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1-114-02
5 \i SHEET 39 SyEEl 4o CONTRACT 2 W P SCALE 1"=500' \ CONTRACT 1 / �v� S 31 N \/ W .� U SHE CIVIL ENGINEERING : SURVEYING SM-8217 109 E. Third Street SAN BERNARDINO, CALIFORNIA SyEE av�uE ; 41 SNEER \\AVENUE__J SHEET 42 SHEET 43 GRAND AVENUE � \1 I N w U HILLS ASSI PROJECT EMENT DI CATION M REV/EWED B!:•_�1��� _ --------------- R/CHARD BUEERMANN,ROE 11900-DA TE N.B.S./L0WRY GLEN L. L UDWIG R_ CE I3I9I DA TE CHINO HILLS ASSESSMENT DISTRICT 86-1 COUNTY OFSAN BERNARDINO ROAD DEPARTMENT DESIGNED BY DRAWN BY CHECKED BY APPROVED BY PROJECT LOCATION W. iN 0, �!. B A All SUBMITTED BY C.D.E. ASST. COUNTY ENGR. ROADS DATE MAP MARKI REVISIONS APPR DATE ASST. ROAD COMMISSIONER ENGR. DATE COUNTY ENGINEER DATE { . . -. : F -.:I": . . : : �I -:. . .- . II,�:- ..: ,_. :. - .: . I. , :.,-p �...1. , -. . . I I. -w. : I+.I :*- : - I - _ :Ii;�.I1 :::+� I .I ,! i�I :. .II .. ;I.. �.I �II.. :I I: .: .I:II I . .III. . . -I --II II I . I.I 11 II:. .. . .. I . I IIr .II.I A. I. 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F.L. \ A , �, ?!J' 17°G2'42" 92.22' 46.45' 50' 52°36'04" 18.68, 9.45' F_SM'T. - ' REVIEWED BY---- -- �-:"--__ - I 4 / __--_N,)I�1� Im mbm$ m� mII n)"I I I3 5C' 54°09' 12" 47.27' 25.56' '- f" , ���� D B NN Cog ____a C) 290' I7°02'42" 86.27' 43.46' GLEN L. LUDWIG RCE 13191 DATE R/CHAR UEERMA ,R E 11 00,,OATE- .\ j '4 327 ' 17 ° 02 ' 42 " 97. 30 ' 49.00 ' N•B S./L 0WRY /1/ =.IN/ /- L- .I . - VT` \ \``''.. ' 1� 273' 17°02'42" 81 22' 40.91 ' CHINO HILLS ASSESSMENT DISTRICT 86-1 COUNTY OF SAN BERNARDINO WO NO �-E 'HC�= T 4 ?,R S TA,NUA RD �% / / 42 5 ' ! ! ° 4 ! ' 2 3 " 8 b . 7 I ' 43.51-(II-I - __ ___\_\- _ I _. 1- -1-\_-\ _-_ \-_--_-- \\ Lll,\\I 'I I T-_-_ R__E"-'.1 -@/I�.. 111 - C'ONSTRUC'-v�,,, NOTES Z. \ / _� r- �r FLOOD CONTROL DEPARTMENT--/TTCaE CHINO CHEEK --� ROAD NO _ \\ � � L� 4! 5 ' I ! °4 ; ' 23" 84.67 42.48' ---___------ ----- I -._--__ __-_ DESIGNED By DRAWN BY CHECKS D BY APPROVED BY CHAVV � o aNNEL . / LJ 435' 11941'23" 88.75' 44.53' - -- FILE NO _ 398, I I °4 1 ' 2J n 81.204O. 74' CWiL ENGINEERING SURVEYING ---------..-_--`_ -_-- - - ___-. -'_----------�__.______SUBMITTED ---- $U BMIT?ED BY ---.---_----_--.- _._- _._-...