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2" ID
<br />24" 3V or W palm
<br />Law
<br />L
<br />AN s
<br />�E
<br />}� 'R*0
<br />TYPICAL STREET SIGN mMa
<br />Street
<br />Sign Location
<br />NOTES:
<br />L One street sign is required
<br />of each intersection.
<br />i OM militi A ON to be OW"
<br />from tier Sm Joovin Catchy Depart'
<br />matt of Planing aid adding kNlwlixt
<br />3 See `improvement pkms for WAgion
<br />of STOP signs, when required.
<br />4 The length of the street sigh varies
<br />dull lo the length of the street
<br />nine.
<br />/Edge of Pavement,
<br />Back of Sidewalk
<br />or Back of Cab.
<br />ti
<br />is
<br />aa• e, s
<br />�Td���dr �(�iY dt✓V df ��fy
<br />loftp svaACE
<br />go
<br />SECTION A -A SECTION B-8
<br />le r" 5rawp I? /�we7
<br />i� 8,09
<br />Z7e I � —
<br />J ' r { ^ i - ✓
<br />3 AC ass 8 q g
<br />OVCR l2".NJiW6 e 9S% R4
<br />2w/f/w OrOl/rpT v�tiTIDIY lJ�TfllL
<br />yo s�,>rCE
<br />�s�E s/r�Erifo� �- ao�U�satiori�
<br />Shoulder 0. '
<br />•i�.17'
<br />0.12'Inin.
<br />r-ssurfacing3'
<br />0.17' DIKE
<br />Variable cut slope
<br />0 b� ,� FIII std compost with excavated
<br />tnaferlol to top of dike
<br />0.12' min. I
<br />Shoulder Edge 3'
<br />0.5' DIKE -TYPE A
<br />�Od�i[E9 rss'PGY/H/J .�YAB Jir1O
<br />�. "•. 's`4•rSi�S IP"O.C. EACf! r'f�Af�
<br />.O
<br />n
<br />~CE.lP.teN e9iVTlJ�
<br />98"alta ' &VedW /&*V,1 4W17 N'
<br />1111 e1' • w. 20
<br />-Ili t� •`s'...-��, UI d•'�
<br />reIxIII 1113
<br />(9 Aw- F.A avcer
<br />ri/O SLAG E"
<br />AP.o�IDl�ElJ r4"l-' TffE" /JI,TELTD.Q OF�G/C
<br />hW--fS, COUrI/Tf'OF Sflrf/JO.QG4�il/ C.4C/F
<br />f
<br />I r -,4s c1C A. cvi CiKigdviivGT Lulsy a& —6
<br />TYA/CAL Ao r GRAD/ANG LOTS 7-!D
<br />PLAN VIEW
<br />SECTION A—A
<br />NOTE• Brute shall be fastened to from@
<br />with *"of Mat -treated twin.
<br />I
<br />SECTION A -A
<br />=1 arm.@
<br />a
<br />'la eeII
<br />SECTION B -B
<br />S1
<br />SECTION C -C
<br />NOTE • Frame and Corer Mall be
<br />machined to "erre YdarahmgoaNnly,
<br />,•. and a ckss.90al fit. .
<br />`fm
<br />With--anhrN, - a"- 1a 'a - -
<br />�N
<br />bNte Glen the ealatloo pevehaltl
<br />b g.icllry •and thickness.-
<br />c
<br />Compact N 12' max agars
<br />,n
<br />@rade adjustment rings
<br />NOTES
<br />2". 3", 4" a 6" sections
<br />ITMin
<br />of 95%•under pavement and
<br />• "•
<br />shoulders. and 90%
<br />Precast reinforced
<br />I ) Frome and Grate sholl conform
<br />outside shoulders.
<br />'•
<br />to Improvement Standard No. C-7.
<br />. •.
<br />2) Two feet minimum below finiew
<br />t
<br />: r
<br />to a minimum
<br />grads In new, development.
<br />•
<br />z,
<br />r •
<br />'...
<br />In existing streaks, may be less than
<br />_ ,
<br />.
<br />pipes. ASTM 0478, adjuht to
<br />..•
<br />2' with the approval of the Engineer.
<br />sen . M� Motive Compaction
<br />n r, a an• u:- of 90%.
<br />Ali
<br />wee -5pr0.,7
<br />'PLAN VIEW'
<br />,dies
<br />t•, ,
<br />•'
<br />NOM�r1.G'';'n.
<br />go
<br />SECTION A -A SECTION B-8
<br />le r" 5rawp I? /�we7
<br />i� 8,09
<br />Z7e I � —
<br />J ' r { ^ i - ✓
<br />3 AC ass 8 q g
<br />OVCR l2".NJiW6 e 9S% R4
<br />2w/f/w OrOl/rpT v�tiTIDIY lJ�TfllL
<br />yo s�,>rCE
<br />�s�E s/r�Erifo� �- ao�U�satiori�
<br />Shoulder 0. '
<br />•i�.17'
<br />0.12'Inin.
