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Home My WebLink About3401-9mom mom ■••••• pPiummiammi niiimminommm mom iimiammum ilmanumma 4111111111111111 MIME \;e 11111111111111111 111111111111111111 1111111111111111 1111111111111111 GL zge RECORD DRAWING THESE FIC -001-11.) G' :'; 4CiS tiA 1I E &ZVI f ZPA `iED, IN PART, THE BAS.'S O I: -.---Or T=cti F u3 N40 FUFNcs*:ED6rOfI? . T SMaMOT I RZvP'Oh:.3 Fr r'2. ANY E` O.7:S 0'1 Cr ri:C 2.S WHICH t‘Fri ;-00,17-ORATED INTO T1•4E DCt WCNTS AS A !_ Li T TM ECAs EIRT I'. TWO WORKING DAYS BEFORE YOU DIG REV. REVISION DESCRIPTION PLAN 11= 40' E LATERAL / CONNECTOR PIPE 1014(e3 O50 0 8 R '4 ') OC ROUND EDGES TO RADIUS OF APPROXIMATE ID OF LATERAL. MAXIMUM 900 mm (361 OUND EDGES 150TO 75 mm (31 R .40 STATION- / N' M SF.ME (NOTE4.4). STATION PT. D BARS PLAN 15M0450 mm (•4018') OC. BOTH WAYS. TO BE USED WHEN D2 IS 1500 mm (601 OR MORE LONGITUDINAL SECTION D BARS A BARS F BARS o F- I5M0450 mm (94018') OC. WHEN B IS 1500 mm (601 OR MORE ,-( BOTH WAYS. TO BE USED V i t MAIN LINE I\ SECTION N'N'-N' PROJECTED ON M -M -N' AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER TABLE TRANSITION STRUCTURE PIPE TO PIPE FOR DIMENSIONS AND BAR SIZES D2 F . A OR B BARS DORfBARS 1 P (RCP) OR OR B T (mm) (INCHES) (mm) (INCHES) 300 12 110 4 vo 100 (.901,0 w w OSIORSI 48-51' 375 15 110 4 1/4 13'28 450 18 120 4 1/2 in 66' 525 21 130 5 n 600 24 140 51/4 S 675 27 140 5 1/2 1 750 , 30 160 6 n 825 33160 61/4 0 900 36 170 61/2 h 975 39 180 7 - 1050 42 190 71/2 200 mm (8') I 125 mm (5 1125 45 200 7 3/4 , 1200 48 210 8 0 0 1275 51 220 8 1/2 " 1350 54 230 9 O 8 01 1425 57 240 91/4 • • 1500 60 250 91/2 E 1575 63 260 10 E E 1650 66 260 10 1/4 ion 1725 69 280 10 3/4- 0.o o I 1800 72 280 11 N '^ 1950 78 300 11 3/4 2100 84 320 121/2 2250 A, 90 340 13 1/4 8 C .- 2400 96 360 14 2530 102 400 15 1/2 d 8 2700 108 410 16 ~`, i 2850 114 420 16 1/2 EE E 3000 120 440 17 3150 126 440 17 in o 3300 132 450 17 1/2 O a _ 3450 138 450 171/2 a o 3600 144 _ 460 _ 18 _ N OUND EDGES 150TO 75 mm (31 R .40 STATION- / N' M SF.ME (NOTE4.4). STATION PT. D BARS PLAN 15M0450 mm (•4018') OC. BOTH WAYS. TO BE USED WHEN D2 IS 1500 mm (601 OR MORE LONGITUDINAL SECTION D BARS A BARS F BARS o F- I5M0450 mm (94018') OC. WHEN B IS 1500 mm (601 OR MORE ,-( BOTH WAYS. TO BE USED V i t MAIN LINE I\ SECTION N'N'-N' PROJECTED ON M -M -N' AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER PROMULGATED THE PUBLIC WORKS STANDARDS INC..METRIC GREENBOENBCOMMITTEEOK COMMITTEE 1992 REV.1990 TRANSITION STRUCTURE PIPE TO PIPE STANDARD PLAN 340 -1 SHEET 1 OF 2 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION DATE ENGR. CITY DATE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT g•lo NOTES 4. THE HORIZONTAL ANGLE OF CONVERGENCE OR DIVERGENCE. 8. SHALL NOT EXCEED 5'45'. 2. VALUES FOR A. 8. C. Di AND D2 ARE SHOWN ON THE PROJECT DRAWINGS. ELEVATION R AND ELEVATION S ARE SHOWN WHEN REQUIRED BY NOTE 10. 