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HILLSIDE RD. & CARNELI ELEV. 1948 . 21 SE C 7 ON UA r•Q ------------ 574 7-IOAI G/�/7-S 51ZFE T,--'/CKNE 5s B 8 co vGiTvvi/v,�-c. F��r /,vcyEs' / 07 88 OARx- T T r r e4,e .u0. YE,er• I/oe.-4 0,41 AO A15el. .�,/oe/L. �tq,C� /c/o �E,er H/ae/L. BA.E' ,(!t? vel. Nae/L. Aole/c/n //0Z/z. fj4E'4/0 ,rlo,fiL. FROG! TQ f/ / 2 3 '54 cEt/�ry c c/GlN c�v�Ty , c�vc yyvGTH vcr�r «vcj�/ c�vGTy c �'��S Sc4g GENERAL STRUCTURAL NOTE SSI1S %/ S11</G 95- 1 )4'J 2/f 55 22+00 /4 8 -6" /0 /4 /4 /0 #7 4F /2" 9=3" 7=8 ' #8 /2" 6=0" 7=8" #7 f /2" 9=/" /-O" '8 �' /?" 6'O" /-D" 07 /2" %6=4" #5 �' ;2" 5=6" #4 /t3"" #4 /8" - - --- �- -- L- J - -- - -- - v4RIfS - - - „ Vs1Rl�S -- — — -- t „ - VsllES --— - — - - - - - -- - — -- -- --- s 6 -- L.14_ 22+00 TRANS/TION 22+25 /4 6 ws-o /0 /4 /4 /O #7 & /2 7-8 X018 AV 12 7-8 f7 4F /2" - 1- DIMENSIONS FROM FACE OF CONCRETE TO STEEL ARE TO CE►rTER OF BA _ -- ----- ---- - -- ---- -- - - -- --- $-5'70 '9- -- --- -6=o-m4-6- 9=rro6=r /=0' #8 & /2" ,6=o"n�4=6" /=0" ,f7 � /2" /6=4" #5 # /2- 5_O,. ,'�4 � /8" # 4 � /8', - -- - A T t UNLESS tS 6 C.Fd` 22+25 24+27.27 /4 6 iC /4 /4 /U L ,�- #o /c" - � /-- �.� /-C . ,� /,,•. =�"' /=G `✓ /� ., /,, ,1 #1 /2" AI`4 /S" 4 /8„ , SHALL BE TWO INCHES E S OTNEQ• E SHOwx. 6' L._. _� Tf��ANS/Tk�/V Vl�Fr/h5 VARFS _ - V�kils J .; u,,.�:� -- >,,/G.' [/�sk� - — 2. lo>+CR TE D{s�FNS10r+S SHAH BE �EASUaED HOR►ZOKTALLY Or+ v£uTKALIr ,b, 24 27.27 00 6'�" /�/ /4 /¢ /t✓ /e 6=9 �" #J or 1 6 , `j /�" 6, /-0" .>I�v ( I2" 4.6." /-t!/ `% /2" /f'4" #S /�„ �'f #4 efr /�" Q /8" ON THE PROFILE, AND PARALLEL TO OR AT RK,1tT ANGLES (OR RADullrl 7,5=- L__I + 25+ /4-/t e=s" -6' a=r _ 6= " " 4=�" --� — TO CENTERLINE OF CONDUIT C4 THE PLAN EXCTPT AS OTHERwrV S}+C�'>'t j 7.5' L�o�� 25+00 25+80 /O 7'-6" /O /4 /4 /0 07 /2'" 8-3 ' S-8" #8 /2' 6-0" 5=8" AV7 F /2" 8-/" /-0" #8 Nr /2" 6-0" /-0" AI`7 /2" /2-4" #5 &V/2" 4' 6" #4 /8" AI`4 /8" 75 e i - - -- - - -- st. . — -- -- - -- V.4 - — ---- -- ��__ �stRrES — ----- - -- - -- — 1. ALL BAR BENDS AND HOOKS SHALL CONFORM TO THE AMERKAH CONCRETE VARUS 651- 25+80 TRANS/TION 25+90 /O r_6-�6: /O /4 /4 /O ,>3`7 /2" e�-fir-J' 5-8" �`8 B /2" s-o"7V5=0- 5=8 A`7 &/2" s-r Tor=r /=0 #B �'/2" ,s=o"wa=o- /=0" `7 Q►' /2" /2=4" #5 /2" 4=6" #4 /8" 4 /8" IItSTITUTE'S 'BUILDIPNG �pE REpurRE►�EKTS FOR REINFORCED CONCRETE— 6.5= to -- - - - - - 25+90 /v e" 5=�"' / =%� _ - = - - �"-I�" - - SECTION 101 c1g77> -- 30.50 F " /O /�/ /4 /O At':� L , , .,, ..; 5- S �' /�>•, ,--�.— �• O i / O /2' 4� 4 / 4 /8 SE 6.5= L f?'I r ,`i ANS/T/L,. .1RIE:- arra:; IAAk: R-S 7'— L(�J 30+50 32+00 /0 �- /0 /4 /4 /0 .>r: r /2" �� 5=B" A'8 �► /2" s-c ' S-�q„ ,#'7 /�" '=/" /-0" Ave ' /2" s=�''" /=0" AV7 0 A? /2=4" A`5 A' /2" 4-6" #4 # /8" AI`4 9 /8" 1. PLACING OF RE INFORCEYENT SHALL CONFORM TO THE AMERICAN COwCT'ETE - _ r-7" sus" - INSTITUTE'S "BUILDING CODE REQUIREMENTS FOR RE INIFO;:tCEO CONCRETE ' SECTION IRM (19-1-7)- 7' — 1977). 7' --- L Ia'_J TleAN,51 TION V4R rV VAR�� :AA :s 0:Rif;r — -- /0.5' la 32+00 32+50 /c, r--O' ick /4 /4 /O ,�`7 L►' /2" T=9" 5_8.. ,�`8 f/2.. s_E.. 5=E `,' /2'., „," s_�.. rob_ - r-s- _ _3 _ /2-4" 4-6., X4 4F 18 #4 /8" /' O' ,id`ff / /0.54 is 32+50 +97 7 N /0 /O-6"' /O /4 /4 Q. TRANSVERSE CONSTRUCTICN JOINTS IN WALLS AND SLABS SH'A1 I_ BE M Tit. 34+/7.39 S _ /O '7 f /2" //=3 ' 5-8" ,�'8 /2" 7-3" 5-8" �`7 /2'" //=/" /-0' 110 0/21, 7-3' /-0" ,f'7 0 /2' /2-4" #5 /2" 4-6" #4 �+'/8' hf4 /8" SAME PLANE. NO STAGGERING OF J`oIN--S WILL BE PERYITTE() TRANSVERSE 1 � — T Reinslo// 6hgh CONSTRUCTION JOINTS SHALL BE NOR►uL OR RADIAL TO THE CEN'TERLINIE 65_ /o' X54 t47 2:3 3y r,53.75 / lo.