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HomeMy WebLinkAbout2165-2l NOTES F I - TABL f of volues fit' f one on this plan. - Edges to be rounded r-- 4 Q--', 2 - CENTER OF MANHOLE S1/AFT shop be located over center line ofstorni drain when diameter 91 is 48'orless, in which case lace E bars,3 m- #6, (bars i _B a1 1 ; / to 3' Radius i-- _ , - ` --� , _ O tion/ outsK% P y p metrically around 3t7af7 ofd 5 °with centerline and rxnitJ bor-i. 3'3' -- - -- �'L�'.?- t __ ffaceofironcrete 3- DfTAI v When _depth ofmanhlolettrnstrVetgrodetotop ofbox - ( "4, H bom is less than 2'-10 for'povedstreetor3'-6'tbrunpaved street,construct AA ; - _ ?' I - ,4{x�lus I. D. al`'Sp�ur + or - - - I' 3'-0' tong monolithic shaft us per Detvil M. Shutt for on depth of manhole may v�, O mox/m r� 1 - I be canstructed as per Detail M. When dlorneter A is A8'cr /ess,cerlter _�'4Jbars4�19'long-•-- --� ofshaf7mo be locted as mote 2. O bars J 13"ac.conY odd l born _ y Pe r • 4. - THICKNEM Of DECK shall vof- when nlecemar to ride level r sent, 6 ac. to ihside edge PLAN Sl y Pro P i� _ _ _ butsholl not be less than tabular values for Fshown on this plan. Tie bar i - <- I Tie bar manhole (Ring3 and cover not shown) 5 - REINFORCING STEEL to be per 2-D17/, lclear ftvm fbceof cncrete I 1 B I i Streetgrbde- • Concrete rings unless shown otherwise. I I D ,F I Omit thisatep t ; 5"xl"Rin sect rLUx Mrri 6 STEPS shall be 14'rrurld golvonized steel alrJd anchorednot less If''`- - �- In posed streets - - ; - - r for wd stneeh ll" 8 tliori E' inches in the atolls of3tructure. Unless otherwise shown PLAN 11 bar - ?� _ •1 •for un ved strs. 16' 15' the.3pacirag sholl be /4"`�i 15" c477v 6w_itstepshollrotbe more than (Short' not shown) 16'fbr powdstr-e_-t3 ; �'_'?.4' �s � 6' K;'--11 bar 2'-6'above the invert. Sae SJ[t Dwg 2-0 96 2'fortripn�dstrl°ets i-=' c I t/oriaGle 7- RINGS, REDUCER foraccess.shaftshallbeseated inmortar g1,, - Manhole tYnme and"' 6;. �T - , Street �, ;-; ' and neatly pointed or wiped inside the shaft. over, PlanAb.2Dl�l }72 © ,' �- bt ' t- -E bars 8- STATION of manholesshownon lana l otcenterofslbt't. �Goly. steel �.- Concr-ete rings and k - J bars p PP s>reps-_--____- �' 1 '�-tiRound EIei,otionsshownatstotionsrye ertoproongedinwrtgru*l/nes Z�' • 1 reducer, Plan Ab 2-0107 1 r JF E Sk1. Dwg ➢ `;. ; ' ,' - - F' - edges - F -- 9 - FLOOR of manhole sholl be steel -troweled to springing line. 2_096. •• 3.0 ►-•-- Minimum ?'-/Of with in •' . to 31R. /0- BODY of manhole ghat/ be pouried in one continuous operation, a pvvedstrrets,� o �, except thotocor�;ti-Loctbn,jointwitholongitulino/keywoymoy Minimum 3 6 with ,�; = ��,. be placed of the sprinnggir7g line. 5'x2 -Pipe Spat , Z" i unpaved Streets. a I/- LENGTH L AND fMBEDJI•IENT P shop hale the fbllowing mlues - 4, ° �;,� _ See Note 3. 4i DETAIL M unless otherwise shown on plan o ! . -- ...' _- E born for DZ-96'or• leas, f `5'-6 P-5' a i :; 'Round Tie bar (See Note 3) OZ owr• 96', L -6 =0', P -B' .4 e r' 'J bons L may be increased or loco t of manhole ah/ rted t mce t e /d ,Springing line --- Inlet elevation opphes of this point *4,18 bc. both nny; to be used when9" i3 SECTION A -A 60"oroviar. -- Pipeseotlevel E bar.- Iv See llbte 4 I Y.r �r D 2r p-� 12.4, 2-4� ip vi . 1`--- - - L. TABLE OF VALUES FORT" . F Cl2t 76- F 1 ' 42' 7' 90' IZ 13'P4'- 45' 46' 77 r . 96' I ' 14- l5 51' a 108- 16' _54' 57' T 9 114' 1 ' 16 17- 60* 9 Y 126" 11' 63' . /0' 10Y 1 13 17 �`- 17 , " 1 144' 1 l8' 7Z' 1/" See Note8 - o pip er s When L greater than t/x71'Shown aba•e is specified, D bor-1 shall be continued 6 "o. c IZ- D BARS sholl be 04 fbr DZ =39'ar less, 15 ror DZ a 42" to 84'inclusim and I. E for .OZ -,90 'or over•. Tie barn shall be 0`3 bars 13- f� =3000 p.a.i. at 26 doys. Ql4-Centerline of ii/letkh* to inter-3ect instYe tbce of cone at*ring if9 line. unless otherwise shown. 0 15. Where Pressure Vonhok Ah.2is spec/lied Ciri ploir.; see Sid Dwg 2-0210 note J. SUPERSEDES DWG. N0. 