|
_ r IMIatt1 !1''C�1�■la NjbM
<br />fib, pl+wee■/ Coca TIN NII asw lea 00 a'
<br />boo a •er■err � M� L
<br />I 1 I
<br />•1
<br />'RefYet�e .e.a.eMiare
<br />owed lieo.-C
<br />ex a' select Weft
<br />De■ose ra ..hew
<br />Iw wsee.
<br />A~r4o Spa- Celit. It".
<br />Coca w31, 3W site
<br />Gat. or -------
<br />a'
<br />TYPE "A"
<br />C
<br />t---
<br />M
<br />it
<br />.•r
<br />some delete
<br />struck" •seta
<br />nada•", heated
<br />1Matecs ear +reef" 1e
<br />Deep•• M ••rtes"
<br />hrr •Mete. L
<br />T' ---
<br />I
<br />w �
<br />END
<br />afge-Calif
<br />' Hwy Cede
<br />W SII
<br />CENTER REFLECTOR
<br />FOR TYPE "A" BARRICADE
<br />I allon" ■.w. as b to .de of ere+ R/W
<br />Lawrwosw w be Nw•e• side• as" 2
<br />aeets I lassies, M" IMsr W-atew
<br />e■�ei dew • ee■Ipssier •te>•
<br />BARRICADES FOR
<br />TERMINATING STREETS
<br />Top of paeamset
<br />Gods
<br />1
<br />Precool reinforced concrete
<br />pods adjustment rings
<br />2". 3", 4' 8 G• sections
<br />as required
<br />Recast reinforced
<br />may be used it approved
<br />concrete cons.
<br />—
<br />All joints a ared and
<br />boded with mauler an
<br />uj
<br />both interior and Ylertar
<br />ELEVATION
<br />swfoces.
<br />f
<br />t/)
<br />Recast reinforced met
<br />-
<br />papas. ASTM C47e, edpt" to
<br />proper devatmn. (I•1. V. R.
<br />4' iectlans oe reamed)
<br />•edea • COIN ""
<br />I � Cede Two IM
<br />L
<br />N
<br />TYPE mel!
<br />Cost won From dead Cover — refer
<br />/ b Impavenwd slaedwd No. C -s
<br />-
<br />4"4 4- \f
<br />Class "B' Concrete for u
<br />pp
<br />base. Rs- cost boss
<br />may be used it approved
<br />—
<br />by this Engineer.
<br />uj
<br />ELEVATION
<br />t/)
<br />STORM SEWER MANHOLE
<br />NOTE : A f- G" Ooee•rala
<br />cow may be wed N approved by IM E RgYeaa¢
<br />No.1968
<br />4 Exp. 9.3 89
<br />7
<br />\llglf CMV
<br />.,.. OF CALIF
<br />5
<br />NO.
<br />PATE
<br />REVISIONS
<br />By
<br />DESIGN
<br />DRAWN
<br />Lin
<br />G
<br />PLAN VIEW
<br />SECTION22
<br />NOTE, Grab shall be fastened to frame
<br />WiM iE a x %s �hone - /iCotCs/
<br />�Aorn.
<br />FRAME eI GRATE
<br />(18" STORM DRAIN INLET)
<br />NOTES
<br />1) Frame and Grate shall conform
<br />to Improvement Standard No. C-7.
<br />2) Two feet minimum below finished
<br />grade in new development.
<br />_ In existing streets, may be less than
<br />2' with the approval of the Engineer.
<br />PLAN VIEW
<br />SECTION A -A
<br />See Note I
<br />Mortar —�
<br />Grade Rings
<br />Mortar �
<br />19' R.C.P., CI. $
<br />I
<br />;loss"a" Concrete
<br />18" STORM
<br />DRAIN INLET
<br />APPROVED
<br />fs
<br />DATE I SAM
<br />N. COUNTY
<br />SECTION B -B
<br />OF PUGLIC
<br />nr_nww
<br />l
<br />'P�ntsrten iVa A. /071 Fres~ and Cover
<br />wifh 'si�lldiy .Se�r�i• df� Cervi
<br />OrOuIF /n p/ocs Grads Rt/79s' .00
<br />Cdaacrtft 0 • required.
<br />Co/%t• � X-povewunf ( where not
<br />in travelled way, /sous
<br />ev 'o M N ,cover ev above
<br />leAOM . • `• natural ground.Is mill1
<br />Giou>` ia7*r
<br />• � �''Precast Re�nrorctd
<br />« /• Concrete cons
<br />. e Mortot o//.�oin>+
<br />o%! caHr���,d�yyaj.
<br />1:
<br />V • ,
<br />V t1
<br />6 4j' deo precast
<br />v • _ _ Rsini*orced Concrete
<br />and •ones• -
<br />A S TM C - I78
<br />� T
<br />�'� - • ' '
<br />Non
<br />d finish slopes
<br />l s • . .1 .Q '�d•G; .
<br />4'.' ,p:
<br />Undisturbed Earth
<br />Nets : /)use a%si •O • cwnerelts for o// ses>fieins.
