The URL can be used to link to this page

Home My WebLink About3949-4T 310 IF OPTIONAL _DC 'I or C8 -EOGE3 TO BE tG ETJ ROUNDED TO 0 BARS 73 ff" (30) R 73 mra 132) OC 10103) Tit BAR ROID OF SPUR Ct tc 4-20M(ed). E 13ARS Pt C -34 LON . _J 975 mm (30 SEE NOTE 2 4 0) H t is, OM(03) TIE OAR Jnm ?0 D BARS ONG 75 me (30) OC. SEE NOTE 9 3-15AK84) J aAR3 1.4 m (4* -0") (41-911) LONG 75 reM311) OC COWT.AWL 13ARS 150 mm DETAIL 'IN" (G-) OC TO 1143109 EDGE Of MANHOLE. SEE NOTE 2 (RINGS AND COVER NOT SHOWN) (sit IMI -1 PLAN (SHAf I NOT SHOWN MANHOLE FRAME STREET /'-AND COVER PER GRADE $10. PLAN 630 610 mm (1401 MANHOLE SHAFT 125 min X 50 MM PrJN3EAT LEVEL. PER STD. ($,Karl OTE PLM 324 - PIPE SEAT 900 ffim 1131-04- 9 BARS 11 13AR U. Tit BARS STEPS T(iJIM111 I IL TIE BAR ft. 0 6A3 125 mm (51) J BARS ROUND EDGE 4;)A4 - 4 t TO 75 MMI 13�) a SPAIN* LINE lShK#4) 0 450 wn INLET 00`4 OC BOTH ELEVATION GR POINTS. WAYS TO BE USED APPLIES AT SEE NO ff 4 ,ED THIS POINT WHEN N 13 1500 on (606) on Zs� SECTION 8-8 SECTION A -A CONCRIT9 RINGS PER $10. STREET GRADE PLAN 324 125 Mrs 2 23 014 ($Oda) RING SEAT 0 M1 T TH 1 1.11 H BARS STEP IN PAVED SEE TABLE STREET$ Ag VARIABLE N BARS 130 Mn (S E OARS 400 mra (1601 FOR "�IOMC#3 OR *4) PAVED STRECTS. F 630 n" (r -a,,) FOR III BARS UNPAVED STREETS, J BARS AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER PROMMOAM &V THE ROUND "A "m W., "m PUOW VQR" STANW03 M aRMOOMODW&ME Im EDOES 320-1 TO 75 mm ul SMET I C# 4 SECTION C -C go AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER PROMMOAM &V THE MANHOLE PIPE TO PIPE MAIN LINE "A "m W., "m PUOW VQR" STANW03 M aRMOOMODW&ME Im 10=900 Mm Mll OR LARGER 320-1 ftv. I%* SHUT10F2_' SMET I C# 4 USK V0FM STANOMO $PWIF"71ON1$ fOR PUWO W0RKS',dj0:"-jWW-M1# lowfto PIPE IOM*450 mo (03 OR 00185) OC R u og F I "le, �tT . It 3 ID M 0 M A 8 8 BARS (A T T 'M 4 P 31E 4, MAIN LINE N'OT A U-1. STATION STATION PT._J 1 0 �-O BARS PLAN No =T:h IL -P \-STATION 0). 2A lfff3O fff 041111 00 W TO LWH (1 1 Sty MM C R Isis 0 01(p),01 LONG I TUD I NAL--SEICTI-ON D BAAS A BAR$ 0 '4" F BARS--�^ e 4 a BARS OC I 50 mm 04 WAYS Is isss MMY A. r... 1L MAIN LINE Ir% flu &A -RA -un I ItU, tol's IVE Iva I'l- AMERICAN PUBLIC WORK3 ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER TABL FOR 81MMEN AND IZ 9 TRANSITION STRUCTURE D2 on B (MW OKHES) (MVJ F on T (INCHES) 340-1 a SHUT10F2_' 300 It go 1 4 r 42"-45' 16.5' 373 13 do 4114 525 a 130 3 too 24 140 SI/4 a?