2-DI03 REFERENCES REVISIONS LOS ANGELES COUNTY 2-D107 NARKDAT. D[.CRIrTION FLOOD CONTROL DISTRICT 2 D 171 8.53 kLovimd D A IVHO L E NO, 2 g 5x1" ring scat Stt rade 0 "Edges to be rounded Omit This step In ree9 zz:' •'�,, to 3" Radius d stracts } •1 NrH11 Mjn I Pdve�N p` For ed structs I '' > A ` ' I •T_.------� `I�'r t- �i -�-_11 '%'•;::► /24" .�t:,, Forunpavcd sirs 16" 15'r I- � ' '• 00 G P) - - 1 , 7 - �� - ,- ! a.:: , :_ �: •: See Nofi 3r Illy :TI: 1 1\ —/� I rRadius = I.D. of Spur± — — j _ _` _ ��'/v` _ ; All steel Reinf. _`' % T-�— L -- --�x -� :4 bars, 4" O.C. �- - /�— - — �! 40 o : t'... "�„ SECTiONIC-C PLAN DETAIL N PLAi`1 NOTES (Shaft not shown) (Shaft not shown H- HEIGHT H (in Sec.A-A and Seitz. B B) s)lall be Hatless than 4'-O'. C, t, may be increaoed Sec Note M rovided that the value of M shall be not Icss than the mintrnum *pr, ed 6rld that the ro- street grade Manhole frame and cover �ucer shall bo used. For H (in Sec. c -c) see note P. J L- LENGTH L. shall be .a• feet Uale otherwise shown on plan. L may be -r-.{ -- Plan No. 181 s e inerwsed or location of manhole shiftetd to meet pipe endo. 0 cV • : '�: �: I C • M -SHAFT shall instructed ag nr Sec. C -C and Mail N when depth M Torr, street 3" O Q rade to to of'' box is Ica? thdn 2' -lot ' for paved eh Bete or s'-6` ivr unpaved ¢Galvanized P :' i--�-1 • a: Z,gV t.�. i `t• d t✓ trCetS. steel StePSP- DEPTH P n -,ay be rbduecd to an cb3olute limit of 6` when larger values of P N would rcu lute -H (in 5r_c. c -G to 3'-r-" r r-" oless. ,.4It) i'. , ,1 T - shat I oe 8 for values of H up to and including a feet. L_ ;td -j' 5vrg. 2-J96 - 1=. „Y „ T shall be Io" for values of H gveF 6 feet. "` 3+0. ar7 Where Pressure Manhole No.l is specfted on plans see Std Dwg. 2-0210 Hole 3. .. t' Z `.:':.:'?,^ (g _-.� I -STEPS shall be -• round alvanizcd steel and ancho d not less than 6 in 36 R G.P, t a� L =ca Ii ; tic C �'-'(Licht) + + V+- `T;,T.t,-T :r ir7 the walls of aMudiUte. 11 le�3 othcrwix shown, steps shall be ep�cad 14" TO 15"aC. p C B I �• 18„ , • Ttie bwest etc andll be not more than 2 Feet above the ledge. at side of mannole fl or. ' SyYe Std. DWa 2-D 96 g s • 0 *'Z- G = 3000 psi at 28 days. -O' � QJ i �-�. ,f1� �'�2" } ) '� � `•=,•:. 32EINFORGINrS STEEL sFlall be per 2-0171, straight bars I"clear from .• o, a _ 3, r .i :. ace of concrete. as lets � •� °• - _scat 1 o;'' Qj I I T I I 4 -STATIONS . of manholca shown on Plan apply' at invert line of andit. Elevations are shown at shaft center and rcfar to tfi= rc Dngcd Invert grade line. See Note. L_ ' I :• j " G" :-j-': L Q I 1 )�- 14"-� for sh�lftiny loco f on. R �O O Z I I j Ip � ( 5 -FLOG ar manhole ehdll be mel -troweled. ¢• Round edges i. _ 4- t I 1 2 I 6 -RINGS reducer and .pi for access shaft` .shall be- oecifed in -mortar and neap J of It7iGf3 }� : �: 'Ids U I I � j+� � I 0 1DI pointed' or wiped Inslde�ahaft. it , N t� �+ I Ir �v -I-+2T L -r ----►1 4• REFERENCES REVISIONS LOS ANGELES COUNTY - _; 1 „ e .', _,,I '1 $ ' — 2-D 181 MARK DAT[ D[SCRIPTION FLOOD CONTROL DISTRICT , •,' 1 . ° - � � �,.._.� � Rovnd 2 D 107 W 4-44 Cfiaflp.e ..s,•i a• Ed es _ .. oSCe.Note•4,' n 7 -sr �Q eY/SG'o' nate 9 ' ,. s= :...?I�'::; csdc potnfs ,�. 1 2-0171 o v 12-s2 12,visec MANHOLE NO. _..a.::: , . 2- D 210 la SECTION 2- D 96 ° •153 Revised PLAN, AND �- ,: - 55 TF:1 Optional bottom O 6-17-53 -Added Note DETAIL -1' O'•'i 4 D 8253 REV13P<i •^' SECTION B- J+( /0-53 Chow ed a11;Wean . : o...: :.;r::•. '-e.. : Inlet elevation io-note - - P c"I F [N N[[R . , applies t this point R.c0M oil � Ivo. =0102 SECTION A -A pP ap I-1 39 CN R O .IOM NO'R C Frida [N N[[R �LM�nrANHOLE ND. / pim-a 1A P R. }IuDpLESTDN,SR. DA115 �-?OVEE'S�Isho, Ltj L rh 0ic U;APi. IN . k ,Curb Dowel_, �,N Dowel per 1. ---Anchor Frame and Cover per Dowel Face Plate and NOTES Detail-. Dwg. No. 2-DI56. ,. l Clear p Opening g t i i I /Anchor �, g Per Dwg. -T I ► No. 2-D23"' _ I. CONNECTOR PIPE: --• --�-, -�-- __�___�__c1 ;I ItJa a a- 1 7 Locate pipe at the downstream end of the basin unless I I t 4"Radius i 1 Street or ,I.