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HomeMy WebLinkAbout3096-9M not ~0"- OPENING WIDTH IN FT. The curves represent reactions at the sheor pins due to hydrostatic hood on the debns-obstructed borners. The height and width of the opemngs de/ermines which burner (see sheet 31, numbers /, 2, or 3 between the curves, or number 4 beyond the curves, is to be used. Nott: Berrier number shot/ be spicitieef on project drowinFs. PROTECTION BARRIER I �• so 4• m A"MK es ex • Mase Angles :az"r • GENERAL NOTES: 1- -�- - - -- - -- .t- •; ..,i 125 mm 151 101#016 Pia I. Aal16s comeclod wo show " "I N am* a" truly, face 16 fiats. i� %� • ' + i~ �' •' •f i •• i it �eN9 ' ' ' ' 2 ' 1 At � 1 tone one L The 04W fin Mies Mel be AriNed se as N pwiAe a #lot lip WHO the show fives in piece. . � f � . Is s •r. a ��,N+age•Awltss • 1•, 1 2 i AN Mohr fins shelf ba go"" eve bets ems stow ielelolsiiaa. INwge Pi 4-. a . . y'x! r 1 •, 4 Si I) i s!�•r Ilki 1 re 3 i r11!•i a .• 1 I-� i -r i1.N ' 4. The dtelw adi n shear pin awleri l will be /waists/61 M the / IM District Cookocisr. 1 INa16 �' • ri . ••6 a '• a 'r :•. ' S. AN 616 -lath /iwoolor bot hobs Mel be Milled an Ilse tale lila" of the angles. 1 I - c ..'Wage Angles 6. AN Nets shell be SM -lath In dkMOIW wwbodded a miailss•a of 4 inches thea comsele or ogwvelsel f Angls hese tM661 ail ramse s '. • CLASS S60 -C-3250 CONCRETE LINE s■Pens{e0 bWt$, WW Mem be fwwiehstsM d with her Ruts sad Imlolk wesrs least 3131-iaeh tMcb. Zwk li»ivy, IwSECTION AI -Al •1366 _ _ _ CITY OF RIVERSIDE L Fraee, Noce, and hinge *09101 "1 hese the oobloadlal lags #eclat M the direction, of Rew fee Mete Ne. 11 f 121 1 1 wised-concretelJ .� Angles # , lath Wolf and suMele, see Seclioe sheet 2. 81 ,)Mote At a Thread aids of hinge pia so that twls sod Incl washer• wIN be tient with the Mo" s0gle. _3 SONO -TUBE. OR EQUAL. INTERIOR FORM • iAl FL2W 000*14 Ihroods bore" IM out fern. Use bet slack per Nin. �I S Ili CUT NO. 2' SAW THE TUBE LONGITUDINALLY REMOVING A $TRIP � A son • TUBE IN THE PIPE. noes h • S• - -1y, III1�11. 066 Now No. 12) 0 folve nille ON lerrom earls after fabricotisn. 1• 1 T • 1 t ; T 1 ; : 10. Calmar ON W4MMS I:owtsM tw►loces WIM • cope of wolorpN# lreose M#W to insWeNoo. S ,Shear • 1 1 1 1 1 1 1 1 3•■ ■ Pio r+ - r left 00121 -10 q 11. FairbarNer9 34 laches and tees in width,we me me" the 60wider at barrier. 