|
cl rn
<br />5' (C.G.&S. transition)
<br />i lel y Refer to S.J.Co. R-9
<br />I + + for details (Typ)
<br />0) rn
<br />o �. Const.
<br />■ I 1i ■ m
<br />OD
<br />a
<br />I
<br />■ I 'Il C' I I C
<br />2 -Saw cut 2' of existing
<br />Dwy. and conform with R&D 70'f storm drain pipe.
<br />back of walk. Install 70' of new 18" C.S.P.
<br />per S.J.Co. Std, R-29
<br />9018' AC DwyI
<br />(E)EP n
<br />i
<br />SDI
<br />„v
<br />r
<br />-------------- -------- ------ --- --------- --- -
<br />� ._..� _DOH� i
<br />100
<br />AUGUSTA ST °°
<br />11 12 ___ __ _
<br />I ao 00 13 SDI #15�
<br />_ _ - - _
<br />w .l -.. - ---- - ---- ---- --
<br />'I N!. Y!. ..gin. YY
<br />.(10 -i= Wil-
<br />-- - '-- .- � __ _" " ----_ -. •. , '
<br />i
<br />�[)> ,. I f (E) EP 1 SSMH 6 ® a#=
<br />♦ - - - -
<br />♦ � at&t- � # -
<br />11
<br />.i .._. 'i l . . V,
<br />�t
<br />_
<br />I�
<br />I
<br />Cn
<br />I,• Relocate mailbox.
<br />New C.G.&S. Relocate irrigation For detail see sheet 7.
<br />I
<br />drainage inlet from
<br />Sta. 12+75 18' Rt (Elev. 43.47) +54 End rolled C.G.&S.
<br />;,1 I ( a► +59 Beg Vert C.G.&S.
<br />I 1 , r- a to Sta 12+75 27' Rt (Elev. 4c3�1..63) i
<br />D ! I n e o c of i Y� a`� �o ✓ t �-"` raane, St
<br />*-66 22' RT: Install new fire by ant
<br />assembly and water valve per S.J.Co.
<br />I f CW -W18 and CW -WS (Break off check
<br />valve in the hydrant assembly)
<br />Sta. 14+20.40 Augusta Street= --
<br />Sta. 22+60 Orange Street
<br />Place monument frame and cover.
<br />t. I I G� ITl
<br />I I M III place (Typ) See S.J.Co. Std CW -C12 z
<br />i
<br />I remain Irr --- - - _ ,
<br />i
<br />k i O
<br />+
<br />r- I
<br />I I Iy I
<br />''' #22.,
<br />i 'Retrofit detectable SDI #18
<br />I
<br />20
<br />warning surface+ ter.
<br />N y►co
<br />1 + +
<br />i00
<br />C14 0)a
<br />SDI #16 1
<br />V`r 1 ao t&t
<br />r
<br />SDI 14 ,
<br />1 ., ._ ._. _., s s �" �w s s s!'s rr.�•+C+i 'f� r irrrar s � r� � s � � s ssss� s s r; \,,',\ v/:
<br />.. .
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<br />F
<br />I
<br />1� . -':•.
<br />6 SDMH
<br />#
<br />18:'•..•SbMH �1
<br />- --
<br />i I o SDMH #117--� AUGUST S T011
<br />---- --- -- -----1-- --a-- ---------L-r- ---A U G U - Q ---- ------ ---------
<br />[1715 - -
<br />�.. SDI I 16 I 17 - 18
<br />' i o L� 03
<br />.. .............................. .... ..I................................................................ .....................................................................................................:!...................................
<br />...............N.....................................y_... yr N - -
<br />-w- - �a - -
<br />w- -w- - -w- -
<br />- w -w- -w- - w-
<br />PH2 4N, P.C.C. Valley tter c
<br />_.. _
<br />aW -ntkt I - - -at&t- - - - - - -at&t-
<br />>, PH1_ _ _
<br />.
<br />w_
<br />116 16 I I s s �s s'r OWN-- rsa�rr yw
<br />♦ IIV DMH-
<br />! h! I tV I ! N IMA,SC;l�li +� `a I i
<br />I _ I
<br />U .__ -__ _._ .._ _ .� 07
<br />rel li I r i m•, ',:.Cvi111.J1',I , I ! I! E J`_
<br />New 8'wide sidewalk _I
<br />M
<br />See sheet 7 for details �,�I
<br />!
