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Home My WebLink About4223-10I. VALUES FOR A. B AND C SHALL BE SHOWN ON THE PROJECT DRAWINGS. ELEVATION R AND ELEVATION S SHALL BE SHOWN WHEN REQUIRED PER NO TE 8. 2, STATIONS SPECIFIED ON THE PROJECT DRAWINGS APPLY AT THE INTER- SECTION OF CENTER LINES OF MAIN LiNE AND LATERALS, EXCEPT THAT STATIONS FOR CATCH BASIN CONNECTOR PIPES APPLY AT INSIDE WALL OF STRUCTURE. 3. REINFORCING STEEL SHALL 00NFORM.1 TO ASTM A 615K GRADE 300, (ASTM A 615. GRADE 40), AND SHALL TERMINATE 40 mm (1 1/2'1 CLEAR OF CONCRETE SURFACE UNLESS OTHERWISE SHOWN. Q. W BARS ARE OF SIZE AND SPACING SPECIFIED FOR WALL STEEL ON PROJECT DRAWINGS, AND SHALL BE CUT IN CENTER OF OPENING AND BENT INTO TOP AND BOTTOM OF JUNCTIOiV STRUCTURE, b. OMIT H BARS WHEN SOFFIT OF SPUR IS 300 cnm (12') OR LESS BELOW SOFFIT OF MAIN LINE. AND OMiT G BARS WHEN INVERT OF SPUR IS 300 mm (12`) OR LESS ABOVE FLOOR OF MAIN LINE, 4, JUNCTION STRUC''URE SHALL BE POURED MONOLITHICALLY WITH MAiN LINE. MANHOLE OR TRANSITION STRUCTURE, 5. FLOOR OF STRUCTURE SHALL BE STEEL -TROWELED TO THE SPRING LINE_ 6. WHEN CONNECTING TO EXISTING RCB, BREAKOUT LIMITS AND DETAILS SHALL BE SHOWN ON THE PROJECT DRAWINGS. 7. EMBEDMENT, P, SHALL BE 130 mm (51 FOR 8 = 24001 mm (96') OR LESS 200 mm (6') FOR 8 OVER 2400 mm (961, 8, IF ELEVATION R AND ELEVATION S ARE NOT SHOWNi ON THE PROJECT DRAWINGS THEN THE iNLET OPENING SHALL FALL 150 mm (6.) BELOW THE SOFFIT OF THE MAIN LINE WITH THE INLET PIPE LAID ON A STRAIGHT GRADE FROiA MAIN LIW TO CATCH BASIN OR TO GRADE BREAK IN INLET LIME. ELEVATION S $HALL. BE SHORN ON THE PROJECT DRAWINGS IF THE INLET OPENING FALLS MORE THAN ISO nwn (60) BELOW THE SOFFIT OF THE MAIN LINE WITH THE INLET PIPE LAID 4N A STRAiGHT GRADE AS STATED ABOVE. ELEVATION R SHALL BE SHOWN ON THE PROJECT DRAWINGS ONLY WHEN A STUB IS TO BE PROVIDED FOR A FUTURE CONNECTION. 9, LATERALS OR CONNECTOR PIPES 600 mm (241 OR LESS IN DIAMETER SHALL BE NO MORE THAN 1.5m (5' 1 ABOVE THE INVERT. LATERALS OR CONNECTOR PIPES 675 mm (27') OR LARGER IN DIAMETER SHALL BE N4 MORE THAN 450 mm (18') ABOVE THE INVERT. WITH THE EXCEPTION THAT CATCH BASIN CONNECTOR PIPE'S LESS THAN 15 m (50') IN (ENGTH SHALL NOT iAE MORE THAN 1.5 rte (51) ABOVE THE INVERT_ 10. THE NEED FOR AN EDGE BEAM AND/OR ADDITIONAL REINFORCEMENT SHALL 8E INVESTIGATED BY THE ENGINEER FOR ANY ONE OF THE FOLLOWING CONDITIONS: o. ANGLE A IS LESS THAN 300 b. TOP OF INLET PIPE IS LESS THAN 150 mm (61) BELOW THE SOFFIT c. FLOW LINE 4F INLET PIPE IS LESS THAN 180 mm (T') ABOVE THE THE FLOOR OF THE RCS AT THE INSIDE FACE II. 