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HomeMy WebLinkAbout1565-11- - - - - - See Special Note Variable---------------- -- - -------- Variable - ;`--- ----1 t L -t Side Opening I ',' I Side Opening I I ll Side Opening r K 'I 12 i }" - Eosin 1 i ; Ba�ln ; i Bosh D C f. C f I 1 ' I Top of Curb I I ' r flKw'- -Sir fir- - - - - - {All Curb rotes fyuov'- - - - - - - - - - - - -=Q, ; G�/n/ B 1: X.,;v ` Point A �� voriorle , Slroi ht Erode or see role �Pr ' Elaine M- Strai hl G/nde���RidgeLinc _ L L See note 'b" See iiitd'b CASE A D� .- - °Special Note Where no curb exists, c-,,rbs sholl be �� , uj� ; -Trd9e Line constructed between ends oP I ocal Depression. Curb � `� � . � • , (Round Off) section sholl conform to that ot"controlling agency . V(_ i - - -� _ - - ;-4 -1�i- • i - 1 — - - - - Eire; Gv e l �n e ' - • l 3000 ,- - - See Special Note - - -, 'Er,st - } c • P C�.6 Polnl A - - 110noble - - -��, 1 L (Vor�db/e 1 C f iz � i Side Opening D ',� f E L E VAT I O N SECTION D- D m I _T P. /_r u_rb - _ t Basin r> I - - - - ' ,__ -_- N 0 T E.5. Lh o Lucol Depression sial,/ be Cose R unless otherwise specified on ge.riero/ plan. f% Str Gr, i `quo( Cui b forest E�rnl B_ 1 - b. Elevolions at uulcr carrrars shown on general plan. I(' no a%r'ohons a/�e spdct'fai, C.nos the outer eda orLavl Gicpress�onshop conlbrm tot7n/shedslydet su/�oriableLen ht Gro °� Ri�e lC. Stokes shop set to grade along tine valley and along the ridge line (outer r « edge o('octuol depressed area). Stokes at points M and N shall be set -Stro/ hf Crude or ser note P i on a straight grade between tops' ot"end headers 01 on o vertimI curve + L� see note /'"). These stokes sholl not be nemnved until just belbre the See nuld'b " D -See note 'b enol tin/shing. - - - - - - - ' Q� CASE B - d r� • 4 1c�e• t un less otherwise specir'ied. �K • S t el un less otherwise s pl:riril•d H •-d 1oc!les a�l,less oiherw,se shnlvn ort ,he gene:ro7l plan. - - - see Special Mole - - - ' - e Points A and B shell be set al N inches be/oft e.lsllay gaper .9rdde ' 6 , 6 l' Special details governing the construction a0his Local Depression on IV OSide I i-- I2 n i vertical curb e shown on genet of plan. 1 I I 1 n//1S% 1 1 I i CF - - - - S 7 a/'Curb _' ' I sin (- - ; b - 'V IF r 1 flow I` - Slrur. : Q" Cu/ - SYrG/:� 'i fIOW fit[FEHENCEe -` REVISIONS LOS ANGELES ZOLINTY ,Q aCe� ►�. — uATs Dasu,.Ilow FLOOD CONTROL co '31 S1 RICT V \�r.5;` i ��, CO varloble a r- %-t L"""+rqtK'!'t•ANS' LOCAL DEPkESSION NO.2 ' `iG' RII�e LInC' I /� rL•rr ft Nes.rd Kori S t ruI t';4t r oda or sEe no /9 P` ! ♦ 8-10!J 4W#J Nolle and FOR SIDE OPENING • L ! 1__f V, u 1f/sL Owngdd CATCH BASINS See nolo 'b' FLinl cal,' D ' �iwinl.N Se: Hole L ` l + ,j ✓d-� ^ ' _ ! !! C,w+wlL 1NN.•r.. wr•wor•o s. �_ O - - - -. , m CASE C - m s•,�:� /!(itO,[h?li _ .[. ... aa,aMili)'O/1Y II.COrr[MO/O s. OAiE HO ,ee 6H Lf , _ ILL//Oi 1 LOCAL DEPRESSION DETAIL . ..... -. _ ._.. _... _.. ._ __._.._. __. 