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Home My WebLink About4360-5. . . .......... . FACE PLATE 15M 0 500 mrn(@40211 ASSEMBLY CIRCULAR TIES EACH WAY mm(l t4'M STREET, GUTTER, 3 OR LOCAL DEPRES— SION SURFACE -i 3 La ------ ---- -- — 4 -4- 00 SLOPE 4 1 IR" 5 `-FLOW LINE IV 2 75 M 775 .179 1 FACE k (3' R DOWEL — - -------- - PLATE �TYPJ 0 x 1050 mm 142') 12 0 0 mm (4 81 __I, I - S q CORING 225 mm (91 250 mm (101 4E LIN CUR% L�NE . 11W) IF 75oo . (65-1 2 EXTRA ISWo0 STEPS -1" — I—— T75 —.wi ON 2 SIDES OF t I00 525 mm 121-11?75 M"HOLE FRAME M ANO COVER (41MIN. —j300 7$ j (72") 1800 mm (721) " MM mm �, --mm m 021)MAX. (15-111— CATCH BASIN MANHOLE FRXME R� . K AND COVER _z - - __ 3 i 0& w 0 = DI_ L A 0 (T- OR MONOkITHIC OPTIONAL SUBGRADE -CONNECTOR PIPE CATCH 8 SIN 12 CONNECTION 1� I`_:z a, Mo STEPS 00 At SECTION A—A -4 o No mm 200 mm(sl 4*Hk I n PLAN DOWEL DETAIL STRUCTURAL DATA WALL AND SLAB DIMENSIONS AND REINFORCEMENT REOUIREMENTS REINFORCEMENT MAX MAX I IF REQUIRED IN W FRONT �!REAR BOTTOM END WALL, WALLI SLAB WALL 110 M45�51) Z�4 1,11451) 150 MaKel ISO =461) 4@12" O.C. LO m(3.59 3,5 ffKI2') 200 mmt(89 200 ftw�89 — — 2.0 m(71 t.6 m0l = mn'dS') 150 nvrl6') m1121 200 ftv4s"l 20 81) _1_0 _ml711 _15 4.0 m(141 1,2 m44'I 150 mrM611 15 R" 0 -11"1 —m —w) 200 * 4,0 fy�(411 3,5 rn(12') 200 nT40') N 250 "101) r k2 m(4') 150 M(N61 150 mm40 0 l</' R E k6 ff09 1$0 mffK6*) 200 mmoI 0 0 2�4 n0') 200 =01 200 mffds,) z R 250 flwIflo') E -Loo _M11111"I 34 MH21) 200 nroall D T F�R IN W). Y ) 3. 5 in(129 OR 8 ) 1,2 v,441) SEE PROJECT PLANS AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN PRQMk&faAlF,QQYThE PUK�C VVQRKS STANDARDS Nl_ METRIC GREENOOOKCOW47TEE CURB,,OPENING CATCH BASIN 300-2 �6 Rftv� Wiiiii�AN6�RD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET I OF 2 ---------------- NOTES 1. A CONCRETE COLLAR IS REQUIRED WHERE THE CHANGE IN GRADE EXCEEDS 10 PERCENT, 2. FOR CURVE JOINTS (SEE DETAIL B. SH EET 1) THE PIPE A CLEAR SPACE IF THE EXTREME ENDS OF LEAVE THAT IS GREATER THAN 25 MM 0'), BUT 15 LESS. THAN 75 mm((31 IS REQUIRED IN ACCORDANCE WITH SUBSECTION A CONCRETE COVER 306-1.2.4 OF THE 3SPWC. A CLEAR SPACE IF THE OF THE PIPE LEAVE EXTREME ENDS THAT IS EQUAL TO OR GREATER THAN 75 mm (3'). BUT LESS THAN 150 mm (61, A CONCRETE COLLAR IS REQUIRED. IF THE CLEAR SPACE IS 150 mm IS") OR GREATER, A TRANSITION STRUCTURE IS REOUIRED. 3. CONCRETE 'COLLAR SHALL NOT BE USED FOR A SIZE CHANGE ON THE MAIN LINE. 4� CONNECTOR PIPES A� WHERE PIPES OF DIFFERENT DIAMETERS ARE JOINED WITH A CONCRETE COLLAR. L AND T SHALL BE THOSE OF THE LARGER PIPE. D=Di OR D2, WHICHEVER IS GREATER. B, WHEN Di IS EQUAL TO OR LESS THAN D2, JOIN INVERTS AND JOIN SOFFITS. WHEN Di IS GREATER THAN D2, 5. FOR PIPE LARGER THAN 1800 rnm (721 SPECIAL COLLAR DETAILS ARE REQUIRED, 6, FOR PIPE SIZE NOT LISTED USE NEXT SIZE LARGER. 