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PROPOSED PHAS
<br />NOTE.-
<br />WALL CONTRACTOR SHALL SUBMIT
<br />STRUCTURAL CALCS AND DETAILS
<br />TO 774E BUILDING DEPARTMENT FOR
<br />APPROVAL PRIOR TO CONSTRUCTION OF WALLS.
<br />E 1
<br />INSTALL 698 LF 6' HT MASONRY WALL
<br />Qv ee
<br />(1'• `( . (,' Z A [U..tivQ:, D i12k Q a vQ
<br />L` 9
<br />, a
<br />'rr
<br />I
<br />, 1
<br />68 67 66 65 64 63 62 f i
<br />71 70 69 877 87.5 87.4 87.4 87.5 87.7 87.9 c_; 187.f i
<br />r r,: �, 873
<br />88.6 88.4 88.0 _
<br />10' P U E
<br />a m
<br />i a
<br />.0025 16+00 i tt/p ;a,c ;,, 7 ,N
<br />-
<br />0025, zoe
<br />-031 R - r -- * - --
<br />X000 -� - + ,.i-- .
<br />>.00ssa oo NTE VISTA DRIVE
<br />1
<br />1+00
<br />_ ��
<br />+ 002
<br />�x---
<br />.0025
<br />• 10
<br />7ti' J
<br />. , -� yc, _ ��..� �i � �l ak ,
<br />01
<br />90 99
<br />51 n.� q
<br />P I'
<br />4-
<br />I vn
<br />89 87.0
<br />72 D33 -
<br />87.9 �� ;�
<br />87.8 0 .e o a'
<br />4+.'ee:" I
<br />86.28
<br />86,32
<br />91 ' X00__'
<br />a" 88 5, 87.4 o' , r8 .
<br />73 6 . < --' I
<br />�,' :y p� y mac,>' �-
<br />ti 88.0 h l,, -
<br />.rT `L �}Qi -1
<br />�A c. �r'
<br />g y -° 92 g� 101 ' 4,
<br />61
<br />74�Q: 87 0 876 876
<br />� ti,,
<br />88.4 `"
<br />�^ .: 2 :. ..i
<br />ti 88..2
<br />y.
<br />' t
<br />a'
<br />86.66 mW
<br />86 93 a 402°
<br />"87.8th
<br />75 F
<br />r
<br />- - -- ---
<br />ti 88.2
<br />It 1
<br />68
<br />86.66
<br />103
<br />85 94 - �;
<br />76 88.5 ti 88.0 � o ', `. Lao '� 00 . 00, �p
<br />Ulf
<br />88.2 I Q yI
<br />$ 111 � 86, 19
<br />112 3
<br />�• 95 87.
<br />77 h
<br />Q: 'u 84 104
<br />• <
<br />88 2
<br />86.32 864 8639
<br />$� 110
<br />; 4i 0�•
<br />83 96 a 875 + <�<
<br />g g � 105 D/ 2 0
<br />78 t 88.1 88.4 N o �1 00 87.3
<br />87.8 �6 0 88.4 g
<br />8IJ. 60
<br />86,15
<br />N,
<br />79 97 106 109 114
<br />82
<br />B.J.
<br />�
<br />6 87.6 88.0 6 88.6 1 87.7
<br />88.6
<br />85. dl�97 86.81 86.81
<br />I q
<br />115 ��
<br />87.7
<br />80 81 98 107 4 08
<br />.
<br />a . 87.2 ' 87.8 88.2 J88.2187.5
<br />10' P.U.E. j °
<br />86.41 ab
<br />0025 2 j0025 0025 1 . +aszz %
<br />ice- -2 - - -_ - + m 00-- - - -
<br />+00 .0025 it+oo l rz+00 ;002513+00 +oo is+00y r6+00 n+00 ie 00 .004 Q
<br />10' P.UE,
<br />b
<br />6
<br />125 124 123 122 121 120 119 118 117 116
<br />y 87.9 88.0 88.0 88.2 88.5 88.5 88.5 88.3 88.11 F8-7.71 SCALE
<br />h h g y 4j�
<br />jL
<br />,a
<br />3J Oia
<br />APPROVED BY:
<br />LINDEN COUNTY WATER DISTRICT
<br />9-
<br />GEN AL MANAGER DATE:
<br />LINDEN COUNTY WATER DISTRICT
<br />GRADING PLAN
<br />FLOR RANCH
<br />UNIT NO.2
<br />LINDEN CALIFORNIA
<br />EXISTING PHASE 1
<br />,o
<br />Y
<br />GRAD/NG LEGEND
<br />EXISTING PROPOSED
<br />GRADING TAGS
<br />,}�ij yy yy� yy yy
<br />f A_/ o'{ /`r nn.nll/ X11
<br />�'' L C OTj r i XI Xr'.;r XXX XX.X
<br />+_:-_ - ----- A ✓ i KICK OF LOT ELEVATION _ _
<br />35 5 �= 0025 r + - ?
