|
-800-227-2600-, -2600
<br />"SND SERN�""
<br />X48 HOURS PR/OR TO WORK OPERA
<br />BENCHMARK,
<br />CITY OF STOCKTON BENCHMARK NO. 175
<br />BRASS DISK MARKING COS MONUMENT STAMPED '5S-12' IN MONUMENT BOX IN TRAFFIC CONTROL
<br />ISLAND AT THE SOUTH SIDE OF CHARTER WAY AT MARIPOSA ROAD,
<br />22.50 NGVD 1929 (1996 ADJUSTMENT)
<br />MARCH 2000 REVISION
<br />TEMPORARY BENCHMARK, T.B.M.
<br />SHIP SPIKE TAGGED COUNTY BENCHMARK IN STREETLIGHT. ELEVATION 21.39
<br />NOTE,
<br />TOP OF CURB GRADES ARE BASED ON ROLL CURB WHICH IS 0.38' ABOVE
<br />RNs GUTTER FLOW LINE. AT ROUND CORNERS AND CATCH BASINS ADD 0.12' TO
<br />TOP OF CURB GRADES TO OBTAIN 0.50' ABOVE GUTTER FLOW LINE.
<br />SWALE EXIST.
<br />GROUND TO DRAIN LINE CUT & REMOVE
<br />TO TEMP. 18 SDCB THIRTEENTH STREET EXIST. PAVING PP
<br />CONST. BARRICADE (TYP. A) RIM = 17.39 REMOVE
<br />STD, DRAWING R-24 (TYP,)
<br />TREE I- -
<br />17.86FL -� 17,64FL 17.64FL
<br />18.11EP 11 17.89EP 10 18,25FL 18 86FL w -
<br />17,89EP 18.50EP 1911EP ? 04RtND EXIST.
<br />° I - ° 9 - 8 �, 6 r�riaa- g. oYeRt.f��E cu
<br />11+49"2518'*02
<br />14 10+3766 I ER2/4 7 p 4/ 18.46 18.59 LINE CUT °
<br />�` C REMOVE STA 9+3366 SD1 025/ 5+18.945
<br />TREE 18.02TC 0.64 f '- .> .._. .. ., 1 .21 TC CD
<br />...... ..
<br />A� o 18,11 18 35ppi
<br />ni18.71 19.05 19.39 19.61 1948 914 1906 1917 1930
<br />��ON + _° o c I o ^ 19 3 19.6 19,619.9Y 19,9 20.2 20,2 20.5 m "z20.5 20.4- - - - 19.4
<br />a m w v + ❑ 20,4 19,9 19.9 19,4
<br />19,2 u� .o a-� STA 6+12.94 I
<br />Li
<br />z
<br />w
<br />w a w
<br />> o O 01 2' X 12' PRESSURE TREATED
<br />WOOD RETAINER.
<br />1' X 12' REDWOOD KICKER BOARD
<br />1
<br />O 03 SHORT 4' X 4' POST FOR 2' X 12'
<br />RETAINER AT 8' O.C,
<br />SECTI❑N A -A
<br />NOT TO SCALE
<br />8' O.C.
<br />I' X 1' X 5' REDWOOD \-2 X 4 D,F. ON EDGE
<br />FENCE BOARDS 1' X 1' X 5' REDWOOD
<br />4' X 4' POST REDWOOD
<br />2' X 4' D.F. ON EDGE
<br />1' X 12' KICKER REDWOOD FINISHED LOT GRADE
<br />} 2' X 12' RETAINER PRES, TREATED WOOD LOW SIDE AVERAGE GROUND
<br />I a
<br />r -
<br />r a
<br />I' TYP. TYPE 'A' FENCE
<br />NOT TO SCALE
<br />UNAUTHORIZED CHANGES AND USES,
<br />THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR
<br />LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS, ALL
<br />CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY
<br />THE PREPARER OF THESE PLANS.
<br />1' TYP.
<br />❑ w w
<br />CL U
<br />w ❑ Z
<br />iy w
<br />CL w
<br />w.
<br />�In
<br />¢o
<br />io
<br />SECTI❑N B -B
<br />NOT TO SCALE
<br />8' D.C.
<br />19.9 19.4 19.14
<br />CONST, 107' TYPE 'A'
<br />FENCE
<br />01 1' X 12' REDWOOD KICKER BOARD
<br />2 X 4 D.F. ON EDGE
<br />�2' X 4' D,F. ON EDGE
<br />1' X 12' KICKER REDWOOD
<br />TYPE 'B' FENCE
<br />NOT TO SCALE
<br />4' X 4' POST REDWOOD
<br />PAVEMENT TO BE REMOVED
<br />FINISHED LOT GRADE
<br />LOW SIDE AVERAGE GROUND
<br />e•
<br />6-11-03
<br />0+00'
<br />W
<br />CONCRETE RETAINING WALL
<br />1 1/2' GAL V. PIPE, 8' LONG
<br />@ 8' C.C. W/ CAP
<br />5' ABOVE TOP OF WALL
<br />BOLTED METAL
<br />RAIL BRACKET
<br />2 READ, EA. PIPE
<br />44
<br />Sc
<br />0
<br />1"
<br />'40,
<br />60' RIGHT-OF-WAY
<br />RESIDENTIAL STREET
<br />60'
<br />2.5' 5.5' 2' 20' 20' 2' 5.5' 2.5'
<br />30' _ 30'
<br />ROLL CURB, GUTTER `PRIME COAT
<br />& SIDEWALK
<br />STD, CW -C6
<br />BIEGHLE STREET
<br />2'AC, OVER 6'A.B. OVER 7'
<br />AGGREGATE SUBBASE.
