoration MARK DATE DESCRIPTION BY L 4-22-85 ADDENDUM I - GEAPL REVISWIVS CR-H � consulting engineers i architectsPl);�OFILE a z.85 ADD PVC Dr?AW f, Mi4 CP2opF,cEd • C/zw SGAL� . ��� ¢' 12E�//ScD P�POF/LE i pIZOF/ COOtzD!AIAT/n/C /1GffAjCY: 641 zQ /V7.85 D.&LFTE P.VC- DRAANIMAA/HOLE;CRN CO. WATEkI Wo PK s PROJECT MANAGER R.C.E. NO. DATE ADD VENT L/A/Ej MOD. PIPE S/ZE -D E P T, NO. 8 7�� ! !3 y- �i - f S (ToP PROF/LE) PROJECT ENGINEER R.C.E. NO. DATE DESIGNED DRAWN CHECKED BEC JOB NO. APPROVED BY a CRH SLW S51-120-03 — - COUNTY ROAD COMMISSIONER/FLOOD CONTROL ENGINEER REMOyE EX/,7T Al f-I., COA13TRLIC T' NEiV elf,!, J'Z -E' DE7i9/L / \C -I T I S = 0.00/8 SEE CBMWD DWG. D-4z91 SOS SERRQNoS Ti7UNK SE WER . BE/VC14 MARK ELE VA TONS ARE BASED O/V SAA1 BERNA PIA/O GOUA/T y 6EN6N MARK 74 -3 -3 MAY /98 /, ELEVAT/oAI ZOO.293 LOCATED O.3 MILE WE57ERLY A/V.D 1.2 MIL -ES SOUTHERLY FROM /A/ TERS EC 7-10N OF STATE 14Wy 7/ AND CAk50/V CAIV YON ROAD, ON SOUTH SIDE DROP- INLE T AND BETWEEN CURB AND SIDEWALK AT IVORTHLWE57 CORNER INTERSECT/ON PIPELINE AVENUE AND SOOUEL CANYON ROAD. C ONSTRUC 7 NE NH. (5EE DE TA/L / (til/RROR IAV6E �/7 w C�- EXlsr vIVC,l? sEwEA� s=o,00 32 %Sz0.83/9 — 4 13E5VEL- N BS / L.OWRY ENGINEERS • PLANNERS RECORD DRAWINGS information Obtained From Client's Records NBS/L Records _Contractor's Records 9y ._, Data 32 .30 "{ i i,f /2 " VCR COUNTY OF SAN BERNARDWO DEPARTMENT OF TRANSPORTATION/FLOOD CONTROL CHINO HILLS ASSESSMENT DISTRICT 85-1 LOWER LOS SERRAN9� CHANNEL SEWER SIPHON PROFILES DATE M/a Z 85 FLE NO. D-266 DWG. NO C- 2 SHEET NO. 21 OF 51 .,.... oil_ r11 s I-12-5- I f21-57 90636 u t /NL ET /5TRUCTU / — _ — _ _ — _ _ \9 — _ _ _ 5EE/ DETR/L 1 kki DEL 63450 EL 631.67 TOP OF WRLL EL 632.00 6'50 X. �027 \ �° �° 0 / I 8X8C8 F /PROF/LE \\ I 19YL/6;1/7 L//t/E M/7-6 OF F/L L agS'TIGHT L/ \� \ L/i11/ 5 OF T 54ORE � looll PROTEC T/ON \ \ \ 1 I .0 ',BR15 I ,8,9RR/EAR SEE SHEET C - 5\A/ W \\ o o\ TRRSH RRCH TOR OF WRL L EL (032.00 THESE DRAWINGS PROVIDED BY Br.YLE. FJ TION TO THE. COUNTY OF SAN. BERNARDINO IN THE CONTRACT DOCUMENTS FOR CHIN( No. 3, CONTRACT No. 2, "DRAINAGE,. FACIA 1985, AND WO REVISIONS MADE _ SUBSEQU 1985, WERE INCORPORAT'Q HEREIN BY BO RETAINED OTHERS TO MAKE" SUCH RMS 40 OBLIGATION