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HomeMy WebLinkAbout3038-3F OPTIONAL OUTSIDE I I EDGES TO BE EDGE OF CONCRETE jj" TO D BARS F :Elf'41 75 ROUNDED •) R 75 mm (30) OC ! r IOWe3) TIE BAR )P R- ID OF SPUR Ct iC 4-20M(•6). E BARS A 975 min (3'-31 LONG. SEE NOTE 2 (- -I 4-I5M(64) H D BARS -IOMl�3) TIE BAR BARS 900 mn 1.2 T (3'-01 LONG 73 mm (3-) OC. SEE NOTE 9ILF 3-(SM(•4) J BARS 1.4 m (4'-0•) (4'-8•) LONG 75 mm(W) OC COWT.ADD'L. BARS 150 mm DETAIL 'N' F 4 IOC TO INSIDE MANHOLEEE � OF2 (RINYN AND COVER NOT SHOWN PLAN (SEE NOTE 1) (SHAFT NOT SHOWN) MANHOLE FRAME STREET AND COVER PER GRADE STD. PLAN 630 610 mm (241 v MANHOLE SHAFT W _ 12S mm x SO weM PIPE SEA PER STD. (5•x2*) s ~� SEE NOTE PLAN 324 PIPE SEAT O �. 900 mm (3'-0•) E BARS W W TIE BARS E BARS - TIE BAR -� IL ( LD BARSJ 125 mm (5.1 FJ f BARS P 700 qP ROUND EDGES. MV.1"6 -49,1x-4'1 TO 75 mm (3•) R SPRING LINE 1200 mm 48' 15M(M) O 450 mm (l8•) OC BOTH INET ELEVATION � W GRADE POINTS. WAYS TO BE USED APPLIES AT SEE NOTE 4 WHEN Dx IS 1500 mm THIS POINT . (60•) OR OVE 7 1 /4' SECTION B -B SECTION A -A 1950 m 2100 mm 11 3/44 320 mm 12 1/2' CONCRETE RINGS PER STD. 14• <: STREET GRADE PLAN 324 2700 will 125 well x 25 mm (5•x1•) 3000 mm 1 420 MR (16 1/2*) . 4(171 RING SEAT OMIT THIS a H BARS PAVED 44500(171/ _ SEE TABLE STREETS WG NO.: • VARIABLE /`I HAROLD A. GARCELON R.C.E. 31681 DATE: RLB H BARS l! lbLco 150 well (6 W E BARS 400 well U6') FOR 10#(93 OR 94) PAVED STREETS. F Ish TIE BARS 650 mm W -r) FOR ITY ENGINEER R.C.E. 51152 DATE: UNPAVED STREETS J BARS ROUND EDGES TO 75 well (31R SECTION C -C Ta LEVEL. AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER /ROULLGAT®RY 7M - MANHOLE PIPE TO PIPE MAINLINE 1� ., ,Na 11m900 > 3 OR,ARGER 320-1 MV.1"6 SWEET, OF 2 SHEET, OF 4 use v1IrH sTAIDA(IFStiPE( (.'117)ONi - PUNJC com"1UCT10N E MAIN LINE RCP OR REINFORCED MONOLITHIC ARCH. SEE NOTE 2 J , SEE NOTE 01 H 1 (ROUND i t o * LEDGE Z i I(3 Ft mm � t3') R� WnM I � i STA. POINT -� 'F' .. C COR I 80 mm SEE NOTE 3 (31 MIN. STA. POINT LATERAL SEE NOTE 3 PLAN SPUR IOM O 450 mm 493 OR M O 180) OC TIE BAR REINFORCING STEEL ( 6 BARS ISM O ISO mm (94 O 6•) OC well (well ( - M1 SPRING % \ o I, (� i,�, Sh -� I� �R E BARS ELEV. S / O 80 mm • \� F BARS 15M (95) ~ 0 75 wm (3.1 OC \ CONCRETE CRADLE. 1 tNVDISTURBED EARTH H 265-C-14 (450-C-2000). SEE NOTE 9 SECTION Z -Z E LATERAL/ CONNECTOR PIPE um v IDU mm (94 O 6•) OC IOM O 450 mm (03 OR M O IS•) OC TIE BARS E AND F BARS ISM O 75 mm (-5 O 3') OC, SEE NOTE 6 SECTION M -M BARS BARS AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER /ROULLGAT®RY 7M - - PIPE TO PIPE -.14 'API"" asIsm p -ET D > 600 nrmm (24 ORS > 112 MAN LINE ID 331-2 REN. 11111111 SWEET, OF 2 UM WRIT STANMW 8PECIF=71IOW FOR RIiBIdC'WORIM OONSTRUCTM A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV. REVISION DESCRIPTION PF_C_0tZp p2AWI1'.16 TABLE OF VALUES FOR F 02 F1 STREET SECTION MIN. 