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HomeMy WebLinkAbout2902-36AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER SYM. ABOUT I SEE HIN13C DETAIL (SH� 5. 6 8 7) SLOPED PROTECTIONVARRIER STAWARID PLAN 360.0 -4 x 4 FILLET, TYP, *WI0F8 USE wrrH srmamp mminu-nowma Pumic wonKs cmuwm* _MSH� 4) 7Tr + TOP FRAME MEMBER -SIDE FRAME MEMBER _PL 3/a SAND PLATE CLEAR (OCEAN QVTLET$ ONLYI LLI --L L-1 Ll (SH. 4) _-L MID-MEMBFR L 3 x 3 /8', 5./8' FLAT VERTICAL BARS 9) 6' OC MAX, ti �D(SH. 4) 4 BOTTOMFRAME EBER LAID -BUMPER, SAME NOTESg 4 SIZE AS BOTTOM Asa 1 . FOR FRAME MEMBER SIZE, -5. � J T� FRAME MEMBER - w SEE TABLES 1 4 ?. SM. 3. 2.FOR GENERAL NOTES, SEE SH: 8. THREE HINGED INLET/OUTLET BARRIER FOR RCB OFTINQ LUG, SEE LIFTING LUG DETAIL -7 SEE HINGE DETAIL SYK ABOUT It- (SH. 5, 6_i3 7)_ 12'-0' MIN. H jj EF N E T 9 SH. 0 '13 (5H. T I TOP FRAME MEMBER MEMBER AT 1/4 SIDE FRAME MEMBEREVERY BAR 1 1 ( 1 1 1 t I I 1 3' 1, 1 EVERY Ifo CLEAR OTHER C ($H. 4) BAR + + =.LLLu_j ALL -L MID -MEMBER L I x 3 x lie, Tr_ -r PL 3/8 SAND PLATE BOTTOM (OCEAN OUTLETS ONLY)--- FRAME FLAT VERTICAL uta MEMBER BAR$ V 6' QC, MAX. jD (sH, 4) IFOR H- 4'13 6,FLOW N f 1/2' FOR HHe10' TI I Zz BOTTOM FRAME MEMBER T2 -11-1 W SEE BASE 'PLA Tj UET, IL (SH. 41 TWO HINGED INLET/OUTLET -BARRIER SECTION A. -4L FOR RC8 NOTE:: FOR FRAME MEMBER SIZES, SEE TABLES I B 2, $H, 3, FOR CONNECTION DETAILS. SEE 5H, 4. AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER Rommum- fly THF VW"W JOINT CWrEFIATIVE COkORME SLOPED PROTECTIONVARRIER STAWARID PLAN 360.0 *WI0F8 USE wrrH srmamp mminu-nowma Pumic wonKs cmuwm* PLATE O. SEE 1 1/4'SHEAR PIN, PLATE Q DETAIL-----\ 1*0 BQ LT STAINLESS STEEL- 2'0 DOUBLE EXTRA $T0QNr4 $TAINLE55 2 ADD 4-0 PL 1/2, t TEEL PIPE BAR$ 20* STAINLESS LONG. BOTH STEEL /16 WAYS___V - ----- TYP, 1'0 5 TO. 3. PIPE SLEEVE jyp, J Q NUT Ek PLATE R WASHER SOFFIT ---L-/ ut,xr SEE SH. 4 SEE DETAIL 'A* SEE V) SECTION H -H DETAIL '8`� t: PL 1/4 f 1 112 1. 0-1 1/2* $ H E AR P I N DETAIL "B" 12" HINGE DETAIL t$H.1 Axl PL 7/8 x 6 It 0'-9, STAINLESS STEEL, PLATE R- PLATE R it t -7 1 SOFFIT 1 7 7 1 TI -1 TYP. PL 1/2 3/16 \ TYP: 1/2,2*0 DOUBLE EXTRA (TYP.) I STRONG STAINLESS Ii STEEL PIPE DETAIL "AA SECTION 1-1 -1 mro-o MOLE, TYP,- SECTION J -J PLATE 0 DETAIL AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN. CALIFORNIAn VANIPARD Pf AN SLOPED PROTECTION BARRIER 360-0 SHEET 6 OF 4 D DIAL TWO WORKING BEFORE DAYS BEF❑RE YOU DIG YOU DIG TOLL FREE -800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT I fill if fj1ti, 11 I [I 1111IL-11d I I fill -a OT;OM MID -BUMPER SAME FRAME SIZE AS' BOTTOM .'MEMBER.. WF FRAMEMEM5ER FRONT ELEVATION NOTES= I. FOR FRAME MEM8ER SIFE. SEE TABLE 1. SH, 3, CONNECTION DETAILS SH. 4. 5EE @ASE PLATE DETAIL ISH. 4) AMERICAN PUBLIC WORKS ASSOCIATION,- SOUTHERN CALIFORNIA C" 4PTER S'fANOARO FILM 360-0 SLOPED PROTECTION BARRIER 1!I SHEET 2 OF 8, PLATE S. SEE I"0 BOLTS 2- 0 DOUBLE EXTRA PLATE 5 DETAIL STRONG STAiNLEs.s STEEL PIPE ADD 4-5 BARS 201 1 1/4* 0 SHEAF? PIN LONG. 50TH STAINLESS TYP. WAYS I'0 PIPE It SLEEVES-- PL 5/8 PLATE T 4 NUT 5 WASHER SOFFIT 17 SEE ]DETAIL 'C q SEE - - - - - - - SECTION K DETAIL 'D K- I - - - - - --- - - - --17- ..1l­ K PL 1/4 1 1/2 SHEAR PIN 18" HINGE DETAIL (SH. I S 21 DETAIL I'D" PLATE T L PL 7/8 A 9 A 0'-9' PLATE T m+ + m TYP. 5/16 v �SOFFIT 4 L PL 5/6 0 DOUBLE EXTRA 5116 TYP. TYP. STRONG STAINLESS STEEL PIPE DETAIL SECTION L -L PL 7/8 9 A 0-9' 6 - 16' 0 F HOLES, TYP. t 7 PLATE 3 DETAIL AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER STANDAR0 PLAN SLOPED PROTECTION BARRIER 360-0 SHEET 8 OF a q REV. REVISION DESCRIPTION 6DAJE ENGR. CITY DATE RECORD DRAWING TABLE P INLET/OUTLET SLOPED PROTECTION BARRIER (r BOX SIZE NO, OF HINPE VERTICAL BAR TOP FRAME SIDE FRAME IBOTTOM FRAME W x H (FTJ 'SIZE SIZE 0 MEM1,130 SIZE MEMBER SIZE I MEMBER SIZE HINGES 40 2 Illi C 07.25 i c 4x7.26 -,rs iiix.z5Q 4X6 42- 2xI12 C 4x7 25 C 40.25 TS 2x2x.2! Z V; L'i qxa 2 3-1/1 C 5x 9 C,5x9 i TS 3x,3x,?50 (4 4 2 IW2 C 07,25 C 40,25 1 TS 2x2x,2' --6; -A -J- - 2AI/2 C x7.25 C 4x7 .25 TS 2.5x2�5A�250 6X6 (a. cc Qxa� --E_ x �; Lt. [-�- 5 19 ITS 3,5x3.5x,25GI 6.6 2 16i 3z '2 C 50 6AIO 2 1 18' 1/2;1/2 C 64[Q,5 C 6AI0,5 ITS' 4.5r.4,5x.2501 0 2o: ti - 6 4 3 12" C 4.7.25 1 TS 2x2II.250 tn 4x7.25 x 12- 2.1 C 4XT.215 1TS 2.5X2.51.2501 a) r7 3 12' 3XI/2 549 C 6,9 TS 30x.250 __T u, u, 2.1/2 1 c _6.16�5 c ixlo.i TS 4�50,5x.2501 o� _E 4,,7,i� 2.5�i,5x.250 LU Z 0. 