The URL can be used to link to this page

Home My WebLink About3086-3E LATERAL / CONNECTOR PIPE IOM0450 mm (03 OR 94018') OC ROUND EDGES TO RADIUS co OF APPROXIMATE 10 OF LATERAL. MAXIMUM 900 mm (36') 0p F A 81 B BARS ic� // E MAIN LINE -\I X NCITE 8 TABLE FOR DIMENSIONS AND BAR SIZES 02 F 0 40 -. a STATION) t MAIN LINE N' -Nm -No m m 3150 126 440 17 STATION PT. -j OR OR 3600 144 460 Is USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION 173 mm (r) 900 mm (369 450 mm (18h 223 111m (9•) 1050 mm (420) 430 mm (186 225 wx (90) 1200 mm (48*4 B T ood 1425 an (5r)l 450 mm (18•) 250 mm (107 1500 mm (GO'l 525 mm (21'1 < o 525 mm (210) D (WAN)(INCHES) (n>W (INCHES) 600 mm (24' 300 mm (12' 300 12 110 4 0 _ vo " o 375 15 110 4 1/4 450 18 120 4 1/2 in a in F 525 21 130 3 600 24 140 51/4 675 27 140 51/2 750 30 160 6 625 33 160 61/4 900 36 170 6 1/2 n in n N �� m 975 39 180 7 1050 42 190 71/2 u 0 E E e,e 5 N v o n n 1123 43 200 7 3/4 1200 48 210 8 1275 51 220 8 1/2 1350 54 230 9 1425 57 240 91/4 1500 60 250 91/2 1575 63 260 10 1650 66 260 10 1/4 1723 69 280 10 3/4 1800 72 280 11 1950 78 300 H 3/4 2100 84 320 121/2 2250 90 340 13 1/40 0 0 2400 96 360 14 2530 102 400 15 1/2 Q P No IND EDGES 75 mm (34 R y �♦ `STATION N' M IoM 03 OR .411. ..(�__D BARS SEE NOTE 4 PLAN /- �� / OR M) 7___ ...- _ 15M0450 mm (•4018•) OC, BOTH WAYS. TO BE USED WHEN D2 IS 1500 mm (60•) OR MORE LONGITUDINAL SECTION D BARS I IO 4) A BARS �� F BARS ---P\ LIOM0450 7kl I 038 OR OCB BARS I ELEV. RELEV. S -�'), 2700 108 410 16 v1 n N n a -. a F-T� I __ - 15MO450 me 04a8•) OC. BOTH WAYS. TO BE USED OREMORES 1500 mm (60'1 SECTION t MAIN LINE N' -Nm -No 2850 114 420 161/2 3000 120 440 17 3150 126 440 17 3300 132 45017 1/2 3450 138 450 171/2 3600 144 460 Is USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION PROJECTED ON M -M -N' AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER PROMULGATED BY THE TRANSITION STRUCTURE - STA RTRICC LAN PUBLIC WORKS STANDARDS INC.. GREENBO COMMITTEE PIPE TO PIPE ME ME 340-1 I 1992 600 mm (241) 300 mm 021 REV. 1940 SHEET 1 OF 2 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION NOT I. THE HORIZONTAL ANGLE OF CONVERGENCE OR DIVERGENCE. 9. SHALL NOT EXCEED 5.45'. 2. VALUES FOR A. B. C. DI AND D2 ARE SHOWN ON THE PROJECT DRAWINGS. ELEVATION R AND ELEVATION S ARE SHOWN WHEN REQUIRED BY NOTE 10. 3. FLOOR OF STRUCTURE SHALL BE.STEEL TROWELED TO SPRING LINE. 4. REINFORCEMENT STEEL SHALL CONFORM TO ASTM A 615 M (A 615). GRADE 300(40). AND SHALL TERMINATE 40 mm 0 1/21 CLEAR OF CONCRETE SURFACES UNLESS OTHERWISE SHOWN. LONGITUDINAL BARS SHALL BE IOM Q 450 mm (N3 OR •4 a 180) OC OR LESS. 5. ELEVATIONS 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 LONGITUDINAL KEYWAY. 