<br />T.I.=5.0 R=5.0
<br />SCARIFY AND COMPACT 6'
<br />NATIVE TO 95% MINIMUM
<br />RELATIVE COMPACTION,
<br />60' RIGHT-OF-WAY COLLECTOR RESIDENTIAL STREET
<br />30'
<br />2, 12' 20' 2' 5.5' 2.5'
<br />3:1 MAX 1,
<br />SLOPE 1.5%
<br />1.5%
<br />ROLL CURB, GUTTER
<br />MATCH & SIDEWALK
<br />EXIST, PRIME COAT L,5'AC,
<br />STD. CW -C6
<br />FL DITCH OVER 6'A,B, OVER 7'
<br />AGGREGATE SUBBASE.
<br />T.I,=5.0 R=5.0
<br />THIRTEENTH STREET SCARIFY AND COMPACT 6'
<br />NATIVE TO 95% MINIMUM
<br />RELATIVE COMPACTION.
<br />1. RETAINING WALL SHALL BE CONSTRUCTED
<br />ON FIRM, UNDISTURBED SOIL, COMPACTED
<br />TO 90% RELATIVE COMPACTION.
<br />2. WEAKENED PLANE JOINTS SHALL BE
<br />CONSTRUCTED 60' C.C.
<br />3. ALL ROCK POCKETS SHALL BE FILLED
<br />AND FINS REMOVED ON EXPOSED WALL, TOP
<br />OF WALL SHALL BE MOUNDED AND TROWELED
<br />SMOOTH.
<br />4. WALL SHALL NOT BE BACKFILLED FOR
<br />THREE DAYS AFTER POUR.
<br />1'x 1' x 6' CEDAR BOARDS
<br />2 x 4 OF
<br />FENCE RAILS
<br />FINISH BACK OF LOT
<br />VARIABLE
<br />4-#4 CONT. 71
<br />� � w
<br />8' o
<br />#4 REBAR @ m a
<br />24'C,C, >
<br />a 24'
<br />LOW SIDE AVERAGE
<br />GROUND I a
<br />�I �
<br />w a I. w
<br />a a d I,
<br />REVISIONS W❑NG ENGINEERS, INC,
<br />NO. DESCRIPTION DATE BY I ' g PLANNING ENGINEERING SURVEYING
<br />jIJ{ 4578 FEATHER RIVER DRIVE, SUITE A
<br />STOCKTON, CALIFORNIA
<br />(209)476-0011 ,
<br />CLASS 'B' CONIC,
<br />TYPE 'C' FENCE
<br />NOT TO SCALE
<br />JOB NO,I 3338 TRACT NO, 3172
<br />DATE1 JULY 2002 MICHAEL ESTATES
<br />SCALE, 1'=40'
<br />DRAWN, WMK/SE
<br />DATE 8-7-2002 DESIGN, WE
<br />R.C.E. 14269 CHECKED, CCW
<br />BUILDING
<br />PAD
<br />1% MIN.
<br />SWALE
<br />LOT LINE
<br />LOT LINE
<br />STREET CL
<br />TYPICAL LOT GRADING DETAIL
<br />NOT TO SCALE
<br />Qcif ESS/ON
<br />'; C CHANCE WpM1,C IFS
<br />Z
<br />W N0. 14,269 m
<br />,EXPIRES 3-31-2005
<br />4l CIV
<br />11
<br />J'\e
<br />F OF Co
<br />GRADING PLAN
<br />SAN JOAQUIN COUNTY
<br />CALIFORNIA
<br />N
<br />a
<br />NI
<br />Li
<br />B
<br />+F
<br />o
<br />r
<br />19.3 19.6
<br />F --
<br />a
<br />1-0-
<br />a
<br />m
<br />c,:) A
<br />¢
<br />A
<br />Fw
<br />OVERLAND FLOW FOR FENCE
<br />I0
<br />U
<br />Nr00
<br />Z Z
<br />M
<br />ow
<br />19.2
<br />U
<br />CONST. BARRICADE (TYP. A)
<br />N
<br />I¢ r
<br />SHEET
<br />�
<br />4
<br />19,3
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<br />r
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<br />19.6
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<br />rn
<br />Li
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<br />> o O 01 2' X 12' PRESSURE TREATED
<br />WOOD RETAINER.
<br />1' X 12' REDWOOD KICKER BOARD
<br />1
<br />O 03 SHORT 4' X 4' POST FOR 2' X 12'
<br />RETAINER AT 8' O.C,
<br />SECTI❑N A -A
<br />NOT TO SCALE
<br />8' O.C.
