|
F
<br />1
<br />Grading Notes:
<br />1. A grad ii,q permit shall be secured by the Contractor from the San Joaquin
<br />County Building Inspection Division.
<br />2. The cost of the grading permit shall be reimbursed by the Owner as an
<br />extra.
<br />5. All earthwork, grading and other construction per these plans shall be
<br />done in accordance with the Geotechnical Report prepared for "TESSIE
<br />ESTATES" by Kleinfelder, Inc., their file number 20-1182-17. dated
<br />September 21, 1990.
<br />4. Import material will be required. Import fill shall be granular,
<br />nonexpansive soil, having a maximum plasticity index of 8, and a minimum
<br />R -value of 40. CONTRACTOR SHALL HAV£ IMPORT MVERINL TESTED BY AWIN1£1DER, INC. PRIDRTO PINCfMLNT.
<br />5. Engineered fill (building pad and roadway subgrade) shall be placed in 8
<br />inch maximum lifts, and compacted to a minimum of 90% of the maximum dry
<br />density.
<br />6. The Contractor shall coordinate his work with Kleinfelder, Inc. to
<br />insure that adequate compaction tests are taken. The costs of re -tests
<br />shall be borne by the Contractor.
<br />7. The Contractor shall submit the results of compaction tests for all
<br />building pad fill exceeding 6 inch depth to the San Joaquin County
<br />Building Inspection Department.
<br />\ B. All subdivision grading shall conform to U.B.C. (1988) Chapter 29 and
<br />70.
<br />Total length of retaining wall is 811 L.F., including wingwalls.
<br />111C11V / 7Y 104P
<br />NO S CAP-
<br />IN6TAVvpI)iv IF
<br />RET.
<br />30"
<br />97,31'
<br />97.26 6
<br />96,71
<br />"
<br />12" --48
<br />--
<br />7,z6 24rr
<br />90 /54
<br />TRRN�NTIDNII
<br />� I
<br />WSTALL 158 LF- Ij RET,41101(; 441'-L
<br />7FA -G _11N1 i1*,Q l07 GRADING
<br />NO ie -#L F
<br />NO ,E : LO Finished 6nediny to be completed 4p #Iaep
<br />%Genlire aer%ifier 4'Me&,?O is consIructed
<br />12 4104 97.12 97.00 9 OP 4 / `' 99.51 4 . 100. 99,36
<br />h 9 ti 97 60 S99A8 9.s3
<br />9
<br />qq/ �• 42 K qq3 qq� �II9 24' �0
<br />Exist House 10 ,02 n 1ib�O � � ! wq�. , yo \
<br />G 0 .13 FIR U )!PERS F I9,
<br />r- 98,42 00,22 100.52 I 76
<br />" I 9 0 �� 100. 80\�
<br />96 7 97.11 99.6 100.23 100,18 9 9 'Pad 99 9 99,2 98 9,06 \� `�� \ EARTE]lYORK VOLUPIFS
<br />0.38 99. Pad 99.g\�+��\♦
<br />�.