7. THE LENGTH OF THE STRUCTURE MAY BE INCREASED AT THE OPTION OF THE CONTRACTOR TO MEET RCP ENDS. USING D BARS. LONGITUDINAL AND BOTTOM REINFORCEMENT IN EXTENDED PORTION OF SAME DIAMETER AND SPACING AS SPECIFIED IN THE TABLE. BUT ANY CHANGE IN THE LOCATION OF SPUR MUST BE APPROVED BY THE ENGINEER. 8. EMBEDMENT P SHALL BE AS SPECIFIED IN THE TABLE. UNLESS OTHERWISE SHOWN ON THE PROJECT DRAWINGS. 9. WHEN THERE IS NO SPUR REQUIRED. A 81 B BARS .,SHALL BE OMITTED. 10. WHEN ELEVATION R AND ELEVATION S ARE NOT SHOWN ON PROJECT DRAWINGS. INLET PIPE SHALL ENTER MAIN LINE RADIALLY. WHEN INLET PIPE ENTERS MAIN LME OTHER THAN RADIALLY, ELEVATION S SHALL BE SHOWN ON PROJECT DRAWINGS, AND INLET PIPE SHALL BE LAID ON A STRAIGHT GRADE FROM ELEVATION S TO CATCH BASIN OR GRADE BREAK IN INLET LINE. ELEVATION R SHALL BE SHOWN ON PROJECT DRAWINGS bPNI,,X WHEN STUB IS TO BE PROVIDED IN MAIN LINE FOR FUTURE CONSTRUCTION OF INLET PIPE. 11. THE MAXIMUM COVER ABOVE THIS STRUCTURE SHALL BE 7.5 m (251. IF THE COVER EXCEEDS 7.5 m (259 A SPECIAL STRUCTURE SHALL BE DESIGNED FOR THE COVER AND DETAILED ,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 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 ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN METRIC 340 -1 SHEET 2 OF 2 TRANSITION STRUCTURE PIPE TO PIPE TOLL FREE -800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT RECORD DRAW � %., I tff-bE RECORD DRAWINGS HAVFBFFNer.z-__.r.,N IN. ".. PAR I OI`a THF BASIS OF IIIIFORt,Aant1w !'rro j,:, I Sr'0s• SiSLE FOP ANY ERROWF ,,:, . HAVE HF7k' lN0'0RPORATED INTO THE D00 s.. ^. RFLSt ILT Tc!7,QF F REV. I REVISION DESCRIPTION DATE I ENGR. I CITY I DATE I -a-1 � 103A ISM O 300 rnm (.4 O 1 L/2 (TYP.) . i EXIST. PIPE 90 I`LOW A Na,.. 15M O 300 mm (94 O 12') 150 mm 64 MIN UT 0. 2 CUT NO. I INE -1 N 90• CUT N. LE ISO mm CUT NC 6•) MIN 3.14 DETAIL 'A' (SEE NOTE 10) SONO -TUBE, OR EQUAL. INTERIOR FORM CUT NO. 1= 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 (D0 -D ) WIDE ON THE SIDE OPPOSITE THE OPEN JOINT. BEND THE ENDS OF THE CUT TOGETHER AND INSERT THE TUBE IN THE PIPE •330-C-23 (560-C-3250) CONCRETE - 25 mn (10) (TYP.) w 3-15M 04) CIRCULAR TIES, SEE NOTE 9 D L T 300 mm 021 300 mm 021 100 mm (41 450 mm (181), 300 mm (12') 125 mm (5.) 600 mm (241) 300 mm 021 150 mm (60) 750 mm (304 450 mm (188) 173 mm (r) 900 mm (369 450 mm (18h 223 111m (9•) 1050 mm (420) 430 mm (186 225 wx (90) 1200 mm (48*4 450 mm (180) 250 ma 60") 1425 an (5r)l 450 mm (18•) 250 mm (107 1500 mm (GO'l 525 mm (21'1 2T5 mm (N"1 1650 mm (66. 