<br />P1A V l"�r r
<br />I - -
<br />er �9n
<br />,eit
<br />BENCH MARK
<br />ORANGE STREET
<br />18+06.5 (29' Lt.)
<br />Elev. 43.70
<br />Roadway Reconstruction (Roadway Excavation)
<br />r r
<br />LOCATION
<br />Existing right of way.
<br />- - - - -
<br />- -
<br />Construction center line.
<br />- - - -
<br />- -
<br />am
<br />PH 1
<br />STA. 14+47 38.5' Rt
<br />New curb gutter and sidewalk.
<br />--------
<br />42.90
<br />(t-
<br />=5 :3
<br />4.50
<br />Potholedlocation wille
<br />under proposed sidewalk.
<br />Remove existing AC walkway and install
<br />STA. 15+25 21' Rt
<br />AT&T
<br />C.G.&S. or concrete sidewalk.
<br />CLO -0a°
<br />+
<br />Approximate location of existing drainage pipe
<br />rn
<br />and direction of flow.
<br />..................
<br />I.......
<br />Quo
<br />1 (4) 6" Conduits
<br />43.80
<br />see sheet 7 for locations.
<br />41.05
<br />aNew
<br />-n'
<br />�+ �Nv
<br />-w- -
<br />O
<br />Approximate location of existing water line.
<br />It
<br />� �
<br />R. 00
<br />V)I'F'
<br />cc
<br />OOD
<br />00
<br />I„F
<br />Approximate location of new water line.
<br />le. JD`�
<br />-a- -
<br />�e-to
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<br />o
<br />Z7
<br />Cr
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<br />CTI
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<br />v
<br />-P,
<br />c0 O
<br />cn O
<br />N
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<br />Cr
<br />00 u,
<br />Existing storm drain inlet.
<br />O
<br /><O
<br /><o
<br />o<
<br /><o
<br /><o
<br />��<
<br />so
<br />Storm drain maintenance hole to be adjusted.
<br />See S.J.Co. CW -R36 for details.
<br />D
<br />SDI (14)
<br />+64 Beg Vert C.G.&S.
<br />O
<br />I r�. r�_
<br />I �7 f 1�:,_
<br />Sta. 16+30 �O Lt
<br />Sta 16+68 Lt.
<br />See S.J.Co. CW -R36 for details.
<br />42.80
<br />C�
<br />0
<br />40 100
<br />+59 End rolled C.G.&S,
<br />; I I I D ■
<br />20
<br />�- _ __ _. _ ,
<br />Construct two 20 =wide
<br />zz
<br />zz
<br />D
<br />Z
<br />z Z
<br />z I I Existin C
<br />g G &S to
<br />commercial driveways.
<br />z z
<br />New water valves to be installed.
<br />I
<br />z
<br />Dwy. and conform with R&D 70'f storm drain pipe.
<br />back of walk. Install 70' of new 18" C.S.P.
<br />per S.J.Co. Std, R-29
<br />9018' AC DwyI
<br />(E)EP n
<br />i
<br />SDI
<br />„v
<br />r
<br />-------------- -------- ------ --- --------- --- -
<br />� ._..� _DOH� i
<br />100
<br />AUGUSTA ST °°
<br />11 12 ___ __ _
<br />I ao 00 13 SDI #15�
<br />_ _ - - _
<br />w .l -.. - ---- - ---- ---- --
<br />'I N!. Y!. ..gin. YY
<br />.(10 -i= Wil-
<br />-- - '-- .- � __ _" " ----_ -. •. , '
<br />i
<br />�[)> ,. I f (E) EP 1 SSMH 6 ® a#=
<br />♦ - - - -
<br />♦ � at&t- � # -
<br />11
<br />.i .._. 'i l . . V,
<br />�t
<br />_
<br />I�
<br />I
<br />Cn
<br />I,• Relocate mailbox.
<br />New C.G.&S. Relocate irrigation For detail see sheet 7.