7. ASTM A 1515 M (A 615) GRADE REINFORCEMENT SHALL CONFORM TO 300(lio). S. WHERE REINFORCING IS REQUIRED THE DIAMETER OF THE CIRCULAR TIES SHALL BE D+(2X WALL THICKNESS) + T, 9� REINFORCING SHALL BE USED WHERE THE PIPE DIAMETER IS GREATER THAN 525 mm (21") AND ON ALL PIPES WHERE THE SPACES BETWEEN THE EXTREME OUTER ENDS IS 75 mm (3') OR LARGER. NO� 6F CIRCULAR TIES: PIPE DIAMETER THE SPACE BET 75 mm (3). THE NUMBER OF CIRCULAR TIES SHALL BE INCREASED TO MAINTAIN AN WHERE WEEN PIPE ENDS EXCEEDS APPROXIMATE SPACING OF 150 mm (61 D.C. 10. WHERE THE PIPE IS 525 mm (211 OR IN DIAMETER AN INTERIOR -TUBE OR EQUAL SHALL BE USED TO LESS FORM OF UNSEALED SONO PROVIDE A SMOOTH INTERIOR JOINT, THE PAPER FORM MAY BE A). WHEN LEFI IN PLACE [SEE DETAIL THE PIPE 15 600 mm (2'1') OR LARGER A REMOVABLE INTERIOR FORM SHALL BE USED OR THE MORTAR AND INTERIOR JOINT SHALL BE COMPLETELY FILLED WITH NEATLY POINTED. 11, 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 13E METRIC VALUES. EXCEPT REINFORCING BAR 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. 211"loWl, 0 01:0% "T L WHERE THE BA$tN IS TO BE CONSTRUCTED WITHIN THE LIMITS OF EXISTING OR PROPOSED SIDEWALK OR IS CONTIGUOUS TO SUCH SIDEWALK, THE TOP SLAB OF THE BASIN MAY BE POURED EITHER MONOLITHIC WITH THE SIDEWALK OR SEPARATELY, USING TME SAME CLASS OF CONCRETE AS IN THE BASIN- WHEN POURED MONOt -ITHICALLY, THE SIDEWALK SHALL BE PROVIDED WITH A WEAKENED PLANE OR A �5 mm(l*) DEEP SAWCUT CONTINUOUSLY AROUND THE EXTERNAL PERIMETER OF THE CATCH BASIN WAL.LS, INCLUDING ACROSS THE FULL WIDTH OF THE SIDEWALK. SURFACE OF ALL EXPOSED CONCRETE SHALL CONFORM IN St _OPE, GRADE, COLOR, FINISH, AND SCORING TO EXISTING OR PROPOSED CURB AND WALK ADJACENT TO THE BASIN� 2� ALL CURVED CONCRETE SURFACES SHALL BE FORMED BY CURVED FORMS. AND SHALL NOT BE SHAPED BY PLASTERING. 3. FLOOR OF BASIN SHALL BE GIVEN A STEEL, TROWEL FINISH AND SHALL HAVE A LONGITUDINAL AND LATERAL SLOPE OF It t2 MINIMUM AND 1: 3 MAXHVIUM, EXCEPT WHERE THE GUTTER GRADE EXCEEDS 8 PERCENT, IN WHICH CASE THE LONGITUDINAL SLOPE OF THE FLOOR SHALL BE THE SAME AS THE GUTTER GRADE. SLOPE FLOOR FROM ALL DIRECTIONS TO THE OUTLET, A� DIMENSIONS: R = 970 mm(:�'-2') V THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT OF THE CATCH BASIN AT THE OUTLET - ��35 rnt4l.5'L v THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE-: CURB AND THE INVERT AT THE UPSTREAM END OF THE EIASIN� AND SHALL BE DETERMINED BY THE REOUIREMENTS OF NOTE -5, BUT SHALL NOT BE LFS$ THAN CURB FACE PLUS 300 MM02'Y V� THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT OF THE INLET, NOTED ON THE PROJECT PLANS, H NOTED ON THE PROJECT PLANS, W NOTED ON T14E PROJECT PLANS. A THE ANGLE, IN DEGREE5, INTERCEPTED BY THE CENTERLINE OF THE CONNECTOR PIPE AND THE CATCH BASIN WALL TO WHICH THE CONNECTOR PIPE 15 ATTACHED, FIED, THE CONNECTOR PIPE SHALL BE LOCATED AT THE DOWNSTREAM END OF THE BASIN. 