|
U
<br />W'
<br />ttnt/Nr1r /I�t-c+t..te MA�n
<br />*• •.t..•w cew Tyre m fees Ir ■ se j
<br />IsIN • wsnrs � ,ad�
<br />1 I , , I
<br />I 1
<br />`AIYCIIB sy�erNry
<br />grade
<br />i
<br />�.d IVB a -e
<br />Precast reinforced concrete
<br />•PrnlrertorF No..4•107 Froin, and Cover
<br />2'A r .siert t,.d.
<br />DETAIL SHEET
<br />a•.r ares
<br />DWAS%M Fs rf CW
<br />as reaured
<br />etrlMNd we"
<br />too ra..
<br />rX
<br />finewasit, "aw
<br />�-•
<br />AL
<br />1MNN M treefsa
<br />All haws IWrtarad and
<br />••' r Jar mom Ni. / )
<br />oesylse nr mrf..w
<br />'v
<br />Amor slurs.
<br />flansetw. area -Cif. IA}
<br />Coes W P. SDr Sias
<br />conow on
<br />e'
<br />TYPE NAN
<br />CENTER REFLECTOR
<br />FOR TYPE NAN BARRICADE
<br />isinn:
<br />1 aor••.t•• r b an ars an ssreet II W
<br />3.9wrW e= an be ysrrd 1ARa W" a
<br />=ON s %dWw *MO n i M-0
<br />Easwd sear a sswvsmb Por.
<br />BARRICADES FOR
<br />TERMINATING STREETS
<br />C
<br />IL
<br />I .
<br />E;N;D
<br />al.a-CMII
<br />W!1
<br />al" • calif "my
<br />CNe Too no
<br />r-
<br />Top at paysalsal
<br />grade
<br />i
<br />eT
<br />Precast reinforced concrete
<br />•PrnlrertorF No..4•107 Froin, and Cover
<br />grade odlwatatent fines
<br />DETAIL SHEET
<br />20, 30. 4• IS G• section,
<br />e�crtfi
<br />as reaured
<br />Grout in p/oce Grode Rings • os
<br />Precast reinforced
<br />rX
<br />Concrete COW.
<br />�-•
<br />AL
<br />"..—Pavement (Where not
<br />All haws IWrtarad and
<br />••' r Jar mom Ni. / )
<br />boded with Itwfor an
<br />'v
<br />both interior and elle nor
<br />-•
<br />/erre;
<br />surfaces.
<br />, /
<br />G• noturo/ ground.
<br />Recast reinforced nwdtola
<br />plpee, ASTM C47B•edpM N
<br />_
<br />4
<br />w
<br />proper .ales. 11'.2.3 , A
<br />t Min
<br />4 sections as rawaU
<br />;
<br />Precose Reinforced
<br />Cwt wait Freitas and Cow — rater
<br />., N Ita•rowmwil Standard No. C -S
<br />IIII',Class • B• Concrete f 0
<br />V
<br />ball Re- Cast bate
<br />nley be used If opPov"
<br />by tete En"I
<br />ELEVATION
<br />STORM SEWER MANHOLE
<br />\ t '
<br />\ i
<br />NOTE; A r- G• oottrrela cw may be MON If agra,ed by tb ENOWO K .
<br />0
<br />A
<br />.— '
<br />p u o
<br />Pinkerton Porl No A-773
<br />��' C— ;,
<br />Top of Pavement .
<br />Dia, o% curve end pipe
<br />to eonibrm wllh (Jit disturbed
<br />odiacenf pipe �� Eorlh
<br />45'
<br />_I_ v
<br />- ---- pro -- — ---
<br />_ d _
<br />�° • Long raoL Ell
<br />SECTION A
<br />WOODBRIDGE SANITARY DISTRICT
<br />TYPE I CLEANOUT
<br />AT END OF LINE
<br />Direclion of Piot'
<br />Support with
<br />concrete o5 shown
<br />I
<br />7-0,-47117'"/;7 e..5.
<br />L/84/1-0411. 0116
<br />PLAN Qe10i/>/J/5 9Al
<br />ELEVATION 9
<br />WOODBRIDGE SANITARY DISTRICT
<br />WYE BRANCH
<br />of
<br />•� 1: I • dio Piecost
<br />• _ Reinforced Concrete
<br />• ?eefions and Cones •—
<br />w � •sl , coniorminq fo •
<br />~ • fie'. ASTM C-470
<br />AC. e^4p• -tea►
<br />• ' ' Horld finish slopes
<br />Undisturbed Eorth
<br />Note:1)use Coss •O' uw/erefe for o// seetidins.