525 mm (210) 275 mm (N•) 1800 mm (720 600 mm (24' 300 mm (12' INTERIOR SURFACE OF PIPE DETAIL "B" TYPICAL JOINT FOR REINFORCED CONCRETE PIPE AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER BY INE PUBLIC CONCRETE COLLAR FOR RCP sT PAN INCPROMULGATED VVMKS STANDARDS .. G" °Im 300 mm 12" THROUGH 1800 mm 72" METRIC 380-2 REV. l980 SHEET 1 OF 2 USE VWM STANDARD SPECIFICATION8 FOR PUBLNI WORKS CONSTRUCTION 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 ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. NOTES I. 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 (10). 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 (31. BUT LESS THAN 150 mm (6"). A CONCRETE COLLAR IS REQUIRED. IF THE CLEAR SPACE IS 150 mm (60) 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=DI OR 02. WHICHEVER IS GREATER. B. WHEN DI IS EQUAL TO OR LESS THAN [12. JOIN INVERTS AND WHEN DI IS GREATER THAN D2. JOIN SOFFITS. 5. FOR PIPE LARGER THAN 1800 mm (72") SPECIAL COLLAR DETAILS ARE REQUIRED. 6. FOR PIPE SIZE NOT LISTED USE NEXT SIZE LARGER. 7. REINFORCEMENT SHALL CONFORM TO ASTM A 615 M (A 6(5) 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 (210) AND ON ALL PIPES WHERE THE SPACES BETWEEN THE EXTREME OUTER ENDS IS 75 mm (31 OR LARGER. CIRCULAR TIES PIPE DIAMETER NO. OF CIRCULAR TIES 525 mm (21-) OR LESS 3 600 mm (240) TO 750 mm (300) 3 825 mm (330) TO 1425 mm (570) 4 1500 mm (60') TO 1800 mm (72') 5 WHERE THE SPACE BETWEEN PIPE ENDS EXCEEDS 75 mm (3'). 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,mnr (211) OR LESS IN 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 (240) 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 ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER ST,_p P� 380-2 IC SHEET 2OF2 CONCRETE COLLAR FOR RCP 300 mm 12" THROUGH 1800 mm 72" BE34CH MARK: No. 615 RAILROAD SPIKE AT INTERSECTION OF CITRUS AVE. AND LOS CECROS AVE., IN POWER POLE NO. 9011 E ON THE EAST SIDE OF CITRUS AVE. EL.FVATIM 1467.59 4313 OF BEAF&M IE BEARING OF N89'30'06"E ALONG IE No. LINE OF SEC. 30, T.1 N.,R.5W., B.M. PER R.S. 58/5, WAS USED AS IE BASIS OF BEARINGS FOR THIS AN. SIERRA LAKES SPECIFIC PLAN Prepared Under The Supervision Of : CITY OF FONTANA, C16%L11=0RNIA PREPARED IN THE OFFICOF MADO EANDASSOCIAT SE INC. STORM DRAIN IMPROVEMENT PLANS 'OW CHXlCH STREiEr' SM 10' DRAWN BY -SCALE: RANCHO CUCAM CA 91730 PROW (909) 948-01 M.R.A. AS SHOWN DESIGNED BY: DET L SHEET DATE' I M.J.G. E.R.F. APRIL. 2002 Date �- LS-.Pl CHECKED B A0PR uyl DRAWNG NO.: 3 1 Cl EXP. 9- A.T. TY ENGINEER R.C.E. 51152 DATE 3086 3 ' J:\826-1176\StormDrain\sd03.dwg, 04/25/2002 04:28:48 F