|
r]
<br />1 1/ 2" D- 3 HOLES
<br />E6UALLv SPACED -
<br />A
<br />PLAN VIEW
<br />ICY PICK HOLE A C.
<br />A.B.
<br />-_J
<br />Undisturbed
<br />basement soil
<br />1"x1 1/4" PICK HOLE
<br />��II 52 /21/8
<br />1 1/4-
<br />1 1/4
<br />24"
<br />31 t/2"
<br />SECTION A -A
<br />3/4" Steel Bar 1/2^� 4"
<br />2 1 17,32"
<br />L� Vent -Optional
<br />30' I F- 5-1/2-
<br />3 3/8"--�----� SECTION IC -C
<br />SECTION B -B NOTE: Frame and cover shall be
<br />machined to assure interchongeobility
<br />and a close. quiet fit.
<br />1 51J FRAME & COVER
<br />(MANHOLE)
<br />/�lzrA 6 over Concrele
<br />Co/lar. �
<br />Finish Grade �n
<br />0 •
<br />a a \ 0
<br />a
<br />i�
<br />Cgqoncrdc Go//a� Cons/iuciion.
<br />(Sf ctPavelmcnta�ra �n
<br />Manhole frame and cover to
<br />conform to Standard Drawing
<br />No.60 Grout fraise to
<br />grade ring. Slope to match
<br />'+ z finish grade.
<br />3" or -6" Precast Reinforced
<br />Concrete Grade Rings as
<br />required.
<br />Precast Reinforced Conccniric
<br />la Manhole Cone.
<br />,nom -
<br />of -
<br />lions.
<br />Tongue and Grooue Joints
<br />ra for Mortar. Mortar all Gra do
<br />Rings and Sections 2:1 miz.
<br />M. H. Pipe Sections
<br />a a p• o
<br />A
<br />1
<br />Grout
<br />v a `
<br />4
<br />Vi.b/c A
<br />ry
<br />Class "Br' Concrete for
<br />base.
<br />° ! ' 4 9
<br />�- , a 4 v. • m q
<br />NOTES:
<br />Precast Reinforced Concrete Manhole Units shall conform to A.S. T.M. 'C-478.
<br />Coaslrucl Pipc Joint al 2fcct maximum from base of Manhold. Flez iblejoini.
<br />Prior approval must be obtained before installing more than 12" of grade rings.
<br />a
<br />MANHOLE TYPE I FOR PIPES Approved by
<br />1 3 " 33" DIAMETER OR SMALLER
<br />City Erigmi,etr
<br />CITY OF STOCKTON Date:
<br />DEPARTMENT OF PUBLIC WORKS Drawing No.
<br />12" _
<br />Dia. or Sq
<br />6" 1--
<br />I-
<br />Standard frame and
<br />cover assembly
<br />Survey monuments
<br />3/4"0 x 30" iron pin
<br />with identification marks
<br />TYPICAL SECTION
<br />1/16" raised letters --/
<br />Cover Lift Frame
<br />I
<br />holes
<br />I 'n Material: Cast iron
<br />1 I
<br />I r
<br />I
<br />1/4• I- I_
<br />2 t /2"-"I _I t
<br />1 1/2" 6" 1/4"
<br />Diameter
<br />SECTION A -A
<br />1 2 SURVEY MONUMENT
<br />FRAME & COVER ASSEMBLY
<br />See Drawing No. 63 For
<br />Location of Cleanout Riser
<br />"Brooks" No./ -SP or 'Christy" No. FJ
<br />or equal concrete cover,
<br />Conform to City Plumbing Code
<br />Latero/ to hou.
<br />Instal/ 450
<br />Wye -Tee combination.
<br />Acceptable Pipe
<br />1. Clay Pipe
<br />2. Cast Iron & Ductile Iron
<br />1-4"Bross cleanout plug
<br />r-�
<br />I
<br />�--• 4" Cleanout Riser
<br />(no hub)
<br />Flexible doints
<br />See Standard Crowing No. R-5
<br />91 y CURB TRANSITION
<br />DETAIL
<br />NOTES:
<br />STTZ(1c7'dR.96 ::S:-r10M O.eO'ftSFt 4r GOArG.
<br />(cGAf'S /3) civ Q.75'A..a !cuss a),
<br />Af2GG y/ /✓moi/MEGOHT
<br />re- VAGUE= 15-
<br />71'r
<br />T( = 3.5•
<br />6 E • A 0641
<br />2
<br />cam�4c>` top ,• ,...