1 C 5X9 X5 TS 34x3.5x.25O c, R k- 6 LI, Lu 0 1600, 1/2AI/2 z I ---i- �5_j C C SA110.5 5 4.5xC5,x.250 12,6 1 3 24' .1/2 C 5,c9 5.9 TS 393x�250 uj z !; �� 3 24' 3XI/2 C 5xg 5x9 ITS 0 LLJ 1-2XIO 1 24, 4 1�2xi/2 6XIQ!5 C 640.5 TS 4.5X4.5x.250 w z Q i47 27.1/2 7-C 5�Iq C 589 TS 3xZ�X�250 _- oQui"! l4xG 1 3 _j < < Lu t" 1- 0 - I__ __; ---F--`----- , ­_ 140 1 C 6.10�5 C 1540.5 TS 4x4x�250 4 -14x1O 1 3 2 4� 4 1/2xl/2 C 7xI2.25 C 7.12.2 5 1 TS 56c250 TABLE 21 OCEANOUTLET SLOPED PROTECTION BOX SIZE NO. OF HINGE VERTICAL BAR �31 (FTJ KINbES SIZE SIZE (INCHES) MEMBER SIZE MEMBER SIZE MEMBER SIZE 12' 2 1124/$ 4X4 2 C 5A9 C 5x9 TS 3x3x.2150 41 X6 12'-}uµ..3 3/4x5/a C 6x]3 C ISXS�2 TS 4x2y,.313 X _r �_ 4.x$ 2 12� C �xlU,75 TS 642x,M5 2 Is' 2 1/ X5/8 C 13 0 648.2 1 'IS 4.3*.313 3 3/ 40/15. 18, c 646.2 TS 4x4x�500 6.8 2 le- 5 1/4xve C t 8,5105 C 80.5 TS 6x4A,3?5 6xIO 2 r. I/2xW8 C 943.4 TS 7x4x,375 Ila 12� 2 1/2-5/8 C 5x9 ------ z 1 8,,4 F i C 5xe f TS 3x3x,250 la- 31 3,/4.5/ 5 C 6.13 646,2 i TS 4x3x,2.50 F - 8,x a 1 3 12' 6 1/4x5/8 C 8xla�75 C 801.5 TS 6?E,2x-Z5O 1/2x5/ C �OxI3,4 f ts �x3x�250 CL� ul 3 3 C 6XI3--! C 6x8 .2 TS Lu J. -t- 3 18, 5 1/4x5/6 C exle.715 C 8xII,5 T Sz, 6. x 44,5,13 10410 6 i/2x5/8 C SXZO C 9:113.4 T Q Lj 124 3 24- 3 3/44/8 C 7xI4 75 5xlx,313 T 24' .5 114 x51.8• C 1 5 1 T5 6x4x�375 z 11� 64 Q to t2xIo 3 Z40 6 I/i.�/a X20 C 91A13A TS 7x4 14,(rz, 3 6 24' .3 5/44/8 c `6411.5 T� 60c375 Z 3 24- 1 5 1/40/8 C m c q < !1*111�71 C 0XII, , 5 -,--[__TS 6x6x,2i7 6 1/ 11 2A5/8 C 9,Azo c 20A 7x5x.500 TS AMERICAN PUBLIC WORKS ASSOCIATION SOUTHERN.CALIFORNIA.CHAPTFR STANDARD PLAIN 360-0 SLOPED PROTECTION BARRIER SHEET 3 OF, 8 PLATE U. SEE 1*0 BOLTS 21121 0 001-184E PLATE V DETAIL EXTRA STRONG PIPE TYP ADD 4-s5 1 1/2' SHEAR PIN BARS 20' STAINLESS STEEL-\ LONG5115 ti . BOTH WAYS 1*0 STD. PL 3/4 PIPE31 SLEEVES �P NUT 'a PLATE v WASHER 7 y X SOFFIT-----! 4 ­ SEE DETAIL '�E'� SECTION N -N SEE DETAIL 'F' --- - - - - - - - - - - - - --- - - - PL t/4 x Ll A 0­2__L�SHEAR PIN 24" HINGE DETAIL (SH, 1 8 21 DETAIL. IF" PLATE V PL 7/13 4 12 1-0'. PLATE V t +P 31 1 6* 31 TYPa. . In PL 3/4 2 i/2" 0 DOUBLE 5/161��\TYP, 112' (TYPJ EXTRA STRONG PIPE DETAIL "E' SECTION 0-0 12- PL 7/8 It 12 K 1'-0' HOLES. TYP. K) i!D SECTION P -P PLATE V DETAIL jW ie 18 1 TS SECTION M -M I TOR FRAME I .SIDE FRAME BOFTOM FRAME 1426 12x8 t .AMERICAN : R ST . ANDARD PLAN PUBLIC WORKS ASSOCIATION - SOUTHE NOALIFORNIA CHAPTER 3600 $LOPPO PROTECTION BARRIER SHRET70IFS w FILLET ADD 4-5 BARS LH 'CLEAR 0 y gyp' LONG, BOTH WAYS (IN.) ONA OW) SECTION E -E 51 2 1/2 3 1/2 6 3 4 t 1/4*x16 I/2'ETE SOLT, SEAL WITH ASPHALTIC T PFRAME 7 3 1/2 4 V2 BOND BREAKER. 50 $OLT CAN BE ftEMOYED AFTER N46ER 4 1/4* 1,14 ,3 PL I 1/2*x9xQ'-9* P. HINGE CLEARANCE Ft +F DETAIL A14D GRIND 1 1/8* HOLE 7F01R1)' 800 FRAME BURN AN SIDE I MEMBER SECTI.ON B -B (SH. 1) LIFTING LUG SECTION. F -F 5/8' VERTICAL BARS ,--MtD-MEM8ER . 0 6' OC, MAX,-� L 2 It 2 i 3/8 BOTTOM FRAME MEMBER EVERY - - - - - - 1/4 � I - OTHER BAR TYP. 1/4 Pi 3/8 SAND PLATt' EVERY BAR END PLATE WELDED TO SECTION C -C FLANGES AND WEB OF SIDE MEMBER I' FOR H* 4' 8 B TTOM FRAME 1/4 N 1 1/2 FOR Kz 8' eI 10' MEMBER v- - - - - - PL 1/2 x 4 . 0*-$* STAINLESS STEEL, TYPICAL. 3/4'0 x 5' LONG FRAME ANCHOR BOLT, TYP. BASE PLATE DETAIL (SH. 1 5 2) SECTION D -D (sH. I) AMERICAN PUBLIC WORKS ASSOCIATIO14 - SOUTHERN CALIFORNIA CHAPTER WtANDARIP PLAN SLOPED PROTECTION BARRIER 360-0 SHEET. 4 OF 8 - NOTES 1, WHENEVER RCB SIZE FALLS BETWEEN SIZES SHOWN ON THE TABLE, THE NEXT LARGER SIZE SHALL BE USED: 2. ALL FRAME MEMBERS SHALL BE ASTM A 36 STEEL OR BETTER. 3. ALL HINGE ASSEMBLIES AND BASE PLATES SHALL BE STAINLESS $ TEEL, 4. THE CONTRACTOR SHAI-L MAKE ANY NECESSARY MODtFtCATIONS 'TO ALLOW FOR THE SIMPLE REMOVAL OR INSERTION OF HINGE PINS IN ORDER TO INSTALL OR REMOVE THE P OF HINGE 'P INS SHALL BE THREADED IN ORDER THAT NUTS AND LOCK WASHERS WILL BE -FLUSH WITH THE HINGE PIPE. THREADS BEYOND THE NUT FACE SHALL BE DAMAGED TO PREVENT REMOVAL. 5. ALL FRAME MEMBERS SHALL UE GALVANIZED AFTER FABRICATION. 6: IF FIELD WELDS ARE NECESSARY, GALY.ICON, GALVALLOY OR AGENCY APPROVED EQUAL SHALL BE USED FOR COATING. 