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Home My WebLink About47 1 - COUNTY OF SAN BERNARDINO I� L - N i � N TRANSPORTATION DEPARTMENT 4 INDEX OF SHEETS PLANS FOR BRIDGE CONST-RUCTION ON SH. NO. ROADWAY I TITLE SHEET 2 PLAN AND PROFILE 3 DRAINAGE AND MISC. DETAILS 4 CHANNEL WALL AND TRAFFIC A OW OUT CONTROL DETAILS. i 5-6 SPECIAL DRAWINGS I i SH. N0. BRIDGE AT DEER CREEK CHANNEL = 7 GENERAL PLAN AND ELEVATION 8 ABUTMENT AND JOINT DETAIL • 9 SLAB REINFORCEMENT AND MISC. DETAILS. CUCAMONGA AREA 10 LOG OF (TEST BORING I 11 SPECIAL DRAWINGS RD. NO. 129250 AF W. 0. H 051 14 1-4 CROSS SECTIONS I i I t I i 1 E r W W Z Z W y Q Q k E FOOTHILL INBOULEVARD i F I END PROJECT I� BASE LINE STA. 62+50 W W NO SCALE i W W W ARROW ROUTE CHURCHa STREETa BEGIN PROJECT/ W� FOOTHILL / BOULEVARD STA. 56+80 �` UQ PROJECT AREA �' m W 26 TH STREET AR OW w- ROUTE 0 0.5 1 Z Z ~ tes 5ii 7 SCALE IN MILES W 2 TH ST. JERSEY BLVD. _ A.T. F. R R. 8TH STREET 6TH REET LIMITS O PROJECT a LZ W Length of Project = 0. 11 Miles � � o 9 J t N _ BERNARDINO _ AVENUE COUNTY OF SA BERNARDINOk ; TARIO MOTOR ONTARIO CITY LIMITS APPROVED BY _.v SPEEDWAY TY ROAD COMMISSIONER R.C.E. 10818 DATE I �a F. A. I. 10 NO O N LEN- SAN BERNARDINO L�� FREEWAY i; N CD r � N - 01 00 D VICINITY M AP SHEET TOTAL NO. SHEETS k G I II I u. FIELD BOOK REF. N0. 4014/699-718 COUNTY OF SAN BERNARDINO W. 0. N0. >voRTH H05114 Nom IMf� So„�H r��w IMP TRANSPORTATION ', DEPARTMENT ARROW ROUTE ROAD NO. R/b�I RAW • • s DESIGNED BY W(V BY CHECKED BY g IZ APPROV Y 129250AF \ Pc: -��' �o' VAFt. SO' ' soy - k'� � '�'� 7 AT DEER CREEK CHANNEL FILE No. •PP�OF'tL.E G oti< I:.EG,�1VQ � SUBMmED BY _ ASST. ROAD OMMISSIONER ENGR. DATE 112- 113 .O A,C , OVERLAY ; r� '•b�• A.c. - ASPHALT CO14c_mmT'E. die CUCAMONGA AREA s v�a11s � To q•1 a.� vAR. 3s ,cv�z:5 -I� • f 2 UNTY ROAD C MI TE SHEET Of MARK REVISIONS APPR DATE CHIEF DESIGN ENGINEER DJ►TE 8A O SSIQNER DA E CME I Gtr N 5T. Cu PCB � CqUiT1=I� LT, � STA.CO•t a3 TO sTA. �Z♦oo �� W;t L �� wAL� — — I PLAN & PROFILE l 8 33 Q I k Nil) 0.25' TYPE 8 A.C. Tt�t.00A'tr_ �7f�ST. PbS"C9c Q 50' vu Im =rem P,lommoW wm-" 3:1 O2 PLA,TTER CAZLE Tb rel' LZIC Ct IMP � 1 o* 1=i.ATTER k ? M 1 l O o .4�j CA�.1C,WA �X tST t13STi�l'L SFS:S L.4'r"�T�CP'E t TYPICAL SECTION STA. 60+ Z�• ' Q 1 �/ NO SCALE r STA.57+00 TO STA.62+30 _ mm �. rl• za'1_T s iNlf slO�w LK _ �c.o. R/w 316 SOUTHMIJ CAL/F CC11* LAS C.O. 4" MAW t' •1./ .•, GtJt�T. G3P'C>a 6 GIL►TTEP` wClJt�15T. CATCH S+SW4 � s GI G g P R UET 1L. N SHT, 0 i CUT ' RET•'tOVL'r EX18T PAVE Z. O �1 CONST. 1SpCLaclm STA. 57+00 To STA.6Z+3 O1:TAIL-Sa OtN 81-1>EZ'L'S -79kr � cNistil.�EMOW �MS�.'QO o Z.'.�a � STA, 6Z*30 TO STA. CZ+50 7 ,158 +59 60 61 N.89'58'00"E. 4 t62 ARROW —R�T`E- "I � T iA II f I IN5TAU- 148 N * 3o L..F. YCA►\LE Vilt��REVETN't T ' f t.__ - - _ • G 1 N GI TO Bt CL�1.�ST. eve I f?EM OVA �?t1�ST, CANE. • CU'"(L. j `.` oT H F'Iz I B o?C CV L_V tm PtT VTA7� tvtw r tTO STA. �O t 13 iot 04.5 til •.� I'�I F1:A►T l�?T TO MEET 1�CIST. m\ft UNOER PCOUN0 TT_'L M. CA15Lr- ��PAC. TEL. VAULT 5'rA. 5(ev 80 TO STA. 57t00 E.P. O TEL- M.F3. f ; W � W ABANDOAfED W � EX15T E.P. ; ft/W CUCAMOIJ C�� CAt.11JT1r WATER - —-- - - w j D15TPC1 GT 1 Co" MA\N . / FZAMV- G• Dt'�'C.1•#vm�OMS Volpe, m. / V _- STA. GO+ I O _ v v CJ=I V% 'T. TYPE OM t= PIPE i wuCr Y I 1 I V 4Z' P.M. 4t \Mt" 5TA. C,1+OZ.50 Y y .�..._ L INSTALL.. ZQbL.F. 24, C.S.Tm V V V E A M irt'AiIL� 141 C HT OF VJi�`1' M N$w 1% Ota V Y EXIST, Pr3� CAMLe5 I 67 r. * PT 4t• E�' , imfl! V pIF TPCA�.rsPoRTt�T\ON oszs E,TH mm O� 'r0 BE FtA15E10, ' ' STA. Go+96 i6T. sAN 15mm►.1A.Movi,146 C Zir. see _MLI* No. Iz5Z30AF, IIZ�113. FZELOCATE rUC15T. P!oST ' ' , r I 1F1ttS'T. PC'S'TS CAQ1.E'S ;*- WORK Sl�eM1N OUTSLOt_ OR ROAn f CHT Off` C CA!L� f S W QST, J �. I TO BE FtA\5 'LO. W AYE \S ALL.pW EO i3Y FLf do CONT PtOL I Z _ - .. �1STf'UCT PEPCMIT P.ZTi�Cr•'1Eo "CO I 34-jI N N _ SPEc\A1... PRov\s\o1vS. _ PLAN -a Y O J `T S T.BM I CI•�1Z O'1N CONC. SCALEA"=20' 3 I u Q v > h t 't EA 6 r OT= MKT. EVJTRANC� i 1 �3 � � � Q - � � F � t ss• w �. -ru�NER � 0 � 01 a � � p Z F' J a A A N 0 ! 5S' S } x V O W � � � ARrc ow pEovTE , .. .._ ELEv I 1 S a -�- - } i O C; . �r I t. r , f01 . - a- d r _ _ _ i V I j d j N i ! = 1 I ; Z VC. �. .-- i 1 ! i i j . 1 : 1 -. i I , O . -Ilk � r J Q � 00 } 00 _ . i _. .. _ 4 goo ] y 10 N 1150 - , ! , 150 r 1 1 I , : , 1 , • t ! 1 I ; 1 s i -i , � 1 i 8G PRCjJ�"CT ; . = I _ STA. 6 O I Y I i V O 1 J { _ i 0 1 1 f i 0 a_ ' I + STA. 56 80 - 1 0 _ �, F [ - .. • 1 - 6 - .. .. _ i.. _ ! .- .._-.- _ .. _ _ i t -- r I__. . ..._ -. _. --_ - -_.-- - -— 1.. _.. .____ I ...__ _ I 1 .. . _� i -- _ 1. i ( -I - , ..__ ---- - 0 , tI aj�i� - _. . . - zoo _ ..l..-� : t i d 9'Y. } - - + a'/. ate <t�• _ - - r Q 0 , M 1 i O _ is Ato f- _ iJIA f # N � NNSin -Of 's , -rs�- �cOc.x>`ta TMPkav� � _ s n i i 1 c9 - i 1150 b + � ! � a -_ - � ' N + ,� . �, t �, . . 150 1 to N IM i W d I 1 1 } J10 1 i - — i Q 1 ! 1 I J P ! i I i r 'Ta 0110 Cn L T t I a ) r c' i .i i- I : , T { i , : : , i I 1 1 i , 1150 s I ! ; II50 • _ �F� T�•tL� c� 7�I''r't'�'tk':5 'S�'tCShr�tl�t N � _v.'__ _ __ I . . ._ - � � _ j 1'1 ! EACH %N=11/jQUAt.. % C Zb F-OCST S ME: .-A- ' XMT- , 1 FINAL Pla.`t' QL1A1.1T1"�'1ES NE ! i PROFILE x 1 , , • • { S THIS ET ! 1 I = SCALE' HORIZ 20 � I n � F c I RT. 1 _ I I : f ,, i ► 3 0 to • l 5 Y cis E'+x b. �IG— Tg` - j 221 i i I fig$ - - �- Q-4• Z9T = _ Z7 TOTA1� 1'*5 57 , 5$ 59 � _ . _..: .. 60 _ _ ._ 61 _ _ ! 62 :J • i , 1 FIELD BOOK REF. COUNTY OF SAN BERNARDINO W. 0. NO. TRANSPORTATION DEPARTMENT ARROW ROUTE ROAD NO. 05I I4 DESIGNED BY I DRAWN BY CHECKED BY APPROV Y H.V ,� �2 AT DEER CREEK CHANNEL 129250AF T' 4 7 11 FILE NO. SUBMITTED BY ASST.ROAD C M ISSIONER ENGR. DATE 112 -113 A f? 84--J-9 CUCAMONGA AREA MARK REVISIONS APPR DATE I CHIEF DESIGN ENGINEER DATE UNTY ROAD COMMISSIONER DATE SHEET 3 of I DRAINAGE AND ; 101--60 MISC. DETAILS a i..L FOR CA'CGH BASW OPw.1 wS DETU"W45b Q MANHOLE FRAME s COVER SEE 5PSC%W6- OFtA�J\"& t'-M. I O PER SPECIAL DW6. Na JI 12•• #4 et2" o.c. o.c. Lo GURO 8~ 4 (9 S"ax- t 5 .� St_OPE 4•: I ELEVATI�� N N ADO *4 BARS CURB LINEj - TbT. 4 - t9 � � - \ 6I„ N ' -f-' + + + K-l- + -+- . . Nfi a0I to 11 "� '�' _�' -•� DOWts'1.. 4 2' O.0 O L DES . 2 •• 1 B `fS 1 1 / i -� � @ 'r-I W Is AL S A .• 0 A N � R i 1 1 + + + + + + + + + + I cuT "mrT E�ft�?. C 3� C.�.P Q �. _ STA►. �o'L�• 0'316.00 AIORNIAL GUTTER GRADE , • to •• STA. rot•+91.G5 IZ" C.F: S-T N. roZ+3a2.3 l 12'•G.F •• vm.CI+94.13 36.5•L'T 1 Q4" y4 EXPANSION %J WT 1154. 