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GRADING NOTES:
<br />1) EARTHWORK SHALL BE PERFORMED IN ACCORDANCE WITH
<br />THE COUNTY OF SAN JOAQUIN, F.H.A. STANDARDS, THE SOILS
<br />ENGINEER, VEGETATION AND DELETERIOUS MATERTALS SHALL BE
<br />,REMOVED FROM THE SITE.
<br />2) ALL INDEPENDENT LABORATORY INSPECTION AND TESTING
<br />REQUIRED BY THE COUNTY SHALL BE PAID FOR BY THE CONTRAC-
<br />TOR.
<br />3) APPROPRIATE DUST CONTROL SHALL BE PROVIDED TO
<br />MINIMIZE ANY DUST NUISANCE, IN ACCORDANCE WITH SECTION 10
<br />OF CALTRANS STANDARD SPECIFICATIONS AND THE REQUIREMENTS
<br />OF STANISLAUS COUNTY.
<br />4) IF IMPORT IS REQUIRED, IMPORT TO BE FREE OF ALL
<br />VEGETATION AND DELETERIOUS MATERIALS, AND SHALL BE
<br />APPROVED BY THE SOILS ENGINEER. LOTS TO BE GRADED TO
<br />ELEVATIONS AS STAKED BY THE ENGINEER, OR AS DIRECTED BY
<br />THE ENGINEER. ANY CHANGES IN PROPOSED MUST BE COORDINATED
<br />WITH THE ENGINEER PROMPTLY.
<br />NOTE: FINISHED FLOOR ELEVATION OF ALL NEW CONSTRUCTION
<br />SHALL BE 1.0' ABOVE THE 100 YEAR FLOOD ELEVATION.
<br />100 YEAR FLOOD ELEVATION - 16.5
<br />NOTE:
<br />THE CONTRACTOR SHALL PROVIDE ADEQUATE SOIL SUPPORT 'ID THE
<br />ADJACENT PROPERTY AT ALL TIMES. A DETAILED METHOD OF
<br />CONSTRUCTION SHALL BE SUBMITTED TO THE DESIGN ENGINEER AND
<br />SAN JOAQUIN COUNTY FOR REVIEW AND APPROVAL, PURSUANT TO
<br />SECTION 5-1.02 OF THE STATE STANDARD SPECIFICATIONS, PRIOR
<br />TO COMMENCING WORK ON THE IMPROVEMENTS. THE CONTRACTOR
<br />SHALL STOP CONSTRUCTION OF THE RETAINING WALL IF THE
<br />LIMITS OF EXCAVATION ARE EXCEEDED OR ARE IN DANGER OF
<br />BEING EXCEEDED, OR IF ADEQUATE SUPPORT IS NOT PROVIDED.
<br />THE CONTRACTOR SHALL TAKE APPROPRIATE CORRECTIVE ACTION
<br />ACCEPTABLE TO THE DESIGN ENGINEER AND THE COUNTY PRIOR TO
<br />CONTINUING THE WORK.
<br />N
<br />\ /
<br />4'
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<br />-37-EEL TO A DE.PTN of 8 INCHES,
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<br />L,ZOU'T AT 4'-O" O C
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<br />;'AIt`IT rAMELS TO MATCH FXIST11J6,
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<br />9
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<br />PROVIDE WROUGHT .IRON
<br />4'
<br />4'-0"
<br />4
<br />Ib'2:1
<br />GUARD RAIL FOR WALL
<br />--
<br />_
<br />2-21-90
<br />WROUGHT IRON
<br />HIS. OVER z' - G" (CLEAR)0
<br />TRANS/T/ONEF
<br />9% \
<br />,
<br />L6
<br />CONTRACTOR SHALL SUBMIT
<br />4 AC G
<br />PCG SLOPE
<br />t
<br />TYPE AND DESIGN FOR
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<br />SLOPL- PAVING
<br />e
<br />APPROVAL TO COUNTY-
<br />PAVINO
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<br />1�
<br />2'
<br />MASONRY WALT. - ---
<br />-
<br />1
<br />CONC. CAP
<br />LIMITS OF
<br />\
<br />- I
<br />`
<br />(SER DETAIL)
<br />EXCAVATION
<br />(see note
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<br />'I
<br />SUB -DRAIN,_ -_O
<br />dbov2)
<br />.'.
<br />-
<br />BACKFILL
<br />N
<br />1
<br />--
<br />OVER NATIVE
<br />MONOLITHIC CURB
<br />\ I
<br />I
<br />��8
<br />GUTTER AND WALK
<br />I
<br />TYPICAL
<br />1/2 SECTION
<br />TORO IJUVF.
