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HomeMy WebLinkAbout2809-2,�A• t --'-+---------------E w--------------------.-�-� �ieijii , Sill AW ftwa N 202100 NOTES r -1 �" daevepow Ncetione Ifie. 2 - 019 7 - - � A ; t '- 2-096+ 0 ePr ,0-54 10-54 WIWIarm I�tib y"70 L CSOWT l P/i[: - - - - - �-• fi - r Step Somini DE l'A I L ,� - - - - r - Gmib CONSTRUCT C.B. N0. 1 PER LACFCD STD. NO. 2-D160 (W= 0. S;) (SEE DETAIL ON SHEET NO. 2) "� - - Dowty pM DebN Locate pipe of the dowea/►earn all of M• NsM volm spacifically noted oNterwlse on M►s vowel ONO. M. I I g ►>!r►. EA z INSTALL BRICK & MORTAR PLUG SEE DETAIL SHEET 2 � r`� �•1 IPO shell N tri,ntwad: to the final sM►a teal longi$$ before the plecaoseM of the cawre/e. : � see Note e 13,600 .4- It - .ter -- e%/,-7 S ic/X,::: 432 F,, 4e7,74Cr4A gt_, 4 /!-.f -0W X -6-S',f4 d,O 0-f2f,o�G caul r'iET.vi. . .. - "` LOCAL DEPRESSION NO. 2 PER LACFCD STD. NO. 2-D88 (SEE DETAIL ON SHEET NO. 4) ' • 300© •i ester. ser M N M. 4 0 �s "4 20 tete. w• - REMOVE EXIST. DRAINAGE STRUCTURE owT[ 1 oro IAO CONST. T.S. NO. 1 PER LACFCD STD. NO. 2-D235 (SEE DETAIL ON SHEET NO. 4 r 6 JOIN EXISTING CONCRETE CHANNEL WITH R.C.B. PER DETAIL ON SHEET NO. 3 CoVIrMC/rill -- ' - Floor of the basin shell slope from aft wafts to IM CONSTRUCT M.H. NO. 4 PER LACFCD STD. NO. 2-D113 (SEE DETAIL ON SHEET NO. 3) i � 'E • •�'' ` �'i Sllrrlr - - - r .Y I� a' K evil*$ and shell be given s assi- troweled surface OowM- - -'' I i - ,-•r - 6 -"�'•= - Mal Curvature of the tiff and the side welts of the guNat opening shell be formed op g by curved form:. too =r 4S' LF tr2 si►""er ' K Surface of ON onpesed cencroe so" coalwas in graft, :..: sur AAw - ,.-swp.rl /rI► �N1t t••/71 /Ll,dr.! 11121 1T • �J�O �- -AWw slope, tole., and finish to the existing, or LF , CONSTRUCT 3(9* DIA. RC? 51V8 ,A'i' •�-- - _ 4.200+ao4GV proposed.curb end walk adjacent to the bosie. - • : W • s +� TAN O • +t -• NS AAj in FEET ificirpTy mock is a maim s • ew«ri A-, . 3ur RadiJ`S- -; ,.5. , 3. REQ : I Sod. Dwo No, i -D m ) Top Slab - No. 3 or No. 4 bars I$ cN as rewired an Me - FLOW 4"Redbs� r.- { - `- Ancher pK 1 - - - -' - -� + - t� ,,� Structural Plan. Woffs end Floor- As rewired by SN. Dwg. No. 2-0172. DNo. 2-D232 1 W. sift -- - 30 me" 4.jNgNWK- Dw. A Curb fate et catch bsai,t opening IEsist. C. F. f K ) obW as ~wise rewired so SA"Awof Drow�inP t - 0251. TJbs sA./i a. f oro* mor 1*0 be as required by Std Dw9s. Nos. 2- 0 SS, 2-0415 or Ile as shown on the general plan. - TOP SLAB - STRUCTURAL. PLAN Catch basins far W a $0 hat or snare shell have a w Ve irk! A�eal# 0000ft M• OffISAW0 V er r, ar to M• ~ /oww Pod• len#M. • "•r - - 4-L depth al the vpatreem 0" 0400 ft "a curb fees of The catch basin plus 12 inches. & be# in so cow shall , i 4 Y's ~, w Ar/d ftf rpm #p#r~l o/ ►A• A1NdN'. S Callao" lbw r.1A~IRr,Ir s srly/1 b•Q4�P-C-2�t71D0 ar diNh1►. the step* of IM floor esceed 3.1 . ,Sid. From and C w- 14'- 0"; end b- 3'- 2", woes* oomwiee *am. � A M'11da swrf/terp std►wrr homers Ce�rtrMefrpts are sarpperled dw► e�anc�rNe sa�erfi, is, � per Dag. No. 2 - M - 