1• ,� ' Clip Angles • • \� tt. 12. N In borrim widlh exceeds I2 11661, f►owwo an s"ItiseN hinge a0 Nae so Rtes at 101 penia. for Itarrisrs exceeding 6 lest is hsilM sr brow a ' IridM,sse onglxs *hely, Spaced of a owshawo ' 2■t BI *GrowKf� of 6 hat so center. r� fret She flw ' INLET BARRIER 14. $%*or pin M*Wlol shell be selwlwerelstl2 fie elwnlaw0 wire,olfur 1100, Napper O, Federal * i B Sheer * iiTAIL a • ��eR7�1S.INN# - 1pad/kalie0 00-A-411. N Pert J et IM afecitkollose for oddlflonal reg1dreenoMs oil aialerid spoclfioslaft SECTION Bi -BI Bl SECTION E- E • w--;-'�-"s-� (See ELEVATION. Shost 21 I �+ 3 ---� for pipe sell 1 1 1 MrierF►e I m A"MK es ex • Mase Angles :az"r • BMW 6" 010 rw ♦ • f 2on2rr;• A Lower :a:a • 125 mm 151 101#016 Pia 2•s2•r • je 175 mm (71 2 31"1113•r tone one •t tis on;• 2 y,2 0 2 one a�' • 1•, •' 2 . • 4. r■ . . ori . . . 3 .!•. . . 2 r 2 r . . y'x! r . . 1 4 Si I) i s!�•r 6 y, s■ re 3 i r11!•i a r, In Move cl 30j, 302 0 show It P•0 Chp Aw es' • _ • • • ,- * "w" Angle• 4. / N j - �rrlliaN Angles DETAI HIM" Pipe_ i- O ''! /rI a• -0- L ° i SAN BERNARDIN t War he SecAat) Hiwp PM � - - 1 • � s - 1 O i ' e - FLOOD CONTROL D ' - - r - - �Frow•s AnrylION! Own. fly Frame Angles - �� Apo" SECTION Ci -Ci DETAIL C Cl K.J.K. 40-- - (Set thoo No. II A 121 asi PRIME BENCH MARK: SECONDARY BENCH MARK: CITY OF FONTANA B.M. 581 SOUTH EAST CORNER JURUPA AVE. RAILROAD SPIKE IN EASTERLY & MULBERRY AVE.; SET CHIS. FACE OF POWER POLE NO. 674320 E AVE.- SET CHIS. " " 0 BCR; 64.0S/0 JURUPA AVE AT THE NORTHWEST CORNER OF & 36.2 E/0 MULBERRY AVE. JURUPA AVENUE AND MULBERRY AVENUE ELEV. = 918.40 ELEV. = 915.775 TOLL FREE ""'"Reee"" 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV. REVISION DESWTiON DATE /1\ ADDED SHT 10 do 11, MOVED LINE "C", REVISED CHANNE 4/16/1 CONNECTION AND RISER GRADING, ADDED DET. 333-1, DELETED DET. 183-A AD N APRON. 2 RECORD ORAMING 3/ISA SECTION ALONG t r Top Now Vwkbk loom. - -- Frain Angle 14 PNla bra 0 6• hwb. s !• wort. special End now Vwwmo Show pin - R.C. BOX NOTE: Fw PtNsclhe sorrier member, 011169, see SMN S, M Slrt•elwel Design Details 6f R.0 See comelala9 10161 harrier skelt be delineated on IM Preject Drswlwgs. !,- Weld GN Ikoce Angles (See Nene IS, Sh, Sl R.C. PIPE OUTLET ISM O 300 mm (•4 O 12' 330-C-23 (560-C-3250) CONCRETE L L/2 (TYP.) I- •, 25 mm W) (TYPA I � NEW OR ' O EXIST. PIPE Flow Pp F�'PF <A Ok. 15M O 300 mm (•4 O 12.1 -N.C. Pips E Sheet me.3 IPIpe only) C Pin} D L t•� - m R.C, Ms T"Wellion R_C. Ital or R.C. hr 100 mm (41 450 mm (18.1 300 mm 1121 125 mm 151 600 mm (24.1 300 mm (12') 150 mm 161 750 mm (301 450 mm 081 175 mm (71 900 mm (361 450 mm (18.1 Wage QETAIL A. , 1200 mm 1481 450 mm (I8') 230 mm 00.1 .