WITH RESPECT TO SUC SUCH REVISIONS TO DETERMINt THE AC I "FFECT OF SUCH REVISIONS, 09 tf OR_ANY a 10: 1 CUT 5LOPE .30' ROCff 54OPE PR O TE CT/ON EL �027.00 IE 618.47 fFRING CORPORA. AS INCORPORATO ILS PROJECT AREA S", . DATED MARCH J0-NOVEMBER 7, THE COUNTY HAS AND BOYLE HAS �.NOT REVIEW D!WUACY OR ift POPPOSE. Pl. RN 2% 5LOPE F/il// 5 H GR,90E sECriON 1 "=10, GRRDE EX/5T/NG GROUit/,C 0 0 N SS / LOWRY ENGINEERS • KANNERS RECORD DRAWINGS Informahon Obtained From Clients Records NBS/L Records `...Contractor's Records �_�;� i 3= _ peg :�. �` _.�-• J�, 1-125-1 /22-57 90636 4 7p0_ - ------695-- PROTECT/ON — — — ., ►�------------ — / —695------ — t— _ N V — _----- \l / / / / 5EE SHEET P-l� /± T /"7 / /_ G t m C /11 ! C - to C7 J. ✓V r CONCRE HERD WRC L / SE�/DETR/L C L /M/T5 OF C-(TT 51-OPE (T yP/ oEa1Tis DE Ti9/L TOP OF WRI- L EL 690.5 5=1.49 % IE G83.50 \ 1HESE DRAWING $ PROVIDED BY BOYLE ENGINEERING CORPORA.. TION TO THE COUNTY CAE` SAN BERNARD1140 ARE AS INCORPORATED IN THE CONTRACT DOCUMENT'S FOR CHINO H'4 S PROXCT AREA No. 3, CONTRACT No. 2; "'DRAINAGE ITI , DATM RCH 1985, AND NO RSV S MADE SUBS UEN TO NOVEMI7, 1985, WERE INC I ATED HERI IN Y OYEE THEE COUNTY HAS RETAINED OTHERS - . "MAKE C$ REil iC S , 1D Bpi HAS '40 OBLIGATION WITH RESPECT TO $$, Lit4 NOT REVIEW SUCH REVISIONS TO DETERMi SHE Z'CAr—AC%Y,,,ADEQUACY OR -rFECT OF SUCH REVISIONS, OR FOR ANY OTHER PURPOSE. / \ _---- 695 CUT CUT �y — — �- — — ' I / I / I / I ' I / i 10:1 CUT 5COPE 20 ' j ROCfI, SCOPE PROTECT/Oit/ 1 -5 PL,9A1 F/N/5H GRA,OE SECT/ON 5:1 CUT SCOPE EX/5 71AA57 GRO C/it/O gm RCP INLET STRUCTURE 1 It = 10' NR TURfAL GR-190E DEBil /S Br"N/ER DETA/L / C -5 cD \ \ \ \\ \\ \ CID 00 _- 0 ,FOR PROF/LE/ SEE 5HEETRIS--------1-- — B _ /CP — 0. / 5Ti9 /l4o t 35.00 I 7 7:1�o(0 / WfAOWi9CC '�/ �� �f�s'L/GHT L//VE / F//V/SH 7RA51-1 GRl9DE RRCH - TOP OF WRL L EC. 755. G (o LE 747.66 �� FLRN LEVEL ROCH 51-OPE 1 PROTECT/ON 5 DIM vRR/E5 SEE PL RN SECT/Oil/ ir_rrr_irr=- RCP INLET 5TRUCTURE 111 = 10' NRTURRL GRRDE EX1571AIG ORO UAID N BS / LOWRY ENGINEERS • PUNNERS RECORD DRAWINGS Information Obtained From Client's Records NBS/L Records Contractor's Records Date 1-125-1/2-3-57 90636 10 INCLINED 5 /MI L RR T DWG z-OT, RLI- 5TL E THESE DRAWINGS PROVIDED