-C D E 4SST COUNTY ENGR ROADS ;;A'E _ TA. 980 TO S TA. 2i OO • - ee4-9217 >.09 E. rnnd street � + `, 11 r a n SAN BERNARDINO, CALIFORNIA -- -- -- w.X.,%.,x� _,, 452 ' 1 ► ; 4 i 23 92.22 ' 46.27 '---------------- _. _- _---------------__- -,-- - - -------------- ---- MARK REVISIONS MVR DATE ASST ROAD COMMISSIONER ENGR DATE COUNTY ENGINEER DATE SHE E ( . of /1C) 4^ I // w `a 12 ,o-f-s .�, i NO. 0 (2 5� 720 URI / • 6•/ Too " t : I • , _300 L . F. 20 ' X9.5 ` RCS' C*Y EXCA VA TION c n +� ,VA TURAL GR04Yi O 0 C `1C6Ft� I ;z I 710 7 a3 �.p r r `//V/58 SFADE 0 VER SEWER r { 10iA' EXIS , l/VG � MANvHOL iE rO OE I • ! - _ O EXIS?�I1VG /3 SEWER nr l es CONS TR DER" f - 7E30 - - -- - _ -+ 00 , I I .. JOIN Exis TING:i � t MANHOLE j 94 F t? PROPOSED l5"` SEWER SRO. QO50 ; T �— CONS I4 On LF OF l5'` SEWER --, _„_. _ : - 69CO INVERT F PROP R \ OP OF G't�S4NMEL, WALL _ _ CONSTRUCT 344.93 LF OF 15". SEWER 5QO �t� j 25 +00 25 +00 -- IVA*R RAL GROIJlNL : f tL 4 .J1Loz N L- o 700 cq F- i J I V' N -- N Y I J u O � N! � � i � � I � l►] ; ~Im � OI `moo 0- co in ' i ! z rI tA� cam p U \`IhO Z i�� z j `� ci,alvrvE4 IIvv Rr � - 8; j z �DIr j rn a N p;� �` ,— m'Icu W O tJi lJ r '8 V�V 1 I J J J } i0 N� � i lL 03 Ca ! �i� O j In N x I + j Mfg ; ►- I, j1 � ♦ N __ � (DNm�' (ONIZO Nl W I rn i (yc1N:5 T: 24) F. JBC.. rrJ.✓( rXc:? 0C:'' ,?Ct3 _ ` CONS T. 4 75 4•F. 2,�'x9 5'; R C ► } „E .. - -- - - - - +--+ --;- ----+ -- -- ---- -�- CONS T_ 200: L .. F. . 26 ' X9 5 ' RCC O.NS T. 25' TRANSITION FROM b=20' To b - - — �J '• l.. F : `xy.,'� ' NC.'u' --�- - -- - - CONS T 25' TRANS! TION Fi OM b=22' TO b=26 ' PRORL ' _ � -.C3! 6c8 ?6Cr 80! 646 4P4 424 , i ! SCALE + i t Y I: MBA NKA N T' � r - �4 / � ? i'= ;329 271 192 209 22R / 69 203 2T5 27$ 266 274 279 2 Tw 6 / 2? 2.3,2 28Q 3p 25.E 4� 12Q /2P 2 ! 28 2 HOR/ -- - 9z? 28Q 249 25Q- - -- - - - 21 +00 22+00 23+00 24+00 25+00 26+00 27+00 - _ - 28+00 29+00 30+ 00 • 3 � +o0 32+0o PLAN ' SCALE f HORIZ I a 40' N 8S / LOWRY / R_EF�A OVF" €XISTING FENCES_ W/TH_/N ENGINEERS • PLANNERS DIS TRIC T RIW. CONNEC T REMA /NINE FENCE TO DIS TRIC T R/W FENCE RECORD DRAWINGS Information Obtained From 24-25 END_ CHANNEL _ CONST. 22'x9.5'_ CONC —_-_ ?4.00 BEGIN CHANNEL TRANSIT/ON b- 22, H= 9. _ CONS T. 6' C/L FENCING - _ PER TYP/CAL SECTION C%-JANNEL� SEE 24'� Client's Records TRADETAIL! !