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HomeMy WebLinkAbout4223-9L W14ERE THE SASIN I$ TO BE CONSTRUCTED WITHIN THE LIMITS OF EXISTING OR PROPOSM SIDEMPAL.K QR IS COIIlT18UOUS to SUCH sioEWALK. THETOP SLA6 OF THE BASIN MAY BE POURED EITHER MONOLITHIC WITH THE SIDEWALK OR S. PARATEL.Y USING THE SAME CLASS OF CONCRETE AS IN THE BA$IIR WHEN POURED MONOLITHICALLY, 1NE SIDEWALK SHALL BE Pj?NO T y �AL�PERI�F THE CATCH 1A8SIN WALLS. INCLU� NIa CCWTINQSSu�HE FU°L WIDTH E' Ti{E SIDEWALK, SURFACE OF ALL. EXPOSED, CONCRETE SMALL COWORM IN SLOPE. GRADC. dR.. FIN[SH. AMa SCORINO TO EXISTING OR PROPOSED CURB AND WAL1f AD,MACM4T TO TME BASIN. P_- ALL CURVED CONCRETE SURFACES SHALL BE FORWO BY CARVED PORINS, AHD SHALL NOT BE SHAPED BY PLASTERING. 3. FLOOR OF BASIN .�p3ppHALL BE GIVEN A STEEL TROWEL FINISH AND 3NALL HAVE A LONGITUDINAL E(CEEO'3A IERCEKT. 4MFM WhIC.MEII CS THE NP �OHGITLI'QIMA1. SLOPE OF` E FLOOR SHALL SHALL, dIIEOE T 14 SAS AS THE GUTTER MADE. SLOPE FLOOR FROM ALL. DtRECTIONEr TO THE OUTLET. 4. DI MENS I ONS; 6 ■ 970 am*34 -201 V s THE DIFFERENM IN -ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT OF THE CATCH SM I N AT THE OU TLE T = 1.35 INi4.511. Yum THE DIRFICRENGE IN EL,ETATI001 SETVIE" T119 TOP OF THE GLFRG AND TNF. INVERT AT THE UPSTREAM EMD OF THE %ASI j AND $HALL BE OETERMINED BY THE REOWR1EMr"TS OF NOTE 3. RUt SHALL NOT E L SS THAN CURB FACE PLUS 300 M& 41261. V1 m THE DIFFERENCE IN E,1.EVATION BETWEEN THE TDP OF THE CURB AND THE INVERT OF THE INLET. NOTED ON THE PROJECT PLAN$. H - NOTED ON THE PROJECT PLANS, W . NOTED ON THE PRO.IECT PLAINS. A ■ TME ANGLE. IN DEGREES. INTERCEPTED BY THE CENTERLINE OF T)4E CONVECTOR PIPE AND THE CATCH IBA$IN WALL TO WHICH THE CONNECTOR PIPE I$ ATTACH©G. 3_ Pt"E CONNECTOR PIPES AS INDICAWD ON' THE PROJECT PLANS, UNLESS OTHERWISE SPECI- FIED THE CONNECTOR PIPE SHALL BE LOCATED AT THE OOWNSTREAPA END OF THEBAS wH&C YHE CONNECTO* PIPE IS SHOWN AT A CORNER. THE CENTERLINE OF THE IN_ IPE SHALL INTERSECT THE INSIOIE CORKR OF THE BASK THE PIPE MAY' BE WT ANIS TRIMMED AT A. S,I�JwW NECESSARY TO INSURE MIIRIIAJMiI 80 triW55) PIPE E�E�NT �h�l��,.�� dR�I WITHIN THE CATCH BASIN WALL ANO 75 wm(34} RADWS OF ROUNCING OF �T MTRNE CONCRETE, ALL AROUND, AWA£EtRT TO PIPE ENDS. A MONOLITHIC CATCH 8"N CDNWClrl*N $HALL Be USED TO JOIN TKE C MNE TOR PIPE TO THE CATCH BASIN' WHENEVER ANGLE •A' 19 LESS THAN TO DEOQpRMSR OR GREATER THAN IIID DEGREES. AOR WHENEVER TRE CONNECTOR PIPE IS LOCATED IS PL*#Wr Ett,�M N�41T110#iIC �/UITCH OF IhMI CONNECTIONSar Y SEI O�N CONNECTION 7� YplDAC3tEfT- TING STANDA110 LEMTHS OF PIPE. 6. STEPS SHALL BE LOCATED AS SHOWN. GF THE CONNECTOR PIPE INTERFERES WIT14 THE STEPS, THEY SHALL 8E LOCATED AT THE CENTERLINE (W THE DOWNSTREAM END WALL. STEPS SHALL BE SPACED 3300 rnm(1207. APART. THE TOP STEP S14ALL BE 175 m 4r) BELOW THE TOP TO THE MANHDLE AND PROJECT 65 fW2-If2'L ALL OTHER STEPS S14AL.L PROJECT 130 m qV). 