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Home My WebLink About2720-4AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER F DI F MANHOLE PIPE TO PIPE MAIN LINE ID = 36" OR LARGER)320-0 STANDARD PLAN PAOJOINTID BY COOPERATIVECOMMIAPWATTEE .IgNT COOPERATIVE COMMITTEE SLOPED PROTECTION BARRIER SYM. ABOUT C. SEE HINGE DETAIL r. EDGE OF CONCRETE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION A�(SH. 5. 6 E7) SHEET I OF 6 ROUNDED TO 3'R D BARS 41 B! a I 4x 4 FILLET. TYP. TABLE OF VALUES FOR M (SEE NOTE 1) 3' OC (SH. 4) _ 0 SECTION ,PAVED MAX. TOP FRAME MEMBER �1_� II HINGES SIZE A -A 3'-6' MEMBER SIZE MEMBER SIZE _ C -C N' SIDE FRAME MEMBER 2 //RSP 3• PL 3/8 SAND PLATE C 5x9 tC CLEAR I I I I I I I I I I I I I I I I (OCEAN OUTLETS ONLY) Tito 4x4 _LU=Lj=L=LLU U_LjjA'I[;j+C (SH. 4) SII Ixl/2 3'-3' LONG I 171 nITyrr MID-MEMBERT r u w z - a J L3x3x3/8' SEE NOTE 2 2x1/2 C 4x7.25 5/8' FLAT VERTICAL TS 2x2x.250 4-•4 H BARS D BARS BARS 0 6' OC MAX. 2 -•3 TIE BAR 3x1/2 +D (SH. 4) 3'-0• LONG TS 3x3x.250 ° ¢ BOTTOM FRAME 6x4 N r 18' MEMBER C 4x7.25 SEE NOTE 9 MID -BUMPER. SAME -► x� NOTES: A D SIZES. zz-m DETAIL SIZE AS BOTTOM IT2 �L I. FOR FRAME MEMBER 2x1/2 C 4x7.25 FRAME MEMBERN SEE TABLES ) a 2. SH. 3. a F LONG 3' OC CON' T. 2. FOR GENERAL NOTES, 18- 3x1/2 C 5x9 SEE SH. S. (SEE NOTE I) . THREE HINGED INLET/OUTLET BARRIER TO INSIDE EDGE OF 2 18' LIFTING LUG. SEE PLAN MANHOLE. SEE NOTE 2 FOR RCB LIFTING LUG DETAIL 0 0 (SHAFT NOT SHOWN) z SEE HINGE DETAIL 12- SYM. ABOUT tA(SH. 5. 6 a 7) 12'-0' MIN. 1.1 H � � SEE NOTE 9' OI PIPE SEAT LEVEL. TS 2x2x.250 n SH. 8 aI SEE NOTE 8 3 00 E BARS STREET AND COVER PER -. m Fw Wa a M N -H TOP FRAME MEMBERAT I/4 12' 3x1/2 I SIDE FRAME MEMBER , EVERY TS 3.3x.250 3 1 1 1 1 1 1 I I I I I I EVERY 1/4 3 CLEAR I I I. I I ICI I +CISH: 4) °BARB 25' m C 6x10.5 TS 4.5x4.5x.250 'I'III �4��=_��_ I I D BARS _ ��TH �� _ MID-ME.3MBE3/8' C 4x7.25 J 0 PL 3/8 SAND PLATE BOTTOM P I I2'-4•'2'-4' I P o (OCEAN OUTLETS ONLY) FRAME PER STD.5'x2• PIPE m 5/8' FLAT VERTICAL us MEMBER I..= o W W 0 � a: IOxIO BARS 0 6' OC. MAX. 18' 4 1/2x1/2 PLAN 324 +D (SH. 4) r W W 0 z J II I' FOR H= 4'9 6', FLOW 3 24' 2x1/2 r 1/4 N 1 1/2' FOR H= 8'a 10'TI C 5x9 IT GRADE POINTS. l` I 12x8 3 SEE NOTE 4 I BOTTOM FRAME MEMBER C 5x9 C 5x9 T2 W SEE BASE PLATE DETAIL TIE BAR 5 C SECTION (SH. 4) i ROUND F TWO HINGED INLET/OUTLET BARRIER SECTION A -A 14x6 EDGES FOR RCB 14.6 3 24• NOTE: C 5x9 SPRING LINE TS 3x3x.250 FOR FRAME MEMBER SIZES. SEE TABLES 1 9 2. SH. 3. 5 1/4x5/8 CONCRETE FOR CONNECTION DETAILS. SEE SH. 4. AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER F DI F MANHOLE PIPE TO PIPE MAIN LINE ID = 36" OR LARGER)320-0 STANDARD PLAN PAOJOINTID BY COOPERATIVECOMMIAPWATTEE .IgNT COOPERATIVE COMMITTEE SLOPED PROTECTION BARRIER 360-0 1M r. EDGE OF CONCRETE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION EDGES SHEET I OF 6 FOR UNPAVED F DI F MANHOLE PIPE TO PIPE MAIN LINE ID = 36" OR LARGER)320-0 OPTIONAL OUTSIDE STREETS OCEAN OUTLET SLOPED PROTECTION BARRIER SHEET 4 OF 8 EDGES TO BE r. EDGE OF CONCRETE G. BOTH EDGES 0 R N I A ROUNDED TO 3'R D BARS 41 B! a I TO 3' R TABLE OF VALUES FOR M (SEE NOTE 1) 3' OC S_7REE_T !UNPAVED _ 0 SECTION ,PAVED MAX. r II HINGES SIZE A -A 3'-6' MEMBER SIZE MEMBER SIZE _ C -C N' •3 TIE BAR 2 //RSP R=1D OF SPUR Ct C 5x9 tC 4-•6. E BARS Af Tito 4x4 2 12• Ixl/2 3'-3' LONG C 417.25 TS 2x2x.250 u w z - a J 2 SEE NOTE 2 2x1/2 C 4x7.25 C 4x7.25 TS 2x2x.250 4-•4 H BARS D BARS 4.8 2 -•3 TIE BAR 3x1/2 C 5x9 3'-0• LONG TS 3x3x.250 ° ¢ I 6x4 2 18' Ixl/2 C 4x7.25 SEE NOTE 9 TS 2x2x.250 B a I zz-m DETAIL "N" 18' 2x1/2 C 4x7.25 3 -• 4 J BARS 4'-8' (RINGS AND COVER NOT SHOWN) a F LONG 3' OC CON' T. 2 18- 3x1/2 C 5x9 F ADD'L. BARS 6' OC (SEE NOTE I) . ow F-WW 2 TO INSIDE EDGE OF 2 18' 4 I/2x1/2 PLAN MANHOLE. SEE NOTE 2 TS 4.5x4.5x.250 0 0 (SHAFT NOT SHOWN) z 3 12- - OI PIPE SEAT LEVEL. TS 2x2x.250 X j aI SEE NOTE 8 3 MANHOLE FRAME'` E BARS STREET AND COVER PER -. m Fw Wa a M N GRADE STD. PLAN 630 12' 3x1/2 C 5x9 C 5x9 TS 3.3x.250 w s on o ,Wh 3'� R 3 12'. 4 1/2x1/2 24• C 6x10.5 TS 4.5x4.5x.250 Q. ro I I D BARS 3 18' MANHOLE SHAFT C 4x7.25 J 0 0 a o P I I2'-4•'2'-4' I P o 18' PER STD.5'x2• PIPE m TS 3.5x3.5x.250 I..= o W W 0 � a: IOxIO t 18' 4 1/2x1/2 PLAN 324 SEAT E BARS r W W 0 z J II _ 3 24' 2x1/2 0* N TIE BARS C 5x9 IT GRADE POINTS. l` STEPS 12x8 3 SEE NOTE 4 3x1/2 C 5x9 C 5x9 TS 3.5.3.5x.250 ¢ o aN TIE BAR 5 C SECTION B -B ROUND F F J BARS TS 4.5-4.5x.250 14x6 EDGES ro o 14.6 3 24• TO 3'R C 5x9 SPRING LINE TS 3x3x.250 J m FI R a W r � r zIE 5 1/4x5/8 CONCRETE RINGS 24' •4018' OCINLET C 6x10.5 PER STD. TS 4x4..250 STREET GRADE BOTH WAYS. C 9x20 ELEVATION PLAN 324 31 24 TO BE USEDAPPLIES AT a C 7x12.25 I 5'x I' RING SEAT WHEN .D2 IS THIS POINT OMIT THIS H BARS 60' OR OVER STEP IN ) ANY DEVIATIONS OR MODIFICATIONS TO THIS STANDARD SHALL BE Pt SECTION A -A PLATE V 3 6 3- 3 SEE STREDETS - VARIABLLEE r 5 s ' E BARS ` H BARS 24' _. II •3 OR •4 PUBLIC WALKWAY, THE 'TOP SLAB THICKNESS SHALL BE INCREASED 16' FOR PAVED F 6' c F }� TIE BARS J BARS STREETS, 2'-2' FOR UNPAVED PROMULGATED BY THE AFWA-AGC JOINT COOPERATIVE COMMITTEE MANHOLE PIPE TO PIPE MAIN LINE ID = 36" OR LARGER)320-0 ROUND STREETS OCEAN OUTLET SLOPED PROTECTION BARRIER SHEET 4 OF 8 2I/2' 0 DOUBLE 3• r. 4t/2' G. BOTH EDGES 0 R N I A STAINLESS STEEL TYP, TO 3'R " 41 NO. OF SECTION C -C TABLE OF VALUES FOR M (SEE NOTE 1) SIDE FRAME S_7REE_T !UNPAVED w 3 0 SECTION ,PAVED MAX. _STREET MIN MAX. MIN. II HINGES SIZE A -A 3'-6' MEMBER SIZE MEMBER SIZE _ C -C N' 8 I/2' 1 16' IS' 2 AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER PROMULGATED BY THE AFWA-AGC JOINT COOPERATIVE COMMITTEE MANHOLE PIPE TO PIPE MAIN LINE ID = 36" OR LARGER)320-0 STANDARD PLAN SHEET I OF 3 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION mcmocn W V rnitm[ m[mocn F FRONT ELEVATION NOTES: 1. FOR FRAME MEMBER SIZE. SEE TABLE I. SH. 3. CONNECTION DETAILS SH. 4. x o z v f SECTION G -G \_SEE BASE PLATE DETAIL (SH. 4) RCP OUTLET PROTECTION BARRIER AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN 360-0 SLOPED PROTECTION BARRIER SLOPED PROTECTION BARRIER SHEET 2 OF 8 NOTES I. WHEN DEPTH M FROM STREET GRADE TO THE TOP OF.THE BOX IS LESS THAN 2`-10 1/2' FOR PAVED STREETS OR 3'-6' FOR UNPAVED STREETS, CONSTRUCT MONOLITHIC SHAFT PER SECTION C -C AND DETAIL 'N". SHAFT FOR ANY DEPTH, OF, MAY BE CONSTRUCTED PER SECTION C -C: WHEN DIAMETER DMS 48' OR LESS. CENTER OF SHAFT MAY BE LOCATED PER NOTE 2. 