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Home My WebLink About2644-5r i :SUPPORT BOLT AND FACE PLATE (120 mm (4 1/211 TOP SLAB) DRILL AND TAP HOLE AND INSTALL D + E A 20 mm x 32 mm (3/4• x 1 1/40) '} DIA. STD. PIPE (TYP.) SEE NOTE 3 CURB LINE 180 mm (70) _ 3-15M (04) BARS X (W '+ 150 mm(6')) STAINLESS STEEL SOCKET SET 51 mm (2 SCREW WITH 10 mm (3/8') _ SEE CAP DETAIL 1S2 mm (6') 5 mm 11/4.1 RADIUS IN ADDITION TO REINFORCING RECESSED HEX HOLE ALL SYMMETRICAL 30 mm STEEL PER APPLICABLE CATCH 20 mm (3/4') DIA, I THREADS TO BE NC. _ 8 mm•x 254 mm (1 1/4') /Bp E: BASIN STANDARD PLAN PICK HOLE ABOUT (5/16 x 10) �i� E •t 50 mm x 25 mm I J FACE PLATE �t_... - r 7 ^� o (2 x i) DIAMOND ~` ' & mm 1 43MAT 3 mm (1/8•) �� AGENCY DESIGNATED °••p: �+ '• 19 mm ( (/ } - SLIP JOINTS DEEP �` '�INSCRIPTION. ALL N °• 3 4" DIA(, ) ALLEL TO TOP OF WALL (TYP. • LETTERS 25 mm (l') •o. I"' (3) HIGH S1 mm (2') DIA. STD. PIPE E ao a..�.,. : ..E ; I LLATION, a. 3 a`� , e 9•E N LOCKING d' T P XPAN ON `D /" o DEVICE / E•� 'WALL SLOE O 0 AIN r w J / 'a' / TOP 8 NON -SHRINK GROUT P T R EXPANSION 65030'.oa,`-�/ \ c� END - TYPE ENO OF 152 mm 6' 229 mm 9' MIN w o p F \ / INSTALL 1, 2 OR 3 W Wf�LI. '. RADIUS+� A M •� .\� // 22 $•1 LOCKING o, a A w WrW 4 ``• `� r ��\r`'ti DEVICE _' r rncr_ rl, • P ?e •^,, 1176 mm 3' MIN DIA. A ` , a�u 30 mm A� •• �� L OCKING DEVICE 83 mm . o E SECTION A --A (1 1.4) ' TYP A ' �, 1� � l± ^� HEX. NUTS E 2 mm (I /!m -' - N � �---o---- �- E• 30 350 mm (14") 2 mm (1/16') S NTE HOLE N1 P/8■) O 2 m A EE 0 3 m 5 mm (1/4') L LATE M- t7/e•) _� t\j' RADIUS 3 mm (1/8•) •) .SIDE.. SECTION 10 mm (3/8.1 DIAMETER COUNTERSINK -25 mm t1') C.C. ON PLAN I I 51 mm (2') DIA. sm. PIPE r Ip ,�N� , � cv M j 13/16') 5/8' (1/2'1 {/2' (!/8) R - --- --- --- -- - -- -- - --- - _.__. SL � / ` SUPPORT BOLT FOR SET SCREW. NONE REQUIRED FOR 'b CURB FACE LESS THAN 180 mm (7'). THREE REQUIRED FOR 180 mm (7') CURB FACE. ADD ONE COUNTERSINK FOR F-, ' 4' E EACH 25 mm tl') OF CURB FACE GREATER THAN 180 mm (7"). tl/8•) R iz E �., T in 6 mm 1 (,600 mm (23 5/8) OUTSIDE DIA. OF COVER `"m m 38 mm E25 mm (11SUPPORT BOLT LENGTH=C,F. PLUS 150 mm (6') DETAIL '8• E E DETAIL 'C' 6 m`�" _ (1-1/2") -----1 E E ch �--�_ 2 mm (1/4') v 76 mm 3 MIN. DIA. I to iv 0 M (7/8•) 2 mm 4 mm ~ TOP OF WALL o' :4 _ ° 0 12 mm a 11 A-18 FOR CURB BATTER LESS THAN 2.12 N (I/2") 3 mm (1/16')R 3/4• E : ,o•, v 38 mm S/2 - 152 mm 6' 'r +• =90 FOR CURB BATTER 2:12 THRU 4.12 \ 5 (I/8•lR p E � ,.,a: u. (1-1/2")D WALL ` I "�� o :`• 5 9 m (22) DIA.. e , • e `''s' o MIN DIA 15' MIN BEND ,.. =AS SHOWN ON PLANS FOR ALL OTHER o''• ` CURB BATTER= ;*��y .