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<br />LIIK � 5./.G,B 34.G0
<br />0140 50 4F
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<br />(5W) 50 4P
<br />///1; dF S/C.B 34.70
<br />/nli 33.30 IAY. �i$.�9
<br />ll?eXw/f 250 /Gi 3G"9,0
<br />/17 3!, !03(30 119D)
<br />!n(/02
<br />ACP cl 2400
<br />,N
<br />10+00 11+00 12+00 13+00
<br />T
<br />1D
<br />-ei
<br />`F til
<br />282 LF 36110D _
<br />- 27
<br />mm
<br />O�44
<br />.p ,0
<br />1
<br />14+00 15+00 16+00 17+00
<br />It b
<br />et VALLEY OAK PLACE -1
<br />CURB DATA CURB DATA O N i
<br />R=27' R= 27' R= 27'
<br />7
<br />d =7B°37'94" o= 90000' 9000`
<br />C'37.05' L= 42.41' ?• L= 42.41'
<br />o -
<br />Q
<br />°10
<br />W
<br />N
<br />40,1
<br />N
<br />' 28.65
<br />38
<br />Cost iron
<br />From and Cover — refer
<br />+o irarn¢ t Gro+2 Dwtoil.
<br />(
<br />18 t00
<br />Top of pavement
<br />W
<br />Class *a" �Concrste for
<br />to
<br />base. .Pre- cast base
<br />may be used if approved
<br />by the Engineer.
<br />ELEVATION
<br />STORM SE111�ER MANHOLE
<br />*NOTE . A f- W, Mo. ' am hay `b1"Igp0'� III" 9WVied . by the EnOw..
<br />Grout smooth all edges of pips opening
<br />3' Opsnlne (See Note No 3)
<br />A �5Rebot* (typical)
<br />ii t II
<br />PLAN VIEW
<br />rd Storm Sower Menhole.11efer
<br />�aa detoil,.
<br />to f eandafloa —�
<br />e" MIs.
<br />'10a "s" Concrete
<br />4' Dia.
<br />. 002 /0"Sv W N ' _ _ :: a.,r+•-,
<br />I I O 16 36 17 1 8 _. ...
<br />e N ..y0 .i N M "
<br />Z p,l SS ` N V ! �`O I —5' Min.
<br />Cj
<br />s I SECTION.A-A SECTION A -A
<br />o - 7z, ftuture 5rgo36aaf PIPES LARGER THAN DIA. PIPES 24" TO 36a DIA.
<br />5' P.U� V A0 5' PUE:' NGIP.Gyt ,
<br />OTES
<br />��
<br />cc!tnU I. The foundation shall be a minimum of 5' for 44" O.D. pipe and smaller.
<br />(7 N lyy �� V Ui O I V I` 1 I 2. For pipe larger than 44"O.D., Me loltndgtioe eMll a%tend a minimum of 8" beyond each
<br />O / sids of the pipe.
<br />,� ,� �� �A � m i 2 �. DCI � ,�
<br />O � �No, VN U � h �y` W 1 U;
<br />t` 3. Opening to be 3 long s (I.D. of Alpe) Wide, up to 36" I.D. pipe. For pipes larger than
<br />a' 7 \ t, t\ a 48
<br />4 N 2 qmj 3 l`I � )V S 1 2 \ a fi 2r 22 / N w N 3e I.D. , opening to be 36" Diameter or $quare.
<br />oU 4N crit) b O 30' C `njtJ
<br />+
<br />u c e aEm STORM DRAIN MANHOLE
<br />+IU
<br />h�—
<br />G41R6 OA7A CURB DATA CURB DATA CURB DATA
<br />R-58.00 R= 97.5 R=27' \vR= 27'
<br />!1' /08.2/ /3" p= 14"51'49" 46= 90000' 0= 9000O'
<br />G> /09.ro9 L= 25.29' L= 42.41 L= 42.41'
<br />N0. DATE REVISIONS BYDESIGN DRAWN BY ,�G_,./� APPROVED
<br />1981 B &
<br />n G�'N%• f- AUMBACH PIAZZA
<br />p .✓ c, fVALLEY OAK PLACE RIVER MEADOWS SHEET T OF I2
<br />JOB NO. 80109
<br />/OEC CIVIL ENGINEERS — SURVEYORS SUBDIVISION IMPROVEMENTS
<br />APPROVED BY '' MEADOW VIEW DR. TO 53O'E/WOODSIDE UNIT NO 1
<br />G9S 221 W. OAK ST., LODI,CALIF. 95240 PH. 209-368-8098 FILE
<br />R.C.E. IZ
<br />GATE �o�o—g/ SA JOAQUIN COUNTf"DIR CTO OF PUBLIC WORKS NO.
