|
C
<br />a,
<br />CD
<br />Sidewalk <
<br />in place.-- CD
<br />Retrofit Detecta160 �
<br />Warning Surface. w �'
<br />I I 0
<br />n I I I �,,,
<br />Mw IMI Install Thrust Blot,,,.,
<br />.I q rn III and Water Valves p
<br />Conform j}
<br />-SJCo Std W-5 & W-
<br />� I � R
<br />+51 MH#2
<br />M-------
<br />Orange Sta 10+00= I W
<br />Academy Sta 10+00-a+---W----�- o W--------W--------W---------- I -- =__:W=_=_2E
<br />BC g
<br />i
<br />ORANGE STREET
<br />I----------------
<br />�-
<br />----o'er-�--------r
<br />_i1 U i
<br />-------�
<br />1
<br />-.--- _
<br />12
<br />OI
<br />C
<br />Water Pe
<br />+73 29'
<br />Assemblyand
<br />Rt Instat
<br />Water o
<br />111 Existing
<br />,.
<br />(Lt)
<br />per
<br />(Break -off check valve
<br />EC
<br />1 i O
<br />I
<br />EC
<br />Std W-2
<br />fi
<br />and W-3 (Bre
<br />I
<br />Existing Wire Fence
<br />the Hydrant Assembly)
<br />Construct one 28' wide
<br />I
<br />valve in
<br />=z.:,
<br />the Hydrant Assem
<br />,
<br />I
<br />+50' ec
<br />+
<br />�
<br />Commercial Driveway
<br />SSMH#3 *000
<br />TIATCH LINE:
<br />See Sheet 4
<br />rn
<br />G ,
<br />::._ _
<br />-.-
<br />See SJCo Std R-14.
<br />See Sheet 11 for all locations.
<br />O
<br />and Shrubs to be
<br />e 4 Intervals
<br />Revised per Addendum
<br />-10'± LF Cc
<br />I I
<br />_
<br />- - 0_40 V ,.
<br />Sanitary Sewer Maintenance Hole.
<br />Encasement
<br />Exk+tlnq Sldwalk
<br />------------------
<br />Existing Bridge Deck
<br />LL ng
<br />A
<br />Dated: December 3 2015��
<br />Existing Sign to be removed or relocated.
<br />SJco W-10
<br />ADA ramps to be installed.
<br />c�
<br />See Sheet 8 for ramp schedule and details.
<br />Install 4"x4" Concrete Safety Edge
<br />Install 842± LF of
<br />XExisting
<br />removed.
<br />II I II
<br />RMIN WORK
<br />39.75
<br />along the open -sided walking surface
<br />of existing sidewalk.
<br />SECTION E -E
<br />----
<br />------ - - - Roadway Reconstruction (Roadway Excavation)
<br />0.12' HMA Overlay
<br />- over planing
<br />!6i
<br />43
<br />41
<br />39
<br />37
<br />35
<br />+
<br />4
<br />O
<br />+ + + + + + + + + + + + + + + + + + ++ + + + + + + + + + ++ + +
<br />O N 0 J O N N v O Na 0 -.I O N Cn -I O O _P, V __4 O N Cn v O N Cn J 0000 N
<br />O Ln O CA O Ln O 0 O U O Cn O (n O CA 0 to (n O r_n O Ln O -i O Cn O CA rn 00 W O
<br />Z Z Z Z Z Z Z Z Z zZ Z Z Z Z
<br />ARI r� -n ITI-n M _n M -n m -*1 M -n r rr1 TI r rrl I m TI m ITI TI I T I *t -n A r TI 'n TI -q M TI m ITI TI r- m TI r' 1 TI r* I T7 ITl TI fTl TI r '� ITI TI
<br />nI �I , TI r fi fTI�I �1 fi ITI + .r + �1 + rr .► + .f
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<br />II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II � II p II II 11 II II II II II II II II II II II II II II II II II
<br />(n (A
<br />WWW W �WNNN N mN NN -� to NO (No�?A 4 4? �P
<br />.01 .411 P. V� ( 0 11 O(oO cobDba ?A ip nO ON 46-4 N W O N O(O P zo W W W O 4000 W cfl cD N
<br />N 00 W N Orn OHO WCn rn_ 0000 00 CD 01 (11O0,Cn01�� Oa W _pl
<br />�I
<br />New Gutter FL (Rt) BENCH MARK
<br />Install''° ORANGE STREET
<br />Fire Hydrant Finish Grade CL New Gutter FL (Lt)18+06.5 (29' Lt)
<br />Assembl (Rt) Existing Ground CL tit Elev 43.71
<br />+52 29' Rt Install Fire
<br />Hydrant
<br />Install SDI Type 1
<br />Install 28± LF
<br />Remark
<br />Install.