$ 27 140 SIA _75-0 30 160 - ; $ad 33 160 1 P/4 900 36 1 170 6 w 1r, 1� r, riptrIT C-1:2 2 973 39 ISO 7 1050 42 too 7 fit 1 3 8 r 1 #23 45 200 7 3/41 -72-30 49 .210 0 121f si 220 _10-01-ir .Isso S4 230 $ 14jS S_l Z40 '91/4 F11-1-mr, 10.1,21 1600 so 250 '172 65 260 10- 16SO 66 240 10 lif n.-Y�.n 57/eve L.- %J L %0 1?9$- _6* 240 -16 _3W_ t%f# =.U(FC.911119144117�71 __16OO ?a 2SO_ 1-1 ?s 300 if 174 - 6-4 390 1121.42 2250 24001 so 04 __140 1-6-0 113 V4 a 2530 109 40* 2700 100 1 410 Is 2660 114 420 -TO-0-0 120 440 310 126 440 17 3061 132 450 ll va- ' 4$01 IIL_j 460 I'l? 14 34001 144 1 440 1 16 lu U-1. STATION STATION PT._J 1 0 �-O BARS PLAN No =T:h IL -P \-STATION 0). 2A lfff3O fff 041111 00 W TO LWH (1 1 Sty MM C R Isis 0 01(p),01 LONG I TUD I NAL--SEICTI-ON D BAAS A BAR$ 0 '4" F BARS--�^ e 4 a BARS OC I 50 mm 04 WAYS Is isss MMY A. r... 1L MAIN LINE Ir% flu &A -RA -un I ItU, tol's IVE Iva I'l- AMERICAN PUBLIC WORK3 ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER PROMMATED fff T�11 TRANSITION STRUCTURE STA?15t1;g" PUBW VKM STAND&RN INC. GME60WOOMUMER PIPE TO PIPE 340-1 Im I REV. ION SHUT10F2_' SHUT I OF 2 Uss NTH $TANOARO SPECIFICAMN-3 FOR PUBM WORKS CONSTRUCTION 9�LAU!A!U Wk -F., "M � momoni UP � ML 113=900 M (3611) OR LARGER FT -T.111=94111111111 JID:S600 mm (24 332-1 REV. IM SHUT10F2_' VAUTI;m 240 15 oF sAN sEvAINE RD., 2.65 mi hisr 36Av-39& 200 1; 42"-45' 16.5' UkX171f YAM 4 I---- A 48 19-51' 14.50 25 5411:17 130 28 60"-6 3' 11.5" 31 Ito -5134- 1r, 1� r, riptrIT C-1:2 2 FT. I -M in, W.W'" a MADOLE AND ASSOCIATES, INC. r, Wn'T U 2 = EU-=ff R AIIIIIIIIIIIIll DRAWN 8 Y. - No. 36637 c: 760-A S. ROCHESTER A VENUE EFIJA Exp: 08-30-06 FT -1.1 -MMI -kRi SUVA F11-1-mr, 10.1,21 �TIIMIIIIEILI CIVI C n.-Y�.n 57/eve L.- %J L %0 CHECKED B Y.- t%f# =.U(FC.911119144117�71 (YDIIIIIIIIIIIIII - __ _ I;F Ck 1966, EXP. 6 WENDELL L. IWATSURU G8 W - -- ----- =mmK-7r�y� IIIIINIM 1CM AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANW 320-1 MANHOLE PIPS TO PIPE MAIN LINE 1 � ML 113=900 M (3611) OR LARGER SHEEr 2 Of 4 1 NOTE THE HORIZONTAL ANGLE OF CONVERGENCE OR DIVERGENCE. 0. SHALL NOT EXCEED 5*452. 2. VALUES FOR A 13 C. DI AND D2 ARE SkOWN ON THE PROJECT RRAWIN28. ELhArION R AND ELEVATION S ARE SHOWN WHEN EOUIR BY NOTE 10. FLOOR OF STRUCTURE SHALL 13E STEEL TROWELED TO SPRING: LINE. 14. RCINFORCEMEN STCEL $HALL CONFORM TO ASTM A 615 M (A 615). GRAOC 30000) AND $HALL TERMINATE 40 mrn H 1/29 CLEAR OF CONCRIT SUROACES UNLESS OTH AWISE SHOWN. LONGITUDINAL BAR$ HILL BE IOM 0 450 mm (of OR 04 0 186) OC OR LESS. 5. ELEVATION 3 APPLIES AT INSIDE WALL OF STRUCTURE. 