7, MID -BUMPER SHALL BE USED FOR 3 HINGED BARRIERS, 8. ANY DEVIATIONS OR MODIFICATIO14S TO THIS STANDARD SHALL BE APPROVED BY THE AGENCY. 9, AT OCEAN OUTLETS OR WHEREVER THE TOP SLAB SERVES AS A PUBLIC WALKWAY, THE TOP SLAB THICKNESS $HALL BE INCREASED BY 3' IN ORDER TO PROVIDE A RECESS FOR. THE HINGE TOP PLATE. THE RECESS SHALL BE BACKFILLEO WITH GROUT AND SMOOTHED AS SHOWN. CO. PROTECTION BARRIERS FOR RCB CONDUITS SHALL BE SLOPED TO SWING OPEN IN THE DIRECTIQN OF FLOW. 11, MEMBERS SHALL BE SELECTED FROM TABLE I UNLESS OTHERWISE NOTED, 12, DESIGN LOADS: A. INLET/OUTLET- BULKED EFD = 85 PCF B. OCEAN OUTLETS: L 1800 PSF SAND PLATE AREA 2. 600 PSS' LOWER OPEN AREA Cad AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTE A WANIDARD"Pt AN 360-0 SLOPED PROTECTION BARRIER i SHEET 8 OF 0 I WH SEE HINGE DETAIL SYM, ABOUT G (SH. 5. 6 a 7) E Q�pfESS/pNq y LO co L" 0 N% 63494 0 Exp. Sept: 30, 2006 00 0 CIVIC F 0 If MAU 0 n SLU"PED PROTECTION BARRIER 00 ENMR: _j PLANNING 0 DESIGN 0 CONSTRUCTION CITY 0 FONTANA, CALIFORNIA FESS/ SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT STREET IMPROVEMENT PLANS FOR STEVEN 00 COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL 27555 YNEZ ROAD, SUITE 400 TRACT 16074 61) C) 111 0 0 1 1 0 SHOWN HEREON AND 'CARRIED FORTH IN A DILIGENT MANNER, K. GIFFEN TEMECULA, CALIFORNIA 92591-4679 DRAWN BY: SCALE: 0 CONSULTING 909.676,8042 m FAX 909.676.7240 w www.RBF.com THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO No. 4 EC AS SHO* In 3-31-04 JOB NUMBER BRING THEM INTO CONFORMANCE WITH CONDITIONS AND xp.. PREPARED UNDER THE SUPERVISION OF: DESIGNED BY: < CIVIL -15-100187 STANDARDS IN EFFECT. < OF C APP �VED BY: DRAWING N]36 DATE: CHECKED RCE NO. 42154 EXP. 3-31 -04 C-1 AC IMG C' F 511' I STEVEN K. GIFFEN 2002- SKG 1 1 11 '�IN F F -R-e-RC 36 SECTION G -G RCP OUTLET PROTECTION $ARRIER PLATE 3 DETAIL AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER STANDAR0 PLAN SLOPED PROTECTION BARRIER 360-0 SHEET 8 OF a q REV. REVISION DESCRIPTION 6DAJE ENGR. CITY DATE RECORD DRAWING TABLE P INLET/OUTLET SLOPED PROTECTION BARRIER (r BOX SIZE NO, OF HINPE VERTICAL BAR TOP FRAME SIDE FRAME IBOTTOM FRAME W x H (FTJ 'SIZE SIZE 0 MEM1,130 SIZE MEMBER SIZE I MEMBER SIZE HINGES 40 2 Illi C 07.25 i c 4x7.26 -,rs iiix.z5Q 4X6 42- 2xI12 C 4x7 25 C 40.25 TS 2x2x.2! Z V; L'i qxa 2 3-1/1 C 5x 9 C,5x9 i TS 3x,3x,?50 (4 4 2 IW2 C 07,25 C 40,25 1 TS 2x2x,2' --6; -A -J- - 2AI/2 C x7.25 C 4x7 .25 TS 2.5x2�5A�250 6X6 (a. cc Qxa� --E_ x �; Lt. [-�- 5 19 ITS 3,5x3.5x,25GI 6.6 2 16i 3z '2 C 50 6AIO 2 1 18' 1/2;1/2 C 64[Q,5 C 6AI0,5 ITS' 4.5r.4,5x.2501 0 2o: ti - 6 4 3 12" C 4.7.25 1 TS 2x2II.250 tn 4x7.25 x 12- 2.1 C 4XT.215 1TS 2.5X2.51.2501 a) r7 3 12' 3XI/2 549 C 6,9 TS 30x.250 __T u, u, 2.1/2 1 c _6.16�5 c ixlo.i TS 4�50,5x.2501 o� _E 4,,7,i� 2.5�i,5x.250 LU Z 0. 1 C 5X9 X5 TS 34x3.5x.25O c, R k- 6 LI, Lu 0 1600, 1/2AI/2 z I ---i- �5_j C C SA110.5 5 4.5xC5,x.250 12,6 1 3 24' .1/2 C 5,c9 5.9 TS 393x�250 uj z !; �� 3 24' 3XI/2 C 5xg 5x9 ITS 0 LLJ 1-2XIO 1 24, 4 1�2xi/2 6XIQ!5 C 640.5 TS 4.5X4.5x.250 w z Q i47 27.1/2 7-C 5�Iq C 589 TS 3xZ�X�250 _- oQui"! l4xG 1 3 _j < < Lu t" 1- 0 - I__ __; ---F--`----- , ­_ 140 1 C 6.10�5 C 1540.5 TS 4x4x�250 4 -14x1O 1 3 2 4� 4 1/2xl/2 C 7xI2.25 C 7.12.2 5 1 TS 56c250 TABLE 21 OCEANOUTLET SLOPED PROTECTION BOX SIZE NO. OF HINGE VERTICAL BAR �31 (FTJ KINbES SIZE SIZE (INCHES) MEMBER SIZE MEMBER SIZE MEMBER SIZE 12' 2 1124/$ 4X4 2 C 5A9 C 5x9 TS 3x3x.2150 41 X6 12'-}uµ..3 3/4x5/a C 6x]3 C ISXS�2 TS 4x2y,.313 X _r �_ 4.x$ 2 12� C �xlU,75 TS 642x,M5 2 Is' 2 1/ X5/8 C 13 0 648.2 1 'IS 4.3*.313 3 3/ 40/15. 18, c 646.2 TS 4x4x�500 6.8 2 le- 5 1/4xve C t 8,5105 C 80.5 TS 6x4A,3?5 6xIO 2 r. I/2xW8 C 943.4 TS 7x4x,375 Ila 12� 2 1/2-5/8 C 5x9 ------ z 1 8,,4 F i C 5xe f TS 3x3x,250 la- 31 3,/4.5/ 5 C 6.13 646,2 i TS 4x3x,2.50 F - 8,x a 1 3 12' 6 1/4x5/8 C 8xla�75 C 801.5 TS 6?E,2x-Z5O 1/2x5/ C �OxI3,4 f ts �x3x�250 CL� ul 3 3 C 6XI3--! C 6x8 .2 TS Lu J. -t- 3 18, 5 1/4x5/6 C exle.715 C 8xII,5 T Sz, 6. x 44,5,13 10410 6 i/2x5/8 C SXZO C 9:113.4 T Q Lj 124 3 24- 3 3/44/8 C 7xI4 75 5xlx,313 T 24' .5 114 x51.8• C 1 5 1 T5 6x4x�375 z 11� 64 Q to t2xIo 3 Z40 6 I/i.