<br />I' X 1' X 5' REDWOOD \-2 X 4 D,F. ON EDGE
<br />FENCE BOARDS 1' X 1' X 5' REDWOOD
<br />4' X 4' POST REDWOOD
<br />2' X 4' D.F. ON EDGE
<br />1' X 12' KICKER REDWOOD FINISHED LOT GRADE
<br />} 2' X 12' RETAINER PRES, TREATED WOOD LOW SIDE AVERAGE GROUND
<br />I a
<br />r -
<br />r a
<br />I' TYP. TYPE 'A' FENCE
<br />NOT TO SCALE
<br />UNAUTHORIZED CHANGES AND USES,
<br />THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR
<br />LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS, ALL
<br />CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY
<br />THE PREPARER OF THESE PLANS.
<br />1' TYP.
<br />❑ w w
<br />CL U
<br />w ❑ Z
<br />iy w
<br />CL w
<br />w.
<br />�In
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<br />SECTI❑N B -B
<br />NOT TO SCALE
<br />8' D.C.
<br />19.9 19.4 19.14
<br />CONST, 107' TYPE 'A'
<br />FENCE
<br />01 1' X 12' REDWOOD KICKER BOARD
<br />2 X 4 D.F. ON EDGE
<br />�2' X 4' D,F. ON EDGE
<br />1' X 12' KICKER REDWOOD
<br />TYPE 'B' FENCE
<br />NOT TO SCALE
<br />4' X 4' POST REDWOOD
<br />PAVEMENT TO BE REMOVED
<br />FINISHED LOT GRADE
<br />LOW SIDE AVERAGE GROUND
<br />e•
<br />6-11-03
<br />0+00'
<br />W
<br />CONCRETE RETAINING WALL
<br />1 1/2' GAL V. PIPE, 8' LONG
<br />@ 8' C.C. W/ CAP
<br />5' ABOVE TOP OF WALL
<br />BOLTED METAL
<br />RAIL BRACKET
<br />2 READ, EA. PIPE
<br />44
<br />Sc
<br />0
<br />1"
<br />'40,
<br />60' RIGHT-OF-WAY
<br />RESIDENTIAL STREET
<br />60'
<br />2.5' 5.5' 2' 20' 20' 2' 5.5' 2.5'
<br />30' _ 30'
<br />ROLL CURB, GUTTER `PRIME COAT
<br />& SIDEWALK
<br />STD, CW -C6
<br />BIEGHLE STREET
<br />2'AC, OVER 6'A.B. OVER 7'
<br />AGGREGATE SUBBASE.
<br />T.I.=5.0 R=5.0
<br />SCARIFY AND COMPACT 6'
<br />NATIVE TO 95% MINIMUM
<br />RELATIVE COMPACTION,
<br />60' RIGHT-OF-WAY COLLECTOR RESIDENTIAL STREET
<br />30'
<br />2, 12' 20' 2' 5.5' 2.5'
<br />3:1 MAX 1,
<br />SLOPE 1.5%
<br />1.5%
<br />ROLL CURB, GUTTER
<br />MATCH & SIDEWALK
<br />EXIST, PRIME COAT L,5'AC,
<br />STD. CW -C6
<br />FL DITCH OVER 6'A,B, OVER 7'
<br />AGGREGATE SUBBASE.
<br />T.I,=5.0 R=5.0
<br />THIRTEENTH STREET SCARIFY AND COMPACT 6'
<br />NATIVE TO 95% MINIMUM
<br />RELATIVE COMPACTION.
<br />1. RETAINING WALL SHALL BE CONSTRUCTED
<br />ON FIRM, UNDISTURBED SOIL, COMPACTED
<br />TO 90% RELATIVE COMPACTION.
<br />2. WEAKENED PLANE JOINTS SHALL BE
<br />CONSTRUCTED 60' C.C.
<br />3. ALL ROCK POCKETS SHALL BE FILLED
<br />AND FINS REMOVED ON EXPOSED WALL, TOP
<br />OF WALL SHALL BE MOUNDED AND TROWELED
<br />SMOOTH.
<br />4. WALL SHALL NOT BE BACKFILLED FOR
<br />THREE DAYS AFTER POUR.
<br />1'x 1' x 6' CEDAR BOARDS
<br />2 x 4 OF
<br />FENCE RAILS
<br />FINISH BACK OF LOT
<br />VARIABLE
<br />4-#4 CONT. 71
<br />� � w
<br />8' o
<br />#4 REBAR @ m a
<br />24'C,C, >
<br />a 24'
<br />LOW SIDE AVERAGE
<br />GROUND I a
<br />�I �
<br />w a I. w
<br />a a d I,
<br />REVISIONS W❑NG ENGINEERS, INC,
<br />NO. DESCRIPTION DATE BY I ' g PLANNING ENGINEERING SURVEYING
<br />jIJ{ 4578 FEATHER RIVER DRIVE, SUITE A
<br />STOCKTON, CALIFORNIA
<br />(209)476-0011 ,
<br />CLASS 'B' CONIC,
<br />TYPE 'C' FENCE
<br />NOT TO SCALE
<br />JOB NO,I 3338 TRACT NO, 3172
<br />DATE1 JULY 2002 MICHAEL ESTATES
<br />SCALE, 1'=40'
<br />DRAWN, WMK/SE
<br />DATE 8-7-2002 DESIGN, WE
<br />R.C.E. 14269 CHECKED, CCW
<br />BUILDING
<br />PAD
<br />1% MIN.