7. POWELS ARE REQUIRED AT EACH CORNIER AND AT 2 m(rl ON CENTER (MAXIMUM) AL046 THE 8. THE FOLLOAVING STANDARD PLANS ARE INCORPORATED HEREIN - 300 &MOLITHIC CATCM BASIN CONNECTION 309 CATCH BASIN R9EIWORCEMEI4T 314 CATCH HAS tN FAKE PLATE ASSEMBLY AND PROTECTI QN BAR 312 CATCH BASIN WAHOLE FRAME AND COVER 635 -STEEL STEP 636 POLYPROPYLEK PLASTIC STEP 9. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENOL I GH UMTS ARE NOT EXACT EQUAL VALVE6. IF METRIC VALUES ARE USED. ALL VALUE8 USED FOR CONSTRUCTION $HALL BE METRIC VALUES EXCEPT REINFOROtNC 3ARS SIZES IN ENGLISH UKIrS MAY 8E SUSSTIT'UTED FOR METRIC 81R SIZES. IF ENGLISH UNITS ARE USM ALL VALUES USED FOR CONSTRUCTlaii SHALL. BE ENOL I SH UNITS, S. THE OUTSIDE DIA, 01" THE LATERAL MUST BE LESS THAN OR EQUAL TO.If2 THE INSIDE DIAMETER OF THE MAIN LIME. IF THE UPSTREAM AND DOM .TREAM DIAMETER$ 01= THE MANHOLE ARE NOT THE SAME, THE 60KRNPNG INSIDE DIAMETER OF THE MAIN LINE SHALL SE CONSIQEREG TO BE THAT WHERE THE EXTENDED CENTER LINE OF THE LATERAL, ENTERS TK MAN HOLE. C. IN .NO INSTANCE SHKI, THE INSIDE DIAMETER OF THE LATERAL TO THE MANHOLE BE GREATER THAM 790 mm (301, 13. MANHOLE FRAME AND COYER $HALL CONFORM TO STANDARD PLAN 630 UNLESS OTHERWISE SHOWN. 14, MANHOLE SHAFT $HALL CONFORM TO STANDARD PLAN 344 LIDLESS OT14ERWI SE SHOWN. IS. WHERE A MANHOLE SHAFT -T 900 mm (36•) WITHOUT REDUCER IS SPECIFIED REFER TO STANDARO PLAN 326. 16, WHERE A PRESSURE MANHOLE $HAFT WITH ECCENTRIC REDUCER IS SPECIFIED REFER TO STANDARD PLAN 3128. I?. WHERE A PRESSURE MANHOLE SHAFT - 914 Imf1 t36'1 WITHOUT AEpUCER IS SPECIFIED REFER TO STANDARD PLAN 325, 18, D-tMENSIONS SHOWN! ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE NOT EXACT EQUAL VALUES. IF METRIC VALUED ARE USED. ALL VALUES USED FOR CONSTRUCTION $HALL BE METRIC VALUES EXCEPT REINFORCING BAR SIZES IN ENGLISH UNITS WAY BE SUBSTITUT16 FCR METRIC BAR SIZES. IF ENGLISH UNITS ARE USED, ALL VALUES USED FOR CONSTPUOTiON SHALL, QE EW;L1$H UNITS. THE FOLLOWING STANDARD PLANS ARE INCORPORATED HEREIN' 324 MAN"OL.E SHAFT - WITH ECCENTRIC REDUCER 326 MAW10LE SHAFT -- 900 mm (369) WITHOUT REDUCER 326 PRESSURE MANHOLE SHAFT - WITH ECCENTRIC 329 PRESSURE MANHOLE SHAFT $14 min (364) WITHOUT REDUCER 630 610 mm 1244 MANHOLE FRAM AND COVER 633 914 tach 0611 MANHOLE FRAME AND COVER 635 STEEL STEP 636 POLYPROPYLENE PLASTIC STEP