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Home My WebLink About3116-C-5WIF FRONT ELEVATION NOTES: I. FOR FRAME MEMBER SIZE. SEE TABLE 1, SH. 3. t CONNECTION DETAILS _ SH. 4. SECTION O -O SIE BASE PLATE DETAIL I 51••1. 4 ) RCP OUTLET PROTECTION BARRIER AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER sTANDARD PLAN . 360 -" 0 SHEET 2OF LOPED PROTECTION BARRIER I Underground Service Alert Q o Call: TOLL FREE 1-800 227-2600 TWO WORKING DAYS BEFORE YOU DIG PIUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAFTER STANDARD PLAN + 360-0 SLOPED PROTECTION •- ARRIER SHEET 3OF 8 Notice To Contractor: SHOULD CONSTRUCTION OF THE REQUIRED CAUTION: The Engineer Preparing These Plans IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS Will Not Be Responsible For Or Liable For, OF THE DATE OF APPROVAL SHOWN HEREON AND Unauthorized Changes Or Uses Of These Plans. CARRIED FORTH IN A DILIGENT MANNER THE CITY All Changes To The Plans Must Be In Writing ENGINEER MAY REQUIRE REVISIONS TO THE PLANS And Must Be Approved By The Preparer Of TO BRING THEM INTO CONFORMANCE WITH These Plans. CONDITIONS AND STANDARDS IN EFFECT d (IN.) x, (IN.) y: (IN.1 TABLE 1: INLET/OUTLET SLOPE() PROTECTION BARRIER 3 I/2 6 3 4 7 3 1/24 112 8 4 5 Box SIZEN0. L ``LLJBOX � SIZE IVO. -OF HINGE VERTI-CAL. BAR TOP FRAME 'SIDE FRAME BOTTOM FRAME FT.? 0Ldx H HINGES � SIZE -SIZE (INCHES) MEMBER SIZE MEMBER SIZE MEMBER SIZE 2 .12' 4•x4 2 I2' / 7 'C 9x7:25 TS. 4x6 2 121m 2x112 C 4x7.25 C 40.25 TS 2x2x.250 :3 W Z 12' 5 1/44/5 4x6 2 [2C 3xI12 5x9 C 5x9 TS 3x3x.250 6x4 2 leaIxl/2 TS 4x3x.3t3 C 4x7.25 C 4x7.25 TS 2x2x.250 - om►! IxM t7 C tu W m _ V) 6x6 2 IS' 2x112 C 4x7..25 C 3x7.25 TS 2.5x2.5x.254 Li M C 8x11.5 6x8 2 IS' 3x112. C 5x9 C 5x9 TS 3.5x3.5x.250 �G/�9xi3.4� u D X m 8x4 +2�' 3 IL" •2 I/2x5/8 C 5x9 C 5X9 n` w-, w Co t BxIO 2 18- 4 1/2x1/2 C 6x14.5 C 6x10.5 TS 4.50.5x.250 'm a 0 " 2 --� CC CO , to 8x4 3 12" IxIJ2 C 4 x 7.25 C 4x 7.25 TS 2x2x.25Ci - o' La 8x6 3 12" 2x112. C 4x7,2.5 C 4x7.25. TS 2.5x2.5x.250 X w m 1- z W _t q`., 8x8 3 12' 3x1!2 C. 5x9 C'50 TS ' 3x3x.254 i$' w 8x14 3 12" 4 1/2x1/2 C 6xIO.5 C 6zt0.5 TS 4.5x4.5x.250 M � Co � .. IOx6 3 18' 2x1/2 C 4x7.25 C 4x7.25 `r 2:5x2.5x.250 a Z �� IOxB 3 [B' 3x112 G 5x9 C 5x9 TS 3.5x3.5x.2Jii C 8x/1,5 i5w u+o IOxlo 3 3 4 I/2xi/2 C E X60.5 C 6xI0.5 TS 4.5x4.5x.250 Q) z L `� 12x6 3 t24 2x1/2} 5x8 C 5x9 3x3c.25O�yf2x$ w a w 0 < )4x8 . 3 3- 6 1/4x5/8 3xf/L �Gr C 5x9 C 5x9 ry�TS 1 S 3.5x3.5x.250 14x10 - 3 240 6 1/2x5/8 C 9x20 C 9x/3.4 TS 7x5x.500 CC F- W 0-0 a 12x111-3 24" 4 3/2xi/2 C 6xt0.5 C 6x10.5 TS 4.5x4.5x.250 w 2 ��EL - O C� LsJ la. 14x6. 