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THRUST BLOCK
<br />THE BRANCH LINE. 6 RINSED ON THE g7rE OF P.L. HYDRANT R
<br />rA
<br />ADJUST BOX TO GRADE
<br />• • r „B.• • ,,8,.PER COUNTM9IDE STANDARDS . PUMPER OUTLET FACING STREET
<br />I1 2• MIN. mJ.FINISHED GRADE 20" AMAX. 4•�STANDARD OWI VALVE BOX1' MIN. oA, 1 MIN °..A' i. • �. • • ; JO" MIN. 2 1 7-1/2" .; 9' • .' 9" 5' MAX SERVICE •_
<br />TYPICAL THRUST OrK TYPICAL THRUST a rex 7yp JlI 7H ECT B -K t2' , ' �.. • •; ALSO SEE NOTE m � 90• BRICK ITL MNG • 4'C CHAN41 JOINT HYDRANT T"
<br />BEND TEE Olftl£Tv DEAD END ® ` CIA gg
<br />45' MAX. THRUST REQUIRED1013/8" CORPSTOP(TYP. FOR Z!
<br />TgN
<br />ArtGEEs) FITTINGSLBIL PER © M� THRUST BLOCK a
<br />BeOR SMALLER 1 - 1 _g 2. (nor TO SCALE) © . .��. Q
<br />- 17
<br />W 27 1 2 0 _,--� NOTES: CONCRETE BLOCK / ® • '>•�
<br />i 0p
<br />_ THRUST
<br />2 _0 1 1�",pyOV�A. MNP, UNE E EACH LOT. GATE VALVE BIACYC
<br />1' MIN. -•I e 2 - 2 -0 2 90° l?OMP, x EFMPE � CRL, N JAMES JOPious (No MJ-M1O W/ � OR EEQQIGIAAL. R STOP. SECTION a
<br />TYPICAL SECTION THRILL - _ INSERTS MAY BE USED WHERE APPROVED BY AGENCY. 1y
<br />THRUST BLOCK - _ 07 METERS SWILL BE AS SPECIFIED BY AGIMOY. METERS SHALL BE FURNISHED Am la • g
<br />INSTALLED BY THE R. AG9iCE8 MAY ELECT TO PROVpE THE METER AS ti SI3
<br />PART OF THE COTIP�F�EIR = t
<br />NOTES: mr.will.cl4_0 3-o NOTES r a
<br />®GATE VALVE 94 TEGURW PRIOR TO ANY POINT OF CONNECTION. Rail
<br />e
<br />1. BE ALL THRUST BLOCKS SHWJ. 6. THE LOCATION OF THE SERVICE & O E SHALL BE A MIN. OF 2411 FROM ANOTHERa/
<br />ALMN 10 I. VALVE BOX AND UD SHALL BE CHRISTY N0, G5 OR AS APPROVED BY THE AGENCY. SERVICE SADDLE, BELL, SPIGOT, OR 071 FlT1n � _
<br />LwO RESTRAINT
<br />'St STET - 2 -0 o
<br />2. ALL UDS SHALL HAVE MACHINED SEATING SURFACES. ©METER BOI MAY BE PLACED ADJACENT TO PROPERTY OR EASEMENT UNE WITH NOTES: aN
<br />2. RETICAWi SYSTEM FOR - M VALVE BOX RISERS SHALE BE AS MANUFACTURED FOR THE VALVE BOX SUPPLIED. PRIDR APPR019L OF THE AGNNCY•
<br />VERTICAL PIPE BENDS SMALL TEE OUTLET - VALVE BOX RISER TO BE ONE CONTINUOUS PIECE AND CENTERED ON VALVE. ® RNXD/fOUCH READ URETER BOX PER AGENCY REQUIREMENTS. I. HYDRANT MODEL TO BE APPROVED BY AGENCY. `
<br />BE AGENCY.
<br />ED � THE 4 -0 - SHOULD BE RISER OR B' 0, CLASS 100 Pv'C. (ALL HOMES LOCATED IN DRIVEWAY AREAS TO HAVE IFRAFFIC COVERS.) 2. SEE STANDARDS FOR LOCATION OF HYDRANT.
<br />3 -6 SEE NOTE 5. e. APPlIR1ENANCES PER AGENCY RE1gLiNiOlE1JT5. 3. HYDRANTS SHALL BE CLEAN AND FREE OF CONCRETE. $
<br />4. HYDRANTS SHALL BE PANTED YELLOW, IN ACCORDANCE WITH AGENCY STANDARDS.
<br />3. THRUST RESTRAINT SYSTEMS _ 4. FOR BLOWOFF INSTAUATION, REFER TO DRAWING N0. CW -we. ®LDCMOR WIRE RfDIlhEO BY AGENCY. 6- DIA. PVC PIPE UWWA C-900 WITH CIP EQUIVALENT O.D.)
<br />FOR PIPES LARGER THAN 12' 11T 3 -0 3 -0" 5. ALTERNATIVE VALVE BOX AND RISERS MAY OU USED WHERE APPROVED BY THE AGENCY. BALL AIME METER STOP WITH LOC( LUG, FIRE HYDRANT LATERALS GREATER THAN 100 LF, SHALL HAVE A GATE VALVE INSTALLED
<br />SHALL BE DESIGNED ON A ♦ 4 -0 __ 6. CONCRETE COLLAR NOT REQUIRED WHEN VALVE BOX IS LOCATED IN CONCRETE (AFTER FLUSHING SERVICE, INSTALL LOCK SUPPLIED BY AGENCY) NEAR THE FIRE HYDRANT AS APPROVED BY THE AGENCY.
<br />CASE (B CASE BASIS AND - _ gDE1MM�C AREAL 11 FWI0 07 BREAK AWAY SPOOL WITH HOLLOW BREAK -OFF BOLT'S WITH NUT ON BOTTOM Ki !'I
<br />SHALL AA%TpV(D BY THE TE 4-0 M VALVE STEM EXTENSIONS MAY BE USED TO COMPLY WITH 5' MAX. DISTANCE FROM /1'OIICH READ PAD PER AGENCY REQUIREMF7YT5. (PROVIDE AT LEAST .FEET OF wiRE.) CONNECTION TO HYDRANT.
<br />AGENCY. END -D 4'-0" GRADE TO NUT, ©2 RADIO(REMOTE READ TR.WSCOVER PER AGENCY REQUIREMENTS. SUPPORTED BY CONNECTION
<br />JOLT MATERIAL WHERE HYDRANT IS PLACED IN CONCRETE.
<br />4. CONCRETE SHALL BE CLASS B. S. TRACE WIRE MAY BE USED WHERE APPROVED BY AGENCY. 1/2' SOH. Bo cONoUIT (24" MIN.) (PROVIDE In CLEARANCE BELOW UD)
<br />MXU CERTIFICATE LAY BE ACCEPTED BY AGENCY IN LEIU OF TRANSCEIVER INSTALLATION.
<br />IEvmaN DATE COUNTYWIDE Y OF SAN JO STANDARDS ��m -------- -- --- ■
<br />--- -- -
<br />OWONiT OF SAN JOJIINNN "x"01 DAre COUNTYWIDE IMPROVEMENT STANDARDS COUNTYWIDE IMPROYE1lENT STANDIIIR�S ArPRa+Eg er sLVIsx1R _ wTE COUNTYWIDE IMPROVEMENT STANDARDS
<br />COUNTY OF SAN JOAQUIN COUNTY OF SAN JOAQUIN
<br />so JOAQUIN calm DATE Ir t eI lx: Jlet< Blie COVEN OF SMT J 1N
<br />eeea®a rveo rw see as SM JQWAMl aIUNiY DATE a Ar w. rlv mOs 9NM J(MgiAr! C7dN/TY -DAVE
<br />THRUST BLOCK CHART °�" a "�"E ossa +r ser sw JOAQUIN couNm NE i
<br />IMPROVEMENT CW -W4 VALVE BOX DETAILS -- WATER SERVICE atMoroA or waw esw _ FIRE HYDRANT aee.•lae � 1ww .rants rum hen
<br />STANDARD NO. IMPROVEMENT CW -W5 IMPROVEMENT
<br />STANDARD N0. INSTALLATION STANDARD NO. STANDARD
<br />ASSEMBLY IMPROVEMENT CW__Wi6 d
<br />STANDARD N0.
<br />MAINTENANCE HOLE
<br />FRAME & COVER. ADJUST TO GRADE
<br />PER cOUNremi STANDARDS
<br />PAVEMENT '
<br />2" 'S' stomped in top of
<br />curb to identify sewer
<br />INSTALL GRADE RINGS AS REQUIRED service ALT. A
<br />�.' FOR GRAPE (GROUT IN PLACE) Imin 2' max
<br />2' MIOOMUM. - III
<br />• 24" 1
<br />MIN. 1 - i/II bend 211 min. slope
<br />tO ' PRECAST REINFORCED CONCENTRIC 111
<br />CONCRETE CONE m Y
<br />Temporary woos stake - 1 /6 bend
<br />tr I (2x2 or larger) 1/4 bend -
<br />w 45' Wyye-Tee -I
<br />•' Service lateral combination - Place service line against ?� /
<br />undisturbed earth in k0 in trench y On earth (typ)
<br />5' Aywwaa
<br />Of ¢ - _.- ALL JOINTS SHALL BE SET 4" Per f4 minimexcavum of Service outside
<br />o ON FULL MORTARED BED AND tI
<br />>: Approved stoppem diameter. ALT. B
<br />1rL BANDED WITH MORTAR ON stype-z.�---
<br />BOTH INTERIOR AND IXiERiCi Wye Use standard connection
<br />SURFACES, 4' min 5' max --
<br />Sewer ALT. C
<br />Main Undisturbed earth
<br />N a
<br />` F4W0 FINISH SLOPES 1/2" crushed rock
<br />J - •" I
<br />4
<br />ao 6 1/B bend Po -I=1 Ball to be keyed 1=1
<br />into trench wall
<br />- S'-10`- ' Wye 1 _ -
<br />NOTES' UNDISTURBED EARTH
<br />1. FOR PIPES 33' DIAMETER AND SMALLER. Flow
<br />• I=1
<br />0 ECCENTRIC REINFORCED CONCRETE CONE MAY BE USED ON APPROVAL OF AGENCY WYE DETAIL PROFILE DETAIL
<br />WWyye placed in
<br />® PRECAST REINFORCED CONCRETE MAINTENANCE HOLE UNIT SHALL CONFORM ctaes C concrete to
<br />sprTngTO AS.T.M. C-478 21811lino where
<br />® CONSTRUCT FLEXIBLE PIPE JOINT AT 2 FEET MAXIMUM FROM BASE NOTES: top of pipe is 10' or
<br />OF MAINTENANCE HOLE FOR RIGID PIPE. (EXCEPT CAST-IN-pLACE). grouter blow finished
<br />© INTERIOR COATING WHERE REQUIRED BY AGENCY. 1. All servicus shall be 4" inside diameter or as shown on plan. grade. g
<br />2. Contractor shall use the most appropriate type connection
<br />® RUBBER RING WATERSTOP OR ADAPTER REQUIRED FOR (alternates on sht. 2) for the particular situation. ALT. A CONNECTION ALTC o C
<br />PVC PIPE INSTALLATIONS. 3, See standard plan . CONNECTION for required cleanouls & boxes, O 0-
<br />N
<br />. FOR UNPAVED AREAS LEAVE MAINTENANCE HOLE ABOVE GROUND AS REfJUIkED BY AGENCY Shoal 1 of 2 Sheet 2 of 2
<br />RtvMatt oATE COUNTYWIDE IMPROVEMENT STANDARDS APPROM BY 1e r ► r.r w ---- error
<br />COMM OF SAN JGAQW SEWER SERVICE LATERAL SEWER SERVICE LATERAL I
<br />TYPE I SJN JQYNUN Cd N Y aTE
<br />oe®:ahr a ore saws suer JLD
<br />- --- MAINTENANCE HOLE IMPROVEMENT .4 COUNTY OF SAN JOAQUIN r• SEPT. 1991 er. COUNTY OF SAN JOAQUIN :;ESE 1991 Z
<br />STANDARD NO. NONE NONEve,..w.r a waR veveve ore.. _ A 'rr NONE
<br />.--- vera x. S - 78
<br />Anne Bran b W lem.,re altrf eY OeW --
<br />In
<br />Expansion Jest TO. C_ =w
<br />swuW arM ° n 1e° `Inn answer � W etWmnd r,.•.' -4" Wire mesh
<br />m Ti'ar 8acktiillth with
<br />the materials
<br />equal to or
<br />------------,, and base In quality, New Pavement
<br />Y Ty}� �- Fence rr roam save - 2' -- pavement
<br />A ----- 68 112,IIL..��� iI I+-6• -.I -g• I I VOW"
<br />be 1" thicker than existing
<br />A h 4:1 max. New twsm@ne hall be l'fthi thicker than
<br />f1eeW I I I I SECTION A -A T e j existing base, minimum of 0.5 test.