5� PLACE CONNECTOR PIPES AS INDICATED ON THE PROOECT PLANS, UNLESS OTHERWISE SPECI-1 WHERE THE CONNECTOR PIPE 13 SHOWN AT A CORNER, THE CENTERLINE OF THE PIPE $HALL INTERSECT THE INSIDE CORNER OF THE BASIN. THE PIPE MAY BE CUT AND TRIMMED AT A SKEW NECES$ARY TO INSURE MINIMUM 80 mm(3") PIPE EMBEDMENT, ALL AROUND, WITHIN THE CATCH BASIN WALL, AND 75 mm(39 RADIUS OF ROUNDING OF STRUCTURE CONCRETE. ALL AROUND, ADJACENT TO PIPE ENDS, A MONOLITHIC CATCH BASIN CONNECTION SHALL BE USED TO JOIN THE CONNECTOR PIPE TO THE CATCH BASIN WHENEVER ANGLE 'A' IS LESS THAN 70 DEGREES OR GREATER THAN 110 DEGREES� OR WHENEVER THE CONNECTOR PIPE IS LOCATED IN A CORNER, THE OPTIONAL USE OF A MONOLITHIC CATCH BASIN CONNECTION IN ANY CASE IS PERMITTED, MONOLITHIC CATCH BASIN CONNECTIONS MAY BE CONSTRUCTED TO AVOID CUT- TING STANDARD LENGTH!5 OF PIPE� G� STEPS SHALL BE LOCATED AS SHOWN, IF THE CONNECTOR PIPE INTERFERES WITH THE STEPS, THEY SHALL BE LOCATED AT THE CENTERLINE OF THE DOWNSTREAM END WALL. STEPS SHALL BE SPACED 300 mmil2') APART, THE TOP STEP SHALL BE 175 mrr0l BELOW THE TOP TO THE MANHOLE AND PROJECT 65 mm(2--1/2'). ALL OTHER STEPS SHALL PROJECT 130 mm(5'). -1, DOWELS ARE REQUIRED AT EACH CORNER AND AT 2 m(71 ON CENTER (MAXIMUM) ALONG THE HACKWALL, THE FQLLOWINQ STANDARD PLANS ARE INCORPORATED HEREINt 308 MONOLITHIC CATCH BASIN CONNECTION 309 CATCH BASIN REINFORCEMENT 310 CATCH BASIN FACE PLATE ASSEMBLY AND PROTECTION BAR 312 CATCH BASIN MANHOLE FRAME AAD COVER 6:35 STEEL STEP 636 POLYPROPYLENE PLASTIC STEP 9�, 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 VAL.UES, EXCEPT REINFORCING BARS SIZES IN ENGLISH UNITS MAY BE SUBSTITUTED FOR METRIC BAR SIZES� IF ENGLISH UNITS ARE USED, ALL VALUES USED FOR CONS RUCT ON T I SHALL BE ENGLISH UNITS. AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER CIRCULAR TIES 525 mm (211 OR LESS 3 600 min (24") TO 750 m- (301 3 825 mm (331 TO 1425 rnni (571 — 4 1500 00 mm (729 mm (601 TO 18 5 THE SPACE BET 75 mm (3). THE NUMBER OF CIRCULAR TIES SHALL BE INCREASED TO MAINTAIN AN WHERE WEEN PIPE ENDS EXCEEDS APPROXIMATE SPACING OF 150 mm (61 D.C. 10. WHERE THE PIPE IS 525 mm (211 OR IN DIAMETER AN INTERIOR -TUBE OR EQUAL SHALL BE USED TO LESS FORM OF UNSEALED SONO PROVIDE A SMOOTH INTERIOR JOINT, THE PAPER FORM MAY BE A). WHEN LEFI IN PLACE [SEE DETAIL THE PIPE 15 600 mm (2'1') OR LARGER A REMOVABLE INTERIOR FORM SHALL BE USED OR THE MORTAR AND INTERIOR JOINT SHALL BE COMPLETELY FILLED WITH NEATLY POINTED. 11, 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 13E METRIC VALUES. EXCEPT REINFORCING BAR 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. 211"loWl, 0 01:0% "T L WHERE THE BA$tN IS TO BE CONSTRUCTED WITHIN THE LIMITS OF EXISTING OR PROPOSED SIDEWALK OR IS CONTIGUOUS TO SUCH SIDEWALK, THE TOP SLAB OF THE BASIN MAY BE POURED EITHER MONOLITHIC WITH THE SIDEWALK OR SEPARATELY, USING TME SAME CLASS OF CONCRETE AS IN THE BASIN- WHEN POURED MONOt -ITHICALLY, THE SIDEWALK SHALL BE PROVIDED WITH A WEAKENED PLANE OR A �5 mm(l*) DEEP SAWCUT CONTINUOUSLY AROUND THE EXTERNAL PERIMETER OF THE CATCH BASIN WAL.LS, INCLUDING ACROSS THE FULL WIDTH OF THE SIDEWALK. SURFACE OF ALL EXPOSED CONCRETE SHALL CONFORM IN St _OPE, GRADE, COLOR, FINISH, AND SCORING TO EXISTING OR PROPOSED CURB AND WALK ADJACENT TO THE BASIN� 2� ALL CURVED CONCRETE SURFACES SHALL BE FORMED BY CURVED FORMS. AND SHALL NOT BE SHAPED BY PLASTERING. 