<br />( y
<br />Install 82± LF
<br />»
<br />Assembly and 8 Gate
<br />SJCo Std W-2 and
<br />Valve
<br />W-3
<br />Water Pe
<br />+73 29'
<br />Assemblyand
<br />Rt Instat
<br />Water o
<br />111 Existing
<br />,.
<br />(Lt)
<br />per
<br />(Break -off check valve
<br />in Sta 12+36 16' Rt---
<br />Slurry
<br />Y
<br />Std W-2
<br />fi
<br />and W-3 (Bre
<br />6" ul 1i
<br />Existing Wire Fence
<br />the Hydrant Assembly)
<br />Construct one 28' wide
<br />Cement. See SJCo Std D -13A
<br />and Sheet 9 for details.
<br />valve in
<br />=z.:,
<br />the Hydrant Assem
<br />I Safety 11 II
<br />S ng safety
<br />onr Bridge Deck Steechment
<br />40.38
<br />Commercial Driveway
<br />a
<br />New 1 " Dia water service per SJCo Std W-1
<br />0.3 5,
<br />-Edge
<br />::._ _
<br />-.-
<br />See SJCo Std R-14.
<br />See Sheet 11 for all locations.
<br />O
<br />and Shrubs to be
<br />e 4 Intervals
<br />Revised per Addendum
<br />-0.25 I�-.._...-...��
<br />_
<br />-..._..._..._...-...-..�... _.. _.
<br />_
<br />- - 0_40 V ,.
<br />Sanitary Sewer Maintenance Hole.
<br />Sheets 6 & 7
<br />Exk+tlnq Sldwalk
<br />------------------
<br />Existing Bridge Deck
<br />LL ng
<br />A
<br />Dated: December 3 2015��
<br />Existing Sign to be removed or relocated.
<br />O
<br />ADA ramps to be installed.
<br />0.25 ._._•
<br />See Sheet 8 for ramp schedule and details.
<br />Install 4"x4" Concrete Safety Edge
<br />Install 842± LF of
<br />XExisting
<br />removed.
<br />II I II
<br />39.65
<br />39.75
<br />along the open -sided walking surface
<br />of existing sidewalk.
<br />SECTION E -E
<br />----
<br />SSMH to remain in place
<br />elevation
<br />i
<br />v
<br />s" S (IN)
<br />77;7-- -
<br />0 37� -..._. = =
<br />"`
<br />--------- -.-0.25 .
<br />_ %
<br />a-
<br />Existing
<br />Sta 12+00 45' Rt
<br />Maintain existing rim
<br />III
<br />8"0 PVC
<br />Pipe (AWWA C-900)
<br />39.50
<br />BRIDGE _..._. - -'-J,
<br />SSMH to remain in place
<br />elevation
<br />j
<br />j12"0 PVC Pipe -\
<br />s" E (IN)
<br />6" SW (IN)
<br />(29C-200) 3%Inst.-,
<br />Existing
<br />Install 82± LF of
<br />Maintain existing rim
<br />g
<br />42.44
<br />37.84
<br />LF
<br />See SJCo Std R-29. Install
<br />SSMH to remain in place
<br />a X
<br />I III
<br />1 R
<br />tie (SDR 35 )
<br />n
<br />IIS
<br />Gate V
<br />Existing
<br />Sta 16+74 9.5' Rt
<br />Maintain existingrim
<br />42.59
<br />AC
<br />Dike (Type C)
<br />SSMH to remain in lace
<br />P
<br />BENCH MARK
<br />110± of
<br />12"0 Steel Casing.