<br />/2"of subgrade --� 1s•--1v--{�
<br />to 95Y RG 2' 2% 2x 2•-•1 2:1 tr»>
<br />.eat
<br />A,. Pe,. -..t
<br />>" .
<br />Bevel Coro Cryo.., rection.)
<br />& siaewolx LOCAL RESIDENTIAL
<br />8 COLLINS COURT
<br />(PRIVATE)
<br />joints
<br />I1
<br />Property Line Properly Line -60' R/W
<br />Face of Curb
<br />4 Riser - I ,� 4"Risen (See Ow _. 64)
<br />(See Owq.64)
<br />!4" PipelosewerMain21f� foP,SewerAljin
<br />i e
<br />0I�
<br />hi m
<br />hl o
<br />CASE / (See Dwg 64) CASE 2 (See Dwg. 64)
<br />TYPE A'CORB, GUTTER TYPE Dor EeCURB
<br />with SIDEWALK GUTTER af/dS/DENALK
<br />Trace wire e/2 or heavier
<br />Propperly[/ Linc I^� tend /2xaboreground-
<br />CASE'2 Iva'fo i2" Ex / ---Depressed r5 °in Walk or
<br />•" Tap of Curb. i 4---�'--
<br />COMMERCIAL & INDUSTRIAL
<br />3•-0" 11
<br />I-- 10 1/2" R
<br />See Detail V-0 2'-0" I
<br />A" 3/4" R
<br />3" a 1/2 1"
<br />Detail "A"
<br />N 3..
<br />o �- •.� r 7 1 2 Depressed letter "W'
<br />or S(two inches
<br />high) In curb to
<br />Three- 5/8" x 24" long steel _ ZL
<br />dowels. greased and wrapped6
<br />one side through every
<br />expansion joint.
<br />TYPE "E" BEVEL
<br />NOTES CURB & GUTTER
<br />1. Construct ekponsion joints 0 200' maximum and of returns, around
<br />poles, hydrants, other fixed objects In sidewalk, and driveways
<br />2. Transverse weakened plane joints shall be constructed O 10' maximum
<br />intervals.
<br />3. All radii are 3/4" unless otherwise noted.
<br />4. Curb, gutter & sidewalks shall have o fine broom finish.
<br />5. All curb return shall be type A curb and gutter.
<br />6. For subgrade "R" value less than 50, place six inches aggregate sub
<br />base under all concrete and compact to 90%. subgrade material under
<br />curb gutter and sidewalk sholl be compacted to 90% relative compaction
<br />to a depth of six inches.
<br />TYPE "E"
<br />rj CURD � GUTTER.
<br />RESIDENTIAL STREETS
<br />Cost )ion Frame and Cover - refer
<br />Top of pavement grcde to detail no. 15, this slwt-
<br />Mortar
<br />Precast reinforced concrete OI z
<br />0
<br />yyrode adjustment rings - =
<br />as required
<br />Precast reinforced
<br />concrete cone
<br />b
<br />All joints mortared and
<br />bonded with mortar on Diam.
<br />both interior and
<br />exterior surfaces
<br />Precast reinforced manhole. 5" Min.
<br />ASTM C478. adjust to 0
<br />proper elevation. (1',2'.3', &, n
<br />4' sections as required) n
<br />`o A `o
<br />Notes: > {, >
<br />Diam. E
<br />1. Eccentric cones shall be
<br />used where specified on
<br />i • ,
<br />the plans.
<br />2. Joints -toy be either keyed , 4_7_y_:_--
<br />or lonvue and groove.
<br />3. Diameter "A• sholl be4.�.- Lowest
<br />48 60", or 72" as Il.