3. FLOOR OF BASIN SHALL BE GIVEN A STEEL, TROWEL FINISH AND SHALL HAVE A LONGITUDINAL AND LATERAL SLOPE OF It t2 MINIMUM AND 1: 3 MAXHVIUM, EXCEPT WHERE THE GUTTER GRADE EXCEEDS 8 PERCENT, IN WHICH CASE THE LONGITUDINAL SLOPE OF THE FLOOR SHALL BE THE SAME AS THE GUTTER GRADE. SLOPE FLOOR FROM ALL DIRECTIONS TO THE OUTLET, A� DIMENSIONS: R = 970 mm(:�'-2') V THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT OF THE CATCH BASIN AT THE OUTLET - ��35 rnt4l.5'L v THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE-: CURB AND THE INVERT AT THE UPSTREAM END OF THE EIASIN� AND SHALL BE DETERMINED BY THE REOUIREMENTS OF NOTE -5, BUT SHALL NOT BE LFS$ THAN CURB FACE PLUS 300 MM02'Y V� THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT OF THE INLET, NOTED ON THE PROJECT PLANS, H NOTED ON THE PROJECT PLANS, W NOTED ON T14E PROJECT PLANS. A THE ANGLE, IN DEGREE5, INTERCEPTED BY THE CENTERLINE OF THE CONNECTOR PIPE AND THE CATCH BASIN WALL TO WHICH THE CONNECTOR PIPE 15 ATTACHED, FIED, THE CONNECTOR PIPE SHALL BE LOCATED AT THE DOWNSTREAM END OF THE BASIN. 5� PLACE CONNECTOR PIPES AS INDICATED ON THE PROOECT PLANS, UNLESS OTHERWISE SPECI-1 WHERE THE CONNECTOR PIPE 13 SHOWN AT A CORNER, THE CENTERLINE OF THE PIPE $HALL INTERSECT THE INSIDE CORNER OF THE BASIN. THE PIPE MAY BE CUT AND TRIMMED AT A SKEW NECES$ARY TO INSURE MINIMUM 80 mm(3") PIPE EMBEDMENT, ALL AROUND, WITHIN THE CATCH BASIN WALL, AND 75 mm(39 RADIUS OF ROUNDING OF STRUCTURE CONCRETE. ALL AROUND, ADJACENT TO PIPE ENDS, A MONOLITHIC CATCH BASIN CONNECTION SHALL BE USED TO JOIN THE CONNECTOR PIPE TO THE CATCH BASIN WHENEVER ANGLE 'A' IS LESS THAN 70 DEGREES OR GREATER THAN 110 DEGREES� OR WHENEVER THE CONNECTOR PIPE IS LOCATED IN A CORNER, THE OPTIONAL USE OF A MONOLITHIC CATCH BASIN CONNECTION IN ANY CASE IS PERMITTED, MONOLITHIC CATCH BASIN CONNECTIONS MAY BE CONSTRUCTED TO AVOID CUT- TING STANDARD LENGTH!5 OF PIPE� G� STEPS SHALL BE LOCATED AS SHOWN, IF THE CONNECTOR PIPE INTERFERES WITH THE STEPS, THEY SHALL BE LOCATED AT THE CENTERLINE OF THE DOWNSTREAM END WALL. STEPS SHALL BE SPACED 300 mmil2') APART, THE TOP STEP SHALL BE 175 mrr0l BELOW THE TOP TO THE MANHOLE AND PROJECT 65 mm(2--1/2'). ALL OTHER STEPS SHALL PROJECT 130 mm(5'). -1, DOWELS ARE REQUIRED AT EACH CORNER AND AT 2 m(71 ON CENTER (MAXIMUM) ALONG THE HACKWALL, THE FQLLOWINQ STANDARD PLANS ARE INCORPORATED HEREINt 308 MONOLITHIC CATCH BASIN CONNECTION 309 CATCH BASIN REINFORCEMENT 310 CATCH BASIN FACE PLATE ASSEMBLY AND PROTECTION BAR 312 CATCH BASIN MANHOLE FRAME AAD COVER 6:35 STEEL STEP 636 POLYPROPYLENE PLASTIC STEP 9�, 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 VAL.UES, EXCEPT REINFORCING BARS SIZES IN ENGLISH UNITS MAY BE SUBSTITUTED FOR METRIC BAR SIZES� IF ENGLISH UNITS ARE USED, ALL VALUES USED FOR CONS RUCT ON T I SHALL BE ENGLISH UNITS. AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANDARD NAN CURB OPENING CATCH BASIN 300-2 SHEET 2 OF 2 t MAIN LINE IRCP OR REINFORCED MONOLfTH�C ARCH, SEE NoTe 2-1-- 5/ 80 'nal f3,� MWC `--L LArERAL/ t5j 0 t 5 0 rnrn IROUND N", " ,, t EDGE 4 0 6') 0 C 4 o�j -, I K/ T 7 5 -r,m uo , j - 2' Z+ Q 0 4 1) X wo 0 c� *', �-� OR -4 0 IWI z z E I,; TIE BAR$ u� rj x U 0 x A < W \ / K, F BARS Q W I�m 0 75 nirn (.5 0 3') Qc, 5EE NOTE 6 T� STA. POH10, T A 13'� �E OF n, CONNECTOR i�YFE SEE NOT'E 3 VALA)ES FOR _80 tral �3�) \..