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<br />18"SD
<br />IB"SD
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<br />a c 9 A\h 000��- Al `P A\'q1b 1A ` A, ,... At
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<br />4
<br />`OS
<br />15 �' 1 b °'�b 17 < 18 A° 19 20 A'" 21
<br />^ e o ee i e q` I 4\ 4tip y N I
<br />�C05
<br />Restrlcted•�',A�ccesS1 F 7.3' Masanary Fence
<br />44
<br />- 40.83 QP/
<br />241450
<br />4077 477 _ 40 B7 {O�B2 4046 4133
<br />INDIANA
<br />V/G/N/TY MAP
<br />N0T TO SCALE
<br />REVISIONS
<br />e ve Tracks
<br />to
<br />4169 4203 4252 4292 4 3`. �,� _ 4 a
<br />STRE4"T
<br />e- -L- ! Y
<br />° To of Wall -'EIev.48.0 To Of Wail Elev. 148.671 Top of Wall Etev.49.34 Top of Wall ^{
<br />f a _, r
<br />� EIey.50.00
<br />w
<br />L E6FND
<br />o `B� EX/Si/NG iiROUND RkYR7/0N ,
<br />y w 43.6 0
<br />BOW. PROPOSED "CW Ac WALK EL E11.471ON '
<br />4-31 BW2D/N6 PAD E -Yof7/0N DES/6N OI
<br />PRD
<br />Gt.9 f/N/4fJED GRADE EIE�AT/ON WALL TO 81
<br />BY DEPAR7
<br />-42- EXISTIN6 6AMIND CONI -011,e PUBUCWO,
<br />SEE NOTE
<br />E $ 7 110,,q iED f -,4R 7P WORAe : FOR PERMIT FEE ONL Y>
<br />AMAM14P EXC4!/4J'/ON (NEP) 500 C. V. t
<br />LOT FILL - 7400 e. Y.
<br />Lake /MOORP REOU/RED 6900 C.Y. * (Compact inplace)
<br />1
<br />tG
<br />I'
<br />BY DESIGN DRAWN BY
<br />BV/
<br />R.C.E. DATE
<br />APPPDVED BY: Henry M. Hirata RCE No. 21258
<br />SAN JOWIN COWN 1 •id i• OF •`i: "W
<br />SECTION B -B NOT TO SCALE
<br />BAUMBACH J PIAZZA
<br />CIVIL ENGINEERS
<br />SURVEYORS
<br />323 W. ELM ST. 11-001, CALIF.
<br />58240 PH: 209-368-6696
<br />rtQ FiiLiSh Grading by jai
<br />J / Y$ MIN. ,., - t j
<br />L�2.:ide� il�
<br />Z W
<br />K ,
<br />4 m
<br />o T
<br />Pa.4 E'CV0r10r 30'
<br />Hinge Pt.
<br />Q
<br />5 T R E 4 T
<br />nr-RI GA L COR _0,R 4,0 Ir i Rfi O/N
<br />+
<br />i
<br />gTPIP /C.'0 L o
<br />ea �a
<br />�ml BU/LD/NG
<br />0 PAD m
<br />ainye line
<br />_-ZyA L07 - GRRDINIS
<br />NO 6'CAL E
<br />NOTE : localized Finished 6radiny to be camp/e led by R/d9.
<br />CanYracl`0r affer dwe/11n9 As e0176-1r,10ed
<br />NorFs:
<br />1. A grading permit shall be secured by the Developer from the San Joaquin
<br />County Building Inspection Division.
<br />2 -A -11 -lots having a_. -fill of_6_inches. or greater shal l _be compacted Aa- 90X_
<br />R.C. and tested by the Soils Engineer.
<br />3. The Contractor shall coordinate his work with the Soils Engineer to insure
<br />adequate compaction tests are taken. The costs of retests shall be borne
<br />by the Contractor. The Soils Engineer is J. H. Kleinfelder and
<br />Associates.
<br />4. Contractor shall submit compaction tests for all lots exceeding 6 inches
<br />of fill to San Joaquin County Building Inspection Department.
<br />S. All earthwork, building pad grading and other construction to be done, as
<br />shown on these plans, shall be done in accordance with the geotechnical
<br />investigation report by J. H. Kleinfelder' and Associates for the proposed
<br />subdivision, dated MRY3 , 1989, file no. IO -3230-0(.
<br />6. All lot drainage shall be contained on the lot and drained to street.
<br />7. All subdivision grading shall conform to U.B.C. Section 7014 (C).
<br />8. Estimated earthwork is for the engineer's use only. Contractor shall complete
<br />his own volumes and prepare lump sun bid.
<br />9. The top foot of lot fill shall be equivalent in composition to native material.
<br />STREET 10. Exist rail road ballast may be mixed with earth, compacted to 90% R. C. and used
<br />as fill to 18 inches below finish grade.
<br />11. Remove all trees.
<br />12. A building permit from the San Joaquin County Building Inspection
<br />Department shall be obtained by the Developer for the construction
<br />of the masonary wall.
<br />GRADING PLAN
<br />PREPARED FOR : TOMY SQUARE 455OC/47,5S
<br />�- P 0. BOX /066
<br />W0003RID64r, C4, '79258-1066
<br />"TOWN
<br />SQUARE 11
<br />SHEET O OF (d )
<br />JOB No. 8941 �J
<br />FILE
<br />N0. � - 924
<br />qp.