� 21 +EaS DOUBLE �. r �, 30 � � T. 29_ �BEGIN _ELkf � RCP �9±Q5 CONS T._ CHANNEL N8S/L Records I �° NL E T PER DETAIL DRIVE GA rE 699.10 FL o;3��9 Contractor's Records j r4�0 R vC C•QS wG _ . r l 9'' T DdL DRIVE r ' 811= ;, t. Date` ,, , u TE PER DETA,� T '--- - --- C i 29 *35 CONS T OBL _DRl VE__ GA TES 4/W i PER DETAl 29+ T5 GIN CHry A'l �'L _ - RA / GONC r�':;iTr, a=2.�. ,'r=q.� 26 XIS a. ; .___ i_-. b ; _ ---- -- - - -- - , F COHANNEL. SEE CHANNEL I .. _ �f i 6. C��.• �, j � FT•RAI�SI19E TA IL Eo' b26;N.=9.5' I 23 . ; 4 4 4 --, o - x _ — ,c ---_ -- ,F_ f — -_t I2 -- - - -- _ ._- _ - - 6'6' ____. X Y -- i -- s -----_ - - - Riw /SN I5o - i- w N --� E 00 �-_ ._yam: - a_. � --- - .-- ----- - � _- F 6 P vC C`ONS T. 6' C/L FENCING , r 29 * 00 BEGIN DBL . v �`` ' 13 0 PER. TYPICAL SEC ;ION JOIN EXIS 7 ING MA NHOL E x FL CURVE E DATA _ _ 1 0.58' 8.04' RCB 69 7 65 ' 2 - D .9E 5t _._ REMOVE EX IS T1NG FENCES WITH /N' i _ SE'WEt? °2T'8 „ E `'r<< R L I T CONs' L ,MI Ts coNlvEe r REM,a N NG ! 23 * 92 _ CONS T. SIDE CONS TRUC T 15" SEWER i 29*20 END DBL . X ?4 9 --�- - - FENCE TO DISTRICT• R/W FENCE l / DRAIN PER DETAIL ADJACENT TO EXISTING /0.58x8.0O' RCB 697.4� r1. � S_ 425 ' ! 1 ° 25 ` 36 " 84.76 ' 42.52 ' 15" SEWER /252*48.5/ l / x i eD /0/4��� C 1 ; EH 29*85 C0/�S NO TE--' EXISTING /5 " SEWER TO REMAIN /N SERVICE DURING C ' " ti m� i DRAIN INL c % 43 °25 ' 36" 86.7�43 . F2 �I CONSTRUCTION OF NEW LINE, .AFTER NEW LINE /S L__ MANHOLE #5 + I ° 5 JOIN EXIS TING � � CONSTRUCT _I5•' SEWER COMPLETED EXISTING L /NE /S TO BE ABANDONED. /46. 62 R T { ADJA CEh%T TO L XiS TING 2 28*80.34 150 SEWER MANHOLE 398, 11°25'36" 79.37' 39.82' Ii CHANNEL — - - 1 SEE SHEET 48 FOR _ NO TE- PRIOR TO CONS TRC,'C TION IN THIS A ;SEA - - :�RA1N CONS rRuc riON 452 11 ° 25' 36" 90. 14' 45.22' ? o + y " DETAILS. CONTRA C TOR SHAL L CONSUL T WI TH -- 375' I0°5I '00" 7I .0f 35.6I ' �' I � ..EWER , v REMrir'- -r REPRESENTA T I VES OF WA TERWORKS Rf ✓1 WE,0 8Y.•_____________ --------- .j.___________ `q" R; �', P_ 4 R/CHARD RUE5RMANN, RCE 11900,DA TE 386' 10° 5 i ' 00" 73. 10' 36.66 ° `7Q�� i ,;, N0. 8 THROUGH U. S.,Q• C'LA,`�S !II � \ .J � � N•B.S•/COWRY 364' 10°5!'00" 68.93' 34.57' 1 A _ > 403' 10051'00 76.32' 38.27' I �• �' GLEN L. L UDWIG RCE 13191 DA TE 347' I ! 