<br />6,1 96.27 24 �¢ 3 100.66 4 qop ` Bow `rte \ \ Roadway Excavation
<br />0104 IO' \�, \ Lot Excavation
<br />o Q +PpCy 99,2 Pad , dad 49-x-0 �� 99.3 qd �' �, �J� V 'pP Pond I3xcavation
<br />26 z' / �, s�� v
<br />5 21 22 23 Q 98, 2 Cl
<br />F- q1q o� �!F\ / ��;10
<br />C� v / I 0 7 / _ yv " \ �P� �\ Net Material Available
<br />8 \ Dr I JI 97 O� / 100,1 1 0, 99,51 8.60 9g, 98,09 i \ (After Shrinkage)
<br />qq o �_ J 99.2 tp P. �.E 99.25 PS\\
<br />0 12 ter' --� O O�
<br />97 9 96.60 96.7 9 .88 -- N 98,17 / �1 'I �7,7 47. B W 2 ec Lot Fill Required
<br />_- �e �''-5 F'%$; _ _ y>✓ N -� -J EX. 4N£D TO � h" Oow
<br />9 27 ��,,�o� �� _ °�. B°mss, �y 9982 B£ REMOYEp MobileHomG, 00,1 5 \ •/ �o PSS \\� Roadway Fill Required
<br />_J Gq, Pad \ Total Pill
<br />4
<br />96,6 24"
<br />36"
<br />96,64 1 N 9r Rw All, y L f
<br />RE
<br />24"
<br />95.8 30"
<br />9 6 . 9 13
<br />36" 96.13 21' 9 ��
<br />0' P. U E _ e°9�> �p 00.29 100,42 100.50 2 9.05 I i� 2�, f G "a ' ' r \\ Import (Compacted)
<br />Required Co
<br />'z0 ms's eo QB 1 q ( mP
<br />s° / �� -Cly 9 \ 97,8 1 98.21 (:)V--9 ,14 97,62
<br />6
<br />99.37 9 ,9E� 98,3 \v \ U m / `17.51 PRt
<br />99.92 100,24 oO 0��P01Nr B4 \
<br />97,51 98, � � -1 O � q
<br />4
<br />96,48 96,45 96.75 97,24 ✓ 4�q0� �ll� \ , �� Q U � 1 98.11 qy F • ro0,23 fc
<br />96,47 � z- D P.IJ.E .-> `z"so e \ \'_ll 9 / I 6 p�B4O, q1 oy� CI -1 c EJ Oow R
<br />�" r
<br />sPoaul:: 98I` ,17 98�m.1A7 yo: 94,1 /SP.�ord U�c
<br />7.85
<br />90
<br />\596'but-
<br />cyo
<br />J BrR
<br />looi9
<br />: 9,57
<br />Litq-V 9757
<br />6.54 3 9 .82 98,71 0`��997.8
<br />96.29 .I97,342 96.777 EO q8.0' W E 9 3 1J Fc Re
<br />��c cG - \99,6
<br />.83 2 PR 81 !p -,Bo298,01 4
<br />97 eoww \\
<br />\ \
<br />15
<br />i 7�•3 /0 O \ 97.40 97,24 \ '� RP, ` 15 85 - 97,76 ls„ gO �� -'`' 9 \
<br />96J5 I 97,02 97.31 1 ' X97,94 en' oy 97.73 9823 ova.R \
<br />96 5 96,58 1 1 o� S A\ '�a ilip
<br />012'.
<br />9674 �I 1 B °. / S a1 1 p h, u. sa a0o� 9 \ �•1, / ,
<br />.4 \ / �y \q6� -- 3 + 4 99.30 \
<br />} , 9.y o O / / l A/ 98,29 �� eo \ \% \
<br />b F.,. A� O� 9 6 97,8 N a° �_,�• �a otl q�� ambo ��qqP op \ ?'Ps
<br />6,41 a v' 97,00 I o - 0 4 0'� ! 4�' r\\ 2r
<br />5,43 96.50 �" 96.58 \ 8 ,28/ j I 97,21 /1 98.29 E �e � 98.40 98.27 P 98.65 .�$
<br />q 96.52 , 01 '' �. '1 � ad , 13 ; �1 // L , N BgFs n
<br />96,86 e �.? \ a�'� - � �. ya i "`'19901� PQG 1 2 � / �IbF•cQiN�,�_';\, 99. ��Iol�ow
<br />ggOQ G' 18 �4 ao °� ao / 1 6 / / • 0 / 28-5' Pad 11 I I I I . X98,41 \...\. 99.75
<br />1 Pcld 98 / ��A 8 PrJd 0 98,31 9 990/ kg cg I 4 \
<br />iq. Pqr �_ �� 98,15 98 98.27 9�•B 9�'POd PG7 .1 tt� Pad
<br />�% �. s �� s
<br />\ 96.45 1 / 97.06 \ 97.14 97,03 9 Gr I J"J•97 _ p0
<br />97. 5 96. 2 96.5 17 9 7 97,65 / / 98,26 9 .62 �g • 9,07 gg I 98,55 9 :74 \
<br />4' 1 �� e - --� 1 9.83
<br />- �'
<br />73
<br />9 5 )G!ra' i'!-•3 ti sIµ a �' � �, I / __J
<br />24 h 18 4 a 4 �c, qah �B, n� �. o! 9Bs �� 993
<br />qqh c O 9 9-T 97.61 97.40 97,94 c, 98.07 98,33 "� N; 98,41 F 9 99 F c 100,41 0 '
<br />9 8 �� 97.00 98 qQ 67 99,03 c 98,92 6 98,14 98,64 912 _sy Ro
<br />36" 6,89 g' _ _ - \
<br />96.9 4 q~o 96,97 97.69 =' 97,90 q9 98,04 97,93 98.38 9839 98.93 99.29 99.91 100,86
<br />0 98.15 98.29 98,69 98,84 98,95 98,90 98,93 100,30
<br />96,39 qq 04 L CI E N D Rlwvz PTA/NIN67WALL r` `»
<br />2,400 C.Y.
<br />660 C.Y.
<br />3,200 C.Y.
<br />6,260 -C. Y.
<br />5,130 C.Y.
<br />8,290 C.Y.
<br />280 C.Y.
<br />8,570 C.Y.
<br />3,440 C.Y.
<br />96.97 EX/ST /N0 GROUND ELEVATION
<br />3-16dna616
<br />Redwood or Pressure Treated2"x12"
<br />each. zlx/Z"
<br />The 3rd 2"x12'(Top) only where
<br />E.0 .
<br />FINISH GRADE-
<br />necessary
<br />LOTPA-D
<br />SC.
<br />BEGIN CURVE
<br />10'
<br />- -
<br />-
<br />ECR
<br />END CURS RETURN
<br />99.5 FINISHED GRADE ELEVATION (MINIMUM)
<br />QC.R.
<br />DEG/NCURBRETURN
<br />FG
<br />PR.C.
<br />POINT OF REVERSE CURVE
<br />EXIST -- =
<br />a
<br />s-- -�_ = ' - - _
<br />- _--_-_c • _
<br />H.P HIG14 POINT
<br />GROUND
<br />A.
<br />Y '.
<br />I
<br />'� >• '•
<br />s30 min•
<br />�
<br />4 MAX
<br />INGWALL
<br />REVISIONSY
<br />�
<br />DESIGN DRAWN BY
<br />TRANSITION TO
<br />BAUMBACH & PIAZZA
<br />EXIST GROUND
<br />TESSIE ESTATES
<br />RETAINING
<br />WALL
<br />MAX. HEIGHT
<br />= 3.D'
<br />12 4104 97.12 97.00 9 OP 4 / `' 99.51 4 . 100. 99,36
<br />h 9 ti 97 60 S99A8 9.s3
<br />9
<br />qq/ �• 42 K qq3 qq� �II9 24' �0
<br />Exist House 10 ,02 n 1ib�O � � ! wq�. , yo \
<br />G 0 .13 FIR U )!PERS F I9,
<br />r- 98,42 00,22 100.52 I 76
<br />" I 9 0 �� 100. 80\�
<br />96 7 97.11 99.6 100.23 100,18 9 9 'Pad 99 9 99,2 98 9,06 \� `�� \ EARTE]lYORK VOLUPIFS
<br />0.38 99. Pad 99.g\�+��\♦
<br />�.
<br />6,1 96.27 24 �¢ 3 100.66 4 qop ` Bow `rte \ \ Roadway Excavation
<br />0104 IO' \�, \ Lot Excavation
<br />o Q +PpCy 99,2 Pad , dad 49-x-0 �� 99.3 qd �' �, �J� V 'pP Pond I3xcavation
<br />26 z' / �, s�� v
<br />5 21 22 23 Q 98, 2 Cl
<br />F- q1q o� �!F\ / ��;10
<br />C� v / I 0 7 / _ yv " \ �P� �\ Net Material Available
<br />8 \ Dr I JI 97 O� / 100,1 1 0, 99,51 8.60 9g, 98,09 i \ (After Shrinkage)
<br />qq o �_ J 99.2 tp P. �.E 99.25 PS\\
<br />0 12 ter' --� O O�
<br />97 9 96.60 96.7 9 .88 -- N 98,17 / �1 'I �7,7 47. B W 2 ec Lot Fill Required
<br />_- �e �''-5 F'%$; _ _ y>✓ N -� -J EX. 4N£D TO � h" Oow
<br />9 27 ��,,�o� �� _ °�. B°mss, �y 9982 B£ REMOYEp MobileHomG, 00,1 5 \ •/ �o PSS \\� Roadway Fill Required
<br />_J Gq, Pad \ Total Pill
<br />4
<br />96,6 24"
<br />36"
<br />96,64 1 N 9r Rw All, y L f
<br />RE
<br />24"
<br />95.8 30"
<br />9 6 . 9 13
<br />36" 96.13 21' 9 ��
<br />0' P. U E _ e°9�> �p 00.29 100,42 100.50 2 9.05 I i� 2�, f G "a ' ' r \\ Import (Compacted)
<br />Required Co
<br />'z0 ms's eo QB 1 q ( mP
<br />s° / �� -Cly 9 \ 97,8 1 98.21 (:)V--9 ,14 97,62
<br />6
<br />99.37 9 ,9E� 98,3 \v \ U m / `17.51 PRt
<br />99.92 100,24 oO 0��P01Nr B4 \
<br />97,51 98, � � -1 O � q
<br />4
<br />96,48 96,45 96.75 97,24 ✓ 4�q0� �ll� \ , �� Q U � 1 98.11 qy F • ro0,23 fc
<br />96,47 � z- D P.IJ.E .-> `z"so e \ \'_ll 9 / I 6 p�B4O, q1 oy� CI -1 c EJ Oow R
<br />�" r
<br />sPoaul:: 98I` ,17 98�m.1A7 yo: 94,1 /SP.�ord U�c
<br />7.85
<br />90
<br />\596'but-
<br />cyo
<br />J BrR
<br />looi9
<br />: 9,57
<br />Litq-V 9757
<br />6.54 3 9 .82 98,71 0`��997.8
<br />96.29 .I97,342 96.777 EO q8.0' W E 9 3 1J Fc Re
<br />��c cG - \99,6
<br />.83 2 PR 81 !p -,Bo298,01 4
<br />97 eoww \\
<br />\ \
<br />15
<br />i 7�•3 /0 O \ 97.40 97,24 \ '� RP, ` 15 85 - 97,76 ls„ gO �� -'`' 9 \
<br />96J5 I 97,02 97.31 1 ' X97,94 en' oy 97.73 9823 ova.R \
<br />96 5 96,58 1 1 o� S A\ '�a ilip
<br />012'.