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 MAETRIC VALUES, EXCEPT REINFORCING BARS SIZES IN ENGLISH UNITS MAY BE SUBSTITUTED FOR METRIC BAR SIZES. iF ENGLISH UNITS ARE USED. ALL VALUES USED FOR CONSTRUCTION SHALL BE ENGLISH UNITS. ASCAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER ST � PLM MANHOLE - CONCRETE BOAC STORM DRAIN JUNCTION STRUCTURE - PIPE TO RCB 333-1 ID .2:600 mm .24 > 1/2 MAIN LINE ID SHEET : Of 2 NOTE I. YMEN DEPTH M FROM STREET GRADE TO THE TOP OF THE BOX IS LESS TNAK 867 mm (2'-10 i/2') FOR PAVED STREETS OR 1060 dart► (3'-6') FOR UNPAVED STREETS. CONSTRUCT SHAFT PER SECTION C -C. 2, STATIONS OF MANHOLES SHOWN ON PROJECT DRAWING. APPLY AT CENTER LINE OF SHAFT. ELEVATIONS ARE SHOWN AT CENTER LINE OF SHAFT. 3. REIifOIRCEMENT SHALL CONFORM T4 ASTM) A 613M, GRADE 300(ASTM A 615, GRADE 40)• AND SHALL TERMINATE 40 (tom H 1/2'1 CLEAR OF CONCRETE SURFACES UNLESS OTHERWISE SHOWW, 4, STEPS SHALL CONFORM TO STANDARD PLAN 635 OR 636. UNLESS OTHERWISE SHOWN, STEPS SHALL BE UNIFORMLY SPACED 350 mm (14') TO 375 mm (15') OC. THE LOWEST STEP SHALL NOT BE MiORE THAN 600 min (24`) ABOVE THE INVERT. 5. MANHOLE FRAME AND COVER SHALL CONFORM TO STANDARD- PLAN 630. UNLESS OTHERWISE SHOWN. 6. MANHOLE SHAFT SHALL CONFORM TO STANDARD PLAN 524 UNLESS OTHERWISE SHOWN. 71 WHERE A MANHOLE SHAFT •- 900 MM (360) WITHOUT REDUCER IS SPECIFIED REFER TO STANDARD PLAN 326. 8. WHERE A PRESSURE MANHOLE SHAFT - WITH E"ENTR I C REDUCER IS SPECIFIED REFER TO STANDARD PLAN 326. 91 VAiERE A PRESSURE MA "OLE SHAFT - 914 mm (36') WITHOUT REDUCER IS SPECIFIED REFER, TO STANDARD PLAN 329. 10. 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 OE METRIC VALUES. EXCEPT REINFORCING BAR SIZES IN ENGLISH UNITS MAY BE SUBSTITUTED FOR METRIC BAR SIZES. IF ENGLISH UMTS ARE USED. ALL VALUES USED FOR CONSTRUCTION SHALL BE ENGLISH UNITS, THE FOLLOWING STANDARD PLANS ARE INCORPORATED HEREIN., 324 MANHOLE SHAFT - WITH ECCENTRIC REDUCER 326 MANHOLE SHAFT - 900 mm (361 WITHOUT REDUCER 328 PRESSURE MANHOLE SHAFT - WITH ECCENTRIC 329 PRESSURE MAINHOLE SHAFT - 914 mm (36') WITHOUT REDUCER 630 610 mm (24") MANHOLE FRAME AND COVER 633 914 mm (36•) MANHOLE FRAME AND COVER 635 STEEL STEP 636 POLYPROPYLENE PLASTIC STEP A MERIOAN PUBLIC WORKS ASSOCtATiON -SOUTHERN CALI FOPMA CHAPTER sr wave 323-1 SH T24F2 MANHOLE - CONCRETE BOAC STORM DRAIN IL MAIN LINE RCP OR RIEINI=ORCED MONOLiTHIC ARCH, 5EE MOTE 2 d NOTE ®0 mm ran 141K1 o' I 0► ,! t LATEAAL/ CONNECTOR PiPE I ROUND l� ' 11114 I 150 am I TOO 75 r ,.� (44 9.661 OC 0 o � Z+ 1(3-) R b 82 10�4M O iwl z ` ( GC TIME BARS EA1MIFBARS i3IM a TS mm $m NOTE 8 .^ '1° §T& POIWT TABLE OF Co (� ,go rme SEIE NOTE 3 VALUES FOR -7 I ) 9i STA. POINT _ B T EIS N ATE soo m fal l3a ww 137 PLAN 3TC mm 1151 450 rm tidal Is* err+ 1 S') 525 area 121'1 110 eee 95h E00 art IZQ'1 644 awn 15 L sP>,R : 0 4#4 to o') $75 IZr) M-95 li aG TiE em AMO on 434'1 136 a (S_l 4 BARS 154 0 150 mm REINFORCING STEEL � (04 8 60) Oc F 625 m 9339) 117_9 goo mm es_ Ib9' IT4 mm (6 II jasmil loo il!) spit LINEING / `dean �► TiE BARS I EDU � a-• U �i.EV, R J BAMS LII 051 �. S O so G BARS F BAR MISTUABED r C49CRET>E CRADLV. TH H H 163-C- 4 SEE NOTE 9 SECTION Z -Z .. SECTION M -M AMERICAN PUBLIC WORKS ASSOCtATiON - SOUTHERN CALIFORPOA CHAPTER v"QwJ%QA ME; UNCTX)N STRUCTURE - PIPE TO PIPE INLET �" PLM K• tpll y0 � $T, °"m°". °° ID .2:600 mm .24 > 1/2 MAIN LINE ID 331-2 Rw Tm UU WMI STANIMM SPteCIFiG POM FM PUBLIC WON % CONSTRUMON SNM 1 OF E ISM (051 o t ,MAIN LIKE RCE''''�"'''� c. A (USE STANDARD PLAN 333 *:�dr I IF A iS LE03 THAN 4501 fi t4: I r -til f'se-, _.,•� ISiII 0 *0 nm 05 a 64 OTC Ism(as) 9 I5M 0 lad mmZ (05 04`) OC �� 1311 051 CONC. PIPE" , N 1+5% RCP OR CSF o M ° iao (�'4 •j iL r 8 t E NOTE 3-� f BURN OR GUT P I P'E TO URF'A6E OF CONCRETE. ROUND EDGES OF CONC. PIPE OR ACP -�-• I5M O 100 mm Ira Q 414 ISM (#Sl Vygy. p I p L Rip 04t Cap Q • 734 era 13Q'1 MAX. SE TiOIV C -C ) nea j 3'l IaN11AJM BEARING SURFACE • 0012 15M US) 1 0 621 oc D • 7440 Dan (30.1 LUX. WHIMM NKARIW SURFACK • ODV2 4 'f it 004 SECTION B -B AMERICAN PUBLIC WORKS ASSSOC.IATiON - SOUTNERN CAUFQRNIA CHAPTER v"QwJ%QA ME; JUNCTION STRUCTURE - PIPE T3 RCB Wuc1 Ilam. MAX. MiN, AW- PC bt AAA SUPPORT 334 1 ISM (05) 300 b 112') o: 'o: OEDD111(f FOR ISM a 100 Qo :._.15M 0 100 no o INLET RiPE (95 O 4'1 OC (1 1/2.1 � (05 a 49 oC.y- 450 ata (I8') MIN_ .�: o.. ;'a 00UMN SUPPORT - ' 6 B A.GIC1r 1 t.L WITH UNDISTURRM EJW TH ° y , �a- 265 Ki -C-14 MDv (450- UNCOd�ACTTb AACICi•ILl 1.0 m . 