<br />d
<br />I�
<br />Tq
<br />e3^
<br />_ -
<br />8" CONC.
<br />Lo
<br />14
<br />@ 24" D.C.`
<br />BLOCK -
<br />(BOTH WAYS)
<br />24" KIN.
<br />_
<br />LAP
<br />DRAIN
<br />iT.
<br />4" CONC.
<br />ROCK
<br />a
<br />_-EXP.
<br />7
<br />MATERIAL
<br />WALK
<br />3" SLOTTED
<br />— —
<br />SUB DRAIN CONT
<br />-0
<br />NOTE: ELIMINATE
<br />SHEAR KEY WHEN
<br />/ 4 CONT
<br />3.0'
<br />LL
<br />(TYP.)
<br />`
<br />-I
<br />OA SS
<br />/4 @ 24"
<br />-
<br />-
<br />(TYP.)
<br />6„ , 12"
<br />�L
<br />V-6J_'I
<br />3'-0'
<br />I
<br />I
<br />MASONRY WALL DESIGN
<br />NOTE:
<br />THE CONTRACTOR SHALL PROVIDE ADEQUATE SOIL SUPPORT 'ID THE
<br />ADJACENT PROPERTY AT ALL TIMES. A DETAILED METHOD OF
<br />CONSTRUCTION SHALL BE SUBMITTED TO THE DESIGN ENGINEER AND
<br />SAN JOAQUIN COUNTY FOR REVIEW AND APPROVAL, PURSUANT TO
<br />SECTION 5-1.02 OF THE STATE STANDARD SPECIFICATIONS, PRIOR
<br />TO COMMENCING WORK ON THE IMPROVEMENTS. THE CONTRACTOR
<br />SHALL STOP CONSTRUCTION OF THE RETAINING WALL IF THE
<br />LIMITS OF EXCAVATION ARE EXCEEDED OR ARE IN DANGER OF
<br />BEING EXCEEDED, OR IF ADEQUATE SUPPORT IS NOT PROVIDED.
<br />THE CONTRACTOR SHALL TAKE APPROPRIATE CORRECTIVE ACTION
<br />ACCEPTABLE TO THE DESIGN ENGINEER AND THE COUNTY PRIOR TO
<br />CONTINUING THE WORK.
<br />N
<br />\ /
<br />4'
<br />5PAG1 ^1G
<br />dE-'�1EEN �ICeE75
<br />!3%g"ACTJ4,0
<br />SORE -RILL TulzouUH H0RIZ0n4T4,L RE,IJFOQCIFIG
<br />-37-EEL TO A DE.PTN of 8 INCHES,
<br />IQSEfZT Z x Z 5TZuC7LI¢AL STEEL P057 NTO EPDXY
<br />L,ZOU'T AT 4'-O" O C
<br />WELD PAN.IELS AFTEiZ G20UT dA5 5F -T,
<br />;'AIt`IT rAMELS TO MATCH FXIST11J6,
<br />6LIL2D Z41LNG ti5TALLATI0N
<br />526
<br />/7/
<br />527 Ex. /6.0
<br />530 529 528 /6.6
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<br />EX. GROUND --_
<br />4'
<br />7'
<br />4
<br />Ib'2:1
<br />9-13-89
<br />®
<br />DETAIL REFER To
<br />2-21-90
<br />WROUGHT IRON
<br />y V ' 7 -1 -IIS SHEET REDO TO
<br />TRANS/T/ONEF
<br />9% \
<br />,
<br />L6
<br />GUARD RAILING
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<br />PCG SLOPE
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<br />MASONRY WALT. - ---
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<br />A.
<br />`
<br />(SER DETAIL)
<br />J
<br />SUB -DRAIN,_ -_O
<br />------
<br />.'.
<br />-
<br />_ 2 1/4" A.C.
<br />--
<br />OVER NATIVE
<br />MONOLITHIC CURB
<br />GUTTER AND WALK
<br />TYPICAL
<br />1/2 SECTION
<br />TORO IJUVF.
<br />d
<br />s
<br />0
<br />IMIN.
<br />31
<br />MAX
<br />\
<br />PAN
<br />20'
<br />F1NA1. LUT GRADING AT
<br />PROPERTY IBNR, MIN.
<br />PROTECT I VR SIOKYARO
<br />SLOPE IS IS
<br />LOT GRADING DETAIL
<br />b
<br />APPROVED BY THE SAN JOAQUIN COUNTY
<br />DIRECTOR OF PUBLIC WORKS.