• . •• � • i' Street Ne. i ►Nit's � 4�F 3/"x11YGalvanized Bolts . , •. ° i 1 - - ' O -- -- ' 12 GAGE W # ' ' CUT 1 1 I c 1 ' 1 1 � l 1 CLASS S60 -C-3250 CONCRETE LINE j 1 ; 1 1 S CITY OF RIVERSIDE Wirier � 1 _ : �0g101 1 1 wised-concretelJ .� , # , . STANDARD DRAV'IING NO. • 4*12 ' ,)Mote 3.14 (00-D) DETAIL "A• (SEE NOTE 10) INTERIOR SURFACE OF PIPE SONO -TUBE. OR EQUAL. INTERIOR FORM • iAl FL2W VERSE PLANE. REVERSE ONE SECTION AND TAPE BOTH SECTIONS �I TOGETHER FORMING THE DEFLECTION ANGLE A. TYPICAL JOINT FOR CUT NO. 2' SAW THE TUBE LONGITUDINALLY REMOVING A $TRIP REINFORCED CONCRETE PIPE son i TUBE IN THE PIPE. noes h • S• - -1y, III1�11. - 1 I � • 1 t ; pE TAIL 8 ; : ; S TAIL 0 • 1 1 1 1 1 1 1 1 left 00121 -10 q -Foam' _ J*I ; i � �161,0011� ' • • \� \ INLET BARRIER OUTLET BARRIER REV. REVISION DESWTiON DATE /1\ ADDED SHT 10 do 11, MOVED LINE "C", REVISED CHANNE 4/16/1 CONNECTION AND RISER GRADING, ADDED DET. 333-1, DELETED DET. 183-A AD N APRON. 2 RECORD ORAMING 3/ISA SECTION ALONG t r Top Now Vwkbk loom. - -- Frain Angle 14 PNla bra 0 6• hwb. s !• wort. special End now Vwwmo Show pin - R.C. BOX NOTE: Fw PtNsclhe sorrier member, 011169, see SMN S, M Slrt•elwel Design Details 6f R.0 See comelala9 10161 harrier skelt be delineated on IM Preject Drswlwgs. !,- Weld GN Ikoce Angles (See Nene IS, Sh, Sl R.C. PIPE OUTLET ISM O 300 mm (•4 O 12' 330-C-23 (560-C-3250) CONCRETE L L/2 (TYP.) I- •, 25 mm W) (TYPA I � NEW OR ' O EXIST. PIPE Flow Pp F�'PF <A Ok. 15M O 300 mm (•4 O 12.1 -N.C. Pips E Sheet me.3 IPIpe only) C Pin} D L 7 - 300 mm 02.1 300 mm 112•) 100 mm (41 450 mm (18.1 300 mm 1121 125 mm 151 600 mm (24.1 300 mm (12') 150 mm 161 750 mm (301 450 mm 081 175 mm (71 900 mm (361 450 mm (18.1 225 mm 19.1 1050 mm 142.1 450 mm (181 225 mm (91 1200 mm 1481 450 mm (I8') 230 mm 00.1 1425 mm 157•) 430 mm (18') 230 mm 110'1 1500 mm t60' 525 mm (21.1 275 mm (11.1 1650 mm 166' 525 mm (211 275 mm (IN 1800 mm (721 600 mm (24. 300 mm (12.1 3-15M (•4) CIRCULAR TIES. PROMMOATED BV THE SEE NOTE 9 sTANDAROVIAN METRIC 150 mm 300 mm 12' THROUGH 1800 2' 6') MIN ' F+r mm �P CUT - ---- USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION J^x21/2"x3/6^ 010. 2 CUT N0, I S LINE PLAN q- DETAIL "A" 4�F 3/"x11YGalvanized Bolts `' ° openings at L•12" around inlet where -- - - - = -- o O -- -- ' 12 GAGE W W n c CUT a. c 90• NO. 2 CLASS S60 -C-3250 CONCRETE LINE SECTION A - A._ .:: .. APPROVE ' DATEqW8134PUBLIC CITY OF RIVERSIDE LIC vtORK6-- I WORKS DEPT. - ENGINEERING DIV. 1 wised-concretelJ .