1_8 �m 0-2000) CQWXIETE: OR COWACT SOIL TO 13'-0"! Ism O 100 m� � 4 1 w-0.) RELATIVE DMITY CASE - - - "Ax- - - C i(•� A -E O .A -A CASE 2 "ECIFIUBY NS � Q • 734 era 13Q'1 MAX. SE TiOIV C -C ) nea j 3'l IaN11AJM BEARING SURFACE • 0012 15M US) 1 0 621 oc D • 7440 Dan (30.1 LUX. WHIMM NKARIW SURFACK • ODV2 4 'f it 004 SECTION B -B AMERICAN PUBLIC WORKS ASSSOC.IATiON - SOUTNERN CAUFQRNIA CHAPTER v"QwJ%QA ME; JUNCTION STRUCTURE - PIPE T3 RCB Wuc1 Ilam. MAX. MiN, AW- INLET ID S 750 mm930") 334 1 AS-SUILT/ReCORD DRAWINC biOMORAN 323-1 �scv..wa SNf r i OF 3 un wm sTAmw 3Pl1CM'l1JXTUOIMB POR P1JRt1C w mm wwTI!MICT1 it TOLL FREE -qmmmmp'-1 -800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT NOTES 1, THIS JUNCTION STRUCTU� F,3Fi�L'SE U.SE0� W THE Q S DEQ DI" R , OF THE LATERAL IS •GAEATER THAN-A/Z 11`16 ,fh�S,IIIME P AI tE t�. D ,OF lfit. MAIN IsiR: OAR "YMCy THEANSIOE OiAmst& 6-:OIF'LTHE IA.TEk�-!4 ATER THAN 600 ff* (24'). B SHALL NOT EXCEED -75 0 OR- 975 mm (3$'). 2. IF THE MAIN LINE IS A REINFORCED MONOLITHIC ARCH STORM DRAIN, D SHALL REFER TO THE CLEAR SPAN OF THE ARCH. REINFORCING STEEL SHALL BE CUT AND BENT INTO THE JUNCTION STRICTURE IN THE SAME MANNER AS FOR A PIPE. A CONCRETE CRAKE I -S NOT REQUIRED FOR A REINFORCED MONOLITHIC ARCH. t , r 3. STATIONS SHOWN ON THE PROJECT DRAWINGS FOR LATERALS APPLY AT THE INTERSECTION OF CENTER I; INES OF MAIN LINE AND LATERAL. STATIONS SHOWN ON: THE PROJECT DRAWINGS FOR CATCH BASiN CONNECTOR PIPES APPLY AT THE. INTERSECTION OF THE INSIDE WALL OF*THE MAIILLINE WITH THE CONNECTOR PIPE CENTER LINE. ,W 4. VALUES FPR A.• B. t'."6 Da$HALL RE SHOY+io 014 THE PROJECT DR WMICS✓- ELEVATION R AND ELEV'ATION SHALL BE SHOWN 'ONLY WHEN -REQUIPED PZR NOTE 5. > ` 5. ELEVATIONS R AND S NEED NOT BE SHOWN ON THE PROJECT. -DRAWINGS IF THE INLET PIPE 13 TO ENTER THE MAIN LINE RADIALLY. b. ELEVATION R SHALL BE SHOWN ON ,THE PROJECT DRAWINGS ONLY IF A STUB IS TO BE PROVIDED IN THE MAIN LINE FOR FUTURE CONNECTION OF AN INLET PIPE. t. ELEVATION S SHALL BE SHOWN ON THE PROJECT DRAWINGS IF AN INLET PIPE 15 TO ENTER THE MAIN LINE OTHER THAN RADIALLY. INLET PiPE SHALL BE LAID 0Nk, A< STRAIGHT GRADE FROM ELEVATION S TO THE CATCH BASIN OR GRADE BREAK IN LINE. 6. THE INLET PIPE SHALL ENTER THE MAIN LINE RADIALLY UNLESS OTHERWISE INDICATED, THE INLET PIPE MAY ENTER THE MAIN LINE