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STREET SECTION CHART
<br />SHEET
<br />STREET NAME
<br />STATION
<br />FROM TO
<br />R/W
<br />CUIjp
<br />WALK
<br />PAVEMENT
<br />TI.
<br />R.V.
<br />ALT ii
<br />A.C.
<br />I A.B.
<br />9
<br />DUNCAN ROAD
<br />10+00.00
<br />20+45.89
<br />50'-55
<br />VERTICAL
<br />5.0'
<br />VARIES
<br />ZO
<br />5
<br />.25'
<br />1.0'
<br />10
<br />MONTE VISTA DRIVE
<br />10+00.00
<br />21+00.00
<br />50'
<br />ROLL-OVER
<br />4.5'
<br />32'
<br />6.0
<br />5
<br />.21'
<br />.83'
<br />11
<br />MONTE VISTA DRIVE
<br />21+00.00
<br />23+31.95
<br />50'
<br />ROLL-OVER
<br />4.5'
<br />31'
<br />6.0
<br />5
<br />.21'
<br />.83'
<br />11
<br />GIOVANNI COURT
<br />10+00.00
<br />13+53.26
<br />50'
<br />ROLL-OVER
<br />4.5'
<br />32'
<br />4.0
<br />5
<br />.17'
<br />.71'
<br />12
<br />BROVELLI LANE
<br />10+00.00
<br />16+92.01
<br />50'
<br />ROLL-OVER
<br />4.5'
<br />32'
<br />4.0
<br />5
<br />.17'
<br />.71'
<br />12
<br />POGGIO LANE
<br />10+00.00
<br />13+86.47
<br />50'
<br />ROLL-OVER
<br />4.5'
<br />32'
<br />4.0
<br />1 5
<br />,17'
<br />.71'
<br />13
<br />I BELLA LANE
<br />10+00.00
<br />13+96.20
<br />1 50'
<br />1 ROLL-OVER
<br />4.5'
<br />32'
<br />4.0
<br />1 5
<br />.17'
<br />.71'
<br />I[A
<br />A
<br />.•o nF n
<br />25' 25'
<br />1.5'
<br />5.5
<br />2'L
<br />16'
<br />16'
<br />L 2'1,5.5'
<br />MECHJIICAL JOINT
<br />1.5'
<br />RIRS BLOCK �
<br />CONCRECE BLOCK HOC
<br />IS Z CT111 I'DN GATE VALVE BLOCK
<br />I
<br />ZX
<br />ZX
<br />2 SEE S-ANDARDS OR LOCATION 0. HYDRANT.
<br />3 DRANTS SHA- BE CLEAN ANC .REE OF CONCREic
<br />a YORANS- SHA:.L BE PNM1$D Y. L OW, IN ACCORDANCE WT- AGENC' STANDARDS.
<br />6 CA. PVC PIPE (AWWA -90C WFH CP EOJI CC)
<br />'.. L6 PRE HYDRAN- .A 'RAGS GREATER THAN ICC LF. SHALL 4AVE A WE 'VALVE :NSI L_ED
<br />NEAR 4C PRE HYDRANT AS AP RCVEO 3Y THE AGENCY.
<br />❑ BREAK AWAY SPOOL WITH HOLLOW BREAK -OFF BOLT$ WITH 11' ON 3CIIJM A'
<br />RW
<br />4.5' ROLL CURB, GUTTER & SIDEWALK APPLY PR/ME COAT
<br />SEE DETAIL THIS SHEET UNLESS OTHERWISE 7NOTED.
<br />TYPICAL
<br />50' R/W STREET SECTION
<br />(SAN JOAQUIN COUNTY STANDARD DWG. NO. R-1)
<br />SCALE i' = 60'
<br />50' R/W
<br />W 25 Z5 W
<br />5' -VARIES /9' MAX - 12.27' M/N. 20' MAX. - 12.63' M/N.
<br />2' W 10'3 13'3
<br />2'
<br />A.B. 11.5' -VARIES W 6.5VAR/ES A.B.
<br />3 3 W
<br />?X Dg 2R
<br />GRADE AND COMPACT NATIVE GROUND APPLY PR/ME COAT/
<br />AT EDGE OF PAVEMENT (TIP)
<br />TYPICAL STREET SECTION
<br />DUNCAN ROAD - A
<br />SCALE 1' = 60'
<br />(STA. 20+45.89 TO STA 24+89.89 & STA. 30+76.73 TO 42+0579)
<br />RW
<br />.25' A.C. OVER 1.0' A.B. TYPICAL
<br />UNLESS OTHERWISE NOTED.
<br />RW RW(E) RW
<br />55' R/W
<br />25' 30.0'
<br />6' 19' 20' 2' 5.5' 7.5'
<br />2• W 103 123 W
<br />I A.B. 9' -VARIES P: I b b
<br />BUILD/NG Si
<br />FRONT LOT L
<br />N1 JR0.N'
<br />PUMPER C.-_- FADING STREET
<br />Tow Z• MIN
<br />16
<br />2C" HAY. STANDARD
<br />a: 'VALVE BOX
<br />4'CUEARANCE
<br />'- HYDRAN-
<br />MECHJIICAL JOINT
<br />• -. !..
<br />RIRS BLOCK �
<br />CONCRECE BLOCK HOC
<br />IS Z CT111 I'DN GATE VALVE BLOCK
<br />I
<br />HYDRANT MODE TO BE APPR IED B" AGENC.
<br />2 SEE S-ANDARDS OR LOCATION 0. HYDRANT.
<br />3 DRANTS SHA- BE CLEAN ANC .REE OF CONCREic
<br />a YORANS- SHA:.L BE PNM1$D Y. L OW, IN ACCORDANCE WT- AGENC' STANDARDS.
<br />6 CA. PVC PIPE (AWWA -90C WFH CP EOJI CC)
<br />'.. L6 PRE HYDRAN- .A 'RAGS GREATER THAN ICC LF. SHALL 4AVE A WE 'VALVE :NSI L_ED
<br />NEAR 4C PRE HYDRANT AS AP RCVEO 3Y THE AGENCY.
<br />❑ BREAK AWAY SPOOL WITH HOLLOW BREAK -OFF BOLT$ WITH 11' ON 3CIIJM A'
<br />CONNE :ON TO `Y RANT.
<br />e ..%ANSON .DINT MATERIAL WHERE HYDRANT IS PKEC m CONCRE'E.
<br />A=asci �amCOUNTYWIDE IMPROVEMENT STANDARDS I" APWO II-
<br />T„GRE MAR. -7 MONGLTTIC -D" - -
<br />COUNTY OF SAN JOAOU N
<br />V3"
<br />FIRE HYDRANT
<br />IWaI .1 CRe.n ""
<br />1 '
<br />IMPROVEMENT
<br />ASSEMBLY
<br />STANDARD NO. cw-W a
<br />BUILD/NG Si
<br />FRONT LOT L
<br />i-- REAR LOT LINE
<br />FRONT LOT UNE
<br />CURB, GUTTER & SIDEWALK
<br />FIN/SH LOT GRAD/NG TO BE DONE BY
<br />HOUSE BUILDER, W/M HOME CONSTRUCTION
<br />LOT GRADING DETAIL
<br />N.T.S.
<br />Jwlfi0 -n 1 I / I \ VERTICAL CURB, GUTTER & SIDEWALK
<br />\\ SEE DETAIL CW -C7 THIS SHEET
<br />GRADE AND COMPACT NATIVE GROUND APPLY PR/ME C04T .25' A.C. OVER 1.0' A.B. TYPICAL
<br />AT EDGE OF PAVEMENT (THP.) UNLESS 07HERWYSE N07ED.
<br />TYPICAL STREET SECTION
<br />DUNCAN ROAD - B
<br />/CT
<br />LIE,/c.L D�PG�oS
<br />GfNER L MANAGER DATE:
<br />LINDEN COUNTY WATER DISTRICT
<br />SCALE' 1" = 60'
<br />(STA 13+90.14 1 TO STA. 20+45.89)
<br />DETAILS
<br />F
<br />(SEE SHEET 14 FOR CROSS SECTIONS)
<br />BACK LOT GRADING
<br />RW
<br />25'
<br />12'3
<br />EXISTING TREES
<br />TO REMAIN
<br />LOM:E: Erlsf/N4 779065ES S11,111 8E 7R/M,VfO
<br />50' R/�, in Tn PROYIOf ArDe R/IN fR4FF16 elfAXAk,'
<br />A5 NEEDED
<br />E
<br />75' W
<br />16' 5' PATH
<br />12.3 4
<br />IM TYPE A
<br />RW
<br />1YPlC4L
<br />UNLESS OTHERWISE NOTED.
<br />STREET SECTION
<br />DUNCAN ROAD WITH WALKWAY
<br />(STA. 11+22.36 TO STA 13+90.74)
<br />FLOR RANCH
<br />UNIT N0.3
<br />LINDEN, CALIFORNIA
<br />18'3
<br />/ GRATING
<br />0.25' A.C. OVER 0.50' GROUNDDETO ®MATCH EXISTING
<br />MAX
<br />APPLY PR/ME COAT COMPACTED NATIVE MATERIAL
<br />0.25' A.C. OVER 1.0' A.B.
<br />--T
<br />1
<br />I4Aq\AP\u3-W.m4.W.9
<br />I
<br />'VERTICAL
<br />C 2E k CI;TTEB
<br />"-6" MIN. CR AS SHOWN ON T -NS
<br />_ " MIN. CR Ac SFCwN ON °LM$ -
<br />r
<br />_J
<br />T„GRE MAR. -7 MONGLTTIC -D" - -
<br />V3"
<br />' �
<br />I
<br />�
<br />c b
<br />r r
<br />1C PER FOOT -25
<br />ROLL TYPE I
<br />urvL�__ ""HE: .,m3. T -;C
<br />CURB @GUTTER
<br />G_`. 2c SI E ; f
<br />518 x 24 NC S.= 3 w nVp G ANT, WPP -EG
<br />ONE5 ROC ^ C KS N AN U 011-5.
<br />LM°R V M v ST>� PPJS
<br />"LNTY SAV JG L.,
<br />--
<br />om by
<br />� n )77
<br />_R'ICAL CURB, o P
<br />GL -TER & SIE EWA LK
<br />a -E 1•_p-
<br />i-- REAR LOT LINE
<br />FRONT LOT UNE
<br />CURB, GUTTER & SIDEWALK
<br />FIN/SH LOT GRAD/NG TO BE DONE BY
<br />HOUSE BUILDER, W/M HOME CONSTRUCTION
<br />LOT GRADING DETAIL
<br />N.T.S.
<br />Jwlfi0 -n 1 I / I \ VERTICAL CURB, GUTTER & SIDEWALK
<br />\\ SEE DETAIL CW -C7 THIS SHEET
<br />GRADE AND COMPACT NATIVE GROUND APPLY PR/ME C04T .25' A.C. OVER 1.0' A.B. TYPICAL
<br />AT EDGE OF PAVEMENT (THP.) UNLESS 07HERWYSE N07ED.
<br />TYPICAL STREET SECTION
<br />DUNCAN ROAD - B
<br />/CT
<br />LIE,/c.L D�PG�oS
<br />GfNER L MANAGER DATE:
<br />LINDEN COUNTY WATER DISTRICT
<br />SCALE' 1" = 60'
<br />(STA 13+90.14 1 TO STA. 20+45.89)
<br />DETAILS
<br />F
<br />(SEE SHEET 14 FOR CROSS SECTIONS)
<br />BACK LOT GRADING
<br />RW
<br />25'
<br />12'3
<br />EXISTING TREES
<br />TO REMAIN
<br />LOM:E: Erlsf/N4 779065ES S11,111 8E 7R/M,VfO
<br />50' R/�, in Tn PROYIOf ArDe R/IN fR4FF16 elfAXAk,'
<br />A5 NEEDED
<br />E
<br />75' W
<br />16' 5' PATH
<br />12.3 4
<br />IM TYPE A
<br />RW
<br />1YPlC4L
<br />UNLESS OTHERWISE NOTED.
