|
t
<br />Cast iron From and Cover - rotor
<br />to Improvement Standard No. C-5
<br />t
<br />/7
<br />v, Top of pavement W / /
<br />f/
<br />s
<br />Precast r"orced concrom
<br />grade adjustment rings
<br />2", 3", 4" a 6" *actions b l v
<br />«' as required ;x = 1 2
<br />< n
<br />� Precast rennforced .. .. �
<br />*' l
<br />CaflClete COM ei
<br />" Ali jokes mortared and * r
<br />banded with mortar on
<br />both kdwlor and wtorior 50
<br />surfaces
<br />t Precast reinforced manhole w' a
<br />pipes, ASTM 0478, etches 4'- 0" Dlam ;, u
<br />proper elevation. (I', 2', s a
<br />4 sactlalx as nghsred) ;k Lowest
<br />t 4�Class "B° Concrete for
<br />r --
<br />,o
<br />base Pro -cost base
<br />may be used if approved
<br />by the Engineer.
<br />V ELEVATION
<br />STORM SEWER MANHOLE
<br />fl NOTE A ! - 6" concrete cons may be used of approved by the Engineer.
<br />' °Ra REVISE* by IF
<br />_ *ATE TYPICA� STORM R. r« , N M
<br />- - - - EWER _ MANHO OVED *Y oeM
<br />toy%COUNTY OF SAN JOAQUIN - e
<br />N E DEPARTMENT OF PUBLIC WORKS STANDARD NO. C-I
<br />,
<br />r
<br />k
<br />f'
<br />Concrcfc Co/%r Cans;iucrion
<br />, r Tyee/cam/For�I/Marano%s /n
<br />//z A C over ConcrL-/e ` r StreCi Pave,mcni ary
<br />cal/sr. f
<br />Mcnnois cove. �o
<br />Finish Grads � �~� I 1 E 1 fr• � ~ � �' sort f am -o .` t.��r� �^_, ir:c
<br />54. Groin --2
<br />grade Tina. = zi.')e CO ,
<br />finish grade.
<br />J"-4"-6" Precast Reinforces
<br />vw -�- r _. Concrete Grade R:r-cs as
<br />:;4 - required.
<br />' I Z4`rDf.m a
<br />�I •' 1 -� ,. 2-1-J'r $andZinq %oles, 380
<br />I}i 0 — d deg. apart, Co be piucced
<br />nuiih Mortar attar t/xsrall�trar_.
<br />Precast Reinforced Corrrrtr,c
<br />tl
<br />lnterior ofManhale to Manhole Cone.
<br />be co.71ed in accord.7,7
<br />s with Section 71-(.09 of the r
<br />—T"- 1.' .ftlnd�rdspeuficatians.
<br />Tongue and Groove Joints
<br />a for Mortar. Mortar all Grade
<br />L
<br />L7l,xgr and Sections 2�1 miz
<br />�0 Sr 461d•rm r.
<br />1 , t
<br />.• , ; ..
<br />\� M.H. Pipe Sections
<br />'r i e •
<br />' < r S(ape Lo t%
<br />Grout
<br />4 v �rabl�
<br />•.k T 1 ., c Class B Concrete for
<br />base.
<br />, -
<br />n a � - -- 5�•l0"
<br />� I I
<br />NOTES:
<br />? N Precast Reinforced Concrete ,Ncmitnle Units shaZZ conform to A.S.T.N. C-473.
<br />Carr 2—ct Prpe Joint at 2 feet marimum .-errr base ai Manhole. =:ez:vie ja:rt!
<br />Prior approval must be obtained before instalZing more then 12" of grade rsncs.
<br />No-1
<br />f- 5•11 82 ''I MANHOLE TYPE I FOR PIPES Approved by
<br />Drownby Y.J
<br />3 3 a DIAMETER OR SMALLER �``"� Ciy tnq'�� •` t
<br />Enaian�_ (
<br />checked by CITY OF STOCKTON Dale tr idea I 5Scale None DEPARTMENT OF PUBLIC WORKS Drawing No-
<br />d L OT f)
<br />C C
<br />+ Ca ntQr of Lei- 4-
<br />U Dwg. 1�10. Frontage UttiVc•as 0
<br />J Q a• �� * 44 �i Shown C)fk-+Qrwibsc J
<br />r-- Facet. of Gur b
<br />�r
<br />3' Opening See Note No 3) m Groot smooth all edges of pipe opening
<br />{
<br />\A +5 Rebare (typical)
<br />t-1--
<br />w.