�/a X20 C 91A13A TS 7x4 14,(rz, 3 6 24' .3 5/44/8 c `6411.5 T� 60c375 Z 3 24- 1 5 1/40/8 C m c q < !1*111�71 C 0XII, , 5 -,--[__TS 6x6x,2i7 6 1/ 11 2A5/8 C 9,Azo c 20A 7x5x.500 TS AMERICAN PUBLIC WORKS ASSOCIATION SOUTHERN.CALIFORNIA.CHAPTFR STANDARD PLAIN 360-0 SLOPED PROTECTION BARRIER SHEET 3 OF, 8 PLATE U. SEE 1*0 BOLTS 21121 0 001-184E PLATE V DETAIL EXTRA STRONG PIPE TYP ADD 4-s5 1 1/2' SHEAR PIN BARS 20' STAINLESS STEEL-\ LONG5115 ti . BOTH WAYS 1*0 STD. PL 3/4 PIPE31 SLEEVES �P NUT 'a PLATE v WASHER 7 y X SOFFIT-----! 4 ­ SEE DETAIL '�E'� SECTION N -N SEE DETAIL 'F' --- - - - - - - - - - - - - --- - - - PL t/4 x Ll A 0­2__L�SHEAR PIN 24" HINGE DETAIL (SH, 1 8 21 DETAIL. IF" PLATE V PL 7/13 4 12 1-0'. PLATE V t +P 31 1 6* 31 TYPa. . In PL 3/4 2 i/2" 0 DOUBLE 5/161��\TYP, 112' (TYPJ EXTRA STRONG PIPE DETAIL "E' SECTION 0-0 12- PL 7/8 It 12 K 1'-0' HOLES. TYP. K) i!D SECTION P -P PLATE V DETAIL jW ie 18 1 TS SECTION M -M I TOR FRAME I .SIDE FRAME BOFTOM FRAME 1426 12x8 t .AMERICAN : R ST . ANDARD PLAN PUBLIC WORKS ASSOCIATION - SOUTHE NOALIFORNIA CHAPTER 3600 $LOPPO PROTECTION BARRIER SHRET70IFS w FILLET ADD 4-5 BARS LH 'CLEAR 0 y gyp' LONG, BOTH WAYS (IN.) ONA OW) SECTION E -E 51 2 1/2 3 1/2 6 3 4 t 1/4*x16 I/2'ETE SOLT, SEAL WITH ASPHALTIC T PFRAME 7 3 1/2 4 V2 BOND BREAKER. 50 $OLT CAN BE ftEMOYED AFTER N46ER 4 1/4* 1,14 ,3 PL I 1/2*x9xQ'-9* P. HINGE CLEARANCE Ft +F DETAIL A14D GRIND 1 1/8* HOLE 7F01R1)' 800 FRAME BURN AN SIDE I MEMBER SECTI.ON B -B (SH. 1) LIFTING LUG SECTION. F -F 5/8' VERTICAL BARS ,--MtD-MEM8ER . 0 6' OC, MAX,-� L 2 It 2 i 3/8 BOTTOM FRAME MEMBER EVERY - - - - - - 1/4 � I - OTHER BAR TYP. 1/4 Pi 3/8 SAND PLATt' EVERY BAR END PLATE WELDED TO SECTION C -C FLANGES AND WEB OF SIDE MEMBER I' FOR H* 4' 8 B TTOM FRAME 1/4 N 1 1/2 FOR Kz 8' eI 10' MEMBER v- - - - - - PL 1/2 x 4 . 0*-$* STAINLESS STEEL, TYPICAL. 3/4'0 x 5' LONG FRAME ANCHOR BOLT, TYP. BASE PLATE DETAIL (SH. 1 5 2) SECTION D -D (sH. I) AMERICAN PUBLIC WORKS ASSOCIATIO14 - SOUTHERN CALIFORNIA CHAPTER WtANDARIP PLAN SLOPED PROTECTION BARRIER 360-0 SHEET. 4 OF 8 - NOTES 1, WHENEVER RCB SIZE FALLS BETWEEN SIZES SHOWN ON THE TABLE, THE NEXT LARGER SIZE SHALL BE USED: 2. ALL FRAME MEMBERS SHALL BE ASTM A 36 STEEL OR BETTER. 3. ALL HINGE ASSEMBLIES AND BASE PLATES SHALL BE STAINLESS $ TEEL, 4. THE CONTRACTOR SHAI-L MAKE ANY NECESSARY MODtFtCATIONS 'TO ALLOW FOR THE SIMPLE REMOVAL OR INSERTION OF HINGE PINS IN ORDER TO INSTALL OR REMOVE THE P OF HINGE 'P INS SHALL BE THREADED IN ORDER THAT NUTS AND LOCK WASHERS WILL BE -FLUSH WITH THE HINGE PIPE. THREADS BEYOND THE NUT FACE SHALL BE DAMAGED TO PREVENT REMOVAL. 5. ALL FRAME MEMBERS SHALL UE GALVANIZED AFTER FABRICATION. 6: IF FIELD WELDS ARE NECESSARY, GALY.ICON, GALVALLOY OR AGENCY APPROVED EQUAL SHALL BE USED FOR COATING. 7, MID -BUMPER SHALL BE USED FOR 3 HINGED BARRIERS, 8. ANY DEVIATIONS OR MODIFICATIO14S TO THIS STANDARD SHALL BE APPROVED BY THE AGENCY. 9, AT OCEAN OUTLETS OR WHEREVER THE TOP SLAB SERVES AS A PUBLIC WALKWAY, THE TOP SLAB THICKNESS $HALL BE INCREASED BY 3' IN ORDER TO PROVIDE A RECESS FOR. THE HINGE TOP PLATE. THE RECESS SHALL BE BACKFILLEO WITH GROUT AND SMOOTHED AS SHOWN. CO. PROTECTION BARRIERS FOR RCB CONDUITS SHALL BE SLOPED TO SWING OPEN IN THE DIRECTIQN OF FLOW. 11, MEMBERS SHALL BE SELECTED FROM TABLE I UNLESS OTHERWISE NOTED, 12, DESIGN LOADS: A. INLET/OUTLET- BULKED EFD = 85 PCF B. OCEAN OUTLETS: L 1800 PSF SAND PLATE AREA 2. 600 PSS' LOWER OPEN AREA Cad AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTE A WANIDARD"Pt AN 360-0 SLOPED PROTECTION BARRIER i SHEET 8 OF 0 I WH SEE HINGE DETAIL SYM, ABOUT G (SH. 5. 6 a 7) E Q�pfESS/pNq y LO co L" 0 N% 63494 0 Exp. Sept: 30, 2006 00 0 CIVIC F 0 If MAU 0 n SLU"PED PROTECTION BARRIER 00 ENMR: _j PLANNING 0 DESIGN 0 CONSTRUCTION CITY 0 FONTANA, CALIFORNIA FESS/ SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT STREET IMPROVEMENT PLANS FOR STEVEN 00 COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL 27555 YNEZ ROAD, SUITE 400 TRACT 16074 61) C) 111 0 0 1 1 0 SHOWN HEREON AND 'CARRIED FORTH IN A DILIGENT MANNER, K. GIFFEN TEMECULA, CALIFORNIA 92591-4679 DRAWN BY: SCALE: 0 CONSULTING 909.676,8042 m FAX 909.676.7240 w www.RBF.com THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO No. 4 EC AS SHO* In 3-31-04 JOB NUMBER BRING THEM INTO CONFORMANCE