1 V a 4' - 00, unless otherwise •haw,•. "3 ����` Anchor, -Feet plate eRd 0 1 a Gur if V a 4'- Our or less. �� �%` ♦ f,M OrrO Na 2-fiag • or'4 bars, 4 rog'd �. t • ` if V • 4*- 1 " l* 0'-0'. r i-- , `- - --i--- t a 10- if V29% I - or more. ►----= - ------t _, ,• N C� we ♦ wt►w arepictorial so, wwI f e • N eAvrttw•p Ms/reef�•� . ----_ 3 , f ,Sore*/ or 1 S T (SN. 0"'g No. 2-0 96 1 .. T REVISIONS LOS ANGELES COUNTY Ds>,tre1 �t-1' q'; 1 v*; L.D.swhco 1 V to V-O"tMcl. 1 piece one *1**12 inches shots the '"' rwww e��t �-- .•�„ • it --• ►--- `fb I--------� 1 t Ilett of The bee#*. V over 3'-0" steps el 12 -inch inlarwta frays the DOM1�Ono -' 1 : ' Praeclion Alar end i ,plata floor of the basin with the top step at 12 inches (•ninilmotl wt %%� 4� ,_gyp per Owl. fro. L ' = •: Support loft per I D0 175 below the top surface of the top slob. DETAIL OF DOWEL $i _ 11 4o •it 2-496 end Note s ' 2 t f LOS ANGELES COUNTY :1 MI • /!•t > t •t 1 SANITARY SEWER FLOOD CONTROLDISTRICT �� :::.;; I bAlternate i connections W Dwg. No. 2-0224 IVLcvAGIlArlf�wdwlctlrri CATCH BASIN NO. 3 swowwwwwwwwr flllfJ'wltf !P/ $Silt "meArM�fM "-'I Walla l* eeMe$ I rw •. w•w■r•. •. ,t�.ii.L PLAN, SECTION, doled 50 , from oil directions-,% t OATt AND DETAILS »•••••• REVISIONS NONE MOV. '.fE f A.S.M. -- ,rAwt eAra e.wcovism ' ta, - ------ t..rt■.• « A 8-0.,71 r , . w •••,t,•• as w•,■ • ti a• .,rb.•u,w. too L - - I a �' -_ `-3•- I _ - I ' . 7 - - -- - - - - - - -vol Ma•rwNN• « c_ r" MM11K Me 11 � -�L w r swap N■vtr a «a,._a• « Subsmk opiienel•' -a•1 i-� w.rwor a ver G. J. P «••-.�.. N SECTION A -A acwLtOAT[ cows• ttaawt t DWG. No. 2- D T s (•,. w N. NONE 9 - 15' X68 SHEET I or I NOTES F _ _ _ A _ f t - TA& f of ImMas Ar rev en Ms t - CENTEROFMAWOLf 3MfT3ho/l he locotedevercenterahneaf.2ramp t 1 � - t�kjt� b � �tosArPdwd t P _ drain when dimmier^ q i3,08 •or less, in which dose place f b�wi jym- 'Id f tors ' ' S �„ 1 L Ob 3 IIq-- rental o!/tslidr rnetr,ca/ =ben ahv/rat$'SewiMcenlM►'/in�tondcxniiJb�ur'�. -- _ - - I T i i tbcw of 3 - Df Alt 4 - _e th ofm�onhoip f r a n 3try et tot of tar ._- 3'aur 1 _ .04. Nears Ole" than ?'t0f �pared Streetor3'-6'f r� 3 frwf,caWnwcl At . _ _ I' •tp. d,�plsrttar - 1 -i•-O• 101 9 morloltf/w 3hcO os per 007t/ M. 3htT Y furany depth ofm�ovrlak+�rn►�ooyy � `_ _ becon3ftucWo3 per Aetall M. Whendliarmfor Of i3 44'ar Aysaniwr• i! bet's �; " ^'bn9 t of shoot be low ted a3 note Z. J L oto t:�o # 3de bar! 4. - THiCXNfM OF AEGIS steal/ � tb A� 1W EII sit. 3"a C • - ' - t 6'cic 1b 1rty�le � PLAN ofw� n�'J ter' Prfx ro oar � orfna took but31oNnotbe le33 than tabubr m1, fbr fshowrn an ftH3 plan. is her (Rw193 and corer not shown) 3 - IPf/NFOPPC/MG 3TEFL to be per 2 -Din, c%r ft m fblceof concrete 1 t stitiet yraoM .- Concrete r in" unAe33 stanrat ottaerwi3e. OMIt itN33tEP : ; S"r 11 &741 3ea>' _ „ i STEPS ShrDl/Orr /1'xlYAff, OniZGrd 3fl'�pftlt7d on�[hd'19dnot ks3 ' f .•-.. - - �- ' - -«-� in fated 3tnre13 • - - - - - for. ol+f.