<br />II
<br />PLAN VIEW
<br />s .
<br />Standard Stor*h Sewn Manhole. Rehr
<br />to improvement Standard no. t}I---
<br />4'Dia, t
<br />" r '
<br />3' Dia - 4' Diu,
<br />or 3* + Grout to loundailcm r « '
<br />3.
<br />+ ""n 0, Mtn.
<br />ri Class 'B" Caner x:. #
<br />_.
<br />5' Min.
<br />SECTION A -A SECTION A -A
<br />PIPES LARGER THAN 36" DIA PIPES 24" TO 36" DIA.
<br />NOTES -
<br />I. The foundation shall be a minimum of 5' for 44" 0 D. pipe and smaller.
<br />2. For pipe larger than 44"0 D., the foundation shall extend a minimum of 6" beyond each
<br />Bide of the pipe.
<br />3. Opening to be 3' long x ( I.D. of pipe ) wide , up to 36' 1. D. pipe For pipes larger than
<br />36 I.D. , opening to be 36" Diameter or Square
<br />` REVISED _ DATE R" rind 1.r pistol er
<br />SADDLE —TYPE MANHOLE FOR
<br />-- - PIPE 2401 DIA. AND LARGER WROveD NY
<br />tE--
<br />RY IL ttlfllATA [Mee COUNTY OF SAN JOAQUIN -
<br />DEPARTMENT OF PUBLIC WORKS STANDARD NO. C-2
<br />� _ I
<br />X,
<br />A / III '� �\ A
<br />b4 I I
<br />I /°Y1s"Pick Ho%
<br />I
<br />Cart: (.3) Males for `i
<br />-M'dA&" Aachw bales
<br />PLAN
<br />y {
<br />6 �_
<br />Latter �S rp/acsd
<br />rf center of sever
<br />IG"
<br />I
<br />i
<br />\ \
<br />,
<br />\\ \ �
<br />/ N
<br />SEC T/ON A -A
<br />No.I Rr.nned I ay
<br />h/J
<br />Drawn by Y
<br />Checked bf
<br />Scale .vonc
<br />R
<br />L AMPHOLE �"pp--�,��
<br />RING & COVER
<br />CITY OF STOCKTON 1Dme/tI�!!o I59
<br />DiPARTMefr Of PUBLIC WOOS Drawing No.
<br />30'
<br />:ripansion Joint (Typ )
<br />NOTES:
<br />I) Frame A Graft shall conform
<br />1 to knprovemeni Standard No, C-6
<br />2) Two feet mininvuriti below finished grade
<br />in new development. In existing streets,
<br />may be loss Shan 2' with the
<br />c)proval of the Engineer
<br />3) 24" pips barrel shol be Class !Q R.C.P
<br />or Class III A.C.P
<br />- rrame is totals
<br />PLAN
<br />�;.
<br />24" I.D.—ti
<br />SECTION A -A-
<br />_ V# Batt
<br />24" P1Pe Y• d _ ��
<br />Mortar �.,. a =
<br />s
<br />I .
<br />Lateral 0(f if min
<br />oth �
<br />CID** $ Concrete
<br />SECTION 6-0
<br />STANDARD STORM Re ded r•r rnml by
<br />DRAIN INLET ,pflovEa ty M
<br />COUNTY OF SAN JOAQUIN
<br />DEPARTMENT OF PUBLIC WORKS STANDARD NO. C - 3
<br />i
<br />- - 22"
<br />Is
<br />e'
<br />rMach- Sae•
<br />C C7 rA GJ G.] m
<br />-77
<br />A �s A431
<br />r F- A
<br />-- 4
<br />Ln
<br />n
<br />SECTION A -A
<br />i ti
<br />NOTES I Irv, type grate may be
<br />B aced a$ alternate
<br />2. Grate shall be fosfened to from*
<br />with le"x•#" heat-tTeated chain.
<br />PLAN
<br />fie I`
<br />14
<br />is W
<br />ram- I
<br />It,
<br />o g 1os�
<br />T�- - 24•' VD) -- -�••j
<br />SECTION B - B
<br />I REVISED nArE FRAME & GRATE 23
<br />by
<br />- (STANDARD STORM DRAIN INLET)
<br />I AP ROVED 4T
<br />aY
<br />COUNTY OF SAN JOAQUIN '� ' H ATAke
<br />eels
<br />ct c WE
<br />-
<br />DEPARTMENT OF PUBLIC WORKS STANDARD No c-6
<br />F°"ten with (3) 5/s- z tr b.A° See Standard Drawrrg No 59
<br />Naturai (round for R,ng °rid Cover _
<br />or pcvement� _
<br />6 d,am P,pe
<br />45'
<br />— -o
<br />- -P.uq endd
<br />LL�VATIQl'
<br />i END VIEW
<br />N07E:
<br />Instoll lamphole at end of a!I sanitary trunk :fines.
