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Cost iron From and Cover - refer
<br />to Detail this Sheet
<br />pavement grade I Expansion Joint (Ty0.) e - zz'
<br />Top of
<br />Grout smooth all *does of pip* 000nino - B 20•
<br />3' Opening ( See Note No 3) I Q 19 f
<br />Precast reinforced concrete - A • 5 Rattan QYPical)
<br />T
<br />rings I NOTES: Q Q ; 121-'y x 2"
<br />grade
<br />"d3", adjustment
<br />8 6 sections �_ :y I �- - - / /�- �� \ I) Frame 6 Grate shall conform O OO Q OO PICK HOLE wOC^"" •Ot„
<br />as required ♦. I 13 -- ---- to De+ail this sheet.
<br />I}a —3 Min A
<br />j -j ((j� ((j� jj�� F L EaaALLT aPACED A O OO O - .. " .....: .
<br />Precast reinforced lam. '? _ _ (I t I I _ _ A I I QL)L1�U �� I ) A Q -_ -- concrete eo" �• I + I I 2I two feet minimum below finished grade -- ---
<br />in new development. In existing streets, I�----- I
<br />�('ff I(j' may be less han 2' with the I 1 , I' _ ip .
<br />All joints mortared and `�. ' - 1 - t - - I \ aU a U �I approval of ihs Engineer. I • I A I I I A z"I••- I
<br />bathed with manta on
<br />' II
<br />..� \ / 31 24" pipe Darrel shat be Class lII RC.P. I I
<br />both intinOr and exterior ,Ji Min. A - \ �T� I / or Class III ILC.P. j j i .I. I I Ice �• I
<br />uuu
<br />'f 1'x �" PICK HOLE .w.
<br />surfaces :. r
<br />Recast rekdcrced mmhele a I2" �L8 i I / n I\ Q (l I
<br />pipes, ASTM C478,adjust lo '� 4'-0" Oiam. - PLAN VIEW �_�
<br />proper •YnattaL (I" 3 , fl
<br />a as regniredl .• (// PLAN VIEW �, �1 SECTION A -A
<br />` Lowest J� `Frame 8 Grate e '
<br />e • f PLAN 2'_0• 6' 3' NorEs L g (is alterpe rnnate,te maY los
<br />> 1 ® a I B 2 Grate shall be fastened to frame
<br />' i > Standard Storm Sawa Manhole- 2T0 with I8'x f heat-treated Chain.
<br />_r a'Dia. —1 x PLAN
<br />Cts" 08 Concrete for ,a 4'Dia. ..- -:' : •..::...
<br />�-
<br />We
<br />T:r:.,.. _ _ /Z"♦S Bath =�. T—
<br />bass. R• -cast base 3 Dia.- �.- js;
<br />d0 Grout to Ioesdation :.. �: _K:'•e i%r:.
<br />moy be used if approved 3' I t>�of pipe
<br />by the Engine. �- c_ 24" pipe 2 �< I• .
<br />'' 1
<br />.'I-- --T-. y ; 2• �_ '� -- 240 I.D. 3
<br />ELEVATION r: z• Q s �--�� n
<br />STORM SEWER MANHOLE + B•Min. a"MItL +
<br />Mortar
<br />• I'r n'_ - SECTION A -A `" sto 3
<br />NOTE: A f -e" pattens
<br />cone troy a used if approved M the Engineer . ; I EEL BAN vexr-oPTarAt t}I.
<br />. - . Class "8' concrete
<br />ire (10"0 min)
<br />r 1 -
<br />. �_�: �r 1
<br />1
<br />Corer barn Ail + And Cover
<br />Rehr to Detail +his Shtei "'.', �•
<br />Groove Filled With Mortar Before � 5, min,--..� 3' Mln. • _ � I , ~' r-��' ^ w
<br />Installing Cast Iron Frame And Cover _
<br />in
<br />Precast Reinforced Concrete Grade SECTION.A-A SECTION A -A Ctass 'B" Carteret* -
<br />Adjwim•Int Rings Z; 3;4 ; fl 60 High PIPES LARGER THAN 36" DIA. PIPES 24" TO 36" DIA. SECTION a -e SECTS C -C �• L r -` y 0N<
<br />SECTION A -A SECTION B-8 ~'• a I'
<br />b
<br />2-01 Precast Reinforced Concrete Tapered -
<br />o Diem •.; Section To Be In Accordance With Approved i LDJ .
<br />_I Manufacturer's Dimensions 5TAAIDARD 5TORM DRAM 1AILET (6970YBAS/ivJ
<br />* NOTE Frame and Cover shall be
<br />•� All Joints Mcrtored .And Banded With
<br />NOTES: machined to assure Interchangeability
<br />Mortar On Both In
<br />And Exterior L The foundation shall be a minimum of V for 44'O.D. pipe and smaller. - Variable I' and a close Quist fit.SECTION B -B
<br />Surfaces
<br />.. 2 For pipe longer than 44"O.D_, the foundation shall extend a minimum of e' beyond each 1 ;. FRAME i COVER FRAME 684 TE
<br />S"MaL 1 Pr•cost Reinforced Concrete Manhole Pip", side of the pipe. I a:
<br />;w ASTM Desig. C-478, Ajust To Proper Elevation. -
<br />(I',2', 3', fl 4' Sections As Required.) 3. Opening to be 3' long x ( LA of pips) wide , up to 36' I.D. pipe_ For pipes larger than 1 THRUST BLOCK DETAILS
<br />36' I.D. , opening to be 36" Diameter or Square. Mdv Box, From and Lid
<br />4' - O" v Waw Tight Joints When Requited.
<br />SADOL E—TYPE MAIt/HOLE &ed` °" John ,J{ u
<br />�A2' alcove gtaad IIrN1
<br />FOR PIPE 24" DIA. AND LARGER '
<br />`:K:>:� X^ NOTES I. All t*Wt t*orb shill be p*w*d
<br />i, !'
<br />•_�,. ,.� •.. i against undifNb*d roil and fid
<br />..�':. �..':i"r 'i-• -1 •�...,•:+ tD .� • W Gau B ConcMe.
<br />Water Main Concrete Anchor Block p.� �' �•' �� �I' � 2 ThruSt cakallatelo" did rs,da .oil e
<br />♦ - TYPICAL SECTION THRU
<br />CAST IRON BEND TEE OUTLET DEAD END THRUST BLOCK e.arelp rases a 1,000 peeve
<br />'., �. ...: ,a:^_:... _.. ..::::-).�•:.. ,��;:i '' •.•. p., saume lad.
<br />—1 : SECTION' A -A 6"d Plpe
<br />Class 'B" _ • � •.•, THRUST BLOCK. DIMENSIONS
<br />Concrete A Flanged by Rirg-Tit• Adaptor FITTINGS A 8 FITTINGS A B
<br />Cam Thrust Block- (As Required ) Conc Thrust Blod_ I' -•I
<br />Rater to Detail this ' Refer to Detail this 6" LINE 10" LINE
<br />ELEVATION 6 Flanged or Flanged by zz 1 t - 6• t- s• 221/2. 3'- o• z - o
<br />Sheet.
<br />Sheet. "-Tito Gate valve. as• Y -o" Y -a' as•
<br />\Tlfce N0. Il T" Or Equal. TEE OUTLET T-0 -O TEE OUTLET <-6 4 -Standard Frame and
<br />_ - Dia or Sq.
<br />e NOTE: A 1'-6" concrete cone may be used if approved by the Engineer. � 4S` /�� DEAD Era -r-7-DEAD END - IV -01 6"
<br />l B" LINE f2 LINE Cover Assembly
<br />e 5A #Tf& SEWER MA�(IHOLE Pipe 221, • r-0• r-0• 122 0. • 3-0. 3'-0'
<br />. _ _ as• 3'-O• Y-6• a3' a'-6 4- 0' AC,
<br />D• a'- • - a- o
<br />I. Fee Hydrants *hall be placed with*4' outlet facing TEE WTLET 3'-6 3'-O' TEE OUTLET 5 -6 4-0 o ' ., s • ; .+: . ; m,' 4
<br />DEAD END 3'-6 3'-O DEAD ENO -6 ♦-0' •� •" a -a • •.
<br />directly towards nth• sired. - ' P. C.
<br />- - _ 2 Fire Hydrants shall be clean and free of concrete. B v • - I 116". d a' • e
<br />0w 3. Fn Hydrants to be American Darling Model B-628, De or M 8; H Style 929
<br />. . . . * 24' 3d' or 360 '
<br />'Rsfiant , Mealier Cenhriom or "Modern C•tMrion , or approved equal (2-2� alts
<br />A NOTES1 I. Drop manhole shall be used ` a 1-4' outlets)
<br />Ae. when the difference in invert main Sewer 0'' Or other size as required by the local Fire District. � ST 1 �-Survey Nanmsnt _
<br />Lindlisturbold
<br />• elevations of the manhole leo MAIN J \ "a x
<br />. . 4 All Hydrants and los painted OSHA safety yellow cr as 300 Won
<br />exessds 240 TYPICAL Y JOINT required by local Fin District i �00 E 8"em.nt Soil Wsntif
<br />Pin With
<br />to
<br />2. Refert Sanitary Seertr Manhelt SERVICE CONNECTIONS i•R�
<br />Petail For saltforlal notes. z °I' TYPICAL SECTION
<br />3. Drop pipe may be either A.B.S. or V.CP.
<br />FIRE HYDRA�T TYPICAL STREET SIGN
<br />I -_----
<br />BnckflN with materials •gaol to or NOT
<br />- - - - - - - - - - - better than the existing pavement _
<br />'N
<br />_ - - in quality arch thickness. L One atnd sign le nglied �'C
<br />B = �\'1' - - - -- Existing Pavement at •acre inters•ctfon.