+d _ 11-0 ttxm 6•Irirt*3 in the owlb of Structure. Unlem other•woe 3h mvn PLA IN Da' • - t_ 1q f 'TlirM b' l ' rhe apocirgaha✓/ be 14"%/5'0. c(�TTiie Aatnelt3teps►lol�►rw�i 2e naorlt tllo�n ( fir not alaawrt) �• Ir6urRr'yveedy/neirh - _Z4• •6 . c' H Ger• Z'-6-06MV the inWrt. T** $/d Dwg 2-0 96 • Mz►hate tha►>�and `rAr w�Onva- f _ , .. 7- R/�GS, RfOlfiCfRAMD PVR` for ome33sW& �ha/l br aeufi�d o? arlbr• 3tnvett�►adr• •4', '; - _ ff b" aW neat pointed or wrpred rn310e thie3hof'Y. awes • Plait! tib. Z -AW , 7t ® }.. � i.., V 106'4! �l . - - -� - Canrntlk art/ i - • - -./ hair! e - 3TAT/AN of mnvahoAe3 slaowrl a�n pvbn algnly otc�enMrol'alnfY ., rw�g� t 1 • .)- t��urld • • flew tiow gown otstoho 3 rte era to prolonged h,7wtgrT */Amp e SAI- Dai :• - 9 - FLOOR of rnnhoAe3ho11 be steel -trowieled tosp�ringrng line. A ..• - MVnLm ? -ILO} Ova h R. to 3 JO- BODY of rlaonhols shall bre potowdin one cartirxxxis ten, pa&, d3tfWt3 except Hato corllltnxti n the itudinol k �ryxV Alrrltrnu►rl 30-60w/1fh beplocaalOt the 3pra�ging!/ne. ?yt• Z- ; u►rpr�sd 3traTA -;-, N- LfNGTN L AN fM8f0a/f1VT P J/rl/ I>e tft OtAbwkV soAuAa ' - _ See Moor 3. un/es3 otherwise 3how►n on pion. DETAIL lb• De -96•or lieu, L •J' 6r. P.5• •tib.. � -=:=�- f sera V . • •- (See Note 3 ) M,. ,• Abund Tie bar De owr• 96', 1-6'O'. P•d' edge3 r e ".1 Dors envb 3prinov lowt • Inlet Wom ro" • •- • OAOII t3 of thi$p*N t ••-'�- `• 14,/8bc bolo to - be utGd not" 4,is SECTION A -A GO'crolyl,•r POO mat Amw f bar.- -, Je 1 , -Le Oo When L greenertmf thfft t Shat n a6o#e is 3pwifil�d. D bw5 3W N b@ continued 6'o c. it - D BARS shall be "4 fbr Ot -3900r k•33, 05 fbr Of • 42' M 04 "Wlc1uWm and '61t ra De -30 -or ovW Tito bom3 VW# be •3 balm B- f� - 3000 p.3.i of Z6 aby3. CAntL-Mote Of ri lkst pipe fi 1nft13Wt initalf fbce of cache of 4orirVWy line unless otherwise staown. jO /5. Wwo Pressure M.on&* Ab.2is spocoh �d an pAw4s see SAI! Owl 2-D?10 " ft J. SUPERSEDES DWG. NO 2-DI03 REFERENCES REVISIONS LOS ANGELES COUNTY 2.D10? rwww e.,t Ie.eow.n»" FLOOD CONTROL. DISTRICT 210171 16-33 ftrheai 1 �ieijii , Sill AW ftwa N 202100 1 3 4 (D-_ 7 9 1 12 1 1 1 1 1 1 0__ 0__ 23 25 0__ 34 9 45 2� 2 26 ' ZTZ daevepow MANHOLE N0.2 �; t ._�IRISmaimNuminim' 2-096+ 0 ePr ,0-54 10-54 WIWIarm I�tib y"70 . y1- CONSTRUCT 60" DiA. R.C.P. - 1350 DLOAD LF /tea Step Somini DE l'A I L ,� - - - - r - Gmib CONSTRUCT C.B. N0. 1 PER LACFCD STD. NO. 2-D160 (W= 0. S;) (SEE DETAIL ON SHEET NO. 2) EA "ORIN /-7d M. • i9efar/ A *Poor i po/rff�j EA z INSTALL BRICK & MORTAR PLUG SEE DETAIL SHEET 2 S*WMlr1 N,,, �� � � . �•1 r 'm see Note e 13,600 .4- It - .ter -- e%/,-7 S ic/X,::: 432 F,, 4e7,74Cr4A gt_, 4 /!-.f -0W X -6-S',f4 d,O 0-f2f,o�G caul r'iET.vi. . .. - When L greenertmf thfft t Shat n a6o#e is 3pwifil�d. D bw5 3W N b@ continued 6'o c. it - D BARS shall be "4 fbr Ot -3900r k•33, 05 fbr Of • 42' M 04 "Wlc1uWm and '61t ra De -30 -or ovW Tito bom3 VW# be •3 balm B- f� - 3000 p.3.i of Z6 aby3. CAntL-Mote Of ri lkst pipe fi 1nft13Wt initalf fbce of cache of 4orirVWy line unless otherwise staown. jO /5. Wwo Pressure M.on&* Ab.2is spocoh �d an pAw4s see SAI! Owl 2-D?10 " ft J. SUPERSEDES DWG. NO 2-DI03 REFERENCES REVISIONS LOS ANGELES COUNTY 2.D10? rwww e.,t Ie.eow.n»" FLOOD CONTROL. DISTRICT 210171 16-33 ftrheai 1 DESCRIPTION , Sill AW ftwa N 202100 1 3 4 (D-_ 7 9 1 12 1 1 1 1 1 1 0__ 0__ 23 25 0__ 34 9 45 2� 2 26 ' ZTZ daevepow MANHOLE N0.2 �; t /8-�0 2-096+ 0 ePr ,0-54 10-54 Added note Added iWe PLAN. SECTION /1N0 • , . y1- CONSTRUCT 60" DiA. R.C.P. - 1350 DLOAD LF /tea Step Somini DE l'A I L ,� - - - - r - Gmib CONSTRUCT C.B. N0. 