|
Const
<br />'IIE ST
<br />-----------------------------------
<br />16
<br />Dc4j Dc's
<br />0,
<br />Li x
<br />New 20' wide %
<br />Commercial Driveway
<br />I' �D
<br />F�
<br />1!P
<br />�o
<br />00
<br />X
<br />----------------------
<br />Existing Concrete Sidewalk
<br />to remain in place
<br />-----��---- -------
<br />4") Aggregate Min A re ate Subbase I
<br />(
<br />Class 4 compact to a minimum
<br />relative compaction of 90% (Typ)
<br />PROFILE VIEW
<br />SIDEWALK TRANSITION
<br />DETAIL 1
<br />Orange Street: Sta 15+95 (Rt)
<br />to
<br />Revised per Addendum
<br />Dated: December 3, 2015
<br />(See Revised Sheet 9)
<br />o a,
<br />�. rn
<br /><0 o � to
<br />`° <' a- a
<br />o0
<br />O C4
<br />1<C-) W
<br />± `< a +
<br />W
<br />New Concrete Cn
<br />Driveway CD
<br />PROFILE VIEW 4" (Min) Aggregate Subbase,
<br />Class 4 compact to a minimum
<br />- relative compaction of 90% (Typ)
<br />14'
<br />�D U- l
<br />Minor Concrete
<br />Driveway �
<br />R/W
<br />Driveway
<br />Top of Curb Extension
<br />Flow line Back of Walk
<br />New Concrete
<br />Driveway
<br />Lip
<br />D�
<br />PLAN VIEW
<br />DRIVEWAY EXTENSION
<br />DETAIL 3
<br />Academy Street: Sta 13+24 (Lt)
<br />Const
<br />ORANGE ST
<br />----------------—-—-— — - — - ------------L--------------------------
<br />0 CD
<br />o „�1 ,y`L rL1 ti� �O �`L' �0,�'S7R*
<br />o' ��,� �rL
<br />��. o`L' �`1' e�`L' o, �`L
<br />a cn � Const
<br />a crno ;Y .bio �Ay ��� �,F'� 4goo a I°�,� OQ�
<br />�a
<br />1 x� /X bb x� x� xti a \tK
<br />r'' New HMA HMA Dw
<br />- - CD � —
<br />Existing Concrete Sidewalk 4.5% I < Surface Extension Conform
<br />New Concrete A A
<br />to remain in place - N N ^'o No NW �'
<br />Driveway 0� Oi* °,2 N 2% 5.8�
<br />-- - - -- -N -
<br />---
<br />Existing Concrete Sidewalk ; aM,0 o HMA °® HMA
<br />J
<br />to be removed ® MiI .� ExistingAC Surfaces
<br />CD sc Areas oQ, Misc Areas 4 (Min) Aggregate Subbase,
<br />En O:E D CP 42.10 FL 42.26 FL /42.29 FL 42.35 FL Class 4 compact to a minimum
<br />i
<br />----------- _ -— relative compaction of 90% (Typ)
<br />Existing Decorative Tree
<br />anel NII
<br />MBGR to remain in place A
<br />N
<br />IIII CA
<br />N-4 wA Ov0
<br />pAo
<br />llll
<br />SECTION A—A
<br />LAS 0
<br />PLAN VIEW Existing Conc Strip
<br />to remain in place.
<br />n
<br />o m
<br />CO a
<br />CD a-
<br />QN
<br />a cn o
<br />cn a -a
<br />cn CD (D
<br />a�°rn �a M E
<br />Existing Bridge Railing m + ° n ° a
<br />o a
<br />to remain in place SLa (o 'c A �• a
<br />- a+o+
<br />° 0 o Varies
<br />to 15
<br />rr----rr---- � 4.5% m
<br />-_I�-=� _ --Existing CG&S
<br />--------------- New
<br />4") Aggregate Subbase Min A re Concrete Driveway 7
<br />(
<br />-------------
<br />Class 4 compact to a minimum
<br />relative compaction of 90% (Typ) New HMA Frontage I
<br />PROFILE VIEW Place AC Misc Area
<br />AC RAMP (MISC AREA
<br />SIDEWALK TRANSIT, Orange Street: Sta 14+60 20' Lt
<br />D ETAI L Orange Street: Sta 17+85 20' Lt
<br />DRAWN BY
<br />Enrique Sifva
<br />DRAWER
<br />\4
<br />DATE ENGINEER DATE CHECKED BY
<br />9115�—.ejf
<br />SHF
<br />eta?
