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i
<br />2'-0 6"x 5'- WI.4 x WI.4 welded wire fabric Cast Iron Frame and Cover - refer
<br />6" 2'-0" _ 12' Minimum Top of pavement grade to Standard Drawing No. 5-4
<br />e N Depressed letter "W Expansion Joint Typ. Mortar
<br />P Back of Walk
<br />3/4!7
<br />t \ 1 1/2" or 'S"" (two inches Precast reinforced concrete o
<br />( yP) Leve! line high) in curb to R✓W A 2' Typ. B� ggrade adjustment rings
<br />identify service 2", 3 , 4', & 6"' sections
<br />1" Expansion Joint Expansion Joint
<br />locations / l 7 A A as required
<br />° ;,I
<br />p °' '; . t IF
<br />, v I concrete recast reinforced
<br />- - N -- 36" Min. Flowline of
<br />+ Sidewalk 2'-0"' I
<br />. Warp N I Gutter All joints mortared and N
<br />.� ]. 4 , 4 . 4 `: a •: :. .• ,: 4 1 '':-4 4 _ °, , /warp banded with mortar on Diam. „
<br />and
<br />• ' I exterior both t surfaces _. T
<br />I Sidewalk
<br />Curb and I Lip of Gutter 5" Min.
<br />Gutter PLAN Precast reinforced manhole,
<br />Three 5/8" x !4" long steel W— Water line Line B properASTM Celevvation. (1ust 12',3', &,
<br />dowels, greased and S- Sanitor sewer line
<br />wrapped one side through Gutter-- I I Gutter ti a
<br />every expansion joint. y I 4' sections as required) > A , o >
<br />Notes: >
<br />,r „ 2' TYF• 38" Top of Curb Diam.
<br />TYPE A r T r Cast Iron Hood 1. Eccentric cones shall be E
<br />3"-O 2'-0"' A used where specified on
<br />CURB & GUTTER I 8" if top of curb p �V
<br />the Ions.
<br />to flow line of pipe or
<br />... j.
<br />rGutter.
<br />2. Joints may be either keyed exceeds 4' or ton ue and roove.2'-0"---�-- 3 -0 q g -I N f 3. Diameter 'A" shall be Variable . 2'-0" �� 48 60 or 72" as 4"'� LowFL Level line Optional Con- /2"pJ x 12' Dowels required.each Wall at _PLAN Class "8"' concrete for
<br />struction Joint.Broom finish 3/4" R �bo
<br />See Note 3. *6struction Joint. may bePusedoftse
<br />approved
<br />Scored line if '(tyP.) 1"' . 36" by the Director of Public Works
<br />monolithic our -� 6" N Back of Walk
<br />Curb Line
<br />6 Broom
<br />1 I ` Slope 1/4" per pi' finish N , ^ \ Class •'A" P.C.C. - ELEVATION
<br />-[' o� I i �_ Gutter Line Sidewalk-
<br />- J/4 lip �2, * NOTE: A 1'-6" concrete cone may be used if approved by the Director
<br />�I �. ;-.• i SECTION A—A 1 of Public Works
<br />. a ' , a I ' Su bgrade
<br />5/8" x 24" long steel dowels ELEVATION NOTES:
<br />spaced 12" o.c., greased and 1 2" 1 2"' 1 1 /2" & 3 1 /2" key
<br />wrapped one side through unless poured monolithic 1. Hood shall be Cast Iron and be 1 ? 8 1/2 Std. Frame & Cover
<br />every expansion joint. equal to 'PHOENIX" P-6002. 1" Clear
<br />R/W Frame and grate shall be equal Mortar `\
<br />CURB, GUTTER & SIDEWALKto PHOENIX P-6301. Chain grate
<br />36'" min. or to R/W a ,,_6• Flat slab shall be used when
<br />2'-0" to frame. E E a depth does not permit use of
<br />NOTES: I-hLichever is 1 v O 2. Precast concrete catchbasin ma be used 25 1/2-
<br />max. tapered unit
<br />y ;.
<br />oreater 5 _6 \ subject to written approval of the v � " 24"—�{' Use precast H-20 load rated
<br />1. Construct 3/8" expansion faints @ 200' maximum and 1/4!' returns, around a Director of Public Works. *6 6"* 1' as manufactured by Teichert Precast
<br />light poles, hydrants and other fixed objects at sidewalk. ";lupe =1/4"' per 1' Ili ^ I 3. Cetchbosin Walls may be poured to l �6" Min, or equal.