3 24' 2x1!2 C 5x9 C 5x9 TS 3x3x.250 m 1- 0: �_ 14x8 3 24' 3x112 C C,xII ►.5 C 6x10.5 TS 4x4x.250 (0I'- 14'xIO 324' 4 1/2x1/2 ' C 7x12.25 742.25 TS 5x5x_2Si1 PIUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAFTER STANDARD PLAN + 360-0 SLOPED PROTECTION •- ARRIER SHEET 3OF 8 Notice To Contractor: SHOULD CONSTRUCTION OF THE REQUIRED CAUTION: The Engineer Preparing These Plans IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS Will Not Be Responsible For Or Liable For, OF THE DATE OF APPROVAL SHOWN HEREON AND Unauthorized Changes Or Uses Of These Plans. CARRIED FORTH IN A DILIGENT MANNER THE CITY All Changes To The Plans Must Be In Writing ENGINEER MAY REQUIRE REVISIONS TO THE PLANS And Must Be Approved By The Preparer Of TO BRING THEM INTO CONFORMANCE WITH These Plans. CONDITIONS AND STANDARDS IN EFFECT d (IN.) x, (IN.) y: (IN.1 TABLE - 2: OCEAN OUTLET SLOPED PROTECTION BARRIER 3 I/2 6 3 4 7 3 1/24 112 8 4 5 Box SIZEN0. 4F HINGE �tERTICAL BAR TOP' FRAME SIDE -FRAME BOTTOM FRAME FT.? ( MINGES SIZE SIZE (INCHES) MEMBER SIZE MEMBER S12E MEMBER SIZE 4x4 2 .12' 2 1/2x5/8. C 5x9 C 5x9 TS 3x3x.250.R O 4x6 2 12' 3 3/4x518 C 6x15 C 6x8.2 T5 4x2x.313 W 4x8 2 12' 5 1/44/5 C $x1$.75 C $x11.5 TS 6x2x.250 6x4 2 18' 1/2x518 C 60 C 6x8.2 TS 4x3x.3t3 X fixe 2 18' 3.3/4x5/8 C 6x13 C.£x8.2 TS 4x4x.500 $x$ 2 1$' 5 1/4x5/8 C 8x18.75 ' C 8x11.5 TS 6x4x:375 ir 4 6x10 S!$�' 6 I/ X51p8 C,+ 9x2D �G/�9xi3.4� T{S� 7x4x.375 m 8x4 +2�' 3 IL" •2 I/2x5/8 C 5x9 C 5X9 TS 3x3x.250 Z 0 8x6 3 12' 3 314x5/8 C 6X)3 C 00.2 TS 4x3x.250 #3x8 3 12' 5 1/4x5/8 C 8x18.75 G $x11.5 TS 6x2x.250 W 840 3 12' 6 1/2x5/8 --C 9x20 C 9x13.4 TS 7x3x,254 1016 3 18' 3 3/44/8 C 643 C 6x8.2 TS 4x4x.313 IL I,i I- Ioxe 3 i$' S i/4x5/$ C 8x18.75 C 8x11,5 TS 6x4x.313 a loxlo 3 t8' 6~1/2x5!8 C Sx2p C 9x13.4 TS 7x3x..313 12x6 3 24" 3 3/44/8 C 7x14.75 I -C 7x9.8 TS 5x4x.313 O a F /2x8 3 24' 5 1/4x518 C• SxI8.75 C 8x/1,5 TS 6x4x.375 wm 12x10 3 v24' .6 1/2x5/8 C 9x20- C 9x13.4 TS 7x4 x.375 34x6 3 ' 24" 3 3/4x5/8 C 80$.75 C 8xll.5 TS 6x4x.375 w a w 0 < )4x8 . 3 24" 6 1/4x5/8 C $x[8.75 �:_Cex11.5 TS 6x6x.375 ro 14x10 - 3 240 6 1/2x5/8 C 9x20 C 9x/3.4 TS 7x5x.500 PIUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAFTER STANDARD PLAN + 360-0 SLOPED PROTECTION •- ARRIER SHEET 3OF 8 Notice To Contractor: SHOULD CONSTRUCTION OF THE REQUIRED CAUTION: The Engineer Preparing These Plans IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS Will Not Be Responsible For Or Liable For, OF THE DATE OF APPROVAL SHOWN HEREON AND Unauthorized Changes Or