� I• , I :ti 11 r =; i specifically noted otherwise on the general plan t NI r -Dowel -.11-- v 'rl I +' L.D. surface . i Pipe shall be trimmed to the final shape and length before - �-- i ra;_ fi I O •n Protection Bar and rJt.__ -- •- =�� the placement of concrete. 1 —}- 1 �� •► Support Bolt per Dwg. 2. CONCRETE_ ' Vt -of No. 2-DI75 and 2-D232'i ' Desi n. f' -3,000 i com resslve strep th at 29 do s. 9 c Ps P g yp. 4" l- = Floor of the bosh shall elo I -�••- � •---}}}--- I �I 'i 1 ' pe from all walls Io the outlet and 1 ..Step per Dwg. No. 1 ' t ' >1 shall be even a steel -troweled surface finish l I 2-D96 and Note 5. I g —+- I Cllrvahlre of the sill and side wall a, the ulcer opening sh.111 be I—! i 2�I 3" Rad. _ �= 1 9 P 9 I formed by curved forms; and all exposed edges, or corners, and I t r-Reirlf. per Dwg. _ i_ _ _ b ______ j No. 2-D232 - Slope to outlet from i concrete to meta frame edge shall be given !"radius edger funs►; t -JI 1 1_ -_ all directions _ , Surface of all exlrosed concrete shall. ccnformin grade, slope, calor I �� T t_ -_Anchor ; ) i and finish to the existing, or proposed, curb and walk adjacent to I • - 1 _ _ ' the basin. (p!l' • , 3. REINFORCEMENT_ (Standard Dwg. No. 2-DI71) It Top slab - No. 3 bars as required on the Top Slab Slrllcturd Plan. Subgrode optional h- 2' Walls and Floor - As required by Standard Dwg. No. 2- DIY2. I ,u 4. DIMENSIONS: r _ I Reinf. @ A.S. SECTION, A -A -- r- , `Alternate connections Curb Face at the catch basin opening(Exist C.F tH )shall be as Ityuired by 1,er Dwg. No 2-D224 Std. Dwg. Nos. 2-D88, 2-D•115, or as snov,r, on the .general plan. --t-, _-� I.-3'Radius b = 3'-2",unless otherwise shown. 11<7 A t = 6inches if V= 4'-0" or less. I = 8 inches if V= 4'-I" to 8'•0" I = 10 inches if V = 8'- 1" or more. Lill V = 4-0" unless otherwise shorn on the general (Ilan. I t Ift3 burs, 4 red ' I -3"Rad. j q ° 5. STEPS: (Std. Dwg. No. 2-D96) 1 I' ! , 90 90' V to 3'-0"(incl.) place one step 12 inches uoove the fluid at the basin. " P P !r Radius V over 3'- 0 lace steps of 12 -inch mlervot. om ine door - 1 , DETAIL OF DOWEL of the basin with the top step ,1 12 rncnes (minimum) uetuw the Dowel Reinf G)2"ASS �'^" / �� Anchor per Dwg. tip of Ir,e manhole. -Dowel I 'No. 2-D232 1 `. .• t` `Ali. M.H. locations -Curb per Dwg. No. 2-0157. TOP SLAB -.STRUCTURAL PLAN Los- Supersedes Browing of. the some number dated August 1950. REVISIONS SYH. MARK UATC U[SCRI"ON CN.C.[Y .• _ DW.H ua.l[.Nao ■r G.J.P. .u.rlrlru .r C.W.h. CATCH AOA S / N N0. 2 AN-.3ELE:S %_ UNTY FLOOD CONTROL DISTRICT CATCH BASIN NO.2 PLAN, SECTION & DETAILS .ccorrcroro ., •r,wovwa wc�o»»[N,.[o .• - Ol rl alar r»clNr w .- �-�[a•r cl,lar ot� Ir ' Glra[• Arrnov[o aT SCALE DATE DWG. NO. 2- or62 NONE 5 -15 -'68 SHEET I t ------------------------- -111 W. - --t- -(-NOTES ►---+-------------�.r---------- --------------------- I -111 Allernole Manhole r -1'2 locations per uUwg. No. 2-D`157--, A I. CONNECTOR PIPE: Dowel*----- Locate pipe at the downstream end of the basin unless - !t -t - _ I _ _ _ �I ,�--- Dowel per Detail pP I+ +I � ���� � specifically noted otherwise on the general plan. \ Pipe shall be trimmed to the final shape and length 611 7 . before the placement of the 'concrete. I tYP• ' _ I 2. E CONCRET I —+--G. Design, fc = 3,000psi compressive strength at 28 days. D'=' I Floor of the basin shall slope from all walls to the _ d - outlet and shall be given a steel- troweled surface I \ \ / j _HI 111 finish. 11 �- Curvature of the sill and the' side walls at the gutter Dowel------i•l 6 Dowel opening shall be formed by curved forms. SII Surface of all exposed concrete shall conform in grade, Anchor--- Ilpl IIS -2 iui�• -Anchor slope, color, and finish to the existing, or L - - -- - - - - -I-u- proposed,curb and walk adjacent to the basin. J,-11 3. REINFORCEMENT: ( Std. Dwg. No. 2-D 171 ) t1 _� 1 3" Rodius---'1 =- - I U . ,Cur i. tTop Slab- No. 3 or No.4 bars spaced as required on the Structural Plan. FLOW 4"Radius Anchor per y =z' J `� .4" Radius Wails and Floor -As required by Std. Dwg. No. 2-D172. Dwg. No. 2-D232 1 4. DIMENSIONS: % Reinf. per 3„ Radius Curb face at catch basin opening (Exist. C.F+H. ).shall Dwg. No. 2-0232 A be as required by Std Dwgs. Nos. 2- D 88 , 2-D415 or as shown on the generdl plan. - Catch basins for W=10 feet or more shall have a "V” TOP SLAB -- STRUCTURAL PLAN depth at the upstream end equal to the curb face at - ; '0'•3 or"4 bars, 4 roq'd , Mr `90o y o DETAIL OF DOWEL REVISIONS Eligineer city No: Dison tion: A roval Date: A roval Date: BENCHMARK: 103-Q esP/kE /NEP. BY P.P. W153G'GI♦i3E S L. Y 5690. OF 49A6454 /A/0 220 f E'GY 0,aCIVIL CA/E,e,¢ YA ti/E. EGEVAT/ON= /3�,j. 0¢ the catch basin plus 12 inches '&-but-in no case shall D .