•Q ' .-...,.i.-.,._._ : m o Q - o ,-,• ,..a _ CLEAR OPENING Q: o... a• a 25 mm x ° 4:.. :.ri::o. TYPE 1 TYPE 2 (1"� MIN E D E . B �559 mm i�2'.� 01 A. CLEAR OPENING I :, E TYPE B �• ... T r __� .Q :e''�:4d, o .e •4 a Ev N.. SECTION B-8SECTION SECTi dN A--,4 0 S N p 51 mm 13 mm (1/2') DIA. OPENING FOR CONC. DETAIL n i� a (2„) STD. PIPE SEE NOTE 3 PLACEMENT (TYP.) 8 mm X 254 mm LOCATE SPANS IN (5/16•X10') _L c 1 .29m INTERIOR FAGS OF CATCH FACE PLATE SEGMENT 9 T . 1O BASIN END WALL7/ 8 mm X 254 mm T- _ - TYPE 3 CAP 5/16• X 108) (i 4) 50(2) . FACE PLATE r � E� / / N END DETAILS -SIDE VIEW INSTALLATION DETAIL DI fmm . PIPE ") � E N � � DtA.' STD. PIPE x � 3 mm 1 8 20 mm (3/4•) DIA. E ^ +T ;� � ..� � E _ OR 151 mm (2 } � S.T.Q. Pti�E 1 51mm(2)D, rw 1-4 HOLE (TYP.} �+ = Eiv50 mm r E pit;. EXTRA mm (1/41 cL 3 mm (1/8 ) E 75 moi (2 y IN V 6 50(2) e OUTLINE WHERE o S?.RONG PIPE • o (3.) 20 mm(3/4') 1 (1/4) E RIB JOINS RIM to P OSTS o -:-- SQUARE 16 mmX38 mm E� I �- FINISHED C , UNLESS OTHERWISE NOTED: E ' 300 mm'I E HOLES (5/8'X1 1/22) E `# - �� E r OUTLINE WHERE - N E N CARRIAGE ,� E 1 E iv SURFACE N RIBS JOIN NON -SH INK OUTS EN U2') - 50 mm � �--- D = 175 mm (71p) 0 o BOLTS AND M -`} 2•) = o _ 10 mm 20 mm 10 mm E = 150 mm 6" OR T - 25 mm i" WHICHEVER IS LESS 1 m � HEX. NUTS N t a► M 16 mm (5/8') R t3/8') (3/4') (3/8') MINIMUM E IS 75 mrn 3" ( )� s ' �.. TOP OF WALL + „ GAP IN RIM OF COVER 32 mm ti I/4') SAME ANGLE ( ) %.- E ; = E ANCHOR OPPOSITE PICK HOLE THROUGHOUT S = 300 mm (12) MAX, EVENLY SPACED E , -'-- M W = 400 mm (16") MIN- END OF I z �� E SO mm 50 mm 6 mm 50(2) r +� 76 mm (3') �+ M " END ANCHOR (TYP.) 160 mm X 10 mm X (2•) (2•) (I/41 r M FOR MANHOLES AND UNDERGROUND VAULTS: WALL C MIN• DIA. N SECTION C- C 200 mm (6'X3/8'X84) BOTTOM OF MANHOLE COVER DETAIL C SPLICE PLATE 0 i) t I mm ANCHOR S = 400 mm (16") MAX, EVENLY SPACED E (2') (4•I (4') (2■) - W = 350 mm (14") MIN EI JOINT NOTES E ELEVATION END DETAIL SPLICE DETAiL N I. THE CAST IRON USED sNel I rnnl�nQlu wi'ru r� ne•r. ,�_,,o.,► . �•� e••� � -�m NOTES: TYPE C AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER1. 3. STEP ENDS MAY BE TYPE 1, 2 OR 3, AS SHOWN. 2. THE FRAME AND COVER SHALL BE COATED WITH ASPHALTUM OR BITUMINOUS PAINT AFTER TESTING AND INSPECTION. STEPS SHALL BE STEEL CONFORMING TO ASTM A307 AND SHALL BE GALVANIZED AFTER FABRICATION. UNLESS OTHERWISE NOTED, STEPS MAY ALSO BE POLYPROPYLENE STEPS, STEEL REINFORCED, CONFORMING TO STD PLAN 636. -� f; . L _J -, r 1'- �� NOTE: PROMULGATED PROMULGATED BY THE PUBLICWORKS STANDARDS INC., CATCH BASIN FACE PLATE ASSEMBLY STA