'MAUNPAVED X. MIN. A -A I 86T mm 2'-1 1/2 1 1 1125 mm (4 54 195 will IT 5 4 1200 mm 48' 205, will jS'I 7s • will a f_ 4• I4 5 mm r1/4 1 mm 1050 will (42' IS mm 6 I • 1650 mm 66' . 1723 mm (69•) 7 1 /4' 1800 mm t72•) 80 mm (II• 1950 m 2100 mm 11 3/44 320 mm 12 1/2' WImmm 14• <: mm 172* 9 2700 will 4 5 mm (16•) 3000 mm 1 420 MR (16 1/2*) . 4(171 3150 will 0261 430 mill If 3300 mm I 4 mm 1 1 4 mm '130* 44500(171/ 4• I TABLE OF VALUES 'FORM SEE NOTE 1) P61 STREET STREET SECTION MIN. 'MAUNPAVED X. MIN. A -A I 86T mm 2'-1 1/2 - 1060 mm 3'-6• C -C 262 mm 111 7 mm 8 1/21 1410 mis (16") 360 mm 051 AMERICAN PUBLIC V40PJ S -_SOUTHKWCNffORNLhCHAPTER NOTES STANDARD PUN 320-1 SHEET 2 OF 4 MANHOLE- PIPC TO- PIP L nm 3" 4 _ _ GER - ' ID------ NOTES 1. THIS JUNCTION STRUCTURE SHALL BE USED WHEN THE OUTSIDE DIAMETER OF THE LATERAL IS GREATER THAN 1/2 THE INSIDE DIAMETER D OF THE MAIN LINE: OR WHEN THE INSIDE DIAMETER B OF THE LATERAL IS GREATER THAN 600 mm (24-). B SHALL NOT EXCEED .75 D OR 975 an (390). 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 STRUCTURE IN THE SAME MANNER AS FOR A PIPE. A CONCRETE CRADLE IS NOT REQUIRED FOR A REINFORCED MONOLITHIC ARCH. 3. STATIONS SHOWN ON THE PROJECT DRAWINGS FOR LATERALS APPLY AT THE INTERSECTION OF CENTER LINES 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 MAIN LINE WITH THE CONNECTOR PIPE CENTER LINE. ` 4. VALUES FOR A. B. C AND D SHALL BE SHOWN ON THE PROJECT DRAWINGS. ELEVATION R AND ELEVATION S SHALL BE SHOWN ONLY WHEN REQUIRED PER NOTE 5. 5. a. ELEVATIONS R AND S NEED NOT BE SHOWN ON THE PROJECT DRAWINGS IF THE INLET PIPE IS 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. c. ELEVATION S SHALL BE SHOWN ON THE PROJECT DRAWINGS IF AN INLET PIPE IS TO ENTER THE MAIN LINE OTHER THAN RADIALLY. INLET PIPE SHALL BE LAID ON 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 450. B IS LESS THAN OR EQUAL TO 600 mm (241 AND THE OUTSIDE DIAMETER OF THE INLET PIPE IS LESS THAN .5 D: OTHERWISE. STANDARD PLAN 340 SHALL BE USED. 7. NO MORE THAN ONE OPENING SHALL BE MADE IN ANY ONE SECTION OF PIPE. S. THE OPENING FOR THE BREAKOUT SHALL BE RECTANGULAR AND CUT NORMAL TO THE PIPE SURFACE WITHOUT DAMAGING THE 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 WITH A CONCRETE CRADLE AND ENCASEMENT (AS APPLICABLE). A CONCRETE ENCASEMENT IS REQUIRED IF A JOINT 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. ' 10. REINFORCING STEEL SHALL CONFORM TO ASTM A 615M. GRADE 300. (ASTM A 615. GRADE 40). AND BE PLACED 40 mm (1 1/21 CLEAR FROM CONCRETE SURFACES. UNLESS OTHERWISE SHOWN F BARS SHALL BE CARRIED TO A POINT NOT LESS THAN J DISTANCE FROM CENTER LINE WITH J=7D/12 + 150 mm (61. 11. FLOOR OF THE SPUR SHALL BE STEEL -TROWELED TO THE SPRING LINE OF THE SPUR. 