OTHER THAN RADIALLY IF ANGLE A IS GREATER THAN 4-50'. B IS LESS THAN OR EQUAL TO 600 mm (249) AND THE OUTSIDE DIAMETER OF THE INLET PIPE IS LESS THAN .5 Dt OTHERWISE. STANDARD PLAN 340 SHALL BE USED.. 7. NO MORE THAN ONE OPENING SHALL BE MADE IN ANY ONE SECTION OF PIPE. A. THE OPENING FOR THE BREAKOUT SHALL BE RECTANGULAR AND CUT NORMAL TO THE PIPE SURFACE WITHOUT DAM►AGING,TME REINFORCING STEEL. THE TRANSVERSE REINFORCEMENT OF THE MAIN LINE SHALL BE CUT AT THE CENTER OF THE OPENING AND BENT INTO THE TOP AND BOTTOM SLABS OF THE SPUR. 9, THE MAIN LINE SHALL BE REINFORCED WITHMCASEMENT ONCRETE CRADLE AND ENCASEMENT IAS APPLICABLE). A CONCRETE IS REQUIRED IF A 401NT IN THE MAIN LINE FALLS WITHIN THE LIMITS OF THE CRADLE. THE CONCRETE ENCASEMENT SHALL EXTEND 300 mm (12') ABOVE THE TOP OF THE MAIN LINE AND TO THE LIMITS OF THE CRADLE. IF CONNECTING TO AN EXISTING STORM DRAIN. PORTION OF CRADLE OPPOSITE INLET MAY BE OMITTED. r 10. REINFORCING STEEL SHALL CONFORM TO ASTM A 615MA. GRADE 300, (ASTM A 615, GRADE 401, AND BE PLACED 40 mm (I 112') CLEAR FROM CONCRETE SURFACES, UNLESS OTHERWISE SHOWN F BARS SHALL BE CARRIED TO A POiNT NOT LESS THAN J DISTANCE FROM CENTER LINE WiTH Ja7lq/I2 + 150 mm (6`). II. FLOOR OF THE SPUR SHALL BE STEEL--TRpWELED TO THE SPRING LINE OF THE SPUR. I2. OIMENSIONS SHOWN, ON THIS PLAN FOR iIiETRIC AND ENGLISH UNITS ARE NOT EXACT EQUAL VALUES_ IF UETRIC VALUES ARE USED. ALL VALUES USED FOR CONSTRUCTION SHALL BE METRIC VALUES, EXCEPT REIWORCING BARS SIZES IN ENGLISH UMTS MAY BE SUBSTITUTED FOR METRIC BAR SIZES. IF ENGLISH UNITS ARE USED. ALL VALUES USED FOR CONSTRUCTION SHALL BE ENGLISH UNITS. Awfurkm PUS) IC WORKS ASSOCIATION - SOUTHERN CALIFORNiA CHAPTER ""DAM PLM ��mm�2 SHEET 2OF2 JUNCTION STRUCTURE ---m PIPE TO PIPE INLET iD �! 600 mm 24 OR > 112 MAiN MINE ID Wuc1 Ilam. MAX. MiN, -5 C - C AS-SUILT/ReCORD DRAWINC biOMORAN 323-1 •� i°0A SHW I Of 2 UM WITH STAMMUM 04-90WWATIOM FOR MOM WOO" CO"TRUMON NOTES 1, THIS JUNCTION STRUCTU� F,3Fi�L'SE U.SE0� W THE Q S DEQ DI" R , OF THE LATERAL IS •GAEATER THAN-A/Z 11`16 ,fh�S,IIIME P AI tE t�. D ,OF lfit. MAIN IsiR: OAR "YMCy THEANSIOE OiAmst& 6-:OIF'LTHE IA.TEk�-!4 ATER THAN 600 ff* (24'). B SHALL NOT EXCEED -75 0 OR- 975 mm (3$'). 