5X1" ri Scot B Omit Ihatop to � - \T�St reef grades 11 :Edges to be rovnded ls _ - t _ _ Max Mln� -- I to 3" Radivs — paved �♦ 'Fpr paved strecI5 II" I 8q"' For unpaved_str5.fIS'� 24� - `' sZ' }�0 $CC Note P) ro - 111 ,7 1 ySj_ Rudivs = L D of 5pur ! - �' -4 > > 1.--11 �J/� }}n.�( f r _ All steel Roof _ %_ _ '-' L I _ 1 - r s4 barsT, 4" 0 C I — � � — \\TI O f . . F- l ' I l' SECTION C -C PLAN DETAIL N PLAN NOTES (13haft not shown) (Shaft not shown) H- HEIGHT H (in sec A -A and sec a -e) s/Yull be riot lees than 4'-0', byyt may be.Increased SCG Note M prov,ded that the valve of M shall be 1101 Ica• than the minimum specilled Q .! liiai hie re - St &hall b: used. for H (in sec C-cj see Note P atr�,et 9rcde -- manhole frame and COJG►' L- LENGTH L eho.11 be 4 /cel 4nIeAa� othfrwi*e shown on plan L msy be of 1 Fran No 2-D472 Incre.osea or loco.tion or rrwnhoe stYI tot 1'o meet pipe, endo ' '• O M- SHAFT shev111. oristr-uctea r Sec S, C and Detail N when aSpth M frvn) street 4 cjGalvanlze� geode to tr,p 4 boX Is Iese Ihdn Z'-lol for pored Ott **to or s' -S• for unpaved ` /4r r r- P- A=t P [•�s at ro-ducad to on r+b.olute Iimlt of 6' when ;arger values of P S1CC1 StC ;n _1 Y � r � would r-cduce �1 (in pec. C -C to 3'-6" or less gV ri- �I A 14 10 15 O.C. _ ...1•,. rv.,,.• T -T shall ire a' io•' values of up to and including a feet L U • r . • �.�~� peY PetoolI r •' „ . T shall be lo" for values ef H over 6 f_et. ® • 3 • v 7 0 "� •' - ' LP v ' --•^ 'p —. • .• I- STEPS shall be Ia'round, goI=;it0 steel and anchored not Icss thar� i inGhe• p •' l7 a� tom-, -,I -V rr►►�� the wells of sfrucLr lrnle'Ss c�herwlw� lYYown, step• a11o11 be •��xaceJ 11' TO IT 0.0 C 11_19111) L , ►..: - 4' The bwcst step shall tic That .... than 4 feel above Mie ledge at side of manriole flour n f g - `T� T Sys Std D%'094 t�..� 2- G = 3000 pbi at 28 days sTeELtllbl¢ CI�5L1A�l�strolr�ht burs (j clear (corn ' •'' , 00 5Y.2 ) ��-v > , ata of Cone e. Pipe 5``'r'' D C 1 i 4 -STATIONS of manholes shower or. Plan app( of center lined •fluff Flevatlons -� s •• (Z O V I = I 1 t;' are ehywn ar shen center and refer to the rrolen4ed invert i3rade line. See Nati L '• 3 L Q ' ' • 1 ," a•I it war shin;r.9 location T • •___ 3_1_ _ _ . I •p Z , I, �• , l I 5-I'LOOR � manhole .hall he steel- troweled. 4• Rovnd edg 5� - , %;j ' 1' ' 2 I b--RiWiS, rc,f,•cer and pipe fg access ---haft &hall be seated in mortar and neolly l r _ of into S f • 2 ll I 1 I ponied or wiped inside shoR • % I _I ; Ii ' �- I RErERENCKS RavtaloNs LOS ANGELES COUNTY ,. N 4+?T-a 4F+ FLOOD CONTROL DISTRICT 1 •�� I • MARK e•T11 sa •Coir TION r L �;a�e ►- E C .See Note4' MANHOLE NO. •' Ldy.nr ;1 •• ' ,iV rack lin - a -�\ �' •` c c - PLAN SECTION AND ' �__!/' . • Opti(x'1ul bottom DETAIL • s . p p Aw.aoru •r • `O +' Inlet elevetlon SECTION 1_7-B '--,I 7710 TH/S DRAW/NG SUPEQSEDEJ LW6- `Ni r [N SECT Ior� A -A' SOppt"' of int: pot OF TXE SAME N0. D•1TED 1-7-j9 !