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 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. AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANOMM PUN 331-2 SHEET 2OF2 JUNCTION STRUCTURE - PIPE TO PIPE INLET ID Z 600 mm 2411OR > 1/2 MAIN LINE ID NOTES 1. WHEN DEPTH M FROM STREET GRADE TO THE TOP OF THE BOX IS LESS THAN 86T mm (2'-10 1/21 FOR PAVED STREETS OR 1060 mm (3'-61 FOR UN- PAVED STREETS. CONSTRUCT MONOLITHIC SHAFT PER SECTION C -C AND DETAIL 'N•. SHAFT FOR ANY DEPTH OF MANHOLE MAY BE CONSTRUCTED PER SECTION C -C. WHEN DIAMETER DI IS 1200 mm (481 OR LESS. CENTER OF SHAFT MAY BE LOCATED PER NOTE 2. 2. 'CENTER OF MANHOLE SHAFT SHALL BE LOCATED OVER CENTER LINE OF STORM DRAIN WHEN DIAMETER DI IS 1200 mm (481 OR LESS. IN WHICH CASE PLACE E BARS SYMMETRICALLY AROUND SHAFT AT 45• WITH CENTER LINE AND OMIT J BARS. 3. L AND P SHALL HAVE THE FOLLOWING VALUES UNLESS OTHERWISE SHOWN ON THE PROJECT DRAWINGS: A. D2=2400 mm (961 OR LESS. L=1.T m (5'-6'). P=130 mm (51 B. 02 OVER 2400 mm (960). L=1.8 m (6'-01. P=210 mm (81 L MAY BE INCREASED OR LOCATION OF MANHOLE SHIFTED TO MEET PIPE ENDS. WHEN L GREATER THAN THAT SHOWN ABOVE IS SPECIFIED. D BARS SHALL BE CONTINUED 150 mm (61 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 TO THE PROLONGED INVERT GRADE LINES. 5. REINFORCEMENT SHALL CONFORM TO ASTM A 615M. GRADE 300 (ASTM A 615. GRADE 40). AND SHALL TERMINATE 40 mm U 1/21) CLEAR OF CONCRETE SUR- FACES UNLESS OTHERWISE SHOWN. 6. FLOOR OF MANHOLE SHALL BE STEEL TROWELED TO SPRING LINE. T. 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 SHALL VARY WHEN NECESSARY TO PROVIDE A LEVEL SEAT BUT SHALL NOT BE LESS THAN THE TABULAR VALUES FOR F SHOWN ON TABLE SH. 2. 9. D BARS SHALL BE 15M(94) FOR D2=975 mm(391) OR LESS.' 15M(95) FOR D2 -1050 mm (421 TO 2100 mm (840) INCLUSIVE AND 20M(96) FOR D2.2250 mm (90') OR OVER. 10. CENTER LINE OF INLET PIPE SHALL INTERSECT INSIDE FACE OF CONE AT SPRING LINE UNLESS OTHERWISE SHOWN. 11. STEPS SHALL CONFORM TO STANDARD PLAN 635 OR 636 UNLESS OTHERWISE SHOWN. STEPS SHALL BE UNIFORMLY SPACED 350 mm (140) TO 3T5 mm U51 OC. THE LOWEST STEP SHALL NOT BE MORE THAN 600 mm (241 ABOVE THE INVERT. 12. THE FOLLOWING CRITERIA SHALL BE USED FOR THIS MANHOLE: A. MAIN LINE - 900 mm (361 INSIDE DIAMETER OR LARGER. EXCEPT IF THE MAIN LINE RCP DOWNSTREAM OF MANHOLE IS 900 mm (361 TO 1050 mm (420) INSIDE DIAMETER AND THE MAIN LINE RCP UPSTREAM IS 825 mm (33') OR LESS STANDARD PLAN 321 SHALL BE USED. AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STAKUMD PIM 320 -1 3CF4 MANHOLE PIPE TO PIPE MAIN LINE 1113=900 mm 36" OR LARGER 15M O 300 mm 04 O L/2 ITYP.)