1 PER LACFCD STD. NO. 2-D160 (W= 0. S;) (SEE DETAIL ON SHEET NO. 2) EA d1oAMM dr lAPi tAl� � -D tl>Ai � /-7d M. • i9efar/ A *Poor i po/rff�j EA z INSTALL BRICK & MORTAR PLUG SEE DETAIL SHEET 2 S*WMlr1 N,,, �� � � . 3 _ � � � .' � co dr✓ *an"oopikr�M see Note e 13,600 .4- It - .ter -- e%/,-7 S ic/X,::: 432 F,, 4e7,74Cr4A gt_, 4 /!-.f -0W X -6-S',f4 d,O 0-f2f,o�G caul r'iET.vi. . .. - TION B_D LOCAL DEPRESSION NO. 2 PER LACFCD STD. NO. 2-D88 (SEE DETAIL ON SHEET NO. 4) EA w• - REMOVE EXIST. DRAINAGE STRUCTURE owT[ 1 oro IAO CONST. T.S. NO. 1 PER LACFCD STD. NO. 2-D235 (SEE DETAIL ON SHEET NO. 4 r 6 JOIN EXISTING CONCRETE CHANNEL WITH R.C.B. PER DETAIL ON SHEET NO. 3 CoVIrMC/rill -- ' - 1 CONSTRUCT M.H. NO. 4 PER LACFCD STD. NO. 2-D113 (SEE DETAIL ON SHEET NO. 3) 1.0. of pipe 37"te 60" ;iso dewbie wifl'11+ of click I . D. of pipe 36" er iess tis fe one Wyf W of brie i a Cement 91 c o p piA9 at _ r War IV, W SECTION k (n od AIR"d W6 odip of R.C.P. Irl or -o4 of POO (if hi rshol ) NOTA : � •Y '��� t. Then agh1V cle" -tree of pipe to rec eive brick and mofhor prior to construction. 116. 32i - f0• (Brick and hAerfer I 6 DID OMNI P" r 1L Il11 Ns� t>• ar • � PEt klwr f�9 i■r MS>•rGtt1♦�r. �•�GNf�t'N� • f1111IH � • • furor .s PLANS PREPARED UNDER THE DQECT" O.F. /t ;/tEZ� a. RONALD P. SHELDON R.C.E. #32180 DATE MY REGISTRATION EXPIRES 12-31-2000 r -Anchor per i ,hfo:: 1 . No 2-0232 Reinf per Dur♦ ' •� she. 2-0232 -- - 3" Rod. t � � 1 h" , t _ J 1 � i tai i _.- h �• ISL ''�- .' - --3•Rod. Dowel per so" 4" RN. '00tral Ancor, • ' - - - Cw►b TOP SLAB - STRUCTURAL PLAN Fronts and Cover per '10000101 Flee ►NN sold 4peooing Owl. No. 2-0",% P ; rAncow Aper ODM• Ne. 2-0232 t I 1 � •I'•lic+wtel •-,t• � 1 u:i Pr_'� r -r • i:T. al3cliat Bar L D turista per ,,, .- - - _--_- L 4- 1 vl �� Owl. No. 2-0179 ,.i • - [ -' �. �. w 3 ar +NI here. 4 rayed Z' • 4» 4r �snr 2-ti23Z----- i I►-. .t t t 1 '•' 3" Rod... -- Aiternote connections >t M -- • . `SIM par Dw9. No. �•� pe Ow9. No 2.0224 , -- 2 - O96 pnd Nese 3 t 7- 4 -4 Soede1. ►__ ._ al directions 1 t A °'"ona_1-- • • • ----------- I ....... �'-i '---------- DETAIL OF D "••••"' •' REVISIONS w.. -. MA" oat[ oascwanar SECTION A -A z"■t■►• N /� �• 1.110 04 Aur offer~A40C. :.a...:•a• all G. J. P. .YaN.. f,a• •. C. w N. M Engineer Approval NOTES I Q!l�Clelt rM'E : �- LocNe pops ai sty alWWAM WOWW Me walk M 1l** boors os shown on the general plan . Pipe shat W kit nwd Min fie/ shops G,d boo haute the plec m" of cenorala. 2. CONCRETE Design; le a 3AW psi prus!ta sMw4h M 26 dqe. Floor of No boon shat slope boon ON waft N The vAW and steel be green a steel -troweled swfooe fvv*. Cwvokev of the sow and sde wok of Ow 9,11sr spaoiog shad be 101,10d by argd terms. Sedate Of d *Dated ceoerale ells$ cads n in slope, graft. Color, and linish to the *Aisling, or proposed, curb and walk adjacent a So basin. 