<br />r-ssurfacing3'
<br />0.17' DIKE
<br />Variable cut slope
<br />0 b� ,� FIII std compost with excavated
<br />tnaferlol to top of dike
<br />0.12' min. I
<br />Shoulder Edge 3'
<br />0.5' DIKE -TYPE A
<br />�Od�i[E9 rss'PGY/H/J .�YAB Jir1O
<br />�. "•. 's`4•rSi�S IP"O.C. EACf! r'f�Af�
<br />.O
<br />n
<br />~CE.lP.teN e9iVTlJ�
<br />98"alta ' &VedW /&*V,1 4W17 N'
<br />1111 e1' • w. 20
<br />-Ili t� •`s'...-��, UI d•'�
<br />reIxIII 1113
<br />(9 Aw- F.A avcer
<br />ri/O SLAG E"
<br />AP.o�IDl�ElJ r4"l-' TffE" /JI,TELTD.Q OF�G/C
<br />hW--fS, COUrI/Tf'OF Sflrf/JO.QG4�il/ C.4C/F
<br />f
<br />I r -,4s c1C A. cvi CiKigdviivGT Lulsy a& —6
<br />TYA/CAL Ao r GRAD/ANG LOTS 7-!D
<br />PLAN VIEW
<br />SECTION A—A
<br />NOTE• Brute shall be fastened to from@
<br />with *"of Mat -treated twin.
<br />I
<br />SECTION A -A
<br />=1 arm.@
<br />a
<br />'la eeII
<br />SECTION B -B
<br />S1
<br />SECTION C -C
<br />NOTE • Frame and Corer Mall be
<br />machined to "erre YdarahmgoaNnly,
<br />,•. and a ckss.90al fit. .
<br />`fm
<br />With--anhrN, - a"- 1a 'a - -
<br />�N
<br />bNte Glen the ealatloo pevehaltl
<br />b g.icllry •and thickness.-
<br />c
<br />Compact N 12' max agars
<br />,n
<br />@rade adjustment rings
<br />J to a min. rakthe Campoclion
<br />2". 3", 4" a 6" sections
<br />ITMin
<br />of 95%•under pavement and
<br />shoulders. and 90%
<br />Precast reinforced
<br />'
<br />outside shoulders.
<br />'•
<br />All Joirds mortared and:
<br />Compact In 24'max layers
<br />both interior and exterior
<br />to a minimum
<br />surfaces.
<br />`=
<br />ba — relative Companion
<br />io 85 %.
<br />6
<br />Precast reinforced manhole
<br />Compact in 6" layers
<br />pipes. ASTM 0478, adjuht to
<br />10'to a mimmen
<br />proper siewition. W. V, 3', a
<br />sen . M� Motive Compaction
<br />n r, a an• u:- of 90%.
<br />ENGINEERING
<br />III ,✓ y ♦ 4G/
<br />SURVEYING
<br />PLANNING
<br />a
<br />ZONING
<br />RIGID CONDUIT
<br />i
<br />NESS - • .
<br />L Relative compaction of matericis "I be epttested by fM State d CaEhWnia, '
<br />D. of Transportation Testing Nonual, test method No. California 216 or 231. I'-
<br />3. AS
<br />existing pavement sail be neatly Cut 10 line prior to trench excovation.
<br />1 ♦ Jailing serlt l n� W" he Permitted Main it' sheet Right of ear With 3 year band.
<br />compaction r:o.npontian and oamponihiGfy, ninNY Dercum (90%) -
<br />nwy be used, When approved by int Direct, of P.rhik Worts,
<br />Cost Iron From and Cater — refer
<br />/ to Improvement Standard No. C-5
<br />io
<br />1
<br />At
<br />an as .spared) :k Lowest '
<br />1:: 0IL
<br />t
<br />4"-4 • Class "Bu Concrete for �—
<br />base. Pre—cast base 'o
<br />may be used if approved
<br />by the Engineer.
<br />ELEVATION
<br />STORM SEWER MANHOLE
<br />.-WO YEP AS 7D q5 8UILTSI.
<br />By Q(t®fESI I
<br />00
<br />DATE "11;2, g0=
<br />N0.L5F54
<br />G�"G�ArI/dJ•• QIP
<br />'1;`37�yQ
<br />ql3 c 0Cl
<br />=tin'
<br />/rY0/C,9fES E•Y. ELEI�,gl/Ori!
<br />" /�i�OP TDP DF C'l/ef�B GQAOE.
<br />A9.C. •SEG/N CUgvE.