<br />D¢Praetm¢e-t-t- of Public wnrkS t City o� S-4-oekfirae�
<br />CQ hT . e� Fot>z SAIII 1T-A,III �� F_� WSEE tZ r- tilt.-Y •� q� No I Revised I8y I
<br />A p ravQ.d bb : Uct ttx : �1� ! 1 LAMPHOLE
<br />Drawn by u.B L
<br />�/ //• Checked sr DLW CITY OF STOCK TOH
<br />.a u Ne A Pe,1..t1 S�nsi ba uo`y4-h t Ci-i Er�e3int2:mtr , Sttack-�tan, Coolie. Scale Nor•e I DEPART)AENT OF PJBUC WORKS
<br />.,.N-x• - . rttmn5•Krs+[_w,e+nnY:,s'w �, r#`�ale..f. v' +in�X• ..,...r,. , ii w. .`p�-.c ,; r ,. i a. , i i i. � � i ,. , ...i l e i _ i i i i i- i �
<br />proved by
<br />City Engineer
<br />Date 7/1/89 S 3
<br />I (hawing tlo.
<br />IV
<br />- re
<br />'A A �, ' 4 A
<br />D
<br />I
<br />PLAN VIEW
<br />2o"
<br />1
<br />SECTION A -A
<br />NOTE' Grate shall be fastened to frame
<br />with 111I heat -treated chain.
<br />RMSEO , DATE b pMera' N
<br />FRAME aGRATE "'" "4
<br />Den
<br />( is" STORM DRAIN INLET) A90 SY
<br />COUNTY OF SAN JOAQUIN nsr.ee.rrni,ierew.ri.—pea>ci:�s
<br />a DEPARTMENT OF PUBLIC WORKS STANDARD No. C-7
<br />B
<br />A ---- I A
<br />B
<br />PLAN VIEW
<br />NOTES•
<br />I} Frame and Grote shall conform
<br />to Improvement Standard No C-7,
<br />2) Two feet minimum below, finished
<br />grade in new development.
<br />In existing streeta, may be leas than
<br />2' with the approvaf of the Engineer.
<br />See Nola I
<br />Mortar
<br />Graft Rlo
<br />Mortar
<br />JE •a
<br />r.
<br />>ICA
<br />Ys
<br />Clasa"R" Concrete
<br />SECTION A -A
<br />SECTION B-B
<br />No. REVISED DATE 18" STORM
<br />Dote
<br />DRAIN INLET A►p ovEo K
<br />ORA IN BY r-ZW-. COUNTY OF SAN JOAQUIN
<br />SCALEEa aYWE DEPARTMENT OF PUBLIC WORKS STANDARD NO C-4 y
<br />$ackflll With materials equal Ia Or ----
<br />better than the existing pavement
<br />in quality and 1hiCknoss
<br />Exisfing Pavement -
<br />o 6i ^ Compact In 12" max layers
<br />6"_ — o
<br />i Min to a minrelative Compact" i
<br />M (TYp.) of 95%*under pavement and
<br />shoulders, and 90% _
<br />outside shoulders — �•
<br />`a Compost in 24 max. layers
<br />> to a minimum
<br />O relative Compocuon O' p
<br />_ o of 85 %
<br />o Compact in 6" layers J L
<br />to a minimum
<br />I 10 D 10" � relative compaction l0" 0 D _ l0"
<br />Min Miof 90 %, Mm Min.
<br />- 0 D t 20" Minn � O. D + ZO" Min _
<br />r r-
<br />RIGID CONDUIT FLEXIBLE CONDUIT
<br />NOTES
<br />I Relative compaction of materials shall be tested by the Stole of California,
<br />Dept of TransportatlDn Testing Manual, test method No Calitornia 216 or 231
<br />2 Att existing pavement shali be neatly cut to line prior to trench excovation
<br />3 Jotting or ponding will be permitted within the street Right of Way with 3 year bond
<br />4 * When shown by soil composition and compactibility, ninety percent (90%)
<br />compaction may be used, when approved by the Director of Public Works
<br />NO ---REVISED DATE nd•d I oflrro.°i by
<br />TYPICAL TRENCH BAC — -- ----- - #(FILL Dai.