� 6 MIN CUT NO. 2 1• . STANDARD DRAV'IING NO. • 4*12 ' 3.14 (00-D) DETAIL "A• (SEE NOTE 10) INTERIOR SURFACE OF PIPE SONO -TUBE. OR EQUAL. INTERIOR FORM CUT NO. I- SAW THE TUBE AT AN ANGLE OF A/2 WITH THE TRANS- DETAIL •B• VERSE PLANE. REVERSE ONE SECTION AND TAPE BOTH SECTIONS TOGETHER FORMING THE DEFLECTION ANGLE A. TYPICAL JOINT FOR CUT NO. 2' SAW THE TUBE LONGITUDINALLY REMOVING A $TRIP REINFORCED CONCRETE PIPE 3.14 (00-D 1 WIDE ON THE SIDE OPPOSITE THE OPEN JOINT. BEND THE ENDS OF THE CUT TOGETHER AND INSERT THE . TUBE IN THE PIPE. AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER PROMMOATED BV THE CONCRETE COLLAR FOR RCP sTANDAROVIAN METRIC PUSM KsgTANDARDS W C>NEFN-OOK COwMt7EE 300 mm 12' THROUGH 1800 2' 380-3 1••T mm 3 ^ RIVETS le a6"C.s.P e REV. $10" SHEET 1 OF2 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION "RE � DRAWINC TH WEN NG4,.-1 NC = - I ENGR.- CITY DATE 1 SHOULD CONSTRICTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL fl. A. � `�4` 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. (Rev. 4 NO TES 1. A CONCRETE COLLAR IS REOUIRED WHERE THE CHANGE IN GRADE` EXCEEDS 10 PERCENT. 2. FOR CURVE JOINTS (SEE DETAIL B. SHEET i) IF THE EXTREME ENDS OF THE PIPE LEAVE A CLEAR SPACE THAT IS GREATER THAN 25 mm (I'), BUT IS LESS THAN 75 mm((3') A CONCRETE COVER IS REOUIRED 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 REOUIRED. IF THE CLEAR SPACE IS 150 mm (61 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 02. WHICHEVER IS GREATER. 8. WHEN DI ` I S EQUAL TO OR :LESS THAN D2JOIN INVERTS ANO WHEN DI IS GREATER THAN D2, JOIN SOF, FITS. 5. FOR PIPE LARGER THAN 1800 mm (72') SPECIAL COLLAR DETAILS ARE REOUIRED._ 6. FOR PIPE SIZE NOT LISTED USE NEXT SIZE LARGER. 7. REINFORCEMENT SHALL CONFORM TO ASTM A 6t5 M (A 615) GRADE 300(40). 8. WHERE REINFORCING IS REOUIRED THE DIAMETER OF THE CIRCULAR TIES SHALL BE D+(2X WALL THICKNESS) + T. 9, REINFORCING SHALL BE USED WHERE THE PIPE DIAMETER 1S GREATER THAN 525 mm (211 AND ON ALL PIPES WHERE THE SPACES BETWEEN THEEXTREMEOUTER ENDS IS 75 mm (3') OR LARGER. CIRCULAR TIES - PIPE DIAMETER Drill WeT/6-matched 6 places 525 mm (211 OR LESS ' ^as shown in plan 1/ -CHECKERED 1 �6 12 - PLATE 8-3/gx11,'BOLTS 600 mm {241 TO 750 mm (301 �'"� 825 mm (33•) TO 1425 mm (571' .,--- e 1500 mm (601 TO 1800 mm (721 3 ^ RIVETS le a6"C.s.P e f ( ` ; CVs / T AT 6" C•C _ _ Q / J^x21/2"x3/6^ • Field Weld each nut to angle Plate and Angte shall be galvanized PLAN DETAIL "A" 3/"x11YGalvanized Bolts with Hex NutsEE DETAIL •'A" RivC-C exist. grade at 6" C C P6CS CGrade 6'min erode openings at L•12" around inlet where eZ possible J6- CSP. O ' 12 GAGE W W n c z 'o �'• 'i �-FILLET WELD 4 X c t > CLASS S60 -C-3250 CONCRETE SECTION A - A._ APPROVE ' DATEqW8134PUBLIC CITY OF RIVERSIDE LIC vtORK6-- I WORKS DEPT. - ENGINEERING DIV. 1 wised-concretelJ .