<br />STREET SECTION
<br />DUNCAN ROAD WITH WALKWAY
<br />(STA. 11+22.36 TO STA 13+90.74)
<br />FLOR RANCH
<br />UNIT N0.3
<br />LINDEN, CALIFORNIA
<br />18'3
<br />/ GRATING
<br />0.25' A.C. OVER 0.50' GROUNDDETO ®MATCH EXISTING
<br />MAX
<br />APPLY PR/ME COAT COMPACTED NATIVE MATERIAL
<br />0.25' A.C. OVER 1.0' A.B.
<br />1
<br />to
<br />or
<br />H.
<br />Ga e
<br />84CKFlLL WITH AIATER/ALS EQUAL TO OR
<br />BETTER THAN THE EXISTING PAVEMENT
<br />AND 845E IN QUALITY. NEW PAVEMENT
<br />SHALL BE 1' THICKER THAN EX/S7/NG
<br />PAVEMENT, MINIMUM OF 0.25 FEE(. NEW
<br />BASE SHALL BE i" THICKER THAN EXISTING
<br />BASE, MINIMUM OF 0.5 FEEL
<br />EXISTING PAVEMENT 6/"ryMplN I I 6' MIN.
<br />�
<br />I4Aq\AP\u3-W.m4.W.9
<br />r
<br />yr
<br />�
<br />c b
<br />r r
<br />1C PER FOOT -25
<br />ROLL TYPE I
<br />CURB @GUTTER
<br />a -E 1•_p-
<br />y_p-
<br />6 5
<br />1 1 173-
<br />SCO If MONOLITHIC PCI
<br />UNLESS
<br />POURED MONOLITHICoc
<br />ROLL TYPE CURB,
<br />GUTTER k SIDEWALK
<br />❑1
<br />5/8' r 24- LONG STEEL DOWELS, GREASED AND WRAPPED
<br />ONE $IDE THROUGH ALL E%PNISION AND COLO JOINTS.
<br />EWEMARK
<br />ALNSIRN
<br />are
<br />COUNTY WIDE IMPROVEMENT STANDARDS
<br />COUNTY OF SAN JDApUIN
<br />x
<br />ROLL CURB,
<br />GUTTER & SIDEWALK
<br />=
<br />siRAJRaoA�ROE o. `"-C6
<br />1
<br />to
<br />or
<br />H.
<br />Ga e
<br />84CKFlLL WITH AIATER/ALS EQUAL TO OR
<br />BETTER THAN THE EXISTING PAVEMENT
<br />AND 845E IN QUALITY. NEW PAVEMENT
<br />SHALL BE 1' THICKER THAN EX/S7/NG
<br />PAVEMENT, MINIMUM OF 0.25 FEE(. NEW
<br />BASE SHALL BE i" THICKER THAN EXISTING
<br />BASE, MINIMUM OF 0.5 FEEL
<br />EXISTING PAVEMENT 6/"ryMplN I I 6' MIN.
<br />�
<br />I4Aq\AP\u3-W.m4.W.9
<br />�
<br />r r
<br />1C PER FOOT -25
<br />6 5
<br />1 1 173-
<br />w ] 172- NET,
<br />UNLESS
<br />POURED MONOLITHICoc
<br />ROLL TYPE CURB,
<br />GUTTER k SIDEWALK
<br />❑1
<br />5/8' r 24- LONG STEEL DOWELS, GREASED AND WRAPPED
<br />ONE $IDE THROUGH ALL E%PNISION AND COLO JOINTS.
<br />ALNSIRN
<br />are
<br />COUNTY WIDE IMPROVEMENT STANDARDS
<br />COUNTY OF SAN JDApUIN
<br />x
<br />ROLL CURB,
<br />GUTTER & SIDEWALK
<br />=
<br />siRAJRaoA�ROE o. `"-C6
<br />r
<br />COMPACT /N 12" MIN. LAYERS TO
<br />A MINIMUM RELATIVE COMPACBON
<br />OF 95X UNDER PAVEMENT AND
<br />90R OUTSIDE
<br />OF PAVEMENT
<br />COMPACT IN 24" MAX.
<br />LAYERS
<br />TO A MIN. RELAI/VE
<br />COMPACTION OF 85X
<br />COMPACT /N 6' LAYERS TO
<br />A MIN. RELATIVE
<br />COMPACTION
<br />OF 90X
<br />h
<br />LU
<br />+ 20' MIN.
<br />N
<br />0
<br />O
<br />1. RELATIVE COMPACTION OF MATERLALS SHALL BE TESTED IN
<br />ACCORDANCE WRH THE STATE OF CALIFORNIA, DEPT: OF
<br />TRANSPORTATION TESNNG MANUALS, TEST METHOD NUMBER
<br />CALIFORNIA 216 AND 231.
<br />2. ALL EXISTING PAVEMENT SHALL BE NEAIlY CUT TO UNE PR/OR
<br />TO TRENCH EXCAVATION.
<br />3 JETTING OR PONDING WILL BE PERM/TIED W/7TllN THE STREET
<br />RIGHT OF WAY WITH A 3-YE4R BOND OR AS DIRECTED BY THE ENGINEER.
<br />4. WHEN SHOWN BY SOIL COMPOS/TION AND COMPACTABILITY, 90%
<br />COMPACTION MAY BE USED, WHEN APPROVED BY THE DIRECTOR
<br />OF PUBLIC WORKS.
<br />5. SPECIAL BEDDING REQUIREMENTS MAY BE SHOWN ON THE PANS
<br />OR SPECIFIED /N SPECIAL PROMS/ONS.
<br />6. SHOULDERS SHALL BE AS SHOWN ON THE PIANS OR SPECIFlED /N THE
<br />SPEC1
<br />4L PROVISIONS BUT /N NO CASE SHALL THE SHOULDER BE LESS
<br />TIi4N THREE FEE( WIDE AS MEASURED FROM THE EDGE OF PAVEMENT.
<br />TYPICAL TRENCH BACKFILL
<br />PER SJCO. STANDARD DWG. R29
<br />1
<br />To aro T = W
<br />nEao i
<br />___L
<br />li'b' �9a1. se.
<br />OLgN
<br />uol � I
<br />12
<br />R� -_
<br />:1cs-se
<br />4 -_ 12f 0 F.c
<br />I
<br />SECTION �
<br />N Ec.
<br />I NI J II Pt N r I 'a.N CF EF.aMc I
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<br />i a alae as a I bH
<br />R 1.
<br />14ps°2 oM re ocr„etl R•,e°V:ae.
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<br />' RIM Ea
<br />/LANMINB • E
<br />3t! ltat Ria
<br />IlWah(
<br />INEERINB•SURVEYING
<br />• Yrba CdIanN 86SX7
<br />FAX IXBW 2*8139
<br />.ION N0. 05-034
<br />DATE 03/1672005 ,.:u
<br />SCALE AS SHOWN
<br />oR BY SLS
<br />CIL w JOE
<br />RLE
<br />&\2GGB\�
<br />_ASIN I ',
<br />,CAE.I, - i --
<br />'1 631
<br />1/4 aen2
<br />I
<br />'°I n" a4a nsf i
<br />Csly� \
<br />•atm _ _ ei.av I � - uw,.ru.xa eP..l ilnt
<br />AST. 9
<br />Ian AL__
<br />i
<br />l.c r phae is IC' o
<br />g•ccler . brie -<r
<br />AL_ A GtnvFCT.04
<br />SEWER SERA^.LE _ATERAL
<br />7B I
<br />SAN
<br />_uBCu1N �S v* I931
<br />RECORD DRAWING
<br />-n, s�'tr n 15in4 TI 1: dwlEy SPIOUICI Ve•�fv
<br />IIs IniD°^TchflO� Q T I..;�yin YHr.
<br />COPYRN:HTO 2005 NCR ENGINEERING
<br />APPROVED BY:
<br />LINDEN COUNTY WATER D677
<br />No.
<br />I4Aq\AP\u3-W.m4.W.9
<br />C640•R
<br />DIA. 12a1 -0s
<br />SH[Er
<br />NUYBER
<br />3
<br />X17
<br />
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