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Home My WebLink About1815-153/." n1A nir-v unl c — 3/4 s l /411 �2 /e /z /8 3/1 I I 22" DIAMETER CLEAR OPENING •s.'�� ' ' ' ., 23 3/a' DIA. COVER r i N h LX .2 MA rl PAP npizrulNr. - MATERIAL: CAST IRON (ASPHALT COATED OR GALVANIZED) NOTES I. SEATS OF FRAME AND COVER SHALL BE MACHINED TO PREVENT NOISE. 2. TOTAL WEIGHT OF FRAME AND COVER APPROX. 130 LBS. 3. MINIMUM CLEAR OPENING 22" DIAMETER. ALL OTHER DIMENSIONS ARE NOMINAL. ALHAMBRA A-1530 OR EQUIVALENT SAN BERNARDINO COUNTY ROAD DEPARTMENT DATE: P.v. C. 7•65 F _„ John R. Shane COUNTY HIGHWAY EN,�iNEE=t MANHOLE FRAME a COVER — FOARKWA'i1'' 204 I "'W,' (4' M I' FOR LENGTHS OVER 7'A SUPPORT BOLT SHALL BE USED (SEE STANDARD 42060) A • I I 2#4 BARS / FRAME I (EXTRA) (l FRAMElCOVER STD NO. 204' � I I ( / CUR LINE 4'R/ FLOLINE 1/4 EXPANSION CDA MATERIAL 18 is 8 41/2" 2'� LOPE 1/4":1' I �T'' ' • ' CURB OPENING DETAIL STD. NO.206a • GALV. STEEL T PS I • .:' BELOW MANHOLE I • . LOCAL DEPRESSION ' S EE S T D. N 0.20 CL.5E3'CD�S/C�P�T� to 4, ' X r ;4'.' a • ' 12" D.C. PIPE TYPE a SIZE SHALL BE - - •' SHOWN ON PLANS ' THICKNESS SHALL BE SHOWN ON _ PLANS FOR METAL PIPE. 12 O.C. 12" 7' - 1" to 8' . 0„ 6.. # 4 @ SLOPE FLOOR I" PIER FOOT I •`• MIN. FROM ALL DI ECTIONS 4, - 0" ,; . , • . TROWEL SMOOTH I • ' ' * OPTIONAL ELE1V. S OWN JOINTS ON LA 6" 1 4 @ 12" 5, . 1,, to 6, - 0" 6" # 4 " DETAIL OF REINFORCEMENT SECTION A -A 6" 3' - 0" AROUND PIPE 1. ALL REINFORCING SHALL BE # 4 BARS at 12" O.C. BOTH WAYS IN TOP SLAB AND WALLS. 1„ 0„ 2. CATCH BASIN SHALL BE CONSTRUCTED OF CLASS "A" CONCRETE. 3. CURB 8 GUTTER ADJOINING CATCH BASIN SHALL BE CONSTRUCTED PRIOR TO CONSTRUCTING TOP OF CATCH BASIN. SAN' B RNARDIN O COUNTY 1 RAN& D-ZPAR TMENT 't I t 8" # 4 @ I -TYPE �. . ►z-�.� John R. Shone " # 4 @ 2 O� '£,.¢0, O� �."� :t�00;','�s�'101'i 1 �.TGI SAS IN 6" t I iYpwilul+++.� a#Pu%'.+�K+Jw.•C.1.FiR^��O•tJ-ti.ln St-•-':tvf_••....y._.��f••,••.>^o.iaC.e'au'°.,RN'@wfn'a6f...y...e_rsw. u—. wnrfr.em. :v!•s. +.¢8t2Cfr+sr.•�. T X `'T�— Vertical reinforcing 14 @ 18" max., for horizontal reinforcing, see table. � I 1 1/2' ciearanca typical 2" Typical�-- TYPICAL BOX SECTION 1Q" . 14„ > 1 3/4" 6 suel bars, hot dipped galvanized STEP DETAIL NOTES 1. Concrete shall be 560-C•3250 unless otherwise noted. 2. Reinforcing steel shall comply with this drawing unless otherwise specified. 3. Reinforcing steel shall be intermediate grade deformed bars conforming to latest ASTM specifications. 4. Bendi shall be in accordance with latest ACI code. 5. Minimum splice length for reinforcing shall be 30 diameters. 6. Floor sh31l have a wood trowel finish and, except where used as junction boxes, shall have a minimum slope of 1" per foot toward the outlet. 7. Depth V is measured from the top of the structure to the flowline of the box. 8. Wall thickness and reinforcing steel required may be decreased in accordance with table above. 