<br />required. Class '8.. concrete for io
<br />base. Pre -cast base
<br />may be used if approved
<br />by the Director of Public Works
<br />3. Acrylonitrile-Butadine-Styrone (ASS) Face of Curb ELEVATION
<br />4, Polyvinyl Cloride (PVC)
<br />ala I
<br />Refer to Standard $Pacifica flora E .�I •+ t' CASE /
<br />•71-1.02 B,C.ESF Insto/I 450 Wye -Tea d' too a NOTE: A V-6" concrete cone may be used if approved by the Director
<br />combination. mlu of Public Works
<br />Alternate house lateral Conneclion $/reef La/erol - Im 4PpctoSow
<br />ferMain. Fc Y
<br />,._ _ x4or Bnc •
<br />Plug (if not connected)-lJ- ------ry /^�
<br />' J To -street sewer main -� P'"9� / \ std. Frame &Cover
<br />�--vl Mortar 1 Cledr
<br />- B -Point of connect/On/
<br />2'-6"
<br />any ofP/pc. 4
<br />Flat slab sholl be used when
<br />1'-6"
<br />l0 City System
<br />6"
<br />2'-0"
<br />Max. depth d does not permit use of
<br />rivited
<br />3/ 4" R
<br />3/4"
<br />, " � ll
<br />'%e connection
<br />New base shall be 1" thicker than
<br />Depressed letter "W'
<br />"S"
<br />t
<br />NOTES (see note Not)
<br />2s• Use precast H-20 load rated
<br />as manufactured by Teichert Precast
<br />-• �6"
<br />1 1/2"
<br />�6" 6•�
<br />or (two inches
<br />Min. or equal.
<br />owner in accordance with the City Plumbing code.
<br />Level line
<br />v
<br />high) in curb to
<br />2. -Al/ facilities below point 'Y' jo. be maintained by the City through
<br />relolive compaction
<br />'a
<br />1"
<br />properly owners cleanout 'C': -
<br />identify service
<br />- toca/ion shol/be delermindeby yhc Engineer at time Subdivision Plans
<br />-_- Compact in 24" max.
<br />3: -When cleanout falls in driveway,inslo//'Christy'No. F -BC or 'Brooks"No./-SP
<br />r
<br />- la en to a minimum
<br />- relative compaction
<br />are submifled for ycntafi✓e a,oprOVahnd fina)approva),sha/)bcby/hc
<br />Gly Eng,nc
<br />FLAT SLAB TOP
<br />ocatians
<br />Compact in 6" la ers
<br />1 2 T'connection to be usednn VCP main line "T" "Y"
<br />to o minimum re olive
<br />compaction of 90%.
<br />10" Min.
<br />O.D. 10" Min. 10" Min.
<br />"
<br />" �
<br />I
<br />Three 5/8" x 24" long steel W-
<br />Water line
<br />dowels, greased and S-
<br />Sanitary sewer line
<br />wrapped one side through
<br />every expansion joint.
<br />TYPE "A"
<br />CURB & GUTTER
<br />NOTES:
<br />1. Construct 3/8" expansion joints 0 200' maximum and 1/4"
<br />returns, around
<br />light poles, hydrants and other fixed objects at sidewalk.
<br />2. Transverse weakened plane joints sholl be constructed 0 12'
<br />maximum
<br />intervals.
<br />3. All radii ore 3/4" unless otherwise specified.
<br />4. Curb, gutter, and sidewalk should hove a broom finish.
<br />5. All curb returns shall be type A curb and gutter.
<br />6. For subgrade "R" value less than 50, place six inches aggregate
<br />subbase
<br />under all concrete and compact to 90%. Subgrode material
<br />under curb gutter
<br />and sidewalk shall be compacted to 90% relative compaction
<br />to a depth of six
<br />inches.
<br />TYPE "A"
<br />ris-)
<br />CURB, GUTTER, & SIDEWALK
<br />COMMERCIAL & INDUSTRIAL
<br />3•-0" 11
<br />I-- 10 1/2" R
<br />See Detail V-0 2'-0" I
<br />A" 3/4" R
<br />3" a 1/2 1"
<br />Detail "A"
<br />N 3..
<br />o �- •.� r 7 1 2 Depressed letter "W'
<br />or S(two inches
<br />high) In curb to
<br />Three- 5/8" x 24" long steel _ ZL
<br />dowels. greased and wrapped6
<br />one side through every
<br />expansion joint.
<br />TYPE "E" BEVEL
<br />NOTES CURB & GUTTER
<br />1. Construct ekponsion joints 0 200' maximum and of returns, around
<br />poles, hydrants, other fixed objects In sidewalk, and driveways
<br />2. Transverse weakened plane joints shall be constructed O 10' maximum
<br />intervals.
<br />3. All radii are 3/4" unless otherwise noted.
<br />4. Curb, gutter & sidewalks shall have o fine broom finish.
<br />5. All curb return shall be type A curb and gutter.