<br />I
<br />drainage inlet from
<br />Sta. 12+75 18' Rt (Elev. 43.47) +54 End rolled C.G.&S.
<br />;,1 I ( a► +59 Beg Vert C.G.&S.
<br />I 1 , r- a to Sta 12+75 27' Rt (Elev. 4c3�1..63) i
<br />D ! I n e o c of i Y� a`� �o ✓ t �-"` raane, St
<br />*-66 22' RT: Install new fire by ant
<br />assembly and water valve per S.J.Co.
<br />I f CW -W18 and CW -WS (Break off check
<br />valve in the hydrant assembly)
<br />Sta. 14+20.40 Augusta Street= --
<br />Sta. 22+60 Orange Street
<br />Place monument frame and cover.
<br />t. I I G� ITl
<br />I I M III place (Typ) See S.J.Co. Std CW -C12 z
<br />i
<br />I remain Irr --- - - _ ,
<br />i
<br />k i O
<br />+
<br />r- I
<br />I I Iy I
<br />''' #22.,
<br />i 'Retrofit detectable SDI #18
<br />I
<br />20
<br />warning surface+ ter.
<br />N y►co
<br />1 + +
<br />i00
<br />C14 0)a
<br />SDI #16 1
<br />V`r 1 ao t&t
<br />r
<br />SDI 14 ,
<br />1 ., ._ ._. _., s s �" �w s s s!'s rr.�•+C+i 'f� r irrrar s � r� � s � � s ssss� s s r; \,,',\ v/:
<br />.. .
<br />_.
<br />y
<br />r
<br />F
<br />I
<br />1� . -':•.
<br />6 SDMH
<br />#
<br />18:'•..•SbMH �1
<br />- --
<br />i I o SDMH #117--� AUGUST S T011
<br />---- --- -- -----1-- --a-- ---------L-r- ---A U G U - Q ---- ------ ---------
<br />[1715 - -
<br />�.. SDI I 16 I 17 - 18
<br />' i o L� 03
<br />.. .............................. .... ..I................................................................ .....................................................................................................:!...................................
<br />...............N.....................................y_... yr N - -
<br />-w- - �a - -
<br />w- -w- - -w- -
<br />- w -w- -w- - w-
<br />PH2 4N, P.C.C. Valley tter c
<br />_.. _
<br />aW -ntkt I - - -at&t- - - - - - -at&t-
<br />>, PH1_ _ _
<br />.
<br />w_
<br />116 16 I I s s �s s'r OWN-- rsa�rr yw
<br />♦ IIV DMH-
<br />! h! I tV I ! N IMA,SC;l�li +� `a I i
<br />I _ I
<br />U .__ -__ _._ .._ _ .� 07
<br />rel li I r i m•, ',:.Cvi111.J1',I , I ! I! E J`_
<br />New 8'wide sidewalk _I
<br />M
<br />See sheet 7 for details �,�I
<br />!
<br />P1A V l"�r r
<br />I - -
<br />er �9n
<br />,eit
<br />BENCH MARK
<br />ORANGE STREET
<br />18+06.5 (29' Lt.)
<br />Elev. 43.70
<br />EG=EXISTING GROUND CL
<br />FG=FINISH GRADE CL
<br />NFI (I T)=NFW FI nw I INF I FFT
<br />'ON 133HS I 83M` 80
<br />LEGEND
<br />r r
<br />LOCATION
<br />Existing right of way.
<br />- - - - -
<br />- -
<br />Construction center line.
<br />- - - -
<br />- -
<br />Existing curb gutter and sidewalk.
<br />PH 1
<br />STA. 14+47 38.5' Rt
<br />New curb gutter and sidewalk.
<br />--------
<br />42.90
<br />Existing edge of pavement.
<br />39.15
<br />4.50
<br />Potholedlocation wille
<br />under proposed sidewalk.
<br />Remove existing AC walkway and install
<br />STA. 15+25 21' Rt
<br />AT&T
<br />C.G.&S. or concrete sidewalk.
<br />42.96
<br />+
<br />Approximate location of existing drainage pipe
<br />rn
<br />and direction of flow.
<br />..................
<br />I.......