METRIC ENGLISH UNITS ARE USED, ALL VALUES USED FOR CONSTRUGTION GREEN800KCOMMiTTEE 1984 AND PROTECTION BAR 310 -• 1 ,152 SEE NOTI 3 .1 s EN --U") STAIRWAY' SPACINGS AN TAILS -�- -- ' 5 mm SHOULD BE COMPATIBLE WITH r - ON STEEL 76 mm (3") 6 mm (1 /4")1 7 END CAP SEE 3 NOTE 457 mm LAIN IN THE CENTER OF 40 mm (1-1/2") MIN DIA DRILLED OR FORMED HOLES AND E REV. 1006 A RANGE OF 95% TO 110%. SET WITH HIGH STRENGTH NON --SHRINK GROUT, 40 MPo (6000 PSI) MIN. 3. FOUNDRY IDENTIFYING MARK, HEAT AND DATE SHALL BE CAST ON 'COVER 2. IF STAINLESS STEEL STEPS ARE REQUIRED, THE MATERIAL -SHALL CONFORM TO (1&-6') 52 mm TYP USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS C v 229 ONSTRUCTION 6. THE MANHOLE FRAME AND COVER SHALL BE INSPECTED BY THE ENGINEER THE BOTTOM OF THE AND ON THE INSIDE OF THE FRAME_ ASTM A276, 300 SERIES. 6 PRIOR TO SHIPMENT TO THE JOB SITE. ACCEPTANCE WILL 8E INDICATED 4, IMPORTED COVERS AND FRAMES SHALL HAVE THE COUNTRY OF ORIGIN 3. STEP ENDS MAY BE TYPE 1, 2 OR 3, AS SHOWN. AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER METRIC STANDARD PLAN 635-2 -� f; . L _J -, r 1'- �� NOTE: MARKING IN COMPLIANCE WITH FEDERAL REGULATIONS. 4. BOTTOM STEP SHALL BE A MAXIMUM OF 600 mm (2') ABOVE FLOOR OR SHELF. mm TYP l ENGLISH UNITS ARE USED, ALL VALUES USED FOR CONSTRUGTION 5. WEIGHT OF FRAME SHALL BE 15 Kg (30 POUNDS). WEIGHT OF COVER 5. STEPS WITH TYPE 1 OR 2 ENDS MAY BE CAST IN PLACE, OR PLACED ,152 SEE NOTI 3 .1 s EN --U") STAIRWAY' SPACINGS AN TAILS -�- -- ' 5 mm SHOULD BE COMPATIBLE WITH r - ON STEEL 76 mm (3") 6 mm (1 /4")1 7 END CAP SHALL BE 40 kg (85 POUNDS). ACTUAL WEIGHTS* SHALL BE WITHIN IN THE CENTER OF 40 mm (1-1/2") MIN DIA DRILLED OR FORMED HOLES AND E A RANGE OF 95% TO 110%. SET WITH HIGH STRENGTH NON --SHRINK GROUT, 40 MPo (6000 PSI) MIN. E 444111114444-1-4441 L4.4 4 Z-dF- STEPS WITH TYPE 3 ENDS SHALL BE CAST IN PLACE. v 229 SLIP JOINT DETAIL CAP DETAIL FOR -RAI -L. -END 6. THE MANHOLE FRAME AND COVER SHALL BE INSPECTED BY THE ENGINEER r (9.) I / II �---- PRIOR TO SHIPMENT TO THE JOB SITE. ACCEPTANCE WILL 8E INDICATED 6. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE NOT J 457 mm MIN ' ' - U 2. PROVIDE SLIP JOINTS AT STAIRWAY EXPANSION JOINTS AND AT EVERY 7.31 In (24 FEET) ON CENTER MAXIMUM. 3. MAXIMUM SPACING OF POST SHALL BE 2.44 m (8 FEET) ON STRAIGHT ALIGNMENT 1.83 m(6 FEET) ON CURVED ALIGNMENT LESS THAN 9.14 m (30 FEET) RADIUS. SPACING SHALL BE UNIFORM BETWEEN CHANGES IN ALIGNMENT. BY THE AGENCY'S MARK. EXACTLY' EQUAL VALUES. IF METRIC UNITS ARE USED, ALL VALUES USED FOR �� zo Exp. 03-31-02 AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN METRIC CONSTRUCTION SHALL BE METRIC VALUES. IF ENGLISH UNITS ARE USED, ALL E 7. THE PROOF -LOAD FOR TEST METHOD B OF THE STANDARD SPECIFICATIONS VALUES USED FOR CONSTRUCTION SHALL BE ENGLISH VALUES. BACK OF SIDEWALK - -I N^ - r'-� IS 13,000 kg (28,600 POUNDS). 