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<br />96.7 b to
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<br />InstaPiIO"Rgtalnln�
<br />NO. DATE REVISIONS
<br />I III/ao/gi /�s gai/f
<br />96.4
<br />HRev/ igb3
<br />33
<br />0
<br />0 LP.. 6.
<br />�h, 0 W m� 3
<br />q I
<br />"1 p. Bo�W) ti, qb� oh 31
<br />5.0 OW 96.3
<br />w i
<br />I.L I.m0,Lp �30
<br />w, �
<br />M,
<br />Redwood or Pressure
<br />Tr�afor/ 2X/2 s -
<br />6-•-16dnails
<br />each post
<br />Set Fosfs I ;'
<br />4 ' /naX
<br />or treated Doug. Fir
<br />Every other post shall
<br />be 4"X4"X 10'fence,005t. EARTHWORK VOLUMES
<br />Y°rle
<br />9 -IO Roadway Excavation 2,100 C.Y.
<br />Lot Excavation 550 C.Y.
<br />2,650 C.Y.
<br />irvI751110n 70 CuW
<br />Net Material Available
<br />(After Shrinkage) 2,250 C.V.
<br />Lot Fill Required 10,950 C.Y.
<br />Import Required (Compacted) 6,700 C.Y.
<br />L FGLrND
<br />11- EXIST/NG GROUND EIfI697/ON
<br />r '� 0VV' ?, i Vgb �
<br />I�
<br />RETAINING WALL
<br />80W 9722
<br />PROPOSED BAG,f( OF f0/9L K EL E!/A7/ON
<br />°� m
<br />,Max. - Zp'
<br />D
<br />97. 1�
<br />BUILD/NG PAD IFIL -11,47147N (Minimum)
<br />�b
<br />See also Section -D
<br />1
<br />916.3
<br />FINISNED GRADE ELEI/Ar/0N (101121m4m)
<br />7a�1 I nonexpansive soil, having a maximum plasticity index of 8, and ayminimum
<br />B v R -value of 40.
<br />o)h 5. Engineered fill (building pad and roadway subgrade) shall be placed in 8
<br />yo q Q inch maximum lifts, and compacted to a minimum of 90% of the maximum dry
<br />2 density.
<br />0 o q5 SOW. LfL6j 06.5 6. The Contractor shall coordinate his work with Kleinfelder, Inc. to
<br />I� Y insure that adequate compaction tests are taken. The costs of re -tests
<br />J shall be borne by the Contractor.
<br />p uh hb• hb, y, 7. The Contractor shall submit the results of compaction tests for all
<br />ebb building pad fill exceeding 6 inch depth
<br />Building Inspection Department. to the San Joaquin County
<br />8
<br />I 3 I I 26 /�
<br />U /�1 B. All subdivision grading shall conform to U.B.C. (1988) Chapter 29 and
<br />96.7
<br />1 70.
<br />hp ap.
<br />319--col1137 IF) 1> 9. Total length of retaining wall is 1,076 L.F., including wingwalls.
<br />BYDESIGN SFP DRAWN BY Prepared for : LOCKEr-ORD RANCN L.P.
<br />BSP-J-=���� % Andy Geoodn
<br />2363 Moggio Clrcie,
<br />SUBMITTED BY Lodi, Ca. 95240
<br />R.C.E. QZ 76¢ DATE
<br />� aRANDI RD.
<br />fr/lE • ,,
<br />h1
<br />v1c1N1tr AAAA
<br />BAUMBACH & PIAZZA
<br />CIVIL ENGINEERS
<br />SURVEYORS
<br />323 W. ELM ST. LOD1, CALIF.
<br />95240 PH: 209-388-8818
<br />:�c ti
<br />,
<br />_11009/
<br />6RRDIJV6 PLRN
<br />/824/ N JACK TONE ROAD
<br />LOCKEFORD, CALIF. 95237
<br />A. P. Al 051- 310 -13
<br />_-F-1N-1 fW-V - _ L.07 _ 6-R.4DIN6
<br />NO CCALE
<br />Narb : lacaiized Finished 6r'adiny fa be eompieted by 9/d9.
<br />CO//ir BCtar' offer• drve&I70 is eOR01ucXed.
<br />WfA
<br />A
<br />15'
<br />L0t9Grade
<br />!�
<br />2 Lot 11 Grade
<br />EXifi. 6rnd.T
<br />SECTION R-4
<br />_
<br />N0 CCA! E
<br />G
<br />4 FC PION B -B
<br />NO SCAL E
<br />EXiS� Grnd.