13 - T.G. i 15 4. 1 5 - T.C. �4- 115S. EX�'AtJ'5101.1 JO1NT 1►JV. E1... I t4 8.8a =� 13 - F.L. B t 15 3.15 - F L. St ,'fRA MS} STA.rAwI+S 0-S A a,G.F. STA. 6Z-+-'oZ-ab 8 ec.1" ih1t5 TI�A�15. 1 1 5 4.1 3 - T.G. - 11154-J's - T.C. L. PLAN 1 t��.4a – fr SECTION B—B CURB Ek GUTTER NO SCALE NO SCALE NO SCALE 4 BA'pt5,TOT�a... Z I C H BASIN 36" C.S�.P �4•' CS.P. 11110 #41 INLET R EINE. AROUND PIPE c�D o .v,' • •� 27 .. 0 G A rQ 1to 4• 80_ g' --� 1 I•. . . T -• ' Z cq�,r P FIELD BOOK REF. COUNTY OF SAN BERNARDINO W. 0. NO. TRANSPORTATION ' DEPARTMENT ARROW ROUTE H05114 DESIGNED BY ��BY CHECKED BY APPROV BY 29250AF ROAD N0. N• V �I 4 a ,s AT DEER CREEK CHANNEL FILE No SUBMITTED BY ASST. ROAD COM ISSIONER ENGR. D TE 112 - 113 CUCAMONGA AREA �1 MARK REVISIONS APPR DATE CHIEF DESIGN ENGINEER DATE NTY ROAD COMMISSIONER DATE SHEET 4 of CHANNEL WALL & TRAFFIC �'2 0 EXP. JOINT Fil_LER (TYP) NJ.E. TOP WALL _ 1155,78 SE TaQ WALL CONTROL DETAILS N-W TOP WALL = 115'5.15a BRIDGE A = 841- 911 EL. 11 S 6.01 - ----- -- CVA. WALL. FENCE (TYMCP4-) NE = 11, + TOP of DECK ci '+ Ron (SEE DETAIL THIS 15\4T) MEET EC15T. WALL .13 NW - S' t 36 NE TOP WALL EL.= 1152.ts - MEET W(IST WALL EL. 1150 I v I LEC�ELSD O NW TOP WALLEL z 115Z."+ 1// CUT REINF BARS OF EKLST. WALL ,,^^ .02 18" FROM FADE QF COL. EMBED Im C3A - O�Peor�D C SZNS TO OrHftU- 'YRts�1C * SIGN . u ! ' -- -•z __ 36•• CS.P. orwrc, _ _ W 11.IGWALL rTYP., N OUTLET TO GHA *— G 15 - RO1►O GLotR..o /a�.1�D0�� s1G►J , � N 1 W 56 - DOUBLE ARlCoW SIC.1J. EXIST. EXIST. -j W 57-S1NGsLF_ ARROW S1G?J . `v (O CLASS I pARR1C.AD1=S Wi•T*t W ' 0 C CAL, -- I COL. C Z . . TYPE M MARKER - 5 RE.FLECTMVM, I r 1 TYPE M M A.RKERS. Z (SEE NOTE a _ 1 SEL' 1_WE: OW 0 --� I 1 � SOO 't L__ N.E. TOP FTC. 1142.15 S.E. TOP FTG. 1 140.36 � Ir Q N.W. TOP FTC. 114Z.OZ .� G13 EXIST. C.P.WALL I I EXISM.C)H.WALL. ADD C3A 5G * WORK $ � I SEE Nb'TE 'S + _—� ARROW ADD .C3A E W 57 efzrr WALL - FTC�, TYP� Gtr_ TYPE I-A RET. WALL TYPE I-A RET. WALL DESIGIJ H � 12 DE SIGN H = I Z • \0 ftw?tklmnt5 An SEE SPECIAL DRAWING NO. Y NOTES . 500' '!' 3lh e.T To�HS RfC /ARMA, 1{ I :; I . PLACE 1 WAS- DRIi\N SHALL BE. ANC.ir10FtED TO Ti-ifc 1N CTR. OP El•.. RE'T. 6 C.L.ASS 116ARPCICADES PAVEMEIIT T4 ��EVEIJT UkJ- ELEVATION � sE� oET�L WITH -rY Pi= M M IyRKCftS AU-c H 4FCIZEp FZE?�1 OV p1L_ 3-1 ON SPE�L NO SCALE I aWG, wo. I Z, THG EjU�.C.T DEMENSIONS w LJ OF THE SE:l)v4E E Nw wlw4cy- WALLS SI-•INU-ME LJ CHANNEL WALLS /llhltrp 1t�1 THE 1=1ELD. � I S.W.5TOP WALL 3, TRIM FACES OF COLUMW EL. l 106.Q6 f: -rINcgs AOJ0�1Av\ .G ENDS TOP OF DECK 1 'C'�E� TOP WpL� OF BETA\1�31t.1C� WALLS To s �` SovlvO,oENSE R c.c, - Z ' �`-. " S0.4 0 TRAFFIC CONTROL a SIGNING DIAGRAM ' NO SCALE Faila s WINGWALI_ 1111 _ r GN. FL III .... ., . .,. p III c�laurvEL F'LowurJl= 4y .. EL. 114 5.40 + 'Z 1 � BRIDGE A13t1T. END iltAth. NOTE: CS" BOLT �ANtRIM flMU— FUT. F _ i DESIGN H = ►2' .� : s: r EL, 1140.4•b a C-41WNE1._ WALL F1D,10E POSTS \l TENSION WIRE. ',.F: 5" STD. GALV. PIPE WITH GAW. CAP. END VIEW NO SCALE SOUTHWEST ELEVATION st�ETCHER 0aR (T�): t `� i 1 '•; 1," NO SCALE , I 1/ 1 OO 481' CHAIN LINK ,O 13/Z Co iZ TOR OF GH AIJ MEL WALL � FAgRIG 1J OTE LIGHT WM&"T METAL INSERTS 5HALi- BE 51 4EET MCTAL • s Q NI TUMES WITH I.D. 3/4:' j 1 N . • • e • ---_-- -- ' � GREAT6�PC THEN O.D. OF Pt!'F • ••• 1 _ _ 1 ' I81 LrONZ+�Lt�H`T WEIGHT MEYp` INSERTS. a �� O w !1►lrS`�`AL_L X14 X ZOO SQUARE _ ac-d. 3" CLR. TO I N SER't �SEE NOTE, / fill D OR HEX HEAD SCUT WASH =_ - __� - - TOTAL. Z j � • • .' ' 3 CLR. -r 1N�EPCIr` END RA1 L NUTS PIPE SPACM5 BY C.Sr"ER S A. S B U f L T s 1 F FAC-E OF S'TRUCTUFCE CORRECTIONS THIS SHEET TYPICALCHANNEL WALL FENCE ELEVATION ,r BOLT ANCHOR DETAIL NO SCALE �Y•:" '' ... - - i .' NO SCALE 71' r_ FIELD BOOK REF. COUNTY OF SAN BERNARDINO W. o. No. 4 TRANSPORTATION DEPARTMENT ARROW ROUTE H05114 1/4�R 2•• DESIGNED BY DRA N BY CHECKED BY ROAD N . �O� 1� -I APPROVE Y 129250AF . --, 1-4,V. � 7 AT DEER CREEK CHANNEL FILE NO. SI N SUBMITTED BY ASST. COMMISSIONER ENGR. DATE 112 - 113 10 2 jdwmn:.,�- CUCAMONGA AREA C Y w � ,_ �, MARK REVISIONS APPR DATE CHIEF DESIGN ENGINEER DATE UN Y. OAD COMMISSIONER DA� SHEET 5 of 11 N i = y _ SPECIAL DRAWINGS ix Z I V4 `r t / PROTECTION BAR 3/4" 0 GALVANIZED LL / I/2 ROUND STIRRUP `._ DOW 1i w O..n.io.o..IR., 4 C cs r pw so~ Sr tar•o• •...�.. • • • r.r�2'.w MN -- Q ••GUTTER- FLOW AMIE-- R 1 )) °; a x 1��9 SUPPORT BOLT I 1 o s _ O • • (ALHAMBRA FN)NDRY A-1572 OR EOUALI 1' f ' ti - 3 l` ° ...ar4l. toot...�..._.. ... J • - . • •+ �l2 - 1 IMS � DETAIL'A• !aV PW. opffO. .//wart tri 8.0. bood lad wN r ew«ee+wi Ate. .Art,2T Mri - L j - _ -.j• a� 1 • `vt Cer r.poM • tw+ a e+.M.tart#r •Sfd wa 40. Mw.A .. tetra r wnq■«R■ r m lar ow.y■■ � A ' t'. TOP VIEW Usti DETAIL Otto C..v"KI f o 0 0 0 0 0 0 - `- a t ! . -. •e Bass R►omwor e.ow.s.r t••r r !■rt14 - - - - _ �� •. W1,, y �.c snots ISe. onR.R.p A'Tw wf.r.ert r� DEMERAL NOTES N -• .onWrO Spor,canenl �i - �rrU •nob ahl rM w•n. t-. OPTIONAL HOOK R e'A■�Mr ata"R.6r.r+M td. 2- Dir Crrrap .I ' j i ��'` t.re.MKc•r uwaM.s twat"sw..Po ovemli•r ----._.. --• - ---. _ _ ... _ ... ._. _.- _.-._ ._ A •. • Mr�rr M-•'�y1 DSR■.nn c.e C ' opts Mt to OnM.M mw a Iru OM 1 _ _ - - . M,.as ca•�co••0 norw>a sante tw•prn.•r - - 1- - D:.pot pr„ _ i' UNIVERSAL COUPLING BAND FOR • �- ao. �+ / USE ON CS.P. THRU 36 INCLUSIVE •�*' ' ••moo"T .ems s.� f..arw a cAsc a _ -^ • + ' �f tote 1.12'.i.lw �qt-.O Of show to 1L �p 4'o=R�np p.s..r bra.nrrw..A.mo"r - !!, /P S""E"0' „ END VIEW ".14 of C■n.ponw art I �• I r�r a .ft ASTM 0.4-.w C-44S Leers L.a I •' rl SAW*IM.r.I« - 8 m,..•er•q w F�-�1 S rd.-Whom ate.Mon A.- errwonw-.w r -ter• Two PIECE INTEGRAL RANGE DIE t sPo■ os•+++w If to tali. aftom■.a r•a wn.....r.n wo tit-0.0, � 6~fJ r /ee o/ FORMED FOR USE ON 6,8`81O"RC.SP 12*1ELICALLY CORRUGATED WVAM ODUPLDJG BAND VVIT'H INTEGRAL .#a. /. 6•rw h r L 147L .w■5'arq.a.■«won..a.s-rnit•.. I pr n/rrsrrrra+r BAND WITH INTEGRAL FORMED FORMED CONNECTING UGS FOR USE r.,1001' .alMreNY �Amw�wawf ro.'i.wol CONNECTING LUG FOR USE ON ON CSP THRU 30' INCLUSIVE bomo, c:• ..pJe STEEL ANGLE a SUPPORT BOLT DETAIL =24-►tt .P o _ r.rwrN f.P.P.poor n-42'olarar. W. !rJ , ' carnes, I -w M:IArc.,.+Ar JN r r d Ftp M TRIM I c f- 1 I r«o,slop# r• III tray syr rrt.s..r.�w r NRF ;a• ._,_, 0 0 0 a - M o.e rsr+s ep•Rre.ire 4d.I p J6 - •y_ a X- 1051 6MIN. / _- R■pre•mer Iih'-_•"I _'. - ow.aa A:A4 gsm r Te s.toVs.T•reJL=1r■ #:.worna:r lila..#r ra 0ya,zzy Or+o...Mto.o•a•r w Rz•Mrrr,Tw Ceestrer#•■•/rW.1 . 