2. CENTER OF MANHOLE SHAFT SHALL BE LOCATED OVER CENTER LINE 0F STORM DRAIN WHEN DIAMETER DI IS 48' OR LESS, IN WHICH' CASE PLACE E BARS SYMMETRICALLY AROUND SHAFT AT 45a WITH CENTER LINE AND OMIT J BARS. 3. L AND P SHALL HAVE THE FOLLOWING VALUES UNLESS OTHERWISE SHOWN ON THE PROJECT DRAWINGS: A. D2=96' OR LESS, L=5'-6'. P=5' B. D2 OVER 96'. L=6'-0'. P=8' L MAY BE INCREASED OR LOCATION OF MANHOLE SHIFTED TO MEET PIPE ENDS. WHEN L GREATER THAN THAT SHOWN ABOVE IS SPECIFIED, D BARS SHALL BE CONTINUED 6'OC. 4. STATIONS OF MANHOLES SHOWN ON PROJECT DRAWINGS APPLY AT CENTER LINE OF SHAFT. ELEVATIONS ARE SHOWN AT CENTER LINE OF SHAFT AND REFER TO THE PROLONGED INVERT GRADE LINES. 5. REINFORCEMENT SHALL CONFORM TO ASTMA 615. GRADE 40. AND SHALL TERMINATE II/2" CLEAR OF CONCRETE SURFACES UNLESS OTHERWISE SHOWN. 6. FLOOR OF MANHOLE SHALL BE STEEL TROWELED TO SPRING LINE. 7. BODY OF MANHOLE SHALL BE POURED IN ONE CONTINUOUS OPERATION EXCEPT THAT A CONSTRUCTION JOINT WITH A LONGITUDINAL KEYWAY MAY BE PLACED AT SPRING LINE. 8. THICKNESS OF THE DECK SHALL VARY WHEN NECESSARY TO PROVIDE A LEVEL SEAT BUT SHALL NOT BE LESS THAN THE TABULAR VALUES FOR F SHOWN ON TABLE SH. I. 9. D BARS SHALL BE •4 FOR D2=39' OR LESS, •5 FOR D2=42' TO 84' INCLUSIVE AND e6 FOR D2=90' OR OVER. 10. CENTER LINE OF INLET PIPE SHALL INTERSECT INSIDE FACE, OF CONE AT SPRING LINE U' C- �S OTHERWISE SHOWN. 11. STEPS SHALL CONFORM TO STANDARD PLAN 635 OR 636 UNLESS OTHERWISE SHOWN. STEPS SHALL BE UNIFORMLY SPACED 14' TO 15" OC. THE LOWEST STEP SHALL NOT BE MORE THAN 24' ABOVE THE INVERT. 12. THE FOLLOWING CRITERIA SHALL BE USED FOR THIS MANHOLE A. MAIN LINE = 36" INSIDE DIAMETER OR LARGER. EXCEPT IF MAIN LINE RCP DOWNSTREAM OR MANHOLE IS 36' TO 42" INSIDE DIAMETER AND MAIN LINE RCP UPSTREAM IS 33" OR LESS STANDARD PLAN 321 SHALL BE USED. B. THE OUTSIDE DIAMETER OF THE LATERAL MUST BE LESS THAN OR EQUAL TO 1/2 THE INSIDE DIAMETER OF THE MAIN LINE. IF THE UPSTREAM AND DOWNSTREAM DIAMETERS OF THE MANHOLE ARE NOT THE SAME. THE GOVERNING INSIDE DIAMETER OF THE MAIN LINE SHALL BE CONSIDERED T0 BE THAT WHERE THE EXTENDED CENTER LINE OF THE LATERAL ENTERS THE MANHOLE. C. IN NO INSTANCE SHALL THE INSIDE DIAMETER OF THE LATERAL TO THE MANHOLE BE GREATER THAN 30". 13. MANHOLE FRAME AND COVER SHALL CONFORM TO STANDARD PLAN 630 - UNLESS OTHERWISE SHOWN. 14. MANHOLE SHAFT SHALL CONFORM TO STANDARD PLAN 324 UNLESS OTHERWISE SHOWN. 15. WHERE A MANHOLE SHAFT - 36 -INCH WITHOUT REDUCER IS SPECIFIED REFER TO STANDARD PLAN 326. 16. WHERE A PRESSURE MANHOLE SHAFT - WITH ECCENTRIC REDUCER IS SPECIFIED REFER TO STANDARD PLAN 328. 17. WHERE A PRESSURE MANHOLE SHAFT - 36 -INCH WITHOUT REDUCER IS SPECIFIED REFER TO STANDARD PLAN 329. THE FOLLOWING STANDARD PLANS ARE INCORPORATED HEREIN: 324 MANHOLE SHAFT - WITH ECCENTRIC REDUCER 326 MANHOLE SHAFT - 36 -INCH WITHOUT REDUCER 328 PRESSURE MANHOLE SHAFT - WITH ECCENTRIC 329 PRESSURE MANHOLE SHAFT 36 -INCH WITHOUT REDUCER 630 24 -INCH MANHOLE FRAME AND COVER 633 36 -INCH MANHOLE FRAME AND COVER 635 STEEL STEP 636 POLYPROPYLENE PLASTIC STEP AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN 320-0 SHEET 3OF3 MANHOLE PIPE TO PIPE MAIN LINE ID=36" OR LARGER J AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER 0 SLOPED PROTECTION BARRIER SLOPED PROTECTION BARRIER TABLE I: INLET/OUTLET SLOPED PROTECTION BARRIER OCEAN OUTLET SLOPED PROTECTION BARRIER SHEET 4 OF 8 2I/2' 0 DOUBLE 3• r. 4t/2' G. BOTH PLATE U DETAIL 0 R N I A STAINLESS STEEL TYP, S " BOX SIZE NO. OF HINGE VERTICAL BAR TOP FRAME SIDE FRAME BOTTOM FRAME w 3 0 _ 3 wFTj II HINGES SIZE SIZE (INCHES) MEMBER SIZE MEMBER SIZE MEMBER SIZE HINGES N 2 12' 2 1/2x5/8 C 5x9 C 5x9 TS 3x3x.250 .