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'ON 133HS
<br />H3M8(1
<br />0.30' AC
<br />Over 0.45' AC Base
<br />N »
<br />Csyy
<br />I
<br />I
<br />1
<br />i
<br />I
<br />Sta 16+00 to Sta 21 +76,
<br />17' Lt) to
<br />Sto 17+74 �1'
<br />I
<br />C7
<br />Const 576 LF CG&S
<br />Sta 17+74 (17''! Lt)
<br />Sta 18+40 Lt)
<br />i
<br />Sto 20+48 (17 Lt)
<br />Const
<br />= CE R/W
<br />Const 18"0 SDI
<br />Grate Elev = 21.15'
<br />Place 66 LF
<br />12"0 RCP (CI IV)
<br />Const 18"� SDI
<br />I 71�
<br />Invert Elev = 18.40'
<br />i
<br />rate Elev = 20.86
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<br />Invert Elev 17.56'
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<br />Sta 17+74 (17 Lt
<br />Sta 18+40 (1' Lt)
<br />Sta 20+ 10 (17' Rt) to
<br />Sta 20+48 17' Lt)
<br />to m+
<br />�
<br />Q?
<br />utter Lip
<br />N I N T H
<br />Sta 17+74 (1' Lt
<br />Reset SD Manhole�3'3"
<br />Rese v r
<br />e & Coe to Grade
<br />Sto 20+65 (3 Rt)
<br />Place 57 LF
<br />Sta 20+65 Rt)
<br />Place 28 LF
<br />a�
<br />S T R E E T
<br />tD
<br />Place 18 LF 12" 0 RCP (CI Iv
<br />___
<br />„
<br />12 0 RCP CI IV
<br />12 0 RCP CI IV
<br />- - �
<br />17
<br />SD07 18
<br />sta 18+28 17' Rt) to
<br />�1
<br />19
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<br />— — snob
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<br />utter Lip
<br />Sta 18+40 Lt)
<br />Place 22 LF 12 0 RCP (CI
<br />IV)
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<br />Sto 21 +00 17' Rt
<br />( )
<br />_.._ _._ _. _..... -
<br />Const 18 0 SDI �
<br />/
<br />Sta 17+74 (1 ' Lt
<br />Const SD Manhole (Ty(13
<br />Sta 18+28 (17' Rt)
<br />Const 18" 0 SDI
<br />I
<br />Sta 20+ 10 (17' Rt)
<br />Const 18" 0 SDI Sta 20+65 (3' Rt
<br />Grate Elev = 21.34'
<br />Invert Elev = 17,67' 4
<br />Sta 16+00 to Sta 21 +76
<br />Const 576 LF CG&S
<br />i
<br />Cover Elev = 21.82'
<br />Grate Elev = 21.10'
<br />'
<br />Grate Elev = 21.17' Const SD Manhole
<br />(Type 1
<br />!
<br />x
<br />1
<br />Sta 20+65 to
<br />Invert North Elev = 18.36
<br />Invert Elev = 18.43
<br />Invert Elev = 18.67 Cover Elev
<br />= 21.60
<br />�37,Rt)
<br />Sta 21 +00 1Rt)
<br />Invert East Elev = 18.22'
<br />Sta 18+25 (12' Rt)
<br />Invert Northeast Elev
<br />Invert Southeast Elev
<br />= 17.31'
<br />= 17.31' 1
<br />Place 38 LF
<br />12 0 RCP (CI IV)
<br />D
<br />Reset SS Manhole
<br />Invert West Elev
<br />= 18.13' !
<br />NINTH STREET
<br />I Z
<br />Frame & Cover to Grade
<br />Connect to Existing Storm Drain
<br />i
<br />END IMPROVEMENTS
<br />m
<br />x
<br />No.38465
<br />qF CI VIA
<br />Peter D. Martin
<br />Registered Civil Engineer
<br />25_
<br />_
<br />25
<br />p
<br />n-
<br />_
<br />Cons
<br />Exist Center Line
<br />FL 0 Rt=21.27'
<br />( )
<br />Sta 22+00
<br />Conform
<br />_ _ _ _
<br />_ _
<br />_ _.
<br />_ _ _ _ - _.
<br />_
<br />_
<br />_
<br />_ _ - _. _ _
<br />_ _ _. .....