<br />p
<br />301
<br />I \
<br />D1
<br />I t
<br />431.60
<br />e W
<br />V s n o -
<br />v
<br />l0 4.2,7 42,7 42.9 43.2 41.5 43.8 4.1t,2��? o ; a
<br />I ,PAD PAD AD PAD PA PAD PAD to e
<br />4
<br />`OS
<br />15 �' 1 b °'�b 17 < 18 A° 19 20 A'" 21
<br />^ e o ee i e q` I 4\ 4tip y N I
<br />�C05
<br />Restrlcted•�',A�ccesS1 F 7.3' Masanary Fence
<br />44
<br />- 40.83 QP/
<br />241450
<br />4077 477 _ 40 B7 {O�B2 4046 4133
<br />INDIANA
<br />V/G/N/TY MAP
<br />N0T TO SCALE
<br />REVISIONS
<br />e ve Tracks
<br />to
<br />4169 4203 4252 4292 4 3`. �,� _ 4 a
<br />STRE4"T
<br />e- -L- ! Y
<br />° To of Wall -'EIev.48.0 To Of Wail Elev. 148.671 Top of Wall Etev.49.34 Top of Wall ^{
<br />f a _, r
<br />� EIey.50.00
<br />w
<br />L E6FND
<br />o `B� EX/Si/NG iiROUND RkYR7/0N ,
<br />y w 43.6 0
<br />BOW. PROPOSED "CW Ac WALK EL E11.471ON '
<br />4-31 BW2D/N6 PAD E -Yof7/0N DES/6N OI
<br />PRD
<br />Gt.9 f/N/4fJED GRADE EIE�AT/ON WALL TO 81
<br />BY DEPAR7
<br />-42- EXISTIN6 6AMIND CONI -011,e PUBUCWO,
<br />SEE NOTE
<br />E $ 7 110,,q iED f -,4R 7P WORAe : FOR PERMIT FEE ONL Y>
<br />AMAM14P EXC4!/4J'/ON (NEP) 500 C. V. t
<br />LOT FILL - 7400 e. Y.
<br />Lake /MOORP REOU/RED 6900 C.Y. * (Compact inplace)
<br />1
<br />tG
<br />I'
<br />BY DESIGN DRAWN BY
<br />BV/
<br />R.C.E. DATE
<br />APPPDVED BY: Henry M. Hirata RCE No. 21258
<br />SAN JOWIN COWN 1 •id i• OF •`i: "W
<br />SECTION B -B NOT TO SCALE
<br />BAUMBACH J PIAZZA
<br />CIVIL ENGINEERS
<br />SURVEYORS
<br />323 W. ELM ST. 11-001, CALIF.
<br />58240 PH: 209-368-6696
<br />rtQ FiiLiSh Grading by jai
<br />J / Y$ MIN. ,., - t j
<br />L�2.:ide� il�
<br />Z W
<br />K ,
<br />4 m
<br />o T
<br />Pa.4 E'CV0r10r 30'
<br />Hinge Pt.
<br />Q
<br />5 T R E 4 T
<br />nr-RI GA L COR _0,R 4,0 Ir i Rfi O/N
<br />+
<br />i
<br />gTPIP /C.'0 L o
<br />ea �a
<br />�ml BU/LD/NG
<br />0 PAD m
<br />ainye line
<br />_-ZyA L07 - GRRDINIS
<br />NO 6'CAL E
<br />NOTE : localized Finished 6radiny to be camp/e led by R/d9.
<br />CanYracl`0r affer dwe/11n9 As e0176-1r,10ed
<br />NorFs:
<br />1. A grading permit shall be secured by the Developer from the San Joaquin
<br />County Building Inspection Division.
<br />2 -A -11 -lots having a_. -fill of_6_inches. or greater shal l _be compacted Aa- 90X_
<br />R.C. and tested by the Soils Engineer.
<br />3. The Contractor shall coordinate his work with the Soils Engineer to insure
<br />adequate compaction tests are taken. The costs of retests shall be borne
<br />by the Contractor. The Soils Engineer is J. H. Kleinfelder and
<br />Associates.
<br />4. Contractor shall submit compaction tests for all lots exceeding 6 inches
<br />of fill to San Joaquin County Building Inspection Department.
<br />S. All earthwork, building pad grading and other construction to be done, as
<br />shown on these plans, shall be done in accordance with the geotechnical
<br />investigation report by J. H. Kleinfelder' and Associates for the proposed
<br />subdivision, dated MRY3 , 1989, file no. IO -3230-0(.
<br />6. All lot drainage shall be contained on the lot and drained to street.
<br />7. All subdivision grading shall conform to U.B.C. Section 7014 (C).
<br />8. Estimated earthwork is for the engineer's use only. Contractor shall complete
<br />his own volumes and prepare lump sun bid.
<br />9. The top foot of lot fill shall be equivalent in composition to native material.
<br />STREET 10. Exist rail road ballast may be mixed with earth, compacted to 90% R. C. and used
<br />as fill to 18 inches below finish grade.
<br />11. Remove all trees.
<br />12. A building permit from the San Joaquin County Building Inspection
<br />Department shall be obtained by the Developer for the construction
<br />of the masonary wall.
<br />GRADING PLAN
<br />PREPARED FOR : TOMY SQUARE 455OC/47,5S
<br />�- P 0. BOX /066
<br />W0003RID64r, C4, '79258-1066
<br />"TOWN
<br />SQUARE 11
<br />SHEET O OF (d )
<br />JOB No. 8941 �J
<br />FILE
<br />N0. � - 924
<br />
|