- 6 ,v/,4 �c'14 11111,4 iA/1,4 P SE 16' / X 7 ,E'. C.B I P : C,4 L TIE' /C/S 5 D. D- & (JA.tI /9�8 . ylD�/ y Il /�i�'T a lo. �' chain /ink fence OF CO►+STRU[TION• S S FET 6 1 /6 THE TRANSVERSE Rf-tNFCPCING STEEL SHALL TERMINATE ONE AND •H,A F 9.67= K'' 35 r¢3.8¢ N VA.R/ES /i.4,2/E S I list C/ES liA,e/6 J v.4 /E.r ,f4 bars I/2"o.� 0►NE L �O' _ g� 5 -8" 7,_3 , a �� , y d 3• „ u INCHES FROM THE CONCRETF SURFACES UNLESS OTHER %rSE S"M ON THE 6'— �Q 9'8•. �0 /4 /� 49 7(0/2 8do/2 5 -8 7 6,/� /0 (�/`� I2-� ��/2 �� 6 �� /B ��/BF STRUCTURAL DETAILS. L12i 3,Sta3.G65 too 6=0" I (o "-c� •� I ¢,_�., � ,_ � .4 , -r'' ///2" chamfer /lyplcol) 1. EX"ED EDGES OF CONCRETE MEMBERS SHALL BE RO'JNOED OR BE 'c LED 6 ro� ' Ii ri , '' /, ro , / a ,_ // , 4 „ , „ >� u r f/ Je // / ,i v Conslrucl erlended channel �� �� �'� /4 �G 5�d/2 �o -9 .5 -8 ��/2 4' 5 -8 .5�/2'i 6 7 / ` � 56/'2 4 -6 / -Q 5�1/z /2-Q ¢CD/2 �- 6 J ¢,4,0 4vte /1� 9. NO SPLICES IN T 'AVERSE STFFI. REINFORCEMENT WILL 3G . 0 3GV O 1 wo//�hei hl wrier see sh1, 9 lL Bc .'ERM1TTFn 6 roti/e� OTHER THAN SHOWN DN THE DRAwIN, WI1HOUf APPi�vAI• "Of ENGIkEFr? NO MORE THAN TWO SPLICES WILL BE PERMfTTEC IN :NT LO+GITWINAL PA; ,>t7 Bowe/bars�i 6"0.� drill BETWEEN TRANSVERSE JOINTS. SPLICES SMALL BE STAGGERED holes /nlo Pr s,mg wall to provide 2'embedinenl for 10 LONGITUDINAL AND TRAN5vEFZSC 6TEf_L SHALL gE LApp.p Ap ay, Ot TE'Frr r :R 6 — I fO J �INS/T/O,v VAR 6-S I ,v i YA�iES Y�q�// .S �r Y.q.���`5 �'.�?.e/�5 - ,, 91 down/s lk�we/s shall ba f r // ,_ q „ , w // , „ , IN // , d , 41 A ,� , ♦ L� // , n 4u // �/ o�/ 40 GRAD 5 En- AT 5PLICES F 1 /0,42' /e o f G 37 48.8 3 N /(1 6-�' ' /� �4 ,/4 /Q 7�! /`2 co 5 -8 g(!}%� 4 -6 5 -8 7(P/2 6 - 7 a / - v H 8 (�/2 4 ' F „ I -/J 7�/2 /2 -Q 5�p/2 4 -6 ¢�Q/f 4� /O �_ epoxied in place F , AND 5t IALL 8E LAPID 45 �4R rel AM I Ffzs fio,. t 0R GO 6Rl1Dr v. .fl AT 5PLICC5. U 37.41_ I S _ /o-s/�2" I i i 2 - -2_ // -O -- =-2 - exisfing sewic rood N .--Remove ex/sling fence Ahandonlfl-/oi�� 37 t 4S.,f9 t 2/. �` /D 9-0" 4114 NIA )V14 11.4 USE- /0� .Y 9' R. B P ER CAL T/e,411 S SjO. D- BO : 4,41. / B SEES SET /6 /C) /6" >�posl i I Z' /»std/ /ilsE•r -/S. Fi// w/Jh grout, j foundolion I Ex/sl/ng }-- ! , yG3is �> �,a 'n�. OPEN CHANNEL STRUCTURAL NOTES I Exis//n - Exi ling, 1. LONGITUDINAL STEEL SHALL TERMINATE TWO INCHES FRCS+ TRAxSYERSE JOIN f MAY BE FORMED WITH • d� -: ����✓C' ,;'STRUCTION JOINTS. • HAPDBOARD ANL CUT BACK TO (HE P-ovido key and 3/e' rubber 6- � 2. TRAN5vF^,,L lc!(NIJ �,• wate.stop (split permitted) LD PER S.BG.f.0 ,�. sp. 16S RO - f OF THE CHAMFER ON THE when,plans so indicate- - _ j. A5fOU-DW5' . 3 �ryR -� EXPOSED, FACE. (>cJ a) IN VA_L.5, L15E TYPE'C"",W 60',9LDAG�6 -- el& E.eT,S' .P.c/O 7W125%'~E!1✓'.//24�lO.r//E Cy.D.U.[/�L_ b) IN INVERT5, U5E TYFr"A'EACH 6o FrUT 4 A 5AW-CUT JOIN't FACII 15 teat max., 12 feet min i' '• *N 3. ALL RECTANGULAR OPEN CHANNEL WALLS SHALL BE FENCED too ACCMQ _ T4, 37'iL! ABOUT i-- (� "�. - I I ►' 3/4 CHAMFEri 047 T H.A�r AAey_4;t;9 A7BA, c�Iveo.cVS Sro.sPEr� �>/O/vf Ifel "124 Dia. lap I -Light weight metal i serts shall be sheet metal tutz;,. . (mtn.) with I.D. 3/1+" greater }.hare O, D, of pipe used, Posts � � SEE DETAIL A „ „ are to TYPE A JOINT be grouted into inserts using neat grout of f _ part of cement and 2 parts �f water. TYPE "N" JOINT _L•_T 11. ".�" sawcu� for wee�er>~c, - re--- (TO BE ACED Al 12 Fl. MIN., 15' MAX.) ' ' ptnn_ :otrr: 3 _ /6` Construct P.C.C. BENCH MARK : NO. 6 7 - Cutoff Wall- m� , CH I Z. " " N. END CURB RETURN, 0 I mt '•-�- _ �° N.W. COR. HILI SIDE RD. & CARNELIAN V O TOP OF FILL SLOPE r r-� 41 x t- -" r ' k ELEV. 1948 . 