0 Q/ p/Fger.p t.nn 4 OPTIONAL ANCHOR !�wa ad.,„ I ,p,,, nry e.rr.a N.ewr 4Y Mwaw(1/2".6" STUDS) N•11od! / �r T � �iL�r IV_wwr. UNIVERSAL COUPLNG BAND FOR USE ON rrrN 1 Lr e 1 �'FM.ereK wq P4r ~~ r ` - 0. Ley.rl Lrner co..per on.aaf C.S.P 42`THRU 60'INCLUSIVE si9 - L -° N w t«r Ola. e.s I ,p I 04 TN 7�p a sowmiomt,Ib/wrw# ^ '• -�" 'a"o' X • abn#d/-rw+torll b� �1CONNECTION ANDLE DETAIL ANNULAR COUPLNG ALTERNATIVE ANNULAR COUPLMfiK•r WJ I or.w,It-ms a w"Ob's a Nom:MBAND FOR ANNULAR REFORMED 2A.e.om tw soeR/I OeA../.r. DES/GN t e e TYPICAL COUPLING BAND BAND (AA.SH.O. END HC.S.PORANNULARCS.P. ' wR'M'� I C8 ^F ad. ew•e,a.ey r#rr.N f r ff _ STANDARD) THRU 84• , gr �- s,+'p"W' W MWI arMr/s No/ i!� �3Tp/LE FOOTING SECTION TYPICAL LAYOUT �XAMIoLE N GALV. STEEL- C-Ls., " 8 SPREAD FOOTING SECTION I� fo ANGLE /� =' I/2� 0 STEEL A CHOR AT 3 -0 O.C.(MAX.) ; I•i■ f1t.r. LENGTH SHALL BE OPENING WIDTH PLUS 12 INCHES a.,t ANNULARCOLIPLN4G6AN0 5p0 t •,O]RRlXJT10fe rtrE 512E W (Ns BOLTS C - - ■SAM.Nr.s•e/l hoot srl■1nRFM LEFT SIDE VIEW FRONT VIEW so po a' rwe/tr/N,each, ywpr pslo.lt J-J.'r/!-1 STEEL ANGLE ANCHOR '� �,.,n,,,N y IME ... `- 1 tarp Y P DETAIL • •.1 wnn.cf y Rrr ENTRAP DETAa.. Rev Ar h o M e�1 al�u��iw t _ r .pldi/ton b Met sAorn/rd.Mrs"/oeh+p L � 2 TMr t0• 12 3 - Era Ia14a ad.. •rer,Ts MDIE: _ a. "Mr sArrl C.. _ QQ For pOlr J«rNF Llsei�w/MI'w.rola 2w.'Z Th.94' 24 S TAM OMR Ih •IFr#rdn Msf Mrps 0l►3 FppM L"i he*, an, es Ot,.Fn 3'.1* B'rin.b0• 14 7 rd.] '�1{'0•Retp pr■Ar of lM$/oneerd Pl ons tafpe.l•rROOTT,N'/S .._ _ .. ..�i - .+ . .law orwtwd. .4.471 P nq-.• JW AWIPTNIEWr AV P00, td. - Eaap/9"whore,renter P•N K VIN )•.1• TMv 120• 23 S • JOINT CROSS SECTION SPECIAL DETAILS '' HELICAL COUPLING 2 I, 12•no 12 3 ALTERNATIVE ANNULAR COUPLING BAND DETAILS ` ' NOTES: �� HELICAL coLVL.tc BAND Eoareaiwr Nor£s " BAND 2 Tw es' 24 5 COUPLING BAND - I •. Cmorro !• - R - -.. • �i ssw �irw,/ronr ,1 I. A PLAIN ROUND GALVANIZED STEEL PROTECTION BAR 3/4 IN DIA. SHALL BE C.S.P AND PIPE ARCHES srr._ _ s arid.N awy at eteerrlw y•'bhre INSTALLED AND EMBEDED 6"AT EACH END. m 4/7/71-RE16OART8STW.oOCT-AppwvCOtDLn0TISLft CD'PL&W042 TNROr tr27,T3-REVCOUPLBADS,OfVfM_l TES Mw' r"n0" G FpnF ro lM«r/ sal Foomr&or/s 2. ALL EXPOSED METAL PARTS SHALL BE GALVANIZED.(EXCEPT FRAME AND COVER) ory oma..""•r• teor++"NA'R'A0"ri°w°ti r rowrr/err•p .ern Jo n/rnMaeas rrrr#IOM pw/ere o0otn •6rlltr Eleee,ran.• - ey IM Errprnr►r Sw wt loonrp 9-,F.'s nerr,N .e.,t Jorn/olrw wro/rrrW rs rd.copwo o, 0,wo r v,"Ireswe 3. SUPPORT BOLTS SHALL BE UNIFORMLY SPACED BUT NOT TO EXCEED 71ON CENTER. TABLE Of REINFORCING STEEL , Awes aue/ roe / DIMENSIONS AND DATA J �' «etre O A..► >r•rr � rr/rcoN /alalic. Jrol. Orsr n N e, 4 6 e 'do o,Iro,.f/r woo, .. _ : 3 L eN of©#err •ICAO' { JC a 1300♦sr PC•AM poi Ar•NF,OOD psi 4. STEEL ANGLE SHALL BE BENT TO MATCH CURB ALIGNMENT. ,. ��'-: ` ♦'-Y J•2 6'-I r-z . a-/0 1e,n,.,t»PC/ C r:�.. ,-. s r o 2-. . - B � 1'-I � I•d.0 J-6 � ♦-I � I-,0 #h Ll' - - _ `. Lbs.!£prr.'t'r.Nw/pr+r,e»•J6 aJ ea.ti erlerrOunprron o/AX prr,wr 27 pt1 d.4./ed. SAN BERNARDINO COUNTY TRANS.DE P T. CATCH BASIN L ` I q r end. _e1 p N#3�IP_e3_Q lI r6yt 9 td. awe-,-I'm o,lire/Prrswt. John R. Shone P E N i N G I #3 24'-_5_022 IS IPiI *8_0L5_ Cors Eo,IA Pe,svre o1 M n.Ae/Iron, O ' "' T--_��-0-^- II RonRrM r b✓.nub WA 0.JJ•'IP'. ,Nor Dors 6 - e6�6-e6 6-e6 d.0-e7 W-07 'I Director of Transportation .or�ao,, 12••6 P�'6 N•/ O • USF I-16r Aruµs/' 100 11140 1 1'-O' .:1SfQ-be wrzs pslT 1060 1460 1!60 12113 1700 J'•0' j'-r sMrl© 6-/72 70 $p'apa rS,eN Ms1N/5 2 T7 16 ?/ •. =oar•nq Co�c CF!r B 6 �/I 11 /I 9/9/ 1l J 70 96 cFs Ne ,9/53 /Be �2P2 ' r r RETAINING WALL TYPE 1-A -S/6 - �2 ELEVATION lie. •.e e .f... s, RIGHT OF WAY LINE v` p�k s•pnSec,rare+ 3/ 14" DIA. PICK HOLE �'- �' .-'�•- � `� 22a� DIAMETER ' CLEAR OPENING rp DEPRESSED ,w !.y\ - N ..ri4-NwJAe• t s/tvereAe rw l \ Vtrree/lye"_ ,r•Y �O/hw e,/o+Mor - � ' CURB t' N 6•!/r'NjDRsr+' `7-__ --/ ,::rF .._..t ..._.. if`✓7�/�/� y- �� ..- •; Q• censrKlt/ N A7.S-11'N[!•t M' F_ -\ r -.-.-�7f. <---.�G•„_ \ •0• ,'• N /Ie/if Al4'+ N •f , Fw•NIP/F.RA .. ..- --. .....,...�. .� 8'! YC Af TOP OF WALL SYA°E CYIAIYC£ �'- APPROW WALL OFFSET WkIt-S �zr2r as�z aAs It' i /�� I `I', .�� <Y� �•' - • Yp,r.s,ad.M//sen,n!/�^#p M ono rA'£tp/1'Il reFr•re/ --- t teNn#Mp r tAt..r ' / I r'L'`'•C Y/Y i'. /t/NTrnee Of IM fn"r r CURB 8 GUTTER -/ --- - - - 4r 13 15 3 PLAN OF'WALL eb I 1. �.w ----- - - - -- 5, MIN. cal P.DfTA![ 3�I N.a.r Ar ss' lb be ■ ."o,ry w r.ww i..r► ,�ti 1 0,4"Dow li 1 ,.' A M etw a/,r n.a.e#a✓,ter/blit. ' - - ,y'14~sv.,wo,rwo, _ 1^nr 'wI Aebre MrafN bMrM .N ` 'l'`• \ -y,%S' _ r - - Plate toren+". A Are oirs,n!/ PLAN_ --- �r1/Ai!!• nwh.iN,Oren+D r p..+vsts y Rpt[Aprnew. •- PLAN OF WALL WITH EXPANSION JO/D7 ONLY FOOrIN$ STET DESIGN AND DRAINAdr R/W 1 _ _ - 9wener/. Mwft tAo.n eaWF As •+Noernr r.Ns rye/a"J. 233/4" DIA. COVER M Is it mrw^vtooe.r, cc I'Nre•9' •6 r/t_Jr t' e1 rM i esrw a rAo.n (�j�' nj veto--% 1Fesm it J - n s a aehA At Cert,PfAm llr • a n SLOPE I/4 1 LIP I ire JG �- / PLAN _��PLAN PLAN vs'110 p+r h for rw ovule's".o arerrlL_ �- ' �• n � .APR ~�'r' PLAN 2211 DIA. CLEAR OPENING 11 2d. -- - -- - ---- 2 12 % MAX. STRAIGHT GRADE ° L.,•R+If•• rr.JR+nnr+J a 4w.. tont NR. _ ____ G"_ 1 NOTES: SECTION ` NOTES: I 2 DIA. ra yrN L O. C t ♦ or,sir N wer N oot.Mw11 y e torr+ WAV to Aft nrI plr1. 'F I asryn CwM►JIRs I. DRIVEWAY APPROACH TO BE CONSTRUCTED OF CLASS 11811 CONCRETE. Fowl-f Ay N f"v,,N,step,aAn. Mone renrttssry y Ike for~. 2. BROOM FINISH APPROACH SURFACE. �a, j_J_ s + F t �•y�•+�o++/ tey..r lwn �'ab' 1isei"r�"'F" t r.,rirN.wort rt.nse,,oA Rtro,eJ rt sACep.Mt t•'s+Af t ' t-I r,p .. N.I.T eel/Orel ItF..rN MN,s rRrrw torea4yry nto,41st •�-'-- �� •Ane �on.rR Ooh af-R 1 "0""lam --1•- It•1100 psi AR•Stwp/ 10.1'1.000 psi 0.IO *erns• NO par - N MATERIAL: CAST IRON (GALVANIZED) o 2 s"Y"'P' -ve Zroer Alas ser oAr,.r ROMs,« d M r►rt.rl J y'-:_ � Epeno/tnr I/rN Irlsnn• t7 pd root Ir NrrrrnrnehoA ✓Mr/rersrn -_ _ ___ �I••'- frR+P•erswr WI. 'l wAr~ %". w- �. N �-- lbF•,rlape,../l,j/.r.r.rn.Are,Alert 6172 ass.e QYIl_u... tie.RrMrMi/arr.r.tr reT ' firvAT/ON EL£VArloN FLfVArIoN fLErAr/ON 0•.0.!^1t'. NNOTES RETURN WALL TIP£ ,PETURJY WALL TYOE d• wrr*uRV WALL JYPE C• R£rURN WALL TYPE use.4wv N.e'r Jess uOe.Mrt N a/o'o,ew/« U,e tee,# N •/O•e,as,*« use.»re N.6.6'or less RETAINING WALL DETAILS N0.I v) 1. SEATS-OF FRAME AND COVER SHALL BE MACHINED TO PREVENT NOISE. arJse,.un: errrgnl .esu sem•_• �• O 2. TOTAL WEIGHT OF FRAME AND COVER APPROX. 