•.. 0 Tito 4x4 2 12• Ixl/2 C 4x7.25 C 417.25 TS 2x2x.250 u w z - a 4x6 2 12' 2x1/2 C 4x7.25 C 4x7.25 TS 2x2x.250 Z � u; 4.8 2 12' 3x1/2 C 5x9 C 5x9 TS 3x3x.250 ° ¢ mWW N 6x4 2 18' Ixl/2 C 4x7.25 C 4x7.25 TS 2x2x.250 W a: zz-m 6x6 2 18' 2x1/2 C 4x7.25 C 4x7.25 TS 2.5x2.5x.250 a 6x10 6x8 2 18- 3x1/2 C 5x9 C 5x9 TS 3.5x3.5x.250 am ow F-WW 2 6x10 2 18' 4 I/2x1/2 C 6x10.5 C 6x10.5 TS 4.5x4.5x.250 0 0 0 y W N 8x4 3 12- Ixl/2 C 4x7.25 C 4x7.25 TS 2x2x.250 X j a0i 8x6 3 12' 2x1/2 C 4x7.25 C 4x7.25 TS 2.5x2.5x.250 m Fw Wa a M N 8x8 3 12' 3x1/2 C 5x9 C 5x9 TS 3.3x.250 w s on o ,Wh 8x10 3 12'. 4 1/2x1/2 C 6x10.5 C 6x10.5 TS 4.5x4.5x.250 Q. ro V) m W ' 10.6 3 18' 2x1/2 C 4x7.25 C 40.25 TS 2.5x2.5x.250 0 a o 'Mm z 3 loss 3 18' 3x1/2 C 5x9 C 5x9 TS 3.5x3.5x.250 I..= o W W 0 � a: IOxIO 3 18' 4 1/2x1/2 C 6x10.5 C 6x10.5 TS 4.5x4.5x.250 W 0 z J N Z W M W a 12x6 3 24' 2x1/2 C 5x9 C 5x9 TS 3x3x.250 0 0 a M F 3 12x8 3 24• 3x1/2 C 5x9 C 5x9 TS 3.5.3.5x.250 ¢ o aN r w W OF0 12x10 3 24' 4 1/2x1/2 C 6x10.5 C 6x10.5 TS 4.5-4.5x.250 14x6 z a ro o 14.6 3 24• 2x1/2 C 5x9 C 5x9 TS 3x3x.250 J m FI R a W r � r zIE 5 1/4x5/8 14x8 3 24' 3x1/2 C 6x10.5 C 6x10.5 TS 4x4..250 a mr0 C 9x20 14x10 31 24 4 1/2x1/2 C 7x12.25 C 7x12.25 I TS 5x5x.250 AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN 360-0 SHEET 3 OF 8 SLOPED PROTECTION BARRIER SLOPED PROTECTION BARRIER TABLE 2: OCEAN OUTLET SLOPED PROTECTION BARRIER SHEET 4 OF 8 2I/2' 0 DOUBLE 3• r. 4t/2' G. BOTH PLATE U DETAIL 0 R N I A STAINLESS STEEL TYP, S 18" HINGE o BOX SIZE N0. OF HINGE VERTICAL BAR TOP FRAME SIDE FRAME BOTTOM FRAME _ 3 W x H (FT) II HINGES SIZE SIZE (INCHES) MEMBER SIZE MEMBER SIZE MEMBER SIZE PL 5/8 4x4 2 12' 2 1/2x5/8 C 5x9 C 5x9 TS 3x3x.250 .•.. 0 4x6 1 2 I 12' 3 3/4x5/8 C 6x13 C 6x8.2 TS 4x2x.313 `K 4x8 1 2 1 12' 5 1/4x5/8 C 8x18.75 C 801.5 TS 6x2x.250 4IL •D• 3 6x4 1 2 18' 2 I/2x5/8 C 6x13 C 6x8.2 TS 4x3x.313 SECTION L -L N ¢ 6x6 2 1 18' I 3 3/4x5/8 C 6x13 C 6x8.2 TS 4.4x.500 W a: 6x8 2 IS' 5 1/4x5/8 C 8x18.75 C 8x11.5 TS 6x4x.375 a 6x10 2 18' 6 1/2x5/8 C 9x20 C 903.4 TS 7x4x.375 2. co z 8x4 312' 2 1/2x5/8 C 5x9 C 5x9 TS 3x3x.250 I 0 8,6 3 12' 3 3/4.5/8 C 6x13 C 6x8.2 TS 4x3x.250 �... v 8x8 3 12' 5 1/4x5/8 C 8x18.75 C 8x11.5 TS 6x2x.250 w F 0 8x10 1 3 12 6 1/2x5/8 C 9x20 C 9x13.4 TS 7x3x.250 10x6 3 18' 3 3/4x5/8 C 6xI3 C 6x8.2 TS 4x4x.313 It a w SEE I. -a IOx8 3 18' 5 1/4x5/8 C 8x18.75 C 8x11.5 TS 6x4x.313 2720 W F aJ IOx10 3 18' 6 1/2x5/8 C 9x20 C 9x13.4 TS 7x3x.313 ►* ,P/#A CITY ENGINEER R.C.E. 25126 0 O W 12x6 3 24' 3 3/4x5/8 C 7x14.75 I 'C 7x9.8 TS 5x4x.313 --_------ z¢ 12x8 3 24' 5 1/4x5/8 C 8x18.75 C 8x11.5 TS 6x4x.375 N a� war 12x10 3 24' 6 1/2x5/8 C 9x20 C 9x13.4 TS 7x4 x.375 O OJ PL 1/4 x 2 5. 8x18.75 C TS 6.4x.375 w o 14x6 3 I 24' I 3 3/4x5/8 C 8x11.5 DO oar 14x8 3 24' 1 5 1/4x5/8 C 8x18.75 C 8x11.5 TS 6x6x.375 a F- mer 14x10 1 3 24' 1 6 1/2x5/8 C 9x20 C 9x13.4 TS 7-5x.500 AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN 360-0 SHEET 3 OF 8 SLOPED PROTECTION BARRIER 3.1 3- fE 1 PL.ATE 0. SEE 1 1/4' SHEAR PIN, PLATE 0 DETAIL 1'0 BOLT STAINLESS STEEL 2'0 DOUBLE EXTRA in TR 0 S ONG STAINLESS ADD 4-•5 rn a PL I/2. 