21 � TOP OF �? �ui --•----- - - _--_ -- �CHANNEL WALL << SYMMETRY I {� I LAP GRADED SURFACE Di- I O [] I 8 1 f �- -#5 Co"* 3 04 M /Z"O.C• 0' CO�{/C, F0orl:1G�TYl a + W IAI --`- `.---------__ ---- ----- Q /6' FROM GHAN/VEL 4} h Ol Ap�% C" / I ( ! WALL �\ F' ` .� a l2"O.C. SACH WAYANo 2 µ► _ -- =fid 0.471_ c� - e� >� " <Lq ! it _ t - _ �_=___�- _- a 3•ccre. END MEW I PLAN �tQ Ol' •' � #5 G aNT. -• 2- #6 CONT. . LO"O.C. --' I - 1 •,n ti 70v A a0Tr. _� _ t .canr� 21hF�' - a, - I 4' C.,NLY FLIP'_ Tongue end on In4i ..action. xC dimension %gall be as desired by manufacturer E L - groove end on oullel section, and will be paid for at IM price paid lot concrete pips. r-- u C 1t p MINIMUM DIMENSIONS ji_ I-1l H • T «..,E.1•r:ePNM A B C v D E lope ' !�• I . . A T reAREII ENO sEC T/oN ONLY, _. _ __ Ca tlSrR UC) 6^r✓roF eteos/av I , ORa7E'CT/GN WALL W//rY Wife - t . __/�-^ I � _� �2 4 z 2 -O 2'U -- zz _ iE_ VIEW B B r� E���(✓qY -Qfi - ! �►, ` 7" le 214 - 2'-3 3 -0 , -T---, -- -- - --- f� L _ _. _. 24 9 t 3 3.7 4 . . . h 4 -6 5-0 PLAN. L!mtt of pvymeM for pip+ _42 t 4 / � �j �'+ �-i-- 1/7\T; 4 8 2 11 -5 - - i- K 7� TE "• •.oorr lie / V C••0 J 6•0 0 Crtub TN COr1 I i I k 1 7a-! X' ) ai 1. 1 Ss•1 4 16E t S� o PIE ✓� CONT .� /2"O.C. �L Lc 1 c I;a t 1 a i L Ic I ,s II Ts' 2:1 f iLL V � -_- GpNgTRUGT R i1}F eD COfJCR• �1.' �� 050 , X�p Imo 'T I L i . I e I 11 ' I I G.$o<. -° SECTION X-X _ - z 2 Pim.. -- --- ! A�» s, zaac'z.ly<r}uz.� esx.. .$+ • •G -G • PRECAST CONCRETE FLARED END SECTION `a� -_-__. _____v `. �y NOTES 1•' / I L_I (1yP/ 36• ti1�} ome.N e,n.r•R ea•,. •w..•. RNs e. [ t DETAIL 1. A C:7,.a C .rtr.rea,.r,r.r 42.4,•A! 2 . c.•<•.•r[e• ,n[,I,nr o.•nice IW pr . .,p+,.•r. -- y Eur o•c+vow,.,.n tc-a.ar<n -a...arra±u reo.+•a. p / - `-- - - QI�.� L rpuna+ra Me, .Irr •' (•� . EO hT•n K•M,ra vwl MII.Jr IR'aN / 2\ \�L� -J �-!". •2O a 4„ �! f S o••.•r•nl>,e.•e..p,,,,7♦ .,r IR,.,M..•Nr M.rrr✓,wc d,rr e•c.,+1.r•.�.r ar p.Q.aM}/ ck.r..1.L -�- 2..,.<or-..o.a u.ee F N.el(o.r.rw Ce;q L� •.. . , -.-- ..i - -.�. __�._ __ ,' � . I � �2 �L_V. PIPE 42-Gr iDer►- 0C -.�_ _ �..•� ••�� _ _ _ _ ' __.. . _ _-.__.__..-_ _ (/ G �j�.G /�Die�2, 1 Cr+.rts or•t c )UUU MALA I6 •ep /a 0 7 / -� CO,:/C. F�'X3T/rc1G 1001,1 1- 12 �I __ - - _ �' _I cfr o,y�v�AGs LG S r_2" I� INSTALL PRS GA��? CQ!'•K�- T_- F- ^R�D I __4 F v0/i(/ TD EYiSJ. Cfi'4.t/i(/G'G i it�Ir` .�GTION• � DETf�);_ `p" �,T RIErNT. CONCRETE COLLAR DETAIL - r_.-��.. _ _ -- /fir S CA&,-- 4r I 0 --� TRucr.ow of A"C"0a1 SECTION A-A 2�U� � ------� I A �. T"E�.n.IT" ,Eo.l»4 �-.- /-/�/�/y t Pl e6 Li. FE , New CyAti/rt/EG a ; �TRE.rCJrl WOT14 f � I •rA � DETAIL GYgLC _--- --•� I I -a�---�, 5.�- )� ) O //V� '�' r r- A. z ego , _ �mak.5"'•"c.,:✓1�, l I � ► I I I ' ' r 'p' R,t 8 E �` 1-�----� 1. ta' stk ft7• J B sur_ Mroc,.w/or e.u«rvf �,,,; i u I • •`� •,.'`- / 3'BC .so'.3 ? '�,Set.0 ? _ ♦L1Ff?:IUt3 �. ( �� t+,,c uE oucsT I �� • v .!• -i ' - - !� I` DPt2.Ivcs ?'IF/?' �-- �JF/Blsm/tbrr A Wow �,,,� �, r;,�, I DETAIL ` SECTION 8 I Etrs o• f7 wro/r/R,Ar ��1 f aln•n sribrrs SECTION A-A r".. j I •�'Rv frrr,: I 1 ' Sanr af.t•n 4 i� t? B f� •SYx.r•o/by �- i 5C9Le �2/'=/ O P '� ,!' � ;� j o' tnc+•vtd ,c ►IPE x H f.L I 1 ( 1ir,nrn,trkc.ra-• / �} ; J ,9n ac>rt DISTANCE »DRtz asT- \ ' tl :• I x � � �...� , � gyp..E• J ♦- �--J B E> �t,Y - - --- E ,-/ r•f,L J �� •- 1 L1 _ 10 C�%7` t-S�i•i1 I=z is T, �� l' e �• --� - - � ---�-7� � � - .:! _ - /CA s�.� /Oil S' L� -- -- - - - �� t 'ar i tK Inelc �� 6.1__ Vii,. c . �?