<br />2. Transverse weakened plane joints shall be constructed ® 12' maximum �_ P I I an elevation not less than 2' below 12" dig. '1�A�
<br />Frame shall be secured to riser or
<br />intervals. - - - - - - top of Curb. It shall be the Min. flet slab top with cement mortar
<br />3. All radii are 3/4" unless otherwise specified. - T 4 4 , 4 responsibility of the Contractor =
<br />4. Curb, gutter, and sidewalk should have a broom finish.( to frame in and pour the upper 2'
<br />5. All curb returns shall be type A curb and autter. of the Catchbosin monolithically FLAT SLAB TOP
<br />6. For subgrade "R" value less than 50, place six inches aggregate subbase ° .2' J I with the Curb and Gutter.
<br />under all concrete and compact to 90%. Sub rade material under curb cutter SECTION A—A 4. All exposed steel shall r dipped
<br />P 9 with 2 coots of coal tar pitch heated
<br />and sidewalk shall be compacted to 90% relative compaction to a depth of six to a minimum of 180'F or galvanized, SECTION B -B
<br />inches.
<br />,r r, Ma, ov Ne. a..ww er Ay or M Is, Ne. a«uW M AOP b or
<br />TYPE A TYPICAL COMMERCIAL & TYPE 2 STANDARD STORM
<br />I CURB, GUTTER, & SIDEWALK ' '"°' •°""°"' I INDUSTRIAL DRIVEWAY K CURB INLET CATCHBASIN °cele, e�w°�•° DRAIN MANHOLE °«°.,KW°�•
<br />o�vn°. JLD COMMERCIAL & INDUSTRIAL Da.A°F JLD a4PP JLD a^^� JLD
<br />C°4cK44 by COUNTY OF SAN JOAQUIN a0 SEPT. 1991 Ch• KMI °j' COUNTY OF SAN JOAQUIN Oct. SEPT. 19911 ch.. by COUNTY OF SAN JOAQUIN SEPT. 1991 1 C°icMi° by
<br />COUNTY OF SAN JOAQUIN D•'• SEPT. 1991
<br />NONE OEPA."ENT OF PDeuC WORKS O.ew°a N.. R _ 6 Iscow NONE DEPARTMENT OF FURUC WORKS "9 R — 1 Sew• NONE DEPARTMENT OF PUBLIC WORKS a°vinq Ne. D — 14 scew NONE I
<br />DEPARTMENT OF PUBLIC WORKS aawirq No. D — 1 7
<br />s B
<br />1 1/2" D- 3 HOLES
<br />EQUALLY SPACED 0 a Q o o PICK HOLE 4' �''' NOTES:
<br />A O 00 O O A " 2" "S' stamped in top of
<br />0000 0 A : ' 12 A 1. Drop manhole shall be used curb to identify- sewer
<br />ao
<br />000 oo where the difference in service
<br />�••-• �= - ��--cE-[r-?E - J Cast iron frame and cover invert elevations of the 1' min 2' max
<br />refer to Standard Drawing No. S-4 manhole exceeds 24".
<br />�i o0
<br />2. Refer to Standard Drawing
<br />JLr I Groove filled with mortar before 1, , ; No. S-2 for additional notes.
<br />1"xt 1/4" PICK HOLE I installingcast iron frame and cover 3. Drop pipe may be either Temporary wood stake
<br />Flexible Joint P rY
<br />Coupler P.B.S., P.V.C., V.C.P. (2x2 or larger)
<br />Precast reinforced concrete grade 45• Wye -Tee
<br />combinatio
<br />PLAN VIEW' adjustment rings 2", 3", 4 & 6' high t
<br />n —
<br />2'-0' B Service lateral
<br />d Diam.
<br />a
<br />v Precast reinforced concrete tapered SECTION C—C t<.