2' STEEL PIPE BARS 20' STAINLESS • _T t ' • 4 x 4 LONG. BOTH STEEL 3/16 r: 3' I 13• I FILLET WAYS 1 I r TYP. (TYP. Ini ITYP. , • G 1'0 STD. ( ' PIPE I 3' Dr SLEEVE (TYP.)I i i'I NUT a PLATE R I o'l` WASHER \ SOFFIT a SEE SH. 4 SEE DETAIL 'A• H ~E 20' 4-5 BARS LONG. BOTH WAYS CLEAR SEE ~ x N SECTION H -H d : r - - - (IN.) (IN.) (IIF * DETAIL SECTION E -E 5 2 1/2 3 1/2 p - - --- - - 6. 3 4 1 1/4'.16 1/2' EYE BOLT. f-• PL 1/4 z 1 172 7 3.1/2 4 1/2 SEAL WITH ASPHALTIC TOP FRAME H x 0'-1 1/2' BOND BREAKER SO BOLT MEMBER CAN BE REMOVED AFTER SHEAR PIN 8 4 5 1/4' CONCRETE CURES 3- 6• 3. 9 4 5 ---- DETAIL "Be 9. HINGE CLEARANCE Ft I tF 12" HINGE DETAIL (SH. 1 a 2) DETAIL BURN AND GRIND I PL 7/8 x 6 x 0'-9'. 1 I/8' HOLE FOR SIDE STAINLESS STEEL. BOLT _ ---- FRAME PLATE R �+ PLATE R MEMBER -� 2 I/2' 5-r4 SECTIONB-13 (SH. 1) SOFFIT it ) �+i LIFTING LUG TYP. DETAIL' -- I -- --T-- - PL 1/2 -- 3/16 TYP. SECTION F -F 5/8' VERTICAL BARS MID -MEMBER I/2' t• 2'0 DOUBLE EXTRA ® 6' OC, MAX. L 2 x 2 x 3/8 (TYP.) I STRONG STAINLESS STEEL PIPE \ BOTTOM FRAME --- ------ DETAIL "A" SECTION 1-1 MEMBER EVERY I/4 I-12 I \ OTHER BAR 6' r3* 3• TYP. I/4 PL 3/e SAND PLATE 1 1/16'0 \ EVERY BAR END PLATE - HOLE. - WELDED TO SECTION C -C (SH. U I TYP. FLANGES AND WEB OF _ ip \ SIDE MEMBER V FOR He 4' a 6' BOTTOM FRAME ° 1 ZD m ,0 t/ FOR H= 8' 9 10' MEMBER -- - - -- - /2 -e- - PL 1 x 4 x 0'-8' h I I I STAINLESS STEEL. �. TYPICAL 3/4'0 x 5' LONG SIDE 1/4 ANCHOR BOLT, TYP. - -- FRAME MEMBER SECTION J -J PLATE 0 DETAIL BASEPLATE DETAIL (SH. 1 a 2) SECTION D -D (sm. I) AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN 360-0 4F SLOPED PROTECTION BARRIER PL 1/4 x I I/2 I S 20't-y3p-! SHEET 4 OF 8 r4V P12, M J exmTam avu rwwx[s I� Heodwa/ a endwo8 7. PNM 2O' z•r4 J- Baa July I, 1992 ,,. I"M AC rI QP f1. rtx s Peon JersovA� o.rz •B- son. ---tTT /'p' 2 r4, stn, 0 /2 r t B p - /2 Md/on tj 2, rot 3 r 4 J P •„ crvx 4•rn - r -'w4 - 3rBe ror.J _ ♦JP/B Iron( tae a r r l '• 1 18J2 i y:y 2 -ra P 2_-4P/Bslc, Par jt /d- `4E3P/2, (Al ^ 'SMprof fi// exP.. /i/lN -4 L3 a /7 i or e"/ -SAW ddve/Z1 3-14 FL. r >-!44@ /8, $ic b -OW& r `o0s/8 i B• 6, ' .0 224 _ _ _ _ 24, oh, W// ap� De/d/ E Lbnstp. E .. - >r r40/8mox. o CLf-off ed/ Z TYPICAL Fog MAX/MUM H'> /0S/ope vies, if • neooLWl TYP/C44 FOR MAX/MUM H'S b' to //ol p'Ly}. 2-'t i/ ofteroo ive bo/ldn is used /O nroffwo// 6.P headwall Allrrnenve bottom of cul -off wall. K ex 'J. ht/N PART LONG/TUO/NAL SECTION /o'ew orJwoB amw pL p. I- ' , fipef,cvved TYPI'C.4L h"LW AG7X/MUM %I'>A7' TYA'CAL FOR MAX/MUN }I'S ,V' to morn aloe 114 tm 0 /2' Note RCP shown. Meta/ Floe similauceP! eft -hot. the me 've do? 4• P/2'.L.Vfh wrks END £L EVA TION -' - expansion Jn/nf Oita use nota bolts /9' ! spacing. wingwa/1 to inotoh ml�0 et honsinon. 2'c/. - r4 9• Sze and AI provided by marufactunr. P k 4-4. Ill W14 welded wiry If of Mostrsaned, tA/iel is tars shown P 6• r4, - cl. . p, fabric .Const 'f " ' -�: / B N • ., &I wall spacers 2:r ..