AU86dik PUUJC WORKIS ABSOCIrf[MN - SOUTHERN GA+LIFORNIA CHAPTER ST NMM PUW 320-1 sw-»4oF MANHOLE PIPE, TO PIPE MAIN .INEel ID=900 mm 36"OR LARGER F OPTIOUL OUTSIDE EOM TO 8E EDGE SOF COOICRETE RQ WXD TO 0 BAITS BI 75 rm (3') R 75 mm to l OC ----` 30111(*3) TIE SM R*ID OR SFVR 4-204 &W, c SARA SEE NOTE_ 2 --•----M--r-- 4-131[44) H G Bas-fow#3) nE jsAiR OARS ms 75 mm (3' I OG��� SEE NOTE 9 ( 3 -RS 15M64) 4 ®A 1.4 f* I�1-ear (4'-V) LONG 75 awl35I OC CON' T,M&L. BARS 130 n>m DETAIL ON. SU O tM WW OF M4 G[RINGS AND COVO NOT 1 I�Rltt>'LE, 8fE IE10TE >I PLAN L IE NOTE 11 METWI I OHM MiMINOL.E FRAME STRIMT X A10 COVM PER Grew ST- PLAN 6 s 610 am (24'3 MANHOLE SHAFTt2sju crow ee 60 am P I P F- SEAT L, PLAN 324 PER ST'Q, [PIPE t9•s2'`t !4eAt H BOO rto 13'-017 E BARS ja �►.� � TIE BARS - $a tf{YT>r 4 COUCAETE RINaSI PER STD. STREET ORADE PLM 324-- STEPS-' R RING 'SEAT Tit IDAR �n aw o" 130 "a ta'I STEP NIS f25 ism (a') ' PAIVEO J BARS ROUND EDGES �. . Tri 1._11 ���i�� TO T3 rpt (3') F! , 8PR1[4G LINE 1513394) a 454) rfal E BARB INLET t11E`1 OC BOTH ELEVATION WAYS TO BE USED APPLIES AT WMEN N IS 1300 Sam* THIS POINT 1601 4R AVE - J pAgg SECTION A -A ROUND $a tf{YT>r 4 COUCAETE RINaSI PER STD. STREET ORADE PLM 324-- 125 mm x 25 MR 0lr4`) soUg '"'° 332 - 1 SHEET 1 OF2 RING 'SEAT ` � �n aw o" 130 "a ta'I STEP NIS &ff TAALE PAIVEO r STREETS VARIAGL,IC Tri 1._11 ���i�� )Ott Isw ,r' N SARS Ana, CA 92705 ISO end 16 E BARB - • � 1,:11 er 9PiIIL-'1 400 mm (16') FOR �--XW*3 (H #4) PAVED STREETS. F I0� TIE BARS 630 WD 12'-2'1 FOR K USED WMIEN UNPAVED STREETS - J pAgg • ROUND ni►Z*i". T4 75 o 165 t " 0- roll or, 130110 SECTION C --C 4. LATERAILJOONiECTOR PIP -1 C MAIN LINE RCP I O1�4c , Q 9ECDING OF INLET PIPE BAGWILL WITH 4S� 265 Ko -C-44 M sl �. CASE 1 PLAN 265 KQ-C--M v (450- 0001 CONC. EWASEMEMT. SEE NOTE S -• ,_ COMIC. PIPF. )RCP OR CSP Ila NOTE 4 C061PACT SOLI- TO AFr v 6Gi+ISIrY SwCul CATICWS-' UMISTM.BEU CARTK POR OUTLET SEE silk CATCH 1SASIN PLAUS CATCH BASIN FLOOR .je SEE NOTE 3 S TNOT4 SIDE�ii� CASE 2 c9ff mom 9 a 10) Cow. PIPC RCP OR CJ ut,b.re •ra SUIT yH s PLAN Csp CASE 3 SADDLE CONNECTION SEE mm G Ira II CA� ms Cir i' SECTION B-13 �a ar o� BI�DIIiB .i . -� 00 CAS SECT! ON C -C SECTION CLAS$ C M =Tm AMERICAN PUBLIC WORKS ASSOCIAT)ON - SOUTM13M CALIFORNIA CHAPTER . ter. Iwo JUNCTION STRUCTURE -- PIPE TO PIPE [ID < 900 mm 2419)] soUg '"'° 332 - 1 SHEET 1 OF2 UU VWH STA1QMI) 5PEClHCAt00M8 FOR M CONS RXMM TOLL FREE X01-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT .331 AMEWCAN PUSUC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANDAW PLM 3Lirrm 20 -1 GHMAT2OF4 MANHOLE PIPE. TO PIPE MAIN DINE 10=900 MM (367l) OR LARGER 3>to .. at•I 1a t44 a 111,3 oc ` � �n aw o" 130 "a ta'I A LATERAL ! IIIf����� . • �I __ I�►i'�rr�77��7�7�1r ��•��r�r��� ILEr3 �'ti�i�ri `•`• ti�ii�F' Tri 1._11 ���i�� F BARS Neo =14" M Ana, CA 92705 0 �- m t .