<br />DATE
<br />r%tllr
<br />COUNTY OF SAN JOAQUIN
<br />Conc Driveway
<br />Extension
<br />Concrete'
<br />Joint
<br />0.60' HMA
<br />�O BOG
<br />�e °ctK.'� b. (� Const
<br />tK
<br />,5p• h0 O°O� ��.
<br />M
<br />5' Steel Pipe
<br />PVC Pipe
<br />45' Welding Elbow
<br />and Thrust Block
<br />'ON 133HS 213M`d JG
<br />Install ARV before
<br />45' bend
<br />1
<br />4.0' 2.0' 2.0' 4.0'
<br />IIIII IIIII
<br />ILII ILII
<br />IIIII IIIII
<br />IIII IIII
<br />,yA------!� 1--- --- — _
<br />IIII I t ..
<br />L I 5' Steel Pipe
<br />H �r%
<br />Existingu�
<br />ba i PVC Pipe
<br />/ o
<br />' Steel Post (Typ)
<br />y- —------------- ---- --- --- -
<br />8"0 DIP Mortar
<br />JJ Coated (Typ) 45' Welding Elbow
<br />and Thrust Block
<br />R/W �"�' ���0 O° NOTES:
<br />,pro >� 1. Coating must h^ with 14 gauge wire mesh or 14 gauge wire spirally
<br />4' I New HMA �w wound in cente, per latest revision of AWWA Standard C205.
<br />Surface _ 2. Welding be ASTM A234 grade B.
<br />Slurry cement ,
<br />concrete '
<br />18" & 12"
<br />Storm Drai
<br />I � �
<br />Varies
<br />1.5'f -3.5'f
<br />I
<br />.. 8" "Certainteed" PVC
<br />• I
<br />Closure Coupling (2)
<br />I
<br />Temporary Cap
<br />and blowoff (Typ)
<br />�I New PVC Main excavate
<br />" N to ex ose 2' Min
<br />Street:
<br />—10
<br />0
<br />P
<br />I
<br />I
<br />SL,
<br />M
<br />TRENCH BACKFILL
<br />n
<br />o m
<br />FOR 18'
<br />DIA
<br />D
<br />CL
<br />N
<br />O
<br />: W
<br />0°
<br />Carolina
<br />Street:
<br />Sto
<br />TIE—IN DETAIL
<br />N
<br />OCO
<br />1-0
<br />O
<br />7�0
<br />Orange
<br />Street: Sta 15+98f (13' Lt)
<br />Oran e St
<br />18"
<br />4 -Orange
<br />(5'
<br />Street: Sta 16+82f (13' Lt)
<br />co3Ln
<br />#8
<br />0
<br />N cn
<br />Sta
<br />Existir+
<br />(5'
<br />oo
<br />o
<br />o om
<br />em-ai
<br />0 d
<br />=Q
<br />_nL
<br />-
<br />a
<br />_ -_=
<br />ZP ----!----
<br />For Commercial Driveway
<br />5%
<br />%„ —rl-----IZ
<br />---- Tr---
<br />Detail, see SJco Std R-14
<br />-
<br />4") Aggregate Min A re ate Subbase I
<br />(
<br />Class 4 compact to a minimum
<br />relative compaction of 90% (Typ)
<br />PROFILE VIEW
<br />SIDEWALK TRANSITION
<br />DETAIL 1
<br />Orange Street: Sta 15+95 (Rt)
<br />to
<br />Revised per Addendum
<br />Dated: December 3, 2015
<br />(See Revised Sheet 9)
<br />o a,
<br />�. rn
<br /><0 o � to
<br />`° <' a- a
<br />o0
<br />O C4
<br />1<C-) W
<br />± `< a +
<br />W
<br />New Concrete Cn
<br />Driveway CD
<br />PROFILE VIEW 4" (Min) Aggregate Subbase,
<br />Class 4 compact to a minimum
<br />- relative compaction of 90% (Typ)
<br />14'
<br />�D U- l
<br />Minor Concrete
<br />Driveway �
<br />R/W
<br />Driveway
<br />Top of Curb Extension
<br />Flow line Back of Walk
<br />New Concrete
<br />Driveway
<br />Lip
<br />D�
<br />PLAN VIEW
<br />DRIVEWAY EXTENSION
<br />DETAIL 3
<br />Academy Street: Sta 13+24 (Lt)