WITH CONDITIONS AND xp.. PREPARED UNDER THE SUPERVISION OF: DESIGNED BY: < CIVIL -15-100187 STANDARDS IN EFFECT. < OF C APP �VED BY: DRAWING N]36 DATE: CHECKED RCE NO. 42154 EXP. 3-31 -04 C-1 AC IMG C' F 511' I STEVEN K. GIFFEN 2002- SKG 1 1 11 '�IN F F -R-e-RC 36 SECTION G -G RCP OUTLET PROTECTION $ARRIER REV. REVISION DESCRIPTION 6DAJE ENGR. CITY DATE RECORD DRAWING TABLE P INLET/OUTLET SLOPED PROTECTION BARRIER (r BOX SIZE NO, OF HINPE VERTICAL BAR TOP FRAME SIDE FRAME IBOTTOM FRAME W x H (FTJ 'SIZE SIZE 0 MEM1,130 SIZE MEMBER SIZE I MEMBER SIZE HINGES 40 2 Illi C 07.25 i c 4x7.26 -,rs iiix.z5Q 4X6 42- 2xI12 C 4x7 25 C 40.25 TS 2x2x.2! Z V; L'i qxa 2 3-1/1 C 5x 9 C,5x9 i TS 3x,3x,?50 (4 4 2 IW2 C 07,25 C 40,25 1 TS 2x2x,2' --6; -A -J- - 2AI/2 C x7.25 C 4x7 .25 TS 2.5x2�5A�250 6X6 (a. cc Qxa� --E_ x �; Lt. [-�- 5 19 ITS 3,5x3.5x,25GI 6.6 2 16i 3z '2 C 50 6AIO 2 1 18' 1/2;1/2 C 64[Q,5 C 6AI0,5 ITS' 4.5r.4,5x.2501 0 2o: ti - 6 4 3 12" C 4.7.25 1 TS 2x2II.250 tn 4x7.25 x 12- 2.1 C 4XT.215 1TS 2.5X2.51.2501 a) r7 3 12' 3XI/2 549 C 6,9 TS 30x.250 __T u, u, 2.1/2 1 c _6.16�5 c ixlo.i TS 4�50,5x.2501 o� _E 4,,7,i� 2.5�i,5x.250 LU Z 0. 1 C 5X9 X5 TS 34x3.5x.25O c, R k- 6 LI, Lu 0 1600, 1/2AI/2 z I ---i- �5_j C C SA110.5 5 4.5xC5,x.250 12,6 1 3 24' .1/2 C 5,c9 5.9 TS 393x�250 uj z !; �� 3 24' 3XI/2 C 5xg 5x9 ITS 0 LLJ 1-2XIO 1 24, 4 1�2xi/2 6XIQ!5 C 640.5 TS 4.5X4.5x.250 w z Q i47 27.1/2 7-C 5�Iq C 589 TS 3xZ�X�250 _- oQui"! l4xG 1 3 _j < < Lu t" 1- 0 - I__ __; ---F--`----- , ­_ 140 1 C 6.10�5 C 1540.5 TS 4x4x�250 4 -14x1O 1 3 2 4� 4 1/2xl/2 C 7xI2.25 C 7.12.2 5 1 TS 56c250 TABLE 21 OCEANOUTLET SLOPED PROTECTION BOX SIZE NO. OF HINGE VERTICAL BAR �31 (FTJ KINbES SIZE SIZE (INCHES) MEMBER SIZE MEMBER SIZE MEMBER SIZE 12' 2 1124/$ 4X4 2 C 5A9 C 5x9 TS 3x3x.2150 41 X6 12'-}uµ..3 3/4x5/a C 6x]3 C ISXS�2 TS 4x2y,.313 X _r �_ 4.x$ 2 12� C �xlU,75 TS 642x,M5 2 Is' 2 1/ X5/8 C 13 0 648.2 1 'IS 4.3*.313 3 3/ 40/15. 18, c 646.2 TS 4x4x�500 6.8 2 le- 5 1/4xve C t 8,5105 C 80.5 TS 6x4A,3?5 6xIO 2 r. I/2xW8 C 943.4 TS 7x4x,375 Ila 12� 2 1/2-5/8 C 5x9 ------ z 1 8,,4 F i C 5xe f TS 3x3x,250 la- 31 3,/4.5/ 5 C 6.13 646,2 i TS 4x3x,2.50 F - 8,x a 1 3 12' 6 1/4x5/8 C 8xla�75 C 801.5 TS 6?E,2x-Z5O 1/2x5/ C �OxI3,4 f ts �x3x�250 CL� ul 3 3 C 6XI3--! C 6x8 .2 TS Lu J. -t- 3 18, 5 1/4x5/6 C exle.715 C 8xII,5 T Sz, 6. x 44,5,13 10410 6 i/2x5/8 C SXZO C 9:113.4 T Q Lj 124 3 24- 3 3/44/8 C 7xI4 75 5xlx,313 T 24' .5 114 x51.8• C 1 5 1 T5 6x4x�375 z 11� 64 Q to t2xIo 3 Z40 6 I/i.�/a X20 C 91A13A TS 7x4 14,(rz, 3 6 24' .3 5/44/8 c `6411.5 T� 60c375 Z 3 24- 1 5 1/40/8 C m c q < !1*111�71 C 0XII, , 5 -,--[__TS 6x6x,2i7 6 1/ 11 2A5/8 C 9,Azo c 20A 7x5x.500 TS AMERICAN PUBLIC WORKS ASSOCIATION SOUTHERN.CALIFORNIA.CHAPTFR STANDARD PLAIN 360-0 SLOPED PROTECTION BARRIER SHEET 3 OF, 8 PLATE U. SEE 1*0 BOLTS 21121 0 001-184E PLATE V DETAIL EXTRA STRONG PIPE TYP ADD 4-s5 1 1/2' SHEAR PIN BARS 20' STAINLESS STEEL-\ LONG5115 ti . BOTH WAYS 1*0 STD. PL 3/4 PIPE31 SLEEVES �P NUT 'a PLATE v WASHER 7 y X SOFFIT-----! 4 ­ SEE DETAIL '�E'� SECTION N -N SEE DETAIL 'F' --- - - - - - - - - - - - - --- - - - PL t/4 x Ll A 0­2__L�SHEAR PIN 24" HINGE DETAIL (SH, 1 8 21 DETAIL. IF" PLATE V PL 7/13 4 12 1-0'. PLATE V t +P 31 1 6* 31 TYPa. . In PL 3/4 2 i/2" 0 DOUBLE 5/161��\TYP, 112' (TYPJ EXTRA STRONG PIPE DETAIL "E' SECTION 0-0 12- PL 7/8 It 12 K 1'-0' HOLES. TYP. K) i!D SECTION P -P PLATE V DETAIL jW ie 18 1 TS SECTION M -M I TOR FRAME I .SIDE FRAME BOFTOM FRAME 1426 12x8 t .AMERICAN : R ST . ANDARD PLAN PUBLIC WORKS ASSOCIATION - SOUTHE NOALIFORNIA CHAPTER 3600 $LOPPO PROTECTION BARRIER SHRET70IFS w FILLET ADD 4-5 BARS LH 'CLEAR 0 y gyp' LONG, BOTH WAYS (IN.) ONA OW) SECTION E -E 51 2 1/2 3 1/2 6 3 4 t 1/4*x16 I/2'ETE SOLT, SEAL WITH ASPHALTIC T PFRAME 7 3 1/2 4 V2 BOND BREAKER. 50 $OLT CAN BE ftEMOYED AFTER N46ER 4 1/4* 1,14 ,3 PL I 1/2*x9xQ'-9* P. HINGE CLEARANCE Ft +F DETAIL A14D GRIND 1 1/8* HOLE 7F01R1)' 800 FRAME BURN AN SIDE I MEMBER SECTI.ON B -B (SH. 1) LIFTING LUG SECTION. F -F 5/8' VERTICAL BARS ,--MtD-MEM8ER . 0 6' OC, MAX,-� L 2 It 2 i 3/8 BOTTOM FRAME MEMBER EVERY - - - - - - 1/4 � I - OTHER BAR TYP. 1/4 Pi 3/8 SAND PLATt' EVERY BAR END PLATE WELDED TO SECTION C -C FLANGES AND WEB OF SIDE MEMBER I' FOR H* 4' 8 B TTOM FRAME 1/4 N 1 1/2 FOR Kz 8' eI 10' MEMBER v- - - - - - PL 1/2 x 4 . 