<br />6. For subgrade "R" value less than 50, place six inches aggregate sub
<br />base under all concrete and compact to 90%. subgrade material under
<br />curb gutter and sidewalk sholl be compacted to 90% relative compaction
<br />to a depth of six inches.
<br />TYPE "E"
<br />rj CURD � GUTTER.
<br />RESIDENTIAL STREETS
<br />Cost )ion Frame and Cover - refer
<br />Top of pavement grcde to detail no. 15, this slwt-
<br />Mortar
<br />Precast reinforced concrete OI z
<br />0
<br />yyrode adjustment rings - =
<br />as required
<br />Precast reinforced
<br />concrete cone
<br />b
<br />All joints mortared and
<br />bonded with mortar on Diam.
<br />both interior and
<br />exterior surfaces
<br />Precast reinforced manhole. 5" Min.
<br />ASTM C478. adjust to 0
<br />proper elevation. (1',2'.3', &, n
<br />4' sections as required) n
<br />`o A `o
<br />Notes: > {, >
<br />Diam. E
<br />1. Eccentric cones shall be
<br />used where specified on
<br />i • ,
<br />the plans.
<br />2. Joints -toy be either keyed , 4_7_y_:_--
<br />or lonvue and groove.
<br />3. Diameter "A• sholl be4.�.- Lowest
<br />48 60", or 72" as Il.
<br />required. Class '8.. concrete for io
<br />base. Pre -cast base
<br />may be used if approved
<br />by the Director of Public Works
<br />3. Acrylonitrile-Butadine-Styrone (ASS) Face of Curb ELEVATION
<br />4, Polyvinyl Cloride (PVC)
<br />ala I
<br />Refer to Standard $Pacifica flora E .�I •+ t' CASE /
<br />•71-1.02 B,C.ESF Insto/I 450 Wye -Tea d' too a NOTE: A V-6" concrete cone may be used if approved by the Director
<br />combination. mlu of Public Works
<br />Alternate house lateral Conneclion $/reef La/erol - Im 4PpctoSow
<br />ferMain. Fc Y
<br />,._ _ x4or Bnc •
<br />Plug (if not connected)-lJ- ------ry /^�
<br />' J To -street sewer main -� P'"9� / \ std. Frame &Cover
<br />�--vl Mortar 1 Cledr
<br />- B -Point of connect/On/
<br />pipeor Cann -
<br />action may be used on d// other main line pipe.
<br />Approved by Approved by
<br />1■/�■ CLEANOUT U. HOUSE LATERAL STANDARD STORM
<br />■ V GIY Enainw 7 ry EM,nex •, w
<br />CITY OF STOCKTON Data 11 64 CITY OF STOCKTON Dat•IrrI81Ka 63 ••� DRAIN MANHOLE
<br />DEPARTMENT OF PUBLIC WORKS Drawin No.
<br />DEPARTMENT Of PUBUC WORKS Drawing No. 9
<br />THESE DETAILS ARE FOR GENERAL INFORMATION ONLY. REFER TO CURRENT CITY STANDARDS FOR COMPLETE DETAILS FOR SEINER CONSTRUCTION.
<br />Backfill with materials equal to or
<br />any ofP/pc. 4
<br />Flat slab sholl be used when
<br />1'-6"
<br />l0 City System
<br />and base in quality- New Pavement
<br />I
<br />Max. depth d does not permit use of
<br />rivited
<br />pavement, minimum of 0.25 feel.
<br />, " � ll
<br />'%e connection
<br />New base shall be 1" thicker than
<br />NOTES
<br />existing base, minimum of 0.5 feet.
<br />t
<br />NOTES (see note Not)
<br />2s• Use precast H-20 load rated
<br />as manufactured by Teichert Precast
<br />-• �6"
<br />/ -A// /oci/ilies above point H"lo be installed and maintained by properly
<br />�6" 6•�
<br />(TYp.)
<br />Min. or equal.
<br />owner in accordance with the City Plumbing code.
<br />ompacl in 12" max.
<br />/. When modified Curb, Gutferand Sidewalk, meanderinSidewalks,
<br />j
<br />Frame shall be secured to riser or
<br />A (lot top
<br />2. -Al/ facilities below point 'Y' jo. be maintained by the City through
<br />relolive compaction
<br />or any other specia) cases arc encountered, C)eanouts and other Uti/iiy
<br />slab with cement mortar
<br />properly owners cleanout 'C': -
<br />and shoulders, and
<br />90% outside shoulders.