9. Wall thickness shall be stepped on the outside of the box. 10. When the structure depth V exceeds 4', steps shall be cast into the wall at 15 inch intervals from 15" above floor to within 12 inches of top of structure. Where possible place steps in wall without pipe opening, otherwise over opening of smallest diameter. 11. Alternate step may be an approved steel reinforced polypropylene step. Revision I By Approved Date SAN DIEGO REGIONAL STANDARD DRAWING RECOMMENCED BY THE SAN DIEGO REGIONAL STAHOAROS COMMITTEE Notes lu 4C INLETS AND CLEAN0UTS cao,aiti,w R.C.E 19801 Usti - I NOTES AND DETAILS DRAWING RD-11 BOX SECTION REINFORCEMENT MAXIMUM SPAN X or Y DEPTH V THICK- HOR. & FLR. NESS T REINF. " to 4, 4' • 0" 6,. i 4 1 4, - 1" to 7' - 0" 6" 1 0 4 @ 12" 7' - 1" to 8' . 0„ 6.. # 4 @ ,. 3' - 0" to 4, - 0" 4' -1„ $, 0,. 6" # 4 @ 18" 4' - 1" to 5, - 0" 6" 1 4 @ 12" 5, . 1,, to 6, - 0" 6" # 4 " 6' - I" to 8' -0" 6" # 4 @ 6" 3' - 0" to 4' . 0•• 8, to 12' 1„ 0„ 6" # 4 @ 15" 4' - 1" to 5' - 0" 8" # 4 @ 12" 5' 1" to 6, - 0" " # 4 @ 8" 6' 1" to 8' - 0" 8" # 4 @ 6" 3, - 0" to 4, - 0" 12' - to 16' - 1" 0" 6" # 4 @ 12" 4' - 1" to 5, - 0" 8,. , 4 @ 12" 5' 1" to 6' - 0" 8" # 4 @ 8" 6' - 1" to 7' 0" 8" # 4 7' - 1" to 8, - 0" 8" # 5 @ 8" 3, - 0" to 4, - 0" 16' • 1" to 20' 0" 8" # 4 @ 12" 4, - 1" to 5' - 0" 10" # 4 @ 12" 5' 1" to 6' - 0" 101, 4 @ 8" ' . 1" to 1' 0" 10" # 4 @ 6" 7' - 1" to 8' - 0" 10" # 5 @ 8,. 3, - 0" to 4' • 0" 20' - to 24, - 1" 0" 8" f 4 @ 12„ 4, - 1" to 5' - 0" 10" # 4 @ 12" 5' 1" to 6, - 0" 10" # 4 @ 8" 6' - 1" to 7' - 0" 10" 4 @ 7' - 1" to 8' - 0" 12" # 5 @ 8" NOTES 1. Concrete shall be 560-C•3250 unless otherwise noted. 2. Reinforcing steel shall comply with this drawing unless otherwise specified. 3. Reinforcing steel shall be intermediate grade deformed bars conforming to latest ASTM specifications. 4. Bendi shall be in accordance with latest ACI code. 5. Minimum splice length for reinforcing shall be 30 diameters. 6. Floor sh31l have a wood trowel finish and, except where used as junction boxes, shall have a minimum slope of 1" per foot toward the outlet. 7. Depth V is measured from the top of the structure to the flowline of the box. 8. Wall thickness and reinforcing steel required may be decreased in accordance with table above. 9. Wall thickness shall be stepped on the outside of the box. 10. When the structure depth V exceeds 4', steps shall be cast into the wall at 15 inch intervals from 15" above floor to within 12 inches of top of structure. Where possible place steps in wall without pipe opening, otherwise over opening of smallest diameter. 11. Alternate step may be an approved steel reinforced polypropylene step. Revision I By Approved Date SAN DIEGO REGIONAL STANDARD DRAWING RECOMMENCED BY THE SAN DIEGO REGIONAL STAHOAROS COMMITTEE Notes lu 4C INLETS AND CLEAN0UTS cao,aiti,w R.C.E 19801 Usti - I NOTES AND DETAILS DRAWING RD-11 ;J V4" I OPTIONAL ANCHOR (1/2"x 6" STUDS) 7 N 1050 u N = 16 GALV. STEEL 3 � �" � STEEL ANCHOR AT 3'— 0'' O.C. MAX. ANGLE �2—,� 1/_ ( ) LENGTH SHALL BE OPENING WIDTH PLUS 12 INCHES STEEL ANGLE - ANCHOR NOTES: 1. A PLAIN ROUND GALVANIZED STEEL PROTECTION BAR 3/4" IN DIA. SHALL BE INSTALLED AND EMBEDED 6"AT EACH END. Z. ALL EXPOSED METAL PARTS SHALL BE GALVANIZED. (EXCEPT FRAME AND COVER) 3. SUPPORT BOLTS SHALL BE UNIFORMLY SPACED BUT NOT TO EXCEED 7'ON CENTER. 