3 REPft'ORCEMENT: (Sit Dwg, Ira. 2-0 M l Al Top Slab - No.3 or Ne. 4 bars to quo It as epees$ an ft Sbwchad f 1w. urea and Floor- As re,rired b7 sl.ykrri DrwwN fore. 2 -sin. 4 Curb face a1 tales$ basin apeoinglErist. C.f. s H) dwN M es rsq**d by Standard Dravi p Net 2 -DM. 2-046. ar ss shswA an Not general pian . V-9-i;'.I-6,Rthos,and b- V-2uruotless oMawise shawl. S STEPS- i Sid. Dwg. No. 2-0 96 ) V to 3=0•(inci. ► , place oris soap 12 wells dwa Moe law of Phe bob. V over 3'- 0e plats steps of 12 -Small ilea vals from fl*• floor of low basin wtlb the lop slap of 12 Indies i„wlrrwnl below Phe pop swlaes of urs top stab: S%jtrrsedrtwor wwwww 01 Me saw nw"bw doled /950 LOS ANGELES COUNTY FLOOD CONTROL DISTRICT CATCH BASIN NO. I PLAN, SECTION, A140 DETAILS scwl.t own OWG. NO. 2- D 11 NONE 9 -15-,68 SmaT 1 cw 1 A RECORD DRAWING City BENCHMARK: Drovoj Dots: 1 AINL iREc.oIED ()IEA.f.✓/IVCs I -I**- 11/ti/0IG109?5 1 •M-ev 1 CONSTRUCTION NOTES NO. DESCRIPTION , Sill AW ftwa N QUANTITIES 1 3 4 (D-_ 7 9 1 12 1 1 1 1 1 1 0__ 0__ 23 25 0__ 34 9 45 2� 2 26 ' ZTZ LF /4010 �Q��'G�lG'E ASP�!•4GT �. �'AG. � t/E�Pa s';4. B- ✓A�f � vo. t /8-�0 ' , ` dl� �a i"" -it %PftM P Allow SiwW - CONSTRUCT 48" DIA. R.C.P. - 1350 DLOAD �� GVI#" 01A. A.G. p - 1340 0 (• AP LF 4•- G' -o• • ice' •'•' �. t;i' "^ CONSTRUCT 60" DiA. R.C.P. - 1350 DLOAD LF /tea CASE M I - ,NI►'� r- Carl aft A•eaatael CONSTRUCT C.B. N0. 1 PER LACFCD STD. NO. 2-D160 (W= 0. S;) (SEE DETAIL ON SHEET NO. 2) EA d1oAMM dr lAPi tAl� � -D tl>Ai � -s -. • i9efar/ A *Poor i CONSTRUCT C.B. NO. 3 PER LACFCD STD. NO. 2-D163 (W=28') (SEE DETAIL ON SHEET NO. 2) EA z INSTALL BRICK & MORTAR PLUG SEE DETAIL SHEET 2 S*WMlr1 N,,, �� � � . 3 _ � � � .' � co dr✓ *an"oopikr�M SF 13,600 .4- It - .ter -- e%/,-7 S ic/X,::: 432 F,, 4e7,74Cr4A gt_, 4 /!-.f -0W X -6-S',f4 d,O 0-f2f,o�G caul r'iET.vi. LF ZQ LOCAL DEPRESSION NO. 2 PER LACFCD STD. NO. 2-D88 (SEE DETAIL ON SHEET NO. 4) EA 'S REMOVE EXIST. DRAINAGE STRUCTURE 4.5 Z CONST. T.S. NO. 1 PER LACFCD STD. NO. 2-D235 (SEE DETAIL ON SHEET NO. 4 r 6 JOIN EXISTING CONCRETE CHANNEL WITH R.C.B. PER DETAIL ON SHEET NO. 3 CoVIrMC/rill -- ' - 1 CONSTRUCT M.H. NO. 4 PER LACFCD STD. NO. 2-D113 (SEE DETAIL ON SHEET NO. 3) EA � 'E • •�'' ` �'i Sllrrlr - - - r .Y I� a' K �;r:• ;z *8 i�bT V S,E D i - ,-•r - GSTQ!/G T fGG S/l. W /4 Z,4Z e ¢ " 7',_X11 SF G. -O• 2.2044 0.031V +o.040V too =r 4S' LF tr2 si►""er ' K ALL REINFORCING OARS $HALL K LAPPED TWENTY OIAMETERf Sr ALL SPLIQS. :..: sur AAw - ,.-swp.rl /rI► �N1t t••/71 /Ll,dr.! 11121 1T • �J�O �- I CONSTRUCT 63" DIA. R.C.P.