<br />14 � I section to be in accordance with approved 4 Per Approved stopper
<br />manufacturer's dimensions - - e = PP PP
<br />5\oP
<br />2T All joints mortared and banded with Cast Iron Frame and Cover Wye MIn \�/ R 4' min 5' max
<br />25 1/2"
<br />Ix mortar on both interior and exterior 1 Refer to Standard Drawing -�
<br />lr- _ No. S-4 SMC nr �/ Undisturbed earth
<br />Imo— S Min_ surfaces
<br />_ D \�
<br />\\\ \\ \ —1/8 pipm, Precast reinforced concrete manhole
<br />2 - pipes, ASTM ion. C-478, adjust to
<br />�i proper elevation. (1',2',3', & 4' 1/2" crushed rock
<br />o l
<br />1 1/4" t� sections as required.) I gso
<br />N 1 1 /4"' 6„� 6" Water tight joints
<br />\ 24" - I
<br />Tee Fittin
<br />C
<br />Drop pipe
<br />I
<br />BreakOut
<br />Top of Pipe
<br />9
<br />- 4 '4
<br />31 1/2"
<br />4 4' 4, i 4 4
<br />SECTION A—A 4 4l I:
<br />IF - — - +>°
<br />I t C
<br />3/4' Steel Bar 1/2" _I 4 5'-0"
<br />2„ 1 17/32' l-_ Class "B" A
<br />/ Vent -Optional concrete ELEVATION SECTION A—A
<br />,� I
<br />00 I r 5-1/2
<br />i Note: A 1'-6" concrete cone may be used if approved by the engineer. Round Bend � NOTES:
<br />3 3/8"�----� SECTION C -C 1. All services shall be 4" inside diameter or as shown on plan.
<br />2 1/8-
<br />2. Contractor shall use the most appropriate type connection
<br />Class "B" 'Concrete-/ 6 � (alternates on sht. 2) for the particular situation.
<br />SECTION B -B NOTE: Frame and Cover shall be 3. See standard plan for required cleonouts & boxes.
<br />machined to assure interchangeabilitySECTION B—B
<br />and a close, quiet fit. -- SECTION A—A -
<br />Sheet 1 or 2
<br />AP
<br />No. a«a.4 M - AP W I He. R«ww By - No. R«w4 BY AR .4 °y N.. a«w.a BY _ AP °,
<br />FRAME & COVER �r° °,ew�.. STANDARD SANITARY qlfoarw STANDARD SANITARY a.K, w???'w°,,, SEWER SERVICE LATERAL61BI1111111111
<br />DrR•°°r JLD (MANHOLE) ae JLD SEWER MANHOLE - - D,Rw°°, JLD SEWER DROP MANHOLE a°.°q JLD
<br />neK.ew COUNTY OF SAN JOAQUIN Deb SEPT. 1991 e.«W by COUNTY OF SAN JOAQUIN a•• SEPT. 1991 en«wn by COUNTY OF SAN JOAQUIN a•• SEPT. 1991 C°•e"•• 4r COUNTY OF SAN JOAQUIN �• SEPT. 1991
<br />v Is..,. NONE DEPARTMENT OF PUBLIC WORKS DIa i,p M°. S _ C Sww NONE I
<br />DEPARTMENT OF PUBLIC WORKSG S — ry �,w
<br />o'•e1"R "°' NONE °EPA"T"°rt OF PUBLIC WORKS S - 3 U.I. NONE DEPARTMENT OF PUBLIC wORNS o,°,;,,q N,.
<br />cn DATE 01/23/96 TIME: 15'47
<br />SCALE: T. H.: 0.00 OILNOLTE and ASSOCIATES, Inc. SHE
<br />CAUTION:
<br />SERVER: MTS1 SERVICE: ENG The engineer preparing these plans will FLAG CITY BOULEVARD
<br />not be responsible for, or liable for, Engineers / Planners / Surveyors Z
<br />PATH: NAMT500794\00\DRAW11\ unauthorized changes to or uses of DETAILS/SPECIFICATIONS OF 3 SHEETS
<br />DRAWING NAME: DETMIRR.DWG these plans. All changes to the plans ❑DENVER ■MANTECA El ORANGE COUNT,
<br />❑ SACRAMENTO L, SAN JOSE El SAN DIEGO ❑ 5. SAN FRANCISCO El WALNUT CREEK JOB NO.
<br />PLOTTING VIEW: PV must be in writing and must be approved 1O11 9,00°8 I°aPII.-IRP 111, 1... 9p1B 'S00 1.