____STA POINT B T A,-"-r-E,-R,- -A-L- SEE NOTE 3 InM L_ A N mrn 15') 0 450 r"T, '600, lo:� OR �4 0 �Bl (�75 .,,n f27'� MO uim 15 u 0C T�E BAR 7, -ri f6l 50 ff'm �301 �,�o n), (3 BAR� 15M 0 150 urn \\04 0 6') Cr 'D goo �,,, Y __11--, __1 V"4 �,2LILL, _=17.2111 J-1 <11 SPRING I�o ffg [--,,TiE BARS I'ouw) I '� -1-1-I-1.1 5Ili j-'ELEV, fl 717-1 t ,!E e,,%T�5 DAF k I , , , - -,.- " - E L EV, I S 5 3 BARS 15 M 5) 0 75 aun (31 OC UNDISTf E,",,R I H H SEE NOTE 9 IT M SECTION Z --Z SECTION NA AMERICAN PUBLIC WORKS ASSOCIATION SOUTHERN CALIFORtflA CHAPTER STANDARD KAN JUNc,rm ST RUCTURE - PIPE TO PIPE INLEr Alc R El. E N U10 c, K r �0 WA I E ft" > 600 mm C24') OR OD :> 1 P2 MAIN LINE ID 3 2 r�� j Iw, RA, 0 Mul A ITE�ll - -------- - ------- - -ICATIONS FCR PUBLIC WOR REV, "K4 f" v I OF e, KS CONSTRUCII USE Wil)i STANDARD SPECH ----- ----- CRIME 11111111 001 a ilk to] a DATE ENGR. CITY DATE CUT No. I LINE--- - 4 _1�0 - - 0 __ - 0 775 .179 —CUT — - -------- - NO� 2 1050 mm 142') 12 0 0 mm (4 81 LINE 225 mm (91 250 mm (101 — 7425 m. (SrTi�o . 11W) 7,50 -- 001) 75oo . (65-1 z5 —m -tin T75 —.wi 1650 mm (66, "0 525 mm 121-11?75 . 019 '3'0Cl (72") 1800 mm (721) 1605�:: (2'4' 600 m --mm m E BARS -2 ABO'�E 2 BELOW OPENING 300 rnrn (12') WN -75 mm (a) MIN ME- 6IN 0 450 rnm 4 0 18") LT / 11\ I 1 &5ARS-2 ABOVE & �% / 2 BELOW OPENING - 4-1 139 0 450 mm 13M 0 45 0 4 0 18') C BARS SECTION A—A 4% K: PLAN CORNER CONNECTION mrn (Y) R kq D BARS -2 ABOVE BELOW OPENING 410 mm 'a'.) C BARS ... ........ .......... ..... .. ... ..... I. INCS JUNCTION STRUC'TURE 'SHALL BE USED Wl'-IiE�4 'nlE OIJTS�o[ INAME11-IfER OF IHE LATERAL 1S GREATER TriAN I/,? THE INSU)E W�AvETER D ,�p �jE 1 T M,A�N LINE'� OR WHEN IHE INSIDE D�AMETER B OF THE L'ATER,-M. �S rr?,EATEF,'� THAN 600 reirn (24",' B SHAI-L NOT EXCEED ?5 C.) OR 975 mrn (39') �F 7PIE MAHI� LHINIF IS A RIEH,4FORCED MONOLATHIC ARCH STOr�(M 'ro D SHALL P'EFER I THE CLEAR SP'AN OF THE ARCH. REINFORCIN,G -i T'F E E SHALL. BE CUT AND BEPq'I" �NTO THE JUNCT�ON STRUCTURE IN THE 5,41 E IS REQ NiAWIER AS FOR A �-IWE, ja, GON'CF�ETE CRADLE �o UIRED FOR A REH,,IFOF�CED MONOLtTWIC" ARCH, 1 3, S'rATIONS THE PROJEC7 CPAWINGS FOR t.ATl'l-,,RlP_LG APPLY INTERSECI iON OF CENTER IJNES OF MAIN LINE ANO L)�0i_HAIL, I'AflONS SHOWN ON R THE P� OJECT I)Rf�W�N�GS FOP' Ct,,TCH BAS�t,,l CONNIECTOR FlIPES APPL Y AT 7FIE �NTERSEC I �ON OF' 144E INS IDE WAL�_ OF 'n'AE MAIN LNlE W� TH THE C�ONNECTOR PIPE. CE�,CrEri, LHNE VALUES FOR A, 5,' 'C AND 1.1 SHALL BE SHOWN ON THE PROJECT DRA`mNGS, ELEVATION R SHOWN Ot,4_Y AND ELEVATH)N S SHALL BE WHE-N REQUIRED PER ELEVATIONS R AND S NEECI NOT BE SHOWN ON THE PROJECT DRAwIN(5,S Ir- THE INLET PIPE �S TO ENT --R niE MAIN LINE RADfALL,Y, b. FLEVA.T�DN R SHALI BE 5,H0`0/N ON THF. PROJECT DRAWINGS Om -Y 1F A STI�B 15 TO SE PROVIDED �N THE I'vIAIN L�NE FOR FUTURE CONNCCJ�Otl OF AN INLET P�PE, c, ELEVAT10,Iq S SHALL, BE S�IOXNq ON THE fROJEC-T DRAAI�NGS IF AN INLE PfPE �S TC) ENTER 1"HE t,,AA�N I,INE G�IHER THIAN RAD�ALLY� Im-ET P�IPE SHALL BE LAID Or�� (.