--- % EXIST. PIPE FLOW 15M O 300 mm 04 O 121) - 3-15M (94) CIRCULAR TIES. SEE NOTE 9 630 MR N NO. 2 - -CUT LINE N 90• CUT NO. ISO YI CUT W 3.14 (Da ... DETAIL 'A' IsEE NOTE Io) SONO -TUBE. OR-EOUAL. INTERIOR FORM CUT NO. Is SAW THE TUBE AT AN ANGLE OF A/2 WITH THE TRANS- VERSE PLANE. REVERSE ONE SECTION AND TAPE BOTH SECTIONS TOGETHER FORMING THE DEFLECTION ANGLE A. CUT NO. 2: SAW THE TUBE LONGITUDINALLY REMOVING A STRIP 3.14 (DO -D ) WIDE ON THE SIDE OPPOSITE THE OPEN JOINT. BEND THE ENDS OF THE CUT TOGETHER AND INSERT THE TUBE IN THE PIPE B. THE OUTSIDE DIAMETER OF THE LATERAL MUST BE LESS 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 ENTERS THE MANHOLE. C. IN NO INSTANCE SHALL THE INSIDE DIAMETER OF THE LATERAL TO THE MANHOLE BE GREATER THAN 750 mm (300). 13. MANHOLE FRAME AND COVER SHALL CONFORM TO STANDARD PLAN 630 UNLESS OTHERWISE SHOWN.. 14. MANHOLE SHAFT SHALL CONFORM TO STANDARD PLAN 324 UNLESS OTHERWISE SHOWN. 15. WHERE A MANHOLE SHAFT - 900 mm (361 WITHOUT REDUCER IS SPECIFIED REFER TO STANDARD PLAN 326. 16. WHERE A PRESSURE MANHOLE SHAFT - WITH ECCENTRIC REDUCER IS SPECIFIED REFER . TO STANDARD PLAN 328. 17. WHERE A PRESSURE MANHOLE SHAFT - 914 mm (361 WITHOUT REDUCER IS SPECIFIED REFER TO STANDARD PLAN 329. 18. 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, 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. 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 MANHOLE SHAFT 914 mm (361 WITHOUT REDUCER 630 610 mm (24.1 MANHOLE FRAME AND COVER 633 914 mm (361 MANHOLE FRAME AND COVER 635 STEEL STEP 636 POLYPROPYLENE PLASTIC STEP AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER SrANDA MPUN Awr 320-1 SHEET 4OF4 MANHOLE PIPE TO PIPE MAIN LINE I113=900 mm 36'.' OR LARGER 330-C-23 (560-C-3250) CONCRETE 25 mm (11 ITYP.) D L T 300 mm (I2*) 300 will 02.1 100 mm (4.1 430 will (181), 300 mm (I2*) 125 mm (50) 600 mm (241) 300 mm U2*) 150 mm (6-) 750 mm (30') 450 mm U81 175 mm (7') 900 mm (36•) 450 mm (18h 225 mm (9•) 1050 will (42' 450 mm 081 223 mm (9') 1200 mm (48' 450 mm 084 250 mm (101 1425 will (5 79 450 mm 08'1f2275 0 mm (101) 1500 mm (60' 525 mm (21.)5 mm (11.) 1630 mm (66• 525 mm (21•) mm (N-11800 mm 172* 600 mm l24.0 mm q2* INTERIOR SURFACE OF PIPE DETAIL 'B' TYPICAL JOINT FOR REINFORCED CONCRETE PIPE AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER TM�TME CONCRETE COLLAR FOR RCP SrfrOMWP`AN ETm � STW GREENBOOK ,low°° 300 mm 12" THROUGH 1800 mm 7211 380-2 RW.19°° SHEET I OF 2 USE VIITII BTAIDARD SPECEWA710NS FOR PUBLIC W101M CONSTRUCT10N DATE ENGR. aTY DAZE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT 2-0q NG S..o COMMENCE WITHIN 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. /QROFESS/per/\ t�0 -lHUR ''C r Z � No. 31681 Z � * Exp. 12/31/04 \s� CIVIC lF OF CAI.���/ .NOTES 1. A CONCRETE COLLAR IS REQUIRED WHERE THE CHANGE IN GRADE EXCEEDS 10 PERCENT. 2. FOR CURVE JOINTS (SEE DETAIL B. SHEET 1) IF THE EXTREME ENDS OF THE PIPE LEAVE A'CLEAR SPACE THAT IS GREATER THAN 25 mm 01, BUT IS LESS THAN 75 mm((30) A CONCRETE COVER IS REQUIRED IN ACCORDANCE WITH SUBSECTION 306-1.2.4 OF THE SSPWC. IF THE EXTREME ENDS OF THE PIPE LEAVE A CLEAR SPACE THAT IS EQUAL TO OR GREATER THAN 75 mm (30). BUT LESS THAN 150 mm (6'). A CONCRETE COLLAR -1S REQUIRED. IF THE CLEAR SPACE tS 150 mm (61 OR GREATER. A TRANSITION STRUCTURE IS REQUIRED. 