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'ON 133HS
<br />b3M` 80
<br />0.30' AC
<br />Over 0.45' AC Base
<br />di o0
<br />I
<br />i
<br />i
<br />i
<br />Ce•3
<br />Const = CE R/W
<br />Sta 10+98 (17' Lt)
<br />Const 18"0 SDI
<br />Sta 12+62 (17' Lt)
<br />Const 18"0 SDI
<br />Sta 15+58 (17' Lt)
<br />Const 18"0 SDI
<br />Sto 15+58 17: Lt to
<br />(17
<br />Grate Elev = 20.29'
<br />Sta 10+57
<br />to Sta 16+00
<br />Grate Elev = 20.84'
<br />Grate Elev = 20.81
<br />Sta 15+66 Rt)
<br />Invert Elev = 17. 10'
<br />Const 543
<br />LF CG&S
<br />Invert Elev = 17.52'
<br />Invert Elev = 18.51
<br />Place 35 LF
<br />12"0 RCP (CI IV)
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<br />See Sheet No. 9for
<br />:
<br />N I N T H
<br />utter Lip
<br />Reset SS Manhole Frame
<br />S T
<br />R E E T
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<br />Sto 11+06 (12' Rt)
<br />Sta 12+65 Rt
<br />�17:
<br />Sta 12+62 Lt
<br />to
<br />Sta 13+77 (22' Rt) Sta 13+77
<br />22' Rt toReset
<br />SS Manhole Frame
<br />Sto 10+57 to Sta 16+00
<br />�22'
<br />Const SD Manhole Type 1
<br />Sto 12+65 22Rt�
<br />Reconst SD Manhole (Type 1) Sta 15+66
<br />�17' Rt�
<br />Sta 10+73 17' Rt
<br />(
<br />and Cover to Grade
<br />)
<br />Const 543 LF CG&S
<br />Cover Elev = 21,29'
<br />Place 44 LF
<br />Cover Elev = 21.65' Place 190 LF
<br />Sta 15+66 17'
<br />Rt
<br />��
<br />Const 18 0 SDI
<br />Invert North Elev = 17.02'
<br />12"0 RCP (CI IV)
<br />Invert East Elev = 17.41' 12"0 RCP (ClIV)
<br />Const 18 0
<br />Grate Elev = 20,88'
<br />SDI
<br />Grate Elev = 20.10' Sta 10+73 S17' Rt to
<br />Connect to Exist Storm Drain
<br />Connect to Existing Storm Drain
<br />Invert Elev = 18.11'
<br />Sta 10+98 t 17' Lt�
<br />Invert Elev = 16.701Place
<br />43 LF
<br />i
<br />12"0 RCP (CI IV)
<br />NINTH STREET
<br />-�
<br />BEGIN IMPROVEMENTS
<br />M
<br />!
<br />lrTl
<br />t2 No.38465
<br />OF
<br />Peter D. Martin
<br />Registered Civil Engineer
<br />Assumed Bench dark Elevation 23.00'
<br />Center of Sanitary Sewer Manhole Cover
<br />at Ninth St & Pock Ln Intersection
<br />Station 22+29 (13' Rt)
<br />25
<br />+ 320.78
<br />Const
<br />--Exist Center
<br />Line +71
<br />+58-
<br />+66
<br />n
<br />CL=21.37
<br />CL=21.42
<br />CL=21.44
<br />(D S
<br />IP (D St),
<br />+41 +54
<br />+91
<br />+91
<br />+42
<br />Lip=20.77'
<br />CL=21,377
<br />CL=20.89 CL=20,85
<br />CL=20.75
<br />FL (Lt)=20,39
<br />CL=21.37
<br />— —
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<br />0 34%
<br />7
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<br />25�
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<br />+2 gg%
<br />-2,00 II
<br />1,52% -0.77%
<br />o -0,53%
<br />-0.17�
<br />-0.4 1%
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<br />-_--------
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<br />64
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<br />CL=20.97'
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<br />........r..
<br />+19 Hi Pt
<br />FL Rt =21 38'
<br />+58 Lt
<br />+66 (Rt)
<br />FL=20.9 '
<br />Z Q
<br />I
<br />+52 START
<br />FL_
<br />+00 GB +33 GB
<br />FL (Rt)=20.24 FL (Rt)=20,32
<br />FL Lt)4 21H04'
<br />(
<br />FL (Lt)=20,9
<br />'
<br />+71 Hi Pt
<br />FL (Lt)=21,42 I
<br />B
<br />1- (Lt)=21,21 FL
<br />_ +88
<br />Lt =21.10
<br />( )
<br />I I
<br />- -(Lt)=20.59
<br />+57 START +73 FL
<br />FL (Rt)=20.24'
<br />I
<br />�.
<br />Exist 12 0 Storm Drain
<br />+42 GB
<br />FL (Rt)=20,76'
<br />_ I
<br />- - - - - -
<br />-
<br />I I _ -
<br />SDI 08
<br />+
<br />0
<br />(Rt)=20.20'
<br />_
<br />_ -_
<br />- - - -
<br />- - -
<br />- - - - - - - - -
<br />-
<br />I
<br />0
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<br />_ _
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<br />_
<br />�4%
<br />SDI
<br />- - - - - - - - - -
<br />- - - - - - - -
<br />----=----------
<br />_ a�
<br />SD 05 SDI
<br />------
<br />------------
<br />SD06
<br />Exist SS Manhole
<br />12"0 RCP
<br />12*0 RCP
<br />SDI
<br />- - - -
<br />- _� _____- - -
<br />---
<br />i t 12"w
<br />Storm
<br />St D
<br />— — — — _-----
<br />--_. — --._(Cl
<br />s
<br />rain
<br />IV(Cl
<br />IV
<br />12"0 RCP
<br />(CI IV)
<br />12"0 RCP
<br />(CI IV)
<br />- -
<br />�- -- _ -_ -
<br />-
<br />-
<br />- --- -
<br />- - `-
<br />12 0 RCP
<br />(CI IV)
<br />___ - --
<br />Exist Sewer
<br />Exist Sewer
<br />15
<br />- _
<br />_ _
<br />15
<br />_
<br />Exist SD Manhole
<br />Exist SS Manhole
<br />- - `
<br />_
<br />c
<br />Cu
<br />xc
<br />117
<br />186
<br />186
<br />113
<br />122
<br />185
<br />909
<br />s
<br />Emb
<br />0
<br />0
<br />0
<br />0
<br />0
<br />0
<br />0
<br />Total
<br />STA
<br />10
<br />11
<br />12
<br />13
<br />14
<br />15
<br />16
<br />STA
<br />DRAWN BY
<br />DATE
<br />PROJECT ENGINEER
<br />DATE
<br />CHECKED
<br />DATE
<br />7/yZ/i/
<br />COUNTY OF
<br />SA N J OAQ U I N
<br />Vertical Scale 0 2
<br />in Feet
<br />Horizontal Scale o 20
<br />4
<br />40
<br />NINTH STREET
<br />PLAN AND PROFILE
<br />(Eighth Street, D
<br />SOUTH
<br />Street, Ninth
<br />STO C KTO
<br />Street, Loomis
<br />N SIDEWALKS
<br />Avenue, Pock Lane and Eleventh Street)
<br />SHEET
<br />NO.
<br />TOTAL
<br />SHEETS
<br />T�ZZf
<br />10
<br />25
<br />In Feet
<br />FILE NAME
<br />DRAWER
<br />SHEET No
<br />ACAD
<br />REVISIONS
<br />DATE
<br />W- -
<br />
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