<br />EXII
<br />.;
<br />4, t
<br />07 AAD
<br />ZOr PAD
<br />sECrION c -c
<br />NO SCAZE-
<br />Finish Grade - Lot Pad
<br />0
<br />SECTION D -D
<br />No Scale - See a/5o"Retaininy Wall 'cletail
<br />I/ L 0 C X I- F 0 R D R R lV C Al J/ SHEET LO OF 1Q
<br />SUBDIVISION IMPR0VEMEW rS JOB No. q10/09
<br />FILE
<br />N0. C
<br />Iqb 29
<br />qb
<br />L�
<br />I
<br />q0 1 0
<br />Grading Notes:
<br />I�
<br />I.
<br />A grading permit shall
<br />be secured by the Contractor from the San Joaquin
<br />County Building Inspection
<br />Division.
<br />Qq6.3
<br />I
<br />I
<br />2.
<br />The cost of the grading
<br />extra.
<br />permit shall be reimbursed by the Owner as an
<br />^ 2 8 q
<br />�
<br />c
<br />3.
<br />All earthwork, grading
<br />done in accordance with
<br />and other construction per these plans shall be
<br />the Geotechnical
<br />h q6•Q
<br />1
<br />96.5
<br />nhl. 0+1
<br />Ranch" by Kleinfelder,
<br />Report prepared for "Lockeford
<br />.�
<br />8 ��'
<br />4
<br />Inc., their file number 20-2182-28, dated
<br />September 21, 1990.
<br />4.
<br />Import material will be
<br />required. Import fill shall be granular
<br />7a�1 I nonexpansive soil, having a maximum plasticity index of 8, and ayminimum
<br />B v R -value of 40.
<br />o)h 5. Engineered fill (building pad and roadway subgrade) shall be placed in 8
<br />yo q Q inch maximum lifts, and compacted to a minimum of 90% of the maximum dry
<br />2 density.
<br />0 o q5 SOW. LfL6j 06.5 6. The Contractor shall coordinate his work with Kleinfelder, Inc. to
<br />I� Y insure that adequate compaction tests are taken. The costs of re -tests
<br />J shall be borne by the Contractor.
<br />p uh hb• hb, y, 7. The Contractor shall submit the results of compaction tests for all
<br />ebb building pad fill exceeding 6 inch depth
<br />Building Inspection Department. to the San Joaquin County
<br />8
<br />I 3 I I 26 /�
<br />U /�1 B. All subdivision grading shall conform to U.B.C. (1988) Chapter 29 and
<br />96.7
<br />1 70.
<br />hp ap.
<br />319--col1137 IF) 1> 9. Total length of retaining wall is 1,076 L.F., including wingwalls.
<br />BYDESIGN SFP DRAWN BY Prepared for : LOCKEr-ORD RANCN L.P.
<br />BSP-J-=���� % Andy Geoodn
<br />2363 Moggio Clrcie,
<br />SUBMITTED BY Lodi, Ca. 95240
<br />R.C.E. QZ 76¢ DATE
<br />� aRANDI RD.
<br />fr/lE • ,,
<br />h1
<br />v1c1N1tr AAAA
<br />BAUMBACH & PIAZZA
<br />CIVIL ENGINEERS
<br />SURVEYORS
<br />323 W. ELM ST. LOD1, CALIF.
<br />95240 PH: 209-388-8818
<br />:�c ti
<br />,
<br />_11009/
<br />6RRDIJV6 PLRN
<br />/824/ N JACK TONE ROAD
<br />LOCKEFORD, CALIF. 95237
<br />A. P. Al 051- 310 -13
<br />_-F-1N-1 fW-V - _ L.07 _ 6-R.4DIN6
<br />NO CCALE
<br />Narb : lacaiized Finished 6r'adiny fa be eompieted by 9/d9.
<br />CO//ir BCtar' offer• drve&I70 is eOR01ucXed.
<br />WfA
<br />A
<br />15'
<br />L0t9Grade
<br />!�
<br />2 Lot 11 Grade
<br />EXifi. 6rnd.T
<br />SECTION R-4
<br />_
<br />N0 CCA! E
<br />G
<br />4 FC PION B -B
<br />NO SCAL E
<br />EXiS� Grnd.
<br />EXII
<br />.;
<br />4, t
<br />07 AAD
<br />ZOr PAD
<br />sECrION c -c
<br />NO SCAZE-
<br />Finish Grade - Lot Pad
<br />0
<br />SECTION D -D
<br />No Scale - See a/5o"Retaininy Wall 'cletail
<br />I/ L 0 C X I- F 0 R D R R lV C Al J/ SHEET LO OF 1Q
<br />SUBDIVISION IMPR0VEMEW rS JOB No. q10/09
<br />FILE
<br />N0. C
<br />
|