� • �t . kvo Aradws a eidwo/l. v W/TNOUT ST/FFENINC BEAM Apron SECTION F -F SECT/ON A -A A' rod r/2 s4 back faxr Ape Walihilsii JJI�- of w See folk below arped ww,v&l 0 9T a , ' soMurch ped wupwoll a •3 r8 Z .N. Sriftening beam For transverse rentf -, 4 - - 9'mn. E lend wo/l spacers Y'1 -Tl_0. Hvnta `_�_. hro Aeadwoa a n+dwo//. Leve/� Fa number and are o/ waTooler��wo// rl }} r✓a'nM/ 10 /=0" Rdok if ntnsmry I Mrs see Tobk rooA De/w. , p� (Afar spring -Ane, Nanixk Are Cmsf jt v ond'into sloe -'r, = • . w .`, enenson oho hoos ,ear exlexAm pp Nbtped _19wall aD _ � I evt-a/ wap and headwo// /� dio d. E auAroN, i/ poss,b/e.l a endwo//. /l7 db. tt /-mar. E 9 :' I F,IHf, bah sides at O! asoJmH,ind. SECT/ON B -B W ''4 spacer) P /2 7 ' Ta of skpe *415'0' obese/J PAP -c". -I 4 0/8 a I 4T exP i/ /i//N, '4 . she %f > to, AL,'c' ALTERNATIVE WARPED WINGWALL e41iB I �\♦ w e' Use where additional prdecnm b Mr of /!4'kr max H' S 10'" p/ehy, // , 1 C i 4 p /8'. embankment is rev/red. /f al vpstream end, SECT/ON C -C 7:0'Ax ,nae. YJ'> /O' '40 - Neer is not shown. /B Able: Ekmen/sporo Ais /=0'rfwve N , 'a 0.4. ff w/l ore , _--____' Jha MK. ' AmS p' }r� ,F?"t ekmeiw F0' DETA/L E 0- is 2-0' "lwn N > 10' �7 ,W a r" of sloe _ L PLAN STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTION Tu o/stpe PIPE CULVERT Nates + Nb//r dasgned /a 2' surcharge; earn bad" 120 icu. ft, eguivaled Nvld Wessunr - ml/cuN HEADWALLS, E N D W A L L 3 Vary bbl wwped w// unihvm/r hon, Myt of cut-off wF# to !hof at heodxo// a endwa/l, for max. H' > 1z'. AND WARPED WINGWALL S E/er'a , Ang/r of fore , and rad S/opr' (as grplyJ on shown W lh► pions. NO SCALE D86S Underground Service Alert CALL TOLL FREE 1-800 226-2700 TWO WORKING DAYS BEFORE YOU DIG AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN SLOPED PROTECTION BARRIER 360-0 SHEET S OF 6 STEEL PIPE 4-•5 N 4F 2- PL 1/4 x I I/2 I S 20't-y3p-! 4 I/2' 2I/2' 0 DOUBLE 3• 1 1/4' 0 SHEAR PIN 5/16 4t/2' G. BOTH PLATE U DETAIL 0 R N I A STAINLESS STEEL TYP, S 18" HINGE I.STD.EVES DETAIL "D"' PLATE T�(- F 0 PL 7/8 x 9 x 0'-9 Mt I •� ted PLATE T' 5/16 TYP. 11/2' 6' 11/2' 5/16 SANNBERNARDINOTMLRIDIAN SASESHbWN c PL 5/8 TE ob -: NUT a 1 1/2' SHEAR PIN STAINLESS STEEL I .•.. WASHER FIT 'C' ----- X PL 5/8 DETAIL `K >N L --- ----- --- SH. 4 (TYP.) 4IL •D• _ _______ _ M SECTION K -K SECTION M -M N SLOPED PROTECTION BARRIER ' i 1 PL 1/4 x I I/2 I C, 4 I/2' 2I/2' 0 DOUBLE 3• 9' 4t/2' x 0'-1 1/2' PLATE U DETAIL 0 R N I A EXTRA STRONG PIPE SHEAR PIN 18" HINGE DETAIL (SH. I a 2) DETAIL "D"' PLATE T�(- F 0 PL 7/8 x 9 x 0'-9 Mt I •� ted PLATE T' 5/16 TYP. 11/2' 6' 11/2' 5/16 SANNBERNARDINOTMLRIDIAN SASESHbWN c Y= -: ON RECORD OF SURVEY FILbD IN BOOK 1 1/2' SHEAR PIN STAINLESS STEEL I NOTES SOFFIT ----- 58 PAGE 5 OF RECORDS OF SURVEY WAS USI=D AS THE BASIS OF BEARINGS PL 5/8 5/16/TYP f, L 2' 0 DOUBLE EXTRA I. WHENEVER RCB SIZE FALLS BETWEEN SIZES SHOWN ON THE TABLE. FOR THIS MAP (TYP.) I STRONG STAINLESS + SCALE. STEEL PIPE PL 3/4 DETAIL "C" SECTION L -L 9' 1.0 STD. DESIGNED: SUMMIT AVENUE 1 PL 7/8 x 9 x 0'-9' 1 1/16.0 <,- OF THE INLAND EMPLRE ym PIPE SLEEVES -•a�•.o HOLES. I (TyP.I 3. _ Srf. '(D4C , CHECKED: T� TYP. 2. ALL FRAME MEMBERS SHALL BE ASTM A 36 STEEL OR BETTER. PLATE V SECTION M -M PLATE S DETAIL AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER N SLOPED PROTECTION BARRIER ' i 1 ZD C, PLATE