- I:J'SO DLOAD LF , CONSTRUCT 3(9* DIA. RC? 51V8 ,A'i' • : TOTAL VOLi kKi Mi coral • o.OWGVO+aOosas i t(l+GL+09 •• AS-:h)+tfs-u=3 _ 4.200+ao4GV tr74 - • : W • s +� TAN O • +t -• NS AAj in FEET ificirpTy mock is a maim • ew«ri A-, . / « �. . qw we/► SASE IW_ s .. LOS ANGELES COUNTY ROAD DEPARTMENT iL6..rs�«•�ed REINFORCED CONCRETE BOX CULVERT N'12 NO DETAIL A Esrt�t ''' • � t All hurter Con�n•rrfii m sr 1 be r/fril/dd C/n1�, 6 lrsCAM• M /GMi1tMMr, alt Wfl 4 as ~wise rewired so SA"Awof Drow�inP t - 0251. TJbs sA./i a. f oro* mor 1*0 [ Swsihrr Ile ♦3. A 6 AW* owdk* sAnrl' be awd wrbw•e Pec ssdlry ww wwa k soon Cf a A. Mor - -� - irk! A�eal# 0000ft M• OffISAW0 V er r, ar to M• ~ /oww Pod• len#M. • "•r - - 4-L ' , i 4 Y's ~, w Ar/d ftf rpm #p#r~l o/ ►A• A1NdN'. S Callao" lbw r.1A~IRr,Ir s srly/1 b•Q4�P-C-2�t71D0 ar diNh1►. - . � :: � A M'11da swrf/terp std►wrr homers Ce�rtrMefrpts are sarpperled dw► e�anc�rNe sa�erfi, ;E',".'i IrA'JE 1 s} /heti torch Aee�s• cowtecllars *60/1 N &V~PWde%1l ler eft rNd, areiess"aaw *A �. Jfb>Nrd► do SMwldlwd "WAV AAPS t -Ott/ . 41114 Me C~" S#VPWM /or Me Rewe cow .� I --i ("".,, " "� r dig/ ow I NrI ^W he AstpO~ wet srVsiaet�t to APS* sahrwr/ so" wtc�arw&W. •/., C� we ♦ wt►w arepictorial so, wwI f e • N eAvrttw•p Ms/reef�•� ::... 1 REVISIONS LOS ANGELES COUNTY rwww e��t eaecw,�•.�« FLOOD CONTROL DISTRICT A wm dawideftl ,! •r - -a► Avert %%� �� •. AITa AML 'I• AP-" RIV111/ More RE LM OF . • /!•t APM AAr4AA SANITARY SEWER ' �� :::.;; e -i -rt IVLcvAGIlArlf�wdwlctlrri HOUSE COMECTIONs -SAOA 'G�44 CASE NQ. / a ` - Pr~IMS �f .Ak some ose rw •. w•w■r•. •. ,t�.ii.L ~ ""`w" •• '"•"",aur •• scALI OATt lV - 0 2 50 NONE MOV. '.fE swtn 1 eF 1 r -Anchor per i ,hfo:: 1 . No 2-0232 Reinf per Dur♦ ' •� she. 2-0232 -- - 3" Rod. t � � 1 h" , t _ J 1 � i tai i _.- h �• ISL ''�- .' - --3•Rod. Dowel per so" 4" RN. '00tral Ancor, • ' - - - Cw►b TOP SLAB - STRUCTURAL PLAN Fronts and Cover per '10000101 Flee ►NN sold 4peooing Owl. No. 2-0",% P ; rAncow Aper ODM• Ne. 2-0232 t I 1 � •I'•lic+wtel •-,t• � 1 u:i Pr_'� r -r • i:T. al3cliat Bar L D turista per ,,, .- - - _--_- L 4- 1 vl �� Owl. No. 2-0179 ,.i • - [ -' �. �. w 3 ar +NI here. 4 rayed Z' • 4» 4r �snr 2-ti23Z----- i I►-. .t t t 1 '•' 3" Rod... -- Aiternote connections >t M -- • . `SIM par Dw9. No. �•� pe Ow9. No 2.0224 , -- 2 - O96 pnd Nese 3 t 7- 4 -4 Soede1. ►__ ._ al directions 1 t A °'"ona_1-- • • • ----------- I ....... �'-i '---------- DETAIL OF D "••••"' •' REVISIONS w.. -. MA" oat[ oascwanar SECTION A -A z"■t■►• N /� �• 1.110 04 Aur offer~A40C. :.a...:•a• all G. J. P. .YaN.. f,a• •. C. w N. M Engineer Approval NOTES I Q!l�Clelt rM'E : �- LocNe pops ai sty alWWAM WOWW Me walk M 1l** boors os shown on the general plan . Pipe shat W kit nwd Min fie/ shops G,d boo haute the plec m" of cenorala. 2. CONCRETE Design; le a 3AW psi prus!ta sMw4h M 26 dqe. Floor of No boon shat slope boon ON waft N The vAW and steel be green a steel -troweled swfooe fvv*. Cwvokev of the sow and sde wok of Ow 9,11sr spaoiog shad be 101,10d by argd terms. Sedate Of d *Dated ceoerale ells$ cads n in slope, graft. Color, and linish to the *Aisling, or proposed, curb and walk adjacent a So basin. 