<br />2) 7'YPE 11 OWNNOL E to have eccel7XI-le cone
<br />rYPE z
<br />SANITARY SEWER MANHOLE
<br />Thi`/./1.I /Jras9 .........
<br />P. Y• G. Rile/, Lsn�iA • • .....
<br />si Rei
<br />NrS
<br />yc' ( so,
<br />tfl' _7" '
<br />DATE
<br />i
<br />eT
<br />��M DRAWN BY
<br />•PrnlrertorF No..4•107 Froin, and Cover
<br />-
<br />■AUMSACH & PIAZZALAUCI�LANO
<br />CIVIL ■NC31NEERS
<br />sURVEYOAs
<br />302 VA ■LM ■T. L0011, CALI/.
<br />Pa1PA0 PMIS sol-aaP-B oln
<br />DETAIL SHEET
<br />with "SAW I'I sew•//r in Cawi
<br />e�crtfi
<br />CA�isty
<br />Grout in p/oce Grode Rings • os
<br />rX
<br />requ,rss
<br />AL
<br />"..—Pavement (Where not
<br />! ' L ooh �XG • J/N/.
<br />••' r Jar mom Ni. / )
<br />in travelled woyo /Cove
<br />'v
<br />r040 we. /)
<br />a : ; M M ,cover G'• obovs
<br />/erre;
<br />, /
<br />G• noturo/ ground.
<br />�srot/t Lojlrr
<br />•
<br />_
<br />�a
<br />t Min
<br />.
<br />Precose Reinforced
<br />s
<br />%
<br />Concrete Cons
<br />w
<br />•/
<br />Morton o///wine
<br />'ZPAW r•^/akwe✓ dT��Lr
<br />of
<br />•� 1: I • dio Piecost
<br />• _ Reinforced Concrete
<br />• ?eefions and Cones •—
<br />w � •sl , coniorminq fo •
<br />~ • fie'. ASTM C-470
<br />AC. e^4p• -tea►
<br />• ' ' Horld finish slopes
<br />Undisturbed Eorth
<br />Note:1)use Coss •O' uw/erefe for o// seetidins.
<br />2) 7'YPE 11 OWNNOL E to have eccel7XI-le cone
<br />rYPE z
<br />SANITARY SEWER MANHOLE
<br />Thi`/./1.I /Jras9 .........
<br />P. Y• G. Rile/, Lsn�iA • • .....
<br />si Rei
<br />NrS
<br />yc' ( so,
<br />tfl' _7" '
<br />4F3*rKC. All &1Aw 1 ••-......... ,-- .•••P.YC.
<br />Je/viu
<br />Pee r Ni•✓Iri/fir 9ii�iYiiy air>iic/ , im/wt. sr� .vi. u -e
<br />SERVICE LATERAL CLEAN—OUT
<br />• r• .
<br />NOTES:
<br />1. Contractor may substitute long -radius P.V.C. bend, if
<br />available, for the two 22 1/20 elbows and 2' spool.
<br />2. Cleanouts shall be installed on all sewer service laterals
<br />at the edge of the right of ray as shown.
<br />3. Cleanout riser and fittings shall be Polyvinyl Chloride
<br />(P.V.C.) pipe conforming to ASTM D 3034 - SOA 35 with rubber
<br />rings meeting the requlrewents of ASTM 0 - 3212.
<br />4. Cleanout riser and fittings shall be of the saws diameter pipe
<br />as the service lateral.
<br />At
<br />0I
<br />Slrrius
<br />>•�%Iloff o/
<br />Lor g
<br />_SS a w
<br />TYPICAL
<br />.Mehr
<br />1
<br />K.rifer
<br />lits gr/�ii/ Af
<br />I
<br />NOTE: (Typ. All Lots)
<br />1. Unless otherwise noted, services to be
<br />at `Center of lots.
<br />2. Services minimum of 3 feet apart on wain
<br />1.1ne i minimum of 3 feet from valves.
<br />3. All rater services shall be upstream of
<br />FN valve in cul-de-sac.
<br />"Avs�e� sa/riul
<br />are
<br />g
<br />RVICLS /*I.s
<br />LOT -
<br />i �t/ewo%t
<br />!O/
<br />w.is� 4r/riu
<br />?Arse oi>s1i
<br />\
<br />04"A
<br />wV,y 1 4iC
<br />X10% y% or 0; /J
<br />UNDERGROUND UTILITY
<br />LMA1 ION
<br />�.•Mi/ b Qansla
<br />W SIWrd Frio and
<br />Ir `• cow AsseaMp
<br />A.C. or
<br />C.
<br />• • •.