<br />SWALE
<br />LOT LINE
<br />LOT LINE
<br />STREET CL
<br />TYPICAL LOT GRADING DETAIL
<br />NOT TO SCALE
<br />Qcif ESS/ON
<br />'; C CHANCE WpM1,C IFS
<br />Z
<br />W N0. 14,269 m
<br />,EXPIRES 3-31-2005
<br />4l CIV
<br />11
<br />J'\e
<br />F OF Co
<br />GRADING PLAN
<br />SAN JOAQUIN COUNTY
<br />CALIFORNIA
<br />N
<br />a
<br />m
<br />B
<br />+F
<br />o
<br />19.3
<br />19.3 19.6
<br />ONST. 113' TYPE 'A'
<br />a
<br />1-0-
<br />a
<br />214' TYPE 'C'
<br />¢
<br />2,Nn.
<br />RELOCATE
<br />OVERLAND FLOW FOR FENCE
<br />REMOVE EXIST, SDCB
<br />CD
<br />Nr00
<br />W
<br />19.2
<br />ADJOINING PROPERTY
<br />19.2
<br />L CO
<br />CONST. BARRICADE (TYP. A)
<br />N
<br />I¢ r
<br />SHEET
<br />Li °
<br />4
<br />19,3
<br />STD. DRAWING R-24 (TYP,)
<br />r
<br />o�
<br />19.6
<br />m
<br />Q,
<br />N
<br />=Q
<br />EXIST. POLE
<br />r
<br />REPLACE WITH TYPE 1
<br />CATCH BASIN STD CW -M9
<br />z
<br />EASEMENT. CONSTRUCT 6'
<br />J
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<br />w
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<br />ti�
<br />w
<br />20'
<br />6
<br />E
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<br />3
<br />19,5
<br />BY P.G.& E.
<br />RIM= 18,59INV =16 36
<br />Li
<br />0
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<br />ftLn
<br />-9.9
<br />¢
<br />��
<br />9
<br />NIS
<br />10
<br />LINE
<br />B
<br />Pel m
<br />N
<br />°
<br />19.
<br />20.4
<br />20.0
<br />20.7 2
<br />FI
<br />2082
<br />20 5
<br />20.4
<br />19 19
<br />19
<br />2
<br />F-19.3-1
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<br />Ln
<br />N
<br />I
<br />20 SET BACK
<br />LINE
<br />I ro
<br />o o
<br />N I
<br />19.9 19.9
<br />20.2
<br />20.2
<br />20.5
<br />20.5
<br />20.4 20.4
<br />19.9
<br />19.9
<br />19.4 19..4
<br />Li
<br />z
<br />w
<br />w a w
<br />> o O 01 2' X 12' PRESSURE TREATED
<br />WOOD RETAINER.
<br />1' X 12' REDWOOD KICKER BOARD
<br />1
<br />O 03 SHORT 4' X 4' POST FOR 2' X 12'
<br />RETAINER AT 8' O.C,
<br />SECTI❑N A -A
<br />NOT TO SCALE
<br />8' O.C.
<br />I' X 1' X 5' REDWOOD \-2 X 4 D,F. ON EDGE
<br />FENCE BOARDS 1' X 1' X 5' REDWOOD
<br />4' X 4' POST REDWOOD
<br />2' X 4' D.F. ON EDGE
<br />1' X 12' KICKER REDWOOD FINISHED LOT GRADE
<br />} 2' X 12' RETAINER PRES, TREATED WOOD LOW SIDE AVERAGE GROUND
<br />I a
<br />r -
<br />r a
<br />I' TYP. TYPE 'A' FENCE
<br />NOT TO SCALE
<br />UNAUTHORIZED CHANGES AND USES,
<br />THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR
<br />LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS, ALL
<br />CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY
<br />THE PREPARER OF THESE PLANS.
<br />1' TYP.
<br />❑ w w
<br />CL U
<br />w ❑ Z
<br />iy w
<br />CL w
<br />w.
<br />�In
<br />¢o
<br />io
<br />SECTI❑N B -B
<br />NOT TO SCALE
<br />8' D.C.