3 REPft'ORCEMENT: (Sit Dwg, Ira. 2-0 M l Al Top Slab - No.3 or Ne. 4 bars to quo It as epees$ an ft Sbwchad f 1w. urea and Floor- As re,rired b7 sl.ykrri DrwwN fore. 2 -sin. 4 Curb face a1 tales$ basin apeoinglErist. C.f. s H) dwN M es rsq**d by Standard Dravi p Net 2 -DM. 2-046. ar ss shswA an Not general pian . V-9-i;'.I-6,Rthos,and b- V-2uruotless oMawise shawl. S STEPS- i Sid. Dwg. No. 2-0 96 ) V to 3=0•(inci. ► , place oris soap 12 wells dwa Moe law of Phe bob. V over 3'- 0e plats steps of 12 -Small ilea vals from fl*• floor of low basin wtlb the lop slap of 12 Indies i„wlrrwnl below Phe pop swlaes of urs top stab: S%jtrrsedrtwor wwwww 01 Me saw nw"bw doled /950 LOS ANGELES COUNTY FLOOD CONTROL DISTRICT CATCH BASIN NO. I PLAN, SECTION, A140 DETAILS scwl.t own OWG. NO. 2- D 11 NONE 9 -15-,68 SmaT 1 cw 1 A RECORD DRAWING City BENCHMARK: Drovoj Dots: 1 AINL iREc.oIED ()IEA.f.✓/IVCs I -I**- 11/ti/0IG109?5 1 •M-ev 1 CONSTRUCTION NOTES NO. DESCRIPTION UNiT QUANTITIES 1 3 4 (D-_ 7 9 1 12 1 1 1 1 1 1 0__ 0__ 23 25 0__ 34 9 45 2� 2 26 CONSTRUCT 24" DIA. R.C.P. - 1750 DLQAD LF /4010 �Q��'G�lG'E ASP�!•4GT �. �'AG. � t/E�Pa s';4. B- ✓A�f � vo. SF /8-�0 S' A B. e 4TL./Q4 .4Ve5 CONSTRUCT 48" DIA. R.C.P. - 1350 DLOAD �� GVI#" 01A. A.G. p - 1340 0 (• AP LF 4•- G' -o• • 40G' - CONSTRUCT 60" DiA. R.C.P. - 1350 DLOAD LF /tea CONSTRUCT M.H. NO. 2 PER LACFCD STD. NO. 2-D184 (SEE DETAIL ON SHEET NO. 2) EA CONSTRUCT C.B. N0. 1 PER LACFCD STD. NO. 2-D160 (W= 0. S;) (SEE DETAIL ON SHEET NO. 2) EA 1 CONSTRUCT C.B. NO. 3 PER LACFCD STD. NO. 2-D163 (W= SEE DETAIL ON SHEET NO. 2 EA 2 CONSTRUCT C.B. NO. 3 PER LACFCD STD. NO. 2-D163 (W=28') (SEE DETAIL ON SHEET NO. 2) EA z INSTALL BRICK & MORTAR PLUG SEE DETAIL SHEET 2 EA 3 SAWCUT AND REMOVE ASPHALT SF 13,600 .4- It - RAIL• REi WORCINO e%/,-7 S ic/X,::: 432 F,, 4e7,74Cr4A gt_, 4 /!-.f -0W X -6-S',f4 d,O 0-f2f,o�G caul r'iET.vi. LF ZQ LOCAL DEPRESSION NO. 2 PER LACFCD STD. NO. 2-D88 (SEE DETAIL ON SHEET NO. 4) EA 'S REMOVE EXIST. DRAINAGE STRUCTURE 4.5 Z CONST. T.S. NO. 1 PER LACFCD STD. NO. 2-D235 (SEE DETAIL ON SHEET NO. 4 LF 6 JOIN EXISTING CONCRETE CHANNEL WITH R.C.B. PER DETAIL ON SHEET NO. 3 EA 1 CONSTRUCT M.H. NO. 4 PER LACFCD STD. NO. 2-D113 (SEE DETAIL ON SHEET NO. 3) EA 1 /�if�4TECT.✓--,5,7 T.4�PS�SEG/�iPf iC PEit' GAFGO �T17. Z�OZ.S oI=- '3 4'-0• 1.974 +0.031v 39 .'PEND ✓� �X/.�T.BRIG.L/ �Jit�O /✓loRT.•0.� �G [/6 REMOVE EXISTING CONCRETE ROAD LOCATED UNDER ASPHALT WITHIN LIMITS OF AC REMOVAL FOR CONSTRUCTION OF MAINLINE E.4 l SF ;z *8 i�bT V S,E D SF - GSTQ!/G T fGG S/l. W /4 Z,4Z e ¢ " 7',_X11 SF G. -O• 2.2044 0.031V +o.040V too FOR REINFORCING AROUND MANHOLES 0 SIDEWALK AREA SU STANDARD MANHOLE MAMA; AIN COVEN WS �'CEMO V� E X/.��/�-/G GURB Gl1T"r�i� LF SPACING OF TRANSVERSE KINFORCOWNT SHALL K MEAVJF40 ALONG E OF CULVERT LAMPTl11111 NUT101RUT Not. tA43+0.044V K ALL REINFORCING OARS $HALL K LAPPED TWENTY OIAMETERf Sr ALL SPLIQS. ADJUST MANHOLE TO GRADE EA FLOOR OF FOXES TO K TROWEL§,O SMOOTH. A NEA0E0 STEEL STUD Vt•X3 3/16 WITH HEAD W ATTACISDw A FULL. PENETRATION OUTT WELD MAY K MS AS AN 11121 1T • �J�O �- r CONSTRUCT 63" DIA. R.C.P.