<br />s" s (IN)
<br />CD
<br />M
<br />CD o
<br />1
<br />cn
<br />a
<br />Maintain existing rim
<br />43. 84
<br />39.01
<br />o
<br />D
<br />SDI to remain in place
<br />elevation
<br />- per
<br />SP A87B
<br />18" NW (OUT)
<br />SDI 13
<br />( )
<br />New
<br />ORANGE STREET
<br />Install new Storm Drain Inlet
<br />M
<br />W
<br />o
<br />x 2.
<br />X.
<br />°
<br />° CD
<br />°
<br />N
<br />mco
<br />0
<br />Existing Wire
<br />Fence and Shrubs
<br />M
<br />:
<br />a-
<br />Install new Storm Drain Inlet
<br />(Type 1) SJCo Std D -13A
<br />43.30
<br />40.48
<br />12" E (OUT)
<br /><m
<br />L
<br />,
<br />18+06.5 (29 Lt)
<br />a
<br />m
<br />3 CD
<br />m
<br />C
<br />m
<br />F
<br />a�
<br />to be removed.
<br />-_ n
<br /><
<br />o-
<br />I
<br />Elev 43.71
<br />o
<br />B
<br />X.
<br />n
<br />�<
<br />:
<br />W
<br />° Un Install 1 10 LF of
<br />`�
<br />n
<br />�II
<br />I I I
<br />Const
<br />o
<br />:'
<br />-u w
<br />0 mEr
<br />o ❑W
<br />C
<br />00
<br />-�
<br />0
<br />m
<br />n Concrete Valley Gutter
<br />o
<br />I
<br />I II I
<br />n
<br />n
<br />3
<br />m
<br />+ o
<br />o O g
<br />o
<br />X
<br />n
<br />Install 138 LF of
<br />m
<br />y
<br />�
<br />n per SJco Std R 12
<br />m
<br />I
<br />-0
<br />h
<br />^' `
<br />,
<br />v
<br />Ro
<br />00
<br />Concrete
<br />Valley Gutter
<br /><
<br />n
<br />a
<br />� �
<br />�
<br />m
<br />li
<br />I I I
<br />cn
<br />cn
<br />°
<br />o
<br />�'!
<br />�
<br />.�
<br />(A+
<br />❑W
<br />per SJco
<br />Std R12
<br />2-0
<br />y
<br />n
<br />m CD
<br />�
<br />For Planing details
<br />CD
<br />0
<br />CCD
<br />+
<br />� 3.5
<br />wide
<br />o
<br />+ ❑W 3.5 wide
<br />o0
<br />I I
<br />See Sheet 8
<br />N
<br />N
<br />SDI#16
<br />AC
<br />Frontage
<br />g
<br />0
<br />+
<br />CD
<br />� +
<br />AC Frontage
<br />i
<br />-
<br />O
<br />V'
<br />1
<br />4
<br />O
<br />v
<br />-4-0
<br />r,w
<br />OL
<br />�Z
<br />r
<br />m
<br />12
<br />-
<br />.r > a
<br />Ia
<br />- -
<br />--- W-
<br />-------W====-- -= W --------W -- L--r--W-------- W ---W--------W----------W--
<br />_-____ ---- SDMH#14 Q)
<br />- ----W --
<br />MEN
<br />a)
<br />W-----W--auto-
<br />I
<br />---W--�--w
<br />-------W-----�---
<br />13 so
<br />I
<br />e so
<br />1
<br />1 BRIDGE 29C -too
<br />1
<br />7
<br />NG
<br />ORANGE STREET
<br />-
<br />--
<br />---
<br />N
<br />��
<br />14
<br />tV0
<br />15
<br />-, 16
<br />NO
<br />O
<br />-
<br />F
<br />_
<br />h
<br />1 5
<br />©
<br />SDI 1
<br />� �
<br />4000004*W,i
<br />+44
<br />�.
<br />New-/
<br />(A �
<br />Existing MBGR
<br />II
<br />0)
<br />Vert
<br />CG&S
<br />to be removed.
<br />I
<br />+ +
<br />+'
<br />`. E�
<br />See S
<br />eet
<br />4, ji ;
<br />MSee
<br />Sheet 9 for
<br />i�
<br />00 0
<br />Q+
<br />®
<br />(o
<br />I
<br />;,
<br />Z)
<br />Q
<br />Sidewalk transition
<br />1
<br />Existing MBGR
<br />moo
<br />moo
<br />m
<br />ov
<br />details (Detail #1)
<br />R
<br />to remain in place.