°t_'7� No Z-0102 STORM DRAIN MANHOLE DETAIL NTro' REVISIONS A nA�� G DINE 96COAD DRAWIlVG � ,,� �.y,°�, BENCHMARK FWE 1 USCGS "4n:' STATION "PARCEL" 1963.90% E 'l -Y. OF RAILROAD TRACKS AND 28' SLY. OF CENTERLINE OF BASELINE. 1.1 MILE E LY. OF EAST AVENUE. SAME AS CITY B.M. #364 ELEVATION 1301.54' -Curb Dowel_, �Dowel perHIL _Anchor �Frome and Cover per - 1"Clea Dawe)Face Plate and N0TES Detoil-- ►�`a1� - �� ,' Anchor Opening p r ' % r j '-I. CONNECTORPIPE: Locale pipe at the downstream end of the basin unless 4"Radius' I Street a specifically noted otherwise on the genorol ptoii IFEDowel �•+L.D surface,t Pipe sholl be trimmed to the final shape and lerlyth before oProtection Bar- �""_�; the placement of concrete. _j in, . S at Bolt pi 2• CONCREi' Design, f� : 3,000p s i compr esslvt strength ul ZJ days j�l; �I a_�" 4 ' Floor of the basin shall slope from all rolls to the outlet and '_" I -.Slop per Dwg>i shall be given o steel -troweled surface; finish 2-D96 and Note 5. ' 1 t I Curvature of the sill and side wall at the gutter opening shall be 3" Rod.- ! famed by curved forms, oral all eAposed edges, or corners, and I t-Reinf. per Dwq (_ _b _ '' t. i concrete to metol flume edges ,hall be given �radius edger llrnsh I �I� i pQr�Q,11 - SIGpe to rupee from i - 1 t ® all directions I Surface of all exposed concrete 01011 ccntorm in grade, slc•pe, color —T-Anchor 1 - i ; and finish to the existing, a proposed, curb and caulk udiocent to the bosh. 3 REINFORCE NIT- (CM ':PJW• Abll 7 Top slab - No. 3 bars as required on Inc -pop Slob Sln,clurul Plan +-- - - - -- --s- ' I I Walls and Floor A5 required by ,�iA1l Subgrode optional _ _2 Y I t' II 4. DIMENSIONS ! I _ �''Relnf. 0 2"A SSECT ION A- A lAlfernote connections Curb Fact of the cote( bosh openiilq(EAisI C F tN )shall 4e osieyuired b, per Dwy. No 2-D224 MZ'rAl�j -�— - -3"Radius b = 3'-2 ,unless otherwise shown A 1 a 6inches if V-4'-0" or less A !LZ- \`• c-- I Ih� iI 1 a 8 inches it V: 4'-1" to 8'-0" ' r`� \ I ► i ,-� 111 I - ---- B - - - - ,--� t s 10 inches it V = 8' 1" or more L1• - I V : 4'-0" unless otherwise sho%n on the yenerol felon. _ (w3 bars 4 re 'd I r 111 I , q 5. STEPS_ (Std. Dwq No 2-0961 1 },,3"Rod. 90° V to S-01incl.) place one step 12 inches above the fluor of file I c basin. -�-- - \---4" RadiusofOF DOWEL V over 3'- 0" place steps at 12 -Inch antervai! !rom the flour 1 1 of the basin with the lap step ,11 12 mere: (minimum) Deluw the Reinf b12"AS' '-'°" ; �. Anchor per Dwq. top of Itis manhole. - Dowel ' All M N. local Ions Curb per Dwq No 2-0157. TOP SLAB - STRUCTURAL PLAN LOS ANGELES COUNTY FLOOD CONTROL DISTRICT CATCH BASIN NO.2 Supersedes drawing of the some PLAN, SECTION number doted August 1950. 81 DETAILS °w'"'"" REVISIONS SY.H MARK DAT[ DI aC RI•T)ON __ [waC.[e It .9cour1«41,46 al •rlwOv •, waCOrr ave W4 •'. D_WM•ir.•.Ow ar4«[ • N T Gwi•I e•N•. •ave G i P. CHIC►' LNa-�i[[iI --- SCALEATDWG. NO. 2 0162 C W h. NONE 15-75-!68 SHEET I or I CATCH BASIN DETAIL ti-.' � r�)I W - -+- -y I ____ NOTES Alternate Mor,►,ole l locations PerDwq. No 2-0157 A ; L CONNECTOR PIPE Dowel'- -- Dowel per Detail Locate pipe of the downstream and of the basin unless -T r-1-_-- I I� / � � • `I specifically noted otherwise on the general pion. 