<br />13
<br />e1111]40° 1819 I.,J9I 1151°150° d1°`°°°O SAN JOAQUIN COUNTY, CALIFORNIA
<br />DESIGNER:PROJ. MGR: by the preparer of these plans. 302 Chem/ Lane, Suite 201, Manteca, CA 95337 MT50079¢
<br />[NO. BY DATE REVISIONS /
<br />12 Flex Joint
<br />Coupler
<br />F
<br />�
<br />� 1/8 bend
<br />�y
<br />n
<br />Wye I�.
<br />C Break Out
<br />Watertite Seal Pipe
<br />Flow
<br />Stainless Steel
<br />Bands at 24' center
<br />Anchored to Wall
<br />WYE DETAIL PROFILE DETAIL
<br />Minimum Two Bands
<br />Smooth 1/4
<br />00 I r 5-1/2
<br />i Note: A 1'-6" concrete cone may be used if approved by the engineer. Round Bend � NOTES:
<br />3 3/8"�----� SECTION C -C 1. All services shall be 4" inside diameter or as shown on plan.
<br />2 1/8-
<br />2. Contractor shall use the most appropriate type connection
<br />Class "B" 'Concrete-/ 6 � (alternates on sht. 2) for the particular situation.
<br />SECTION B -B NOTE: Frame and Cover shall be 3. See standard plan for required cleonouts & boxes.
<br />machined to assure interchangeabilitySECTION B—B
<br />and a close, quiet fit. -- SECTION A—A -
<br />Sheet 1 or 2
<br />AP
<br />No. a«a.4 M - AP W I He. R«ww By - No. R«w4 BY AR .4 °y N.. a«w.a BY _ AP °,
<br />FRAME & COVER �r° °,ew�.. STANDARD SANITARY qlfoarw STANDARD SANITARY a.K, w???'w°,,, SEWER SERVICE LATERAL61BI1111111111
<br />DrR•°°r JLD (MANHOLE) ae JLD SEWER MANHOLE - - D,Rw°°, JLD SEWER DROP MANHOLE a°.°q JLD
<br />neK.ew COUNTY OF SAN JOAQUIN Deb SEPT. 1991 e.«W by COUNTY OF SAN JOAQUIN a•• SEPT. 1991 en«wn by COUNTY OF SAN JOAQUIN a•• SEPT. 1991 C°•e"•• 4r COUNTY OF SAN JOAQUIN �• SEPT. 1991
<br />v Is..,. NONE DEPARTMENT OF PUBLIC WORKS DIa i,p M°. S _ C Sww NONE I
<br />DEPARTMENT OF PUBLIC WORKSG S — ry �,w
<br />o'•e1"R "°' NONE °EPA"T"°rt OF PUBLIC WORKS S - 3 U.I. NONE DEPARTMENT OF PUBLIC wORNS o,°,;,,q N,.
<br />cn DATE 01/23/96 TIME: 15'47
<br />SCALE: T. H.: 0.00 OILNOLTE and ASSOCIATES, Inc. SHE
<br />CAUTION:
<br />SERVER: MTS1 SERVICE: ENG The engineer preparing these plans will FLAG CITY BOULEVARD
<br />not be responsible for, or liable for, Engineers / Planners / Surveyors Z
<br />PATH: NAMT500794\00\DRAW11\ unauthorized changes to or uses of DETAILS/SPECIFICATIONS OF 3 SHEETS
<br />DRAWING NAME: DETMIRR.DWG these plans. All changes to the plans ❑DENVER ■MANTECA El ORANGE COUNT,
<br />❑ SACRAMENTO L, SAN JOSE El SAN DIEGO ❑ 5. SAN FRANCISCO El WALNUT CREEK JOB NO.
<br />PLOTTING VIEW: PV must be in writing and must be approved 1O11 9,00°8 I°aPII.-IRP 111, 1... 9p1B 'S00 1.
<br />13
<br />e1111]40° 1819 I.,J9I 1151°150° d1°`°°°O SAN JOAQUIN COUNTY, CALIFORNIA
<br />DESIGNER:PROJ. MGR: by the preparer of these plans. 302 Chem/ Lane, Suite 201, Manteca, CA 95337 MT50079¢
<br />[NO. BY DATE REVISIONS /
<br />
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