0°5 I ' 00` 65.71 ' 32.95' CHINO HILLS ASSESSEMENT DISTRIC T 8b-1 COUNTY OF SAN BE RNARDINO w o. NO NOTE f SEE SHEET 4 !j FLOOD CONTROL DEPARTMENT L I T TZ, 375'14°08`43" 92.58' 46.53' ECHINO F+OR STANVARo CREEK 362' 14008-43` 1 89,37' 44,91' CONSTRUCTION -_---_- -- - --- DFsIcNED$� c„a,a�he� ,�_Kf>�� APPkovEDBY ROAD NO. NO TE,-',,- - _ ---- vv vv g 1.2 CHANNEL 388` 14°08'43' � 95.79' 48. i4'-------- FILE No, p 0(� SUBMITTED Eiv _ _---__---_. C D i ASST COUNTY ENGP ROADS DATE 345 ' 1 14 ° OS ' 43 ° I 85 . ! 7 ' 42 . SV ' CIYII. ENGINEERING SURVEYING --____-_— _— _ _ __—___ __—___ _ _ ___ _ *____ ___. a84 AN NO E Third 5T,� 21�00 TO 5TA 32+00 405' ! 14 ° 08 43 •Y j 99.99' 50 , 25 ' SAN BERNARDINO, CALIFORNIAIA MARK, REVISIONS , �- • • e AP DATE ASST ROADCOMMISSIONER ENGR DATE COUNTY ENGINEER DATE SHEET 45 of 119 i - I I -2 sht: 3� of 8 � / �\ , c , i E ✓ �_ w.s. , 1 - R' 6�42.3/.CONST. 24"' R.C.P. L_A TERAL of � \\� V �'' ,-R/W ; _�' �►+ x lB Y OTHERS) PER TR. 13250 5.1). Pl • , � � to �� • ..: �" ,� , � , � / . �k� ems. � ^\ "\ � •.�\�� � /' ,15� S ADJUST MANHOLEP� to m �' S.0S'�� 41 FILE �� -\\ PIL - �= TO GRADE 39-75 CONST. CHANNEL ' *� g/. RHO x — --- ST1 R1 2 8 . -m 2 W _ IN P D A! 6�3d 40 -= L _ �' _ ; 0 -ems' rONST. DBL 12.67' X i I N , z i t w 4, -RCB. SEE DETAIL n, D _ �_.�`-� - F/�3 _ 35,70 T O JftC VARY _I 16 � 8 z o S 4/ FlL z CHANNEL WALL HEIGHT ACCESS ROAD GRADE BREAKS 4 ' RT5 BEGIN 30" RCP - n� TO MA TCH PARAPET (CLASS IIJ 692.0 F.L. C3 15 yo FROM l0% TO - l% SL OPE PROFILE' PROVIDE OUTLET FROM EXIST. M.H. 0 / c, F x TO HE EAST AND RECON 0 R C R/W - BOTTOM FOR NEW OUTLET ' 24 �C''`s �•S \ 4/_ FILL SLOPE / S' ` CURVE DATA /� ' 43*00 CONST.CHANNEL C'oNS T. _ 26 'X9.5 -- -- o T 684. Oo FL. CONC. CHANNEL N 0 . R EXISTING / O H.P. GA S L 1NE 4I / 0 CONS T. DBL . lNL E T P R DETAIL SEE DETAIL '"� TO BE REL OCA TED BY 0 THERS • , DRIVE GA TES �i 375 ' I 1 ' 47 ' 16 " 77. 15 ' 38.7 I ' oEY TON DR. • 74.48 37.37 , 0 EX/STIN /8" SEWER 362 1 I 47 16 CONST. 6' CHAINLINK TO BE ABANDONED O3 388' 1 1 '47' 16" 79.82' 40.05' , EXISTING 3" STEEL FENCE ON DBL. RCB WA TER L/NE AND SERVICES TO PARAPET 16 36.0' RT 42f81 BEGIN 4 345' 1 1 '47' 16' 70.98' 35.62' , ON SHCULD sue• BE RELOCA TED VERTICALL Y 30" RCP (CLASS II) 689.0 FL _ _ O NO TE EXTREME CAUTION TI Q /N VICINITY OF RCB. MAINTAIN 35- 70 CONST INLET PER CAL TRANS STD DWG NO O5 405' I I '47' 16" 83. 32' 41 .8 I ' BE TAKEN /N THE LOCH TION 6' MIN. CLEARANCE W/TH TOP CONS . 