� I v. ;�' , 9 f/�D.00 t�L�.�O �!. .. � " O _ ! 9 - e �� 3 -sem -T 7 J+ ElI 2YI 11� 1!' 16 7' ' lira f F/Bl+w-�•'' - 7 TO O ' l C°nc -� - *� 4 P�•sir Coctlbrr 7 � O , 24 I a -- TYgr„Q_ FP° MAX/M.(,W N'>Kf r y-- ( s _ -'s l I►re/ro,//Orrr,a+�r/ t�R/E'/-- --- 1/AS i CUT-OFF G/P i C C Fence TE nrE .++c�+cw `; I SEE - -- - - - 'P'_< '`-��� � -- �---1- '-- - -- �-� � � ?�6'r,/t1 wsro a olrk-m L � � �U�"TA/L ATL fY y I 1 TY�'„t1_ F0T MAX/Mt/�✓ IS a � 'i,. �-- --, _ ••- � � -+--.-------.._ v��l�_1`iaNe�_}__ _ y.,�.l�ssE y+�l_}fI- rnE A,r_>+;xs Rca.s[no•I ,u/ atoKt cs 1:I pt sTirKx. EFT /:O-ap-.WfMull - ► / %J�/ cam. Tls J -- ({ j r- ALL REwe(Mc.oc 31VL 2.06E of eaarote a .Ajl3. PART LONGITI/D/NAL SE-CT/ON 4G ar►,o��Mwt >_ - _-___. ____ _ 5' -_-- --tw d/.wt l I,tler // • / 2 ) i7 ) - _ cl4esl Irle��4nnE' 4 r.r•o...a ♦- •conact7E srcALL as.�s•1 soR aCTRier�s s.tcrrco. Iii �' i Is,.un ...a.,t (1 S- MDT TU Bf USED C., CY•ettEC7Or ♦I►ES. Ave.a/l j ? ,,nrrrr,+o,.r oo,rom ,s vst•r 47 . 0 L. - r- J 'B \ �tnrrlk°r+r trar,p p of cut O// •.T1✓/ _ _ -; j - APO"= RCP 2Mwn A/tfo/p4" swn.e!v- lrCrpr eA,,,,Wq, rnr • . ....___ . . / /"i, Jn i a eo,. O 16'•c `ri All Corx..r. .hall •. _ ••�. �- - TYRG4[ l271[ MAX/MC/M %,r>p" TYFtCAL f01? M4 X/MCMI ?!'S/b' 4 t"' F'?- S` 30 • ADo z . re„ i �Q tr0'Ortt,M /p•+}t p7C 4st ne,(., DO/1S IG/O_ J.ODC,np E/Irrld t►O//s'1'af't•rs - rD •atn .o,l.I Cle.. A Conan. . - � _ _ __ - • � CO h'Jr T,e�/CTt•�Q'Ci�/T/Ulo.cal,� u I S,tr one rvp/n provroecr Dy Ar.a•rv/ocrvrrr. n/c 1W1Ck1..oH o tvW-V11 . _._- ----- ..Y �i o' .__._ 9• __ 1 __ 4 CONIC. C//V/NG lTYP) RdTn• !/nrCrssnr y_ E NO E VAT + \ N Q S A L .j_ �A« (Tyi�'icAc Ar ✓ _ >(r1 .,I.1i. .z F• IMK+ fAr ry knr,I/•n%nOM hXr "-�&7s/� LE /ON ? d k � 31 /?` S/DES A/VD ENbS) 1 $.at nob. 1 Sl. ueos l / G seas Floc• cut-ell `� tirtns.n, end oda* >Pr rA/em ur \ µgryed wr.�r..v/! //of ey stria+ end, f11/e/It not y a t I$„ hal. „ ..:� :a.n , CONCRETE PIPE ANCHOR DETAIL oa•haro,d poss!D/r! ``, GoTtr r / r zoao .c / B ' \ n•,M •Ian. SEC /ON P-B Cor Rxe oI ' Aemn Darr Ebcr•o/ no tk-m vM a-e'ky.ry �� G` �ON E/yE176E/VC Sl •„• - '--�---T t/ O �^ \ REVISIONS WIrNOCIT STI. FEN/N6 Bfe/v . 1 , °J` \ . �° -•4 w.n. , C P t`AN ENG T Caen r •a<..a:In er'. t. 11 •1 > 7 rn P' < 2 �Y/®/ .s'E T .•ala a., Dno...�:U1.r. � .0 I AND 2 BY ..', M,^ ,.a// °.9 ,.,., OV�RAZ0k/ snl_t k/iAY R7"/t//.03 OF 4� lPGI`' _ - _ ['pQ O O' I eoc.Im n.ln w m . ounoo wu, O 6'•c . G N E o 4 I ..o N e.rnp.cell SECTION A-A LA7M 1 tecur. Ppc. 6 .o oumerlr ) �, ld t r.nlrta •n .an a l_.,1 '4'�'/? h--_+ �I {1E'ry.C[y ►.:.. ...... 1 9'mn - - _ or pw.wu.a .4. ... a ruV j-. _ ..�I.•.Ir •._.,1 •. ,na�,l 840 K W 9TH S s>` hev o-o.. close nn i-i' •r a lt- # - - /EC�f3,GC��/s /�f3/ '1` 1 t ___ UP AN CA 94 -9919 �t �� ti' -,nr, W_ 10 D•a�.n,r ni e1 � I I' r!_ r• � •�_. cncrrr ..v o.oT,uar C . •r, i_ �- $.o. noo• 4 _ I. ,5 Q Igpcea omn rayl i •ate II I If Ikbl l ISr• Rai)I Srr�atsr t• � '•J SnI/er►nq!R o,n� F,r r,am•r.sr rrn! QI Q Q ,► ' ��a I /2' - - for nrna,r-orM sur o "^.vere� r+nc..ett 1 n ( 1 , F,rttt,tin safrs A' a G.Qf?O� i9CCF:5 RP. ' \� A-r laf•K' pr/a,.. �!/ ,' i 1 �2, " _ Do's seer lour. tr/a 1 I' �L _lF uDs!reom tkC! (2 , e 2.� TYPICAL CFiANIJEL LINING DETAIL-CONCRETE PAVED a- 1` -- E+Rnc onr ruo, nrn \ v Snitfr ro-.rs 1 i .�I._ � ilnr,r,.,r : ; � /a o/I N•s. � CG.`enL e �,-- ._ _ .- µ: sc�._E DATE .._ 1 ..,..» r . C. PHIL-L. ' LA GE 1 cc/!•Or, •q//ilii nmrftwl \ 1 :-- • 1 , ,�r 1 In ernvol.ul connluc l,or e,ol.nol, •na t•.,uru[lron In•1noe, iM rnN r.al al .rrDnelrl .nGll M r.Cn InN• C d ev.o.