130 LBS. 3. MINIMUM CLEAR OPENING 22"DIAMETER. ALL OTHER DIMENSIONS ARE NOMINAL. CSI D , SAN BERNARDINO COUNTY ROAD DEPARTMENT DATE' P.N/C, 465 M. A. Nicholas COMMERCIAL DRIVEWAY AS B U I LT ALHAMBRA A-1530 OR EQUIVALENT ----- COUNTY ENGINEER SAN BERNARDINO COUNTY ROAD DEPARTMENTNO CC •. : it r' ; d'S SHEET DATE. Jv, -11_') MANHOLE FRAME & _L�..F�_z� John R. Shone COUNTY HIGHWAY ENGINEER COVER - PARKWAY FIELD BOOK REF. COUNTY OF SAN BERNARDINO W. 0. NO. TRANSPORTATION DEPARTMENT ARROW ROUTEH05114 DESIGNED BY DRAWN BY CHECKED BY APPROVE ;BY ROAD N0. ,� �� AT DEER CREEK CHANNEL FILE NO. 2J250AF SUBMITTED BY ASST ROAD COMMISSIONER ENGR. DATE 112 - 113 A/_ CUCAMONGA AREA MARK TE REVISIONS APPR DAHIEF DESIGN ENGINEER DATE c TY R041Y COMMISSIONER DATE SHEET 6 Of I ERRATA SHEET-REPLACES PAGES//9/Z OFSTANOARO PLANS DATED JANUARY/973. SPECIAL DRAWINGS _SLOPE BEH'NO WALL _-FI-A' 9E H!NO WALL EXCAVATION BACKFILL E%C AVATION BACKFILL 75'O'mq - - - --- PUWJC ROAD MTERSECTIONt --" -• •""` -•�'� --- LAVATION BACKFILL _ -----! i^_e•9 ` I FS or GP XS 7Swc.'«gs / I •r•.0+"ate�•e+n e.,e•'aM OG w S R• tt' ,► { r_-Y- Ff etdolMsd FS f■reneed - ' -4: I• - R•, - 0. Eed►r - mow..• ra•'� /y`%/ (,[�' -i.•aG s FSSOG«FSRdwyFS RMwy SFS _ \ LL Ert0 Eft •Tal,�. it �0G � - FS nin-raa iJ S! ....�• uQT SS -ter. Ji -�'� -'.Q ♦L,�fes' .,JT f9_f y..=.0' -' 11 -FO' \\ I R• CRIB/WALL,ON SLOPE -Toe drn OG ^^^ '{ OG ELEVATION M00� O RETAINING WALL IN FILL,ON SLOPE PRIVATE ROAD INTERSECTION Y SURCHARGE NOTES I. Bridge entioni,".wlchorges b to ' (ADut"M pored or loco.ons one,o the nx.gh.t mow. Nole to OM1 Oircliw, 'g^°c 14'tlieckercd R e posed comers I - to �-.t Z8• Mae WirM all e. ^ ' C nee orale tpKgl owligni l`\`/■ SFS «G P �� Rtdreod eovrr used afters Ines h Ire m BrsekA 4AOd," One or"we weR apenmgs ren M wed Location and n,nwaer a etderfd M she frpMeer 6•+ ■ 6"R Mischa P. •Y. Swchorge slopes b Or as 1"r \ r3• S=2' S• pestlDaity r etleel loads Ofllertrife use Tape OCP ieefE N Slot IA's2• \•, -- { uoa!aT a molerW p<rm„t !Y 4• IOa • - K _z4 .r.-11-11Cs: - - ��}, 2yeos,* T Teck vete IB" '��\ i� OOe•'nq n+f be Im+ m Proa f .rfn Nee ��o awarded . B P fslfdsd :1 \ -OG. VOop- op_ _ f '``;tABBREVIATIONS - «lMc ANOTE �' � • IUo�^btugof nodN ockefi Q,ergCtr IAar. ._.we_�L�TA N - .•r I _- - • I Rt. _ _ - _ - �.�y1. S• l7� :.. , ��,r . DevafSerNoteF81 t eIA•aer,c*q* .rt.. t -- _t\y - q8'•Mlet m Dredd a15 • rep - h0 y Rt•r -_ "M o G p ro nal Grano -` v " w ±bee•"Ug.roM be ,-S'fwe zD•srw• 20e ttoMs bz e t IM i'•t 3 Not +« ✓t'Ddu GENERAL NOTE$ �. 8P - - a �� SPfc+v r M se• Em0 _ loyw F.S Plonnro F-hed Surface 'r•nen f!ee.MM Mwff r efpeM.- f iv,ot f r f0' r ( f_0' - f-0' obnogi f•bw v C alar dmched w b• �• ` �' aETAtI L La•de+t aU BlePt•sole Teev*nd wMra•HF w 5'j" fC - ;^� �• •- r-� 9« 4• _ y, GP Piod d Grod.rq Plane TRAre$1T10N z TO a LANE •� earn * r.efn fined end t'•I.5 Plate ppf to bM5 d u,sde z.N �.. CSP OrtQ carr .- «kis Nnerc'H•a.M .+..-..--.� 0 G •� •.--s__0 G. Net ani Ne oaaifet.dM j••t4'pors NL 2�a g'Red.tr.o 2-f1Glle roeEc`• S� piece ON,step •16•above,tn floor If ""is•S-OP vow _ ngrn vlffCe Pawl N' ■I• - obave she roar one r.0.1 rune nd irro IbM r ,yam Ste•dwO Ower sNee b asI••s - 2"tiee..d0drop CETAIL"r SEE Rod 4WWI ed II . «note M1o11 a Yeast Matins bras![cap 16• LEGEND r ---'�'� f�- tlj�'b' REINFORCED CONCRETE or TIMBER CRIB WALL RETAINING WALL IN FILL © ��-- ,s -�- — l� a T>tl■36fl6•d+► ISI - �" `� DETAIL G^ °ff •� ♦' tZ bHorEppolnln P,au snglestop o.lodger J.-- - -- - -• - Strunwt Eamreaon --�J. '-'•`� ar ;�Y +ru�f`9o'dmd .; y� 3•f �' M. Weld PLAN = sv hurt Backfill Dar• 0i a3 iia'� 3 O E�See Note 11) mato, o (See Section8 o f oral!.,t out+all opening FS ✓r• �Ss•ffei,q !' -) tib lb 4i S o e L- r.�---� Calk Seo[ IIIc -. rr 3b•E7!ebolh er/slo►Mn d SFS«GP-� - \� - _ OP r wring.°!' RoaerO E,¢wotbn - -- - - `033- - - I" - ti .� ed wheso-knotPe 21R•■3b' \7 AN 1Z 0.1T'OUCE ol• eoru•revs rFw 2 S r SECTION D- �bo��I + 2 c ocic'i be eonst.RC R to one Ifo _i i,car - r _ DIAGONAL RAISED BARS i TYPE OCP_Or OCPI (See N17k 9� a 10) !oils ~ _for 1/2, 3 N,nt can om�sl connect latter dart fa Hotes loyou � I� II don I See Nd S4 Rungs Bah r••�-�•7 Fold Joint 1 ®12•pr --� - - ,`, ,`, ♦ Roodror E,hbankmenl WITH STEEL OWER DETAIL"H" r �ptiee PIS s lodes spore plwe la of eonnfeted with 4�+!Mb _ y � 74 • 2f2'.y�tQ-Kl Trio double nutt - - ,aG. _ ,O.G.a8 - \ / - _ _ •'• a23y razS' ( b `"'... _ S. Int ,pes II nM Protrude"'Ore Mon _ GP. - S.P. \ �\ �. ' Or ,age nwoe,k ad rwweeNfrteFf ~ •�' n 4 �. F Mo er 1 t ge T I _ Dia 16' •paw R 1YB'k IS•Mrd into Dann �"' \ \-� re Surclgr t '` _ -_ _ , • TP ,8P -CG GP BP j - - �\` - fs' 'r caaro nMs i--w rn ayc r"m ly►`� SECTION A-A ��--� �'•+ °'dam - B Except to mkts used fw function bores.basin r■�'+' ' OS• .- �nei«+p r,op e/aln SECTION 8•B YR"L�,t `(1l�1- flo«s shall rove amm,mvm slope of l2 3k«n G► I Fp; 14 fO' f io_ f0• T '^0• r 1 `�' �_ T-TRAFFIC BAs ( NDk 91 14Y` hoN - aloe E,o.n flo n rw. - - .Q' �' ��• « R GMP w dlrecl one inith Dauer and a 11'PE QCP or OCPI See ridsa-0' o,z'mm- ' aq r:2 - 19.9*Lee _ e j WITH REDWOOD COVER M rias Brt 1. Gplronitmg see staneerd $Peri liLnsti«w« RETAINING WALL IN FILL d CUT SECTION f-F I►+s'L.f W.O. 4?, lia,ww Ede• I I U Spcwl Provttient METAL CRIB WALL �'� M r' aosw.f 2ti11br■C z^.e,Y•• z'ea' OO•�reO 0.•T''!� Casa 1"■ Type 36R sten BRIDGE EMBANKMENT SURCHARGE � I 0.3'ENKE-TYPE A o q Opt {I JI L Ste'stoneo,a Pion'077•A ane D77-B for O.G. SOeeY - �1 FiEr. ;.•n O t5' 'J �--=1• Pbce pDsoDormof - Sewage and •, `•,, ;� chis el�oneevs IrenOelne S,efl We'gnh M �..,...,�L OG - _1 b/rey - -T OOe'g0eoe_J r T pole a N be parent! 2'�l GENERAL NOTES ' �I FS -^^"!'A°^••t*„^,1 - CROSS SttTtoN SIDE VIE* MOSS stcrgN WE weer a'm^w^M1oce}bo 3'-0�-�' E SECTION E•E _-- 1 B Owlp olron of Type DCPI a MMPI Pipe InMs ' I 2'•••x s-•' • - 0_zS' (see Section 8_8 - - M plain md,cotes Irosh Rocks are to be ffrrnsnad RooereV enxninrnt r not dMneehd en excMAhon I -FS' SGP e• +• ,� ',�f ilia s �nAwideleNeree TYPE A TYPE B }} UPPER PART OF fair bD,tOrrl design) TAIL"Ci• and WSWled on oil 4,60 openings b0 ring, br 14,�,t - .'I - �L' 1 s:f• - CSS lb �FCTION B- - - yMDER DETAIL I �� - �GP -_ l:.-----� RAI .� 10. Cham to be Prov;aed wren spfe,}Led z Emom.mes a tori not x pktcf sero a snuchn - 7' SED TRAFFIC BARS t FAt,tne com0oe,i:w wewfrp LS'a212tiag •t'.�_�S6"CSP Rifer •N• S'-0'«6cfaer. r.co.o,on s moat ! _ " ' _ .,r a' FRONT nEw O!