1 TY OF FON'TAN CALIFORNIA �� J 1711 .- ? INDER JIT CHAUHAN R.C.E. 28466 DATE ,/ EXPIRATION DATE 03-31-2002 INDER ENGINEERING, INC, DRAWN BY: PARCEL MAP NO. 15106 SCALE: • OR METRIC AND ENGLISH UNITS ARE NOT EXACT EQUAL VALUES. IF METRIC VALUES ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL BE METRIC VALUES. IF AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER METRIC STANDARD PLAN 635-2 -� f; . L _J -, r 1'- �� NOTE: STEEL STEP ENGLISH UNITS ARE USED, ALL VALUES USED FOR CONSTRUGTION --U") STAIRWAY' SPACINGS AN TAILS -�- -- ' 5 mm SHOULD BE COMPATIBLE WITH r - ON STEEL 76 mm (3") 6 mm (1 /4")1 7 END CAP SHALL BE ENGLISH UNITS. t 1 '-.00 o I I W� o I a� s -----------" -"1 i t - sTANnAPn PIAN RAn - f- - -_j 1 I . -, - - - -- - - AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN rALIFORNIA CHAPTER STANDARD PLAN TYPE A TYPE C METRIC CATCH BASIN MANHOLE FRAME AND COVER 312-1 HANDRAIL INSTALLATION ON STAIRWAYS 127 mm 5' - ON STEEL 76 mm (3") 6 mm (1 /4")1 7 END CAP t 1 '-.00 o I I W� o I a� s 444111114444-1-4441 L4.4 4 Z-dF- 25 mm (1') SLIP JOINT DETAIL CAP DETAIL FOR -RAI -L. -END NOTES: 1. TYPE 8 OR TYPE C SHALL BE USED WHERE ADJACENT GRADE IS MORE THAN 762 mm (2'•-6") BELOW LANDING OR SIDEWALK FINISHED SURFACE. Q%0, ES.Slij O '� �4z. Cy� �y� 2. PROVIDE SLIP JOINTS AT STAIRWAY EXPANSION JOINTS AND AT EVERY 7.31 In (24 FEET) ON CENTER MAXIMUM. 3. MAXIMUM SPACING OF POST SHALL BE 2.44 m (8 FEET) ON STRAIGHT ALIGNMENT 1.83 m(6 FEET) ON CURVED ALIGNMENT LESS THAN 9.14 m (30 FEET) RADIUS. SPACING SHALL BE UNIFORM BETWEEN CHANGES IN ALIGNMENT. y Q � y u�i Z No. 028466 mm zo Exp. 03-31-02 AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN METRIC �� oFCA��® METAL HAND RAILINGS 606-1 PREPARED UNDER THE SUPERVISION OF:- 9�•� - 1 TY OF FON'TAN CALIFORNIA 7-431-1719 ? INDER JIT CHAUHAN R.C.E. 28466 DATE EXPIRATION DATE 03-31-2002 INDER ENGINEERING, INC, DRAWN BY: PARCEL MAP NO. 15106 SCALE: W. CHAPMAN AVE.,Av ., M SATPAL IMPROVEMENT PLA S AS sSHOWN18181N ORANGE, CA. 92865 DESIGNED BY: BASELINE AVENUE FROM 10+00 TO 12+74 DATE: PHONE (714) 634-8270 INDER SIERRA AVENUE FROM 7+10.50 TO 10+00 FAX (7140 634-1337. CHECKED BY: APPROVED BY: _� � � 7Z 5 REV. � e 4 DATE: *,`y* REVISION DESCRIPTION DATE ENGR. CITY DATE ='IG CITY ENGINEER R.C.E. 25126 DRAIgNG No.: 2644 5 97162511