<br />2) TYPE -Y 000NNOLiF /o have eecelnlr a eOneA
<br />TYPE I
<br />SANITARY SEWER MANHOLE
<br />Nrs
<br />(io' Ar/W) 01 '
<br />s
<br />i• Mix. 1
<br />/I •h • s Vi�ii//i
<br />TA�si/s/ iJio� ....... •
<br />t✓sii/-Or/ /ori � "'!i/sAi/.t'
<br />• . .. . chrisry Y-/ Frolic/iiq Sex w/
<br />• e�inry o-r/i usrii Gid
<br />Si c. Pi%6i. LsnrtA ........ • •' ' • • : , ......... - is %s • ds// ?writ lay G.
<br />'t41' F/Ovw (dlas �V-PAI tib. JJ
<br />!lois .ViAs Ni. / J
<br />"iii %l • DO// � •j' / jir P. KC.
<br />ffZ00,W !?Gas No>iv Ni. /J '
<br />• • P. Y- G- Arte/airy 9bA✓sr
<br />.9srricar Lirarri/
<br />i'Eie r IYidr/Iie/0I 9/n1tliy isieV/'-dal , /q•eaY•t. !t/. /Va. 4,-a
<br />SERVICE LATERAL CLEAN—OUT
<br />NOTES:
<br />1. Contractor may substitute long -radius P.V.C. bend, if
<br />available, for the two 22 1/2' elbows and 2' spool.
<br />2. Cleanouts shall be installed on all sewer service laterals
<br />at the edge of the right of way as shown.
<br />3. Cleanout riser and fittings shall be Polyvinyl Chloride
<br />(P.v.C.) pipe conforming to ASTM 0 3034 - SDA 35 with rubber
<br />rings meeting the requirements of ASTM 0 - 3212.
<br />4. Cleanout riser and fittings shall be of the same diameter pipe
<br />as the service lateral.
<br />■AUMSACH Sea PIAZZA
<br />CIVIL ■NGINEER8
<br />8URVEYORS
<br />31113 VA ELM •T. LOOT, GALIP.
<br />seadl0 PM: Son- 0aa-aelm
<br />DETAIL
<br />bi
<br />NOTE: (Ty►. All Lots)
<br />1. Unless otherwise noted, services to be
<br />at center of lots.
<br />2. Services minimum of 3 feet apart on main
<br />At Line i minimum of 3 feet from valves.
<br />T /GeI U� 3. All water services shall be upstream of
<br />FH valve in cul-de-sac.
<br />Lot
<br />•lon/ .......:.: .. :.... . s/.r/,v/ret
<br />�d'd- I6tl1 .• •11/ere� SarriiCfl
<br />%gfteLol lsft� f %//S O//
<br />g ! es •e.�ss
<br />e Lear
<br />SS a W SERVICES ,vs
<br />TYPICAL LOT
<br />= 6hrN
<br />•4te/!rr /�Inaf OncK of weir
<br />. 7 e!/ew,vit
<br />e gC/jil/ D1,I1 cisidr r. r. -
<br />%IIyy Idr�
<br />■
<br />PLAN
<br />UNDERGRpUNp UTILITY
<br />LOCA I ION
<br />_wNol ti diwb
<br />DIreclion o/ r/ow
<br />5upport with
<br />concre>e os shown
<br />o�
<br />161iq!i Stiri�e
<br />/logy !/r/dr1-
<br />'Jari/er e��
<br />Ira or 04
<br />Standard France and
<br />'601 f 7 cowr AeesNWy
<br />A. r-10 it lo IIH
<br />:.+
<br />A. RCC.•. .,:.•''i.:•' .
<br />tA+Marbed A/vM Mawnunl
<br />somoom Sell 7 A d �• PM with
<br />Idetdiliuliaa Herbs
<br />TYPICAL SECTION
<br />A"
<br />Raised Letter
<br />Dale i/ofC iq 55. t/eo�-
<br />au1, oe%i/ rhi6 Sheet.
<br />EL EVAT/ON
<br />w0o0•RIDOE SANITARY DISTRICT
<br />WYE BRANCH
<br />SHEET
<br />SECTION A -A
<br />SURVEY MONUMENT
<br />e
<br />COVER ASSEMBLYCOVER ASSEMBLY .
<br />WOODBRIDGE GREENS SHE" 7 « s
<br />UNIT NO 2 joR 8394 2
<br />SUBDIVISION IMPROVEMENTS FILE
<br />NO.
<br />P, -7Q
<br />r.y
<br />SECTION B -B
<br />OF PUGLIC
<br />nr_nww
<br />l
<br />'P�ntsrten iVa A. /071 Fres~ and Cover
<br />wifh 'si�lldiy .Se�r�i• df� Cervi
<br />OrOuIF /n p/ocs Grads Rt/79s' .00
<br />Cdaacrtft 0 • required.
<br />Co/%t• � X-povewunf ( where not
<br />in travelled way, /sous
<br />ev 'o M N ,cover ev above
<br />leAOM . • `• natural ground.Is mill1
<br />Giou>` ia7*r
<br />• � �''Precast Re�nrorctd
<br />« /• Concrete cons
<br />. e Mortot o//.�oin>+
<br />o%! caHr���,d�yyaj.