•ofi /rr elo C. I c, ,-' 1 4 t - .� et ,--- � E Add #3 - I � - m ... soul collo- to In. Smnaoro SP III 01 Inc �-���--- RCE G80L 2 \*�` �J �E nD,r .,11 •. ,D(of.a 2 .anraon sl •II �T\\ I , C-- (/ars -"� _ - SIa1r tl Calllo,n;c ` Cr..r.a�,e• J �.,n• EXPIRES 3-31-90 / Mir JJ"/�' IAM: 1�` • � 1 I ---- -- r�1.�11 .0l•1 •rw I.an,.rr,. .ra..Ma .Iw1 =�liswa crit 6' i I - I Sa. SD.c-.d i.w on. 1•. eamlloMl solo ..for:.• to cn on+.0 io,ml _ -s spxrrs `/? \1 hl �� r/thnr,, ,r ; �(� `lC \ / •1 ` j�- -_-- �SEe be><c+�� , ice;"; 7 r _ UC_TION JOINT REVISED TRAPEZOIDAL CHANNEL DETAILS ♦ /� 1 /// `ji,���l/ / rwcel Cwnrr $rc1•on •n CON$TR O Y• -- . t, , , [iUT'Ol`T(./P 1 T Aft'�•�*� inn .ne rcanl. •.. d•5G'en.rrs f'/?•['rr5✓ - � �F114 a , , • 1 �\ �• .., a So• cul I,m,•n,. ..o Dnp n. 6. ill rnnlorc.m.nl ••oU ano11 N wDo•r... w hu )CALE - V •11. vwnr Iw, .a .1r r nl •nQ ua solo alr.nfon, el c'wu.rm«n .00c.np . 3'�Z•„� I P/B T - n I .onr •t Il.r cnonr+.1 •I 20 r 0C ill lf.n sna lo.l '' �'�"' -- ~ i � ` ✓•on W e.oe.a IU from <ou [a-oIl .all dorm. rMll 1r .,{• os au ec l.a e, IM Enamor '•r f A4-- - '�-� 1 ••o..•..I. ,a .lain ory l0 0 arDi►of rlln•n 1/7••} fM rnnlwt. 7 '.N DD':.a .a 1. Inti1 n. pnr.a W, •wr n... ...� . ,< Q _ I - y ^ 1 /00/ it///LCA' �a», a .,y Ian ena .hall.. .•L n f, .one. INCREASED LATERAL SIZE AND D-LOAD AT 25+80. CHANGED .- -- h'' ' /• �' : ; - Atwe fA-nk�,n p(k'0/kl •, vl. a o 1, 1" .wrolv.Q .....a a p.... I •r '? to, pxv K > to cto of/rv!/s ori L!/T" ��� dco / eDrc+.a 0i IME GRADE OF. LATERAL AT 25+80, MODIFIED ELEVATION OF �f ON Ki' t -- - - - - /Q 1 /O �TYP s B.cFc.o sTQ sP�2 -.. ..: sUDra v«.. a 1M w.- $noon, /,nr � -- �_----_-- �o/h ¢ J oI ,.ni •, • 1.an1 1.�...na `.••1 FINISHED SURFACE OF CONCRETE SLAB AT 25+80 TO MATCH Z !/ r,rle:a, moll a R_t. .1.<f Ire. ." •n: -.0 •+ CHANNEL. . • r M / 1 2� O ar:lre wn,•rr oa7 m is o,!,c noir mrntrsr en!vr t t NOTE'f'ROV/046 a e� �' ��r' d m^ww W/ 7',n,r, !V pror/Or !•Ire+ rrrrkZiftrnr,'Op, NO 4r„rMf /,O � �Q Q - - �� � /z"Q'wE`s ¢�P`��PR°N D �SCRiPTiONof REVISION /8"O.C.AT CURBS - CURB 6pvl- '' L_ NOTE PLAN kw o/:,air - O CyiQ AAIZ7 r4/9PdVY �-� - EACH S/G� i 24 j+7' DATE APPROVE Z TYf�/1C'i4 L SACT/O�✓ �. OF'��t/ �t/it/E'G A17__,57. "H r YA/e/ES FROM //'T05 ' C':70.1,Cur. I ers�.s9 FE�cE I'w„ - 2 ' '[„- 3t'o 43 " O OFfWALL' ,) SPLXTAorf ro�aF/IEA CITY of RANCHO CUCAMONGA EG EV. "cZ' = 2257.52 Tor of skew �7 T � f; -03 GI/'LL�rA/C ' AT LEP,' VAR/ES 32'TO 30' ' ) YAR/ES ) t' �f , y��' j :; LC.[. nce e5.5 'T0 27.5' ...14 G�'A�EP ACGE Ro /f�/.O$ Sloor w7rs.,:/P sree�er/ x . xANOe 10210 r W,4RP�D W/NGWA1.LS a/atE - - / •,wrf:F Le�rlerl S"1 t+p p hr/tr, ( I,/*`IF'T. M/It/ - Lir7�a/ WALL' D/M.CNS/ONS ANO REINFORCING 1S7if==,V/NG Bf Art! D/Mr/VSIOh'S ANG REINF-ORClNG ! �.hs F"z. •.rrrr•N',t,a, >/O" ,-o• 1 i a :.Q,� .• + Ererrerrlr -- - I INEDETAILS r •�• IB.a KSS 1 /o' I !� I lw' 1 /6' i /B' ► 20' uu AW' �' 1 , .�,,i, ,�,.•�n apr ���� CONCRETE N C R E T E SIDE INLET S vor B' I ?CI' I ?r i 3C 135 I/O'or trtCs^r Qj / Frw r /ori- mint "4 p I? 4.7, - "5 AY •S v -6 ti 6 "7,G 7 r 6 �Lr I Ab r►^0� !, �at+•its � P t7'.t w•qr 1 wars - �' /B• � � • , i - � • • Q I AND I*rv- 'Orr rr,r}1 a ,:-t? ,4�I?'•4 ♦/? -4 • 17'"art?' 4. t r'4 r -J ro /I+�Yn 1A4C mans,r,n.?'tt. - -(6. r / , t� n; 1 - /tQ d X - ? /? 8 I10CL nta+a IbL+cell •I /t - .eE-W/4,w/d -1 LFrew-racy fn , 4 G /? 'J F t? '4 ,b/? •4 V /9•'4 r/C.•4 w f7 •4 r E i /C wa/ a = /-0' '<.?gyp N �LlOtvblr°rrrr I/rrc• roCt rr n e , .a G t "4 1:/ -4 P "4 As 14 6 7 'Q 6 -' •*-- ' ( - _ • .