• y ,rok••e,b%o d Oaf TYPE GCP 11. talk tw+rich p1iDD1f morass d sane, perElwM S I,no r000.o,•or Much exrovehon a en bmkmnr.carved - GP, - -1 ,�r. GP STATE or CALIFpIINtA �� k wMEfar wRi.ah,spol Mal• WITH GRATE flak ORem}a.c n1S}eel Rpd1 Oa hent,end emulsified asphalt iM,.ture of y t - t cwnooct f e eee••I"contrad vat m me•q',L11w11e r.cow�gn.�'!ce meosurea ham me - ' - Or Tack wild at _ I port Portland u.nenl.3-5 parts I arch ar 9'^r pleuro pP - _ -�� =-- BUSINESS AND TRANSPORTATION AGENCY A VIEW CLASS 1 QIz'ma Orfs ��la tlee°er (b po,!++f«DNM - SECTION A <_ t op,, pE,yRrMEMi Or Aueuc wC R.(S - Slava••Edsr STATE Or CALIFDRr1O ke CSP-- 1 •3'-0' «Mler Vt•'+3• Meld 0109•Thiek 1+2 Parts SSI•nult;l,ed osDh011) A M agar,caw to Cr,b,.e,l w,e,LLDe•vekrr•ef R rrotle h0,w - _ __ (� v 1• 916'Innl•n«'gI■ Steel Prate filer ' laid W♦•tt ftep MspMcf �!� '■ PORTABLE TIMBER BARRICADE OEPAn TWENT OF PUBL;C wpRt1S DETAILb" SI ~ Ir•Grekered! Ovi L�Oh Of NGi,w•r5 - - �----� � frt/S7�+ESS ANO THAN SPOP7A T10N IGEIICT- enuau•e tgcval wrw:nn. S when enenoo,imfn, sen,e,nen. urge n too..".we - - - �'-0r f0' •' --.�sfp' OOT �''�• MATE' - - SIM 3R't2• V«OPin sl,ovlder tol'etten - .o�l e.cova,gn re ro sea b - .4 T r 3b SIeO },• ''Hoke Fm 1 I LIMITS OF PAYMENT FOR w1rr.. 0.5'GtKE-T�+PE B dr�S+ON or NIG•.a•rS SEE � �� ♦ -�w�_�� . uppt. Ieni,t o, ,e�o,n:r,g AI,hnM nesse$Nret+M frwnnnwq 0y 414M Lae tach tlll[d bees DIET 4K 71 N 4� TaCkrelp_G•cut pNte N C.S P.ar«IReDolt. •'I cw;orm ro ane emoon.mrr, nm:,s,ow�nq,rc Y•i lem<n,irsr,ad- TIMBER BARRICADEAM , IX ISEr 9ectlar,kA - E 1 •• , ..__.11 RETAINING WALL IN CUT EXCAVATION AND BACKFILL apt rocs-Bass«Lknits Md cu eethf s. Ee to""x1ges nl I / � L Vz BRIDGE SURCHARGE AND WALL RAISED TRAFFIC BARS, 00din UM litl eer•rt cee•M rade ter IeVMmq 2 LD AenMr•Ir fee.dt•z•s♦•rnNM feat fattti,tUaiH wf1 CSP riser d Wanal tip" 'A62-19A Use'C•S'Leg fcn.t I0,I..I.N a 2'x4.1:1041•2'a6'Ntlen rvfpe•. DIKES AND ROAD INTERSECTIONS A73.7 - ,SECTION C•C ark waw[8'd w rrwNnest one Odd�uoMl ttlpport T • Noe G0lvenaf aMr nee ,reo+ee d.oA+ Z; 0" ,ride ..o a ane grate ♦ >� tob,toi;orl TYPE OMP orOMPt tSeeNote 4l to 1oKandoar = D' I TO d Side`•Step WITH STEEL COVER (SH Nola b1 T° •. 36•CSP•O109"Tlwl, pipe w Plate open' g? gilreix,SMI -... ...-.._.... . _ -. +� Awa Weld VePa.drabe ter �. .3,.6•L•. .I? ►'z•s is s 1'C ( D.oWlit Bose &C AC Oibo T cost or _ Wt. 177 lbs. I • I R WyDETaL A �GQ Dille Fmisn Shedder LWO r I O eplel Plpe f« VZ•n16M Drh'Ieut weNen ta{Chfekfrce R TL SlotSil'+2Uf Y L Y criv DETAILS OF TRASH RACK LIrI24r•W%� , rz I G.r4 0064"Galr FOR PUMPING INSTALLATIONS Rive spur Md•a NL- Pond 110% _............___ TaNWeldol T- RRenf.rrcaer.,,enf �JSE INLET TYPE OCPIor_OMPI CMP holes m awlaN ih porta?«Meter - - SECTION f=F RCP RISER P.RIS ° Nola s) F D,o,nehw ease BA ow36RModified 36R6.0 STEP DETAIL DETAIL "B" TYPE OUI BASE DETAIL FOR «36R x fret PIPE RISER CONNECTION •N'•3'-6'toa'-n' PIPE INLETS D75-II 6'25 74 REDRANN _ ERRATA SH££T-R£PL £S PAGES//8/xZ OF STANDARD PLANS DATED JANUARY/97S. REVISED IN FILL EXCAVATION - BACKFILL EXCAVATION - BACKFILL r• '- -`'' 1 !'•/'•d tpror rib► fe•.,.Ar�Trach sAr rF•dole Sid G► !d•Mxfe1 W "" - - .Sere«wMrr,Awn. 1`•• .. ...,.:. - F3 ,� Map ! - Fa, 15 Rd•r f3 -ALvrte!_ti>7 FJie [ ./IPwd•e•yR r now SIM }_ °., �_1""'• _ LLEWT40N. i.� L,�1 4_• aG Lfps FQ,II I-� v Tafel Rle - - BG'•1+-•""' SECTFOM A�4" S[C,TiOAf•'D-B 61ntsMi sv.r 'rw.'�"•r:w� a"1 .•e w. �r.v\sa.r.w nee l.v..+•,..� _ WAL Fla mm f S G P fS _ p r FS e•rndef 8 P [y.or...,y..scat R � R��Q .tb K"r,.,e.rwx lZLIIlE.T 12ETN1-SECL ' -Tep d Iul E,.M Emb f5 FS i1VALL AQ,UN . - - NO -0 Etch. ♦ 1 .. _ -- trey .•.r:d' A I l/pl �'''; �l t!-0• r�.a t~ Imo' f.�: �:o• t'�.';L-L�Qf '"""•" OG3 SECT1oN 3.8 06 1-9: i _• A►..�r�� _ r-aws..e. SECTION E IIMvr - A filer• �-t 418) / V�� `l ti Nil op or FS PLAN Rdn•e Ems �'_ e ^► rtes tbOd••T stPbw,6n,ent M Tial deI•IeOxle M!'•CdeaR•1 dee.ygf b ebrvT. O G 1 • t�„r,eyt lFWAMA i nrol be n fleT!eeene sMKMe vicnt0•ion Ni make `-�4WI /tin tach ArwrAAe SECT" s-C �/rbrhn fw w.+/�1rr A► Aar••-ran sn b/M AAT" gAN'LdfEAEl BlfLL B.d' K• BILA •�'�-D1 IN'till' lLu+�,EttE�lf1SLL t�T a+�7w/i�rlvtT lLi[yw•YIGG_[x•d 410ZEF 10RArN f�PldiX ia�_lrc rJ'KL � • EXCAVATION — BACKFILL EXCAVATION - BACXFILL ABBREVIATIONS •*•+ ''+ S1'"e /i''`° sr.a i'•e-e OR OG D.O. 0,%..* Grand OG- F.1 Planned Fe hvd Sofas P 1I are," Gnse vlone rax tai' • J �Llwrrsofspre�ial,PO I! . S. - -f5 FS �� f5 LEGEND tcQ . 4 QQV�D Jrellabr',eM,MNf�.aA_ • l S%IIeMrMI rahrC smaarbnF Lwf Parr dlero arid, �''' -_r- SAwNiti A Vert relit jibs IddYfMsnN Nis . 'ELEVATION .)L�-1 r.t�'•y I�rJL -i 1=4• fp�' jp• iitr� s1 KNne Ekonaea + ( •t 3' :i N/o..ew.na r9aM b.brl- �. J I �h ned� viecvAro e nafedet arbft s�.AN SECTION B-G SECTION -K S*-.%,#B«knn .,•I I f+reM/eI dodir.oro!Dan rrrd fall fdob. f, t 6RATE OEM& r II NSI some or OMrr re7llnnfwcsnnnr rnI !' I 4' 6[A•,f0'>'oft/8b'eRlberonrytt I /dd,.nn,mi.nf/i0pdr,*daeowfnrrge f >Iljsao,a �'^ '^""""•"^ OP in FS- ,pr DGl © Reea•q E+eaoNo,. -�- I fides M fit ffandord•gigs'•$ A*Wfur'd•rdss Man/t"J- Btap■ ] Trf d aI- aP 1_ W erelOa sadis radww•11 1 SIN Penwrh GPM FS GP op- 'I S ...-..�•• AD00"q'EnaMbr,Ml ,. E�\ 'I�1btfT MTM ph -ft N/gateau!OaaRs►de fAd.w. -, fQ.+,.L to' ... fkwnnw ,!-1 Fr• I r F,pansa+. s 0*0*Nor 00 brans.'Aew i \J �_.,': ..��o' �' � ..I Imo' -•,r--- err r«ru t�e�r.n,af er t'wM - SECTION H-H SECTION L•L lel' 6l/7'fFR OLTi1/L Ise 1! /Il M yeNe/rw4"wrrrf eev+rfl-fe' wDekrr!-P- tPF&V-d'-O'NId (t T r AA•A'Nrs Iter 11')I ` STA/N vn W_A�{A T�/ /L/T Y P NIN l L >/:N tsN M tM/tncrbn.em rna tuNww.M Iwrl tpe r s/wf hJ f1ee� pr(AL1Fentn• mew sof Or OpenMf/Al•fI' 6172 st-/•n rLAN � � i l ij' .I !u!•4ES7 AND rRANSPORrenON AGEtepY - °�II�-GP s FS't- -- ferw•ruEAT OF PUK;C.or1S `�/•,�•1}',� - ter!• M A't•d••oe f•eesener,n Uxelred r Mtge,fMYEMe ff[etetien ��- �.L��' f�.,f -i� - nneetvee fan a,gwW"gond L1bKTS OF PAYMENT FOR RETAINING WA DETAILS NO.2 SECTION J-J EXCAVATION AND BACKFILL - - - -- BRIDGE rA62 8 B 83-9 - N 7r 1,1 N � � N D i�� FIELD BOOK REF. COUNTY OF SAN BERNARDINO W. O. NO TRANSPORTATION DEPARTMENT ARROW ROUTE H05114 A ROAD N0. DESIGNED BY DRAWN BY CHECKED BY APPROVE Y 129250AF 14 v �'�` KAT DEER CREEK CHANNEL (. LF �? j FILE NO. suetwrrrED 9Y ASST. OAD COMMISSIONER ENGR. DATE CUCAM ONGA AREA 112 - 113 4. IMP CRgWN. - 84'- O" I �— SHEET of MARK REVISIONS APPR DATE CHIEF DESIGN ENGINEER DATE C TY. '.ROD COMMISSIONER DATE 72- I N oq N GENERAL PLAN a ELEVATION a � oQ 5'O" L. 3(o'-Oa 8'moi, 27=r" 5�O11 /Loh K) + 0 t N M cn r O O PROFILE _ TYPE II BARRIER 0 L � t9 � � Q $ Q � 9 GRADE RA.I LI NG tYPICA� Q IP Q H t- Q - -2� —� t--I.00 wo — o 2�e - 11.09'/• - �.