- .• .:.1. i' - • � 1,:11 er 9PiIIL-'1 • 11:•1 f Fa Trio m E��u •=�s�> Qll y .•io om*" MII'mNfl ww iw N3'im Al MPI m m m" mo lm K USED WMIEN t �i�a• :cls 1� • 11111-1-m"772 ni►Z*i". 165 t " 0- roll or, SECTION C -C Me m a Is M .331 AMEWCAN PUSUC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANDAW PLM 3Lirrm 20 -1 GHMAT2OF4 MANHOLE PIPE. TO PIPE MAIN DINE 10=900 MM (367l) OR LARGER GENERAL NOTE 1. DIMENSIONS SHOWN! ON THIS PLAN FOR METRIC AND ENGLISH , UNITS ARE NOT EXACT EQVAL VALUES. IF METRIC VALUES ARE USED. ALL VALUE;S.USEO FOR CONSTRUCTIONI $HALL BE METRIC VALUES. IF ENGLISH UNITS ARE USED, ALL VALUES USED .FOR CONSTRUCTION SHALL BE ENGLISH UNITS, NOTES, CASE I AND CASE 2 1. IF ANGLE A IS LESS THAN 450 OR IF D IS LARGER THAN 600 r m (Z4.1, THEN ANOTHEn STANDARD STRUCTURE *HALL IDE 3PECIFIEp. 2. THE OUTSIDE DIAMETER OF THE INLET PIPE SMALL 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 3TRUCTURE SHALL. BE 3PECIFiED. 4, THE SIZE OF THE OPENING INTO THE MAIN LINE SHALL. BE THE OUTSIDE DIAMETER OF THE INLET PIPE PLUS 30 mm 11'), MINIMUM TO 75 mm (3' 1 MAXIMUM. 5, ALL CONNECTOR PIPES FOR CASE 2 SHALL QE ENCASED IN CONCRETE IF LAID WITHIN THE MAIN LINE EXCAVATED TRENCH OR IF LAIC ON PILL WHICH HAS NOT BEEN DENSIFIED. 6, BURN OR CHIP ENC 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. S. STATION SPECIFIED ON THE PROJECT DRAWINGS APPLIES AT THE INTERSECTION OF THE INSIDE WALL OF MAIN LINE AND THE CENTER LIME OF INLET PIPE, 9, CASE 2 SHALL NOT BE USED TO CONNECT TO THE FLOOR OF A GRATP4 CATCH BASIN WHERE T14E GRATE WILL BE SUBJECT TO VEHICLE TRAFFIC, 10, FOR CASE 2, AOT MORE THAN 3,5 m (12') OF INLET PIPE SHALL BE LOCATED WITHIN THE MAIN LININ EXCAVATED TRENCH. CASE 11, CONNECTIONS TO PIPES 525 mm (2f6) OR LESS IN DIAMETER WITHOUT JUKTIOFI STRUCTURES OR PRECAST Y BRANCHES $HALL BE MADE WbTH SADDLES. 12. THE OUTSIDE DIAMETER OF THE INLET PIPE $HALL NOT EXCEED ONE-HALF THE INSIDE rMAUCTER OF T141F MAIN LINE. 1.3. TRIM OR CUT SADDLE TO FIT SNUGLY OVER THE OUTSIDE OF THE MA114 LINE $0 ITS AXIS WILL BE ON THE LINE AND GRADE OF THE CONNECTOR PIPE. 14, THE OPENING INTO THE PIPE SHALL BE CUT AND TRIMMED TO FIT THE SADDLE SO THAT NO PART WILL PROJECT WITHIN THE BORE OF THE SADDLE PIPE. 15_ THE CONNECTOR PIPE SHALL BE SUPPORTED AS SHOWN IN CASES I AND 2. AMERICAN .PUSUC WORKS ASKICIATION -SOUTHERN CALIFORNIA CHAPTER SFAIr mro mm JUNCTION STRUCTURE *-- PIPE TO PIPEmwrw1 FID15 600 mm (2411 MIEUTxOfz REV. REVISION DESCRIPTION DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT �Nl AS-Buicr RECORD DRAWIN & IijtA-- -Aue-1.10.8 COMMENCE WI THIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. i NOTES 1. WHEN DEPTH M FROM STREET GRADE TO THE TOP OF THE SOX IS LESS THAN 867 mm (2'•-10 E!21 FOR PAVED STREETS OR WOO .mm (31-61w) FOR UN- PAVED STREETS, CONSTRUCT MONOLITHIC SHAFT PER SECTION C -C AND DETAIL V, SHAFT FOR ANY DEPTH OF MANHOLE MAY BE CONSTRUCTED PER SECTION C -C. WHEN DIAMETER 01 15 1200. mm 1468) OR LESS, CENTER Of SHAFT MAY BE LOCATED PER NOTE 2. 2. CENTER OF MANHOLE SHAFT SHALL. RE LOCATED OVER CENTER LINE OF STORM DRAIN WHEN DIAMETER DI IS 1200 mm (481 OR LESS, IN W14,104 CASE PLACE E BARS SYNINETRICALLY AROUND SHAFT AT 45°' WITH CENTER LINE AND OMIT J OARS. 3. L AND P SHALL HAVE T14E FOLLOWING VALUES UNLESS OT14ERWISE SHOWN ON THE PROJECT DRAWIN 311 - A. Orr -2400 mm (96`) OR LESS.. L* 1, 7 at W-64. P=130- MM (51 - B, D2 OVER 2400 m14 (969. L=I,$ fo W -O`). PQ210 mto (80) L MAY BE INCREASED OR LOCATION OF MANHOLE SHIFTE0 TO MEET PIPE ENDS. WHEN L GREATER THAN THAT SHOWN ABOVE IS SPECIFIED. Q BARS SHALL BE CONTINUED 150 MM (6*1 OC. 4. STATIONS OF MANHOLES SHOWN ON PROJECT DRAWINGS APPLY' AT CENTER LINE OF SHAFT- ELEVATIONS ARE SHOWN AT CENTER LINE OF SHAFT AND REFER T4 THE PROLONGED INVERT GRADE LINES. 5, REINFORCEMIENT 314ALL CONF04W TO ASTM A 615M, ORAIDE 300 (ASTM A 6150, GRADE 40). ANIS SHALL TERMINATE 40 mm (1 1/2') CLEAR OF CONCRETE SUR- FACES UNLESS OTHERWISE SHOWN. 6. FLOOR OF MANHOLE SHALL BE STEEL TROVOUEDi 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 OEGK SHALL VARY WHEN NECESSARY TO PROVIDE A LEVEL SEAT BUT SHALL NOT BE LESS THAN THE TABULAR VALUE$ FOR F SHOWN ON TASLE SH. 2- 9, D BARS SHALL BE 1514I04) FOR Dz=975 mn1(39113 OR LESS. 1511E+S1 FOR 02 =1050 mm (429 TO 2100 wn (840) INCLUSIVE AND 20#M*6) FOR pt* 2250 mm (9014) OR OVER. 10. CENTER LINE OF INLET PIPE SHALL INTERSECT INSIDE FACE OF CONE AT SPRING LINE UNLESS QTHERWISE SHOWN. 11, STEP$ $HALL CONFORM TO STANDARD PLAN 635 OR 636 UNLESS OTHERWISE SHOWNf STEPS SHALL BE UNIFORMLY SPACED 350 mm (14') T4 V5, mm (150) A1C. THE LOWEST STEP SHALL NOT BE MORE THANE $00 MM [241-1 ABOVE THE INVERT, 12. THE FOLLOWING CRITERIA SHALL BE USED FOR THIS MANHOLE: A. MAID LINE - 900 11m (160) INSIDE DIAMETER OR LARGER, EXCEPT'IF THE MAIN LINE FLOP DOWNSTREAM) OF MANHOLE IS 900 mm (36`) TO 1050 mm 142`) INSIDE 010ETER AND THE MAIN LINE RCP UPSTREAM IS 825 mm (3311) OR LESS STANDARD PLAN 321 SHALL Be USED. ANEFdCAN PUBLIC WOMCS ASSOCIATION • SOLlT M, CALIFORIKA CHAPTER 6°rar�o nc Pod+ MANHOLE PIPE: TO PIPE MAIN LINE 320 -1 ID=900 mm.