<br />Install structure backfill (slurry cement),
<br />1 (4) 6" Conduits
<br />43.80
<br />see sheet 7 for locations.
<br />41.05
<br />aNew
<br />1 " water service per S.J.CO. CW -W8
<br />-w- -
<br />w-
<br />Approximate location of existing water line.
<br />(See slurry cement backfill on sheet 7)
<br />w --its-
<br />to finish grade elevation.
<br />Approximate location of new water line.
<br />(See slurry cement backfill on sheet 7)
<br />-a- -
<br />0)
<br />0
<br />O
<br />o
<br />O
<br />O
<br />Cr
<br />o
<br />CTI
<br />0
<br />v
<br />-P,
<br />c0 O
<br />cn O
<br />N
<br />O
<br />Cr
<br />00 u,
<br />Existing storm drain inlet.
<br />O
<br /><O
<br /><o
<br />o<
<br /><o
<br /><o
<br />��<
<br />so
<br />Storm drain maintenance hole to be adjusted.
<br />See S.J.Co. CW -R36 for details.
<br />SDI (14)
<br />Sanitarysewer maintenance hole to be adjusted.
<br />1
<br />W<
<br />ss
<br />See S.J.Co. CW -R36 for details.
<br />42.80
<br />40.80
<br />Storm drain maintenance hole to remain in place.
<br />Zz
<br />zz
<br />zz
<br />Z
<br />Z
<br />z Z
<br />zz
<br />New
<br />z z
<br />New water valves to be installed.
<br />z
<br />z
<br />z
<br />z m
<br />Z
<br />Z
<br />z z
<br />�r
<br />r�
<br />-rt T,
<br />�r
<br />-r, TI
<br />rr
<br />�l TI
<br />rr
<br />-TITI
<br />r
<br />rr
<br />Existing poles to remain in place (unless noted in plans).
<br />TI _T1
<br />r r
<br />�r
<br />Existingelectric box to remain in lace.
<br />P
<br />�,
<br />r
<br />�-,
<br />r
<br />-9 TI
<br />-9
<br />TI
<br />,-r-
<br />TI
<br />�r
<br />�l
<br />r
<br />M T
<br />l17� m
<br />TI m
<br />--A -i m
<br />Tl m
<br />ADA ramps to be installed. See sheet 6 for ADA schedule
<br />m
<br />�l
<br />and details.
<br />°
<br />Tl m
<br />�l m
<br />New
<br />TI m
<br />TI m
<br />�Y
<br />On
<br />0 0
<br />0 G7
<br />0
<br />0
<br />Sta. 14+70 20 Rt
<br />SDI
<br />12" N
<br />11existing
<br />12"0 pipe from SDI #16
<br />C) `. G7
<br />G7
<br />Sta. 16+20 21' Lt
<br />G7 G7
<br />0w 0
<br />43.40
<br />II II II II
<br />II II II II
<br />II II II II
<br />II II II
<br />II II II II
<br />II II
<br />II II II
<br />II
<br />II II
<br />�
<br />II
<br />II II II
<br />II II II
<br />II II
<br />II II II II
<br />II II II II
<br />II II
<br />N N CA W
<br />W N N Csl
<br />CA C
<br />CN-
<br />C�
<br />WC
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<br />P-
<br />41 p
<br />0000 N
<br />___J C14 CA O
<br />03
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<br />N N MIT)
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<br />CJ N
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<br />N O --.1 Ln
<br />O a) _P� _;1
<br />Cp Cr!
<br />EG=EXISTING GROUND CL
<br />FG=FINISH GRADE CL
<br />NFI (I T)=NFW FI nw I INF I FFT
<br />'ON 133HS I 83M` 80
<br />AT&T CONDUIT POTHOLE INFORMATION
<br />LEGEND
<br />r r
<br />LOCATION
<br />Existing right of way.
<br />- - - - -
<br />- -
<br />Construction center line.
<br />- - - -
<br />- -
<br />Existing curb gutter and sidewalk.
<br />PH 1
<br />STA. 14+47 38.5' Rt
<br />New curb gutter and sidewalk.
<br />--------
<br />42.90
<br />Existing edge of pavement.