>�-e/8l_ 2-02/O Q p.S,� nq MANHOLE N0.2 Drawn b y : r .Radius,, Per Dwg. No. 2- D 156 = , V = 4' - 0", unless otherwise shown. 0 1054 Ad&d note PLAN. SECTION AND per Dwg. No 2-D232 •= 8'' if V=4'- 1" to 8'-0". T_T 2-096" Z • D 4 72 i81 /0-54 11-9-701SIep Added note Spacing DETAIL 1----- - - Grum- points ( Std. Dwg. No. 2-D 96 ) ��it -Dowel i i -I'III 1 3.1-74 JRH F.IC. ref.11 Arrwo•.o •r 1 See Note8 0 ail 1-- I t 1 floor of the basin. V over S-0" I place steps at 12 -inch intervals from the I Dowel -'1 Protection Bor and I GNIa• .r0 [aw EGT I ON B - B 14� 4�-Step per Dwg. No. ��eA+ T below 'the top surface of the, top slab. R. "Ed ' • I' �- I ' 2-D96 and Note 5 Ft11 OAT[ No. 184 LOS ANGELES COUNTY of — IG R >1 6-12 33 SHEET OF U) i b ----_ '--- ---- =---- °i I •" -= ,-Alternate connections I` D A IVHO L E NO, 2 g 5x1" ring scat Stt rade 0 "Edges to be rounded Omit This step In ree9 zz:' •'�,, to 3" Radius d stracts } •1 NrH11 Mjn I Pdve�N p` For ed structs I '' > A ` ' I •T_.------� `I�'r t- �i -�-_11 '%'•;::► /24" .�t:,, Forunpavcd sirs 16" 15'r I- � ' '• 00 G P) - - 1 , 7 - �� - ,- ! a.:: , :_ �: •: See Nofi 3r Illy :TI: 1 1\ —/� I rRadius = I.D. of Spur± — — j _ _` _ ��'/v` _ ; All steel Reinf. _`' % T-�— L -- --�x -� :4 bars, 4" O.C. �- - /�— - — �! 40 o : t'... "�„ SECTiONIC-C PLAN DETAIL N PLAi`1 NOTES (Shaft not shown) (Shaft not shown H- HEIGHT H (in Sec.A-A and Seitz. B B) s)lall be Hatless than 4'-O'. C, t, may be increaoed Sec Note M rovided that the value of M shall be not Icss than the mintrnum *pr, ed 6rld that the ro- street grade Manhole frame and cover �ucer shall bo used. For H (in Sec. c -c) see note P. J L- LENGTH L. shall be .a• feet Uale otherwise shown on plan. L may be -r-.{ -- Plan No. 181 s e inerwsed or location of manhole shiftetd to meet pipe endo. 0 cV • : '�: �: I C • M -SHAFT shall instructed ag nr Sec. C -C and Mail N when depth M Torr, street 3" O Q rade to to of'' box is Ica? thdn 2' -lot ' for paved eh Bete or s'-6` ivr unpaved ¢Galvanized P :' i--�-1 • a: Z,gV t.�. i `t• d t✓ trCetS. steel StePSP- DEPTH P n -,ay be rbduecd to an cb3olute limit of 6` when larger values of P N would rcu lute -H (in 5r_c. c -G to 3'-r-" r r-" oless. ,.4It) i'. , ,1 T - shat I oe 8 for values of H up to and including a feet. L_ ;td -j' 5vrg. 2-J96 - 1=. „Y „ T shall be Io" for values of H gveF 6 feet. "` 3+0. ar7 Where Pressure Manhole No.l is specfted on plans see Std Dwg. 2-0210 Hole 3. .. t' Z `.:':.:'?,^ (g _-.� I -STEPS shall be -• round alvanizcd steel and ancho d not less than 6 in 36 R G.P, t a� L =ca Ii ; tic C �'-'(Licht) + + V+- `T;,T.t,-T :r ir7 the walls of aMudiUte. 11 le�3 othcrwix shown, steps shall be ep�cad 14" TO 15"aC. p C B I �• 18„ , • Ttie bwest etc andll be not more than 2 Feet above the ledge. at side of mannole fl or. ' SyYe Std. DWa 2-D 96 g s • 0 *'Z- G = 3000 psi at 28 days. -O' � QJ i �-�. ,f1� �'�2" } ) '� � `•=,•:. 32EINFORGINrS STEEL sFlall be per 2-0171, straight bars I"clear from .• o, a _ 3, r .i :. ace of concrete. as lets � •� °• - _scat 1 o;'' Qj I I T I I 4 -STATIONS . of manholca shown on Plan apply' at invert line of andit. Elevations are shown at shaft center and rcfar to tfi= rc Dngcd Invert grade line. See Note. L_ ' I :• j " G" :-j-': L Q I 1 )�- 14"-� for sh�lftiny loco f on. R �O O Z I I j Ip � ( 5 -FLOG ar manhole ehdll be mel -troweled. ¢• Round edges i. _ 4- t I 1 2 I 6 -RINGS reducer and .pi for access shaft` .shall be- oecifed in -mortar and neap J of It7iGf3 }� : �: 'Ids U I I � j+� � I 0 1DI pointed' or wiped Inslde�ahaft. it , N t� �+ I Ir �v -I-+2T L -r ----►1 4• REFERENCES REVISIONS LOS ANGELES COUNTY - _; 1 „ e .', _,,I '1 $ ' — 2-D 181 MARK DAT[ D[SCRIPTION FLOOD CONTROL DISTRICT , •,' 1 . ° - � � �,.._.