<br />m
<br />o
<br />Existing Curve Return.
<br />ete
<br />Install Storm Drain
<br />;
<br />W
<br />"�
<br />See Sheet 9 for Sidewalk
<br />Cn
<br />econstruct Curve Return CG&S
<br />;r
<br />ManholeType
<br />1 per SJ
<br />C'h (A
<br />>
<br />�til�
<br />and Driveway transition
<br />and install ADA Romp.
<br />Std D16See
<br />Sheet 9
<br />for "`
<br />0
<br />Sta 15+65 14' Rt
<br />details Detail 2
<br />( # )
<br />I Ill
<br />See Sheet 8 for details
<br />✓p)
<br />special re uiremenrs
<br />C
<br />'+
<br />Construct one 20 wide
<br />and details
<br />(Typ)
<br />p
<br />Commercial Driveway
<br />R-14.
<br />111 i
<br />c
<br />per SJCo Std
<br />!6i
<br />43
<br />41
<br />39
<br />37
<br />35
<br />+
<br />4
<br />O
<br />+ + + + + + + + + + + + + + + + + + ++ + + + + + + + + + ++ + +
<br />O N 0 J O N N v O Na 0 -.I O N Cn -I O O _P, V __4 O N Cn v O N Cn J 0000 N
<br />O Ln O CA O Ln O 0 O U O Cn O (n O CA 0 to (n O r_n O Ln O -i O Cn O CA rn 00 W O
<br />Z Z Z Z Z Z Z Z Z zZ Z Z Z Z
<br />ARI r� -n ITI-n M _n M -n m -*1 M -n r rr1 TI r rrl I m TI m ITI TI I T I *t -n A r TI 'n TI -q M TI m ITI TI r- m TI r' 1 TI r* I T7 ITl TI fTl TI r '� ITI TI
<br />nI �I , TI r fi fTI�I �1 fi ITI + .r + �1 + rr .► + .f
<br />0 0 .iG)G7 O0 00 00 00 00 0G') 00 6)0 00 00 0O 0 0 00 .�OG7 � G) ... 0 0 0O 00 .�G)o 00 00 00 00 OGS v
<br />II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II � II p II II 11 II II II II II II II II II II II II II II II II II
<br />(n (A
<br />WWW W �WNNN N mN NN -� to NO (No�?A 4 4? �P
<br />.01 .411 P. V� ( 0 11 O(oO cobDba ?A ip nO ON 46-4 N W O N O(O P zo W W W O 4000 W cfl cD N
<br />N 00 W N Orn OHO WCn rn_ 0000 00 CD 01 (11O0,Cn01�� Oa W _pl
<br />�I
<br />New Gutter FL (Rt) BENCH MARK
<br />Install''° ORANGE STREET
<br />Fire Hydrant Finish Grade CL New Gutter FL (Lt)18+06.5 (29' Lt)
<br />Assembl (Rt) Existing Ground CL tit Elev 43.71
<br />+52 29' Rt Install Fire
<br />Hydrant
<br />Install SDI Type 1
<br />Install 28± LF
<br />Remark
<br />Install.
<br />( y
<br />Install 82± LF
<br />»
<br />Assembly and 8 Gate
<br />SJCo Std W-2 and
<br />Valve
<br />W-3
<br />of
<br />„
<br />12 � PVC Pipe SDR 35
<br />+73 29'
<br />Assemblyand
<br />Rt Instat
<br />Water o
<br />111 Existing
<br />,.
<br />(Lt)
<br />per
<br />(Break -off check valve
<br />in Sta 12+36 16' Rt---
<br />Slurry
<br />Y
<br />Std W-2
<br />fi
<br />and W-3 (Bre
<br />6" ul 1i
<br />Ass Existing
<br />the Hydrant Assembly)
<br />Construct one 28' wide
<br />Cement. See SJCo Std D -13A
<br />and Sheet 9 for details.