6' C/L FENCING TEf 73 TYPE G-1, H = 4'-0" 'ppp 237.02' 125.08 OF PEYTON AVE. TO LOCATE srp. OF RCB. LINE SHALL REMAIN " PER YPICAL SECTION 'VO D CONST. l 8 SEWER l) PRIOR TO CONS TRUC TION IN THIS ® 300 45 16 AND IDENTIFY Y HIGH PRESSURE / Ste, IN SERVICE A T A L L TIMES CONSUL T (RUN 18" R.C.P. TO 24" HC.P.J 247.29, 130.50' GAS LINE I� AREA CONTRACTOR SHALL O7 3 13 ' 45 ' 16 ' 00 " — COORD/NA TE Wl TH WA TER WORKS 2+38.58 CO T. M. H #/ WITH CON T R EN TA TI VES OF SO. O • No. 8 (50.11 ' R T. S A. 42�30.2/ CHANNEL J CAL. GAS CO. AND WATER WORKS ® 287' 45' 16' 00" 226.74' 119.66' / #8 THROUGH U.S.A. Qs 330' 45' 16' 00" 260.72137.59' _ GLEN L. LUDWIG RCE /3/9/ DA rE 2J SEE SHEET ¢ w o No FOR STANDARD � 270' 45' I6'00" 2I3.3I ' 112.57' COUNTY OF SAN BE RNARDINO L T TL E CHINO CREFEK CONS TRUC TION , , 325 ' 42.20 ' 00' 240. 13 ' 125.84 ' CHINO I NO HILLS ASSESSMENT DISTRICT 66 - I NO TES FLOOD CONTROL DEPARTMENT ROAD NO. 29'39'35" 161.51' 82.61' � If��F•:, t-R:,� d..i,r.ri�>>rM �. ' CHANNEL 312 DESIGNED ev DRaN N By CHECK[ U ev APPROVED By t REVISED CONC. CHANNEL ACCESS -ROAD y�/ VV FILE NO. Q 338' 42'20'000 249.73' 130.88' 279' 42'20' 000 206. 14' 108.03' SUBMITTED By _ -SUE ASST COUNTY ENGR ROADS DATE STA. 2+00 TO TA. 4Jf/O• 64 CIVIL ENGINEERING SURVEYING - l JL J / /� ✓ 355' 42020'00" 262.29 137.46' U4-azn l09 E. Third Street _ — ---- --- - --- rr. l�E Vi W • BY.'--_- RNAROINO, CALIFORNIA SHEET 'T t of RIC,jARG BUFFr�MA.NN'RCF 11900,DA TF sAN EiE 296' 04'48' I5" 24.62' I2.42' N{/�RK REVISIONS APPR DATE ASST ROAD COMMISSIONER ENGR DATE COUNTY ENGINEER DATE N.B.S.i"! OwAY 1 I -�t4-� sht.4 of 8 EA'IS7-ING 8" SEWER TO BE eONIVE_CfE,6�_ TO MH #2 2 GRADED IV SLOPE TO DA YLIGHT OQ f If\ CONS T. GRADED EAR FH S� OFE VARIES AS 15' / 6 1 -�4 ACCESS ROAD TURNAROUND 5HOWIV ON PLANS 104 N BS / LOWRY NOTE, SEE SHEET 4 ENGINEERS 9 PLANNERS CURVE DATA FOR S TA IVDA RD RECORD DRAWINGS NO. R L T CONS FRLIC FION Information Obtained From '--.,�135.77 NO TE� CHANNEL2 GRADED 600, 2530'00 o 67.03' ' - Clients RecordsSL OFEINVER7REVIEWED By--V -------- NBS/L Records61325 430'00 272.82 138.71 RICHARD RUFERMANN,RCE 11900,0A TF N 3. S. /Z 0 WR Y GLEN L. L UD WIG 587' 25q30'004 261.25' 132.82' RCE 13191 DA TF Contr"is R"ds 5PICAL SECTION erzic= Date 630' 25-30-00 280.39' 142.55' 5 9 EA R M CHA NNEL - CHINO HILLS ASSESSMENT DISTRICT 86-1 