<br />LOT LINE ELEVATION ELEV TC ELEV TC
<br />-- --
<br />_.- } 102„ a. rrxscs .__...._.
<br />r
<br />v
<br />34 d
<br />2 f10r 1 1 -1
<br />C - r GRADING STRIP
<br />LOT LINE
<br />Ifl%,V�
<br />186
<br />'f
<br />f I `^ MASONRY WALL
<br />RETAINING WALL
<br />i
<br />4 <�
<br />J.
<br />BARRICADE
<br />i
<br />01
<br />HATCHING ON GRADING STRIP TO BE .5 THE DRAWING SCALE (20 SCALE TIP.)
<br />f,)I
<br />� I� r- v
<br />u -.
<br />? r
<br />itr
<br />X80 5 �i v - ,,,I
<br />i ,F
<br />(i
<br />i,
<br />C.-�
<br />86.41\V o ii�q
<br />REAR LOT LINE
<br />1'
<br />BUILDING SET BACK LINE /
<br />" J
<br />_.i
<br />it f; ,' ti,FRONT LOT LINE BUILDINGS
<br />PAD
<br />/r /1iJ/ li
<br /><
<br />11pit
<br />�I I c; "?p CURB, GUTTER & SIDEWALK
<br />FINISH LOT GRADING TO BE DONE BY
<br />HOUSE BUILDER, WITH HOME CONSTRUC77ON
<br />LOT GRADING DETAIL
<br />") N.T.S.
<br />87
<br />F6.3'
<br />1" = 60'
<br />REVISIONS
<br />'TIONS
<br />I� J '
<br />�y
<br />NOTE.'
<br />r'� �<cl�l l ISI 'i ��,<<� `b �(r'' /; PLACE 1'-0' FILL (COMPACTED
<br />� � THICKNESS) AT BUILDING PADS.
<br />SCARIFY AND RECOMPACT EXISTING GRADE
<br />TO 9OX COMPACTION. FILL IN 6" LAYERS
<br />� k 1 � AND COMPACTION. (WHEN LOTS ARE DEVELOPED)
<br />r
<br />41
<br />7 Pt
<br />ll
<br />J u
<br />j ,'l
<br />'�<\ 1.5 MIN.
<br />PAD
<br />r5
<br />rill! gamin
<br />I'v Lu -G----- `-- '�-'89. 91
<br />�� j
<br />LESS THAN 12"
<br />BACK LOT GRADING
<br />h v h1 NOTES:
<br />fit
<br />i/ (/ � ' r �I (, P" 1. ALL GRADING SHALL COMPLY WITH 1997 U.B.C. CHAPTER 18
<br />I r� AND APPENDIX CHAPTER 33.
<br />, ve,
<br />2. NO SLOPE SHALL BE STEEPER THAN 2 HOR. TO 1 VERT.
<br />- 3. REFER TO GEOLOGICAL INVESTIGATION REPORT BY
<br />r a7
<br />KLEINFELDER, INC. (12116198) TO DETERMINE LOT GRADING,
<br />SITE PREPARATION AND FOUNDATION RECOMMENDATIONIf.
<br />I r ll
<br />fill
<br />�I!�rni 1 ZI it Iii ' I�✓!/. �; C✓,'i q yy? .,a' Vy'
<br />1 od" e'0
<br />� j
<br />Em Whwhmq ha
<br />. PLANNING • ENGINEERING a SURVEYING
<br />322 Sun West Place a Manteca, Callfomis 95337
<br />12091239.6229 FAX 12091239.8839
<br />JOB
<br />NO. 98105
<br />DATE
<br />APRIL, 2000
<br />SCALE AS SHOWN
<br />u; >
<br />If
<br />CK.
<br />v
<br />xxx� .xxx
<br />az�l
<br />�
<br />�a_a� 8f �i
<br />^�"' j b'�e
<br />SLOPE TAGS
<br />y�,r
<br />XXX
<br />.xIY/1
<br />_
<br />�-- ---
<br />PAD ELEVATION
<br />XX
<br />�'' L C OTj r i XI Xr'.;r XXX XX.X
<br />+_:-_ - ----- A ✓ i KICK OF LOT ELEVATION _ _
<br />35 5 �= 0025 r + - ?
<br />LOT LINE ELEVATION ELEV TC ELEV TC
<br />-- --
<br />_.- } 102„ a. rrxscs .__...._.
<br />r
<br />v
<br />34 d
<br />2 f10r 1 1 -1
<br />C - r GRADING STRIP
<br />LOT LINE
<br />Ifl%,V�
<br />186
<br />'f
<br />f I `^ MASONRY WALL
<br />RETAINING WALL
<br />i
<br />4 <�
<br />J.
<br />BARRICADE
<br />i
<br />01
<br />HATCHING ON GRADING STRIP TO BE .5 THE DRAWING SCALE (20 SCALE TIP.)
<br />f,)I
<br />� I� r- v
<br />u -.
<br />? r
<br />itr
<br />X80 5 �i v - ,,,I
<br />i ,F
<br />(i
<br />i,
<br />C.-�
<br />86.41\V o ii�q
<br />REAR LOT LINE
<br />1'
<br />BUILDING SET BACK LINE /
<br />" J
<br />_.i
<br />it f; ,' ti,FRONT LOT LINE BUILDINGS
<br />PAD
<br />/r /1iJ/ li
<br /><
<br />11pit
<br />�I I c; "?p CURB, GUTTER & SIDEWALK
<br />FINISH LOT GRADING TO BE DONE BY
<br />HOUSE BUILDER, WITH HOME CONSTRUC77ON
<br />LOT GRADING DETAIL
<br />") N.T.S.
<br />87
<br />F6.3'
<br />1" = 60'
<br />REVISIONS
<br />'TIONS
<br />I� J '
<br />�y
<br />NOTE.'
<br />r'� �<cl�l l ISI 'i ��,<<� `b �(r'' /; PLACE 1'-0' FILL (COMPACTED
<br />� � THICKNESS) AT BUILDING PADS.
<br />SCARIFY AND RECOMPACT EXISTING GRADE
<br />TO 9OX COMPACTION. FILL IN 6" LAYERS
<br />� k 1 � AND COMPACTION. (WHEN LOTS ARE DEVELOPED)
<br />r
<br />41
<br />7 Pt
<br />ll
<br />J u
<br />j ,'l
<br />'�<\ 1.5 MIN.
<br />PAD
<br />r5
<br />rill! gamin
<br />I'v Lu -G----- `-- '�-'89. 91
<br />�� j
<br />LESS THAN 12"
<br />BACK LOT GRADING
<br />h v h1 NOTES:
<br />fit
<br />i/ (/ � ' r �I (, P" 1. ALL GRADING SHALL COMPLY WITH 1997 U.B.C. CHAPTER 18
<br />I r� AND APPENDIX CHAPTER 33.
<br />, ve,
<br />2. NO SLOPE SHALL BE STEEPER THAN 2 HOR. TO 1 VERT.
<br />- 3. REFER TO GEOLOGICAL INVESTIGATION REPORT BY
<br />r a7
<br />KLEINFELDER, INC. (12116198) TO DETERMINE LOT GRADING,
<br />SITE PREPARATION AND FOUNDATION RECOMMENDATIONIf.
<br />I r ll
<br />fill
<br />�I!�rni 1 ZI it Iii ' I�✓!/. �; C✓,'i q yy? .,a' Vy'
<br />1 od" e'0
<br />� j
<br />Em Whwhmq ha
<br />. PLANNING • ENGINEERING a SURVEYING
<br />322 Sun West Place a Manteca, Callfomis 95337
<br />12091239.6229 FAX 12091239.8839
<br />JOB
<br />NO. 98105
<br />DATE
<br />APRIL, 2000
<br />SCALE AS SHOWN
<br />DR.
<br />BY PH/SS
<br />CK.
<br />BY ✓R
<br />FILE:
<br />J �
<br />1998 98105 UNIT2�05-gr0ddwq
<br />2
<br />COPYRIGHT© 2000 MCR ENGINEERING
<br />SHEET
<br />NUMBER
<br />5
<br />OF 13
<br />
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