<br />valve in
<br />=z.:,
<br />the Hydrant Assem
<br />I Safety 11 II
<br />S ng safety
<br />Existing Storm Drain Inlet
<br />40.38
<br />Commercial Driveway
<br />a
<br />New 1 " Dia water service per SJCo Std W-1
<br />0.3 5,
<br />-Edge
<br />::._ _
<br />-.-
<br />See SJCo Std R-14.
<br />See Sheet 11 for all locations.
<br />O
<br />Place Monument Frame and Cover
<br />e 4 Intervals
<br />Revised per Addendum
<br />-0.25 I�-.._...-...��
<br />_
<br />-..._..._..._...-...-..�... _.. _.
<br />_
<br />- - 0_40 V ,.
<br />Sanitary Sewer Maintenance Hole.
<br />Inv Elev Inv Elev
<br />Exk+tlnq Sldwalk
<br />------------------
<br />Existing Bridge Deck
<br />LL ng
<br />A
<br />Dated: December 3 2015��
<br />Existing Sign to be removed or relocated.
<br />O
<br />ADA ramps to be installed.
<br />0.25 ._._•
<br />See Sheet 8 for ramp schedule and details.
<br />Install 4"x4" Concrete Safety Edge
<br />(See Revised Sheet 31
<br />XExisting
<br />Trees to be removed.
<br />II I II
<br />39.65
<br />39.75
<br />along the open -sided walking surface
<br />of existing sidewalk.
<br />SECTION E -E
<br />!6i
<br />43
<br />41
<br />39
<br />37
<br />35
<br />+
<br />4
<br />O
<br />+ + + + + + + + + + + + + + + + + + ++ + + + + + + + + + ++ + +
<br />O N 0 J O N N v O Na 0 -.I O N Cn -I O O _P, V __4 O N Cn v O N Cn J 0000 N
<br />O Ln O CA O Ln O 0 O U O Cn O (n O CA 0 to (n O r_n O Ln O -i O Cn O CA rn 00 W O
<br />Z Z Z Z Z Z Z Z Z zZ Z Z Z Z
<br />ARI r� -n ITI-n M _n M -n m -*1 M -n r rr1 TI r rrl I m TI m ITI TI I T I *t -n A r TI 'n TI -q M TI m ITI TI r- m TI r' 1 TI r* I T7 ITl TI fTl TI r '� ITI TI
<br />nI �I , TI r fi fTI�I �1 fi ITI + .r + �1 + rr .► + .f
<br />0 0 .iG)G7 O0 00 00 00 00 0G') 00 6)0 00 00 0O 0 0 00 .�OG7 � G) ... 0 0 0O 00 .�G)o 00 00 00 00 OGS v
<br />II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II � II p II II 11 II II II II II II II II II II II II II II II II II
<br />(n (A
<br />WWW W �WNNN N mN NN -� to NO (No�?A 4 4? �P
<br />.01 .411 P. V� ( 0 11 O(oO cobDba ?A ip nO ON 46-4 N W O N O(O P zo W W W O 4000 W cfl cD N
<br />N 00 W N Orn OHO WCn rn_ 0000 00 CD 01 (11O0,Cn01�� Oa W _pl
<br />�I
<br />New Gutter FL (Rt) BENCH MARK
<br />Install''° ORANGE STREET
<br />Fire Hydrant Finish Grade CL New Gutter FL (Lt)18+06.5 (29' Lt)
<br />Assembl (Rt) Existing Ground CL tit Elev 43.71
<br />__ _......., ._..-_.. . _ 030 Existing FL ( Rt)
<br />II
<br />Inv Elev ---- ��� II
<br />7 ---
<br />hs / -------- -- --- IIII # Existing FL (Lt)
<br />41.26 u� toy --=- lug --------
<br />-----------------
<br />SDI #13
<br />---- --- j -- --- L--------- �1 13
<br />- -- --- ---- ---
<br />Existin SDI #16 Inv Elev Inv Elev
<br />�------9 6" ------------------- -SDMH#14
<br />----
<br />H d - -pe --- ------ ---------------------. 38.64 38.64 -
<br />�i Install 172± LF 8"� PVC pipe (AWWA C 900
<br />- ASC _ --------------- - ----
<br />(AWWA C�g00�
<br />s Aip Min 1.0 u - ----- ----
<br />------
<br />---------------- ---
<br />Min
<br />w Min 108
<br />.0' - -- „ VC P p- --------------
<br />90,
<br />- ---- ----- ---� 1.0' Inv Elev-
<br />611" P 1 e -- --- -- ---
<br />e
<br />------------------------------------39.