COUNTY OF SAN BERNARDINO 0 NO I 1,FE;IISED ZE�7 570, 250,30'00" 253.68' 128.98' lql FLOOD CONTROL DEPARTMENT T TL E CHINO CREEK /I/ ,q /T 2SEcr/olv B-B - SC4LE, i'�=20' 558' 17*50'004 173.68' 87.55' N ROAD NO D-g'� I DESIGN E D 8 Y DRAWN BY CHECKE D BY APPROVED BY easg�"* I w INq 550' 1 1 CHANNEL C' 9"15'00" 184.79' 93.27' 535' 27-59'33-1 261.38, 1,33.35# CIVIL ENGINEERING � SURVEY114G SUBMITTED BY C D E FILE NO SM-8217 109 E, Third Street ASST COUNTY ENGR ROADS DATE O 5F5' 17925'084 171.77- 86.55' SAN BERNARDINO, CALIFORNIA STA. 4J+19.64 TO STA. 54+42.08 WRK A"RK, REVISIONS APPR DATE ASST. ROAD COMMISSIONER ENGR I DATE COUNTY ENGINEER DATE SHEET 4 7 of 119 700 EX TREME CA UWN SHAL BE TAKEN IN THE AREA OF THE EXIS TING ,'0' hVGH PRESSURE GA S L INE `ONSTRU T , B W t j /flP/GC�A' ,8/1I�1- -, Sep d ,SEw. .t w�h�; ohS'R�cT!oP, �N�. Rr_fcT V T �, EXISTWG 12' #A ER. 07 0 BE RLf 1 OCA ; E) �i 4 RR 00F ,- FNCC A! )h XY S ; lk6 f, cr1 ALIGNMENT UP`�. UPLL ,,nN n`7,/�p _ - -yam � C•J • .' r r,tVAL rRA,�JNG __._T7 :. G ��0 TWG l0 GAS.. (� ►�E l 4 . v _ NO TFf SEE SHEt T 4 FOR S TA N- DA RD CONSTRUCTION NO TE C. 14 rp 4/ a�. dq y� Y 0 ;- �bk 1Y- rr�♦ DATA Y I ' L + T l� NO TE• FROM S TA TION 6f 88. 41, ( PIPE BA CI(FL L SHALL BE IN A CCORD.- ' ANCE WITH CAL - TRANS STANDARD PLAN A62-D ( METHOD 2) XlS r A/G 6LI 'MP i 0 8t REMOVED 62 ate_ R91.55 OUDLEY A VC r y ' QPA,?v REMOVE EVST1NC I-FNV#A',' - f RIP -RAP AND JOIN FXISTING RED 4 ACF0 STD. 2-0184 SEE SyE t p 41- s FX15 7M 7R' ,1?00 Information Obtained From Client's Records NBS/L Records _Contractor's Records By . %--C4_ oats, ARIES _.,� 0 —;--- 0 —4--VARIES — a .4 3'-0, FINiSHE"' _ . \` GRADE • 78' RCP (CLASS IlT • EXISTWG GROUND T YP/CAL SECTION "A -A " STA. 0+60 TO STA. 4,,25 v. T S 1 ✓ARIE-5 vSIHE- �NQ��E - 78' RCP r"CLASS Ill) EXi S' iING' GROUNL' T YPICAL SECTION W -B S TA. 4t6O TO STa. 5*0O 9t(r�AHO BUEERMANN,ROF 11900,0A7f ti;B. S. t 0WR r (3L-ESN L. L UDW I � RCE 3191 DA TE C W Cn W cc INSTALL 6' CHAIN LINK FEA1CF ON CHACHANNELCHANNELWALL - PER OETAIL v Tff 7 qE 7 E Fl, L CONST. CABLE RAILINigHOOP/Z04 BAR PER DE TA IL ,BAR # BA RS �)F TIONA L j -;, N 0/OA.