'HI i Pipe sholl be trimmed to the final shape and length t tI before the placement of the concrete. 7 1 6" 1 7" 2.CONCRETE I typ —+— 1 Design, = 3,000psi compressive strength of 28 days. 1 t'I 1 Floor of the Dosin shall slope from oil walls to the / outlet and shall be given a steel- troweled surface Ci finish. Curvature of the sill and the side wolfs of the gutter Dowel opening sholl be formed by curved forms. Dowel-- - I 11fyp. Anchor Surface of oil exposed concrete sholl conform in grode, - �41 ,2 H slope, color, and finish to the existing, or Anchor--- 11 111 Its proposed,curb and walk adjacent to the basin. ff fLj_- _ _ _ �� M.. 3 REWFORCEWENT (ORCal 45'M, A0193) U I r 3" Rodius- -- - I p Cur ©Top Slob - No. 3 or No 4 Dors spaced as required on the 4 _ _ Structural Plan. r T Wolls and Floor -As required by Std Dwq. No. 2- 0 172. - FLOW 4' Rodius L- Anchor per _z - v 11 `" q Radius 4_ DMr1ENSIONS vg�A I/ -E- N `Reinfi R er 3 Radius P Curb tote of catch basin opening (Exist. C.F. t H) shall ►Teem i ('R'-\ A be VeY de -fa -I L Catch bosins for W=10 feel or more sholl have a "VR TOP SLAB -- STRUCTURAL PLAN depth at the upstream end equal to the curb loco at the catch basin plus 12 inches,m bul in no cost shall 1 "`3 or'04 bars, 4 req'd 8" - •� rim ° M; 9�• C�' DETAIL OF DOWEL Supersedes drowing of this some number Ni A Slope to oullel I I doled At/ . 50 + from all directions AND DETAILS °""" •` REVISIONS A S. H. MARK DATE O[aCRI/TION l0 r — — — — — — — _ -- — — •n•ov A,. wacorrar ea0 • CrIC.IL •, j., '76 [a•i11•n I• Praia a ,pi Sd D W H. ® Z 74 •4 Da, o.%ernohws 1 _ _ `0 `� d o _ _ _ _ — _ _ _ — — — ••n•.ow ar••r• .. •ar, isr •a.vrr r.a • APPROVED .r o[•iu•re •r r F Subgrade optional-" G. J P. cNlcr cNcwult au ' j P. ♦r SECTION A -A SCALE DATE DWG. NO. 2 — p 16 3 NONE 5 - 15-'68 SHEET I OF 1. SOILS ENGINEER: I DEVELOPER: CATCH BASIN DETAIL OWNER: CHJ INCORPORATED ROCKFIELD DEVELOPMENT COMPANY FONTANA HERITAGE WEST END ASSOCIATES P.O. BOX 231 31866 CAMINO CAPISTRANO 230 NEWPORT CENTER DRIVE 1355 E. COOLEY DR. SAN JUAN CAPISTRANO, CA. 92765 SUITE 300 COLTON, CA. 92324 (714) 240- 5819 NEWPORT BEACH, CA. 92660- 7511 ( 714) 824- 7210 ( 714) 720-1166 JOHN P LEUER RCE 34996 H'T' 5. x IA y . _Nfil.-- w.♦rK a porn t Comer r Int 4C a c� p. Inlet pipe bill ddingli ' see ( Nelurol ' Br " A Dal ground, rrlrI'll Uncompocled h o c k fi" •, "CASE I 465--_ Cw6 Lor _ _ 1w 1411 ,M�l�96 ..........Rerw/orcrnp $fee/ per op0/IcoO/e - -"' ` •�• � 1 tor- � Sid. OWV. a of dwWled orAw►nw �1X 10" Rolled .� JASTMA361 '! >4-q dears -- - - ii i�lr1h y •ILL 19M /orated a: tAow.r .. �1. 1 1:, '-� • W4 • s%de MO/A !lair _ ��K - 7 3- • :+ or -o bars [ (W + 6') A.S. -- -- 1' 41 Pol Go" 17 b NOT 1�1 rwx Ault of(6E l.. t°LA,'rE I � Pilate V • / 't r �' _ -Adj