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LEGEND
<br />Finished Back of Walk Elevation
<br />l - Finished Back of Lot Elevation
<br />Pad Elevation
<br />—/0/--- - Existing Ground GcnY'aur
<br />NOTE:
<br />Final lot grades may be adjusted in the field to
<br />halanre earthwork as directed by the Fnginecr.
<br />STREET
<br />ik
<br />TYPICAL LOT GRADING
<br />•' Top of Levee
<br />h'
<br />A
<br />W.
<br />rr / 11✓ 1,60" r � gyp.
<br />Zee 3Z .•>oP e, ,906/ �
<br />X.
<br />Oil AO.
<br />26'5 3Q y1 39
<br />� � o
<br />•off,
<br />ba' / rW° �g°r A0' AD' p06' J
<br />` N. 56/.6 '
<br />21kyb/AID �`" kiy ki' kd'' k6% ,tb= kt� k a �¢ ►D" . /4reo reserved far storm basin 77 ,
<br />6 895.3® b, b, 0
<br />roe yev c e �• a� v �1 1� �6 k�' �� kli �M 1,6 d' d ly A� �� al, yj6 y/6 Ip, rr� uIQ
<br />k\ /A Aa pl°' pl a�'
<br />36
<br />lSe, llr4 ,,113
<br />Eaz�Ai:�
<br />7977A7p 0\1�1p` A 1 Zt CZJ� Q� �^ 6,9 4/.7 �i InJ G
<br />4/7
<br />k�' 396 �9' ape 0 0 S e 0°• y 5r 1i 1 k oy��) %' v
<br />' , '� , bj Z, `Il D i AJ i �, 3: i 6, b
<br />>o ��� ° � � � o•�L 00 q sTON�y'` A°�� - ��°% AB
<br />b, 0, ry29Q Y/ °* • /?e S D "5D�d• —os—°
<br />A''F k0 a0 � 5N AD � 'h/---Y.,e �,, 16, •! °i o, °* Ai s �� 1, k ° BO $y'�?,
<br />/ \ / l
<br />0� - \... -_ �F .I Q, , Ai$,/ �! Ib� I I•ai14�1� I 1�� Ipi AOeO ,0 `�� ° / O<0•°,�'0 6 � OQt �0O OOW,^, �� _ �_ `• /
<br />\\, EC OBO �° � � , r'I.. 1 Bp iq • \' .l 3y 3ege`BO
<br />ai
<br />AllPIT
<br />ko
<br />—90
<br />l[
<br />\S oqj All
<br />I N O Ati a alk' %' le' I 6 rr
<br />90 V1 oti y .r aQ, �O a O� a AlI AD; al al kl
<br />i
<br />All/ 415 ah
<br />91
<br />kU
<br />�? o� a2' O Ago,
<br />AA
<br />,�`' H alk' � / a b a At' 6' ' ~ ° 6, a s , � % 16rAt'
<br />.kI) I Ali A� 11 At AI '� Imo— I� al % "off �bi r b, ale, �9 al% s ale• h
<br />�1aB e° B
<br />� 6/ 1' k k 1 e° l(1
<br />kA kl al A A°0 . p2 , A or h a I/ bi Z/ air a B�j/ al/ , e 3 �q,
<br />w.AIrc
<br />A� 0 A'2' A•fA .A / / b, 3 �i / 4i, t, .3/ r r Q•Z`I 6 1i°!R
<br />\9'1 tI` al' al AI al E`
<br />0 —_—� / t�2• t0, 15 '� Q + , ki
<br />O 0° IW
<br />key' ��• / 9i r O 3 0/BOW 3: o, 9p 6 ei ti f N nl b N 2
<br />al�Alpp.