� 4 a`+.: S���O� STORM DRAIN DETAIL '< : t? Q G 1? '4 t?"4 ►t? •4 r ,?''4 r 1?'J t?+ / To l 6-'6 B•, t n�~J .a r !-,l?' i :- ----=--f I A u r e - - CONC. I-/I Y/I V G Ifrro- torr rrme •4 o a •'a o e .r4`, y ,•S ., F ,.6 r .6 6 . i o ' t6 I 1 Apron To/ 6 7 B r• m r, c' ? o' °• "S b aA /Es P 2QCU/Vc/? T� Gin✓�o A PP ROY E D BY TE 1 E 6 F f 9� n t S_CT/�' f-F Df- E An} ,S ?:o' rye°rlr H> n coNST cur�,eF OIG4ees VAR/ES FR 1'y/4OETA/L ' f'L/4/t� � � DA ova// 7. 6 •B , � 4 o A. 2f 73_ .O /4'Tt�/�' EN ERGE/V � !`^° r+roo.v,t7Fn°.ot/ 6 6 e To �J B: �6• ,/{ ArS'l J p CyOUE�P 1,0W SP111WfV GTY ENGINEER �, j �'� , 6' 6 9t;^ tt• r-t' u?D ' I lo/ B•'9 TyF�/C/`lL S'��'T/O/(, '�' ,B�• rG✓EE1�/ Ti�i9s/i�11i9�'.�S 2 r /vaz 70 6C46E RCE No 23889 DESIGN L;rrvi//e �G.� Z.6, In6. R oG� ENDED Nous watts A-%�W a lev 2 Aurc•/fial-ye;ro.-rn Iboe• /TJ icv It; �&-r-O w /rv,a pre us r 36 0i Cu I/ b vory G or vehlpra .e// vn/foemll, born ,not o/ cut-Ofl .e/l ro /not of hetlowIl/ Or tndwoft, IV, ,not ice•>!�'. 2�e 48. 0.3 T� 2 ''c' 73. 03 SAN BERNARDINO COUNTY SAN BERNARDINO COUNTY ' Dirn.r,Trons 'L', •w; N; 'Elev W, '-4^y,e of flare ',one rnd Slone ' (as arp+r)arc sno+rl on "w pans. NOT TO S CA L E FLOOD CONTROL DISTRICT FLOOD CONTROL DISTRICT 93304505;e//"'IV I e46 6vl*19 REVISIONS DRAWN /�anch� Cucar„o,7fa)4111 9/7�p ET Tf?�/1I5/T/ON .�'Ti�UCTU/?e .5,�4, f //O.g fD 1f474�� APPROVED ON 19-��- APPROVED ,-i� 2,3 198 ¢ Telelz7 ione: ?•+4)969-3922 16 0 PIPE CULVERT HEADWALLS WARPED WINGWALLS OPEN TRAPEZOIDAL CHANNEL � OF_ ______ - --_.__.-_..___t , -_ ._-_ _. ____ _. _.__ . _ ._..____ _. __._ ����� C tiE C K E D ��--- �- '-� RICE. No 4'�:�? _.____.n_ _¢.. DRAWING NC. CALTRANS STD. D-86-B I�E AIi� S DIRECTOR, DEPT. TRANSPORTATION Vfie N. tnr ;, ' AND FLOOD CONTROL DIRECPOR, DEPT. TRANSPORTATION & FLOOD CONTROL ;iROZZ 79G'D � ms's' FILE No _ GENERAL NOTES - • SEE DETPIL"A"-� 0.2" o.2H R E N C H MARK: NO. 6 7 / 1. For boxes with Span or Height less than any j 1 « ._ of those shown in table, use next greater 6. CHIZ. [1 N. END CURB RETURN, s1,=AN 1 o size box concrete di-mt--nsio;i�s anc' reinforce- • r'' `' - - - ►+ElofiT 3 6 7 e 9 10anent. Make necessary changes in bar lengths = u••• o•l, M9 N.W. CUR. HILLSIDE RD. & CARNELIA .' ELEV. 1948 . 21 9 Neoftm Eei Covell 10120 10 20 l0 ?0 10 20110 20 10120 F anti quantities. ) �•� , lle Beef_ T. a !ro i s !a_ a w� a No 1 e iu' 1e I I Z• Quantities are approximate and for design - Tt 8 8 �rt9 1 ! 19 8 I Is' II+ yi I pp gin '• " 1 e Irnverl Tit a I 4 12 q 12 4 12 9 IZ / 12 purposes only. 6 ■ 6 VERT 3"st2 :tltr' s swcM 13112 12 1 12 " 1 11 'o ' '' " to " 10 3. For boxes with Span or Height or cover = I •+.«• Ste �« r 6 6 7 6 7 6 T a lb s s greater than those shown in tables, a special i Site �« s� 6 7 6 6 y 6 7 6 6 7 7 g p •1' 0tr„l,nl,lon a II II •1113 0 2 II3 9 •II 3 9 -II 3 912 1- ! design is required. t Tw;e.b 2'INM TY Vest-t! wwR y l,Rl•�N NnR fabrif i Dtr*w�e'61' 1013 0 Iq5 0 1 I�-pL1 1015 014 I '0 4.7 4-7 0 . win oil, ■9'-d ars 4. Zt is pPT-n+� saahle to F+1 itt+�rta+te the 180 hooks �`` .«• DESIGN NOTES. � Stt■ Bar tr 6 7 6 7 6 ' 6 17 7 1717 7 •.,t pot wrrn ea.el,ott7Rt1 � ` Dtmevolim -P-413-417-411 7 714 818 214- 17-714-e 7-T .8 on every other bar. / as Ste Borax 4 ! 1 4 4 4 1 4 4 4 4 ! . s s S. "e" bars are at half spicing. '-- onaato Cr/L I 6.823029524_3 256' 1;27 ;377 1 2 « « 0' `�""' 'o' ''''.o SDeCtt"'Jt►OrtS 6. a bars are at half spacing. 