0*-$* STAINLESS STEEL, TYPICAL. 3/4'0 x 5' LONG FRAME ANCHOR BOLT, TYP. BASE PLATE DETAIL (SH. 1 5 2) SECTION D -D (sH. I) AMERICAN PUBLIC WORKS ASSOCIATIO14 - SOUTHERN CALIFORNIA CHAPTER WtANDARIP PLAN SLOPED PROTECTION BARRIER 360-0 SHEET. 4 OF 8 - NOTES 1, WHENEVER RCB SIZE FALLS BETWEEN SIZES SHOWN ON THE TABLE, THE NEXT LARGER SIZE SHALL BE USED: 2. ALL FRAME MEMBERS SHALL BE ASTM A 36 STEEL OR BETTER. 3. ALL HINGE ASSEMBLIES AND BASE PLATES SHALL BE STAINLESS $ TEEL, 4. THE CONTRACTOR SHAI-L MAKE ANY NECESSARY MODtFtCATIONS 'TO ALLOW FOR THE SIMPLE REMOVAL OR INSERTION OF HINGE PINS IN ORDER TO INSTALL OR REMOVE THE P OF HINGE 'P INS SHALL BE THREADED IN ORDER THAT NUTS AND LOCK WASHERS WILL BE -FLUSH WITH THE HINGE PIPE. THREADS BEYOND THE NUT FACE SHALL BE DAMAGED TO PREVENT REMOVAL. 5. ALL FRAME MEMBERS SHALL UE GALVANIZED AFTER FABRICATION. 6: IF FIELD WELDS ARE NECESSARY, GALY.ICON, GALVALLOY OR AGENCY APPROVED EQUAL SHALL BE USED FOR COATING. 7, MID -BUMPER SHALL BE USED FOR 3 HINGED BARRIERS, 8. ANY DEVIATIONS OR MODIFICATIO14S TO THIS STANDARD SHALL BE APPROVED BY THE AGENCY. 9, AT OCEAN OUTLETS OR WHEREVER THE TOP SLAB SERVES AS A PUBLIC WALKWAY, THE TOP SLAB THICKNESS $HALL BE INCREASED BY 3' IN ORDER TO PROVIDE A RECESS FOR. THE HINGE TOP PLATE. THE RECESS SHALL BE BACKFILLEO WITH GROUT AND SMOOTHED AS SHOWN. CO. PROTECTION BARRIERS FOR RCB CONDUITS SHALL BE SLOPED TO SWING OPEN IN THE DIRECTIQN OF FLOW. 11, MEMBERS SHALL BE SELECTED FROM TABLE I UNLESS OTHERWISE NOTED, 12, DESIGN LOADS: A. INLET/OUTLET- BULKED EFD = 85 PCF B. OCEAN OUTLETS: L 1800 PSF SAND PLATE AREA 2. 600 PSS' LOWER OPEN AREA Cad AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTE A WANIDARD"Pt AN 360-0 SLOPED PROTECTION BARRIER i SHEET 8 OF 0 I WH SEE HINGE DETAIL SYM, ABOUT G (SH. 5. 6 a 7) E Q�pfESS/pNq y LO co L" 0 N% 63494 0 Exp. Sept: 30, 2006 00 0 CIVIC F 0 If MAU 0 n SLU"PED PROTECTION BARRIER 00 ENMR: _j PLANNING 0 DESIGN 0 CONSTRUCTION CITY 0 FONTANA, CALIFORNIA FESS/ SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT STREET IMPROVEMENT PLANS FOR STEVEN 00 COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL 27555 YNEZ ROAD, SUITE 400 TRACT 16074 61) C) 111 0 0 1 1 0 SHOWN HEREON AND 'CARRIED FORTH IN A DILIGENT MANNER, K. GIFFEN TEMECULA, CALIFORNIA 92591-4679 DRAWN BY: SCALE: 0 CONSULTING 909.676,8042 m FAX 909.676.7240 w www.RBF.com THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO No. 4 EC AS SHO* In 3-31-04 JOB NUMBER BRING THEM INTO CONFORMANCE WITH CONDITIONS AND xp.. PREPARED UNDER THE SUPERVISION OF: DESIGNED BY: < CIVIL -15-100187 STANDARDS IN EFFECT. < OF C APP �VED BY: DRAWING N]36 DATE: CHECKED RCE NO. 42154 EXP. 3-31 -04 C-1 AC IMG C' F 511' I STEVEN K. GIFFEN 2002- SKG 1 1 11 '�IN F F -R-e-RC 36 SECTION G -G RCP OUTLET PROTECTION $ARRIER I TOR FRAME I .SIDE FRAME BOFTOM FRAME 1426 12x8 t .AMERICAN : R ST . ANDARD PLAN PUBLIC WORKS ASSOCIATION - SOUTHE NOALIFORNIA CHAPTER 3600 $LOPPO PROTECTION BARRIER SHRET70IFS w FILLET ADD 4-5 BARS LH 'CLEAR 0 y gyp' LONG, BOTH WAYS (IN.) ONA OW) SECTION E -E 51 2 1/2 3 1/2 6 3 4 t 1/4*x16 I/2'ETE SOLT, SEAL WITH ASPHALTIC T PFRAME 7 3 1/2 4 V2 BOND BREAKER. 50 $OLT CAN BE ftEMOYED AFTER N46ER 4 1/4* 1,14 ,3 PL I 1/2*x9xQ'-9* P. HINGE CLEARANCE Ft +F DETAIL A14D GRIND 1 1/8* HOLE 7F01R1)' 800 FRAME BURN AN SIDE I MEMBER SECTI.ON B -B (SH. 1) LIFTING LUG SECTION. F -F 5/8' VERTICAL BARS ,--MtD-MEM8ER . 0 6' OC, MAX,-� L 2 It 2 i 3/8 BOTTOM FRAME MEMBER EVERY - - - - - - 1/4 � I - OTHER BAR TYP. 1/4 Pi 3/8 SAND PLATt' EVERY BAR END PLATE WELDED TO SECTION C -C FLANGES AND WEB OF SIDE MEMBER I' FOR H* 4' 8 B TTOM FRAME 1/4 N 1 1/2 FOR Kz 8' eI 10' MEMBER v- - - - - - PL 1/2 x 4 . 0*-$* STAINLESS STEEL, TYPICAL. 3/4'0 x 5' LONG FRAME ANCHOR BOLT, TYP. BASE PLATE DETAIL (SH. 1 5 2) SECTION D -D (sH. I) AMERICAN PUBLIC WORKS ASSOCIATIO14 - SOUTHERN CALIFORNIA CHAPTER WtANDARIP PLAN SLOPED PROTECTION BARRIER 360-0 SHEET. 4 OF 8 - NOTES 1, WHENEVER RCB SIZE FALLS BETWEEN SIZES SHOWN ON THE TABLE, THE NEXT LARGER SIZE SHALL BE USED: 2. ALL FRAME MEMBERS SHALL BE ASTM A 36 STEEL OR BETTER. 