<br />8 � _1 � --- Existin
<br />----1^ I
<br />------------ -- _X'S 9 6"OSewer Pipe
<br />900II 1501 LF a------------
<br />110
<br />____
<br />110± LF Install 150± LF 80 PVC pipe Inst° ------ ---�1
<br />PROFILE LEGEND INV 8" Install Inv Elev
<br />45
<br />43
<br />LEGEND
<br />Existing Right of Way.
<br />- - - - - - - Construction Center Line.
<br />Existing Curb Gutter and Sidewalk.
<br />-� - -� - Existing Wire Fence to be remove
<br />New Curb Gutter and Sidewali
<br />Existing Edge of PavemR
<br />New AC Dike (Type
<br />Approximate Lexisting Sewer Pipe.
<br />Y
<br />Approximr'r , $ of New Storm Drainage Pipe.
<br />Remark
<br />Install.
<br />-----
<br />Install 82± LF
<br />. ,,'.iate Location of New Water Service.
<br />:v
<br />cucure Excavation and Backfill (Slurry Cement)
<br />10 LF of concrete encasement of Water Main (Per SJco SP W-10)
<br />44.34
<br />40.77
<br />Fire H ExistingFL
<br />(Lt)
<br />8"0 Concrete „
<br />ARV
<br />Direction of Flow SD.
<br />+0+
<br />New fire hydrant assembly.
<br />Mailbox to be relocated.
<br />Ass Existing
<br />FL (Rt)
<br />Install 2
<br />Encased DIP before 45' bend.
<br />New Gate valve.
<br />Sta 14+15 0' offset
<br />Direction of Flow.
<br />43.90
<br />Existing Storm Drain Inlet
<br />40.38
<br />New Storm Drain Inlet
<br />a
<br />New 1 " Dia water service per SJCo Std W-1
<br />0.3 5,
<br />-..
<br />::._ _
<br />-.-
<br />----
<br />See Sheet 11 for all locations.
<br />O
<br />Place Monument Frame and Cover
<br />Sta 10+19.5 25' Lt
<br />See Sheet 11 for locations.
<br />-0.25 I�-.._...-...��
<br />_
<br />-..._..._..._...-...-..�... _.. _.
<br />_
<br />- - 0_40 V ,.
<br />Sanitary Sewer Maintenance Hole.
<br />Inv Elev Inv Elev
<br />Existing poles to remain in place (unless noted in plans)
<br />II
<br />Existing Sign to be removed or relocated.
<br />O
<br />ADA ramps to be installed.
<br />0.25 ._._•
<br />See Sheet 8 for ramp schedule and details.
<br />42.44 42.44
<br />Install 8"
<br />XExisting
<br />Trees to be removed.
<br />II I II
<br />39.65
<br />39.75
<br />_
<br />- ate.
<br />----
<br />Gate Valve
<br />Gate
<br />SSMH to remain in place
<br />elevation
<br />i
<br />v
<br />s" S (IN)
<br />77;7-- -
<br />0 37� -..._. = =
<br />"`
<br />--------- -.-0.25 .
<br />_ %
<br />a-
<br />Existing
<br />Sta 12+00 45' Rt
<br />Maintain existing rim
<br />III
<br />(Install 30± LF _
<br />39.50
<br />39.50
<br />BRIDGE _..._. - -'-J,
<br />SSMH to remain in place
<br />elevation
<br />j
<br />j12"0 PVC Pipe -\
<br />s" E (IN)
<br />6" SW (IN)
<br />(29C-200) 3%Inst.-,
<br />Existing
<br />Sta 16+04 9.5 Rt
<br />Maintain existing rim
<br />g
<br />42.44
<br />37.84
<br />LF
<br />SSMH to remain in place
<br />elevation
<br />I III
<br />1 R
<br />tie (SDR 35 )
<br />_ .