3'=12 Z .PASHTO doled 1977 with -evlslons and as supplemented 9nd a Plonntng and Des Manual. Rl,tnfl,ruw■nt 11■/LF 191 26Ti23�2t15126Q'32S!300!339!3H !327!36 n S -- 7. Provide paving notch when top is exposed and � ; by 4 ►g^ Qea•I• win 1{�rnrw Na■tl a when pavement is P.C.C. , and adjust quantities. w 016'%1 err- cele vrvl,to gots Ihrc•Q h•^+• ,; Secto t ori- dest?ned for culverts where foundutlons will support the sod press-rres shown for E" e*°°t ti 1'O'�' SEE DETAIL '�" a fill ' ts. to 20 maximum. �1� le eecA t.ar fY' by wi�tt ! C"bers Wool 01, of -enfiltee •C' FQrrtt CaV r n QSSumCA 10 be t,nlform 4s trot, .�. 0eft �"� •e• t►e.■ i0 T- - o� y+ For varlai•le transverse cover heights, a speclai design is required �-r-- :6- 87321 DRILL 2 1/2'� t .- Tq fo0ne ro lavHOLES EACH LEG , . •:. from�th ,Os ' LoodFixaOrS 1.5D + 1.5E+2.S (l+ I) Where =Dead LOOd iwill,-t. anE=Forth LOOd -L ive Load 3II win rItlots " "orad"« co"+1. x ' SECTION AA 3 ■t2 xtw}2t) .tloCopp Y•4 t Mn 0.23 St. . cit reductgn flxtor a tnck,ded Oro.or C 0,best ' 6"■6"VERTLva bad-for cover ever Y' s eeei"2 SUPPORTHS20 GALV. - L 3"■3"= V4I ROAf- 30% impact toy Cover, tii+G wina' v. 4 WALK GATEROOF SECTION uP 1 arbour cover 0 tle". SPANS 14' THRU 14• Walls: No surcharge •re"ltor GALV -4"■3/8"LAG SCRfw � NoImpact Y'cl. ItwNl El.vwte" � G17i► I. 3/a"HOLEW 10 'river IT" ' FOR E A-ear 4 �' /� r , Whee; ood distribution on-ft roof is E-dt06S and k cOncenhoted E ftceAPO b'»aGa1_v r;'tc3/t3'a1vcH 90LT-1 }�. ( 1e- ST�i, . . .. transversely. Wh",1 load distribution an the invert is ' iongrtudenolly and uniformaver the width of the culvert Traffic is Orlalyred parallel b th* moin (tronsvers.,) Alo N.. • •FLAT PATIPIT' reinforcement. 75 times t ods d de th o oer,butt nott ins iongrtrod is inifor, � ud�nola tthanw�W�su��KEYED CONST. JOIN f '- Ar 4`Cv 12-3 LONG WITH tiatom several aRteCl concerttroticxts overtup, the tool load shad be consR;ered as EXPOSED ENDS HEAVILY Y GREASED. uriformy 6-trlbuted aver the Oreo defined by the outside limits of the inlivii ureas, �� 1--� •e't►en PAIL A but the oireroll lomtu I •ol dimension sholl not exceed the f•.*.i-,1 Imgth of the 4: s,.■ Tz NOTES : supporting slob Neglect live load when cover b greater thou 6' '-id exceeds distor1. NAIL 3"■12" TO VERTICAL SUPPORTS between extenor atolls TYPICAL SECTION-SPANS 10' • der* - WITH a0e GALV. NAILS 3'� S/c . �©LL SECTION � ' 4LL LUMF3ER SHALL eE Wheel bad distribution on the ItlVeft K the santte aS On tltc root hit not less than 7' SPANS 10 THRU 14' DOUGLAS FIR, 1500 t CONSTRUCTION ! longitudinally Or the width of the invert transversely.GRADE CREOS0 W PER ULTRkN& STD. Fermi+ loud. SPEC. t3gTt`D viol 1'!';i �`CTION 5G• AI VELO�CONMIM AM Earth pressures for two conditio(PRECAST CONCRETE'-Ptl°E) 1,40 lbc/cu f1 vertical, 42 lbs /cu ft hpritrontal. 140 tbshv h verticol, 140 lbs/cu tt hararrital.ZSINGLE BOX• CULVERT TIMBER BULKHEAD DETAIL `______.: _____: - Tile honrorttal eta tit pressure shall not be diminist-ee (for stab p.sitive mor-a,t IV to A/4 SCA GE3 cwef).I" stresses- rj­ GENERAL NOTES o FLOW VELOCITY CONTROL RING �- f c = 3 I� 'X51fy - -60 KSI L DRAINAGENOTW�WROMYCCOir Ot PRECAST MCTANS n = 9 SHAL L BEPLACED ON THF PIPE INVERT AND CENTERED ON X25 CTHE PIPE CENTER LIVE. DRANNAGEstributitxt d bots-NOTCH �--� �DETAI[Ap" Uc ro 2' caw�4 JJ ',•� 2. THE LOCATION AAV SPAC/NG OF 7W VELOCITY COIVTROL AIRINGS ARE SHOWN CN THE PROJECT PLANS. THESPACING . Express1d as o percent of rrtoirt positive .1001CX•COIlef11 reautred' 1101 irem 50e/ (t •less &FTWEEN Ti'',L`-R/NGS Sf•+ILILL BE A MUL T/BLE OIF 4 FEET• PRECAST CONCRETE SECTION AI-AI traffic longltudnal)41 40 Z V A PRECAST CONCRETE VELOCITY CONTROL RINGS SHALL BE PIPE SECTION