- I:J'SO DLOAD LF , CONSTRUCT 3(9* DIA. RC? 51V8 LF • : TOTAL VOLi kKi Mi coral • o.OWGVO+aOosas i t(l+GL+09 •• AS-:h)+tfs-u=3 oft* e Ns3 Tt. NrAM lice. DETAIL OF ANCHOR IEEE GENERAL NOTgst D t = sur s if • ta'rtii•• tT11Erl�t «Na>~ TASTE i -NOTE 4 L MISS TK 9AR• - - --Irts�at.rwflwe s • WSARS z u -�V S ki I . T w3i o0w -4 W 4-_411• TYPICAL SECTION OF DOUBLE BOX IN PARKWAY - 4 • 1 -4 SEE TASLE I - L- • p w s I I TABL 6 NOR. qts TIE DAR0 - . - It" C.t.11AXWW J-DANOV IL Z"r* TYPICAL SECTION OF SINGLE BOX IN PARKWAY is J u • loss ! • 13*: 40 `.- . . I- 3'-0•3`04 • 10• 3-e S'-0ur • ' 1' �TKIHTEN NNT TO LAST TNKAS. 4 • S• 4•- G' -o• • 40G' - TYPICAL SECTION OF SINGLE BOX IN PARKWAY SEE TALE 2 OR SA`i.E OUT WTAL_n1111111011 qX 3 i XfGALVA MO STEEL AN" to NOTE 4 r1 or GATT" 4: it 7� + :. T 1' �TKIHTEN NNT TO LAST TNKAS. Vrmoulm STMIfull gel bi iROUNO GrAtisYSPtEO STEtI e' S' '. •.•�,. Ata L I •' rI SUPPORT OMT (N4rt t) = , NUT OR 90LT HEAS ib.. 1k. : .. TRANSITION IrW N DEFORMED W .4- It •; •: +3T T- s' FOR PNLEVOUTLET fur i I TO A �- Ifo 11 T• 41 "ft MILT/oUrLIT for= RAIL• REi WORCINO SECTION A -A TASLE 3 TYPICAL SECTION N ET/OUTLET STRUCTURE ,Mf, �Y IO' • M` NOTES: we[►Tgt meq[ t11-60 1.101 + O= V to NOTE 1- CATCH ohm PlWECTM SAA AIN •TOO" TO fK *W#A L.S AT MEET• ow. 31'-0* l rn + 0031 v to NOTE t - STEEL SUPPORTS TO K SPAMO EVENLY 04 OPENING AND NOT TO EXCEE9 TICIL TNKAO ron uPp" IMS. V-•ur t.417 + 0.031V 34 MORE 3- NOT LESS THAN 3- arG'OIA. X 10' ANCHOR SOLT$ WELOED TO ANNE. 4'-0• 1.974 +0.031v 39 NOTE 4- SLOPE 1/4" Kill FOOT UNLESS OTHERWlK SHOWN; •IKIMALK PNOW 4'-6ur 1.731 +0.031V 53 NOTE 9- CONSTRUCTION JMT. V-06 I 1.00.+0.031V 11 GENERAL NOTIS . f' -sur t 040+0.03fv SG KINFORC06 STEEL SMALL 11MI. A GAIERGIO OF AT LEAST 1 INCH OF CONCKTt AT ALL POINTS. G. -O• 2.2044 0.031V +o.040V too FOR REINFORCING AROUND MANHOLES 0 SIDEWALK AREA SU STANDARD MANHOLE MAMA; AIN COVEN WS 'E 2.333 49 SPACING OF TRANSVERSE KINFORCOWNT SHALL K MEAVJF40 ALONG E OF CULVERT LAMPTl11111 NUT101RUT Not. tA43+0.044V K ALL REINFORCING OARS $HALL K LAPPED TWENTY OIAMETERf Sr ALL SPLIQS. tf,9G+004N G7 FLOOR OF FOXES TO K TROWEL§,O SMOOTH. A NEA0E0 STEEL STUD Vt•X3 3/16 WITH HEAD W ATTACISDw A FULL. PENETRATION OUTT WELD MAY K MS AS AN _ i2A +0.04Gv 114 ALTERNATE ANCHOR. FORMULAS' _ 3.b74+0.044v 147 INLET/OUTLETWI: AMA Gr TM SLAG (Oft.FT.)-}Ml}+1L4*+-4r-4w)-itsio-fls N.O.90+6+0 _ 3.000+0.04w t03 • : TOTAL VOLi kKi Mi coral • o.OWGVO+aOosas i t(l+GL+09 •• AS-:h)+tfs-u=3 _ 4.200+ao4GV tr74 - • : W • s +� TAN O • +t -• NS AAj in FEET ificirpTy mock is a maim - • : STEEL- 1 LT a PLAN • 1' OF 00 3 Ylli a 2' OF N• 4 60-L « LOS ANGELES COUNTY ROAD DEPARTMENT REINFORCED CONCRETE BOX CULVERT N'12 STANDARD PLAN APPROVED60-12 PK NAIL IN LEAD 6.46' WEST OF NORTHERLY ASL Consulting Engineers CURB RETURN NORTHWEST CORNER OF INTERSECTION 225 WEST HOSPITALITY LANE, STE. 206 OF CITRUS AVENUE AND SAN BERNARDINO AVENUE, SAN BERNARDiNO. CA 92404 CiTY OF FONTANA DATUM. ELEVATION = 1136.67 (909) 381-3666, FAX (909) 381-4176 CITY OF FONTANA CALIFORNIA Drown by: H.P.FFONTANA AU TOM ALL SCAs sNoWN Designed by: STORM DRAIN PLANS Dote: J.R.M. DETAIL SHEET 5-11-''i Checked by:c4¢/• /� Dwg. No. 2 R. S. APPS veal: �Y 28v9 [SB] N:\2050\006\CAD\SDDT0I.DWG PLOT SCALE 1"=l - too "=1" A