<br />—, - APP ovED BY
<br />DRAWN *Y P Drch✓ ..-_ _ - Daf•
<br />_ci+ECKED �r _I
<br />COUNTY OV SAN JOAQUIN - zizss
<br />SCALE NONE --� DEPARTMENT OF PUBLIC WORKS STANDARD No. A-T ,
<br />Property Line -� Property Line -60' R/W
<br />Fce or Curb i
<br />4rRlser — I I ,� 4°9iser (5ee Dwg C4)
<br />(See Dwg.C-4) �'E' r ` [ 3 I I ,
<br />' 4°Pip e
<br />i l4'�Pipe to Se wer Main z i to Server Main
<br />i c
<br />n�Q
<br />CA.5E % (See Dwg. 64) CASE 2 (see Dwg. 64)
<br />TYPE ;4" CURB, GUTTER TYPE D ror ErCURB,
<br />with SIDEWALK GUTTZf� RodSIDENALK
<br />TrxeWire *I? or hvvier.
<br />Pra ertt, Line rj'� Extend a''.7bon- round
<br />2 9
<br />E..,wwwi --- Y� fo /�'� ram- � Deipressea "S'in W.71k ar
<br />�` I 7vp *{Curb. i 1
<br />r V.tc I
<br />of a
<br />old
<br />G `albs � F�cr of Curti
<br />I w. CASE I
<br />V• °I�
<br />I°
<br />°I °
<br />ej
<br />m U
<br />V _ ¢ Pic r<o Scwcr MJ/n
<br />2X4•ar6rick /y-y
<br />P/ug� j .e4,x,- n� t
<br />r,Y,ar ,rrrrca,.,,
<br />NQ TES. (see note No 2)
<br />!. When modified Curb, Gutter and Sidewalk, meandering Sidewalks,
<br />or any other -special cases arc encountercd, Cleanouts and ocher Utili, y
<br />/oedtion sha//be deferm,ned by the Englnecr of time Su6div/lio1? P/arts
<br />are submitted for tcntafvc a/oproval end finalaporava/she// be by The
<br />City Engineer.
<br />2. "r"connecfion to be used on VC P mein line p/Ge 11r 11 or "Y' conn-
<br />ection may be used on a// other male line olpe
<br />2 i7-E-B5 •�
<br />No- Revised By Approved by
<br />1 7-1-84 SQL. HOUSE LATERAL�L)"-- -�
<br />brawn by YJ City Engine« r
<br />Checked by CITY OF STOCKTON Date 1 c!$ T Y- I S 3
<br />Scale Non
<br />e DEPARTMENT OF PUBLIC WORKS Drawing No.
<br />N
<br />CENTERLINE FRONT LOT - REAR LOT
<br />NE
<br />LINE � LINE
<br />ti VARIES -
<br />i
<br />20' 60'
<br />FINISH GRADING,
<br />iLINE � -
<br />_
<br />Finish Lot Pad
<br />Street Section (FLAT) /
<br />Curb, Gutter & Sidewalk- Temporary Grading Line
<br />Rear Lot Shall Be
<br />A Min_ of 1% MEADOWOOD
<br />IMPROVEMENT PLANS
<br />',TYPICAL LOT SECTION,•
<br />NN NO SCALE DETAILS
<br />�F `NIYJIc,r-SC
<br />t-_R-I-I> _� :-�'..sl%4 DATA � f) E PA R T M E N T OF
<br />PUBLIC l- WORKS
<br />_ COUNTY OF SAN JOAQUIN
<br />A.R. S TI �C ASSOCIATES �a�. i. AF'��I1 VFD Y--- �l
<br />= I
<br />C ILTINC sal: VIL ENGINEERS DESiGI
<br />riH E >
<br />! " - E -ice � - 30 93 T- 1 I �, �_ i.� Ci Y - -- - - --- �`
<br />565I N. PE I AVL., SUlT 3` TOCI� TON A 520
<br />' _
<br />-_- -- LDRAWN BY -
<br />j f N0. la .831 u " r _ - r JIFF _
<br />-CHECKED BY JMS - - -- --
<br />- _ __--- — DAT -Z-- 19-9/-- - --- -- - - - - --- DIRECTOR OF PUBLIC WORKS
<br />ALBERT• R. SA �r� 1583I "S BUILT BY COUNTY OF SAN JOAQUIN
<br />9
<br />II
<br />II
<br />I i oil
<br />
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