6. TRANSITION STRUCTURE SHALL BE POURED IN. ONE CONTINUOUS OPERATION. EXCEPT THAT THE CONTRACTOR SHALL HAVE THE OPTION OF PLACING AT THE SPRING LINE A CONSTRUCTION JOINT LONOITUDINAL KEYWAY. 7. THE LENGTH OF THE STRUCTURE MAY BE INCREASED AT THE OPTION OF TH CONTRACTOR TO MEET RCPRT E%NUSIN0 0 ARS LONGI DINAL ANO BOTTOM REINFO T IN UT NoEd PORTION OF 3 9 01AMETER AND SPACING AS SPECIFIEO IN HE TABLE. 13UT ANY ANOE IN THE LOCATION OF SPUR MUST'SE APPROVED 13Y THE ENGINEER. 8. EMBEDMENT P SHALL BE A2 SPECIFIED IN TH4 TABLE. UNLESS OTHERWISE SHOWN ON TH PROJECT DRAWINGS. 9. WHEN THERE 13 NO SPUR REQUIRED. A & 8 BARS SHALL BE OMITTED. 10. WHEN ELEVATION R AND ELEVATION 3 ARE NOT SHOWN ON PROJECT DRAWINGS. INLF.T PIPE $HALL ENTER MAIN LINE RADIALLY. WHEN INLET PIPE FENTERS MAIN LINIE OTHER THAN RADIALLY ELEVATION 3 $HALL BE SHOWN ON PROJECT DRAWINGS. AND INLET OIPE SHALL BE LAID ON A STRAIGHT GRADE FROM ELEVATION 3 TO CATCH BASIN OR GRADE BREAK IN INLET LINE. ELEVATION n SHALL BE SHOWN ON PROJECT DRAWINGS WH[N STUB 13 TO BLr PROVIDED IN MAIN LINE FOR FUTURE C UCTION OF INLET PIPE. Il. THE MAXIMUM COVER ABOVE THIS STRUCTURE SHALL BE 7.5 rn (251). IF TH9 COVER EXCEEDS 1.5 M (259 A 3PECIA1. STRUCTURE SHALL 131C DESIGNED FOR THE COVER AND OETAILIEO.ON THE PROJECT DRAWINGS. 12.. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE NOT EXACT EQUAL VALUES. IF METRIC VALUES ARE USED. ALL VALUES USED FOR CONSTRUCTION SHALL BE METRIC VALUIES EXCEPT RI!INFORCING BAR SIZES IN ENGLISH UNITS MAY BE SUBSTITUTED FOR METRIC BAR SIZES. If ENGLISH UNITS ARIE USED, ALL VALUES USED FOR CONSTRUCTION SHALL BE ENGLISH UNITS. AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STAI� 340-1 SHEET2 of 2 TRANSITION STRUCTURE PIPE TO PIPE TOLL FREE -800-227-2600 A PUBLIC SERMCE BY UNDERGROUND SERMCE ALERT 1. WHEN DEPTH M FROM STREET GRADE TO THE TOP Of THE BOX IS LESS THAN 867 mm (21-10 1/20) FOR PAVED STREETS OR 1060 an (31-60) FOR UN- PAVED STREETS, CONSTRUCT MONOLITHIC SHAFT PER SECTION C -C AND DETAIL W. SHAFT FOR ANY DEPTH Of MANHOLE MAY BE CONSTRUCTED PIER SECTION C -C. WHEN DIAMETER D, 13 1200 mm (4811) OR LESS, CENTER OF SHAFT MAY BE LOCATED PER NOTE 2. CENTER Or MANHOLE SHAFT $HALL SEE LOCATED OVER CENTER LINE OF 2. STORM DRAIN WHEN DIAMETER D, IS 1200 mm (483) OR LESS. IN WHICH CASE PLACE E BARS SYMMETRICALLY AROUND SHAFT AT 450 WITH CENTER LINE AND OMIT J BAR$. 