� � Rovnd 2 D 107 W 4-44 Cfiaflp.e ..s,•i a• Ed es _ .. oSCe.Note•4,' n 7 -sr �Q eY/SG'o' nate 9 ' ,. s= :...?I�'::; csdc potnfs ,�. 1 2-0171 o v 12-s2 12,visec MANHOLE NO. _..a.::: , . 2- D 210 la SECTION 2- D 96 ° •153 Revised PLAN, AND �- ,: - 55 TF:1 Optional bottom O 6-17-53 -Added Note DETAIL -1' O'•'i 4 D 8253 REV13P<i •^' SECTION B- J+( /0-53 Chow ed a11;Wean . : o...: :.;r::•. '-e.. : Inlet elevation io-note - - P c"I F [N N[[R . , applies t this point R.c0M oil � Ivo. =0102 SECTION A -A pP ap I-1 39 CN R O .IOM NO'R C Frida [N N[[R �LM�nrANHOLE ND. / pim-a 1A P R. }IuDpLESTDN,SR. DA115 �-?OVEE'S�Isho, Ltj L rh 0ic U;APi. IN . k ,Curb Dowel_, �,N Dowel per 1. ---Anchor Frame and Cover per Dowel Face Plate and NOTES Detail-. Dwg. No. 2-DI56. ,. l Clear p Opening g t i i I /Anchor �, g Per Dwg. -T I ► No. 2-D23"' _ I. CONNECTOR PIPE: --• --�-, -�-- __�___�__c1 ;I ItJa a a- 1 7 Locate pipe at the downstream end of the basin unless I I t 4"Radius i 1 Street or ,I.� I• , I :ti 11 r =; i specifically noted otherwise on the general plan t NI r -Dowel -.11-- v 'rl I +' L.D. surface . i Pipe shall be trimmed to the final shape and length before - �-- i ra;_ fi I O •n Protection Bar and rJt.__ -- •- =�� the placement of concrete. 1 —}- 1 �� •► Support Bolt per Dwg. 2. CONCRETE_ ' Vt -of No. 2-DI75 and 2-D232'i ' Desi n. f' -3,000 i com resslve strep th at 29 do s. 9 c Ps P g yp. 4" l- = Floor of the bosh shall elo I -�••- � •---}}}--- I �I 'i 1 ' pe from all walls Io the outlet and 1 ..Step per Dwg. No. 1 ' t ' >1 shall be even a steel -troweled surface finish l I 2-D96 and Note 5. I g —+- I Cllrvahlre of the sill and side wall a, the ulcer opening sh.111 be I—! i 2�I 3" Rad. _ �= 1 9 P 9 I formed by curved forms; and all exposed edges, or corners, and I t r-Reirlf. per Dwg. _ i_ _ _ b ______ j No. 2-D232 - Slope to outlet from i concrete to meta frame edge shall be given !"radius edger funs►; t -JI 1 1_ -_ all directions _ , Surface of all exlrosed concrete shall. ccnformin grade, slope, calor I �� T t_ -_Anchor ; ) i and finish to the existing, or proposed, curb and walk adjacent to I • - 1 _ _ ' the basin. (p!l' • , 3. REINFORCEMENT_ (Standard Dwg. No. 2-DI71) It Top slab - No. 3 bars as required on the Top Slab Slrllcturd Plan. Subgrode optional h- 2' Walls and Floor - As required by Standard Dwg. No. 2- DIY2. I ,u 4. DIMENSIONS: r _ I Reinf. @ A.S. SECTION, A -A -- r- , `Alternate connections Curb Face at the catch basin opening(Exist C.F tH )shall be as Ityuired by 1,er Dwg. No 2-D224 Std. Dwg. Nos. 2-D88, 2-D•115, or as snov,r, on the .general plan. --t-, _-� I.-3'Radius b = 3'-2",unless otherwise shown. 11<7 A t = 6inches if V= 4'-0" or less. I = 8 inches if V= 4'-I" to 8'•0" I = 10 inches if V = 8'- 1" or more. Lill V = 4-0" unless otherwise shorn on the general (Ilan. I t Ift3 burs, 4 red ' I -3"Rad. j q ° 5. STEPS: (Std. Dwg. No. 2-D96) 1 I' ! , 90 90' V to 3'-0"(incl.) place one step 12 inches uoove the fluid at the basin. " P P !r Radius V over 3'- 0 lace steps of 12 -inch mlervot. om ine door - 1 , DETAIL OF DOWEL of the basin with the top step ,1 12 rncnes (minimum) uetuw the Dowel Reinf G)2"ASS �'^" / �� Anchor per Dwg. tip of Ir,e manhole. -Dowel I 'No. 2-D232 1 `. .• t` `Ali. M.H. locations -Curb per Dwg. No. 2-0157. TOP SLAB -.STRUCTURAL PLAN Los- Supersedes Browing of. the some number dated August 1950. REVISIONS SYH. MARK UATC U[SCRI"ON CN.C.[Y .• _ DW.H ua.l[.Nao ■r G.J.P. .u.rlrlru .r C.W.h. CATCH AOA S / N N0. 2 AN-.3ELE:S %_ UNTY FLOOD CONTROL DISTRICT CATCH BASIN NO.2 PLAN, SECTION & DETAILS .ccorrcroro ., •r,wovwa wc�o»»[N,.[o .• - Ol rl alar r»clNr w .