<br />ON DIEPO NO. ID H CIEFRPRINT
<br />281
<br />40,1
<br />38
<br />Cost iron
<br />From and Cover — refer
<br />+o irarn¢ t Gro+2 Dwtoil.
<br />Top of pavement
<br />grant
<br />36
<br />Precut reinforced concrete
<br />grade adjustment rings
<br />2", 3", 4" d 6" sections
<br />as required
<br />Precast reinforced
<br />R''
<br />34
<br />concrete cone.
<br />i•:.
<br />�:
<br />N
<br />AN Joints mortared and
<br />banded with mortar on
<br />both Interior and exterior
<br />A
<br />surfaces.
<br />E
<br />s;
<br />32
<br />1
<br />Precast reinforced manhole
<br />pipes, Class IQ, as r
<br />" Diam.
<br />o
<br />to obtain proper elevation
<br />r
<br />2', 3, a 4 sections.
<br />Lowest
<br />,k
<br />A ILI
<br />f:
<br />30
<br />Class *a" �Concrste for
<br />to
<br />base. .Pre- cast base
<br />may be used if approved
<br />by the Engineer.
<br />ELEVATION
<br />STORM SE111�ER MANHOLE
<br />*NOTE . A f- W, Mo. ' am hay `b1"Igp0'� III" 9WVied . by the EnOw..
<br />Grout smooth all edges of pips opening
<br />3' Opsnlne (See Note No 3)
<br />A �5Rebot* (typical)
<br />ii t II
<br />PLAN VIEW
<br />rd Storm Sower Menhole.11efer
<br />�aa detoil,.
<br />to f eandafloa —�
<br />e" MIs.
<br />'10a "s" Concrete
<br />4' Dia.
<br />. 002 /0"Sv W N ' _ _ :: a.,r+•-,
<br />I I O 16 36 17 1 8 _. ...
<br />e N ..y0 .i N M "
<br />Z p,l SS ` N V ! �`O I —5' Min.
<br />Cj
<br />s I SECTION.A-A SECTION A -A
<br />o - 7z, ftuture 5rgo36aaf PIPES LARGER THAN DIA. PIPES 24" TO 36a DIA.
<br />5' P.U� V A0 5' PUE:' NGIP.Gyt ,
<br />OTES
<br />��
<br />cc!tnU I. The foundation shall be a minimum of 5' for 44" O.D. pipe and smaller.
<br />(7 N lyy �� V Ui O I V I` 1 I 2. For pipe larger than 44"O.D., Me loltndgtioe eMll a%tend a minimum of 8" beyond each
<br />O / sids of the pipe.
<br />,� ,� �� �A � m i 2 �. DCI � ,�
<br />O � �No, VN U � h �y` W 1 U;
<br />t` 3. Opening to be 3 long s (I.D. of Alpe) Wide, up to 36" I.D. pipe. For pipes larger than
<br />a' 7 \ t, t\ a 48
<br />4 N 2 qmj 3 l`I � )V S 1 2 \ a fi 2r 22 / N w N 3e I.D. , opening to be 36" Diameter or $quare.
<br />oU 4N crit) b O 30' C `njtJ
<br />+
<br />u c e aEm STORM DRAIN MANHOLE
<br />+IU
<br />h�—
<br />G41R6 OA7A CURB DATA CURB DATA CURB DATA
<br />R-58.00 R= 97.5 R=27' \vR= 27'
<br />!1' /08.2/ /3" p= 14"51'49" 46= 90000' 0= 9000O'
<br />G> /09.ro9 L= 25.29' L= 42.41 L= 42.41'
<br />N0. DATE REVISIONS BYDESIGN DRAWN BY ,�G_,./� APPROVED
<br />1981 B &
<br />n G�'N%• f- AUMBACH PIAZZA
<br />p .✓ c, fVALLEY OAK PLACE RIVER MEADOWS SHEET T OF I2
<br />JOB NO. 80109
<br />/OEC CIVIL ENGINEERS — SURVEYORS SUBDIVISION IMPROVEMENTS
<br />APPROVED BY '' MEADOW VIEW DR. TO 53O'E/WOODSIDE UNIT NO 1
<br />G9S 221 W. OAK ST., LODI,CALIF. 95240 PH. 209-368-8098 FILE
<br />R.C.E. IZ
<br />GATE �o�o—g/ SA JOAQUIN COUNTf"DIR CTO OF PUBLIC WORKS NO.
<br />ON DIEPO NO. ID H CIEFRPRINT
<br />281
<br />
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