<br />- toca/ion shol/be delermindeby yhc Engineer at time Subdivision Plans
<br />-_- Compact in 24" max.
<br />3: -When cleanout falls in driveway,inslo//'Christy'No. F -BC or 'Brooks"No./-SP
<br />r
<br />- la en to a minimum
<br />- relative compaction
<br />are submifled for ycntafi✓e a,oprOVahnd fina)approva),sha/)bcby/hc
<br />Gly Eng,nc
<br />FLAT SLAB TOP
<br />(pr equal) Cost Iron Troffic Cover. Brooks" No.3-RT may o/sa be used
<br />Compact in 6" la ers
<br />1 2 T'connection to be usednn VCP main line "T" "Y"
<br />to o minimum re olive
<br />compaction of 90%.
<br />pipeor Cann -
<br />action may be used on d// other main line pipe.
<br />Approved by Approved by
<br />1■/�■ CLEANOUT U. HOUSE LATERAL STANDARD STORM
<br />■ V GIY Enainw 7 ry EM,nex •, w
<br />CITY OF STOCKTON Data 11 64 CITY OF STOCKTON Dat•IrrI81Ka 63 ••� DRAIN MANHOLE
<br />DEPARTMENT OF PUBLIC WORKS Drawin No.
<br />DEPARTMENT Of PUBUC WORKS Drawing No. 9
<br />THESE DETAILS ARE FOR GENERAL INFORMATION ONLY. REFER TO CURRENT CITY STANDARDS FOR COMPLETE DETAILS FOR SEINER CONSTRUCTION.
<br />I + 20 Min. I
<br />RIGID CONDUIT
<br />6" Min.
<br />: (T7p )
<br />0 ;D.
<br />+ 20' Min.
<br />FLEXIBLE CONDUIT
<br />10" Min.
<br />NOTES:
<br />1. Relative compaction of materials shall be tested in accordance with
<br />the State of California, Dept. of Transportation Testing Manuals, test
<br />method No. California 216 or 231.
<br />2. All existing pavement shall be neatly cut to line prior to trench excovolion.
<br />3. Jetting or ponding will not' be W aI44".
<br />4. When shown by soil composition and compactobility, ninety percent (90%)
<br />compaction may be used, when approved by the Director of Public Works.
<br />5. Special bedding requirements may be shown on the plans or specified in
<br />special provisions.
<br />6. Shoulders shall be as shown on the plans or specified in the special
<br />provisions but in no case shall the shoulder be less than three feet wide as measured
<br />from the edge of pavement-
<br />3 TYPICAL TRENCH BACKFILL
<br />25'
<br />' ErflST. SGOP� � 2 / t I
<br />1lFfPilES -+- ---�
<br />rJ.20' /-f<ii2Nf1GT GnruG2ETE _ n.�
<br />(ccA.s g) ofr � 75' A.S.(Gfi1552� GUR,7 f46'UTTCie.
<br />sew cL/7-1 /dEr�ovE Mev. 2'
<br />4f EX/9Y /�A/Et4EvT AP/yG}/ /j_ VgCUE = 5
<br />(pre(ME" COAT-
<br />col7wact tb /2" of" szlb9lvale _ ((. 221
<br />tD 95% rCC.
<br />(21 MOREING ROAD
<br />5•-6jd4JCo'JiPn0t y 30' min.
<br />Top of curb 'o
<br />Flowline of p
<br />gutter Expansioniv
<br />joint ' I
<br />Lip of gutter 1 I
<br />LLL.......000rrr Catchbosin assembly to be set
<br />1" below flow line of gutter
<br />PLAN
<br />Sidewalk 9" 4" throat
<br />12 Mrn. opening
<br />1/2 dia. r
<br />boll
<br />Bass to hold c o
<br />grate in place E E
<br />24" dio. toll,. 12" dia. iv v
<br />pipe (see note min, -
<br />no. 5)
<br />13"
<br />SECTION
<br />NOTES:
<br />1. All exposed steel shall be dipped with PLAN OF FRAME
<br />I I t 't h h t d t
<br />2 coots a coo or pr c ea a
<br />minimum of 180' or galvanized.
<br />Backfill with materials equal to or
<br />2. Grate,
<br />better than the existing pavement
<br />conform to
<br />and base in quality- New Pavement
<br />Bay Foundry A-645 frame
<br />shall be 1" thicker than existing
<br />rivited
<br />pavement, minimum of 0.25 feel.