3- 4. REINFORCEMENT STEEL SHALL CONFORM TO ASTM A 615 M (A 615). GRADE 300(40). AND SHALL TERMINATE 40 mm (1 1/2') CLEAR OF CONCRETE SURFACES UNLESS OTHERWISE SHOWN. LONGITUDINAL BARS SHALL BE IOM 0 450 mm (.3 OR .4 0 18') OC OR LESS. FLOOR OF STRUCTURE SHALL BE STEEL TROWELED TO SPRING LINE. 5. ELEVATION S 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 LINEA 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 8 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 LINE 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 ONLy WHEN STUB IS TO BE PROVIDED IN MAIN. LINE FOR FUTURE CONSTRUCTION OF INLET PIPE. 1I. THE MAXIMUM COVER ABOVE THIS STRUCTURE SHALL BE 7.5 m (25'). IF THE COVER EXCEEDS 7.5 m (25') 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 ENGLISHUNITSARE USED. ALL -VALUES USED FOR CONSTRUCTION SHALL BE ENGLISH UNITS. - - AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN IC 340 -1 SHEET 2 OF 2 TRANSITION STRUCTUREM . PIPE TO PIPE PHASE 1 APPROVAL LINES A, B, & D STA. 10+.00.00 TO 12+19.90 LINE C APPROVED BY: CITY ENGINEER R.C.E. 51152 DATE 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. BENCH MARK: # 8-17 CALTRANS BENCHMARK 8-17. A BRASS CAP IN THE CONCRETE BASE OF THE SOUTH LEG OF AN SCE TOWER OASEVARH.6IWESTFSNIED2MES OF SIERRA AVE. ELEVATION: # 1428.609 BASIS OF BEARINGS: THE BASIS OF BEARINGS FOR THIS MAP SHOWN CL N00' 123 5�E OEN RD, EdORD OF SURVEY MAP FILED IN R.S.B. 111/99-103 Prepared Under The Supervision Of : PREPARED IN THE OFFICE OF MADOLE AND ASSOCIATES, INC. 10601 CHURCH STREET , STE. 107 RANCHO CUCAMONGA, CA 91730 PHONE (909) 948-1311 Date :g ' (1 R.C.E. 621831 i EXP. 9-30-05 1-6 1/14 1/4se note 5) 3/4"Hole, H.D.; equally spaced.' Center of hole to be I" fforn O.D. of plate..-" Elev. A See Stiffener Detail hereon BOTTOM VIEW TOP PLATE See . detail for Locking Device Grading d ip.. unless dhsrwr V a shown on plan.-.‘ 1 I 1 ir r;1 sir 1 :i Dr e n `HDw 3� 2 Tl -.-'r SQ_- 33. 24' 15 8 3 39 .20' 18 3 42:74*" 165' 22 48-51' 14.5' 25 554--S7' 13'28 4 60=63' 11.5' 31 66' 10.5' 34 tc.s.P as Rinngg QQ ,4ryp)'s'ploas stdpipo or mild steel bur SI 1/4"d 2" Wide Or RISER DIAMETER C.S.P. GAUGE l4' to 27' 18 30' to 39' 14 42' to 4e' 12 51' to 66' 10 va Std. goiv. code- saion band. 3/4" Hole to match top plate BOTTOM VIEW CAGE RETAINER RING Skop ie Arab. - Cole slab-� - - --j ELEVATION NOTES 1. Riser pips stscil extend to'Eisv. A'. 2. Elevation A. Or. O:. L,. It aro shown on pions. 3. Corrugated steel pipe shall conform to AASHO M-36. 4. Grate assembly sholl N golvoniseq after fabrication. 5. For 0154' and larger. weld I'/s'x I)i x1/4'.' angles t0 plate with 1'welds al 6'o.c. 4. **number M bars on 'rete assembly. 7. Gage of pipe far dim,slw 0. shoe be sane as for riser. a Riser and she shall Is shop fabricated and galvanized after weldlg. i (07 Dry pock 4 W -al '.l e; Angle 0. 1i%f. i ' -1/4"Stasi plate DETAIL- PLATE STIFFENER . collar ALTERNATE JUNCTION Teflon tape 2 I/2% 2 1/2 x �� / i r-� Steel bar (TWO �j Sc rf and weld �• A`+ /8"x 5/8"Spacer / I� i T/8" :/'2"Allen bolt HOLD-DOWN ORANGE COUNTY ENVIRONMENTAL. M G T AGE CY • Approved • G R Ns/ et, D/ alar of Pub/le Works Adopted= Res. 77-92. Revised= `INLET TYPE 31 STD PLAN 1305 SHEET - I Of: I CITY OF FONTANA, CALIFORNIA STORM DRAIN IMPROVEMENT PLANS DRAWN BY: cc DESIGNED BY: MA RO D BY: CITY ENGINEER 16427 S R.C.E. 51152 DATE SCALE: AS SHOWN DATE: JULY 2003 DRAWING NO.: 3401 9 10 O Z V JN. 126-1686; J:\126-1662\storm\sd09.dwa. 09/18/2003 02:48:01 PM. GB.GB