2. IF THE MAIN LINE IS A REINFORCED MONOLITHIC ARCH STORM DRAIN, D SHALL REFER TO THE CLEAR SPAN OF THE ARCH. REINFORCING STEEL SHALL BE CUT AND BENT INTO THE JUNCTION STRICTURE IN THE SAME MANNER AS FOR A PIPE. A CONCRETE CRAKE I -S NOT REQUIRED FOR A REINFORCED MONOLITHIC ARCH. t , r 3. STATIONS SHOWN ON THE PROJECT DRAWINGS FOR LATERALS APPLY AT THE INTERSECTION OF CENTER I; INES OF MAIN LINE AND LATERAL. STATIONS SHOWN ON: THE PROJECT DRAWINGS FOR CATCH BASiN CONNECTOR PIPES APPLY AT THE. INTERSECTION OF THE INSIDE WALL OF*THE MAIILLINE WITH THE CONNECTOR PIPE CENTER LINE. ,W 4. VALUES FPR A.• B. t'."6 Da$HALL RE SHOY+io 014 THE PROJECT DR WMICS✓- ELEVATION R AND ELEV'ATION SHALL BE SHOWN 'ONLY WHEN -REQUIPED PZR NOTE 5. > ` 5. ELEVATIONS R AND S NEED NOT BE SHOWN ON THE PROJECT. -DRAWINGS IF THE INLET PIPE 13 TO ENTER THE MAIN LINE RADIALLY. b. ELEVATION R SHALL BE SHOWN ON ,THE PROJECT DRAWINGS ONLY IF A STUB IS TO BE PROVIDED IN THE MAIN LINE FOR FUTURE CONNECTION OF AN INLET PIPE. t. ELEVATION S SHALL BE SHOWN ON THE PROJECT DRAWINGS IF AN INLET PIPE 15 TO ENTER THE MAIN LINE OTHER THAN RADIALLY. INLET PiPE SHALL BE LAID 0Nk, A< STRAIGHT GRADE FROM ELEVATION S TO THE CATCH BASIN OR GRADE BREAK IN LINE. 6. THE INLET PIPE SHALL ENTER THE MAIN LINE RADIALLY UNLESS OTHERWISE INDICATED, THE INLET PIPE MAY ENTER THE MAIN LINE OTHER THAN RADIALLY IF ANGLE A IS GREATER THAN 4-50'. B IS LESS THAN OR EQUAL TO 600 mm (249) AND THE OUTSIDE DIAMETER OF THE INLET PIPE IS LESS THAN .5 Dt OTHERWISE. STANDARD PLAN 340 SHALL BE USED.. 7. NO MORE THAN ONE OPENING SHALL BE MADE IN ANY ONE SECTION OF PIPE. A. THE OPENING FOR THE BREAKOUT SHALL BE RECTANGULAR AND CUT NORMAL TO THE PIPE SURFACE WITHOUT DAM►AGING,TME REINFORCING STEEL. THE TRANSVERSE REINFORCEMENT OF THE MAIN LINE SHALL BE CUT AT THE CENTER OF THE OPENING AND BENT INTO THE TOP AND BOTTOM SLABS OF THE SPUR. 9, THE MAIN LINE SHALL BE REINFORCED WITHMCASEMENT ONCRETE CRADLE AND ENCASEMENT IAS APPLICABLE). A CONCRETE IS REQUIRED IF A 401NT IN THE MAIN LINE FALLS WITHIN THE LIMITS OF THE CRADLE. THE CONCRETE ENCASEMENT SHALL EXTEND 300 mm (12') ABOVE THE TOP OF THE MAIN LINE AND TO THE LIMITS OF THE CRADLE. IF CONNECTING TO AN EXISTING STORM DRAIN. PORTION OF CRADLE OPPOSITE INLET MAY BE OMITTED. r 10. REINFORCING STEEL SHALL CONFORM TO ASTM A 615MA. GRADE 300, (ASTM A 615, GRADE 401, AND BE PLACED 40 mm (I 112') CLEAR FROM CONCRETE SURFACES, UNLESS OTHERWISE SHOWN F BARS SHALL BE CARRIED