(36") OR LARGER 3o�• r MAIN LIME RCS W IAS NOTE 3 R15*0 3( '7 RTO SEE NOTE PO INT. zt t CONSTRUCTION JOINT t! 0 0 d IOM O 450 n.n 3>to .. at•I 1a t44 a 111,3 oc ` � �n aw o" 130 "a ta'I A LATERAL ! I ~ DTA.. IOf ecce un E CONKCTOR PIPET - I'A'I 0016114-1 gn m A?-G."Aff M F BARS Neo =14" M Ana, CA 92705 0 �- m t .- Fsm 0 MO a* 44" 41r er 9PiIIL-'1 OF CA��F A'0 0 4 iQ XN WAYS 'v y .•io om*" MII'mNfl ww iw N3'im Al MPI m m m" mo lm K USED WMIEN t BIs1500m N. (604) OR koff�_j I50 165 t " 0- roll or, SECTION C -C ROUND EDGEs TO APPROXIMATE R OF I- � F LATERAL of 1.0u#t' 0 a E BARS M E. H a1 6 BARS I i CONSTRUCTION J0114T PLAN NEW oft EXISTING RCB. SEE WTK 6 c W BARS ?` < fl SARs ANY 8 T---� F BARS PIPE JOINT0 (4) &C. SEE MOTE 3 � I EDGES wM 0 450 �•-- ELEY,: 3. 41 ) 1+ $LE MOTE 6 - S Ems- R, SEE F�R 4.1 t?C, CC moTE 3 UNDISTURBED EARTH •' 'a BACWILL WITH 263 K"-14 MP (450-C-2(10�0) MtX COWMETE 0 ItP e COACT` SOIL. TO RTI�CAT�TI��YC�M�g9�fE1 M4A�UBE 0#tiTT�DLior 3l11UcTURE Olt UMDISTUR8F„0 EARTH TO ST( SECTION Z -Z DRA1)1 WALL. T t! 0 0 d +� a �.. 3>to .. at•I 1a w ' ` � �n aw o" 130 "a ta'I "o m )fit lax er. my r 1 134 � l3'i 60410.14") YO =1314'1 DTA.. IOf ecce un TJO eeeeeie am 140 nni id• - I'A'I 0016114-1 gn m A?-G."Aff M �.ol It`s Neo =14" M Ana, CA 92705 0 �- m t .- ""'. MO a* 44" 41r er 9PiIIL-'1 OF CA��F 'v y .•io om*" MII'mNfl ww iw N3'im Al MPI m m m" mo lm e _01190 wa #W w one 1150 w Ctf±" 1 nwt 0A M IM iri7 Also ml m a w !'240 M ew Ion � � � a 0 m eew a" Me m a Is M IUMM ■s 1 4 O4'1 3010 � 14.7 1!D � Ili -3=-mM Alm mM 3110 m 4dy 430 m f 3lOQ Ilf am 00 wr to �._NUN AAIMICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CAL)FOR1411A CHAPTER � � r JUNCTION STRUCTURE --• PIPE TO RCB' ?r, Y 333-1 ai 1, wit SHEET 1 OF`2 U8E 411TH 6TA1�Al10 ER{ 10ATMbMIWI_ AOR PUeIIC tAMdiMts CbMIltTi;GIJCtIQN v Q) J 0 N O O O T rn 0 N 0 0 I N _ a. d- rn Lo / cn W w U3 / C7 0 N W CITY OF FONTANA, CALIFORNIA _ BASELINE AVENUE IMPROVEMENTS w _ APWA STANDARD PLANS SCALE: NONE w DATE: m �� 05-16-07 BYf / DRAWING NO.: 9 Ln ;"OVEI _ ZZ3 41 CITY ENGNEE' R.C.E. 51152 DATE: _ L Prepared Under The Supervision Of ?r, Y �1E6k�� N0. 37 DRAWN BY: p . 6/30/08 2001 East First Street Santa DESIGNED BY: Ana, CA 92705 CIVI\, TEL: (714)568-7300 FAX: (714)836-5906 CHECKED BY: OF CA��F - Date v Q) J 0 N O O O T rn 0 N 0 0 I N _ a. d- rn Lo / cn W w U3 / C7 0 N W CITY OF FONTANA, CALIFORNIA _ BASELINE AVENUE IMPROVEMENTS w _ APWA STANDARD PLANS SCALE: NONE w DATE: m �� 05-16-07 BYf / DRAWING NO.: 9 Ln ;"OVEI _ ZZ3 41 CITY ENGNEE' R.C.E. 51152 DATE: _ L