<br />f',Qc •• .nD/,YTOFr}'EY�E.�.SE Cl/rTdE
<br />as8[ ' Fel//LG/�yG SETF�.4E�l !,/rUE'
<br />-°D� SCOPE' .4rf/G �/yEGTIOHDFFC4!!/
<br />" ,.?EAS TO PE P.4�EYJ, SEE Sl,QEET
<br />SE6'T/D/w C,4A.�TO�Y9f�GET/.
<br />- E,r Po�E.�.�ac�/eayWl�E
<br />* ewol FE.f/CE
<br />E07539 •• E.t' E�G'E DFP.4lAiE.tIE?YlCrYAOE
<br />" AwE•4 OF E,I/Sl/iyC P,9//ErllcciYTllJ
<br />2!'ElYEP4Efed' A/!D/CO
<br />02,6_e If we
<br />Q - --.ltldN(ltEiVTdX
<br />sp 3'TO.f'.f� /.J/TA/y L/rf/E
<br />NO. 26654
<br />EXP. 3131192
<br />1-1
<br />REFER TO:
<br />ROY A. GALLI R.C.E.16024 inModesfooffic
<br />Dr.rw TADf� JIMMY G. BATEMAN L.S. 4685
<br />Date !%�Wdr" SHEET
<br />L�
<br />S s. 1. 79/4 - -
<br />REVISIONS
<br />/��f/�J //�j%�/j �.�j��%fes) //�'/)� Joh No. S veer 1, of* D1 4
<br />esert Iiew A d.
<br />loll .�Offla'{d r5 � l CJ T Chocked � v v
<br />P.O. BOX 816 900 H STREET y SUITE G File NO. OF 7
<br />MODESTO CALIFORNIA 95353 (209) 526-4414 e"4 410Tf•,
<br />Top of pavement grade
<br />Precast reinforced concrete
<br />_ _L
<br />@rade adjustment rings
<br />2". 3", 4" a 6" sections
<br />as required
<br />Precast reinforced
<br />'
<br />concrete cone.
<br />'•
<br />All Joirds mortared and:
<br />banded with mortar on
<br />both interior and exterior
<br />surfaces.
<br />`=
<br />Precast reinforced manhole
<br />pipes. ASTM 0478, adjuht to
<br />4
<br />proper siewition. W. V, 3', a
<br />Cost Iron From and Cater — refer
<br />/ to Improvement Standard No. C-5
<br />io
<br />1
<br />At
<br />an as .spared) :k Lowest '
<br />1:: 0IL
<br />t
<br />4"-4 • Class "Bu Concrete for �—
<br />base. Pre—cast base 'o
<br />may be used if approved
<br />by the Engineer.
<br />ELEVATION
<br />STORM SEWER MANHOLE
<br />.-WO YEP AS 7D q5 8UILTSI.
<br />By Q(t®fESI I
<br />00
<br />DATE "11;2, g0=
<br />N0.L5F54
<br />G�"G�ArI/dJ•• QIP
<br />'1;`37�yQ
<br />ql3 c 0Cl
<br />=tin'
<br />/rY0/C,9fES E•Y. ELEI�,gl/Ori!
<br />" /�i�OP TDP DF C'l/ef�B GQAOE.
<br />A9.C. •SEG/N CUgvE.
<br />f',Qc •• .nD/,YTOFr}'EY�E.�.SE Cl/rTdE
<br />as8[ ' Fel//LG/�yG SETF�.4E�l !,/rUE'
<br />-°D� SCOPE' .4rf/G �/yEGTIOHDFFC4!!/
<br />" ,.?EAS TO PE P.4�EYJ, SEE Sl,QEET
<br />SE6'T/D/w C,4A.�TO�Y9f�GET/.
<br />- E,r Po�E.�.�ac�/eayWl�E
<br />* ewol FE.f/CE
<br />E07539 •• E.t' E�G'E DFP.4lAiE.tIE?YlCrYAOE
<br />" AwE•4 OF E,I/Sl/iyC P,9//ErllcciYTllJ
<br />2!'ElYEP4Efed' A/!D/CO
<br />02,6_e If we
<br />Q - --.ltldN(ltEiVTdX
<br />sp 3'TO.f'.f� /.J/TA/y L/rf/E
<br />NO. 26654
<br />EXP. 3131192
<br />1-1
<br />REFER TO:
<br />ROY A. GALLI R.C.E.16024 inModesfooffic
<br />Dr.rw TADf� JIMMY G. BATEMAN L.S. 4685
<br />Date !%�Wdr" SHEET
<br />L�
<br />S s. 1. 79/4 - -
<br />REVISIONS
<br />/��f/�J //�j%�/j �.�j��%fes) //�'/)� Joh No. S veer 1, of* D1 4
<br />esert Iiew A d.
<br />loll .�Offla'{d r5 � l CJ T Chocked � v v
<br />P.O. BOX 816 900 H STREET y SUITE G File NO. OF 7
<br />MODESTO CALIFORNIA 95353 (209) 526-4414 e"4 410Tf•,
<br />
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