� C.S.P.© INLET 1• . STANDARD DRAV'IING NO. • 4*12 IMARXI REVISIONS APPR.DATE NO TES 1. A CONCRETE COLLAR IS REOUIRED WHERE THE CHANGE IN GRADE` EXCEEDS 10 PERCENT. 2. FOR CURVE JOINTS (SEE DETAIL B. SHEET i) IF THE EXTREME ENDS OF THE PIPE LEAVE A CLEAR SPACE THAT IS GREATER THAN 25 mm (I'), BUT IS LESS THAN 75 mm((3') A CONCRETE COVER IS REOUIRED 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 REOUIRED. IF THE CLEAR SPACE IS 150 mm (61 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 02. WHICHEVER IS GREATER. 8. WHEN DI ` I S EQUAL TO OR :LESS THAN D2JOIN INVERTS ANO WHEN DI IS GREATER THAN D2, JOIN SOF, FITS. 5. FOR PIPE LARGER THAN 1800 mm (72') SPECIAL COLLAR DETAILS ARE REOUIRED._ 6. FOR PIPE SIZE NOT LISTED USE NEXT SIZE LARGER. 7. REINFORCEMENT SHALL CONFORM TO ASTM A 6t5 M (A 615) GRADE 300(40). 8. WHERE REINFORCING IS REOUIRED THE DIAMETER OF THE CIRCULAR TIES SHALL BE D+(2X WALL THICKNESS) + T. 9, REINFORCING SHALL BE USED WHERE THE PIPE DIAMETER 1S GREATER THAN 525 mm (211 AND ON ALL PIPES WHERE THE SPACES BETWEEN THEEXTREMEOUTER ENDS IS 75 mm (3') OR LARGER. CIRCULAR TIES - PIPE DIAMETER NO. OF CIRCULAR TIES 525 mm (211 OR LESS 3 600 mm {241 TO 750 mm (301 3 825 mm (33•) TO 1425 mm (571' 4 1500 mm (601 TO 1800 mm (721 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 (6') O.C. 10. WHERE THE PIPE IS 525 mm (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 (24•) OR LARGER A REMOVABLE INTERIOR FORM SHALL'BE USED OR .THE INTERIOR JOINT SHALL BE COMPLETELY FILLED WITH MORTAR AND NEATLY POINTED. It. DIMENSIONS SHOWN ON THIS PLAN FOR METRiC AND ENGLISH UNITS ARE NOT EXACT EOUAL 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. 1F ENGLISH UNITS ARE USED. ALL VALUES USED FOR CONSTRUCTION SHALL BE ENGLISH UNITS. AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN METRIC 380 -3 SHEET 2OF2 CONCRETE COLLAR FOR RCP 300 mm 12" THROUGH 1800 mm 72" last Update 5/3/02 1 20D7SD-CnYW.d" Thieenes Engineering, Inc. CITY OF FONTANA, CALIFORNIA Fd&WVALLEYJURUPA AVENUE STORM DRAIN u AlNrbt614 CV-*VRIW 9q� 9Z ®prt(r1s„L�(t1-01/1 iJ111714�b1t1-4173 DRAWN BY: SCALE: VERT. I' - 4' * R.C.E. NO. 43293 * Prepared Under The Supervision Of : BW`/AN HORIz 1' - 40' oESKNM BY DETAILS DATE - Cl if J'9 Exp. 3-31-04 � BW 5/01 /02 I V 1 \- Q� r F O Date : Z 4 D Z CHECKED BY: PRO BY OF 0 J\ AIDOOK I. AG RCE NO. 43293 HA S • P. d •C-- oRA�Nc No 9 CITY ENGINEER R.C.E. 51152 DATE: