|
Czist na crosswalk
<br />'c net Paver,
<br />-.. r nrin,rr P' w„Ierr,
<br />Car
<br />(Ty
<br />Waterloo Road
<br />12" r r rued Mo kru „pe (NIC'
<br />i
<br />\(��O
<br />C)
<br />DETAIL
<br />NO SCALE
<br />COLORED, STAMPED, ASPHALT CONCRETE
<br />NOT TO SCALE
<br />Non -Project Street -
<br />Non -Project Street
<br />TYPICAL INTERSECTION
<br />Legend:
<br />Slurry Seal
<br />/ 7 Slurry Seal on Non -Project Streets where
<br />istorm drain inlets are to be installed
<br />(end slurry seal at the returns)
<br />De t -n_
<br />e t ut' r sec
<br />sl ,ere e
<br />17 f rn ed
<br />MTkI g Tape fNC)
<br />`3 O
<br />m n,
<br />0—O
<br />C 0 Us
<br />UU
<br />— a
<br />Lz o >
<br />40
<br />As
<br />T C
<br />0 As a
<br />UI
<br />- c
<br />1i O o�
<br />O.D./2
<br />10" Min.
<br />0.30' Asphalt Concrete (Type B)
<br />6" Min.
<br />7 F (TYPO- Existing Pavement
<br />halt Concrete Base
<br />Asphalt Concrete (Type B)
<br />�
<br />Select Material
<br />compact in 12" Max.
<br />%
<br />Layers To Relative Minimum
<br />Compaction Of 85%
<br />+ 20" Min.
<br />Structure Backfill Material
<br />Compact in 6" Max. Layers To Relative
<br />Relative Minimum Compaction Of 95%
<br />*--0.30' Sand Bedding
<br />10" Min.
<br />WATERLOO ROAD XINGS
<br />(Auto Avenue and Rhode Island Avenue)
<br />Trench
<br />Surfacing: Pavement
<br />Areas
<br />= 0.50,
<br />Asphalt
<br />Concrete (Type B).
<br />Outside
<br />of pavement areas
<br />- 6"
<br />native soil
<br />Backfill
<br />compacted to 85%
<br />relative compaction
<br />and surfaced
<br />with sod or topsoil
<br />as required
<br />to match
<br />site conditions.
<br />6" Min.
<br />(TYP.)
<br />3'-0"
<br />Variable Var;\ O
<br />O.D./2
<br />10" Min. O.D.�
<br />O.D.
<br />+ 20" Min.
<br />Existing Pavement
<br />Minimum Relative Compaction
<br />- of 95% under pavement and
<br />90% outside of pavement areas.
<br />Compact In 12 max.
<br />layers to a minimum
<br />relative compaction of 90%.
<br />Compact in 12" max.
<br />layers to a minimum
<br />- relative compaction
<br />of 85%
<br />Structure Backfill:
<br />Compact 1n 6' layers to q
<br />minimum relative compaction
<br />of 95%.
<br />0.30' Sand Bedding
<br />10" Min
<br />ALL LOCATIONS OTHER THAN WATERLOO ROAD
<br />TRENCH BACKRLL ALTERNATIVE FOR CONTROLLED DENSITY FILL
<br />Limits of Clearing and Grubbing
<br />SHOULDER DETAIL SHOULDER DETAIL
<br />with Curb & Gutter 1 Width - Refer to Table ~ 1 without Curb & Gutter
<br />Latex Modified Slurry Seal
<br />L--
<br />Existing Roadway TYPICAL SECTION
<br />SLURRY SEAL RELATED NOTES
<br />1. One week prior to the start of slurry seal work, the contractor shall furnish to the engineer a schedule showing
<br />proposed street closures an each half -day basis. No work shall commence until this schedule is
<br />approved by the engineer.
<br />2. All intersection radii within project limits shall be slurry seal coated to lip of existing curb and gutter
<br />or edge of pavement.
<br />3. The Aggregate for Slurry Seal shall be Type II
<br />4. All existing Blue Raised Pavement Markers are to remain in place.
<br />ER END OF RETURN GARDEN ACRES TYPE II SLURRY SEAL (LATEX MODIFIED) DETAIL
<br />NDConform to Existing Radii NOT TO SCALE
<br />q
<br />Const.
<br />I
<br />Limits of Clearing and Grubbing
<br />_0-2..._
<br />9 12'_
<br />I 9-12'
<br />0 2_
<br />f rm
<br />, Of -ii 11 far.
<br />Var.
<br />Var.,
<br />nay
<br />r ,eTuirtI
<br />Existing Roadway
<br />-
<br />- able frn `hordor
<br />'
<br />C t- wn d
<br />0.21' Asphalt Concrste Overla y
<br />,aI,e,l B,I-w
<br />,e.I
<br />iY Y•rvre
<br />Bc kry
<br />t Mere No1e:1
<br />�hed1<
<br />Br w
<br />GENERAL NOTES
<br />TYPICAL SECTION
<br />Gianone Park Streets
<br />e a Is, It h,1 .. 1
<br />r opt , Y II c n 1 h, I, s c
<br />._
<br />C. �m•dWw t, r e,.x l•y says
<br />n r " _ . ,ar cn e Icdi r �1I oe
<br />,I t. p•or t piocnu from it, r p ,u e, ete
<br />_ 1 I ,,,� d F-wer t ✓ sst o- pIs
<br />In tu,hall D,
<br />,
<br />r1 1 r,1
<br />s.
<br />rt repan nos been n
<br />t
<br />suph I ..... . . 1, 1 1, l -,1,, J In Int,It u
<br />r -,o , b p C,, e 1 I 1 ,In ,,rose
<br />*e�
<br />,, osa t +sp, 1 r
<br />r 1 I ,I, r n31'aered n_
<br />.
<br />SHOULDER
<br />SCHEDULE -IMPORTED BORROW
<br />Street Name
<br />Location
<br />+ Width
<br />Florida Avenue
<br />Sla.
<br />4+34 to Ste
<br />12+55
<br />2'
<br />Sunset Avenue
<br />Sta.
<br />1+20 to Ste
<br />3+30
<br />2'
<br />Totten Avenue
<br />Sta.
<br />1+40 to Ste
<br />6+40
<br />2'
<br />Auto Avenue
<br />Sta.
<br />1+50 to St.
<br />6+30
<br />2'
<br />Rhode Island Avenue
<br />Ste.
<br />2+20 to Ste
<br />5+35
<br />2'
<br />Gaehret Avenue
<br />St.,
<br />1+20 to Sta
<br />5+00
<br />2'
<br />e,
<br />,e h ,rod t , t ,e r„ " ,.t aho I .. Sulr ,-ne
<br />GIANONE PARK AC OVERLAY — TYPICAL SEC11ON
<br />NOT TO SCALE
<br />DATE I SUBM
<br />DATE
<br />Existing Surface See Note Below
<br />0. 50' Asphalt Concrete (Type B)
<br />Note: Pev ent Repro r iy be olt ed it I It-1e
<br />f ft. n o slop c h ocatwnc, are Ulr to
<br />charq, at -nqu eer i7crei Din
<br />PAVEMENT REPAIR DETAIL
<br />NOT TO SCALE
<br />NOT TO SCALE
<br />TYP
<br />aa °u c�
<br />SAN JOAQUIN COUNTY
<br />FRAME & GRATE CW-M7.
<br />GROUT
<br />CONCRETE LINING PER PLANS.
<br />12 "PVC
<br />CLASS 200
<br />GROUT TO DRAIN.
<br />CONCRETE BASE SAME AS
<br />SAN JOAQUIN COUNTY CW-D14
<br />MODIFIED 18" STORM DRAIN INLET
<br />NOT TO SCALE
<br />Y_ Const.
<br />Var. 6'
<br />0.10,
<br />Overlay A.C. Surface Conform
<br />---
<br />/I
<br />- — --
<br />--1Exist. C&G
<br />Grading Plane
<br />LONGITUDINAL PLANING DETAIL
<br />RHODE ISLAND AVE.: Ste. 1+30 to Ste. 2+22 Lt.
<br />RHODE ISLAND AVE.: Sta. 4+45 to Ste. 5+40 Rt.
<br />RHODE ISLAND AVE.: Ste. 1+40 to Ste. 1+50 Rt.
<br />AUTO AVE.: Ste. 1+40 to Ste. 2+70 (Lt.)
<br />NOT TO SCALE
<br />EXIST
<br />GROU
<br />A
<br />4 --. ----
<br />SLOPE TO _ SLOPE
<br />Di RAINIX DRAII
<br />�i
<br />ALL STORM DRAIN INLET
<br />GRATES ARE TO BE SET 0.10'
<br />ABOVE FLOWLINE IN DITCHES
<br />AND AT GRADE IN IMPROVED
<br />FRONTAGE AREAS.
<br />THICK
<br />ONCRETE DITCH LINING
<br />EXISTING
<br />GROUND
<br />(n
<br />}}w
<br />is
<br />>
<br />.. oA.x1O GA. 4"x4"
<br />WELDED WIRE FABRIC
<br />DROP INLET LINING DETAIL
<br />NOT TO SCALE
<br />n,N t,. nmri,®ery
<br />ev
<br />�c WO'M I 1 r �i„ 1.
<br />unv wain I
<br />1r
<br />t II
<br />r. „c . I,d mine e .rnr rn t ., ,oea
<br />TYPE D TYPE E
<br />TYPICAL DRIVEWAYS
<br />(Gianone Park Area)
<br />DRIVEWAY DETAIL
<br />SCALE
<br />NOT TO
<br />EAST STOCKTON
<br />Call STORM DRAINAGE IMPROVEMENTS
<br />before you REV DATE DESCRIPTION DATE ADEN. DATE GCW
<br />Dig• __ -
<br />taooars�u I __ t
<br />G.C. WALLACE OF CALIFORNIA, INC.
<br />EcoMMENDED DATE' s° ' vto Engineers/Planners/Surveyors
<br />2150 RIVER PLAZA DR., SUITE 100, SACRAMENTO, CA 95833
<br />AW TELEPHONE: (916) 286-7600 • FAx: (916) 286-7601
<br />AS NOTED SHEET NO 26
<br />9M/SH C26
<br />SH/oA - OF 30 SHEETS
<br />RDM 277001 r
<br />DAM, II 2n oa PROJECT NO.
<br />NOT TO SCALE
<br />DATE I SUBM
<br />DATE
<br />Existing Surface See Note Below
<br />0. 50' Asphalt Concrete (Type B)
<br />Note: Pev ent Repro r iy be olt ed it I It-1e
<br />f ft. n o slop c h ocatwnc, are Ulr to
<br />charq, at -nqu eer i7crei Din
<br />PAVEMENT REPAIR DETAIL
<br />NOT TO SCALE
<br />NOT TO SCALE
<br />TYP
<br />aa °u c�
<br />SAN JOAQUIN COUNTY
<br />FRAME & GRATE CW-M7.
<br />GROUT
<br />CONCRETE LINING PER PLANS.
<br />12 "PVC
<br />CLASS 200
<br />GROUT TO DRAIN.
<br />CONCRETE BASE SAME AS
<br />SAN JOAQUIN COUNTY CW-D14
<br />MODIFIED 18" STORM DRAIN INLET
<br />NOT TO SCALE
<br />Y_ Const.
<br />Var. 6'
<br />0.10,
<br />Overlay A.C. Surface Conform
<br />---
<br />/I
<br />- — --
<br />--1Exist. C&G
<br />Grading Plane
<br />LONGITUDINAL PLANING DETAIL
<br />RHODE ISLAND AVE.: Ste. 1+30 to Ste. 2+22 Lt.
<br />RHODE ISLAND AVE.: Sta. 4+45 to Ste. 5+40 Rt.
<br />RHODE ISLAND AVE.: Ste. 1+40 to Ste. 1+50 Rt.
<br />AUTO AVE.: Ste. 1+40 to Ste. 2+70 (Lt.)
<br />NOT TO SCALE
<br />EXIST
<br />GROU
<br />A
<br />4 --. ----
<br />SLOPE TO _ SLOPE
<br />Di RAINIX DRAII
<br />�i
<br />ALL STORM DRAIN INLET
<br />GRATES ARE TO BE SET 0.10'
<br />ABOVE FLOWLINE IN DITCHES
<br />AND AT GRADE IN IMPROVED
<br />FRONTAGE AREAS.
<br />THICK
<br />ONCRETE DITCH LINING
<br />EXISTING
<br />GROUND
<br />(n
<br />}}w
<br />is
<br />>
<br />.. oA.x1O GA. 4"x4"
<br />WELDED WIRE FABRIC
<br />DROP INLET LINING DETAIL
<br />NOT TO SCALE
<br />n,N t,. nmri,®ery
<br />ev
<br />�c WO'M I 1 r �i„ 1.
<br />unv wain I
<br />1r
<br />t II
<br />r. „c . I,d mine e .rnr rn t ., ,oea
<br />TYPE D TYPE E
<br />TYPICAL DRIVEWAYS
<br />(Gianone Park Area)
<br />DRIVEWAY DETAIL
<br />SCALE
<br />NOT TO
<br />EAST STOCKTON
<br />Call STORM DRAINAGE IMPROVEMENTS
<br />before you REV DATE DESCRIPTION DATE ADEN. DATE GCW
<br />Dig• __ -
<br />taooars�u I __ t
<br />G.C. WALLACE OF CALIFORNIA, INC.
<br />EcoMMENDED DATE' s° ' vto Engineers/Planners/Surveyors
<br />2150 RIVER PLAZA DR., SUITE 100, SACRAMENTO, CA 95833
<br />AW TELEPHONE: (916) 286-7600 • FAx: (916) 286-7601
<br />AS NOTED SHEET NO 26
<br />9M/SH C26
<br />SH/oA - OF 30 SHEETS
<br />RDM 277001 r
<br />DAM, II 2n oa PROJECT NO.
<br />
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