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=D1 OR D2. WHICHEVER IS GREATER. S. WHEN DIS IS -EQUAL TO OR LESS THAN :0. JOIN INVERTS AND WHEN DI IS GREATER THAN D2. JOIN SOFFITS. 5. FOR PIPE LARGER THAN 1800 mm (720) SPECIAL COLLAR DETAILS ARE -REQUIRED. 6. FOR PIPE SIZE NOT LISTED USE NEXT SIZE LARGER. T. REINFORCEMENT SHALL CONFORM TO ASTM A 615 M (A 615) GRADE 300(40). 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. CIRCULAR TIES PIPE DIAMETER N0. OF CIRCULAR TIES 525 mm (210 WHERE THE SPACE BETWEEN PIPE ENDS`EXCEEDS 75 mm (31. THE NUMBER OF CIRCULAR TIES SHALL BE INCREASED TO MAINTAIN AN APPROXIMATE SPACING OF 150 mm (61 O.C. 10. WHERE THE PIPE IS 525 mm (21-) OR LESS Ut DIAMETER AN INTERIOR FORM OF UNSEALED SONO -TUBE -OR EQUAL .SHALL BE USED TO PROVIDE A SMOOTH INTERIOR JOINT. THE -PAPER FORM MAY BE LEFT IN PLACE (SEE DETAIL A). WHEN THE PIPE IS 600 mm (241 OR LARGER A REMOVABLE .INTERIOR FORM SHALL BE USED OR THE INTERIOR JOINT SHALL BE COMPLETELY FILLED WITH MORTAR AND 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 BE 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. AMERICAN PUBLIC WORKS ASSOCWTION - SOUTHERN CALIFORNIA CHAPTER STANamm PUN mETm 380-2 SHEET 2OF2 ) OR LESS 3 600 mm (240) TO 750 am (301 3 825 mm (3W) TO 1425 mm,Wrl 4 1500 mm (600) TO 1800 mm (720) 5 WHERE THE SPACE BETWEEN PIPE ENDS`EXCEEDS 75 mm (31. THE NUMBER OF CIRCULAR TIES SHALL BE INCREASED TO MAINTAIN AN APPROXIMATE SPACING OF 150 mm (61 O.C. 10. WHERE THE PIPE IS 525 mm (21-) OR LESS Ut DIAMETER AN INTERIOR FORM OF UNSEALED SONO -TUBE -OR EQUAL .SHALL BE USED TO PROVIDE A SMOOTH INTERIOR JOINT. THE -PAPER FORM MAY BE LEFT IN PLACE (SEE DETAIL A). WHEN THE PIPE IS 600 mm (241 OR LARGER A REMOVABLE .INTERIOR FORM SHALL BE USED OR THE INTERIOR JOINT SHALL BE COMPLETELY FILLED WITH MORTAR AND 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 BE 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. AMERICAN PUBLIC WORKS ASSOCWTION - SOUTHERN CALIFORNIA CHAPTER STANamm PUN mETm 380-2 SHEET 2OF2 CONCRETE COLLAR FOR RCP+. _. 300 mm H 12M THROUG180 H Mi�• / 2" "R�CflRD DRAWING lma.J_4�j-t� QRpFESS/p, 21`27(04 pg�14URCD �Fyc LU X681 MIN 0 ,� l 1:11:11:117 HaJ1 m Inc.SUMMIT CITY OF FONTANA, CALFORIAA o HEI HTS 11�G ❑ Civil Engineering • Planning - Surveying - Public Works o AWN BY: STORItA DRQOVENT PLANS ALE 1152 N. Mountain Ave. Ste. 100 - Upland, CA 91786-3669.909-982-7777 MFP SHEET AS SHOWN .1 PREPARED UNDER THE SUPERVISION OF: G C0113102, (dmTAL MFK TRAC - �J64�'-� A�12-07-01C. i CHECKED BY:APPRO BY: WG NO.: /`I HAROLD A. GARCELON R.C.E. 31681 DATE: RLB l! lbLco 3 ` 3 CN ITY ENGINEER R.C.E. 51152 DATE: