|
ExVa^5iO^ Joint
<br />r 5idsrratti�
<br />� Gut tfar C.,� I
<br />ELEVATION
<br />d
<br />FO ADDITIONAL
<br />s
<br />TAILS SEE SPECIFICATIONS
<br />I '}' S -r• 4 . r.. S' 4 I'- -
<br />1rw,Ml,al j Ran* TruneA+ol, , 1
<br />4'
<br />6'
<br />�- �" Lip /`�•.-- - _- -� 4 See Note + I
<br />VIEW A- A e with 45 - - - ....a ..I • -
<br />E.P. Street R/W
<br />Exist. Wound ' Fulwe
<br />motor Box heeler Ir
<br />Bottom of t)#ch
<br />fit any) .' ,1.-{�•�
<br />� I Caanection
<br />At a 36♦ Rebar with
<br />"Z • _
<br />L_ Cauushan 2 hose clmnps 12. 0900
<br />o Ad"tor
<br />t0rporauon 2a4• Min, Cover below Darla"
<br />�pq of oil ch fit any)
<br />bockfill with materials equal to or
<br />better than the existing pavement
<br />in quality and thickness.
<br />Existing ftvemtnt
<br />0. 6 Compoct in 120 max layers -
<br />6C "
<br />Min, -- to a min. rotative campactian
<br />( T y p.) _ of 95%lunder poviernent and
<br />shoulders, and 90%
<br />outside shoulders.
<br />'- �CompacI in P4"mox low • /v
<br />9 to a miAimWmi
<br />p relative compaction
<br />�� of 85 %,
<br />° Compact in 6" layers -
<br />If)' O. D. 10" fa a miramum 10" O- D. i0"
<br />bevel with �'�;' 2 i Service �"
<br />" ct►ornta Clatiow 0- or larger Mitt rotative Compaction Milt'Min.
<br />20- Dwble CO.. 0 D.t 20" Irlu►. of 90 %. 0, D t 20` Min.
<br />—VIEW— ` _
<br />t r Mac; sent. --j
<br />NJES;
<br />I 'r PPM 4" or
<br />3� "------ - 1. Plastic pipe up ta1�"LD. service Ilholl be nitro high molecular weight E UHMW) RIGID CONDUIT FLEXIBLE CONDUIT
<br />If or -- --- --- -- Polyethylene as manufactured by "Driscopip*", "Oforgeburg" or approved equal
<br />l �+ - -�--- ' n • with minimum Pressure rating of 160 psi.
<br />! Expansion Joint Typical -- \ ►^ L • , I
<br />t _ : '- � 2, Plastic pips for 2" I.D. cervica shag be P8 2li0 Potytwtyssne or approved
<br />Sidewalk I 5'`'`' '� ' +` ..'�;:::iT / I - �^ - o equal with minimum pressure reel"" Of 060 psi.
<br />- l LAIN. \ f... 4 '►'.:' I, f ,I O ES
<br />A A i �-. Corpaatlon stop shall have corporation conk threads. N T
<br />1 \ - r ►' A. Angie stop et►oll hew ewlvef nvf Ist+d bak wings,
<br />4 g B �� I. Relative compaction of materials shall be tested by the Stora of California,
<br />xl•
<br />5. Angle stop siholi be ver/IcatlY plonbasl_
<br />VI TAI .-..,■ ` 2* I� & Size of service line. shall be as required by the County.. Dept. of Transportation Testing Manual, test method No California 216 or 231
<br />CM Curti and \ �`��
<br />- '� ( 7. Meielter emote -Citi oonneCtbn etioH t.011tp►rlt to ASTM De*igKgtlOn D 2238. 2. All existing pavement shall be neatly cut. to line prior to trench excavation,
<br />G.at.r rine - , �+ 0 ed a Mrringborse '-'^' I ` 3. Jett►rq or pQnd+nq will be pern►►lled whhin the NrMt Right of May with 3 yeelr bond,
<br />12' j
<br />-Curb L -n*
<br />too
<br />4\ wt'4r
<br />b
<br />T
<br />Crosswalk
<br />Groov In w /
<br />pattern with ;" grooves approxi. 4 W A T E R SERVICE
<br />� 4. �' When shown by soil composition and wmpoctibibty, ninety percent I s+d %)
<br />I' O.C. Woows etwuld a - SECTION A -A
<br />aligAed pardiei to CXtiaswaYt � � � � compaction may be used, when opprov*d by the Director d Public Work:.
<br />� strpos. : � ' � � 1 t lrvwp tyre orals n+oy lis ----- Variable — l'-
<br />\ ` freod as o"W"Is, r 4 A
<br />±� firoovrs approx. 4 a O.C. w 2. off" et�all �e faetsxied to frome � r �_
<br />` with IB >aj beat -treated chain i �---Gait Iron Ltd
<br />R/W i
<br />jl �
<br />-��--AalOie-proof., mochlned
<br />or ✓ \`-__ jPro�t�Lrns _ PLAN Varve Box, Frame and Lid O FOR ALL STREET "along surface
<br />Rotor to Improvement Standard No.. E-2
<br />-- Break -Off JaIM LOCATIONS-'
<br />2" above ground line tj
<br />Expansion Joint Typical
<br />' • . , .• �. • - ;p 2' Asphalt Concrete �.
<br />+, - • , • .,. ,.. I3 jai r-Finiihsd Wodt
<br />Water Main Camases Anchor Block 10•` • '
<br />Face 4f Curb
<br />G* / Plps ' • .• . r •
<br />Fiongod by Ring -Tile Adaptor `
<br />Cane. Thrust-BIpCk- IAB Rs�irsd) Cone, Thrust Block
<br />I' W-TAOR OFF ^�TREE�
<br />P_ Refer to Mnprovtment N
<br />_ Refer to Improvemerif 6" Flanged or Flanged by LOCATIONS
<br />•n In
<br />I w Standard No. E-3 fling -Tits Gote Volvo- Standard No. E-3.
<br />NOTES'. - ' • I Tifco No. II Tee or Equal.
<br />. Concrete Bois to be
<br />W r • • NOT E S fernsi/
<br />o+„ . Ent � i around Volvo son.
<br />{' I} tad 2'16 sidsvialil slope.. For tt3" curb Itooiplsf either use 8' rang or fre►asition �4 • I. Fire Hydrants shall be placed with *4" outlet foc'" Cancrele Bass not
<br />I . $ Romp for 41 I Mr lteigli » t� o of r arty
<br />curb h*+gfnt to 4I from expansiort � !I� g ,'• dirEctly towards int street. necessary. when Voles
<br />24• 2 Fire Hydrantsm of sidewalk.. shall be clean and free of concr:le. Boa is tocolin slack
<br />2. Catch basins and other obWvcttoes eye nor is be leen" within the whealehexr path area. •*+
<br />3 Fre Hydrants, b seri
<br />be AntaA Darling Model 8-6213, prewar M 8. H Style 929
<br />3. Sao Statldard 0-4.8- S= Of >3- • Iter Curb, awsar ori! Sidewalk Details; and state �aeldNA Plop me -5 fir "t - ", Der �CaMurion" or "Afridarn Centurgn", or approved equal i2-2 %2"
<br />8 1 I.4" outlets)
<br />other details. SECTION 8 - B
<br />� Or Whet sue as required by the local Firs District.
<br />RAMPFRAM JRATE- 4 All Hydrants shall be pointed OSHA 00" yeilaw a as
<br />HA NDI CAIP (STANDARD ST �"
<br />DRAIN INLET) "d `a°°I F R E HYQRANT.. NOTES.
<br />{
<br />"
<br />every expansion lornt
<br />2'-0" ......
<br />Exponebon ,loins (Typ )
<br />- - + NOTES!
<br />1) Frame a Grow shell coaforrn
<br />- A to MWilve"pt Standard No. C-6
<br />-f.,L.
<br />2) Two test a<inisrlum below finished grade
<br />I I I M now derNoprnent. In existing st(eets,
<br />may be less Mon i With the
<br />1Lii. u _ ooproyM of the Engineer
<br />3) 24` pre barrel shat be Claes R C.P
<br />A C.P.
<br />II
<br />From III Grate
<br />MONQLITHLq BEVEL TYPE \ ; • . �`-"
<br />CURB 8 GUTTER
<br />�. 24" pxpe �" c
<br />To -O" Min. '; •. • N
<br />4'-0" kdmtnlem (9idermk) 12" - 2' -O" _.._.__ - Bream Finish 24" t.D
<br />. ♦ x
<br />r-- r
<br />Sroorn Finish sees t w* I • — At Returns • Mot for �� N
<br />ParI Level Line __ _
<br />♦ 10#� I
<br />i � • # a � J '-••«r � I-atNo (lad rrMr1) h
<br />I • -
<br />Dowels -,5 of f elle a 24 spOted • '� -
<br />12' a c , gfassed and wrapped 1n i
<br />one side through *wry Close " B" Concrete
<br />expansion joint MOW)LITHiC KV16_ TYPE
<br />A �TroN e_
<br />CURB OUTTEIR d SIDEMM►LK SEJCTION `�
<br />rlptarfEs •
<br />I. ,rsMrnxcf ettpansion pints ® 200' WARNOM ell M rMile 0 arOMM 111M poke.
<br />reprdeelft ant dow Hra"M et** as adissseow
<br />2. ��'arstiss tore weeis e s i phren ON* shat is oembrtaila4 4 12 064bmm "lir vats -
<br />CURB GUTTER SIDEWALK STANDARD STORM DRAIN INLET
<br />SUBDIVISION STREETS
<br />NO DATE
<br />REVISIONS BY DESIGN DRAWN BY APPROVED 19
<br />_..._...__.__.—_�
<br />--� SUBMITTED BY
<br />_ RCE DATE SAN JOAGUIN COUNTY DIRECTOR OF PUBLIC WORKS
<br />Ae.
<br />..►lir s :, il.
<br />Sa+ilta►y Sere►
<br />mM *
<br />i
<br />Iron From* and Cover
<br />to IeWavemrnl Standard
<br />4-4
<br />Exist" PaVOTAM � - Of Ground A x •' 11ahe
<br />6" or B" I. D Plpe
<br />Polls
<br />Plow Cancrade �•
<br />e A' _ 8",g (Class
<br />oi-
<br />4 i
<br />Betielll Of Tresah
<br />TYPICAL TALLATION
<br />TYPICAL SANITARY SEWER DETAILS
<br />BAUMBACH & PIAZZA
<br />CIVIL ENOINEERS -- SURVEYORI
<br />2 W ST, LODI, CALIF. 95240 PH. 209-368- A
<br />THRU T &9CX ETAIL
<br />45" Mes.
<br />■
<br />• 1A0 I flee,
<br />f •* I+*
<br />r TYPICAL SECTION THRU
<br />TEE OuTLET AQ EN THRUST "K
<br />BMST
<br />WK
<br />W- Wata line
<br />NOTE All rad# =
<br />3 unless
<br />FITTINGS
<br />=F S - Unitary Sewer line
<br />otherwise
<br />noted
<br />A
<br />N.
<br />G - Gas line
<br />6" LINE &-4 4"On-site
<br />Depressed latter "W", "S; In
<br />WLIK _
<br />�6W.1
<br />curb to identify so vice locations -
<br />- —
<br />2= a
<br />0"
<br />` 4
<br />I3
<br />t'- 0"
<br />2'- 0'
<br />A
<br />90'
<br />Vertical Curb ot Returns
<br />Ibro
<br />r
<br />om Finish I"
<br />2 - 0
<br />cc Level LrM
<br />A - 0
<br />4' -
<br />L
<br />-
<br />Id
<br />MAD ENO
<br />�
<br />t4' - 0
<br />00 e
<br />I LINE
<br />__
<br />2" _ ON
<br />21-(f
<br />221/20
<br />S - O"
<br />4x5'7
<br />3- 0
<br />Dowels - w5 or I' Dio x
<br />24" spaced 12' o c
<br />4` - 6
<br />4- 0
<br />greased and wooed
<br />one side through
<br />6•
<br />every expansion lornt
<br />2'-0" ......
<br />Exponebon ,loins (Typ )
<br />- - + NOTES!
<br />1) Frame a Grow shell coaforrn
<br />- A to MWilve"pt Standard No. C-6
<br />-f.,L.
<br />2) Two test a<inisrlum below finished grade
<br />I I I M now derNoprnent. In existing st(eets,
<br />may be less Mon i With the
<br />1Lii. u _ ooproyM of the Engineer
<br />3) 24` pre barrel shat be Claes R C.P
<br />A C.P.
<br />II
<br />From III Grate
<br />MONQLITHLq BEVEL TYPE \ ; • . �`-"
<br />CURB 8 GUTTER
<br />�. 24" pxpe �" c
<br />To -O" Min. '; •. • N
<br />4'-0" kdmtnlem (9idermk) 12" - 2' -O" _.._.__ - Bream Finish 24" t.D
<br />. ♦ x
<br />r-- r
<br />Sroorn Finish sees t w* I • — At Returns • Mot for �� N
<br />ParI Level Line __ _
<br />♦ 10#� I
<br />i � • # a � J '-••«r � I-atNo (lad rrMr1) h
<br />I • -
<br />Dowels -,5 of f elle a 24 spOted • '� -
<br />12' a c , gfassed and wrapped 1n i
<br />one side through *wry Close " B" Concrete
<br />expansion joint MOW)LITHiC KV16_ TYPE
<br />A �TroN e_
<br />CURB OUTTEIR d SIDEMM►LK SEJCTION `�
<br />rlptarfEs •
<br />I. ,rsMrnxcf ettpansion pints ® 200' WARNOM ell M rMile 0 arOMM 111M poke.
<br />reprdeelft ant dow Hra"M et** as adissseow
<br />2. ��'arstiss tore weeis e s i phren ON* shat is oembrtaila4 4 12 064bmm "lir vats -
<br />CURB GUTTER SIDEWALK STANDARD STORM DRAIN INLET
<br />SUBDIVISION STREETS
<br />NO DATE
<br />REVISIONS BY DESIGN DRAWN BY APPROVED 19
<br />_..._...__.__.—_�
<br />--� SUBMITTED BY
<br />_ RCE DATE SAN JOAGUIN COUNTY DIRECTOR OF PUBLIC WORKS
<br />Ae.
<br />..►lir s :, il.
<br />Sa+ilta►y Sere►
<br />mM *
<br />i
<br />Iron From* and Cover
<br />to IeWavemrnl Standard
<br />4-4
<br />Exist" PaVOTAM � - Of Ground A x •' 11ahe
<br />6" or B" I. D Plpe
<br />Polls
<br />Plow Cancrade �•
<br />e A' _ 8",g (Class
<br />oi-
<br />4 i
<br />Betielll Of Tresah
<br />TYPICAL TALLATION
<br />TYPICAL SANITARY SEWER DETAILS
<br />BAUMBACH & PIAZZA
<br />CIVIL ENOINEERS -- SURVEYORI
<br />2 W ST, LODI, CALIF. 95240 PH. 209-368- A
<br />THRU T &9CX ETAIL
<br />45" Mes.
<br />■
<br />• 1A0 I flee,
<br />f •* I+*
<br />r TYPICAL SECTION THRU
<br />TEE OuTLET AQ EN THRUST "K
<br />pTES` I Alt thrust blacks shall be poured
<br />against urdistwbod sols and shall
<br />be Close "B" Concrels
<br />2 T►ttoorst block dimensions were
<br />colwarsd to allow a WI
<br />be w w q vows of 1.000 pounds
<br />poor ow"a foot
<br />• 5 Rebar a top and battaas
<br />D+te t
<br />dr .M
<br />Q•
<br />THRUST BLCk(8'oK DETAILS
<br />DETAIL SHEET
<br />I Valve box and Lid shall be Christy Na G 5, Brooke Na I R T or 4- TT, or equal.
<br />2. All Lids and Grade Rings Moll have machined staling surfaces .
<br />3. Extensions shall be as manufactured for the Volve Boa supplied or Pips of correct
<br />size can be used.
<br />A V E
<br />;nes
<br />f ;
<br />—MAIN
<br />.MAIN !00 E J=_F
<br />-•. ��1R(IYp3 �
<br />TYPICAL STREET SIS
<br />$
<br />NOTES.
<br />I One street sign is required
<br />at each ,nf*rs*ction.
<br />2 bock nirnben are to be acquired
<br />tram the San JoaquM County Dspxsrt -
<br />tnenf of Planning and Building Irdipect0an.