- �-�[a•r cl,lar ot� Ir ' Glra[• Arrnov[o aT SCALE DATE DWG. NO. 2- or62 NONE 5 -15 -'68 SHEET I t ------------------------- -111 W. - --t- -(-NOTES ►---+-------------�.r---------- --------------------- I -111 Allernole Manhole r -1'2 locations per uUwg. No. 2-D`157--, A I. CONNECTOR PIPE: Dowel*----- Locate pipe at the downstream end of the basin unless - !t -t - _ I _ _ _ �I ,�--- Dowel per Detail pP I+ +I � ���� � specifically noted otherwise on the general plan. \ Pipe shall be trimmed to the final shape and length 611 7 . before the placement of the 'concrete. I tYP• ' _ I 2. E CONCRET I —+--G. Design, fc = 3,000psi compressive strength at 28 days. D'=' I Floor of the basin shall slope from all walls to the _ d - outlet and shall be given a steel- troweled surface I \ \ / j _HI 111 finish. 11 �- Curvature of the sill and the' side walls at the gutter Dowel------i•l 6 Dowel opening shall be formed by curved forms. SII Surface of all exposed concrete shall conform in grade, Anchor--- Ilpl IIS -2 iui�• -Anchor slope, color, and finish to the existing, or L - - -- - - - - -I-u- proposed,curb and walk adjacent to the basin. J,-11 3. REINFORCEMENT: ( Std. Dwg. No. 2-D 171 ) t1 _� 1 3" Rodius---'1 =- - I U . ,Cur i. tTop Slab- No. 3 or No.4 bars spaced as required on the Structural Plan. FLOW 4"Radius Anchor per y =z' J `� .4" Radius Wails and Floor -As required by Std. Dwg. No. 2-D172. Dwg. No. 2-D232 1 4. DIMENSIONS: % Reinf. per 3„ Radius Curb face at catch basin opening (Exist. C.F+H. ).shall Dwg. No. 2-0232 A be as required by Std Dwgs. Nos. 2- D 88 , 2-D415 or as shown on the generdl plan. - Catch basins for W=10 feet or more shall have a "V” TOP SLAB -- STRUCTURAL PLAN depth at the upstream end equal to the curb face at - ; '0'•3 or"4 bars, 4 roq'd , Mr `90o y o DETAIL OF DOWEL Supersedes drawing of'the some number N1 °d'�S / ' PLAN SECTION , 1 Slope to outlet r 1 T doted Aug. 50 + from oil directions-, I AND DETAILS. I ow.wN .r REVISIONS .°.4'. -------•��-_. 1 A.S.H. MARK DATE O[fCRIrnoN aCOYY[N°[o � I_- -_-----_--� It 7 -1 -'TI Addt;lon T to Nola 4 �1�1 ••I',. II E, 2. 1 ra •.y Dov o///ins/.'ro // ��= • o I I a• - - - ��_ G: /-' ��. 1!1_r•v /�.•-, ca/ �S:oacce— D. W. H . -- °—��6 _ A •— ..n °IV I[I°» lh°INar •Y'1 Nll, °[,YT, . INa.. 0g. ­9D aD .r I '� AYPROV[D BT G.J.P. ' Subgrade optional-'CHIE EN6I ICER SECTION A-ASCALE DATE DWG.NO. 2-D16 3 C. W.H. NONE 5 - 15-'68 sl --- 1 OF I CATCH tYAOIAI A/0, 3 Q Lb I ,»I 3 4 Q t✓i CL 04 OL -------- - - - _---¢SeeS,oecio/Note------- --... Yorioble----------------- L i ----------r L ,- _ _. _. ' I Side Openinq 1 '� 1 1 1 Side Opening I I . I I Side Opening f K _ Basin i j i ; Basin ; ; I Basin D ; i - C F. ; J I I I �` Top of Curb-, ; I ' I t i ry 1- CF. ----- ----- --- � ) V' 1, 1 1 , r ,. �•`---^.—�----- ----- - - -- --- - - it ------ Flow-` StrGr. de. `�------- {All Curb facesEquol}--------------=------------- ---- ; Point A �p\\e�Cp�9rt -Strai ht Grade orsee note'i " Ridge Line YoricThlr: Point A,' Y `'S r-StrGighl Grade -or see note "r'" t 4 it CASE A © Ly �. See note b" See ric/,y116 „lD 'Special Nole: Where no curb exists, curbs sholl be _ constructed between ends of Local Depression. Curb I . N • =! " R oc'r a Oft') f section shall conform to that oPcontro>iling agency. o ' 1,' - _ - •� I ; - -( - - - ; i Fres' .;erre,- L-rne See Special Note - - - - - - `Exl'st. ( , Cu, 6 Poi; ,f A- ' ' 1 - -C'- -- - i f = 3000,co 8 da[ s - --' f<-----Yoriob/e-•----- �---- 1 L " (l/ariab/e i. 1. K 1,'`• �Q r• -I 1L' i L Side Opening D i i 1`I C.F. E L E VAT I O i�1 SECTION U- D i. C_f. T�ofCurb- , a t Basin r> I ---- ------ NOTES . _ G. Lvcol Depression shop be se R unless o, erlvi ce soec;; 'fed on g�'iero/ p,ai",, Flo Str. Gr. 1-'-�quol Curb faces} -T" `�eoin141 `�' ° a b. Elevations of vuler corners shown on general plan. If no e%notions u,' -e spec:.