BY qQyM,.EkGINEERING CO•RPORA- TIM,TO THECOUNTY OF SAN BERNAROWOME AS INCORPORATED 111 THE CONTRACT DOCU NTS FOR C00 HILLS PROD CT AREA No. 3, COIORACT No. 2, %`WAGE FACILITIES", DATED MARCH 1985, AND -NO REVISIONS MA.of .SUBSQUENT TO NOVEMBER 7, 1585, WERE INCORPOPATED HERD BupYOEE,� THE COUNTY HAS RETAINED OTHERS MAKE SU9SUCH, H `,E ISION'S AND BOYLE HAS NO OBLIGATION WITH RESPECI TAND WILE NOT REV,ILYy SUCH REVISIONS TO DETERMINE THE ACCURACY,' E U�1CYOR ELECT OF SUCH REVISIONS, OR FOR ANY OTHERPUR SE. PL 19N 13 /— 0/, EL E V9 T/ON Wises CO/VCRETE HERDWRL L WITH WI/1675 RCP /NL E T 57-RUCT URE TRR5H RRCH DETRIL 1 `/2„:1,0 =III= Ae 20 CIIV DED WC. E T 2= G" (TYP.) l� O ti ';pip.• '. �� b �� •• '° � � �d_o. � a0 ''1=III •:. � � 100 ae' • L e• o `•. 0 o a �. SEC T/ON 15 VA e IES 4 W o� AL- 5 E E PL ,9 Al / SECTION A -,A SECTION 3-3 REINFORCING DETAIL 5 2.45 #50/0' WING WALL NOTES 1. EXPOSED EV6ES SHALL 13E r' 0 C 4A A_4 FE RE D 3/4 ," � FQR Pi PE WALL THICKAJESS G2c<lTE2 THAU 3'; USE r ALTEQA/ATE DETAIL 3. 3" STD. WT. 6ALV. STEEL PIPE FILLED WITH CONCRETE SPACE 6 /'- 6" O. C. — ROCY 5L OR6 R15'07EC7101V C9L TR�9N5 CLR55/F/C•9T/D/V 'il_III.II' GRAVEL ,617CHIN6 L R i'ER F/L TER F.93RIC 60 " OR 96" /. Q 900 SLOPE (Y- AT 6:1 w (TYP) ? m I I R /B BEYOND W WM 6x6-1.4-1.4 SPOT WELD AT FA6TORY PRIOR TO APPLYING COAL TAR EPDXY COATING, CONCRETE INVERT FOR JP/Ri4L RIB PIPE N B S / LOWRY DETAIIL Z ENGINEERS • PLANNERS NTS - RECORD DRAWINGS REVISIONS mE k"e Enc71r�er#W Cor0oration MARK DATE DESCRIPTION BY e 4.15.85 ADDENDUM I - GEN'L REVISIONS MRC consuitinci engineers i architects l�1,//�� 9-2-85 ADD ecin/F SET, Il/oTEs, eovnJD 11Vc.e c,PW %/`, PROJECT MANAGER R.C.E. NO. DATE 13084 _ 4- 15- 85 PROJECT E iNEER C.D. LEIGHTON R.C.E. NO. DATE DESIGNED DRAWN CHECKED BEC JOB NO. APPROVED BY S M B RAW MRC S 51- 120- 02 COUNTY ROAD COMMISSIONER / FLOOD CONTROL ENGINEER DATE Informabon Obtained From Client's Records NBS/L Records s Contractor's Records ate COUNTY OF SAN BERNARDM DEPARTMENT OF . TRANSPORTATION/FLOOD CONTROL CHINO HILLS ASSESSMENT DISTRICT 85-1 LOS SERRANOS CHANNEL EXTENSION RCP INLET STRUCTURE, TRASH RACK DETAIL DATE MAR 85 FILE NO. DWG. NO SHEET NO. SCALE AS SHOWN D- 2166 C- 5 24 OF 51 1-125=1 /21f-S7