<br />• P. C .. ,,: •fa -
<br />In
<br />•
<br />A. fl .. I I
<br />Lbodcorm" Masawod
<br />Ba,amertt Sell TAF
<br />AF a we tm Pla VAIs
<br />Idar lificmioa Maria
<br />'TYPICAL SECTION
<br />A noiwd Left&
<br />SECTION
<br />SURVEY MONUMENT
<br />i ..COVER
<br />Col from,
<br />NO.
<br />DATE
<br />• •Ji/tq'ii,C
<br />eT
<br />��M DRAWN BY
<br />APPROVED
<br />19
<br />SAM JOAOYIN.COYNTr OIR[CTOII OF PWllt M►WN1i
<br />-
<br />■AUMSACH & PIAZZALAUCI�LANO
<br />CIVIL ■NC31NEERS
<br />sURVEYOAs
<br />302 VA ■LM ■T. L0011, CALI/.
<br />Pa1PA0 PMIS sol-aaP-B oln
<br />DETAIL SHEET
<br />RANCID
<br />Su801vIS10N IMPROVEMENTS
<br />MEET 6 e. 7
<br />CA�isty
<br />Y-/ Prolac/iii .Sex W1
<br />• sidrw
<br />( 0" e=. 1)
<br />! ' L ooh �XG • J/N/.
<br />••' r Jar mom Ni. / )
<br />B/Iow
<br />n'o/40
<br />r040 we. /)
<br />4F3*rKC. All &1Aw 1 ••-......... ,-- .•••P.YC.
<br />Je/viu
<br />Pee r Ni•✓Iri/fir 9ii�iYiiy air>iic/ , im/wt. sr� .vi. u -e
<br />SERVICE LATERAL CLEAN—OUT
<br />• r• .
<br />NOTES:
<br />1. Contractor may substitute long -radius P.V.C. bend, if
<br />available, for the two 22 1/20 elbows and 2' spool.
<br />2. Cleanouts shall be installed on all sewer service laterals
<br />at the edge of the right of ray as shown.
<br />3. Cleanout riser and fittings shall be Polyvinyl Chloride
<br />(P.V.C.) pipe conforming to ASTM D 3034 - SOA 35 with rubber
<br />rings meeting the requlrewents of ASTM 0 - 3212.
<br />4. Cleanout riser and fittings shall be of the saws diameter pipe
<br />as the service lateral.
<br />At
<br />0I
<br />Slrrius
<br />>•�%Iloff o/
<br />Lor g
<br />_SS a w
<br />TYPICAL
<br />.Mehr
<br />1
<br />K.rifer
<br />lits gr/�ii/ Af
<br />I
<br />NOTE: (Typ. All Lots)
<br />1. Unless otherwise noted, services to be
<br />at `Center of lots.
<br />2. Services minimum of 3 feet apart on wain
<br />1.1ne i minimum of 3 feet from valves.
<br />3. All rater services shall be upstream of
<br />FN valve in cul-de-sac.
<br />"Avs�e� sa/riul
<br />are
<br />g
<br />RVICLS /*I.s
<br />LOT -
<br />i �t/ewo%t
<br />!O/
<br />w.is� 4r/riu
<br />?Arse oi>s1i
<br />\
<br />04"A
<br />wV,y 1 4iC
<br />X10% y% or 0; /J
<br />UNDERGROUND UTILITY
<br />LMA1 ION
<br />�.•Mi/ b Qansla
<br />W SIWrd Frio and
<br />Ir `• cow AsseaMp
<br />A.C. or
<br />C.
<br />• • •.
<br />• P. C .. ,,: •fa -
<br />In
<br />•
<br />A. fl .. I I
<br />Lbodcorm" Masawod
<br />Ba,amertt Sell TAF
<br />AF a we tm Pla VAIs
<br />Idar lificmioa Maria
<br />'TYPICAL SECTION
<br />A noiwd Left&
<br />SECTION
<br />SURVEY MONUMENT
<br />i ..COVER
<br />Col from,
<br />NO.
<br />DATE
<br />REVISIONS
<br />eT
<br />��M DRAWN BY
<br />APPROVED
<br />19
<br />SAM JOAOYIN.COYNTr OIR[CTOII OF PWllt M►WN1i
<br />-
<br />■AUMSACH & PIAZZALAUCI�LANO
<br />CIVIL ■NC31NEERS
<br />sURVEYOAs
<br />302 VA ■LM ■T. L0011, CALI/.
<br />Pa1PA0 PMIS sol-aaP-B oln
<br />DETAIL SHEET
<br />RANCID
<br />Su801vIS10N IMPROVEMENTS
<br />MEET 6 e. 7
<br />Joe Na 161,71
<br />SUB TTED
<br />Rc.E. DATE i•-Z1`�1
<br />FILE
<br />Na
<br />C-811
<br />
|