3. L AND P $HALL HAVE THE FOLLOWING VALUES UNLESS OTHERWISE SHOWN ON THE PROJECT DRAWINGS$ A. Daz2400 mm (968) OR LESS. L*1.7 m (51-68). PsI30 mrn (6') 0. Da OVER 2400 mm (96"). LxI.8 of (61-011). P2210 mm (82) L MAY BE INCREASED OR LOCATION OF MANHOLE SHIFTED TO MEET PIPE ENOS. WHEN L GREATER THAN THAT SHOWN ABOVE IS SPECIFIED. D BARS SHALL BE CONTINUED 150 mm .(GO) OC. 4. STATIONS OF MANHOLES SHOWN ON PROJECT DRAWINGS APPLY AT CENTER LINE OF SHAFT. ELEVATION$ ARE SHOWN AT CENTER LINE OF SHAFT AND REFER TO THE PROLONGED INVERT GRADE LINES. 5. REINFORCEMENT SHALL CONFORM TO ASTM A 615K GRADE 300 (ASTM A 615. GRADE 40). AND $HALL TERMINATE 40 mm (1 1/21) CLEAR OF CONCRETE SUR- FACES UNLESS OTHERWISE SHOWN. 6. FLOOR OF MANHOLE SHALL BE STEEL TROWELED TO SPRING LINE 7. BODY OF MANHOLE SHALL BE POURED IN ONE CONTINUOUS OPERATION EXCEPT THAT A CONSTRUCTION JOINT WITH A LONGITUDINAL KEYWAY MAY BE PLACED AT SPRING LINE. S. THICKNESS OF THE DECK $HALL VARY WHEN NECESSARY TO PROVIDE A LEVEL SEAT BUT $HALL NOT BE LESS THAN THE TABULAR VALUES FOR F SHOWN ON TABLE SH. 2. 9. D BARS $HALL BE 15M(04) FOR Dax975 inm(39') OR LESS. 15hg#5) FOR Da 21050 mm (421) TO 2100 mm (841) INCLUSIVE AND 2OM(#6) FOR Nz2250 mrs (90") OR OVER. 10. CENTER LINE OF INLET PIPE SHALL INTERSECT INSIDE FACE OF CONE AT SPRING LINE UNLESS OTHERWISE SHOWN. 11. STEPS $HALL CONFORM TO STANDARD PLAN 630 OR 636 UNLESS OTHERWISE SHOWN. STEPS $HALL BE UNIFORMLY SPACED 350 mm 041 TO 315 MM (151) OC. THE LOWEST STEP $HALL NOT BE MORE THAN 600 mm (248) ABOVE THE INVERT. 12. THE FOLLOWING CRITERIA $HALL 189 USED FOR THIS MAN14OLF-1 A. MAIN LINE a 900 rnm 13611) IN31DE DIAMETER OR LARGER. EXCEPT If THE MAIN LINE RCP DOWNSTREAM Or MANHOLE IS goo mm (360) TO 1050 mm (428) INSIDE DIAMETER AND THE MAIN LINE RCP UPSTREAM IS 82S mm (334 OR LESS STANDARD PLAN 32J SHALL BE USED. AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER $TAM R KM T R% MWA 320-1 SHEEr 3 Of 4 MANHOLE PIPE TO PIPE MAINIINE 10=900 mm (3611) OR LARGER LATEJVAL/CONNECTOR PIPE rr-4� t MAIN LINE RCJP CASE I PLAN - -9 'W" -2 00) AS T OT S I SEE NOTE CASE 2 (SEE, NOT99 9 01 10) 1`13 450 -CONQ PIPE. RCP OR C3P t,k#AIN LINE RCP ----i i 15 MM 0/2`1 VJ?L SEE NOTE 4 SFEQOIN�l Of INLET P1 10'M 6 JA wll.l� WITH '�_4 ." 