NOT TO SCALE O� 2' cover -Y ,�lZ28/ MANUFACTURED PER SECTION 207-2 OF THE STANDARD NOF TO SCk"t *4 � llEr rrb•ximum.SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION¢ e �� � CREINFORCING STEEL CAGES SHALL BE THE SAME AS THAT_ � OF THE ADJACENT PIPE EXCEPT THAT AN ADDITIONAL CAGE 3/JG Shear: Moximt>rtl oliowabk shear, v = 3.5MAY BE ADDED. THE RING DOES NOT HAVE TO BED-LOAD7TESTED. C C . paDIRAIINAGENO1CH Maximum shear is token at a distal d from f►te suppco i member � � VALUES D 4ND H ARE SHOWN ON THE PROJECT PLANS. TY•+L�po. VALUE H SHALL BE A MUL TIPLE OF ONE. AND ONE-HALF INCH F.S. RCP INVERT %60r r/T OF/e- S. THE MINIMUM INSIDE DIAMETER(D-2H)SHALL BE 36 INCh!ES. Q Exc��- I;?-MIN0 ar 4-i-li OIC r, snv Compressive reinfacentenr and negative-nonertt reducnm (for continuity) do not apply6. 3/B 11VCN DIAMETER R£1NFORCING STEEL RODS /2 NVChES LQNG � I � ANCi�IR OR EQU/VALENTWELDED TO THE REIAFORCING CAGES MAY RE USED NV PLACE __I�„R - @ Axid boding on members has not been Considered OF THE J-BOLTS OR STUD ANCHORS. cc (OPTIOiVALELEVATION STRENGTH NON SHRINK GROUT,IDETAIL "A3" i s` `#; REVISIONS I AND 2 BY SETAs�ALA2NOT 70 SCALE ' � C P LANG ENG1 ERS 840 K W 9T STUPLAfJD G� 46-9919T�'-) VELOCITY CONTROL RING -D DN Li .C EE TYP/CAI. AMeM Vdv4q p cNA c c L A C F C D 2 E I YPRECAST CONCRETE PIPE SECTION prNi s Sy��T _ HILLI L GATE OET,9/c sf2'o.C. ` RCE 2802a � EXPIRES 3-31-90�jc.� ,�fy��y24 Z4p CONS (RUCTION NOTES=• 'Construction bads: �qA"5 D1gStrutting required as slto+w+ on,,standard pliCni tonstruction Loods on CL*.A-w s�. �T= r7 �2ktvertNo expons putts shall be perft'rtteQ.Roof and wolfs: A _ � o • e• - - _ When cover is less than soon length- GRP Place ✓�' expansion joint filler of 3C2 centers outside the paved roodwoy bees 2 A04ED I/ELOC?Y CO/✓TiPOL /P�NG3 !JE'TA/Land ploce stondard bridge detail 3-2 at 30' centers under paved roadway bees.cover is more than spon _ ¢ � �D��,C' •� wPlace V2" ex�ortsion joint f11�of 301t cents aid additional V2" expansion taints I IYO RSIV/S/OWSTO C414A*VAZ OETA/L.S'� -d bt`.otlar� If ch�+ge n Iolxbof:on choroctRr, as dr-rted bq the en►glrtetr. Tf,�iS S/f�ETConstmim jpM1iDESCRIPT IONof REVISIONWWJ- ! lb Temporary joints may be pertnitted if normal for radial) to t of RCB. Otherwise, DATE APPROVE the eontroctcr a to s tii nt a proposal for consideraton eIVTCITY of RANCHO CUCAMONGA s•a,ic�: waftsawe Ib be provided art OdO ttrtd/br outlet unless adjomd chonnei isPICAL SEC'T'IONtined and tnless ofhervltise shown. These welts ore to be extended if scar eondii ns worm,. TRACT NQ.� 1X21O191RhPWT R>C'llyreol'�NPN�' -�, Eorttif .See StoMord Ran A 62-E «Tt�� � � � �x+cfnl c�arrs. S•e•C,Fl,C.D. OWNED FSC/L T��FE-r '•P• a �' l Y • �c• • ac• ci• �. --- - .-- - -_ .___ SAN BERNARDINO COUNTY�' CUT-I FF WALL DETAIL R.C.B. SECTIONS ANDDETAILS a .4 �¢ RENISOND CONTROL DISTRICT AND VELOCITY CONTROL RING STD. DWG. NO 5C.4I•cc APPROVED ON 19e ' 4 '� APPROVED BY GATE �'3 �IO' 7 +e8 9 �` ST4i%Ot/ N . /.7 1ElNf. 1c 7 a 9Q,< oz 2� �!p 41 /-d TM^�.1"e DIRECTOR, DEPT. TRANSPo TATION UTY ENGINEER, RCE.No 23889 14 ' {7 !8 #9 35,` 53.75 - x!/17 , �¢ 20 ftT PLa'tN- �'D AND FLOOD CONTROLDESIGNL �v%// -G� LSIRECOhoiMENDED 37(45./7 � -" SAN BECONTRINO COUNTY 900-4945e/irrf/?do 1 /FLOOD CONTROL DISTRICT �hGI7� G,v/f�m`'n d,'►w�/, �9� DRAWN � 1✓f�/IL/ 7., APPROVED /'i/ ?3 198 ¢ Te/ema ne:C7/4,'949�2? SNFET PARAPET WALL DETAIL � 16 of16 Aw �1.z CHECKED �---�+ -►�. _�. No Z4�40 n� /n�, RCE. DR A�'Y IN G N0. DIRECTOR, DEPT. TRANSPORTATION 6 FLOOD CONTROL DATE Yl�s FILE Nt>�9W Y 6- Slee f 16 .2