<br />3. Grate
<br />New base shall be 1" thicker than
<br />existing base, minimum of 0.5 feet.
<br />shall be depressed 1" below gutter
<br />Existing Pavement -
<br />6" Min,
<br />�6" 6•�
<br />(TYp.)
<br />barrel shall be class II
<br />R.C.P., or
<br />ompacl in 12" max.
<br />3•_0"
<br />loyen to a min.
<br />relolive compaction
<br />TYPE 1
<br />of 95x• under pavement
<br />--_-_:_-_-_----
<br />and shoulders, and
<br />90% outside shoulders.
<br />Variable\ __-
<br />-_- Compact in 24" max.
<br />-
<br />:
<br />r
<br />- la en to a minimum
<br />- relative compaction
<br />CATCHBASIN
<br />Off.
<br />of 85%.
<br />O.D./2
<br />Compact in 6" la ers
<br />to o minimum re olive
<br />compaction of 90%.
<br />10" Min.
<br />O.D. 10" Min. 10" Min.
<br />I + 20 Min. I
<br />RIGID CONDUIT
<br />6" Min.
<br />: (T7p )
<br />0 ;D.
<br />+ 20' Min.
<br />FLEXIBLE CONDUIT
<br />10" Min.
<br />NOTES:
<br />1. Relative compaction of materials shall be tested in accordance with
<br />the State of California, Dept. of Transportation Testing Manuals, test
<br />method No. California 216 or 231.
<br />2. All existing pavement shall be neatly cut to line prior to trench excovolion.
<br />3. Jetting or ponding will not' be W aI44".
<br />4. When shown by soil composition and compactobility, ninety percent (90%)
<br />compaction may be used, when approved by the Director of Public Works.
<br />5. Special bedding requirements may be shown on the plans or specified in
<br />special provisions.
<br />6. Shoulders shall be as shown on the plans or specified in the special
<br />provisions but in no case shall the shoulder be less than three feet wide as measured
<br />from the edge of pavement-
<br />3 TYPICAL TRENCH BACKFILL
<br />25'
<br />' ErflST. SGOP� � 2 / t I
<br />1lFfPilES -+- ---�
<br />rJ.20' /-f<ii2Nf1GT GnruG2ETE _ n.�
<br />(ccA.s g) ofr � 75' A.S.(Gfi1552� GUR,7 f46'UTTCie.
<br />sew cL/7-1 /dEr�ovE Mev. 2'
<br />4f EX/9Y /�A/Et4EvT AP/yG}/ /j_ VgCUE = 5
<br />(pre(ME" COAT-
<br />col7wact tb /2" of" szlb9lvale _ ((. 221
<br />tD 95% rCC.
<br />(21 MOREING ROAD
<br />5•-6jd4JCo'JiPn0t y 30' min.
<br />Top of curb 'o
<br />Flowline of p
<br />gutter Expansioniv
<br />joint ' I
<br />Lip of gutter 1 I
<br />LLL.......000rrr Catchbosin assembly to be set
<br />1" below flow line of gutter
<br />PLAN
<br />Sidewalk 9" 4" throat
<br />12 Mrn. opening
<br />1/2 dia. r
<br />boll
<br />Bass to hold c o
<br />grate in place E E
<br />24" dio. toll,. 12" dia. iv v
<br />pipe (see note min, -
<br />no. 5)
<br />13"
<br />SECTION
<br />NOTES:
<br />1. All exposed steel shall be dipped with PLAN OF FRAME
<br />I I t 't h h t d t
<br />2 coots a coo or pr c ea a
<br />minimum of 180' or galvanized.
<br />a s
<br />2. Grate,
<br />frome and side inlet shall
<br />conform to
<br />South
<br />Bay Foundry A-645 frame
<br />with either A-390
<br />rivited
<br />or A -390-M fabricated steel grate.
<br />3. Grate
<br />shall be chained to frame.
<br />4. Grote
<br />shall be depressed 1" below gutter
<br />profile
<br />grade.
<br />5. 24" pipe
<br />barrel shall be class II
<br />R.C.P., or
<br />class
<br />2 or 3 non -reinforced concrete pipe.
<br />TYPE 1
<br />1
<br />CURB IN__tT
<br />CATCHBASIN
<br />t
<br />3C3J/3G
<br />
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