<br />_
<br />CD S
<br />+27 60
<br />CL=21.92 CL=21,74
<br />FL
<br />+2 � +74�
<br />(Rt) 21.20 CL=21.88 CL=21
<br />91
<br />+ 12
<br />CL=22.04
<br />+90
<br />CL=21.74
<br />+48 Hi Pt
<br />FL (Rt)=21,44
<br />+48
<br />CL=21.73
<br />+00 +83 +67
<br />CL=21.58 CL=21.93 CL=22.40
<br />7 i Pt
<br />[+53
<br />5
<br />0•
<br />—
<br />—
<br />_
<br />FL Ltl=21.53'
<br />II
<br />N—
<br />_
<br />. 6�
<br />1
<br />- _ II .10%
<br />0 36%
<br />—0.39%
<br />-0.03%
<br />_
<br />0.28%
<br />- +1,40q
<br />+1.05 0.60% (Rt)
<br />(/)
<br />36�%
<br />----------
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<br />END
<br />6Lt
<br />20
<br />0
<br />+74
<br />FL (Lt)=21.25
<br />I I +74 GB
<br />1 1- —Exist SD Manhole FL (Rt)=21.31
<br />+20 Hi Pt
<br />FL (Rt)=21,42
<br />+48_
<br />FL (Lt)=20,96
<br />+20 GB FL & Rt)
<br />FL (Lt)=21.23' = 21 57'
<br />I I
<br />200)
<br />L +27 Hi Pt SDI10
<br />I I
<br />I
<br />+12 Hi Pt
<br />+00 +57 GB
<br />1 1
<br />_
<br />O -�'
<br />—
<br />FL Rt —21.37
<br />_
<br />—
<br />Invert 18.38
<br />_
<br />FL Lt 1.7
<br />2 5
<br />— —
<br />— F —
<br />F R 1.14 L Rt 2145
<br />L t 2
<br />II
<br />— — — — — — — — — — —
<br />— — —
<br />-
<br />--------------------------
<br />_
<br />--
<br />O
<br />o,2� I I
<br />0�_
<br />II
<br />SD07 12'4 RCP
<br />(cIM
<br />— _ __ --------
<br />Invert = 18.10'
<br />-
<br />- -_
<br />---------
<br />` ` "— —
<br />SDI _ __ _
<br />10— 4 —�
<br />----•----- --- — --- ----
<br />--- ---,
<br />_-_-.. _ ..--...-__----
<br />SDI14
<br />-----
<br />II
<br />SDI13
<br />..
<br />- - _
<br />t 12"0 RCP
<br />(CI IV)
<br />Exist 12" 0 Storm
<br />Drain
<br />12" 0 RCP
<br />SD 08 12"0 RCP
<br />(CI IV)
<br />I
<br />(Cl IV)
<br />II
<br />12"0 RCP
<br />Exist 12"0 Storm Drain
<br />(CI IV)
<br />15
<br />15
<br />Exist Sewer
<br />F�—Exist SS Manhole
<br />f =
<br />i II--�--Exist SD Mor� ole
<br />1_
<br />ty-
<br />Cu
<br />Exc
<br />147
<br />152
<br />164
<br />167
<br />236
<br />164
<br />1,030
<br />Total
<br />Yds
<br />Ernb
<br />0
<br />0
<br />0
<br />0
<br />0
<br />0
<br />0
<br />STA
<br />16
<br />17
<br />18
<br />19
<br />20
<br />21
<br />22
<br />STA
<br />DRAWN BY
<br />DATE
<br />PROJECT ENGINEER
<br />DATE
<br />CHECKED
<br />DATE
<br />COUNTY OF SAN JOAQUIN
<br />?/� z/,/
<br />Vertical Scale
<br />in Feet
<br />HorizontainSFeet
<br />o 2
<br />L
<br />o 20
<br />4
<br />4o
<br />NINTH STREET
<br />PLAN AND PROFILE
<br />(Eighth Street, D
<br />SOUTH STO C KTO N SIDEWALKS
<br />Street, Ninth Street, Loomis Avenue, Pock Lane and
<br />Eleventh Street)
<br />SHEET
<br />NO.
<br />TOTAL
<br />SHEETS
<br />�a
<br />Q-.Map 11
<br />/
<br />"7/Z z �r
<br />_ ..��
<br />11
<br />25
<br />� �
<br />FILE NAME
<br />DRAWER
<br />SHEET No
<br />ACAD
<br />REVISIONS
<br />DATE
<br />
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