<br />Block mosibers am to be acquired
<br />\ 6 2 ffost t Joaquin Col " Depart- A //��/ SUR a "'• � A
<br />SECTION C -C +... - •.. ..".�:w: '..
<br />mart of Pla -i and ok"kig Inspection. • ' Cost Iron Frame and Cover o Compact In r2' max layers i11 I 3• p
<br />n to a min. relathe compaction - a Sea knprovetnant plat for local= A
<br />Cast Iron Frame And Cover :'i: � .'� � min. t _ -
<br />Refer to Improvement Standard No. ::.•..: -'�.' Il. (TYF) of 95%1widef Dam and of STOP sign, when required. ( ..
<br />°_s 3' D" `l _ — _ — shouiders� and e = — — MAIN ST 4The WVM of the 94 we! a* Yak" ,\ ON
<br />s.• ': 3 — — — outsidtt shoddara. 100E *" 1 • \\\
<br />due b fife Mnplh of the attest
<br />AN o = — _ )g Raised Letter
<br />`o Compact in 24"max.laws
<br />to a minimum +
<br />Exist Pavement 2'-0" Bade of Pavement
<br />• _
<br />_ p- relative compaction o• p
<br />• Or Ground i x 6' Bolts r N O of 85 Y*. a Back of Curb.
<br />a' 0 .rs S, - d: :." ':: • ' - D o� Compact in 6' layers
<br />Tee Fitting •` - a y o �_ "'•' s 's = 10" 0. 0. 10 relatiwmcaapactian 10" 0. D. 10" w Cover Hales 'i° •se From Malarial• Cast Iran
<br />C.to a Lift
<br />I_0 / M x Min. of 90 �:. Min MIn. F
<br />�1 0. 0.+20" Mitt
<br />0. D.+ 20" Min r_
<br />'•= .. •�;' Al - -' 6• Ptxw•d - In - -...':. '':::'_c: a i- Street
<br />Place CatneMe ,. Sigh Location ,
<br />a Drop pith ! y- .. : a _.- - Blocks (Cha" N
<br />d C is C •.' s Rlfw'i'. '8' Carltx•to) is I
<br />— — — RIGID CONDUIT FLEXIBLE CONDUIT T
<br />N
<br />e` i'.
<br />Stainless Sled: Bottom Of Trench
<br />N
<br />Braalt out 8aidf Anelnored J Break Out
<br />TO Wall. �• r Plea to
<br />Be T � 2" ID pipe STREET SIGN POST
<br />f..ap � TYPICAL CLEANOUT INSTALLATION
<br />,�': rw•'a NOTES N
<br />.-.; L Relative compacilon of materials shall be tasted by the State of California, i 1 LOCATION DETAIL 1 =• 6" Diameter �'•
<br />Dept. of Transportation Testing Manual, test method No. California 216 cr 231.
<br />TYPICAL 5AA//TARY SEWER DETA/1,5 — 2 AN existing Pavement ,hall be neatly at to line prior to bench excavation.
<br />:...
<br />' � •.•• : �m ..- . ..�' _ :.:t :::.''�� !, 3 Janine a ponding wile be Dermitted within int sir"t Right of Way with 3 year bond 0 3.
<br />/�j G, C F 4 s when shown by sail composition and compaitibility. ninety percent (90 %)
<br />Cit" "Be Concrete /° -!/- 89 �9 •'
<br />Ki e C; I'1> )3)?A\� 1'�C S ha e been f f0�� E' er compaction may b• used, when approved by the Director d Public Works. SECTION A -A
<br />t �, TYPICAL STREET SIGN
<br />SECTION A -A SECTION 8-11 "c "' `� b ` �a"°n INSTALLATION ,SURVEY MOi(/UME�(l T
<br />t �+ t5�rr herd by ,r7,:,. in cn- ,�= Ll��173�51JTA/VDARD STREET rJ'/Gil/
<br />N SAsiJ/TARP 5E INER DROP MA�t/HOL E "� �R} err "* TYPICAL TREEJCH BACKF FRAME € CDVER A55EMBL ,����? DETAIL 5
<br />\�
<br />COUNTY OF SAN JOAQUIN
<br />DEPARTMENT of PUBLIC WORKS INLAND INVESTMENT CO. /C E R G R 0 LTD. I[
<br />! APPROVED DATE Aug 88 ^ — ^
<br />CHAS. H. BLOOM Co.83
<br />R.C.E.CEN0. JPB,BAG W I L C, O X ROAD /d
<br />I I GENERAL CONTRACTORS DIRECTOR OF PUBLIC WORKS / � / /
<br />STOCKTON, CALIFORNIAAPPROVED REVISION i���` R. G. C DETAIL SHEET 03574-
<br />
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