<br />V
<br />BY: DATE:
<br />EX GR
<br />I
<br />REV/SED.
<br />GRAD/NG ig
<br />DRAINAGE KLAN
<br />531
<br />Ex 153
<br />532
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<br />INSTAL L /6S L F B" MASONRY L )
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<br />GUARD RAILING. (Aly ,PEv'D )
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<br />TRANS/TION MASONRY WACZ
<br />TO GR40E /N /O. o '
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<br />dai
<br />2
<br />LATHROP VILLAGE HOMES
<br />UNIT NO, 14
<br />REVISIONS
<br />4 1
<br />_ I \
<br />NO.
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<br />9-13-89
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<br />FOR RAIL/Alb REGRAOE AS OP
<br />9-13-89
<br />®
<br />DETAIL REFER To
<br />2-21-90
<br />y V ' 7 -1 -IIS SHEET REDO TO
<br />TRANS/T/ONEF
<br />9% \
<br />,
<br />L6
<br />DRI VEW4Y
<br />t
<br />Z21 Z7 (yu 0/h/7 C� iF ©LOPE W LL OOWN TO-30"hT
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<br />INSTAL L /6S L F B" MASONRY L )
<br />a W4 L , NT 114R/ES 0 ' TO a '- B " \/
<br />W/TN QZ" WR006117- IRON
<br />GUARD RAILING. (Aly ,PEv'D )
<br />III Igd',
<br />O
<br />V\
<br />TRANS/TION MASONRY WACZ
<br />TO GR40E /N /O. o '
<br />O �
<br />dai
<br />2
<br />LATHROP VILLAGE HOMES
<br />UNIT NO, 14
<br />REVISIONS
<br />NO.
<br />DESCRIPTION
<br />) rj
<br />1,
<br />LN I
<br />SLOPE MA50AIRY WALL /A/ J/'
<br />9-13-89
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<br />— TOP OF BANK `
<br />�9 NOT APART Q
<br />L
<br />V
<br />INSTAL L /6S L F B" MASONRY L )
<br />a W4 L , NT 114R/ES 0 ' TO a '- B " \/
<br />W/TN QZ" WR006117- IRON
<br />GUARD RAILING. (Aly ,PEv'D )
<br />III Igd',
<br />O
<br />V\
<br />TRANS/TION MASONRY WACZ
<br />TO GR40E /N /O. o '
<br />O �
<br />dai
<br />2
<br />LATHROP VILLAGE HOMES
<br />UNIT NO, 14
<br />REVISIONS
<br />NO.
<br />DESCRIPTION
<br />DATE
<br />LN I
<br />SLOPE MA50AIRY WALL /A/ J/'
<br />9-13-89
<br />m
<br />TRAN51716A1 WALL TO 6RAOE
<br />9-13-89
<br />®
<br />AS-8U1L7_
<br />2-21-90
<br />525
<br />/72
<br />Ex. 17Z
<br />524
<br />n. o
<br />Ex /7. /
<br />MATCH EX/STING
<br />IMPROVEMENTS.
<br />54
<br />31
<br />8' F. L. 18'
<br />EX. GROUND -2Z ---- -
<br />2Z
<br />2 1/4" A.C.
<br />OVER NATIVE
<br />TYPICAL. SECTION
<br />---MATADORNAY--
<br />) II
<br />23'
<br />18' __-- N.I. 5-
<br />2Z
<br />STANDARD
<br />MONOLITHIC CURB JJ
<br />GUTTER AND WALK
<br />R.N 50' R. W.
<br />- — 27 - - - ---- -- - -- - 23' - -----
<br />RX 4' S' P. 18' 18' F 5'
<br />ROUND -
<br />NOTE: SEE TYPICAL 1/2 SECTION STANDARD
<br />FOR SECTION OF MASONRY MONOLITHIC CURB ,' �"� ) ) )•�
<br />WALL. GUTTER AND WALK F "
<br />TYPICAL SECTION
<br />TORO LANE
<br />THOMPSON • HYSELL
<br />ENGINEERS
<br />1016 12TH STREET, MODESTO, CA. 95354 (209) 521-8886
<br />N(
<br />. n.'�
<br />r.�
<br />COPYRIGHTt) MAV 1989 THOMPSON-HYSELL ENGINEERS
<br />R.C. E 3Z1?60 EXPIRES
<br />SCALE / A),
<br />ON. er T.O.
<br />JOB NO. '/ 7QZ CK. BY �' B
<br />DISK DATE
<br />SHEET
<br />NUMBER
<br />OFJ
<br />
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