<br />9674 �I 1 B °. / S a1 1 p h, u. sa a0o� 9 \ �•1, / ,
<br />.4 \ / �y \q6� -- 3 + 4 99.30 \
<br />} , 9.y o O / / l A/ 98,29 �� eo \ \% \
<br />b F.,. A� O� 9 6 97,8 N a° �_,�• �a otl q�� ambo ��qqP op \ ?'Ps
<br />6,41 a v' 97,00 I o - 0 4 0'� ! 4�' r\\ 2r
<br />5,43 96.50 �" 96.58 \ 8 ,28/ j I 97,21 /1 98.29 E �e � 98.40 98.27 P 98.65 .�$
<br />q 96.52 , 01 '' �. '1 � ad , 13 ; �1 // L , N BgFs n
<br />96,86 e �.? \ a�'� - � �. ya i "`'19901� PQG 1 2 � / �IbF•cQiN�,�_';\, 99. ��Iol�ow
<br />ggOQ G' 18 �4 ao °� ao / 1 6 / / • 0 / 28-5' Pad 11 I I I I . X98,41 \...\. 99.75
<br />1 Pcld 98 / ��A 8 PrJd 0 98,31 9 990/ kg cg I 4 \
<br />iq. Pqr �_ �� 98,15 98 98.27 9�•B 9�'POd PG7 .1 tt� Pad
<br />�% �. s �� s
<br />\ 96.45 1 / 97.06 \ 97.14 97,03 9 Gr I J"J•97 _ p0
<br />97. 5 96. 2 96.5 17 9 7 97,65 / / 98,26 9 .62 �g • 9,07 gg I 98,55 9 :74 \
<br />4' 1 �� e - --� 1 9.83
<br />- �'
<br />73
<br />9 5 )G!ra' i'!-•3 ti sIµ a �' � �, I / __J
<br />24 h 18 4 a 4 �c, qah �B, n� �. o! 9Bs �� 993
<br />qqh c O 9 9-T 97.61 97.40 97,94 c, 98.07 98,33 "� N; 98,41 F 9 99 F c 100,41 0 '
<br />9 8 �� 97.00 98 qQ 67 99,03 c 98,92 6 98,14 98,64 912 _sy Ro
<br />36" 6,89 g' _ _ - \
<br />96.9 4 q~o 96,97 97.69 =' 97,90 q9 98,04 97,93 98.38 9839 98.93 99.29 99.91 100,86
<br />0 98.15 98.29 98,69 98,84 98,95 98,90 98,93 100,30
<br />96,39 qq 04 L CI E N D Rlwvz PTA/NIN67WALL r` `»
<br />2,400 C.Y.
<br />660 C.Y.
<br />3,200 C.Y.
<br />6,260 -C. Y.
<br />5,130 C.Y.
<br />8,290 C.Y.
<br />280 C.Y.
<br />8,570 C.Y.
<br />3,440 C.Y.
<br />96.97 EX/ST /N0 GROUND ELEVATION
<br />L.P.
<br />LOW PONT
<br />98.37
<br />BOW PROPOSED BACK OF WALK ELEVATION
<br />E.0 .
<br />END CURVE
<br />SC.
<br />BEGIN CURVE
<br />99.2 Pad BUILDING PAD ELEVATION (MINIMUM)
<br />ECR
<br />END CURS RETURN
<br />99.5 FINISHED GRADE ELEVATION (MINIMUM)
<br />QC.R.
<br />DEG/NCURBRETURN
<br />FG
<br />PR.C.
<br />POINT OF REVERSE CURVE
<br />H.P HIG14 POINT
<br />9TOP OF R£TNINING WNLZ - ELEVATION (MIN)
<br />NO.
<br />DATE
<br />REVISIONSY
<br />DESIGN DRAWN BY
<br />BAUMBACH & PIAZZA
<br />GRADING PLAN
<br />A.P.N•: 019 - ObO-28
<br />TESSIE ESTATES
<br />SHEET II OF II
<br />CIVIL ENGINEERS
<br />JOB No. Oj004
<br />SURVEYORS
<br />SITUS ADDRESS: 19111 N. TULLYRD.
<br />SUBDIVISION IMPROVEMENTS
<br />SUBMITTED BY
<br />„-
<br />323 W.EL
<br />95240 PN 209 368-BBIB
<br />LOMEFORD, CA. 95231
<br />NO. 6-973
<br />R.C.E. DATE
<br />.r(4 -z82?
<br />
|