<br />f I
<br />Cultw --- _ :1___1 END ANQ QWNER ' ;r, i
<br />, Existing
<br />POET A1t5�IBIY Afire mean I Pavement
<br />It)' Radius, 6„ r�N yNb o, Ir r 10• _ i i 6' Min. --1 6' 6" Min.
<br />typ. Y -r a r,r ineM sr ao' veno ue err a lam' le Ira eW , � (EYP•) I'
<br />PLAN DA a to ver se w ver Men! sera ":r"' p., r=47 .i = r si" ran �..• a • r s.w. I I (TVD-)
<br />SECTION A -A '"rhxaaeMh ere �-
<br />`defen .nwB ae. tr.r r T
<br />+.ren M •eea.ra I j Compact is in roux, _
<br />'1 t'- 6" '-'1 6« i 3 -O ckworsomp to n of 9 rotative 3' O"
<br />compaction tN 951n
<br />PA P aa. +•' SECTION B -B ' P
<br />2 iyp 3B' A- e+e rwveh •� __ -- under pavement and Variable
<br />Moet Men � I Top d cure y 1% �X �+- 3 raano aNSG � - - -_- -_ 90X autdde pavement. ---_----
<br />o r w a sweed � t
<br />• e' It rap of ane E -� x ar r"a ee�r •' Variable Compact in 24' mox.
<br />^ ...,. .., b Oar Mw m AIM ee►eera) = layors a l min. relative5%.
<br />sera. 4' } B `1 A+7 FRONT VIEW - - compaction of e6X. OD+iz"
<br />- Ib.dtn d
<br />' • ' ' �� i _____-___ Compact in g' I
<br />�Moyra�l Con 2-1/2'/ x 12" Donee 10' min. aesiV ___ _-____ __ ' _____________ !a a m�?imun� ° ve
<br />olsoMn JeYa. N esM YNs of Erosion control .me omwr Y m r�orr -a•ve ave.rw ; compo On o J
<br />sw tax a se- s. eorbhnetlm JWnt. T♦pe diaeAorge A 'a C 1 ___'
<br />A. 3 See Std, A tex+r r .her rr�r r r r.r er y. 1!e• n-ew• 10" Min. O.D. 10" Min. 10" Min. O.D. 10" Min.
<br />�9• her q e.n• / will Construct cut-off 1 , ,
<br />No. D-22. FENCE LD(iQON L will sound the ; 1 O.D. O.V.
<br />tXon A• P.C.C. , entire perimeter ' -- I W + 20" Min. + 20" Min.
<br />^: ^;: •,r , ,,j�„• 6' chain link fence
<br />Sidewalk
<br />5' with Plastic slots -f0" �- ;---�er-0t ! Tae at 1 RIGID _CONDUIT FLEXIBLE CONDUIT
<br />SECTION A -A S hgme. I^2' ()
<br />Rip -Rap Ra swats YNc°I Fabric MwnunB Detaso ; channel --slope
<br />--. P- P ..__ .._-__ __._____ ' _____________
<br />4:1 max. GAFE POST
<br />NOTES: ,. _ TPICAL MEMBER DI SIGNS(See Notes -
<br />{} +
<br />ON, B A
<br />1. Hops sholibe-Pilm cos trop and 6e +r a 1/2• - II go" r.., 46 N�' TOP VIEW NOTES'
<br />equal b P-6002. h} } R/W N � 9atn xaw n .e e.r r x r ever 4 r.0 a• 21A- a.w 1' -bin -
<br />and etgll a I 1 E - Sidewalk eCD "'�' Os _
<br />m P -mi. %} II [.1 n a - Niter cut a I--------1--- 1Relativecompaction of ateriala shall b tested in accordance with
<br />e 9 .. a' -e' .re,w a 1aTs pipe the State of California, De
<br />to Awns. M{r u r ,a• N. M. . •N.N ..+N .N• N. N. N. ve __ to fit flush pt. of Transportation Testing Manuals. test
<br />2. Answer aonerete eatchbeekr, rn be Toed 2e 1/2• 1+ nin 18' a urn ave o• u.m with slops C? method No. California 216 w 231.