<br />IIS
<br />Gate V
<br />__ _......., ._..-_.. . _ 030 Existing FL ( Rt)
<br />II
<br />Inv Elev ---- ��� II
<br />7 ---
<br />hs / -------- -- --- IIII # Existing FL (Lt)
<br />41.26 u� toy --=- lug --------
<br />-----------------
<br />SDI #13
<br />---- --- j -- --- L--------- �1 13
<br />- -- --- ---- ---
<br />Existin SDI #16 Inv Elev Inv Elev
<br />�------9 6" ------------------- -SDMH#14
<br />----
<br />H d - -pe --- ------ ---------------------. 38.64 38.64 -
<br />�i Install 172± LF 8"� PVC pipe (AWWA C 900
<br />- ASC _ --------------- - ----
<br />(AWWA C�g00�
<br />s Aip Min 1.0 u - ----- ----
<br />------
<br />---------------- ---
<br />Min
<br />w Min 108
<br />.0' - -- „ VC P p- --------------
<br />90,
<br />- ---- ----- ---� 1.0' Inv Elev-
<br />611" P 1 e -- --- -- ---
<br />e
<br />------------------------------------39.
<br />8 � _1 � --- Existin
<br />----1^ I
<br />------------ -- _X'S 9 6"OSewer Pipe
<br />900II 1501 LF a------------
<br />110
<br />____
<br />110± LF Install 150± LF 80 PVC pipe Inst° ------ ---�1
<br />PROFILE LEGEND INV 8" Install Inv Elev
<br />45
<br />43
<br />LEGEND
<br />Existing Right of Way.
<br />- - - - - - - Construction Center Line.
<br />Existing Curb Gutter and Sidewalk.
<br />-� - -� - Existing Wire Fence to be remove
<br />New Curb Gutter and Sidewali
<br />Existing Edge of PavemR
<br />New AC Dike (Type
<br />STORM DRAIN MAINTENANCE HOLES
<br />Approximate Lexisting Sewer Pipe.
<br />-••-••-••-
<br />Approximr'r , $ of New Storm Drainage Pipe.
<br />Remark
<br />Apprc+�``.,tion of Existing Water Line.
<br />-----
<br />R ;"°Location of New Water Line.
<br />. ,,'.iate Location of New Water Service.
<br />:v
<br />cucure Excavation and Backfill (Slurry Cement)
<br />10 LF of concrete encasement of Water Main (Per SJco SP W-10)
<br />44.34
<br />40.77
<br />40.77
<br />T pical Thrust Blocks Locations
<br />5�>
<br />Direction of Flow SD.
<br />+0+
<br />New fire hydrant assembly.
<br />Mailbox to be relocated.
<br />12" SE (IN)
<br />Existing water valve.
<br />W
<br />I.xJ
<br />New Gate valve.
<br />Sta 14+15 0' offset
<br />Direction of Flow.
<br />43.90
<br />Existing Storm Drain Inlet
<br />40.38
<br />New Storm Drain Inlet
<br />a
<br />New 1 " Dia water service per SJCo Std W-1
<br />See Sheet 11 for all locations.
<br />N
<br />New 2" Dia water service per SJCo Std W-1
<br />18" E (OUT)
<br />See Sheet 11 for all locations.
<br />O
<br />Place Monument Frame and Cover
<br />Sta 10+19.5 25' Lt
<br />See Sheet 11 for locations.
<br />SD
<br />Storm Drain Maintenance Hole.
<br />SS
<br />Sanitary Sewer Maintenance Hole.
<br />Existing poles to remain in place (unless noted in plans)
<br />SSMH to remain in place
<br />Existing Sign to be removed or relocated.
<br />O
<br />ADA ramps to be installed.
<br />s" w (IN)
<br />See Sheet 8 for ramp schedule and details.
<br />SSMH (2)
<br />Existing Trees to remain in place.
<br />XExisting
<br />Trees to be removed.