4 L Z: IMPAIT SOIS T VT 3 F1 AON$ UNDISTURBED UATH SECTION B -Q FOR OUT t CATtH WITHSAANS1106 r -CATCH BASIN FLOOR "01" )N3 BACKFILL MOM BEDDING CASE I SECTION C -C IRTAR PLAN CA SADDLE CONNECTION SECTION AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER Phom=Ano ffy n* JUNCTION STRUCTURE - PIPE TO PIPE "LOW MOPL" KMA WOMS STAMM." IM, &MMS"WmMant JID:S600 mm (24 332-1 REV. IM SHUT10F2_' U$t UT" --H SfA_NW6 $Pt4WfWONS FOR _PUWG WOPM CON$TRU"OM B. THE OUTSIDE DIAMETER Of THE LATERAL MUST 13E LIESS THAN OR EQUAL TO 1/2 THE INSIDE DIAMETER Of THE MAIN LINE. IF THE UPSTREAM AND DOWNSTREAM DIAMETERS OF THE MANHOLE ARE NOT THE SAME. THE GOVERNING INSIDE DIAMETER OF THE MAIN LINE SHALL BE CONSIDERED TO BE THAT WHERE THE EXTENDED CENTER LINE OF THE LATERAL ENTER$ THE MANHOLE. C. IN NO INSTANCE SHALL THE INSIDE DIAMETER Of THE LATERAL TO THE MANHOLE BE GREATER THAN 730 mm (304). 13. MANHOLE FRAME ANO COVER SHALL CONFORM TO STANDARD PLAN 630 UNLESS OTHERWISE SHOWN. 14. MANHOLE SHAFT $HALL CONFORM TO STANDARD PLAN '324 UNLESS OTHERWISE SHOWN. IS. WHERE A MANHOLE SHAFT - 900 mm (36-) WITHOUT REDUCER IS SPECIFIED REFER TO STANDARD PLAN 326. 16. WHERE A PRESSURE MANHOLE SHAFT - WITH ECCEMTRIC,RIEOUCER 13 SPECIFIED REFER TO STANDARD PLAN 328. 17. WHERE A PRESSURE MANHOLE SHAFT - 914 mra (369 WITHOUT REDUCER 13 SPECIFIED REFER TO STANDARD PLAN 329. IS. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE NOT EXACT EQUAL VALUES. If METRIC VALUES ARE USED. ALL VALUES USED _r METRIC VA FOR CONSTRUCTION SHALL BE �,Uf 0 SIZ9S IN ENGLISH UNITS - - E6 EXCEPT REINFORCING 13M MAY BE SUBS E FOR METRIC 13AR 31Z 3 IF ENWSH UNITS ARE USED. ALL VALUES USED FOR CONSTRUCTION MLL BE ENGLISH UNITS. THE FOLLOWING STANDARD PLANS'ARE INCORPORATED HEREIN: 324 MANHOLE SHAFT WITH ECCENTRIC REDUCER 326 MANHOLE SHAFT 900 mm (36-) WITHOUT RIEDUM 328 PRESSURE MANHOLE SHAFT - WITH ECCENTRld 329 PRESSURE MANHOLE SHAFT 914 mm (36') WITHOUT REDUCER 630 610 MM (244 MANHOLE FRAME AND COVER $33 914 mm (366) MANHOLE FRAME AND COVER 633 STEEL STEP 636 POLYPROPYLENE PLASTIC STEP AMERICAN PUBLIC WORKS ASSOCIATION. SOUTHERN CAUF4 I MANHOLE PIP9 TO PIPE MAIN I AM 10 900 MM (36 OR LARGER CHAPTER sTANq m, a4 TM 320-1 SHEET 4 CF 4 GENERAL NOTE. 1. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE NOT EXACT EQUAL VALUES. If METRIC VALUES ARE USED. ALL VALUES USED FOR CONSTRUCTION SHALL BE METRIC VALUES. IF ENGLISH UNITS ARE USED. ALL VALUES USED FOR CONSTRUCTION $HALL BE ENGLISH UNITS. NOTE CASE I AND CASE 2 1. IF ANGLE A 13 LESS THAN 450 OR IF D IS LARGER THAN 600 mm (240). THEN ANOTHER STANDARD STRUCTURE SHALL BE SPECIFIED. 