<br />39.15
<br />4.50
<br />Potholedlocation wille
<br />under proposed sidewalk.
<br />Remove existing AC walkway and install
<br />STA. 15+25 21' Rt
<br />AT&T
<br />C.G.&S. or concrete sidewalk.
<br />42.96
<br />43.27
<br />Approximate location of existing drainage pipe
<br />and direction of flow.
<br />..................
<br />I.......
<br />Install structure backfill (slurry cement),
<br />1 (4) 6" Conduits
<br />43.80
<br />see sheet 7 for locations.
<br />41.05
<br />aNew
<br />1 " water service per S.J.CO. CW -W8
<br />-w- -
<br />w-
<br />Approximate location of existing water line.
<br />(See slurry cement backfill on sheet 7)
<br />w --its-
<br />to finish grade elevation.
<br />Approximate location of new water line.
<br />(See slurry cement backfill on sheet 7)
<br />-a- -
<br />--a-
<br />Approximate location of existing gas line.
<br />- -at&t-
<br />-
<br />Approximate location of existing at&t underground line.
<br />Adjust frame and cover
<br />43.99
<br />Place monument frame and cover. See sheet 8 for locations.
<br />Existing storm drain inlet.
<br />®
<br />New 18" dio. storm drain inlet.
<br />®
<br />New storm drain inlet (Type 1)
<br />so
<br />Storm drain maintenance hole to be adjusted.
<br />See S.J.Co. CW -R36 for details.
<br />SDI (14)
<br />Sanitarysewer maintenance hole to be adjusted.
<br />1
<br />Install new storm drain inlet
<br />(Type 1) SJCo, Std, D-13
<br />ss
<br />See S.J.Co. CW -R36 for details.
<br />42.80
<br />40.80
<br />Storm drain maintenance hole to remain in place.
<br />Sanitary sewer maintenance hole to remain in place.
<br />existing SDI
<br />Water valves to be adjusted.
<br />12" SE
<br />x
<br />� J
<br />SDI(15)
<br />New
<br />w
<br />New water valves to be installed.
<br />N/A
<br />+�
<br />New firehydrant assembly to be installed.
<br />40.62
<br />.
<br />Gas valves to be adjusted by others.
<br />J
<br />existing SDI
<br />Existing water meters to be adjusted.
<br />18" NE
<br />0
<br />12"*i pipe from SDI �14
<br />Existing poles to remain in place (unless noted in plans).
<br />Existing
<br />li
<br />..._-
<br />Existingelectric box to remain in lace.
<br />P
<br />43.78
<br />CTJ
<br />Existing telephone or television pedestal to remain in place.
<br />Existing sign to be removed or relocated.
<br />MBMailbox
<br />to be relocated.
<br />remain p
<br />18
<br />ADA ramps to be installed. See sheet 6 for ADA schedule
<br />and details.
<br />to
<br />Existing trees to remain in place (unless noted in plans).
<br />SDI(17)
<br />New
<br />Install New 18' Dia.2
<br />Storm Drain Inlet
<br />Remove and Dispose
<br />�Y
<br />Remove trees and/or bushes (shrubs).
<br />41.10
<br />(N) Re -connect with existing
<br />Existing drainage ditch.
<br />AT&T CONDUIT POTHOLE INFORMATION
<br />AND STORM DRAIN INLETS SCHEDULE
<br />LOCATION
<br />UTILITIES
<br />ITEM
<br />EXISTING
<br />GROUND ELEV.
<br />NEW
<br />GROUND ELEV.
<br />TOP
<br />OF CONDUITS
<br />TOTAL
<br />DEPTH
<br />REMARKS
<br />PH 1
<br />STA. 14+47 38.5' Rt
<br />AT&T
<br />4 6" Conduits
<br />()
<br />42.90
<br />43.65
<br />39.15
<br />4.50
<br />Potholedlocation wille
<br />under proposed sidewalk.
<br />PH 2
<br />STA. 15+25 21' Rt
<br />AT&T
<br />(2) 6" Conduits
<br />42.96
<br />43.27
<br />18" Sw
<br />Potholed 6 1below, unable to
<br />find AT&T conduits.