4. STEEL ANGLE SHALL BE BENT TO MATCH CURB ALIGNMENT. SAN SERNARDINO COUNTY TRANS. DE FIT. U ATO H BASIN � John R. Shone OPENING BOG Dii"raaac� u 1 'ansoortation f ` CATCH BASIN WALL i 1 a STEPS SHALL BE ALHAMBRA FOUNDARY A-3320, A-3315 OR EQUAL. 'a 3/41 0 I NOTES: I. STEPS— NONE REQUIRED WHERE "V" IS 3'-6" OR LESS. INSTALL ONE STEP 16"= ABOVE FLOOR WHEN VIS MORE THAN 3'-6• a LESS GALVANIZED STEEL STEP THAN 5L -O" WHERE ''V" IS MORE THAN 5'-0" STEPS SHALL BE EVENLY SPACED @ I2"* INTERVALS FROM 16% ABOVE THE FLOOR TO WITHIN 12'; FROM THE TOP OF THE BOX. PLACE STEPS IN WALL WITHOUT PIPE OPENINGS AND UNDER MANHOLE. SAN EERNARDINO COUNTY TRANS. DEPARTMENT CATCH BASIN STEELPLATE `- J IZ-%-q John R. Shone2E)fi 1 Director of Transportation GALVANIZEDSTEEL STEP iYl�9�t/.S�OLE f,?.9iY�E F A --C01��PP�P.5�9y F' �Y�9RG�/Y�� Gil 20�WG I 12" # 4 f`-1 around opening Transition to normal 1 , curb height in 10 ft. Galy. steel angle on both sides unless continuous and Wing, where occurs otherwise noted protection bar. — N I one or both sides # 4 [J-@ 6 -See drawing D 12 See note 7 B 1 C I I C I I I I —4 Curb Line Fi4" radius 4" radius D] w• i I'v #4@12" • — — 6„ T A � B SECTION B—B I Edge of Gutter • Curb Line PLAN # 4 @6" Y + 10" 10" unless otherwise L # 4 @ 12" 344 � shown Length shown on plans UP 3,. • I #4 10 #41 1 �.. C_ 6"• I I L_-- min. > �_.�� 3" clr. -- Rounded pipe ends 1 see drawing D-61 7 1/2" Elev shown on plans I /c+--- 4 - # 4 around pipe 12 :1 0 J Slope floor 12:1 towards outlet T Y T .�—_ ►— T 4` 0.. T Determined by pipe size .... A' min, 8' max. SECTION C—C SECTION A—A NOTES: 1/." R ,\ „ 2. Types are designated as follows: (no wing) 8, (one wing) B-1, (two wings) B-2. 3. Exposed edges of concrete shall be rounded with a radius of 1/2". SLOPE 1/4'� I LEGEND ON PLANS 5. Concrete gutter to match adjacent gutters. 15' Type B-1 inlet 6. An expansion joint shall be placed at the ends of the inlet where the curb is to adjoin. ° 17—I—p1 8. Surface of top slab shall be sidewalk finished to drain toward street at a slope of 1/4" per foot. 9. Maintain 1 1/2" • - clear spacing between reinforcing and surface unless otherwise noted. J st N Q ILL. Revision By Approved Date Notes � • ..rJ. S. 7-79 C \ U '\/ f V4 v Rebar _0:1 = DRAWING D-2 PROTECTION BAR 3/4" 0 GALVANIZED / 1/2" ROUND STIRRUP 4.GUTTER. FLOW u • - -- { •• . , "x 1-9" SUPPORT BOLT • (ALHAMBRA FOUNDRY A-1572 OR EQUAL) _ _ 12 a .' • • .- 4 ,' OPTIONAL HOOK I 8" STEEL ANGLE & SUPPORT BOLT DETAIL F • 6" MIN. —� ;J V4" I OPTIONAL ANCHOR (1/2"x 6" STUDS) 7 N 1050 u N = 16 GALV. STEEL 3 � �" � STEEL ANCHOR AT 3'— 0'' O.C. MAX. ANGLE �2—,� 1/_ ( ) LENGTH SHALL BE OPENING WIDTH PLUS 12 INCHES STEEL ANGLE - ANCHOR NOTES: 1. A PLAIN ROUND GALVANIZED STEEL PROTECTION BAR 3/4" IN DIA. SHALL BE INSTALLED AND EMBEDED 6"AT EACH END. Z. ALL EXPOSED METAL PARTS SHALL BE GALVANIZED. (EXCEPT FRAME AND COVER) 3. SUPPORT BOLTS SHALL BE UNIFORMLY SPACED BUT NOT TO EXCEED 7'ON CENTER. 