2. THE OUTSIDE DIAMETER Or THE INLET PIPE SHALL NOT EXCEED ONE-HALF THE INSIDE DIAMETER OF THE MAIN LINE. 3. THE INLET PIPE SHALL ENTER THE MAIN LINE RADIALLY. IF THE INLET PIPE CANNOT ENTER RADIALLY. THEN ANOTHER STANDARD STRUCTURE $HALL 89 SPECIFIED. 4. THE SIZE OF THE OPENING INTO THE MAIN LINE SHALL BE THE OUTSIDE DIAMETER Of THE INLET PIPE PLUS 30 nwn (11 MINIMUM TO 15 mm (31) MAXIMUM. 5. ALL CONNECTOR PIPES FOR CASE 2 SHALL BE ENCASED IN CONCRETE IF LAID WITHIN THE MAIN LINE EXCAVATED TRENCH OR IF LAID ON FILL WHICH HAS NOT 131EEN OFENSIFIED. 6. BURN OR CHIP END OF CONNECTOR PIPE FLUSH WITH INNER SURFACE OF MAIN LINE. ROUND EDGE Of CONCRETE PIPE OR RCP. 7. ALL CSP AND FITTINGS SHALL BE GALVANIZED. 8. STATION SPECIFIED ON THE PROJECT _DRAWINOS APPLIES AT THE INTERSECTION OF THE INSIDE WALL Or MAIN LINE AND THE CENTER LINE OF INLET PIPE. 9. CASE 2 SHALL NOT BE USED TO CONNECT TO THE FLOOR OF A GRATING CATCH BASIN WHERE T14E GRATE WILL BE SUBJECT TO 'VEHICLE TRAFFIC. 10. FOR CASE 2. NOT MORE THAN 3.3 fn 021 Or INLET PIPE SHALL BE LOCATED WITHIN THE MAIN LINE EXCAVATED TRENCH. CASE 11. CONNECTIONS TO PIPES 525 min (211) OR LESS IN DIAMETER WITHOUT JUNCTION STRUCTURES OR PRECAST Y BRANCHES SHALL BE MADE WITH SADDLES. 12. THE OUTSIDE DIAMETER OF THE INLET PIPE $HALL NOT EXCEED ONE-HALF THE INSIDE DIAMETER OF THE MAIN LINE. 13. TRIM OR CUT SADDLE TO FIT SNUGLY OVER THE OUTSIDE OF THE MAIN LINE 30 ITS AXIS WILL BE ON THE LINIE AND GRAOIE 00 THE CONNECTOR PIPE. 14. THE OPENING INTO THE PIPE SHALL'SE CUT AND TRIMMED TO FIT THE SADDLE 30 THAT NO PART WILL PROJECT WITHIN THE BORE OF THE SADDLE PIPE. 15. THE CONNECTOR PIPE 11HALL BE SUPPORTED AS SHOWN IN CASES I AND 2. AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFOMIA CWTF-1i STANWOPLM MEnW 332-1 SHEET201112 JUNCTION STRUCTURE PIPE TO PIPE [!D 600 mM (24")]-- REV. REWSION DESCRIP 77ON DA 7E EJVGR. CITY DA TE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY EAfGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. A' Hole, IH.D.w, equolly spaced Center of hole to be I'v from O.D. of plate, 'A (See note 5) iffener Gn 8:70fitnext page DI +So BOTTOM VIEW TOP PLATE See �etqllfor LocKIng Devices Elay. A -Grading t 11 Tiess o7herp�lso S own on plan. it Stondqrd row --4k galvanized connection band. _a C.S.P. R.C.P. slope to droln - of *Ar. 1 Conc. slab ELEVATION D, RISER DIAMETER C.-S.P. GAUGE 18A? -27,w 16 30 AV -39" 14 42N -48,w 12 51 -66' 30AI_33,W D, A n'w HDIJ is, 400 9 2 2480-271, 30". 