\ s"n'?AIGHI GRADE FROYI ELEVATION S TO THE BREAK IN LINE, CATCH BASP4 OR GRADE 6, THE �NLET PfPE SHALL ENTER THE MAIN LANE RADIAL.LY UNLESS OTHER'h'ISE INVCATED� THE INLET PIPE MAY ENTER THE IMAIN LINE 0THER T�ja�jq RADIALLY W ANGLE A IS GREA"TER THAN 45`� 0, 15 LE55 THAN oR ECPUA�_ Tc) -I C) C ' IE C [) E 0 1 A M El E 13 'r 't I E � N L El' P I P E � �, � E 'S (241'� AND T)r t.) TS I' OF' ES' T H 4� N �5 D! OTHERvv�SE, STLNIDARD PI -04 340 SHALL BE USE(), 7 E MORE THAN ONE OPEN01rG SHALL B MADE �N ANY ONE SECTION Of' PIPE, 8 THE OPEWNG FOR, TFIE BREAKOUF SHALL BE REC7ANGLA,,AR AND CUT NORN�.Al io 'mF. PIPE SURF),hCE W�THOUT DAMAGING THE RE�NFCIRCING STEEL, 1HE - TRANSVERSE REINFORCEMENT OF THE MIAIN, LHIE SHALt, BE CUT AT THE "ENTER OF THE OPENING AND BENT INTO THE 70P AND 6()_TT0tj S�_P,,CS OF C TH E �,,PU R L�NE SHALL BE REtNFORC,Ef) -�E MAIN A CONCRETE CRADI F �N D I - N'l AS T I Eiq'CASEYF ' (A APPLICABLEI� A CONCRETE ENCASEMEPI 1S REQUIRED IF 4k Ife"H114'r itq 'rHE MAm �_�14E FALL,�,`, WtTillf%I T'HE LINflTS OF THE CRADLE, THIE CONCRETE' ENCASEN,',E'Nl' $HALL EXTEND 3100 mm 02') ABOVE THE TOP 0 F I MAIN L IN'E AND [0 THE L IMI OF THE CRADLE, I �F CONNECT�NG TO AN EXISTING, STORM [)RAN, f"ORTION' OF CRACILE OPPOSITE INLET M4Y SE ONfll'TED, C�NG 10, R E IN FO V 'S T E L SHA�,L C`NF0R,',A TO ASTKI A 6�5,M, GRADE 300, iAsTrA Q GRADE 140), AND BE PLACED 10 rnfn 0 1/2') CLEAR FR(_JM CONV"?ETE SIUR?F�'�,CES� UINLESS 0'11fEPIN�SE SHOWN F BARIS SHA' L BE CARR�ED rO A PWN'T NOT LESS 14HANI J D�STAI,,,CEE FRON� CEN7CF" LINE W17H, J��7D/12 i, �50 inni (61), H, FLOOR OF' THE' SPIjR BE 5TEEL-TR0',,YELJ--D TO THE SPRING LINE OF' THE SPUR, '2,, DINIC.,-111SIONS SHOWN Q'0-4 PLAN FOR NIETRIC AND ENGLISH AsRE N()T EXACT EOUAL VALUES. IF METRIC VALUES ARE USED, ALL VALUES USED FOR CONS TRUCTI ()r4 SHA�,J_ BE �AETIR�C. VALLTS, EXCEPT REo�FORC�lir, E,ARS SIZES �N ENG[JSH UNITS MAY 6E SUBSTITUTED FOR METRIC BAR SIZES� �F FNGLISH UNil'S� ARF USED, ALL VALUES USED FOR CONS',"RUCT�0N SHALL BE ENGLISH UNHTS, AMERlICAN PUBLIC WORKS ASSOCIATION- SOUTHERN CALWORNIA CHAPTER 1; V 'N O'l �'f) F� ---111-1 --- 1--�.��--l'-"�-..�----�,�,--""---.---,---�—,�---,-�--------�---"--'-"-'---�---�-��.'�-'--�"-r,J, ' � � T JUNCTION STRUCTURE PIPE TO PIPE INLET 331 -2 ID 600 mm ('24"") 'OR OD> 1/2 MAIN LINE ID `,HEc.-r2(,r, 2 - ------ REV, REIVISION DESCRIPTION DATE ENGR. CITY DATE CUT No. I LINE--- - 4 _1�0 - - 0 __ - 0 775 .179 —CUT — - -------- - NO� 2 1050 mm 142') 12 0 0 mm (4 81 LINE Ell STRUCTURAL DATA C D&E C D&E B t BARS BARS BARS BARS mm (12") 115 rrmi (4") iao mri. (42) 190 MM (7 1/2") Lo _0* 375 mm (15') 115 mm (4 1/4") 1125 n-" (4-5") 190 nun (7 3/4") r, 10 450 MM (18') 115 aim (4 1/2') 0 120 rnrn (48") 218 nim 0 525 mm (21") 140 nam (5') —1 1275 mm (51") 21.5 nim (a 1/2") '_ TOO M (24') 0 M. (5 1/4') E 1350 nim (54') 2.40 mm (9") 6 F — i _�4 675 mm (27") 140 mm (5 1/2') ��h 25 (5r) 40 r;m - - 2 