<br />Const
<br />ORANGE ST
<br />----------------—-—-— — - — - ------------L--------------------------
<br />0 CD
<br />o „�1 ,y`L rL1 ti� �O �`L' �0,�'S7R*
<br />o' ��,� �rL
<br />��. o`L' �`1' e�`L' o, �`L
<br />a cn � Const
<br />a crno ;Y .bio �Ay ��� �,F'� 4goo a I°�,� OQ�
<br />�a
<br />1 x� /X bb x� x� xti a \tK
<br />r'' New HMA HMA Dw
<br />- - CD � —
<br />Existing Concrete Sidewalk 4.5% I < Surface Extension Conform
<br />New Concrete A A
<br />to remain in place - N N ^'o No NW �'
<br />Driveway 0� Oi* °,2 N 2% 5.8�
<br />-- - - -- -N -
<br />---
<br />Existing Concrete Sidewalk ; aM,0 o HMA °® HMA
<br />J
<br />to be removed ® MiI .� ExistingAC Surfaces
<br />CD sc Areas oQ, Misc Areas 4 (Min) Aggregate Subbase,
<br />En O:E D CP 42.10 FL 42.26 FL /42.29 FL 42.35 FL Class 4 compact to a minimum
<br />i
<br />----------- _ -— relative compaction of 90% (Typ)
<br />Existing Decorative Tree
<br />anel NII
<br />MBGR to remain in place A
<br />N
<br />IIII CA
<br />N-4 wA Ov0
<br />pAo
<br />llll
<br />SECTION A—A
<br />LAS 0
<br />PLAN VIEW Existing Conc Strip
<br />to remain in place.
<br />n
<br />o m
<br />CO a
<br />CD a-
<br />QN
<br />a cn o
<br />cn a -a
<br />cn CD (D
<br />a�°rn �a M E
<br />Existing Bridge Railing m + ° n ° a
<br />o a
<br />to remain in place SLa (o 'c A �• a
<br />- a+o+
<br />° 0 o Varies
<br />to 15
<br />rr----rr---- � 4.5% m
<br />-_I�-=� _ --Existing CG&S
<br />--------------- New
<br />4") Aggregate Subbase Min A re Concrete Driveway 7
<br />(
<br />-------------
<br />Class 4 compact to a minimum
<br />relative compaction of 90% (Typ) New HMA Frontage I
<br />PROFILE VIEW Place AC Misc Area
<br />AC RAMP (MISC AREA
<br />SIDEWALK TRANSIT, Orange Street: Sta 14+60 20' Lt
<br />D ETAI L Orange Street: Sta 17+85 20' Lt
<br />DRAWN BY
<br />Enrique Sifva
<br />DRAWER
<br />\4
<br />DATE ENGINEER DATE CHECKED BY
<br />9115�—.ejf
<br />SHF
<br />eta?
<br />DATE
<br />r%tllr
<br />COUNTY OF SAN JOAQUIN
<br />Conc Driveway
<br />Extension
<br />Concrete'
<br />Joint
<br />0.60' HMA
<br />�O BOG
<br />�e °ctK.'� b. (� Const
<br />tK
<br />,5p• h0 O°O� ��.
<br />M
<br />5' Steel Pipe
<br />PVC Pipe
<br />45' Welding Elbow
<br />and Thrust Block
<br />'ON 133HS 213M`d JG
<br />Install ARV before
<br />45' bend
<br />1
<br />4.0' 2.0' 2.0' 4.0'
<br />IIIII IIIII
<br />ILII ILII
<br />IIIII IIIII
<br />IIII IIII
<br />,yA------!� 1--- --- — _
<br />IIII I t ..
<br />L I 5' Steel Pipe
<br />H �r%
<br />Existingu�
<br />ba i PVC Pipe
<br />/ o
<br />' Steel Post (Typ)
<br />y- —------------- ---- --- --- -
<br />8"0 DIP Mortar
<br />JJ Coated (Typ) 45' Welding Elbow
<br />and Thrust Block
<br />R/W �"�' ���0 O° NOTES:
<br />,pro >� 1. Coating must h^ with 14 gauge wire mesh or 14 gauge wire spirally
<br />4' I New HMA �w wound in cente, per latest revision of AWWA Standard C205.
<br />Surface _ 2. Welding be ASTM A234 grade B.