S DETAIL AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN 360-0 SHEET 6 OF 8 SLOPED PROTECTION BARRIER ' HOLES. TYP. STANDARD PUN 360-0 SLOPED PROTECTION BARRIER BASIS OF BEARINGS: rn PLATE U. SEE 1'0 BOLTS ' 2I/2' 0 DOUBLE 3• A N PLATE U DETAIL 0 R N I A EXTRA STRONG PIPE RAILROAD SPIKE AT INTERSECTION THE BEARING OF N89°30'06" ALONG THE NORTH LINE OF SECTION 30 CITY OF F 0 T 5/16 TYP. OF CITRUS AVE. AND LOS CEDROS SANNBERNARDINOTMLRIDIAN SASESHbWN ADD 4-•5 BARS 20' in -: ON RECORD OF SURVEY FILbD IN BOOK 1 1/2' SHEAR PIN STAINLESS STEEL I NOTES Lorlc, BOTH WAYS ON THE EAST SIDE OF CITRUS AVE. 58 PAGE 5 OF RECORDS OF SURVEY WAS USI=D AS THE BASIS OF BEARINGS I. WHENEVER RCB SIZE FALLS BETWEEN SIZES SHOWN ON THE TABLE. FOR THIS MAP DRAWN BY:SIERRA I LAKES I SCALE. PL 3/4 THE NEXT LARGER SIZE SHALL BE USED. 1.0 STD. DESIGNED: SUMMIT AVENUE 1 ' <,- OF THE INLAND EMPLRE ym PIPE SLEEVES -•a�•.o I (TyP.I 3. _ Srf. '(D4C , CHECKED: 2. ALL FRAME MEMBERS SHALL BE ASTM A 36 STEEL OR BETTER. PLATE V NUT a WASHER I No . 14814 3. ALL HINGE ASSEMBLIES' AND BASE PLATES SHALL BE STAINLESS DETAIL SHEET V �... X PHONE (909) 948-1311 * STEEL. SOFFIT N v SH. 4 04 SEE DETAIL 'E' sT9jFOF JOB NO. �+ > _ In SECTION N -N SHEET NO. 4. THE CONTRACTOR SHALL MAKE ANY NECESSARY MODIFICATIONS TO ALLOW FOR THE SIMPLE REMOVAL OR INSERTION OF HINGE PINS IN SEE ENGR'S CITY - Q �- Z /-9g �p 1 °Q�tiQ 826-1163 ;' . ' 2720 4.OFL�. z -� ORDER TO INSTALL OR REMOVE THE PROTECTION BARRIER. ENDS DETAIL •F' APPROVAL - - - - - - - - - ►* ,P/#A CITY ENGINEER R.C.E. 25126 OF HINGE PINS SHALL BE THREADED IN ORDER THAT NUTS AND DETAIL SHT -- SUMMIT INT. SD - 21[0,231]PF: 1154 916 23 -Mar --_------ ---- DWG. DATE: 3-17- 0D LOCK WASHERS WILL BE FLUSH WITH THE HINGE PIPE. THREADS BEYOND THE NUT FACE SHALL BE DAMAGED TO PREVENT REMOVAL. N PL 1/4 x 2 5. ALL FRAME MEMBERS SHALL BE GALVANIZED AFTER FABRICATION. 6' 12. 6. It 0'-2' SHEAR PIN 6. IF FIELD WELDS ARE NECESSARY, GALVICON, GALVALLOY OR DETAIL "F° AGENCY APPROVED EQUAL SHALL BE USED FOR COATING. 24" HINGE DETAIL [SH. I a z) 7. MID -BUMPER SHALL BE USED FOR 3 HINGED BARRIERS. it PLATE V PL 7/B x 12 x P -o'. 8. ) ANY DEVIATIONS OR MODIFICATIONS TO THIS STANDARD SHALL BE Pt �Q I I tP PLATE V 3 6 3- APPROVED BY THE AGENCY. 9. AT OCEAN OUTLETS OR WHEREVER THE TOP SLAB SERVES AS A TYP. 5/16 II PUBLIC WALKWAY, THE 'TOP SLAB THICKNESS SHALL BE INCREASED }� N SOFFIT BY 3- IN ORDER TO PROVIDE A RECESS FOR THE HINGE TOP PLATE. ----- THE RECESS SHALL BE BACKFILLED WITH GROUT AND SMOOTHED AS ------- PL 3/4 SHOWN. �O 5/16 TYP. \ IO. PROTECTION BARRIERS FOR RCB CONDUITS SHALL BE SLOPED TO I/2' (TYP.) 2 1/2' 0 DOUBLE EXTRA STRONG PIPE + SWING OPEN IN THE DIRECTION OF FLOW. DETAIL "E" SECTION 0-0 II. MEMBERS SHALL BE SELECTED FROM TABLE I UNLESS OTHERWISE NOTED. 12' PL 7/8 x12x1-0' 12. DESIGN LOADS: 3. 6 3 1/16.0 A. INLET/OUTLET: BULKED EFD = 85 PCF HOLES. TYP. B. OCEAN OUTLETS: 1. 1800 PSF @ SAND PLATE AREA 2. 600 PSF @ LOWER OPEN AREA ase causry "aur. t led No I01srneo ave. angle. 2'N' 1-9 r• - s. e. erlgh. July I 1992 7]971 RANT ){{" Square bare ..•.6�2� • i AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANDARD PUN 360-0 SLOPED PROTECTION BARRIER BASIS OF BEARINGS: rn B. OCEAN OUTLETS: 1. 1800 PSF @ SAND PLATE AREA 2. 