<br />MTh sAble em_ VN } }} f .Ne N• •N• .N.N .N.N .N•. Nf M• MI . i ^ n
<br />r.Y.V "4' } 7•} e• � • s 1�r e. �� I �. All existing pavement shall be neatly cut to line prior to trench excavation.
<br />3' �' Wdb r"al' b Pe'O^d }' ��` Match channel Eras aloe `'-- ^ 3. Jotting or ponding will be permitted within the street Right of Way with
<br />top WWxa h. n K el�wH W Yw w 12�ma >} 1. nr aso.�e fawn shave e+wnNa oe feet ave Inane .•etiere .heat mar r w s.n e r4�7: p 2• a 3 year torxl.
<br />y position and compactability, ninety percent (90X)
<br />spm d the lXxabsotdr-?tf.}:}fix} = Drain system Drain manhole Sze
<br />basin and depth 2 s.eeom elnan laaw mud ab wins mesh 4. W� honnm sbe used, when a rovedteas the Cal nd pave 1M q1 2 '•>'•f•+ P aampb aAt an ssansln o -D -- pact' ay pp by the Director f Public Works.
<br />M Bhe Catehbnrrh nenWltltlmlyr -1' _ _ to be determined by ^wr+w.rr ase .e.r rar.w. a n,.r Tar, of channel W 6'-0" minimum 5. s tial beddin ro uirements ma be shown on the lans ors cified in
<br />wsh the Curb end gutter. I hydraulic calculation J. aa.r soman w.y,oarrpVru e.. aa„sa, .gn,er..w,re ww ver, w. y. W = 2 x pipe did. (3' to 6') Pe 9 q Y P pe4. AN es�oaeaag 9" old be 4god e a sN f}ea°aes" '"er M 'veva w' p'°,°I of Me 6'p". rr __ �� NG7E: i. Uee saes '6• concrete or special provisions.
<br />too slklkAumaM�lWtF . ifsNVn�Md, Manhole •- oWr" mendwe °hw W unrw.e r e,r •e• waled .site I grouted cobbles as specified. 6. Shoulders shall he as shown on the pons or specified m the special
<br />SECTION B -B Aorrwha fiver a.e a.NW �,,a �.•a 2' in. provisions but in no .;ase shall the shoulder be less than three feet wide SHEET
<br />,meg• 2. gx6x10 go. wire mesh
<br />e. Neeeo old. an r.gtiW dr years an axe pa+e ••ar r•. sia r r.r ., en•..d d eneew.
<br />-1- 54*10 ago ut c wire
<br />as measured from u,e edge of pavement,
<br />x. seen • rw�er------------- - .._ ----- SECTION C -C
<br />TYPE 2 "° STANDARD ""'°" -- - --- ----
<br />CURB INLET CATCHBASIN 1e" W COMMUNITY rate' PO CHAIN LINK FENCAM E r e P EROSION CONTROL �"��Fee. lose "Owie"
<br />beeft JLD _ JLD RETENTION BASIN "�"�� PIPE DISCHARGE iD TYPICAL TRENCH BACKFILL
<br />ta.e.r r COUNTY OF SINN JOAQUIN r SEPT. 1991 ve nen i, r'• a DEW ' err JLD ---
<br />COUNTY OF SAN JOAQUIN one JUNE 1997 ---_ r.m v JLD
<br />5
<br />COUNTY OF SAN JOAQUIN COUNTY OF SAN JOAQUIN e•r JUNE 1997
<br />r NONE anrserwnae� ...r a. D - 14 r ....tr COUNTY OF SAN -JOAQUIN v JUNE 1997 r"'r _ overs sin D-22 Ina NONE ou.n,a.wewc rxa aor,x w. R_19 _
<br />' ver JUNE 1997 aa.r r
<br />NONE rsiwaewwwwve •axw sewer ex D-24 r, NONE e.rww«rw er.r D-12 :r NONE epreneM a News Ever
<br />t COPY TO 2" Mi EWAKERING OF 15 SHEETS
<br />Vit l4A ` S&A
<br />V
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