TO A POiNT NOT LESS THAN J DISTANCE FROM CENTER LINE WiTH Ja7lq/I2 + 150 mm (6`). II. FLOOR OF THE SPUR SHALL BE STEEL--TRpWELED TO THE SPRING LINE OF THE SPUR. I2. OIMENSIONS SHOWN, ON THIS PLAN FOR iIiETRIC AND ENGLISH UNITS ARE NOT EXACT EQUAL VALUES_ IF UETRIC VALUES ARE USED. ALL VALUES USED FOR CONSTRUCTION SHALL BE METRIC VALUES, EXCEPT REIWORCING BARS SIZES IN ENGLISH UMTS MAY BE SUBSTITUTED FOR METRIC BAR SIZES. IF ENGLISH UNITS ARE USED. ALL VALUES USED FOR CONSTRUCTION SHALL BE ENGLISH UNITS. Awfurkm PUS) IC WORKS ASSOCIATION - SOUTHERN CALIFORNiA CHAPTER ""DAM PLM ��mm�2 SHEET 2OF2 JUNCTION STRUCTURE ---m PIPE TO PIPE INLET iD �! 600 mm 24 OR > 112 MAiN MINE ID B BARS - 20116 a 100 *0 (e13 0 4'1 oc. LCHOTH ■ &tk(l m W-01 PLACED UN" CUT BARS AND FOR OUTLET SEE ON TOP OF UNCUT BARS, 0iI01T STAXWD G4TCH BARS THAT FALL OWER SIAEWAL LS. BASIN PLAM9 --.,�r--- J --CATCH BASIN FLOOR LONG. PIPE OR MP 265 Xq-0-44 We (454- C -2000I CONCfR�ETE. EN- � i' Q C�'��t�y 01+� 5�'CTI Nam 'moo t6 PIPE 19 t),9E D♦ 11 110 BOX AQ B ams NOTE, MMT CATCH I nl?4 FALLS 8 8ui$ ON OP QR Box, THE ,� - T�H�iLIWi SAY Be OCtiI�CN CASE 3 SHIN AN p tfi00 9Lnra Or• )MOX. ,JQP SLAB ENTRA�C_E, 0 = 754 m -m-_1&*) MO. ISM O 100 ems (*5041)OCTOBE ke60 men (2`) QP HbL,E --- 19 BARS CUT FJAAS 50 mm Irl CLEAR OF OPENING AWRIOAN FUBM- 0 WORK3.A33WK110114 - SOUTHERN CALIFORNIA CHA MR ST"a"m Pw JUNCTION RUCTURE - PIPE TO ETRIC 334-1 INLET ID :S 750 trim (301"y SHEU2_ ZEAND w .a Xcl T NAT 5 �40Vol I+ M SHOWN ON o It" t •5 4 41 OC FQUIV --- TIT - 41Aa100oft (050<4•)OC>c1.30 �`- 15'-') B OR Ct = tB O R0 C a0c Jz -.- r. 5 BARS 21 m t7'-09 LO MO � 14'7 CCI. --- 7 GF SiZE SHOWN Iron TRANSVOSE stgm. I3UT NOT SMALLER THAN 1��1 AAA!!a. WARP THEgSE OARS UNDER B4SI iHAt HANE 9E>LN WT FOR SHAFT "FulNO _ P STREET GRADE -i FETE RIN" tSHAPT NOT 9HOWN3 1 PER 94 370,PLAN I`1 Ait40 UtAI -^--% -r SECTION A - A MOMOL FR AND COVER �ER 3 PLAN 630 1 -STREET GRADE iEAMHOLE SHAFT PER SM PLAN $24 -- -- 12!5 mm a 50 mrn iS•a 26) PiPE SEAT -\ OMIT FiLLET LAM SHUT IT5. c7' ST s SECTION B - B elui !1!I-� '�a = q t • i ISS•) ET ulBlmIT O r f 75 lam+ c�'1 STEPS - SECTIONC - C �MOTE1 TABLE OF VALUES ROA Y 'SET' Mian I! SECTION PAVO STREET tNVAVED STREET Wuc1 Ilam. MAX. MiN, -5 C - C Z>;!Z "r) 217 mm M u'r) 410 MCC -1 00 M I1S') AMERICAN PUBLIC WORDS ASSOCIATION - SOUTHERN CAIUFORNtA