3. ALL HINGE ASSEMBLIES AND BASE PLATES SHALL BE STAINLESS $ TEEL, 4. THE CONTRACTOR SHAI-L MAKE ANY NECESSARY MODtFtCATIONS 'TO ALLOW FOR THE SIMPLE REMOVAL OR INSERTION OF HINGE PINS IN ORDER TO INSTALL OR REMOVE THE P OF HINGE 'P INS SHALL BE THREADED IN ORDER THAT NUTS AND LOCK WASHERS WILL BE -FLUSH WITH THE HINGE PIPE. THREADS BEYOND THE NUT FACE SHALL BE DAMAGED TO PREVENT REMOVAL. 5. ALL FRAME MEMBERS SHALL UE GALVANIZED AFTER FABRICATION. 6: IF FIELD WELDS ARE NECESSARY, GALY.ICON, GALVALLOY OR AGENCY APPROVED EQUAL SHALL BE USED FOR COATING. 7, MID -BUMPER SHALL BE USED FOR 3 HINGED BARRIERS, 8. ANY DEVIATIONS OR MODIFICATIO14S TO THIS STANDARD SHALL BE APPROVED BY THE AGENCY. 9, AT OCEAN OUTLETS OR WHEREVER THE TOP SLAB SERVES AS A PUBLIC WALKWAY, THE TOP SLAB THICKNESS $HALL BE INCREASED BY 3' IN ORDER TO PROVIDE A RECESS FOR. THE HINGE TOP PLATE. THE RECESS SHALL BE BACKFILLEO WITH GROUT AND SMOOTHED AS SHOWN. CO. PROTECTION BARRIERS FOR RCB CONDUITS SHALL BE SLOPED TO SWING OPEN IN THE DIRECTIQN OF FLOW. 11, MEMBERS SHALL BE SELECTED FROM TABLE I UNLESS OTHERWISE NOTED, 12, DESIGN LOADS: A. INLET/OUTLET- BULKED EFD = 85 PCF B. OCEAN OUTLETS: L 1800 PSF SAND PLATE AREA 2. 600 PSS' LOWER OPEN AREA Cad AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTE A WANIDARD"Pt AN 360-0 SLOPED PROTECTION BARRIER i SHEET 8 OF 0 I WH SEE HINGE DETAIL SYM, ABOUT G (SH. 5. 6 a 7) E Q�pfESS/pNq y LO co L" 0 N% 63494 0 Exp. Sept: 30, 2006 00 0 CIVIC F 0 If MAU 0 n SLU"PED PROTECTION BARRIER 00 ENMR: _j PLANNING 0 DESIGN 0 CONSTRUCTION CITY 0 FONTANA, CALIFORNIA FESS/ SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT STREET IMPROVEMENT PLANS FOR STEVEN 00 COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL 27555 YNEZ ROAD, SUITE 400 TRACT 16074 61) C) 111 0 0 1 1 0 SHOWN HEREON AND 'CARRIED FORTH IN A DILIGENT MANNER, K. GIFFEN TEMECULA, CALIFORNIA 92591-4679 DRAWN BY: SCALE: 0 CONSULTING 909.676,8042 m FAX 909.676.7240 w www.RBF.com THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO No. 4 EC AS SHO* In 3-31-04 JOB NUMBER BRING THEM INTO CONFORMANCE WITH CONDITIONS AND xp.. PREPARED UNDER THE SUPERVISION OF: DESIGNED BY: < CIVIL -15-100187 STANDARDS IN EFFECT. < OF C APP �VED BY: DRAWING N]36 DATE: CHECKED RCE NO. 42154 EXP. 3-31 -04 C-1 AC IMG C' F 511' I STEVEN K. GIFFEN 2002- SKG 1 1 11 '�IN F F -R-e-RC 36 SECTION G -G RCP OUTLET PROTECTION $ARRIER .AMERICAN : R ST . ANDARD PLAN PUBLIC WORKS ASSOCIATION - SOUTHE NOALIFORNIA CHAPTER 3600 $LOPPO PROTECTION BARRIER SHRET70IFS w FILLET ADD 4-5 BARS LH 'CLEAR 0 y gyp' LONG, BOTH WAYS (IN.) ONA OW) SECTION E -E 51 2 1/2 3 1/2 6 3 4 t 1/4*x16 I/2'ETE SOLT, SEAL WITH ASPHALTIC T PFRAME 7 3 1/2 4 V2 BOND BREAKER. 50 $OLT CAN BE ftEMOYED AFTER N46ER 4 1/4* 1,14 ,3 PL I 1/2*x9xQ'-9* P. HINGE CLEARANCE Ft +F DETAIL A14D GRIND 1 1/8* HOLE 7F01R1)' 800 FRAME BURN AN SIDE I MEMBER SECTI.ON B -B (SH. 1) LIFTING LUG SECTION. F -F 5/8' VERTICAL BARS ,--MtD-MEM8ER . 0 6' OC, MAX,-� L 2 It 2 i 3/8 BOTTOM FRAME MEMBER EVERY - - - - - - 1/4 � I - OTHER BAR TYP. 1/4 Pi 3/8 SAND PLATt' EVERY BAR END PLATE WELDED TO SECTION C -C FLANGES AND WEB OF SIDE MEMBER I' FOR H* 4' 8 B TTOM FRAME 1/4 N 1 1/2 FOR Kz 8' eI 10' MEMBER v- - - - - - PL 1/2 x 4 . 0*-$* STAINLESS STEEL, TYPICAL. 3/4'0 x 5' LONG FRAME ANCHOR BOLT, TYP. BASE PLATE DETAIL (SH. 1 5 2) SECTION D -D (sH. I) AMERICAN PUBLIC WORKS ASSOCIATIO14 - SOUTHERN CALIFORNIA CHAPTER WtANDARIP PLAN SLOPED PROTECTION BARRIER 360-0 SHEET. 4 OF 8 - NOTES 1, WHENEVER RCB SIZE FALLS BETWEEN SIZES SHOWN ON THE TABLE, THE NEXT LARGER SIZE SHALL BE USED: 2. ALL FRAME MEMBERS SHALL BE ASTM A 36 STEEL OR BETTER. 3. ALL HINGE ASSEMBLIES AND BASE PLATES SHALL BE STAINLESS $ TEEL, 4. THE CONTRACTOR SHAI-L MAKE ANY NECESSARY MODtFtCATIONS 'TO ALLOW FOR THE SIMPLE REMOVAL OR INSERTION OF HINGE PINS IN ORDER TO INSTALL OR REMOVE THE P OF HINGE 'P INS SHALL BE THREADED IN ORDER THAT NUTS AND LOCK WASHERS WILL BE -FLUSH WITH THE HINGE PIPE. THREADS BEYOND THE NUT FACE SHALL BE DAMAGED TO PREVENT REMOVAL. 5. ALL FRAME MEMBERS SHALL UE GALVANIZED AFTER FABRICATION. 6: IF FIELD WELDS ARE NECESSARY, GALY.ICON, GALVALLOY OR AGENCY APPROVED EQUAL SHALL BE USED FOR COATING. 7, MID -BUMPER SHALL BE USED FOR 3 HINGED BARRIERS, 8. ANY DEVIATIONS OR MODIFICATIO14S TO THIS STANDARD SHALL BE APPROVED BY THE AGENCY. 