750 mrn (30") 165 mm (15") 75�1) rAM (bul m MM (9 1/21 60 nim (10") 65 mrn (16 1/4) r, 1575 mrn (63') 2 825 mrn (33 1 11) 900 mrn (36") 165 Mm (6 1/2") �r4 1550 rnm (66") 260 rnrn (10 1/4") 975 (39") 190 rnm (7") 1725 mrn (69-) 280 Mrn (10 3/4') 1800 inm (72") 2aO mm 0 1") ]---1 — FOR B GREATER THAN 1800 mm (72") SEE PLANS NOTES 1- REINFORCING STEEL SHALL BE 40 rnm (1-1/2") CLEAR FROM FACE OF CONCRETE UNLESS OTHERWISE SHOWN. BE CUT 2, REINFORCING STEEL FOR INSIDE FACE OF CATCH BASIN SHALl- AT CENTER OF OPENINO AND BENT INTO WALLS OF MONOLITHIC CATCH BASIN CONNECTION. REINFORCING STEEL FOR OUTSIDE FACE OF CATCH BASIN SHALL BE CUT 50 rnm (2") CLEAR OF OPENING, 3. CONNECTION SHALL BE PLACED MONOLITHIC NTH CATCH BASIN. THE ROUNDED EDGE OF OUTLET SHALL BE CONSTRUCTED BY PLACING CONCRETE VATH THE SAME CLASS OF CONCRETE AS THE CATCH BASIN AGAINST A CURVED FORM NTH A RADIUS OF 75 rnrn (Y). 4. CONNECTIONS SHALL BE CONSTRUCTED WHEN: (A) PIPES INLET OR OUTLET THROUGH CORNER OF CATCH BASIN (S' ANGLE A FOR PIPES THROUGH 750 rnm (30") IN DIAMETER IS> LESS THAN 70' OR GREATER THAN 110'. STANQARD PLAN STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION METRIC 308-1 MONOLITHIC CATCH BASIN CONNECTION _��HFET2 OF 9 S" "m "0 '1 280 m- (I D 3/4 2" m. (11.1 A 4f, I PiPE _N ....... .... k, MA�N, 'L�NE RCP CLA5S C PAOR FAR t CASE I PLAN 265 Kg -c �,, mpq (1150- CONC, ENCASEMENT, SEE NOTE 5 A 1,� A 5 FIff"E. HCP OR CSP MAIN t.INE RCP---l_l' 1172 �5 nim v/'21) Mi 3EE NOTE 4 7 . .... .. fl, - F, �",AE'QWNG OF INLET NPE ------ . ..... BACKFILL W�Tij i-- SEE NOTE 6 265 F,� -,C )0) (450, -20F CONCRE FE OR T, -4- R EL A r I V COMPACT SOIL E '_DEW5I'_f'Y /' ' REQWRED BY SFJECIFtCATWNS,` UNWSTURBED EARTH_,�_!7 FOR OUTLET SEE s-rD, ... ... CATCH BAS�N PLANS CATCH BASN FLO(,,R Z S�E NOTE ',-4_,o� . . . ....... S E E NO T V 4 > CASE 2 41GLE NOTES V a K>) CoNc. PWE, RCP OR CSP TO SUff V A Q I C Q, I5EDWNG, PER SPECIFWATIONS '—ASE 1 S) E C,"T 10 N B B 1/2 00 "OHN, BACKFILL (_'� A S E I . ...... SE CTION C—C c �_A, S S NA 0 R TA F, ISECT�ON CASE 3 SADIKE CONNECTION ---------- AMER�CAN PUBLIC WORKS ASSOCIATION,, SOUTHERN GA[JF()RNIA CHAPTER 1 ANDARD PLAN D JUNCTION STRUCTURE PIPE TO PIPE [1r) < 600 mrn (24")] 332-1 ...... .... . ..... W�T+f STANDARD SPECIFFCATIONS FOR FUBLJC WC)RAS CONSTRUCT�ON 15M 0 300 mm (#4 0 121 L/2 (TYPJ—�� I W OR 5M 0 300 .4 0 121 330-C-23 (560-C-3250) CONCRETE c� _�Vejv 0& 3-15M (o4) CIRCULAR TIES. SEE NOTE 9 ISO mm L- L*) MIN TOD In. 021 _'�o CUT NO. 2 CUT No. I LINE--- - 4 _1�0 - - 0 __ - 0 775 .179 —CUT 450 maw (181 NO� 2 1050 mm 142') 12 0 0 mm (4 81 LINE CUT NC 3J4 (Do DETAIL "A' (SEE NOTE 10) -TUB� 2OND OR EQU�L, INTERIOR FORM CUT NO� It SAW THE TUBE AT AN ANGLE OF A/2 wiTH THE TRANS- VERSE PLANE. REVERSE ONE SECTION AWD TAPE BOTH SECTIONS TOGETHER FORMING THE DEFLECTION ANGLEA. CUT NO. 2z SAW THE TUBE LONGITUDINALLY REMOVING A STRIP 3.14 [Do -D I WIDE ON THE SIDE OPPOSITE THE OPEN JOINT, BEND THE ENDS OF THE CUT TOGETHER AND INSERT THE TUBE IN THE PIPE. 25 mm W) (TYPA INTERIOR SURFACE OF PIPE DETAIL "B" TYPICA_ JOINT FOR REINFORCED CONCRETE PIPE --- ------- 41A 4, 11 afflo z I L- _T TOD In. 021 _'�o o --v ri 7o_�_. (4 T50 . (184 TOO n- (249 300 - I 12 2_1 300 mm (121) 125 mm 151 i5o mm (61 750 m (30'1 — 757o . twi 775 .179 - 00 mm (361 450 maw (181 ?25 min (91 1050 mm 142') 12 0 0 mm (4 81 4-5-0 mm 081 4 5 0 mm (181 225 mm (91 250 mm (101 — 7425 m. (SrTi�o . 11W) 7,50 -- 001) 75oo . (65-1 z5 —m -tin T75 —.wi 1650 mm (66, "0 525 mm 121-11?75 . 019 '3'0Cl (72") 1800 mm (721) 1605�:: (2'4' 600 m --mm m INTERIOR SURFACE OF PIPE DETAIL "B" TYPICA_ JOINT FOR REINFORCED CONCRETE PIPE --- ------- 41A 4, 11 afflo z I a G,'�'�,',�ERAJL �RGTE_ I DIMEI'ltqSiONS 9,H014N ON FLAN FOR KAE'TRK� ANCi ENGLJlSFi UW's ARE N01' EXACT EQUAL. VA1,3JES, iF METRiC VA� UES ARE USED, AL[ VALUES USED F'OR corqs-rRUCT�ON SHIALL BE METR�C VALUES, �F LJ, ) F'OR CONSTRUCT'�ON ENGL�SH UN�TS ARE USED, ALL VAL-LIE,`3 SEU S�4N_A_ BEI ENGLISH �UNiTS, No E s CASE I AND CASE 2 ------ ------- T�lAN 45" OR W' D �S LARGER T�,iAN 60C) airr, IF ANGt . �E A �S LESS 124"), lHEN ANOT�IER STANDARO 5TFkV__rURE SIHA�_L BE SPECIFlED. HE oy-r,,,,iTE D�AMETER OF' 'THE ft,,ET' PIPE SHALA, NOT E','XCEED -HALF THE PqS�DE DlbMETER OF THE MAIN LINE 0 N E, THE iNLE'l` PIPE SHALL ENTER T'HE MA�N LJNE AD A L' F T, E 3 r I H �hR_E` PIPE CANNOT E'NTER'RADIALi-Y, 1FIEN ANOTHER STANDARD SIRLJC�LIRE S�-IIALL BE SPECWIED, lHE `,SIZE OF' THE OPEWNG INTO 1_1iE MAIll 1,JNE SHALL 1'.3E 'FHE 4, 7ER (�ff- -f�HE lNi-ET P�PE PL.03 ',30 rilm W) MINIMUM QUTS�DE DIAME 75 inm (3") MAX�MUM ALL CONNECT'OR �'-"IPES FOR CASE 2 SHALL BE� ENCASED �N C�')NCRETE IF' LAID Wff�+N THE MAIN LINE EXCAVATE. -D TREINCH OR �F LA�D O�I,4 F�LL WHHCH HAS NOT BEEN DENSWiED. CONNECTOR PIPE FLUIS�-,l WITH INNER SURFACE 6. �`RJF(N OR CPHP END Of C)F NIAIN L.�NE R01,AND EDGE OF CONCRETE PH"IE OR RCP, 7, IALL. CSP 10'4D FATTINGS S1,11ALL, BE GALVAtflZED, 8, STATION SPECH"TD C)N THE i RC')JE(,"l' DRAWH,4Gl,,5 APPLIES AT THE IN I`EPSEC'l I()N OF "THE iNSIDE WALL OF [ViAIN tANE AND 'THE CENTER tJNIE OF iNLET P�PE, 2 SHALL NO"," BE �,JSED J0 C,0NNECT 'V0 T'kiE f,� DOR OF' A GRA_!'lN(3' CA`,"�H BASIN WHERE 114E GRAIE WH -L BE SUBJECT 1'0 VEHICLE T'RAFFIC, 10� F0 R CASE 2, N07 MORE THAN 3 5 12') OF INLET P i PE SHALL BE LOCATED W�THIN� THE MAIN LINE EXCAVATED TRENCH, IL C0NNEClWNF3 'TO PH"E'S '52,5 '2�') OfR 11,ESS IN DIAMETER W�TFIOL�T JLJNCT�ON STRUCTURES OR PRECAST Y 6RAN(',,'HES SHALL BE FA,,ADE W�rli SADDLES �2, THE OU'rsIDE D�ANIETER OF 'HE �NLET PIPE SHALL NO -r EXCEED ONE" HALF -THE INSIDE WAVETER� OF llfll`� MAiN iJNE �3, 'I"RiM OR CU1,T SADIN-E TO F�T SNUGLY OVER THE OU- S�DE ()F" THE MAIN LINE 50 FTS =S WHLL BE 0,N THE LJNE AND GRADE OF THE CONNECTOR PWE, 14� THE OPC'�WNG �NTO TIHE.' 1,'�PE SHALL BE CIJT AND TR�MMED 'TO FAT 7HE SADDLE�, 50 THAT NO PART WILL PROJECT W� `�HE BORE OF THE SADDLE PIPE. 15, THE CONNECTOR F"WE SHALL BE 5LIF"PORTED AS SHOWN IN' CASES AND 2, 1"',--11 ...... . .... AMERICAN PUBL�C WORKSASSOCIAT(ON - SOUTHERN CALWORNIA CHAPTER �4,1 AN.(,` PLAN PIPE 10 PIPE JUNCTION STRUCTURE 3-5 1 0 [ID < 600 rnm (24")] - - - -----------