4. STEEL ANGLE SHALL BE BENT TO MATCH CURB ALIGNMENT. SAN SERNARDINO COUNTY TRANS. DE FIT. U ATO H BASIN � John R. Shone OPENING BOG Dii"raaac� u 1 'ansoortation f ` CATCH BASIN WALL i 1 a STEPS SHALL BE ALHAMBRA FOUNDARY A-3320, A-3315 OR EQUAL. 'a 3/41 0 I NOTES: I. STEPS— NONE REQUIRED WHERE "V" IS 3'-6" OR LESS. INSTALL ONE STEP 16"= ABOVE FLOOR WHEN VIS MORE THAN 3'-6• a LESS GALVANIZED STEEL STEP THAN 5L -O" WHERE ''V" IS MORE THAN 5'-0" STEPS SHALL BE EVENLY SPACED @ I2"* INTERVALS FROM 16% ABOVE THE FLOOR TO WITHIN 12'; FROM THE TOP OF THE BOX. PLACE STEPS IN WALL WITHOUT PIPE OPENINGS AND UNDER MANHOLE. SAN EERNARDINO COUNTY TRANS. DEPARTMENT CATCH BASIN STEELPLATE `- J IZ-%-q John R. Shone2E)fi 1 Director of Transportation GALVANIZEDSTEEL STEP iYl�9�t/.S�OLE f,?.9iY�E F A --C01��PP�P.5�9y F' �Y�9RG�/Y�� Gil 20�WG I 12" # 4 f`-1 around opening Transition to normal 1 , curb height in 10 ft. Galy. steel angle on both sides unless continuous and Wing, where occurs otherwise noted protection bar. — N I one or both sides # 4 [J-@ 6 -See drawing D 12 See note 7 B 1 C I I C I I I I —4 Curb Line Fi4" radius 4" radius D] w• i I'v #4@12" • — — 6„ T A � B SECTION B—B I Edge of Gutter • Curb Line PLAN # 4 @6" Y + 10" 10" unless otherwise L # 4 @ 12" 344 � shown Length shown on plans UP 3,. • I #4 10 #41 1 �.. C_ 6"• I I L_-- min. > �_.�� 3" clr. -- Rounded pipe ends 1 see drawing D-61 7 1/2" Elev shown on plans I /c+--- 4 - # 4 around pipe 12 :1 0 J Slope floor 12:1 towards outlet T Y T .�—_ ►— T 4` 0.. T Determined by pipe size .... A' min, 8' max. SECTION C—C SECTION A—A NOTES: 1. See Standard Drawings 0.11 & 0.12 for additional notes and details. 2. Types are designated as follows: (no wing) 8, (one wing) B-1, (two wings) B-2. 3. Exposed edges of concrete shall be rounded with a radius of 1/2". 4. When V exceeds 4' steps shall be installed. See Standard Drawing D-11 for details. LEGEND ON PLANS 5. Concrete gutter to match adjacent gutters. 15' Type B-1 inlet 6. An expansion joint shall be placed at the ends of the inlet where the curb is to adjoin. 7. Provide 1/4" tooled groove in top slab in line with back of adjacent curb. 17—I—p1 8. Surface of top slab shall be sidewalk finished to drain toward street at a slope of 1/4" per foot. 9. Maintain 1 1/2" ----1 (-• clear spacing between reinforcing and surface unless otherwise noted. 15' — RECOMMENDED BY THE SAN DIEGO SAN DIEGO REGIONAL STANDARD DRAWING Revision By Approved Date Notes � • ..rJ. S. 7-79 REGIONAL STANDARDS COMMITTEE CURB INLET - TYPE B Reference P Coo,nin,to, R Cl 19807 D,I` Rebar _0:1 = DRAWING D-2 Dash line NUMBER � ��o� t;ssiaNgl� MF°RT NBS/LOWRY RECORD DRAWINGS 4,777 Information Obtained From Client's Records OF p ' NBS's Records Contractor's Records 9y Date 1_/////110