<br />STORM DRAIN MAINTENANCE HOLES
<br />AND STORM DRAIN INLETS SCHEDULE
<br />Item
<br />Location
<br />Remark
<br />Rim
<br />Elev
<br />Inverts
<br />SDMH (13)
<br />New
<br />Sta 12+85 0' offset
<br />Install new Storm Drain
<br />44.34
<br />40.77
<br />40.77
<br />Maintenance Hole Type 1
<br />18" N (OUT)
<br />12" SE (IN)
<br />SDMH (14)
<br />New
<br />Sta 14+15 0' offset
<br />Install new Storm Drain
<br />43.90
<br />40.38
<br />40.38
<br />40.38
<br />Maintenance Hole Type 1
<br />18" N (IN)
<br />18" E (OUT)
<br />18" S (IN)
<br />SSMH (1)
<br />Existing
<br />Sta 10+19.5 25' Lt
<br />Maintain existing rim
<br />44.89
<br />40.28
<br />40.22
<br />SSMH to remain in place
<br />elevation
<br />s" N (OUT)
<br />s" w (IN)
<br />SSMH (2)
<br />Existing
<br />Sta 11 +67 25' Lt
<br />Maintain existing rim
<br />44.45
<br />39.65
<br />39.75
<br />40.05
<br />SSMH to remain in place
<br />elevation
<br />s" NE (OUT)
<br />s" S (IN)
<br />6" NW (IN)
<br />SSMH (3)
<br />Existing
<br />Sta 12+00 45' Rt
<br />Maintain existing rim
<br />44.50
<br />39.50
<br />39.50
<br />39.50
<br />SSMH to remain in place
<br />elevation
<br />s" NW (OUT)
<br />s" E (IN)
<br />6" SW (IN)
<br />SSMH (4)
<br />Existing
<br />Sta 16+04 9.5 Rt
<br />Maintain existing rim
<br />g
<br />42.44
<br />37.84
<br />37.84
<br />SSMH to remain in place
<br />elevation
<br />s" N (OUT)
<br />s" SE (IN)
<br />SSMH (5)
<br />Existing
<br />Sta 16+74 9.5' Rt
<br />Maintain existingrim
<br />42.59
<br />37.70
<br />37.70
<br />SSMH to remain in lace
<br />P
<br />elevation
<br />s" N (OUT)
<br />s" s (IN)
<br />SDI (1)
<br />Existing
<br />Sta 11 +90 21.5' Lt
<br />Maintain existing rim
<br />43. 84
<br />39.01
<br />39.05
<br />SDI to remain in place
<br />elevation
<br />18" w (OUT)
<br />18" NW (OUT)
<br />SDI 13
<br />( )
<br />New
<br />Sta 12+59 21 .5' Rt
<br />Install new Storm Drain Inlet
<br />43.73
<br />40.88
<br />12" NW (IN)
<br />(Type 1) SJCo Std D -13A
<br />New
<br />Sto 14+18 21.5' Lt
<br />Install new Storm Drain Inlet
<br />(Type 1) SJCo Std D -13A
<br />43.30
<br />40.48
<br />12" E (OUT)
<br />L
<br />37
<br />INV 8 W pipe 8" Gate 36.97
<br />- - --- Existing Ground Elev _ _..............___-__. 1 _ _- 8"� PVC pipe (C-900) Elev 36.97 (out) Valve
<br />Finish Grade �!� with 12"0 Steel -U
<br />Existing Flow Line (Lt)I �1 Casing PROFILE SCALE
<br />Existing Flow Line (Rt)--_�_-- ------___ 0 20 40 100 Horiz
<br />35
<br />0 2 5 Vert
<br />- - - New Gutter Flow Line (Lt)
<br />- New Gutter Flow Line (Rt)
<br />10
<br />12 13 14 15 16 17 18
<br />DATE CHECKED BY
<br />DATE
<br />lr COUNTY OF SAN JOAQUIN
<br />0 40 100
<br />11
<br />SCALE IN FEET
<br />PLAN AND PROFILE
<br />• 0
<br />-y -g
<br />_ W v'1 WNG
<br />No. 42581
<br />s9 CI VIL
<br />\F
<br />nThe g huld cow �! Wih OF CPQ
<br />w1t
<br />tiv c- i
<br />45kr�: 1�+tl4��
<br />h,. David Mendoza
<br />RCE 42581
<br />SHEET TOTAL
<br />WOODBRIDGE STREETS IMPROVEMENTS (PHt-,,', NO. SHEETS
<br />(Orange Street, Carolina Street and Academy Street) 11
<br />
|