-STRUCT )OIN ?A MF SLIPFAC8A R 2 '14 A T13' 0 C B5 BAR 15 NCRETEFILL ABLE RA IZ-INGNAS7 TY, B, BAH -7 F - CONCRETE IL L IN RAW Bc BA R — — -------------------- L 4 5 U= .0c -9 " -SEE DETAIL A 2 3 C_qU-7Z� 0" -i STEEL PER 9 tA-- J CL R SECTIONS T, 7C-C' & "D-D' SECTION 'A6-B #4 BAR - 24' Cd 184 O.C. SCA L E: 8'• C- X DE TA IL "A'® St", �, i " X XJW94W 47 S 7A. '0 00 LEFT" ANL: � DOWRAW A 'T A. 42.00 LEFT. VERTI,:AL SITEL SHALL BE BENT AAA EXTENDED `/V-0 i4W SL49 A MINI" -INSTALL 64 CHAIN LINK DI STANCE X 30d ANC- ;rO RAW SL4B Ili 'iEiNFQ4rE,lENT FENCE ON CHANNEL WALL III INSTALL 6" CHAIN LINK PER DE TAIL FENCE ON RAMP WALL. PERDE TAIL eD5 CHAIN LINE':-ENCE.- CA BL E H,-' 11V6 SECTION 'F-,,cw SEE DETAIL 'A CONS TRUC TION /0 OPENING 12'x 10' R. C. B. S TRA IGH T GRADE' OIN T F n 9,1 SEE SHF--r 7- 96 FOR CHAIN LINK FENCE B BAR 7- RE'NFOf-r MEN d4 SAR S" MOTE CONS TRUC T FIL L E T A L 01VG EDGE OF VEMCL E 32 BAR-- #4 BAR x 24—* ACCESS RAMP FROM STA TION 10.96-57 TO 6-5 BAR--- 60 18'w O. C. S TA TIM -08."5 7 313 3AR 38 -q,4,,? 7 BAR 36 BAH- #4 REBAR Id 24" 0. C. T— CONCRETE FIL L ET Cd I I/ SL OPE #4 REBAR CONTINUOUS IN FILLET ,VNER WALL HE1)VF-0RCE-Af-1VT SHAL' BE 'ilv' ACCORDAIW'E W1 TH CHANNEL SECT IOAl I. VER " 71CAL Si -EEL SHAL.L. BEB,--h"T ANO E. ,-ENDED /iVTG RAA-0-- 1. NJ " _ABA 0157-4"VCE jF 70d -'f-D .SCALE 4N'D To FA,W SLAB Ili III vE HICL E A RA A4 SECTION D� D III -RUC TInAl CONS T B 8 Z7� 0 1-25.5 F. Ll. JOIN F 11 i -- BEYOND Qt r7,141VIVCL IIVVr-rrl I1 CAB: L RA L V L,7 PET DE1,44 II — - — — i RAMP FLOOR EXPANSION JO/NF L DIREC TION 6" CHANNEL. INVERT 60.001. 8 "If,41N WX _j) 1-0-YANAIEL //Vl,,EPT !A wo 12.28yo v- C A V E QUE -S FRI AN ACCESS RAMP D 20, CO' PLAN SCALD 8' t4rg A ,X4 BARS 2'-(,-)" 'RP�'P N BS / LOWRY 4-4 BARS Co 12 TYPICAL ENGINEERS 0 PLANNERS RECORD DRAWINGS Information Obtained From SEC rION "C- C" SECT/ON "'D-D" Client's Records SCA L E, NBS/L Records 31s" q,EVYWED ---------- Contractor's Records RICHARD BUFERMANNRCE 11900, DA TE —rig Ng.S.IZOWRY ff Date GLEN L UD w/ry RCE /31,191 j I rWlKlr) HILLS Q A(Z(Zr-7Q(ZkAFKIT niqTPI('T 86-I COUNTY OF SAN BERNARDINO 11-6" .�'3 @ 12 FLOOD CONTROL DEPARTMENT CHANNEL ACCESS RAMPS KitMr 8 C-HANMP-- VVID 'il-f CE SIGNE D777 APPROVED BY ASST COUNTY ENGR ROADS DATE COUNTY ENGINEER DATE CIVIL ENGINEERING SURVEYING 8U-8217 109 E. Third 'Street SAN BERNARDINO CALIFORNIA MARK SUBMITTED BY C D F ASST ROAD COMMISSIONE P E NCP DATE DRA WING NO, 21 APPR DATE REVISIONS RAMP SURFACE VV 0 NO ROAD NO FILE NO SHEET Of //9 j