<br />Slurry cement ,
<br />concrete '
<br />18" & 12"
<br />Storm Drai
<br />I � �
<br />Varies
<br />1.5'f -3.5'f
<br />I
<br />.. 8" "Certainteed" PVC
<br />• I
<br />Closure Coupling (2)
<br />I
<br />Temporary Cap
<br />and blowoff (Typ)
<br />�I New PVC Main excavate
<br />" N to ex ose 2' Min
<br />9 o Sta 15+35
<br />Orange St 12" Sta 1 12+84 (Rt)
<br />Orange St 12" Sta 15+3'i 1.50 (Rt & Lt)
<br />Carolina St 18" Sta 10+02 to St.
<br />Carolina St 12" Sta 10+45 to Sto 1U, Lt)
<br />2'-0,.
<br />5"11
<br />E
<br />—3"
<br />M7in4
<br />I
<br />- 48"-60"� 3.,
<br />SECTION E—E
<br />STORM DRAIN MANHOLE TYPE 1
<br />CONCENTRIC SHORT CONE
<br />Orange
<br />Street:
<br />—10
<br />I
<br />I
<br />P
<br />I
<br />I
<br />SL,
<br />GEMENT
<br />TRENCH BACKFILL
<br />Orange
<br />Street:
<br />FOR 18'
<br />DIA
<br />STORM DRAIN PIPES
<br />Dia
<br />SDMH #14
<br />Carolina
<br />Street:
<br />Sto
<br />TIE—IN DETAIL
<br />Location
<br />Pipe Size
<br />Station
<br />Orange
<br />Street: Sta 15+98f (13' Lt)
<br />Oran e St
<br />18"
<br />4 -Orange
<br />(5'
<br />Street: Sta 16+82f (13' Lt)
<br />9 o Sta 15+35
<br />Orange St 12" Sta 1 12+84 (Rt)
<br />Orange St 12" Sta 15+3'i 1.50 (Rt & Lt)
<br />Carolina St 18" Sta 10+02 to St.
<br />Carolina St 12" Sta 10+45 to Sto 1U, Lt)
<br />2'-0,.
<br />5"11
<br />E
<br />—3"
<br />M7in4
<br />I
<br />- 48"-60"� 3.,
<br />SECTION E—E
<br />STORM DRAIN MANHOLE TYPE 1
<br />CONCENTRIC SHORT CONE
<br />Orange
<br />Street:
<br />Sta
<br />12+85
<br />48"
<br />Dia
<br />SDMH #13
<br />11
<br />Orange
<br />Street:
<br />Sta
<br />14+15
<br />48"
<br />Dia
<br />SDMH #14
<br />Carolina
<br />Street:
<br />Sto
<br />10+60
<br />(5'
<br />Rt)
<br />60" Dia SDMH
<br />#12
<br />Carolina
<br />Street:
<br />Sta
<br />12+71
<br />(5'
<br />Rt)
<br />48" Dia SDMH
<br />#8
<br />Carolina
<br />Street:
<br />Sta
<br />13+96
<br />(5'
<br />Rt)
<br />48" Dia SDMH
<br />#7
<br />8" DIP Mortar
<br />Coated
<br />Pipe
<br />Support
<br />55" Laying Length (Typ)
<br />(both sides)
<br />2" combination air release and
<br />vacuum relief valve w/threaded
<br />inlet, Apco No. 145c or equal
<br />Brass Ball Valve
<br />Brass Pipe or Gate Valve
<br />3/4" corporation stop
<br />mueller 300 series 1'x3/4" PVC
<br />DIPS
<br />dielectric bushing
<br />AIR RELEASE VALVE ON BRIDGE
<br />CONNECTION
<br />Orange Street: Stu 16+70f (Lt)
<br />45' Welding
<br />Elbow
<br />8 DIP Mortar CoateT—ti-
<br />8" --
<br />Flanged Force Balanced Flexible
<br />Expansion Joint (both sides)
<br />PcCORD
<br />e
<br />BALANCED FLEXIBLE r,
<br />EXPANSION JOINT
<br />Orange Street: Sta 16+08f (17' Lt) ger Using This Drawing Should v •,,tv
<br />rc�nA�lpnti
<br />Orange Street: Sta 16+72f (17' Lt) DY InsPIN" the 8n
<br />PE CONNECTION DETAILS
<br />aQ'
<br />oc No. 42581
<br />CONSTRUCTION DETAILS WOODBRIDGE STREETS IMPROVEMENTS (Pr
<br />NO SCALE (Orange Street, Carolina Street and Academy Stre
<br />David Mendoza
<br />RCE 42581
<br />SHEET TOTAL
<br />NO. SHEETS
<br />IIII,
<br />9
<br />11
<br />
|