600 PSF @ LOWER OPEN AREA ase causry "aur. t led No I01srneo ave. angle. 2'N' 1-9 r• - s. e. erlgh. July I 1992 7]971 RANT ){{" Square bare ..•.6�2� • i AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANDARD PUN 360-0 SLOPED PROTECTION BARRIER BASIS OF BEARINGS: SHEET 7 OF 8 AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANDARD PUN 360-0 SLOPED PROTECTION BARRIER BASIS OF BEARINGS: SHEET 8 OF S Spot wekie NOTES ANGLE L bl ferrous metal coupling band connection hardware shall be galvmlxed or electroplated m In accordance with the Standard SPeciflcatlons. 2. Dimensions a alone and thicknesses shown are m Inimum. -S of welds 7. Spot welds ehol develop Inlmum reoulred strength of strop. tr= oo II o x. FII bt weld" of equivalent strength may be Brite bats o „ eubstltuted for spot volas a rlvets. / S. Dimension depends upon whether end aonatlon Is nos w or nos down. _ " a reN �9"I RCP ro. �2" 00 00 -� " v ' - _ _ � � G9 RGP IlAaao EARrHCA. , ^ Q 8/QE OFMVCH-TYP. SIDE VIEW SIDE VIEW SIDE VIEW r ANGLE SINGLE BAR AND STRAP DOUBLE BAR AND STRAP Z CONCRETE /M ENcASEMENT 4)01 N SHALL BE ¢20- C- 2000 0' 3 - #4 CQVT. ' RoRTL4ND GCMENT CONCRETEVe Z -- 3..D/ 8 V eR .•o w d ® 5� ' Cl Joint sealant ,IIRNIN pp ~ y n `{$�W }}yy,,�� o� whin realont _ - _ •',• / u," - xt .n_ .l'ix4e' �,• "! s \ I I'" O(0 aa� A, SECTIO SECTION SECTION SECTION - l i` �- . " T1 E -E RCc"`n f e 1t ""- .+ r"i°` I _ TI s =e cr lv, i "` 110.69E3 c'�i) m H-4 HUGGER BAND H-6 HUGGER BAND H-10 HUGGER BAND H-12 HUGGER BAND ¢ 8-I!C.P. SEWER P,+l3T +•. e., d /u' CT7 ENC,45EMENT 'Ott T9.� tr E c D`f it, FU?Nit WI �� w f or G`J" r,'V.,NICH fr HAVE�frNr- /I- i�'Ci:h� . ?.•!TOTHEt?CCU x_°vTsA5 ' � DETA - CONCRE7E fWA5EME/V T FOR 6 SEWER CROSS/N� #� N��{TF� L/lUEt, II HUGGER COUPLING BANDS �O - {¢ STATE OF CALFORNIA IV. T• S. - _. ____ - _ - ,» A RESULT Y 1 , -i✓'. DEPARTMENT OF TRANSPORTATION CORRUGATED METAL PIPE / Y COUPLING DETAILS NO. 4 HUGGER COUPLING BANDS NO SCALE FD_ 97D PLANS PREPARED FOR I KAUFMAN & BROAD jATTN- MR. MIKE PEARSON 1801 CORPORATE CENTER DRIVE`'°`�`'�"�` SUITE 201 ,POMONA, CA. 91768-2641 ,PHONE: (909) 802-1100 3 IQEWRID 09AWWO ICAY- (0(101 QA'7-1111 BENCH MARK: # 615 BASIS OF BEARINGS: N A N A CALIF 0 R N I A RAILROAD SPIKE AT INTERSECTION THE BEARING OF N89°30'06" ALONG THE NORTH LINE OF SECTION 30 CITY OF F 0 T OF CITRUS AVE. AND LOS CEDROS SANNBERNARDINOTMLRIDIAN SASESHbWN AVE., IN POWER POLE NO. 9011E ON RECORD OF SURVEY FILbD IN BOOK ON THE EAST SIDE OF CITRUS AVE. 58 PAGE 5 OF RECORDS OF SURVEY WAS USI=D AS THE BASIS OF BEARINGS ELEVATION:- 1467:139 LE FOR THIS MAP DRAWN BY:SIERRA LAKES SCALE. PREPARED IN THE OFFICE OF MADOLE AND ASSOCIATES, INC. S DESIGNED: SUMMIT AVENUE AS SHOWNTN ' <,- OF THE INLAND EMPLRE ym M 171N LAA � Srf. '(D4C 10601 CHURCH STREET STE . 107 m 9 CHECKED: ✓O DATE: RANCHO CUCAMONGA, CA 91730 No . 14814 DETAIL SHEET V PHONE (909) 948-1311 * Exp: 3-31-01 * 04 h sT9jFOF JOB NO. � VIVIP DWG. NO. SHEET NO. 00 8/11/06 ENGR'S CITY Q �- Z /-9g �p 1 °Q�tiQ 826-1163 APPROVED . ' 2720 4.OFL�. z -� APPROVAL DATE APPROVAL DATE J.I. MADOLE R.C.E.14814 DATE ►* ,P/#A CITY ENGINEER R.C.E. 25126 *P* DETAIL SHT FOR SUMMIT INT. SD - 21[0,231]PF: 1154 916 23 -Mar -99 04:01 PM / 826-1154-1 DWG. DATE: 3-17- 0D