CHAPTER ►��,�� MANHOLE - CONCRETE BOX `' pq 140 biOMORAN 323-1 •� i°0A SHW I Of 2 UM WITH STAMMUM 04-90WWATIOM FOR MOM WOO" CO"TRUMON NQTEE I. USE JUNCTION STRUCTURE PER STANDARD PLAN 333 INSTEAD OF THIS JUNCTION STRUCTURE UNDER ANY ONE OF THE FOLLOWING CONDITIOHSr a. DIAMETER OF INLET PIPE EXCEEDS 750 nm (301. b. TOP OF PIPE IS LESS THAN 300 mm (I2•) 5ELOW SOFFIT. OF BOX. c. FLOW LINE OF PiPE iS LESS THAN 225 mrs (13") ABOVE FLOOR OF THE BOX AT INSIDE FACE. d, ANGLE A IS LESS THAN 450, 2. ALL CSP AND FITTINGS SHALL BE GALVANIZED. 3_ ELEVATiON S SHALL BE SPECIFIED ON PROJECT DRAWiNGS ONLY IF THE TOP OF PIPE 13 MORE THAN 500 mm (120) BELOW SOFFIT 4F 60X, 4. LATERALS OR CONNECTOR PIPES 600 mm (24`) OR LESS IN DiAM1AETER SHALL BE "OT MORE THAN 1,5 m (5') ABOVE THE INVERT. i..ATERALS OR CONNECTOR PIPES 675 mm (27') OR )LARGER IN DIAMETER SHALL BE NOT MORE THAN 450 mm (18') ABOVE THE 19YERT. WITH THE EXCEPTION THAT CATCH BASIN CONNECTOR PIPES LESS THAN 15 m (SO' ) IN LENGTH SHALL BE 1407 MORE THAN u.S m (5') ABOVE THE INVERT. S. DIMENSIONS SHOWN ON THIS PLAN FOR METACC AND EW;LISH UMTS ARE NOT EXACT EQUAL VALUES. IF METRIC VALUES ARE USED. ALL VALUES USED FOR CONSTRUCTiON SHALL.. BE METRIC VALUES. EXCEPT REINFORCING BARS SIZES IN ENGLISH UNITS MAY HE SUSSTITUTED FOR METRIC BAR SIZES. IF ENGLISH UNITS ARE USED. ALL VALUES USED FOR CONSTRUCTION SHALL BE ENGLISH UNITS. AFAMCAN PUBLIC WORKS ASSOCIATION - SOU"ERN CALIFORNIA CHAPTER aTx� PLN JUNCTION STRUCTURE - PIPE TO RCS 334 -1 INLET ID:S 750 rnm 30,�i IMPROVEMENTS NOT Prepared Under The Supervision Of SHOULD CONSTRUCTION OF THE REQUIREDQRpFESS/p COMMENCE WITHIN TWO YEARS OF THE DATE. OF APPROVAL ��,�1EB k,�9,y1 F` Bm DRAWN BY: SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, No. 37 THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO First <Str� e.t DESIGNED BY: g�3 AW 200,1 East ' �'� Sian#a Alia;= Fa.'g;;1' CONDITIONS AND L �Q' TEL (? ',5:. 7;bab#;FAQ: ,.7.36= - 906 CHECKED BY: BRING THEM INTO CONFORMANCE WITH CIV1 �: ]}} '/`ham � L :.•> r, `�:-... - :�i :l ; t JY Y OF C STANDARDS IN EFFECT, i _ Date D 0 Q N N of r 0 0 N o_ 0 i o_ U) 3- 0 N 0 0 I N Lo 1-11 V) w w CD0 N W CITY OF FONTANA, CALIFORNIA i BASELINE AVENUE IMPROVEMENTS 0 SCALE: z APWA STANDARD PLANS NONE Li DATE: m 05-16-07 APP D BY: DRAWING NO.: 10 Ln �T 4Z� A C Y ENG) R.C.E. 51152_ DATE: 41 L