`ied, LPoi�f A- . °f �- - o o the ouler edge of Local Depress;on shot/ conform to PIr71shedstreet surface. orsee note Poi - `l/orioble c, Stokes s/iol/ be set to rode aloe the nolle and o/vn Ilse ridge line (nater j ht RidgeLlne �___ntM 9 9 Y 9 9 $t(n Grade „ „ edge of actual depressed area). Stakes at points M''ond 'N shall be set. - -Strai h t Grade or see note f _Y on a slrcigh t grade between tops of end headers ( i'r'on o vertical curve see note f "'). These stokes shall not be removed until just befbre the See note-- D See note"b f/nol finishing. CA B ----- -- d G = 4 feet unless otherwise specified. *K =5 feel unless otherwise specifiod L. - 6 „ 11 „ H - =l inc/2 es rjnlass olk rw,,ce s`:,o i vii nr, , ,' go nerdl p13n. - -See Special No% - ----� e. Points A and 6 srid'l be se!' of Hunches beloss eiisfln9 Buller grade. Side I�1 f. Special delails governing the construction of this Local Depression on i I 12 i <-0 ani ­iI , F- IZ�• ` ; vertical curve shown on genera/ plor7. ----�FJ , ,TopofCurb ' 1 1 Bcsi (-��.------ �` I_�C.F---- ' -1a E uolCurb REFERENCES REVISIONS LOS ANGELES .:JUNTY Flow 1 - Str. Gr. -- 9---Str. Gr. -- 1 Flow `OC,o�f `, F1- ' I MAIIK DATE DESCRIPTION FLOOD CONTROL DISTRICT StrG `r�„G o� Vorioble x 7-, i-�2 G,,,nged 9=3' Ito K=5' n , — - %Ridge Line, = a �r� LOCAL DEPRESSION NO.2 I , A 12-1-75Z Reinrvrg?' Hole '-S'trol h t Grade or see no l e ?" ¢ 6-10-s3 4ddcd Noles and FOR SIDE OPENING longed 4' to iv CATCH BASINS 04:1., / , Ly0 „ U 6.17-33 Added tlfr See nole b ., PointM,• 0 ,Point N see nole b V e DJ 4cld.&" '��.' _ --------J - -' CASE C �-- -'- - r, 6.5.35 CHAV'Se'D,I0Na,'•• ArrRUraD e, , /p 1. _ suetil D uT R[COV N MEOCD ., HATE 57 WY ._.--.- NO c nlvl °tor IN.:I»l Ill ,oa[lart $NEIN I OF I ri; LOCAL DEPRESS/ON N0.2 FOR /NFORMAT/OM O/�✓L DRA NY> �i ' i 5E EASEMENT , 1 1 p INLET DETAIL N. -T. S, ATES,ALUAM13RA *A- N40. U-13 FOR INSTALLATION D>TAILS, EXT EKD WA LLS. DF B QDW '011LI4 AR.WN-D INLET AS S40WVI. F S'TRUCT URE PSR )E -TALL 12121-5 AS MODIFIED. 14EikEW , R6CR40 .004 WIN# PLANS PREPARED UNDER THE DIRECTION OF: . GEORGE R . U E . C . E.' 0 13960 DATE MY REGISTRATION EXPIRES 3-31-93 REVISIONS Eligineer city No: Dison tion: A roval Date: A roval Date: BENCHMARK: 103-Q esP/kE /NEP. BY P.P. W153G'GI♦i3E S L. Y 5690. OF 49A6454 /A/0 220 f E'GY 0,aCIVIL CA/E,e,¢ YA ti/E. EGEVAT/ON= /3�,j. 0¢ the catch basin plus 12 inches '&-but-in no case shall ' r C ITY OF FONTANA CAL 1 FORN I A 5 �pD ,N�Er �ETAI� le-l�� � .- , ��9� PUBLIC WORKS DEPARTMENT the slope of the floor exceed 3:1 low—Fu/ Std. Frame and Cover Drawn b y : W='14'-0"; and b=3'-2%unless otherwise shown. .Radius,, Per Dwg. No. 2- D 156 = , V = 4' - 0", unless otherwise shown. Anchor-, -W /-Face Plate and Opening t = 6" if V = 4'-0" or less. per Dwg. No 2-D232 •= 8'' if V=4'- 1" to 8'-0". T_T .' e v _�_ ____ __ _ I = 10" if V= 8'- I"or more. - 1 c NI E ' 1 • `� =l .Street or 7 .5. STEPS: ( Std. Dwg. No. 2-D 96 ) ��it -Dowel i i -I'III 1 i 4 L.D.-surface I V to S-0"(incl.) place one step 12 inches above the 11 =,II 1 +• I 0 ail 1-- I t 1 floor of the basin. V over S-0" I place steps at 12 -inch intervals from the I Dowel -'1 Protection Bor and I floor of the basin with the to step at 12 inches (minimum) P P 01 14� 4�-Step per Dwg. No. Support Bolt per below 'the top surface of the, top slab. o' zl _ • I' �- I ' 2-D96 and Note 5 Ft11 4'" Dwg No. 2- D 175 I and 2-D 232 I LOS ANGELES COUNTY of >1 FLOOD CONTROL DISTRICT U) i b ----_ '--- ---- =---- °i I •" -= ,-Alternate connections I` CATCH BASIN NO. 3 per Dwg. No. 2-D224 Supersedes drawing of'the some number N1 °d'�S / ' PLAN SECTION , 1 Slope to outlet r 1 T doted Aug. 50 + from oil directions-, I AND DETAILS. I ow.wN .r REVISIONS .°.4'. -------•��-_. 1 A.S.H. MARK DATE O[fCRIrnoN aCOYY[N°[o � I_- -_-----_--� It 7 -1 -'TI Addt;lon T to Nola 4 �1�1 ••I',. II E, 2. 1 ra •.y Dov o///ins/.'ro // ��= • o I I a• - - - ��_ G: /-' ��. 1!1_r•v /�.•-, ca/ �S:oacce— D. W. H . -- °—��6 _ A •— ..n °IV I[I°» lh°INar •Y'1 Nll, °[,YT, . INa.. 0g. ­9D aD .r I '� AYPROV[D BT G.J.P. ' Subgrade optional-'CHIE EN6I ICER SECTION A-ASCALE DATE DWG.NO. 2-D16 3 C. W.H. NONE 5 - 15-'68 sl --- 1 OF I CATCH tYAOIAI A/0, 3 Q Lb I ,»I 3 4 Q t✓i CL 04 OL -------- - - - _---¢SeeS,oecio/Note------- --... Yorioble----------------- L i ----------r L ,- _ _. _. ' I Side Openinq 1 '� 1 1 1 Side Opening I I . I I Side Opening f K _ Basin i j i ; Basin ; ; I Basin D ; i - C F. ; J I I I �` Top of Curb-, ; I ' I t i ry 1- CF. ----- ----- --- � ) V' 1, 1 1 , r ,. �•`---^.