12 30AI_33,W 240 15 oF sAN sEvAINE RD., 2.65 mi hisr 36Av-39& 200 1; 42"-45' 16.5' 221 4 I---- A 48 19-51' 14.50 25 5411:17 130 28 60"-6 3' 11.5" 31 Ito -5134- ry pack ORANGE COUNTY ENVIRONMENTAL MANAGEMENT A(%NCY STD. PLAN AWove,_ W1. Zm% DLAOUor of ^&I* Wals AdcOto* Rss. 71-92 RevIseds Res. 96-546 1305 INLET TYPE -V SHT. I OF 2 IY2 -XIY2 -xI/4 t4Angle _V"V steel I Plate DETAIL -PLATE STIFFENER C. cotlar ALTERNATE JUNCTION Tof Ion tope 2YI `x2Y2."x%_ Stf. b<r (typ) W % -X% - SP r Vz` Ailen bait HOLD-DOWN Ring O.D. 456 (tywre Y2 - ;St,,,pg or rrild lxr W$do 'y' op Mt -cell 'Oplat NOTES: BOTTOM VIEW I.,Rlser pipe -shall extend to 'Elev. A"'. CAGE RETAINER RING 2. Elevation'A, D, D 2 " L, L2 ore shown on plons. 3. Corrugated steel pipe shall conform to AASHTO M-36. 4. Grate -assembly shall be galvanized after fabrication. 5. For 0 =541 and larger, weld IY2 IxIY2 'xl/4 angles to plate with I'v 1 welds at 6" O.C. ra. n=number of bars on grate asserribly. 7. Gauge of pipe f or diameter 0 2 shall be some as f or riser. 14 8. Riser and stub shall 0a shop f abricated and galvanized of ter. welding. 9. The following shall be stencilled using 2 Inch high letters and block point on the face of the curb adjacent to the Inlet (either side) Q and on the top.of the inlet NO DUMPING DRAINS TO OCEAN ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY STD. PLA0 Q ApSroved Adoptedt Re3. 77-92 ROV13ods Re*. 96-546 wirzoiA olretr of Puma worts 1305 r',- "..9 Q INLET TYPE V SHT. 2 OF 2 BENCH MARK.7 8-17 RASIS OF BEARINGS: 8RASS CAP IN THE CONCRETE BASE OF THE COV TERLINE OF Cl IRUS A 140VUE 1HE SOUIH LEG OF AN SCE T0*FR AS WOW ON RECORD OF SURVEY J43' NOR 1H OF HIGHLANO, 0. 2 MI *FS T 3519 TAKEN AS N 0170'30" W. WAS oF sAN sEvAINE RD., 2.65 mi hisr UW, AS 7HE BASIS OF BEARINGS OF SIERRA A WE ELEVA 770N.- 1428.609 FOR 7HIS MAP. Prepared Under 7he Supervision Of W, PREPARED IN THE OFFICE OF MADOLE AND ASSOCIATES, INC. DRAWN 8 Y. - No. 36637 c: 760-A S. ROCHESTER A VENUE EFIJA Exp: 08-30-06 ONTARIO CA 91761 PHOM (1969) .937-9151 DESfGNED 8 Y: GBIEF CIVI C n.-Y�.n 57/eve L.- %J L %0 CHECKED B Y.- - __ _ I;F Ck 1966, EXP. 6 WENDELL L. IWATSURU G8 W 4 LIL ITY OF F NTANA, CALIFORNIA W S TORY DPAIN IMPRO VEMEN T PLANS CASA GRANDE A VENUE SCALE: - ---------------------- AS SHOWN Cs DE SHEET DA TE: JUNE 2005 qzN " A7:60 W.'/d DRA WNG NO. e 4 %1949 t;� _q77 ENGINEEM- R. C. E. 51152 DATE 5