9, AT OCEAN OUTLETS OR WHEREVER THE TOP SLAB SERVES AS A PUBLIC WALKWAY, THE TOP SLAB THICKNESS $HALL BE INCREASED BY 3' IN ORDER TO PROVIDE A RECESS FOR. THE HINGE TOP PLATE. THE RECESS SHALL BE BACKFILLEO WITH GROUT AND SMOOTHED AS SHOWN. CO. PROTECTION BARRIERS FOR RCB CONDUITS SHALL BE SLOPED TO SWING OPEN IN THE DIRECTIQN OF FLOW. 11, MEMBERS SHALL BE SELECTED FROM TABLE I UNLESS OTHERWISE NOTED, 12, DESIGN LOADS: A. INLET/OUTLET- BULKED EFD = 85 PCF B. OCEAN OUTLETS: L 1800 PSF SAND PLATE AREA 2. 600 PSS' LOWER OPEN AREA Cad AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTE A WANIDARD"Pt AN 360-0 SLOPED PROTECTION BARRIER i SHEET 8 OF 0 I WH SEE HINGE DETAIL SYM, ABOUT G (SH. 5. 6 a 7) E Q�pfESS/pNq y LO co L" 0 N% 63494 0 Exp. Sept: 30, 2006 00 0 CIVIC F 0 If MAU 0 n SLU"PED PROTECTION BARRIER 00 ENMR: _j PLANNING 0 DESIGN 0 CONSTRUCTION CITY 0 FONTANA, CALIFORNIA FESS/ SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT STREET IMPROVEMENT PLANS FOR STEVEN 00 COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL 27555 YNEZ ROAD, SUITE 400 TRACT 16074 61) C) 111 0 0 1 1 0 SHOWN HEREON AND 'CARRIED FORTH IN A DILIGENT MANNER, K. GIFFEN TEMECULA, CALIFORNIA 92591-4679 DRAWN BY: SCALE: 0 CONSULTING 909.676,8042 m FAX 909.676.7240 w www.RBF.com THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO No. 4 EC AS SHO* In 3-31-04 JOB NUMBER BRING THEM INTO CONFORMANCE WITH CONDITIONS AND xp.. PREPARED UNDER THE SUPERVISION OF: DESIGNED BY: < CIVIL -15-100187 STANDARDS IN EFFECT. < OF C APP �VED BY: DRAWING N]36 DATE: CHECKED RCE NO. 42154 EXP. 3-31 -04 C-1 AC IMG C' F 511' I STEVEN K. GIFFEN 2002- SKG 1 1 11 '�IN F F -R-e-RC 36 SECTION G -G RCP OUTLET PROTECTION $ARRIER NOTES 1, WHENEVER RCB SIZE FALLS BETWEEN SIZES SHOWN ON THE TABLE, THE NEXT LARGER SIZE SHALL BE USED: 2. ALL FRAME MEMBERS SHALL BE ASTM A 36 STEEL OR BETTER. 3. ALL HINGE ASSEMBLIES AND BASE PLATES SHALL BE STAINLESS $ TEEL, 4. THE CONTRACTOR SHAI-L MAKE ANY NECESSARY MODtFtCATIONS 'TO ALLOW FOR THE SIMPLE REMOVAL OR INSERTION OF HINGE PINS IN ORDER TO INSTALL OR REMOVE THE P OF HINGE 'P INS SHALL BE THREADED IN ORDER THAT NUTS AND LOCK WASHERS WILL BE -FLUSH WITH THE HINGE PIPE. THREADS BEYOND THE NUT FACE SHALL BE DAMAGED TO PREVENT REMOVAL. 5. ALL FRAME MEMBERS SHALL UE GALVANIZED AFTER FABRICATION. 6: IF FIELD WELDS ARE NECESSARY, GALY.ICON, GALVALLOY OR AGENCY APPROVED EQUAL SHALL BE USED FOR COATING. 7, MID -BUMPER SHALL BE USED FOR 3 HINGED BARRIERS, 8. ANY DEVIATIONS OR MODIFICATIO14S TO THIS STANDARD SHALL BE APPROVED BY THE AGENCY. 9, AT OCEAN OUTLETS OR WHEREVER THE TOP SLAB SERVES AS A PUBLIC WALKWAY, THE TOP SLAB THICKNESS $HALL BE INCREASED BY 3' IN ORDER TO PROVIDE A RECESS FOR. THE HINGE TOP PLATE. THE RECESS SHALL BE BACKFILLEO WITH GROUT AND SMOOTHED AS SHOWN. CO. PROTECTION BARRIERS FOR RCB CONDUITS SHALL BE SLOPED TO SWING OPEN IN THE DIRECTIQN OF FLOW. 11, MEMBERS SHALL BE SELECTED FROM TABLE I UNLESS OTHERWISE NOTED, 12, DESIGN LOADS: A. INLET/OUTLET- BULKED EFD = 85 PCF B. OCEAN OUTLETS: L 1800 PSF SAND PLATE AREA 2. 600 PSS' LOWER OPEN AREA Cad AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTE A WANIDARD"Pt AN 360-0 SLOPED PROTECTION BARRIER i SHEET 8 OF 0 I WH SEE HINGE DETAIL SYM, ABOUT G (SH. 5. 6 a 7) E Q�pfESS/pNq y LO co L" 0 N% 63494 0 Exp. Sept: 30, 2006 00 0 CIVIC F 0 If MAU 0 n SLU"PED PROTECTION BARRIER 00 ENMR: _j PLANNING 0 DESIGN 0 CONSTRUCTION CITY 0 FONTANA, CALIFORNIA FESS/ SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT STREET IMPROVEMENT PLANS FOR STEVEN 00 COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL 27555 YNEZ ROAD, SUITE 400 TRACT 16074 61) C) 111 0 0 1 1 0 SHOWN HEREON AND 'CARRIED FORTH IN A DILIGENT MANNER, K. GIFFEN TEMECULA, CALIFORNIA 92591-4679 DRAWN BY: SCALE: 0 CONSULTING 909.676,8042 m FAX 909.676.7240 w www.RBF.com THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO No. 4 EC AS SHO* In 3-31-04 JOB NUMBER BRING THEM INTO CONFORMANCE WITH CONDITIONS AND xp.. PREPARED UNDER THE SUPERVISION OF: DESIGNED BY: < CIVIL -15-100187 STANDARDS IN EFFECT. < OF C APP �VED BY: DRAWING N]36 DATE: CHECKED RCE NO. 42154 EXP. 3-31 -04 C-1 AC IMG C' F 511' I STEVEN K. GIFFEN 2002- SKG 1 1 11 '�IN F F -R-e-RC 36 SECTION G -G RCP OUTLET PROTECTION $ARRIER