�9V, a Ian •— �,oo�o =''s 21 PROFILE LL- 4.7s SCALE: VERT. NONE < It�15TAL1.• 'TbJO 8 CASII4KIS I-I 1Z. = Q TYPICAL DECK SECTION OR 1/8 I Fu RN I S H ED BY u• 1 IN NORTH SCALE. 1/8 = I ABUTMENT LAYOUT LINE ABUTMENT LAYOUT LINE � I 2 MIN. CLEARANCE TO S\oEWALK SUR.7ACE, N N • N Z N Q O Qc j EARTH BOTTOM OF- COV-AS-rZUC-T Z tZbWS OP WEEP HOLES ANS PLACE.. V CHAtJNEL@ IMS; PERVIOUS BACKFILL MATERIAL 12ES'A\NO &BUTMEIJ-T FOR OE'TAiL SEE zV ' cv EL EV114 8RDGE DETf \L 3- 1 ON SPECIAL pRv.lG. NO, l ,, •_'%`' „ = - ,, - <. - :,,, , ,: lJOTE: BI�KF\L.L. 8EH1ND Ag\�TMEt�T� SH AU_ g Q NOT BE PLACED HIGHER T4kN FILL 00 FUTURE REIMPORCEO CONCRETE ; ; IN FRONT OF ABUTMENT UNTIL SUPER- BOTTOM OF CHANNEL STRUCTURE IS IN PIA CE AND HAS RTTAfFJED W W (BV OTHERS)Q A STRENGTH OF 2000AS.L MIWIMUM. N N a BACKFILL UNIFORMI� 4 AT BOTH ABUT- t` ME1JT5 TO EQUALIZE WALL?RESSURES, AII I 3 FUTURE CNA*SNEL @ \MP. SECTION A -A EL, 1137 . 83 . W SCALE: 1/8� =1� 0 o , i ao in A Z a� o �o r STA. 10+44- Z4 Z V FL I138.SO CHANNEL_ STA.GOf$2-7Z 1155.7 8 TOP SLAB �,�P• \�g�' o �� ' APPROXIMATE Bit LGE QUMO TI ES DESI QV: S, 60, r-7 A. A. S. H . O. STANDARD SPECIFICATIONS FOR HIGHWAY BRIDGES, ELEVENTH EDITION, � ITE14 QUANTITY 1973, AND SUPPLEMENTED BY STATE OF CALIFORNIA B RIDGE PLANNING AMD DESIGN SA, 9+59.50 s STRUCTURE EXCAVATION (BRIDGE) IZGO C.Y. MANUAL. S es839 rN I !U �- 113�.ZI GH t STRUCTURE BACKFILL (BRIDGE) 900 C.t! ( 9 O C.Y. 0-70 CLASS A BACON'4ETMEA(BR i DGE) LIVE L�JAII1�`G: N, I7 S8 �9 E �O" J Oc OAR REINFORCING STEEL (BRIDGE) 55 330 LIES,, � � - � o � NS 20-44 AND ALTERNATI YE T MIETAL RAILING TYPE 11 6 Z L'F SSI GN STR`S$ES: S CLASS D CONCRETE (BRIDGE) 1 cmS c,y. 4 z STA6O+62.98 All _ STA 60+54,47 — gT�` ��o DENOTES FINAL PAY QUANTITY 1 tS5.S0 T.S, = 4Z -�c �• �\ CONCRETE : = fc = 1 , 300 P. S. I . � _ x,250 P.S. I. n = 10 N G � f N 1-O 5-O" 3l0 -O N — - , . EER CRE - a EK CNgNNEL REINFORCING STEEL : fs 24 ,000 P. S . I . STA, I O+40.50 GN AIJN ��33 X86 �P, �`2 �� 36-O 5-O' oto C01`fSTRUCT10�1: F 1138.45 �� iV L STATE DIVISION OF HIGHWAYS STANDARD SPECIFICATIONS , DATED JANUARY 1973, AND �. SPECI AL PROVI SIONS J i STA. 9+55.-7G N 0 a t' • I • — STRUCTURAL NOTES : � . . . — U 4(� — Q 1. DIMENSIONS FROM FACE OF CONCRETE TO REINFORCING BARS ARE CLEAR DISTANCE > z AND 2" FROM OUTSIDE OF MAIN REINFORCEMENT UNLESS OTHERWISE SHOWN . d� 2. FI NI SH ALL EXPOSED EDGES WI TH 3/4" CHAMFER UNLESS OTHERWISE SHOWN . PLAN. - SCALE: , 1/8 1' AS BUILT NO C.r. ii �iIE.�..f LARKl LD BOOK REF. COUNTY OF SAN BERNARDINO W. 0. NO.ROAD N0 TRANSPORTATION DEPARTMENT ARROW ROUTE H05114 DESIGNED BY DRAWN BY CHE"ED2 P? BY APPROV BY -T. � , 4 i7 7 AT DEER CREEK CHANNEL FILE NO. SUBMITTED BY ASST. ROAD COMMISSIONER ENGR. DATE 112 -113 CUCAMONGA AREA REVISIONS APPRDATE CHIEF DESIGN ENGINEER DATE CO ROAD COMMISSIONER' DATE SHEET 8 of 11 La z ABUTMENT & JOINT DETAILS - - - - - 7 0 t SEE DETAIL`A' w z I,_Z„ PLACE 4 x 3' _ 2' KED/ t N EACH KEY 4" I R 3 TOTAL G „ PLACE @ 14' O.G Q AI3UTMaNT W/>L.L Z HEIGI-47 SC1-NF_.DULE �`4BETWtENKEYS _,�1 4J — EAST END OF17.13� -04C/0`' *8�/01, 04 nnn ev!2" %2"EXPANSION BR, AT CROWN NORTH EAST I UOINT FILLER Q CV CORNER 15'aZ' 5CONT. �4@/a"- CV S COR ERT 17.34' 4 E 17'2'; w CL. ABUT. RE INF. ELEVATION WAT CROWN J NORTHWEST 15.9 � BR►DGE SLAB CORNER ; 5O RNEIEST SECTION 1 w w \n 1 rs DETA I L A ,/2"EXPANSION JOINT FILLER _ %Z"EXPANSION JOINTFILLER I SCALE'. I =1� (ASCII IN KEYS) O CHANNEL 5RIL -iE SLAB I WALL CONSTtLUCT10tJ JOINT. ABUTMENT '`AVO IT :F- #5 i — BRIDGE SLAB 8t ABUTMENT CHANNEL WALL AT ABUTMENT 04 6 a JOINT DETAILS N w w SCALE: I =1 00 j O Z ini I \ � O +15 @ JD" f 2 O" V 5'-9" 84 to ABUTMENT TYPICAL SECTION G42'-4.12, GIMP 42'-4!2 SCALE: 1. 1112 IMP '- e. 42' CROWN N,E EL, 1154.3Z 2', ,_L T�IPICAL WEST. Et_,l 154.9 5.E-,EL. I 154.55 '--FOOT I NC-A--.k, 1 N.W.EL. 1 154, Tf S.W.EL. 1 154.CoZ 1 !' rvPlca,L 1 7-A01. 14' 14' 14` 14' 14' 71-4-1z"', '-4yi" i A 1 I ABUTMENT LAYOUT LINE 1 1 ' W 0.7 34` 35, E 84'-9" I WE5T EL. 1137 rot CHANNEL FACE OFABUTMEN7 �FOOTING�� (TOP OFFOOTINGi) N,E.Et_. I ! 38_50 ( S.E,EL,1137.Z1 (TOP OF FOOTING) EAST ADUT. N,W.EL.11384 S.W.ILL.L 137.IG ARROW RTE. STA. GO 4- 62.7Z CHANNEL STA. 10 -4-44-.24 1 EAST ABUT. FOOTING ICEY WEST ABUT. ARROWRTE. STA CO +71,50 ARROW RTE. STA. G0+54.47 EAST ABUTMENT PLAN CHANNEL_ STA. 9 + 59.50 EAST ABUTMENT ELEVATION CHANNF-L STA. 10+40.50 WEST ABUT. NO SCALE ARROW RTE. STA. Qo +43.ZS NO SCALE _ N (WEST ABUTMENT SIMILAR) EAST ABuT. CHANNEL STA. 5+55.7` (WEST ABUTMENT SIMILAR) n ARROW RTE. STA. GO+75.97 NOTE : CON.STiZIJGT WEt�►Kej.�CD PL.AN�i N CHANNEL 5TA, 9 +53.Z9 AND 2 ROv.JS of WEC� HoL�S I '!v WEST ABUT. 1N EACH ABL1TMEWT. FotZ Dr�A�LS V, ARROW RTE. STA. 00+47.7Z Sze Spac-,I aL mW(4. IVO. , W 0 CHANNEL STA. 15-+ 89.SS AND SHT. 7 ,) SECT. A-A D AS ,l BUILT by NO CORRE0411ONS THIS SHEH' - L47 8t1 FIELD BOOK REF. COUNTY OF SAN BERNARDINO W. 0. NO. TRANSPORTATION DEPARTMENT ARROW ROUTE H05114 DESIGNED BY DRAWN BY CHECKED BY AP ROV Y ROAD N0. 129250AF -T 4 �� j AT DEER CREEK CHANNEL FILE NO. SUBMITTED BY ASST. ROAD COMMISSIONER ENGR. DATE 112- 113 CUCAMONGA AREA CHIEF DESIGN ENGINEER OUNT7 OAD COMMISSIONER DATE SHEET 9 of MARK REVISIONS APPR DATE CH SIG DATE SLAB REINFORCEMENT & MISC. DETAILS War-, T 2 C.L. ,x " �{� 18 TYPICAL e /Q T RA KI S VE RS rL S LA B RE I NF 2Yz' —1 3J4. DRIP 6 BU ATMENTS 5@�J 1-y iCAL MAIN REINF J ABUTMENT LL.. � G OOLV R YE „OG 4BAR CHAIR-z) 3 TRA1lSVERSELV 4 4 Q 4%t" LONGITUDINALLY - TVP/CAL N TYPICAL O — W AW NF st MI SLAB REI z 4 BAR � zl IJ N N LONGITUDINAL SECTION EDGE OF SLAB DETAIL o „_ , _ SCALE. 1 =21 SCALE . I =2 (� Y Z BAR CHAIR DETAIL a NO SCALE 1 O DONT. *4 (9i g''T�'PICAL EDGE OF SLAB _::z :z REi WFORCEMENT CONT. THROUGH .301W:;7) NOTE : 7RAIJ5VER5E JO\tVT'S1F uSEM,TOSS L-,Z: "TEA AT �4? PT. Or SP!>�1 AND L.ONG��TuO\NAL. � JOAN-T >3c ��,TE� AT Eoc,E. BAR SPL. CE LEN GTS A nl !\"� OF TRAFT=\C LAPIFS Ut�1LCSS „ Q sb.FR SIZE #4 trS Ir6 8 s 1O 11 �, �� 4 OTI-1rRVJ15C PERMIT T EO B`f AU- BNRS EXCEPT —� T\-\C ClJG1\NEEP. ' TOP C-3p.RS la` 23” 2'7" 3Z" �6" 41" 51" 51" 1`-2�' �► IV OTE : t. SPI.\GES \N TOQ M!a\tom P�p.FZS TO BC Wcp.TEO NCAm C_St lTEPpl OZ' SPAN. SLAB CONSTRUCTION JOINT , z. SPL_1GCS \111 gOTTOM MAIN f3P�RS TO 8E LOCP.TEO 1J CA.FC laPSUT M ENT�S. DETAIL s. SPAC.\1J C1 O F ALL TRA�SV LPCSE B A.P,S \S NO SCALE r^E�su�co >,L..