<br />19.9 19.4 19.14
<br />CONST, 107' TYPE 'A'
<br />FENCE
<br />01 1' X 12' REDWOOD KICKER BOARD
<br />2 X 4 D.F. ON EDGE
<br />�2' X 4' D,F. ON EDGE
<br />1' X 12' KICKER REDWOOD
<br />TYPE 'B' FENCE
<br />NOT TO SCALE
<br />4' X 4' POST REDWOOD
<br />PAVEMENT TO BE REMOVED
<br />FINISHED LOT GRADE
<br />LOW SIDE AVERAGE GROUND
<br />e•
<br />6-11-03
<br />0+00'
<br />W
<br />CONCRETE RETAINING WALL
<br />1 1/2' GAL V. PIPE, 8' LONG
<br />@ 8' C.C. W/ CAP
<br />5' ABOVE TOP OF WALL
<br />BOLTED METAL
<br />RAIL BRACKET
<br />2 READ, EA. PIPE
<br />44
<br />Sc
<br />0
<br />1"
<br />'40,
<br />60' RIGHT-OF-WAY
<br />RESIDENTIAL STREET
<br />60'
<br />2.5' 5.5' 2' 20' 20' 2' 5.5' 2.5'
<br />30' _ 30'
<br />ROLL CURB, GUTTER `PRIME COAT
<br />& SIDEWALK
<br />STD, CW -C6
<br />BIEGHLE STREET
<br />2'AC, OVER 6'A.B. OVER 7'
<br />AGGREGATE SUBBASE.
<br />T.I.=5.0 R=5.0
<br />SCARIFY AND COMPACT 6'
<br />NATIVE TO 95% MINIMUM
<br />RELATIVE COMPACTION,
<br />60' RIGHT-OF-WAY COLLECTOR RESIDENTIAL STREET
<br />30'
<br />2, 12' 20' 2' 5.5' 2.5'
<br />3:1 MAX 1,
<br />SLOPE 1.5%
<br />1.5%
<br />ROLL CURB, GUTTER
<br />MATCH & SIDEWALK
<br />EXIST, PRIME COAT L,5'AC,
<br />STD. CW -C6
<br />FL DITCH OVER 6'A,B, OVER 7'
<br />AGGREGATE SUBBASE.
<br />T.I,=5.0 R=5.0
<br />THIRTEENTH STREET SCARIFY AND COMPACT 6'
<br />NATIVE TO 95% MINIMUM
<br />RELATIVE COMPACTION.
<br />1. RETAINING WALL SHALL BE CONSTRUCTED
<br />ON FIRM, UNDISTURBED SOIL, COMPACTED
<br />TO 90% RELATIVE COMPACTION.
<br />2. WEAKENED PLANE JOINTS SHALL BE
<br />CONSTRUCTED 60' C.C.
<br />3. ALL ROCK POCKETS SHALL BE FILLED
<br />AND FINS REMOVED ON EXPOSED WALL, TOP
<br />OF WALL SHALL BE MOUNDED AND TROWELED
<br />SMOOTH.
<br />4. WALL SHALL NOT BE BACKFILLED FOR
<br />THREE DAYS AFTER POUR.
<br />1'x 1' x 6' CEDAR BOARDS
<br />2 x 4 OF
<br />FENCE RAILS
<br />FINISH BACK OF LOT
<br />VARIABLE
<br />4-#4 CONT. 71
<br />� � w
<br />8' o
<br />#4 REBAR @ m a
<br />24'C,C, >
<br />a 24'
<br />LOW SIDE AVERAGE
<br />GROUND I a
<br />�I �
<br />w a I. w
<br />a a d I,
<br />REVISIONS W❑NG ENGINEERS, INC,
<br />NO. DESCRIPTION DATE BY I ' g PLANNING ENGINEERING SURVEYING
<br />jIJ{ 4578 FEATHER RIVER DRIVE, SUITE A
<br />STOCKTON, CALIFORNIA
<br />(209)476-0011 ,
<br />CLASS 'B' CONIC,
<br />TYPE 'C' FENCE
<br />NOT TO SCALE
<br />JOB NO,I 3338 TRACT NO, 3172
<br />DATE1 JULY 2002 MICHAEL ESTATES
<br />SCALE, 1'=40'
<br />DRAWN, WMK/SE
<br />DATE 8-7-2002 DESIGN, WE
<br />R.C.E. 14269 CHECKED, CCW
<br />BUILDING
<br />PAD
<br />1% MIN.
<br />SWALE
<br />LOT LINE
<br />LOT LINE
<br />STREET CL
<br />TYPICAL LOT GRADING DETAIL
<br />NOT TO SCALE
<br />Qcif ESS/ON
<br />'; C CHANCE WpM1,C IFS
<br />Z
<br />W N0. 14,269 m
<br />,EXPIRES 3-31-2005
<br />4l CIV
<br />11
<br />J'\e
<br />F OF Co
<br />GRADING PLAN
<br />SAN JOAQUIN COUNTY
<br />CALIFORNIA
<br />N
<br />A
<br />m
<br />B
<br />_ A
<br />19.3
<br />19.3 19.6
<br />ONST. 113' TYPE 'A'
<br />ONST, 96' TYPE 'B'
<br />DIRECTION OF CONST,
<br />214' TYPE 'C'
<br />u�00
<br />FENCE
<br />FENCE
<br />OVERLAND FLOW FOR FENCE
<br />°.°
<br />CD
<br />Nr00
<br />W
<br />19.2
<br />ADJOINING PROPERTY
<br />19.2
<br />L CO
<br />CONST. BARRICADE (TYP. A)
<br />M �
<br />SHEET
<br />Li °
<br />2
<br />STD. DRAWING R-24 (TYP,)
<br />OF SIX
<br />m
<br />Q,
<br />QE 25'x20' TEMP. TURNAROUND
<br />w
<br />Z
<br />r
<br />z
<br />EASEMENT. CONSTRUCT 6'
<br />J
<br />w
<br />=
<br />w
<br />+U
<br />+U
<br />w
<br />20'
<br />6
<br />E
<br />3
<br />19,5
<br />�
<br />20'
<br />0
<br />A W
<br />ll-+
<br />ftLn
<br />F
<br />¢
<br />��
<br />NIS
<br />BACK
<br />LINE
<br />B
<br />Pel m
<br />N
<br />°
<br />19.