<br />PH 3
<br />STA. 16+12 17' Lt
<br />AT&T
<br />1 (4) 6" Conduits
<br />43.80
<br />43.78
<br />41.05
<br />2.73'
<br />10+00
<br />11+00
<br />12+00
<br />13+00
<br />14+00
<br />15+00
<br />16+00
<br />17+00
<br />18+00
<br />45
<br />43
<br />41
<br />39
<br />37
<br />STORM DRAIN MAINTENANCE HOLES
<br />AND STORM DRAIN INLETS SCHEDULE
<br />Location
<br />Remark
<br />Exist. Grate
<br />Elevation
<br />Prop. Grate
<br />Elevation
<br />Invert
<br />Elevevations
<br />SDMH(16)
<br />Existing
<br />Sta. 14+35.5 17' Lt
<br />Reconstruct SDMH
<br />17
<br />43.33
<br />38.00
<br />SDMH
<br />to finish grade elevation.•
<br />18" Sw
<br />SDMH(17)
<br />Existing
<br />Sta. 16+20 17' Lt
<br />Adjust frame and cover
<br />43.72
<br />43.84
<br />SDMH to remain in place,
<br />to finish grade elevation.
<br />SDMH0 8)
<br />Existing
<br />Sto. 16+35 17' Lt
<br />Adjust frame and cover
<br />43.99
<br />43.84
<br />SDMH to remain in place.
<br />to finish grade elevation.
<br />SDI (14)
<br />New
<br />Install new storm drain inlet
<br />(Type 1) SJCo, Std, D-13
<br />Remove and Dispose
<br />N/A
<br />42.80
<br />40.80
<br />SE Re -connect with existing
<br />( )
<br />Sto. 13+70 19' Lt
<br />existing SDI
<br />12" SE
<br />12"0 Pipe from SDI /15
<br />SDI(15)
<br />New
<br />Install new storm drain inlet
<br />(Type 1) SJCo. Std. D-13
<br />Remove and Dispose
<br />N/A
<br />42.86
<br />40.55
<br />40.62
<br />(NW) connect with existing
<br />Sto. 13+71 19' Rt
<br />existing SDI
<br />12" NW
<br />18" NE
<br />0
<br />12"*i pipe from SDI �14
<br />SDI 16
<br />( )
<br />Existing
<br />Sta. 14+70 19'Lt
<br />SDI to in lace.
<br />Maintain existing grate
<br />elevation.
<br />43.78
<br />43.78
<br />remain p
<br />SDI(17)
<br />New
<br />Install New 18' Dia.2
<br />Storm Drain Inlet
<br />Remove and Dispose
<br />N/A
<br />43.35
<br />41.10
<br />(N) Re -connect with existing
<br />Sta. 14+70 20 Rt
<br />SDI
<br />12" N
<br />11existing
<br />12"0 pipe from SDI #16
<br />SDI 18
<br />( )
<br />Existing
<br />9
<br />Sta. 16+20 21' Lt
<br />Maintain existing grate
<br />43.40
<br />43.40
<br />SDI to remain in lace.
<br />p
<br />elevation.
<br />35
<br />RECORD DR
<br />�-
<br />No Changer, Byer
<br />Any Person Using This G+arw�,y 811)
<br />AN Information BY insPec:ting The bud L4 v4ark
<br />AN 1111 ;N;znu���
<br />SERVICE ALERT
<br />�OFESS/�,
<br />2
<br />No. 42581
<br />k�e,
<br />CI VIS
<br />rf;
<br />David Mendoza
<br />Registered Civil Engineer
<br />DRAWN BY DATE PROJECT ENGINEER DATE CHECKED BY DATE Horizontal Scale 1" = 40' WOODBRIDGE STREETS IMPROVEMENTS, PHASE II SHEET
<br />NO. SHEETS
<br />TAL
<br />EnriquesiCva s/13 .-� � ,. .u�, sfr3/,� �3 � COUNTY OF SAN JOAQUIN Vertical Scale: 1" = 2' PLAN AND PROFILE
<br />(Augusta Street and Orange Street) 3 g
<br />DBAWjR .SHEELNO. REVISION DATE
<br />
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