—�----- ----- - - -- --- - - it ------ Flow-` StrGr. de. `�------- {All Curb facesEquol}--------------=------------- ---- ; Point A �p\\e�Cp�9rt -Strai ht Grade orsee note'i " Ridge Line YoricThlr: Point A,' Y `'S r-StrGighl Grade -or see note "r'" t 4 it CASE A © Ly �. See note b" See ric/,y116 „lD 'Special Nole: Where no curb exists, curbs sholl be _ constructed between ends of Local Depression. Curb I . N • =! " R oc'r a Oft') f section shall conform to that oPcontro>iling agency. o ' 1,' - _ - •� I ; - -( - - - ; i Fres' .;erre,- L-rne See Special Note - - - - - - `Exl'st. ( , Cu, 6 Poi; ,f A- ' ' 1 - -C'- -- - i f = 3000,co 8 da[ s - --' f<-----Yoriob/e-•----- �---- 1 L " (l/ariab/e i. 1. K 1,'`• �Q r• -I 1L' i L Side Opening D i i 1`I C.F. E L E VAT I O i�1 SECTION U- D i. C_f. T�ofCurb- , a t Basin r> I ---- ------ NOTES . _ G. Lvcol Depression shop be se R unless o, erlvi ce soec;; 'fed on g�'iero/ p,ai",, Flo Str. Gr. 1-'-�quol Curb faces} -T" `�eoin141 `�' ° a b. Elevations of vuler corners shown on general plan. If no e%notions u,' -e spec:.`ied, LPoi�f A- . °f �- - o o the ouler edge of Local Depress;on shot/ conform to PIr71shedstreet surface. orsee note Poi - `l/orioble c, Stokes s/iol/ be set to rode aloe the nolle and o/vn Ilse ridge line (nater j ht RidgeLlne �___ntM 9 9 Y 9 9 $t(n Grade „ „ edge of actual depressed area). Stakes at points M''ond 'N shall be set. - -Strai h t Grade or see note f _Y on a slrcigh t grade between tops of end headers ( i'r'on o vertical curve see note f "'). These stokes shall not be removed until just befbre the See note-- D See note"b f/nol finishing. CA B ----- -- d G = 4 feet unless otherwise specified. *K =5 feel unless otherwise specifiod L. - 6 „ 11 „ H - =l inc/2 es rjnlass olk rw,,ce s`:,o i vii nr, , ,' go nerdl p13n. - -See Special No% - ----� e. Points A and 6 srid'l be se!' of Hunches beloss eiisfln9 Buller grade. Side I�1 f. Special delails governing the construction of this Local Depression on i I 12 i <-0 ani ­iI , F- IZ�• ` ; vertical curve shown on genera/ plor7. ----�FJ , ,TopofCurb ' 1 1 Bcsi (-��.------ �` I_�C.F---- ' -1a E uolCurb REFERENCES REVISIONS LOS ANGELES .:JUNTY Flow 1 - Str. Gr. -- 9---Str. Gr. -- 1 Flow `OC,o�f `, F1- ' I MAIIK DATE DESCRIPTION FLOOD CONTROL DISTRICT StrG `r�„G o� Vorioble x 7-, i-�2 G,,,nged 9=3' Ito K=5' n , — - %Ridge Line, = a �r� LOCAL DEPRESSION NO.2 I , A 12-1-75Z Reinrvrg?' Hole '-S'trol h t Grade or see no l e ?" ¢ 6-10-s3 4ddcd Noles and FOR SIDE OPENING longed 4' to iv CATCH BASINS 04:1., / , Ly0 „ U 6.17-33 Added tlfr See nole b ., PointM,• 0 ,Point N see nole b V e DJ 4cld.&" '��.' _ --------J - -' CASE C �-- -'- - r, 6.5.35 CHAV'Se'D,I0Na,'•• ArrRUraD e, , /p 1. _ suetil D uT R[COV N MEOCD ., HATE 57 WY ._.--.- NO c nlvl °tor IN.:I»l Ill ,oa[lart $NEIN I OF I ri; LOCAL DEPRESS/ON N0.2 FOR /NFORMAT/OM O/�✓L DRA NY> �i ' i 5E EASEMENT , 1 1 p INLET DETAIL N. -T. S, ATES,ALUAM13RA *A- N40. U-13 FOR INSTALLATION D>TAILS, EXT EKD WA LLS. DF B QDW '011LI4 AR.WN-D INLET AS S40WVI. F S'TRUCT URE PSR )E -TALL 12121-5 AS MODIFIED. 14EikEW , R6CR40 .004 WIN# PLANS PREPARED UNDER THE DIRECTION OF: . GEORGE R . U E . C . E.' 0 13960 DATE MY REGISTRATION EXPIRES 3-31-93 REVISIONS Eligineer city No: Dison tion: A roval Date: A roval Date: BENCHMARK: 103-Q esP/kE /NEP. BY P.P. W153G'GI♦i3E S L. Y 5690. OF 49A6454 /A/0 220 f E'GY 0,aCIVIL CA/E,e,¢ YA ti/E. EGEVAT/ON= /3�,j. 0¢ JP, KAPP ASSOCIATES, INC ' r C ITY OF FONTANA CAL 1 FORN I A 5 �pD ,N�Er �ETAI� le-l�� � .- , ��9� PUBLIC WORKS DEPARTMENT eo O ,AI6 P�� g low—Fu/ ENGINEERS, LAND PLANNERS LAND SURVEYORS 2002 IOWA AVE. SUITE 110 RIVERSIDE, CALIFORNIA 92507 17141 276-8760 Drawn b y : $rOQM ORA /N OETA /IG SHEET TRACT NO. 1q'277,14277-1 2 3345 - 3 �•�b S0016: Designed by: Date: Cheoked by: G ,Q 6,%51- A p p r o v e d: C-� CITY ENGINEER R.C.E. 2612!^ DNB. No. 2 ( GS 2