Uses Of These Plans. CARRIED FORTH IN A DILIGENT MANNER THE CITY All Changes To The Plans Must Be In Writing ENGINEER MAY REQUIRE REVISIONS TO THE PLANS And Must Be Approved By The Preparer Of TO BRING THEM INTO CONFORMANCE WITH These Plans. CONDITIONS AND STANDARDS IN EFFECT d (IN.) x, (IN.) y: (IN.1 5 2 1/2 3 I/2 6 3 4 7 3 1/24 112 8 4 5 94 5 PL 1 1/2'x9xO' BURN AND GRIND 1178' HOLE F OR BOLT- , SECTION I" -F BOTTOM FRAME MEMBER u SECTION E, -E '2' EYE BOLT. ASPHALTIC XER SO-SOLT• MOVEO AFTER TOP FRAME MEMBER F +. i SIDE FRAME MEMBER "I1 2 .172' SECTION B-113 L.� I C T• I N. L•E� � � � � • - . .DETAIL 5/8' VERTICAL BARS .0 62.00, MAX. . EyERY1/4 #--12 --- ----- OT1�1 E R BAR MID -MEMBER L 2 x 2x 3/8 TYP.-- I/4 \-PL 3/8 SAND PLATE EVERY BAR END -WELDED TO ECTION O -C (SH. 1) FLANGES AND WEB OF is ; S IDE - MEMS -R In FOR H = 4' 8i 6'1 BOTTOM FRAME - 1/4 R AIME - 1/4 1112 FOR''Mz 8' 8C MEM8ER I PL1/2x4x0'-8' STAINLESS. STEEL. TYPICAL 3/400 x 5` LONG SIDE I/4 ANCHOR,.B{}LT, TYP. - - - FRAME 4MEMBER BASE PLATE - DETAI-L 'tSH. I et 2). -SECTI,ON D --D (sH. 2I) AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIF NIA CHAPTER STANDARD PIAN 360' ' SHEET -40F8 �►�+► SLOPED ROTECTI N BARRIER PLATE Q. 5EE PLATE 0 DETAIL AOD 4-@5 BARS .24" - WAYS I*O 'STD, PIPE SLEEVE 1 PLATE R SOFFIT SEE DETAIL 'A'--• SEE •_ DETAIL. ImO BOLT 1 1/4' SHEAR PIN, STAINLESS STEEL PL 1/2, - STAINLESS STEEL -NUT S WASHER sr . T 12+ HINGE DETAIL csw i a v PLATE R tOFF11 tr TYP. in 1/2' ,..j 2.0 DOUBLE EXTRA ETYPYI STRONG STAINLESS STEEL PIPE .DETAIL. ftAm. -2*0 DOUBLE EXTRA STRONG STAINLESS STEEL. PIPE TYP. SEE SM. 4 SECTION H -H .ISL 114 x 1 1/2 -SHEAR PIN DETAIL ,Bn SECTION J -J 11/1- HOLI TYP PL 1/2 PL 7/8 x 6 x 0'-9* STAINLESS STEEL. PLATE R SECTION 1-1 3/16 PLATE 0 DETAIL TYP.- AMERICAN PUBLIC WORKS AS OCIA11ON - SOUTHERN CALIFORNIA CHAPTER STANDARD PL 14 30,0 - SLOPED PROTECTION BARRIER SHEET 5OF0 PLANS PREPARED BY QROq� Prepared Under The Supervision Of. FSSICITY W Fu"N"I"ANA, C Associated Enginee, STORM DRAIN IMPROVEMENTS W BRUCE W. LYON Drawn By: Scale: 3311 East Shelby Avenue No, 31920 �i VAD LYTLE CREEK PLAZA Ontario, California, 91764 TEL. (909) 980-1982 � Exp. 12-31-04 � Design By: PM 14 /!1D PHASE 2 Date: FAX: (909) 941-0891 ` .4 C I V 1\- �� Date: /11401001t B W F OF C �`�FChecked By: P VED B : Drawing No.: C_ A.E. JOB No. 00-096 REV. REVISION DESCRIPTION DATE ENGR. CITY DATE Bruce W. Lyon RCE 31920 B WL DATE: 31 f C-7 CITY ENGINEER R.C.E. 51152 S P _ AN ;S ..-t_PYRIG {.•TE Du Y AS-S0,.,_'r'. tE_D a. INGIN E E ii```3_ _1083 NO. 130-096 1 4-02