<br />1:
<br />V • ,
<br />V t1
<br />6 4j' deo precast
<br />v • _ _ Rsini*orced Concrete
<br />and •ones• -
<br />A S TM C - I78
<br />� T
<br />�'� - • ' '
<br />Non
<br />d finish slopes
<br />l s • . .1 .Q '�d•G; .
<br />4'.' ,p:
<br />Undisturbed Earth
<br />Nets : /)use a%si •O • cwnerelts for o// ses>fieins.
<br />2) TYPE -Y 000NNOLiF /o have eecelnlr a eOneA
<br />TYPE I
<br />SANITARY SEWER MANHOLE
<br />Nrs
<br />(io' Ar/W) 01 '
<br />s
<br />i• Mix. 1
<br />/I •h • s Vi�ii//i
<br />TA�si/s/ iJio� ....... •
<br />t✓sii/-Or/ /ori � "'!i/sAi/.t'
<br />• . .. . chrisry Y-/ Frolic/iiq Sex w/
<br />• e�inry o-r/i usrii Gid
<br />Si c. Pi%6i. LsnrtA ........ • •' ' • • : , ......... - is %s • ds// ?writ lay G.
<br />'t41' F/Ovw (dlas �V-PAI tib. JJ
<br />!lois .ViAs Ni. / J
<br />"iii %l • DO// � •j' / jir P. KC.
<br />ffZ00,W !?Gas No>iv Ni. /J '
<br />• • P. Y- G- Arte/airy 9bA✓sr
<br />.9srricar Lirarri/
<br />i'Eie r IYidr/Iie/0I 9/n1tliy isieV/'-dal , /q•eaY•t. !t/. /Va. 4,-a
<br />SERVICE LATERAL CLEAN—OUT
<br />NOTES:
<br />1. Contractor may substitute long -radius P.V.C. bend, if
<br />available, for the two 22 1/2' elbows and 2' spool.
<br />2. Cleanouts shall be installed on all sewer service laterals
<br />at the edge of the right of way as shown.
<br />3. Cleanout riser and fittings shall be Polyvinyl Chloride
<br />(P.v.C.) pipe conforming to ASTM 0 3034 - SDA 35 with rubber
<br />rings meeting the requirements of ASTM 0 - 3212.
<br />4. Cleanout riser and fittings shall be of the same diameter pipe
<br />as the service lateral.
<br />■AUMSACH Sea PIAZZA
<br />CIVIL ■NGINEER8
<br />8URVEYORS
<br />31113 VA ELM •T. LOOT, GALIP.
<br />seadl0 PM: Son- 0aa-aelm
<br />DETAIL
<br />bi
<br />NOTE: (Ty►. All Lots)
<br />1. Unless otherwise noted, services to be
<br />at center of lots.
<br />2. Services minimum of 3 feet apart on main
<br />At Line i minimum of 3 feet from valves.
<br />T /GeI U� 3. All water services shall be upstream of
<br />FH valve in cul-de-sac.
<br />Lot
<br />•lon/ .......:.: .. :.... . s/.r/,v/ret
<br />�d'd- I6tl1 .• •11/ere� SarriiCfl
<br />%gfteLol lsft� f %//S O//
<br />g ! es •e.�ss
<br />e Lear
<br />SS a W SERVICES ,vs
<br />TYPICAL LOT
<br />= 6hrN
<br />•4te/!rr /�Inaf OncK of weir
<br />. 7 e!/ew,vit
<br />e gC/jil/ D1,I1 cisidr r. r. -
<br />%IIyy Idr�
<br />■
<br />PLAN
<br />UNDERGRpUNp UTILITY
<br />LOCA I ION
<br />_wNol ti diwb
<br />DIreclion o/ r/ow
<br />5upport with
<br />concre>e os shown
<br />o�
<br />161iq!i Stiri�e
<br />/logy !/r/dr1-
<br />'Jari/er e��
<br />Ira or 04
<br />Standard France and
<br />'601 f 7 cowr AeesNWy
<br />A. r-10 it lo IIH
<br />:.+
<br />A. RCC.•. .,:.•''i.:•' .
<br />tA+Marbed A/vM Mawnunl
<br />somoom Sell 7 A d �• PM with
<br />Idetdiliuliaa Herbs
<br />TYPICAL SECTION
<br />A"
<br />Raised Letter
<br />Dale i/ofC iq 55. t/eo�-
<br />au1, oe%i/ rhi6 Sheet.
<br />EL EVAT/ON
<br />w0o0•RIDOE SANITARY DISTRICT
<br />WYE BRANCH
<br />SHEET
<br />SECTION A -A
<br />SURVEY MONUMENT
<br />e
<br />COVER ASSEMBLYCOVER ASSEMBLY .
<br />WOODBRIDGE GREENS SHE" 7 « s
<br />UNIT NO 2 joR 8394 2
<br />SUBDIVISION IMPROVEMENTS FILE
<br />NO.
<br />P, -7Q
<br />
|