<br />3 See Improvement plans for Iacono"
<br />ST of STOP signs, when required.
<br />MA j 1 N4 'the "Gib of the West won var"
<br />10 E due 10 Ms I1 oh of the street
<br />name.
<br />-Edge of Pavement.
<br />Bock of Sidewalk
<br />n or pock of curb
<br />2i
<br />1
<br />r Street �.
<br />Sign Location
<br />2" I D pipe —� - STREETC4 - 519N POST
<br />!
<br />LOCATIOt
<br />4 DETAIL
<br />it
<br />M �
<br />TYP! AL S REST S-1-6NI
<br />INSTALLATION
<br />STANDARD STREET SIGN DETAILS
<br />SHEET ,7 J OF T
<br />L.AUCHLAND RANCHJos NO. 86101
<br />FILE
<br />SUADIVISION IMPNOVEMIINTS NO.
<br />BMST
<br />WK
<br />DIMENSIONS
<br />FITTINGS
<br />I 'wXw
<br />I wW
<br />FlIrlam s
<br />A
<br />IS
<br />6" LINE &-4 4"On-site
<br />LINE
<br />WLIK _
<br />�6W.1
<br />22 1/ '
<br />!' - 6
<br />2= a
<br />3`-
<br />2� a O•
<br />90'
<br />TEE OUTLET
<br />V-
<br />2 - 0
<br />TEE Ol1TLET
<br />A - 0
<br />4' -
<br />DEAD END
<br />-
<br />MAD ENO
<br />L 4-e
<br />t4' - 0
<br />8ZI
<br />I LINE
<br />__
<br />2" _ ON
<br />21-(f
<br />221/20
<br />S - O"
<br />4x5'7
<br />3- 0
<br />460
<br />4` - 6
<br />4- 0
<br />OUTLETE
<br />l
<br />3' - t3
<br />-
<br />TEE OUTLET
<br />5 -6
<br />4 -0
<br />END
<br />3 -:
<br />1- Ir I
<br />DEAD END
<br />5- S
<br />4- fl
<br />pTES` I Alt thrust blacks shall be poured
<br />against urdistwbod sols and shall
<br />be Close "B" Concrels
<br />2 T►ttoorst block dimensions were
<br />colwarsd to allow a WI
<br />be w w q vows of 1.000 pounds
<br />poor ow"a foot
<br />• 5 Rebar a top and battaas
<br />D+te t
<br />dr .M
<br />Q•
<br />THRUST BLCk(8'oK DETAILS
<br />DETAIL SHEET
<br />I Valve box and Lid shall be Christy Na G 5, Brooke Na I R T or 4- TT, or equal.
<br />2. All Lids and Grade Rings Moll have machined staling surfaces .
<br />3. Extensions shall be as manufactured for the Volve Boa supplied or Pips of correct
<br />size can be used.
<br />A V E
<br />;nes
<br />f ;
<br />—MAIN
<br />.MAIN !00 E J=_F
<br />-•. ��1R(IYp3 �
<br />TYPICAL STREET SIS
<br />$
<br />NOTES.
<br />I One street sign is required
<br />at each ,nf*rs*ction.
<br />2 bock nirnben are to be acquired
<br />tram the San JoaquM County Dspxsrt -
<br />tnenf of Planning and Building Irdipect0an.
<br />3 See Improvement plans for Iacono"
<br />ST of STOP signs, when required.
<br />MA j 1 N4 'the "Gib of the West won var"
<br />10 E due 10 Ms I1 oh of the street
<br />name.
<br />-Edge of Pavement.
<br />Bock of Sidewalk
<br />n or pock of curb
<br />2i
<br />1
<br />r Street �.
<br />Sign Location
<br />2" I D pipe —� - STREETC4 - 519N POST
<br />!
<br />LOCATIOt
<br />4 DETAIL
<br />it
<br />M �
<br />TYP! AL S REST S-1-6NI
<br />INSTALLATION
<br />STANDARD STREET SIGN DETAILS
<br />SHEET ,7 J OF T
<br />L.AUCHLAND RANCHJos NO. 86101
<br />FILE
<br />SUADIVISION IMPNOVEMIINTS NO.
<br />
|