<br />, `' �� 'r � — '' ° r ti al Alr a ply ��
<br />H V ay 6i t
<br />Ira
<br />v � A o'6 A2 � D
<br />y p a \ Q 41
<br />v v e p2. � , �
<br />Ci' N O
<br />N i moi' - q0 `\
<br />\• 1r t(1 a ° a
<br />/ Z 0 e/ Ir it
<br />/ ply e tl j
<br />apI Aa al
<br />o10� 9of6 p2 6� X096 N �` v
<br />p6Q.B \ �J r Zi 6/ AZ. b/ 28 k, ei u°a I 4 47 lif o
<br />F., m ati' ati�r Z°'tt1 le' a1 r �1
<br />9/
<br />a`%
<br />,�1"
<br />P' p -Z' S c e' ; a' 6' Qi kr '
<br />a� a� 4/./� ai
<br />771 �
<br />t:8
<br />D 'JA
<br />\ b, � � p�•00 •, �b°y\ � 5,
<br />A3�o+ .�B k\ h0 0 A2 , a A p'� aZ a3 pZ' 6 p2'
<br />�Q �q,1_. X2.8 a N �N k k1 I
<br />tAo .e 42 �?� q 2 9 Ay 4
<br />AO- A.Ib' 9r 36' e2 e' ✓ bi ' ! e / • ,r, 00
<br />s
<br />Azo Azz ° Al r BOA At �° h
<br />GRADING NOTES: . �`'�Z6i - ►r s 8 [r1
<br />�w
<br />a � j' o , 42•
<br />e, , , a, ei , i 5 e e P 3 0
<br />1. A grading permit shall be secured by the Contractor from the San Joaquin Ad M o k b a3
<br />County Building Inspection Division. A2'b /30 Z a 3' A3'� 3" A31 `'
<br />2. The cost of the grading permit shall be reimbursed by the Owner as an extra. �• 4 k,- 4Q1 g /.�/ ®z ® o�•gc ao , - q�2.9 AZb2'� spa aze� "
<br />3. All lots having a fill of 8 inches or greater shall be compacted to 90% R.C. �� b s "" Q2', 8 /✓ 2 l� b 41.19 6
<br />and tested by the Soils Engineer. yob, `1�__ B�kib, y k, a1Z `I2 2,l /� �° B0 418 ® l5 rr.&/.¢ /3
<br />4. The Contractor shall coordinate his work with the Soils Engineer to insure �, ��: al 4 ° 3 6, y �� /Z
<br />adequate compaction tests are taken. The costs of retests shall be borne �—�— al' A2 al M y' b, o "}' A,,, +.,-I
<br />by the Contractor. The Soils Engineer is J. H. Kleinfelder and Associates.
<br />5. Site Preparation and Grading: Site preparation should include the stripping
<br />and removal o vegetation and any debris from the areas of construction.
<br />All stripped vegetation and debris should be removed from the site and not
<br />incorporated in any of the structural fills. Voids left by the removal of
<br />grape vines and their root systems and any buried objects should be over -
<br />excavated and recompacted. After stripping and removal of vegetation and
<br />debris, and before placement of any Engineered Fill, the exposed surface
<br />soil within and to a minimum of 5 feet beyond all building areas, should be
<br />scarified to a minimum depth of 6 inches and recompacted to 90 percent of the
<br />maximum dry density as determined by the ASTM D-1557-78 test procedure at a
<br />moisture content near optimum. Any loose or soft pockets of soil encountered
<br />during this process should be overexcavated and recompacted. Any'fill required
<br />to bring the site to finished grade should consist of on-site soils or
<br />imported granular nonexpansive soil having a maximum percentage passing the
<br />#200 Sieve of 40, a maximum Plasticity Index of 8, and a minimum R -Value
<br />(Resistance -Value) of 40. Such imported fill should be compacted at a
<br />moisture content at or near optimum. We recommend that samples of any
<br />proposed imported fill soil be submitted to the Soils Engineer for approval
<br />prior to being brought to the site. Engineered Fill or structural backfill
<br />should be placed in horizontal layers a maximum of 8 inches in loose thickness
<br />and compacted to a minimum of 90 percent of the maximum dry density as
<br />determined by the ASTM D-1557-78 test procedure. We recommend that structural
<br />and trench backfill be placed in the same manner as Engineered Fill.
<br />6. Prior to beginning any fill operation, the site shall be prepared to the
<br />satisfaction of J. H. Kleinfelder and Associates.
<br />7. Any deviation from the above shall be approved by J. H. Kleinfelder and
<br />Associates.
<br />NO. DATE REVISIONS BY DESIGN _ DrA':XN BY
<br />^� ✓awe 87 Rev/se SS. 70.
<br />/ I SUB TTED B —'---
<br />__ �11G�� DATE
<br />.. R.C.E. .__. _
<br />C TOP
<br />�, Scale: P-60'
<br />1�1
<br />APPROVED BY
<br />,11
<br />SAN JOApU1R Cowry DIRECTOR OF PUBLIC WORKS
<br />at
<br />�e,pe
<br />v AZo
<br />a 3
<br />.ke . a' /, 2 .o *e-
<br />20 -"�
<br />BAUMBACH & PIAZZA
<br />CIVIL, ENGINEERS
<br />SURVEYORS
<br />323 W. ELM ST. LYj01, CALIF.
<br />95240 PH: 200-368-6,", 8
<br />w�PfiPsi ��Y�� 4'.... f al•'1.:..1.. �, . _'1.A.'�l�.•�.!
<br />SD
<br />A�9'
<br />SnuYh
<br />GRADING
<br />_
<br />m jy A` 0 A,�
<br />V
<br />aam
<br />5 �GUM
<br />3 a3° 26 AZa
<br />a3 /
<br />A y k$'0 A2.I
<br />aZ,h
<br />he
<br />%,t Sec. Gine)
<br />PLAN
<br />r\
<br />51
<br />4`.
<br />f'✓/'Ge. r ,.
<br />WINE COUNTRY SHEET 13 OF 16
<br />JOB NO. 8709
<br />i
<br />UNITS NO I & 2 No.
<br />
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