<br />20.4
<br />20.0
<br />20.7 2
<br />.8 20.4 19.9
<br />°
<br />Li
<br />z
<br />w
<br />w a w
<br />> o O 01 2' X 12' PRESSURE TREATED
<br />WOOD RETAINER.
<br />1' X 12' REDWOOD KICKER BOARD
<br />1
<br />O 03 SHORT 4' X 4' POST FOR 2' X 12'
<br />RETAINER AT 8' O.C,
<br />SECTI❑N A -A
<br />NOT TO SCALE
<br />8' O.C.
<br />I' X 1' X 5' REDWOOD \-2 X 4 D,F. ON EDGE
<br />FENCE BOARDS 1' X 1' X 5' REDWOOD
<br />4' X 4' POST REDWOOD
<br />2' X 4' D.F. ON EDGE
<br />1' X 12' KICKER REDWOOD FINISHED LOT GRADE
<br />} 2' X 12' RETAINER PRES, TREATED WOOD LOW SIDE AVERAGE GROUND
<br />I a
<br />r -
<br />r a
<br />I' TYP. TYPE 'A' FENCE
<br />NOT TO SCALE
<br />UNAUTHORIZED CHANGES AND USES,
<br />THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR
<br />LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS, ALL
<br />CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY
<br />THE PREPARER OF THESE PLANS.
<br />1' TYP.
<br />❑ w w
<br />CL U
<br />w ❑ Z
<br />iy w
<br />CL w
<br />w.
<br />�In
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<br />io
<br />SECTI❑N B -B
<br />NOT TO SCALE
<br />8' D.C.
<br />19.9 19.4 19.14
<br />CONST, 107' TYPE 'A'
<br />FENCE
<br />01 1' X 12' REDWOOD KICKER BOARD
<br />2 X 4 D.F. ON EDGE
<br />�2' X 4' D,F. ON EDGE
<br />1' X 12' KICKER REDWOOD
<br />TYPE 'B' FENCE
<br />NOT TO SCALE
<br />4' X 4' POST REDWOOD
<br />PAVEMENT TO BE REMOVED
<br />FINISHED LOT GRADE
<br />LOW SIDE AVERAGE GROUND
<br />e•
<br />6-11-03
<br />0+00'
<br />W
<br />CONCRETE RETAINING WALL
<br />1 1/2' GAL V. PIPE, 8' LONG
<br />@ 8' C.C. W/ CAP
<br />5' ABOVE TOP OF WALL
<br />BOLTED METAL
<br />RAIL BRACKET
<br />2 READ, EA. PIPE
<br />44
<br />Sc
<br />0
<br />1"
<br />'40,
<br />60' RIGHT-OF-WAY
<br />RESIDENTIAL STREET
<br />60'
<br />2.5' 5.5' 2' 20' 20' 2' 5.5' 2.5'
<br />30' _ 30'
<br />ROLL CURB, GUTTER `PRIME COAT
<br />& SIDEWALK
<br />STD, CW -C6
<br />BIEGHLE STREET
<br />2'AC, OVER 6'A.B. OVER 7'
<br />AGGREGATE SUBBASE.
<br />T.I.=5.0 R=5.0
<br />SCARIFY AND COMPACT 6'
<br />NATIVE TO 95% MINIMUM
<br />RELATIVE COMPACTION,
<br />60' RIGHT-OF-WAY COLLECTOR RESIDENTIAL STREET
<br />30'
<br />2, 12' 20' 2' 5.5' 2.5'
<br />3:1 MAX 1,
<br />SLOPE 1.5%
<br />1.5%
<br />ROLL CURB, GUTTER
<br />MATCH & SIDEWALK
<br />EXIST, PRIME COAT L,5'AC,
<br />STD. CW -C6
<br />FL DITCH OVER 6'A,B, OVER 7'
<br />AGGREGATE SUBBASE.
<br />T.I,=5.0 R=5.0
<br />THIRTEENTH STREET SCARIFY AND COMPACT 6'
<br />NATIVE TO 95% MINIMUM
<br />RELATIVE COMPACTION.
<br />1. RETAINING WALL SHALL BE CONSTRUCTED
<br />ON FIRM, UNDISTURBED SOIL, COMPACTED
<br />TO 90% RELATIVE COMPACTION.
<br />2. WEAKENED PLANE JOINTS SHALL BE
<br />CONSTRUCTED 60' C.C.
<br />3. ALL ROCK POCKETS SHALL BE FILLED
<br />AND FINS REMOVED ON EXPOSED WALL, TOP
<br />OF WALL SHALL BE MOUNDED AND TROWELED
<br />SMOOTH.
<br />4. WALL SHALL NOT BE BACKFILLED FOR
<br />THREE DAYS AFTER POUR.
<br />1'x 1' x 6' CEDAR BOARDS
<br />2 x 4 OF
<br />FENCE RAILS
<br />FINISH BACK OF LOT
<br />VARIABLE
<br />4-#4 CONT. 71
<br />� � w
<br />8' o
<br />#4 REBAR @ m a
<br />24'C,C, >
<br />a 24'
<br />LOW SIDE AVERAGE
<br />GROUND I a
<br />�I �
<br />w a I. w
<br />a a d I,
<br />REVISIONS W❑NG ENGINEERS, INC,
<br />NO. DESCRIPTION DATE BY I ' g PLANNING ENGINEERING SURVEYING
<br />jIJ{ 4578 FEATHER RIVER DRIVE, SUITE A
<br />STOCKTON, CALIFORNIA
<br />(209)476-0011 ,
<br />CLASS 'B' CONIC,
<br />TYPE 'C' FENCE
<br />NOT TO SCALE
<br />JOB NO,I 3338 TRACT NO, 3172
<br />DATE1 JULY 2002 MICHAEL ESTATES
<br />SCALE, 1'=40'
<br />DRAWN, WMK/SE
<br />DATE 8-7-2002 DESIGN, WE
<br />R.C.E. 14269 CHECKED, CCW
<br />BUILDING
<br />PAD
<br />1% MIN.
<br />SWALE
<br />LOT LINE
<br />LOT LINE
<br />STREET CL
<br />TYPICAL LOT GRADING DETAIL
<br />NOT TO SCALE
<br />Qcif ESS/ON
<br />'; C CHANCE WpM1,C IFS
<br />Z
<br />W N0. 14,269 m
<br />,EXPIRES 3-31-2005
<br />4l CIV
<br />11
<br />J'\e
<br />F OF Co
<br />GRADING PLAN
<br />SAN JOAQUIN COUNTY
<br />CALIFORNIA
<br />N
<br />A
<br />m
<br />B
<br />_ A
<br />QLDN
<br />ONST. 113' TYPE 'A'
<br />ONST, 96' TYPE 'B'
<br />DIRECTION OF CONST,
<br />214' TYPE 'C'
<br />FENCE
<br />FENCE
<br />OVERLAND FLOW FOR FENCE
<br />mow?
<br />Nr00
<br />EXIST. 16' P.U.E.
<br />-m
<br />ADJOINING PROPERTY
<br />C1
<br />L CO
<br />CONST. BARRICADE (TYP. A)
<br />M �
<br />SHEET
<br />2
<br />STD. DRAWING R-24 (TYP,)
<br />OF SIX
<br />Li
<br />z
<br />`"
<br />QE 25'x20' TEMP. TURNAROUND
<br />w
<br />Z
<br />r
<br />z
<br />EASEMENT. CONSTRUCT 6'
<br />J
<br />w
<br />w
<br />CONCRETE DRIVEWAY OVER
<br />J
<br />w
<br />4' OF SAND.
<br />E
<br />Li
<br />z
<br />w
<br />w a w
<br />> o O 01 2' X 12' PRESSURE TREATED
<br />WOOD RETAINER.
<br />1' X 12' REDWOOD KICKER BOARD
<br />1
<br />O 03 SHORT 4' X 4' POST FOR 2' X 12'
<br />RETAINER AT 8' O.C,
<br />SECTI❑N A -A
<br />NOT TO SCALE
<br />8' O.C.
<br />I' X 1' X 5' REDWOOD \-2 X 4 D,F. ON EDGE
<br />FENCE BOARDS 1' X 1' X 5' REDWOOD
<br />4' X 4' POST REDWOOD
<br />2' X 4' D.F. ON EDGE
<br />1' X 12' KICKER REDWOOD FINISHED LOT GRADE
<br />} 2' X 12' RETAINER PRES, TREATED WOOD LOW SIDE AVERAGE GROUND
<br />I a
<br />r -
<br />r a
<br />I' TYP. TYPE 'A' FENCE
<br />NOT TO SCALE
<br />UNAUTHORIZED CHANGES AND USES,
<br />THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR
<br />LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS, ALL
<br />CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY
<br />THE PREPARER OF THESE PLANS.
<br />1' TYP.
<br />❑ w w
<br />CL U
<br />w ❑ Z
<br />iy w
<br />CL w
<br />w.
<br />�In
<br />¢o
<br />io
<br />SECTI❑N B -B
<br />NOT TO SCALE
<br />8' D.C.
<br />19.9 19.4 19.14
<br />CONST, 107' TYPE 'A'
<br />FENCE
<br />01 1' X 12' REDWOOD KICKER BOARD
<br />2 X 4 D.F. ON EDGE
<br />�2' X 4' D,F. ON EDGE
<br />1' X 12' KICKER REDWOOD
<br />TYPE 'B' FENCE
<br />NOT TO SCALE
<br />4' X 4' POST REDWOOD
<br />PAVEMENT TO BE REMOVED
<br />FINISHED LOT GRADE
<br />LOW SIDE AVERAGE GROUND
<br />e•
<br />6-11-03
<br />0+00'
<br />W
<br />CONCRETE RETAINING WALL
<br />1 1/2' GAL V. PIPE, 8' LONG
<br />@ 8' C.C. W/ CAP
<br />5' ABOVE TOP OF WALL
<br />BOLTED METAL
<br />RAIL BRACKET
<br />2 READ, EA. PIPE
<br />44
<br />Sc
<br />0
<br />1"
<br />'40,
<br />60' RIGHT-OF-WAY
<br />RESIDENTIAL STREET
<br />60'
<br />2.5' 5.5' 2' 20' 20' 2' 5.5' 2.5'
<br />30' _ 30'
<br />ROLL CURB, GUTTER `PRIME COAT
<br />& SIDEWALK
<br />STD, CW -C6
<br />BIEGHLE STREET
<br />2'AC, OVER 6'A.B. OVER 7'
<br />AGGREGATE SUBBASE.
<br />T.I.=5.0 R=5.0
<br />SCARIFY AND COMPACT 6'
<br />NATIVE TO 95% MINIMUM
<br />RELATIVE COMPACTION,
<br />60' RIGHT-OF-WAY COLLECTOR RESIDENTIAL STREET
<br />30'
<br />2, 12' 20' 2' 5.5' 2.5'
<br />3:1 MAX 1,
<br />SLOPE 1.5%
<br />1.5%
<br />ROLL CURB, GUTTER
<br />MATCH & SIDEWALK
<br />EXIST, PRIME COAT L,5'AC,
<br />STD. CW -C6
<br />FL DITCH OVER 6'A,B, OVER 7'
<br />AGGREGATE SUBBASE.
<br />T.I,=5.0 R=5.0
<br />THIRTEENTH STREET SCARIFY AND COMPACT 6'
<br />NATIVE TO 95% MINIMUM
<br />RELATIVE COMPACTION.
<br />1. RETAINING WALL SHALL BE CONSTRUCTED
<br />ON FIRM, UNDISTURBED SOIL, COMPACTED
<br />TO 90% RELATIVE COMPACTION.
<br />2. WEAKENED PLANE JOINTS SHALL BE
<br />CONSTRUCTED 60' C.C.
<br />3. ALL ROCK POCKETS SHALL BE FILLED
<br />AND FINS REMOVED ON EXPOSED WALL, TOP
<br />OF WALL SHALL BE MOUNDED AND TROWELED
<br />SMOOTH.
<br />4. WALL SHALL NOT BE BACKFILLED FOR
<br />THREE DAYS AFTER POUR.
<br />1'x 1' x 6' CEDAR BOARDS
<br />2 x 4 OF
<br />FENCE RAILS
<br />FINISH BACK OF LOT
<br />VARIABLE
<br />4-#4 CONT. 71
<br />� � w
<br />8' o
<br />#4 REBAR @ m a
<br />24'C,C, >
<br />a 24'
<br />LOW SIDE AVERAGE
<br />GROUND I a
<br />�I �
<br />w a I. w
<br />a a d I,
<br />REVISIONS W❑NG ENGINEERS, INC,
<br />NO. DESCRIPTION DATE BY I ' g PLANNING ENGINEERING SURVEYING
<br />jIJ{ 4578 FEATHER RIVER DRIVE, SUITE A
<br />STOCKTON, CALIFORNIA
<br />(209)476-0011 ,
<br />CLASS 'B' CONIC,
<br />TYPE 'C' FENCE
<br />NOT TO SCALE
<br />JOB NO,I 3338 TRACT NO, 3172
<br />DATE1 JULY 2002 MICHAEL ESTATES
<br />SCALE, 1'=40'
<br />DRAWN, WMK/SE
<br />DATE 8-7-2002 DESIGN, WE
<br />R.C.E. 14269 CHECKED, CCW
<br />BUILDING
<br />PAD
<br />1% MIN.
<br />SWALE
<br />LOT LINE
<br />LOT LINE
<br />STREET CL
<br />TYPICAL LOT GRADING DETAIL
<br />NOT TO SCALE
<br />Qcif ESS/ON
<br />'; C CHANCE WpM1,C IFS
<br />Z
<br />W N0. 14,269 m
<br />,EXPIRES 3-31-2005
<br />4l CIV
<br />11
<br />J'\e
<br />F OF Co
<br />GRADING PLAN
<br />SAN JOAQUIN COUNTY
<br />CALIFORNIA
<br />N
<br />N
<br />QLDN
<br />�o
<br />=q3
<br />mow?
<br />Nr00
<br />-m
<br />C1
<br />L CO
<br />M �
<br />SHEET
<br />2
<br />OF SIX
<br />FILE
<br />
|