�Ny ct Rr��.OwAY. W 4. PLACG ALL TRA�\SV ERStr B AR_S PI�.P�ALLLL 21 REINFORCEMENT — TOP OF SLAB To AaL1TME1�1,T. J k SCALE: I"= 2' 0 (J g � � Z Z W W ABUTM ENT FRONT FACE e- t 7 �"8'-O"TOP4BOTTOM OF SLAB rx � O o 0 \ I 7 a0 y4 L/4 V4 L pr I #/O BOTTOM OF SLAB EDGE OF SLAB — DEAD LOAD tV N � U1 - OBTUSE CORNER DETAIL REINFORCEMENT BOTTOM OF SLAB CAMBER DIAGRAM w D SCALE: I"= 2' SCALE: 1'1= 2 I �7-t NOTC : OOCS NOT 1NCWCC AL.LOWA�ILE FOtZ 1 F��5cWa2.K 5E�'TLCMEtJT. AS I LT _ a ,f `_ �,, _..- B-3 B- I # . - _* W . ~t - 0 - 7jrrr!�`�Ir . -. w .,,,... . .. ., .-. .11 . , .. ,. .. . . .. .., . ... . , - .. . . .. ... , . . . __ ,e .,w N .. .. - _ J.. . .,.. . v ... .. .. .. «.,-f.. , . y ... - . . I 0 . . . co t . - • . - 0 • I _ _ - _ _ - -- � CHANNEL �r . .. ' . + ... -` .. : .. - :. of . _ : _.. . .. .. . __ :_. I .1 ! , 1" + 'l' .' / •t .. +[' •f.. - t. r - I.'� . . _ ' I i 1' •1 - r ' rY,. . - 1 f N . .r , t• -, tl .. _ - -). i r` .. ., - . . - - - _ ,! - (� . r -, .in`e; ,a _ `• - N . I �" i . � . , .- _ , ri 9. . . I .1 .1, , .. , �, k � I- , -#1 . : rad. `' + k. .. PLAN , " ' I I I . J11 -' . . ."'. . ' '; � �. -, . . - . 11 " � I 11 � . I '' � � . � . . I . �� . . 1 � � 1. I . . . I , ,: . . . . � '' I 1. _ I � . -1 : -,., - I . . . . , . I 1'' . ' '. . ' . ..1-1 � . - .1 . I- s�. . . 1. I. , � � 1, I . a- � I - . d . _. .. . 1: . " . f , � , - - � ., . r , A i f . 4 '.. � .�, '..!. - . I . I "' : . . 11 . I . . I , :. ,-. I� Al .;% � __O ., ,, . I . , , I . I . . I I . I . � . � � : I 1. - �. .I " . . � . . ". � � : . I I . , . , I . I t � .,. . � I , . � . .. . I . 1. I., ,, . �, . I - . . . . . . ' ' . I- - I . . . i . . I r .1 c � 1 . I . I . .4.. � ,, ". - i . _. I i ". - . . I ,z , t. , ., � �.,',..:,�* : !,.� .� , , , ; ,,� . �:, :�,.v " � -- , . � ) 1, � . I 4 4 _ I . i. " ...._ .1. I , � � I" = 5 .. t. . . .11$ . , . . _*B 2 1 I ''� )y' J '_ ` c ; - - • .,., J Kd E' a - - 1 . .•• _ . •rr. .I - _ ^ 1 . , . . , J . ' t 7'. . . 4.. n + • B q ' I ,. B-2 J ,. . ' 1155 < . s.. <- >t , M+.( . . f s ; . i .1 I 1 I5� -EL.1154.1 y 1155 EL.1154.3 + .,1k - ` :'' �, J! ♦ 'P i , •� •... ♦., Y1 i;. .,i: . , , . . . 1 , �; � . ��' ,%.!A,5, t .. 1 :'d• i.V. _ ` .0 1' - I d. 1 , . o Compact, brown, fine to coarse SAND I . ,,°5` • " t . ;- ; .i _ 4 - 1. with scattered GRAVEL- fill. . r ; ; , ,.,, 1. .�; :4, p0 4 �7�� +y.. IJ 1.50 1150 nk f .,-A,, .. . v�; .. .. . . .. �- , _ �., >_- _.� - . . ,E < Y .�i , 1. , .. .. .. r . ., _. ,b.. ,:1 .Setntcompact,'fine to coarse SAND . 1-11 % . ,• , •, o,. .and GRAVEL with scattered s. I , - i B- I I '•.1: COBBLES- fill. ' , • n EL. 1145 J ..i.- I . ,. 1, 7 - :P 1145 r -. , 1'145 1145 o' ` t ` . , o;0 Dense, brown, fine to coarse SAND ` A 1 ' '` : � . - _ A',* and GRAVEL with COBBLES and :'aa -1 . -91 .. • .. - a .. l l4 • •' . _ . o _. ALDERS. 4 _ .. 1140 .. _ ;p , .. . . ._ 114 '° . :8, ense brown fine to coarse ` - ` - V _ ap oQ, SAND and GRAVEL. 4"' �o o. . . . . . s, , . ,. .v - - , - . . - -.. . ''0� . ^ I . - r . . ., - - . - .:, . -w -. c , ..r.. It. «..- . , • • 1135 5 A il3 1135 .•k.c Q 113 7 °:° 12.5 4 Compact; brown, fine to coarse ..o I. +. . ' vb A . ° SAND with scattered GRAVEL. a' . 1130 ' 1-130 �a �,1 . ... - y - " a.•. 1130 - ',' I _ f ?y� _ r Compact, brown, fine to medium SILTY ' '• . t . t r ' 2 2.5 27 Compact, brown, fine to medium , . . . , ., . .. . r . ' r a . ' z • , I. . SAND with layers of GRAVELLY SAND. i ; ,, ; . 1. �-� 2-73 k _ � • . �:: SILTY SAND. . y: i., ' . +- r.« j -1 • - E 1, ,( ; . ... _: . I - , ' . n . fz'• 1125 . . 1125 . , . . . 112 t . ' , 4 ?, „� 4 11 ; ., OT 97 3 ',, 3 2.5 23 COmptlG�t, "brown, fine to medium .A; , t u << ., • . kr I . ,. , . I SILTY CLAY. a_, ; .1 I .1 , . - Dai , � . . .. . ' 1. � . . ' ' . - J ; , .a 1120 �. �'„ n,112'6" , % s r 112 4 ` Q , • ., p . - , 1, Dense, brown, fine SILTY SAND � a `� > •� f i with o;, w scattered . a' -0 d . . . . T , , 1. ... . . - e fine GRAVEL. °,, `' ,,..� t r 15 �. , 1 1.5 . v . III 5 ` .. .t Ir > �J', ti: 1• . a % v.W` t� -ts � '`'� i X ; ,1 .t ti "4L ,(1/, 1. . r, f , , r11 I. - , . 1 ,,, t ,i� 4 2.5 2 > Compact71 ,brown fine to medium , 11 ` ;� F.11 t SILTY SAND. '! _ i` ,' 1110 f 1.. 1 11 t . / <` I l 1 110 i _ • _ -. ' 1. , 1 /.. • ',I ♦ _ - ,/ - I I ♦ r - - , i 1. tt t - i yti <'�' i' .r' Y - Y -r I �' . 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Da d c_ 4 Moisture (Go dr wt ) �_ g - . - - _ _- _�__i il ±' ;,• r." t.c Ic: rl r 7 svc. -I Sn ,d ti Fd t ;r i ire n y Costrt _ ._._ -- _ f� �I T .O 01 u _ _ _n .h y is 1 rra c lol D et f -Sornple nufiSbE)r o - ` r.' . e t -- - - -- ---- _ __ _ __ ry dE nslty {lbs/cu ft ) _ __ - 1, , = ' . •` - �„ , , e Ja , � . 5 it i , ,) ,, "•► Auger boring Site of sorrlple (inChPE) _.._ _ _.T _____ _ �. __ NQ of N,jws Gro,.u10r Cohesive _ $ oft f 9 D t - w ARROW ROUTE - I % 4 / FIELD BOOK REF. COUNTY OF SAN BERNARDINO W. 0. NO. TRANSPORTATION DEPARTMENT ARROW ROUTEH05114 ROAD N0. DESIGNED BY D Y CHECKED BY PROV umv 129250AF HIS RP AT DEER CREEK CHANNEL FILE NO. SUBMITTED BY_ ASST.ROPff COMMISSIONER ENGR. DATE 112 - 113 CUCAMONGA AREA 11 11 MARK REVISIONS APPR DATE CHIEF DESIGN ENGINEER DATE U RAD COMMISSIONER DATE SHEET of SPECIAL DRAWINGS- Rol pool~w m!d Is .r-O'lald T.T •T-.. _/ ___ _-_. ______ _____ _ _I --_- -I _ _ -_ - -_-� -- - -�- _ - ,,.... ,,....�•. aR•126'� £C Zra'wr•Aw.w/3 irm/ �AvKnen rrollK --� I i" III I +' Y L .. b - .t t } I I - - I. .. + TYPE I FLARE penwnl I f ___ d _ 1 ' f /^(ps lurk /. K /J,n`)e---�� '�._ _ T J • • , II F_I' I L-I- I 11.-{_` ..G�:( r.�.-:�.F - + - ''M.k:.::.Stz. �... 11 i7�^ -�-----'- Kirov lorr d L_ L r W A --- --- -- Ro+l d Brgn �.a.... .. w.,........ 6eedkv !_ oBy.al/.. 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J 6' 1 t'£aPOnsMA p,nf NMI w m Alldp 1 ��, Btpw an o/w+a d�� ror/X d/sr/1K ► - • -- --- --- - - _ ---- e / L .� y i►•nreaeN BocArwl aWs•rruf 1 A71fr,Aq,N Aevt 3 d,qr Sft rnzM,fq. was n°A w oa sAorr,r A,µey,AAriAid BMIJ,oMN M,CAMfJ adAM oafs d m ffd nes N a-dv BC _ _�31ira m Gf•raW Ayr y er �- VIctw-OrwAo, . reW,orsM6 660oHfe. 01 •p -_-_5/wueNwrl_ TYPE 4 FLARE BCS a• -6 J'�.a 45t W 5 A i Ba+ , - bl I EC - J •v avu Ufa1 cnaa4r M Medio/,w i R'EO' I d Ae,l dA,Cms w.wNSAM w - •-0 •i O' eorlr wo a1,arlf 2. 3^•a 4 III I• ' - neo r M Ap,roKA ews s ssfa m T.. � /srI'w mn.rl ' $' I•a-J afro M.xn I'd`/ ' - •.NI z..r ad J - _ - MrgAr A,r • .� -RTO' • 14-9 96''11 asrpur •3189- >' an b/IyivB Aer 'SI(•9� may, ___________ ______- ____ _ ._ W'r•^ 1-Faw Azo o/errglr rod I•'•' �lre'mw fn,KAryo ' Fi.DAfnnefn/w AYreye ��._ � 1 + I �.�• - I I r , wf., aef rr.r/ co" fbaow.rw Id. roll ~ ---- ~~y �••- r I I Soo/b/ T �1MW o•J wrNrs /7=0' - t R �6'4 _ tot4' 1 I 'II`I"'- _ _ _ _ ., I 1 I I I I �� ,. � J I II Isil' 'MNs w!/O. �3'a!!M I L• MBI ,°Olrtc/atd bdYK �mfm/KO �'�'0!- I / w .-Baclyt pbAr 1 t. �'w'- +-li---4-_t I- 3 J.�.Ir-� r I I L-1-.._:•-_ - 3 M• 1 l •r•ron Aaof*ck I I I( (' -. I''i 11 1 ) �) _ �_ I tt - g1„wY's/1AY -1 rte/or wr,lingo,..t. tff ore N !nmRvrry / •1!e'•I'Inrn 1- --1 ` I it II iIi�1,i I: I II I I`- - I' I I I O .y Aa,7!1'mar ,w,alf to a Oowr w wwstw TYPE I FLARE _ t_ •• ;•• S�PSP AND PERMEABLE BACKf7L L^MATER/AL bJ :+P aarr 001 r an d,-v mwmN aero nfnf. - -. _ F BW lyase r .4/w •rme/u �xl .: . .j f!c+rAr/er A/Nral, '1Mr!M Mlener/Aed AI►Pw/ MINreM f/M,dlyv.rdM M M.ryr/rryA/er AIN/ BRIDGE LL'TA/L 3-3 F•ti std w,iwd w EepMw. '4 olrc/su of rmthewLsV 51t AyAeer. Iawl.roeF PI•/-o•eM• •4 SI!�I '•J` -•ia 9r J'�F.%bts ill�Ir[r.err..,.,.fr a er e •, e, 1eMA - wU eer d�rf Aw: _ _ Fiww/ea dad/ WALL EXPANSION,KI/NT - / Ja,3'0 0 9,'' , _ So. _ B.on/an err M.d d.I.sil.ou o•er s/sw •r M r r S£CT/ON S•J Bim• AECX OA WA<L JOINT ELECTRO[/ER y (r+ear ••er• "++ $f Apr c sot ELEVATION" yt y,,L. •-�l i' PMe' TUBE W£L DED SPL/CE ter[ p, .. . r BRIDGE+DETAIL• 3-A_ - 4B c.l a arKaw dmw+sC TYPE I or TYPE? FLARE LAYOIUT 3'•fo' i i/Y' rs w,m Brwrr G...I (amow �;•':'� - I may .pts . Il.••At•BIr e11eN Alr I 1../Ca•..rlar.,.M - - , .. .M•+..n, -s,...ov �" [. a wage Pau Ana ON CURVED ROADWAY Y -- h /KM MMI Se• ErENt°M"Ms �r Nr.B O SI.lWbo 'B6 AY--.B.6 Fnzv ��w° 1 of LT-e'M 0 I A7! P,M Arf.a Ad-1.11 C nr n prnnMl tK�~ MOW epJ t YL- �F o FMr lett f •ie'•e•HS eoe wrN I, TNBwy EMB b sAb/eats w AslBrzerd A M/u'rNaiM a.w w4rr fflrr 4 MMS .Set AMr I (�-BC M++• I a ,. ! •p. I AM:w r lodes/N Ar1r Asn d NAIpt nW!w !In d we 3.o l r - e...n u n.eraser nn olnel 't l,y,aw,'I- Am' .osAa MIq. 'M W.t TYPE 1 FLAr0. EC 31 I f N ro�iw•u.� ^r++r.•••+r••1p+ ' B. Pons sAo/I b n mtl ro.a F- Lraevrlr d °'-'•"" ,�� - -I and 4rtA v4,aws lou POW rOf 10/,00 sMB be AMPrd w A.lrf fpa' V ort.Io.rs Azrw/err wits r.sAA'A .- ,,,tr,,, n•Mr SAe Iwly 6 - fed.l.o•ro.rd wt+tex S*CW HOMO cwresaond,•gy - T' j nwr f.J'.o•19s.1w♦ .. �` noof.d/ - L •r w I Nor4s Ma aw Fr M,.I ere. I M't IM (//•�^:6Y.Y J �_ _�./-O•NS!bN wM D. AarMt,wr ase••err.•Bf Own Mit ad.,M twAM MS',rsaats d arAvor. Sot - rrra Ivl. Boe•t Ayr G��uw- ' � 1 I ,fine AH n°I B wsAw Sot b,dw PAOM. AMy A - d6',eyr LY+b/f-4 Cw N LVH Mry M!w A'+wl Jtnl^cY b/Br,nrd r,M •• 4e-6' 47 44' If-47' �1 O I. rue„q sMl/Or sMe ewv a AMr,co/.e ro!d M.r,taw/twrn me If"Nil A70',M/ 'Arti••»-e /w•� I ( c r v E. Ilyr/f a►to M OBCANAW oebv rolA,q a o/ane. SM Ayrtr f - - � w+d-rf Axe no-wow!ro•s e',yr yM,oBowd and ry eecr b JB'd J6 se' !.Y d /eA afar S.e AIoN 6. 0~3•1 fAf law of Mr CA"fW M B. Posy sM//b raa my ro p7W o d fvx.d N A7 0'CC mor ti �'- RAA PYJST ANCHOR 22[6 £TAB :- {� /. CA•aawv ro r..,r/n -.q SOW MI aro eM ra e,q ro M I'.La0-%WV1e/ Mr PWoard Mer. le,6' 63 B3' M19• I1 C. rap o/-I rrwolbns N b.wnrminN OP rM F,gvnKr waw sAawt Bas uNYMa _ �•^--'-f••rw wrMr .er von err an prnn £L£VAPOV £L£vl nO/v___. yrf.! -"ti !rj a! - "Eery,oiler 6. fAy/r snMglA rocs nveodd BaA e.ds .dn 1 Ns AME,enI saA.v,leX/dr/ - I�-- --�-�++1-��1 r 7B'6• JS r1' •Z(Y 6• ppYNSTR£IAI Atf71A'IAbE rwN b ferDvA o rNr vao AAA atone/Blvet !,' + � •�14 + ' , � Nfl6' MJe' t0Jy l D. 7Ngw ro,l ro Posr n O/As/ /r/Bs /hJ�ie•d+rilY• AIB6' 93.63' 2O.0' h E b,rn/r/Ap,°nr Q°/Ire Alb;O/K.Pe•pJY rJ pM/q/fie.UPSANCNQR l . M•�rFrieApnK. Bdrflm0/1 BJ/M/OQ•rr0/,BMiieE •!r AIt,Ave , .A►B .h•R Mem Lyyr 3_ pereMETAL BEAM GUAhaO RA/L ANCHORAGE' -� SE�T10N A.6 N. rorow al ro Faso ver ro!73R!ee Esror,a+ t.t a er/r..rnev+lgnr. 1N 1N11i[A Y gseaw d Md/K ► G. For arrows nal frown err L�rI;N Rol/1,V avw wMN RB,Anq Orrod ,n,v/e ++l\ � /. r.&d q anon or Co 1/4,00 o.w nor ass!assn ower POSM r,cea o 1AWl,WpM s TYPE?FLARE N FraH rot.o/a,dor ra//Int,s oo.o/w w cBn I w v no-WO,eavo s£c riow B`B' 1'Rgd t L 4' WALL EXPANS/ON JO/NTS SCT m/o wd, 10 mows! J. R/a ryp 3 /4 Fye ir/N Ce tWINO hr MCA N/Mr. yl os lrre,Bew -rti?•?•ClIBIS s►w2.B/Aeb ._ parmlved,ors dot./ants.a/aurora w ofArr/arlq Nscdn,-lMs. €--. DETAIL A /. Ounrns,mr mwsfd•art ver/rd/o•1m f reea•,o s/, qn1 r pa.WM AAgt Ardt)r Pbn cancrfN 20'AMn AIr Cwred roadway. EL£VAT/ON SECT/QN 0 3 6' olsN Tai 4 Fos/ward 0 - ___ -__ �_TT J. 6erwnn ro/es,finery 4/Nr roer,tonon AND WEAKENED PLANES +O WEAKENED PLANES O.tcnar e/oto//,t Fb.tman.oq. Fan/rot dandyt ni/Aw 6' L ror/e r-0^, 3'o'lcmf m naw! ,y i type � ��r��a^�N 1• ,• TYPE 6 �i�' _ R. Lotew�/�,w,vrs. nlra•wr.f ervwtA flora.Bar net.r.aMert sa.N M Mae . rhO y'� �rs6•t•o?S,mMArr+AAr K n/s PERVIOUS BACKFILL WEEP hPaLE AND 4 IM#0 4mrt Awd •f - 4. frt P1af.ty Psev Mr aNeMOAN /oconoas - _ _ ----------------- --- - _ ��` BRIDGEDETAIL 3-3 r r.ga.rw Av dMrrncf. kr BRIDGE' DETA/L 3-/ BR10GE DETA/L 3-? T f_ Q �r 1-/�./=J"NSBa1r w,n.toaw odil 6• rs 6•t• ti M. Fir 4rAery•w eleeree,SM 'Helly/AIrMrA LYlaay Tjnet!I N'rAM, .IN t Mr rr is a in err A-'got! S s 6.z z5 •�� t'T-'TI •-� � }-�-i�Bgr.ynr •4 co+r. "�• larR � - -. .. •I + -J19 � ` I/ Aad JS.fo•+e'y -r � � .. �. i•t! ,{ •Jq ee _•J ,re 1 r,.yt �_ �,� AbOrs s..a!a!x- O -.,- _ 1 �'l i'! A ! - - - Begw a,O .Mrd d ..� 3I Q 6 / 7 TS 6•?• l3 h; = Wry*,"Am r B/mb" 2 9R •4sb•PN -. 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FYr-r,als OoeA!/6 maNrAr�arM.lAeila dedrnl nrwl/wv I,y/w gpdmew. Or',�eM bd Car.rN 3 r`)n A pas/,neo/Aso• l'?%alto crow sow - ,�,,,/y.n^q Ya /bs aer/•„rB/roar � BRIDGE DETAILS r .^.. BRIDGE APPROACH GUARD RAILING TYPE 8 TYPE 3 FLARE DETAIL X AYQUT Oj G/It Rev aaa,«.MeG was m,craa:r4!?l.Cv a orrery: 811-41 O / .►a+Y•I e. - - ,-a... vYL >v..It z��*, � 'Del..e•: AM •.Ma, REVISED . . YPfw.A•, ..,rf.�..r.'.J,,[r: �. AOO•xrn,°,,.n,r••d,°n N°scarf Set CAS1tV NORTH S1DE-TO CiE Baa O k j FURIJtSHED_ eY �T�-1ERS . • 1 !LY-t A; f, uf,vw I ow mw - -- PEI ..-:+ .. .�...i z _ A WC k- 4Nyf Aea�alrcA 1 d ft"sw'If sol- _°Y Am,r 7 7 6. ! r, !,f -v - f„rs.. '? '�{�� AAId'Ports" p.,•I.I•H e,,,�wAA�IYe� -1----1r�Mu1 A1w/wM/./SN Mats J B V/ Av ora e- raw B J•s4•J.#'t.er/ssr. �'? - 'End last B� 'B �B �. t I ^�',rL reerks SeClsor J'Jl� /arleeA M 4 ere'N rj•Ar A dln rdelaa r E AeI -RaA Amw �I {!'1 /'1 l ... ATit /'0re� -1 6•-r•-r-�' ~ /•Ir/ '""' h'nr• , I-�_�I ..a JVYk LIM wesAN C Pow.11i� Alioc,A IYS,AIey. 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