43.6 43.8 43.9 44.0 44.1 44.1 44.1 44.4 44.3 44.7 44.5 44.8 44.9 44.3: 44.3 44.3 44,f 44.0 43.9 43.3 43.7 43.8 43,5 43,9 4 } S - S - .J _ I _ ID _ N CD T E S ;
<br /> THE LAND OWNER AGREES NOT TO PERFORM ANY EXCAVATION OR
<br /> a fy ¢ J1/y�N� � � ' GRADING WITHIN THE S . S . J . I . D. EASEMENT OR WITHIN 15
<br /> 9 8 Z 7 I } FEET OF THE CENTERLINE OF THE PIPELINE , WHICHEVER IS
<br /> 44.0 44.2 44-4 • 140 44.2 44.9 45.1 44.0 44.6 45.5 45.5 45.0 45. 45.i? 442 44.:j' 44.1 44.1 44.0 44.I 441 44.1 -�.�4.1 44.3 _Y
<br /> GREATER .
<br /> 441 44.3 44.6 45.0 44.7 45.7 45.fl 45.0 44 441 . 44.! 44.1 - - 2 . EXCAVAT IONS ADJACENT TO A DISTRICT FASEMENf SHALL HAVE
<br /> i A MIN.I.MI.IM .3 : 1 SLOPE= 1=R[)M EX('.AVA'Tf;D FIEF-I) f0 TOP OF
<br /> i
<br /> 4; �h �4y 4155 4GG1 (����' 447 ��� � ��� � 'i `
<br /> BERM,
<br /> 3 • THE LAND OWNER WILL TAKE SUCH STEPS AS REQUIRED BY THE
<br /> i ( 444 l S . S . J . I . D . WATER SUPERINTENDENT TO REMEDY EROSION ON
<br /> � I11 BANKS ADJACENT TO THE DISTRICT ' S FACILITIES .
<br /> 4 . NO SOIL WILL LIE STOCK PILED OVER THE S . S . J . I . D .
<br /> } PIPELINE .
<br /> jl I 5 . NO HEAVY EQUIPMENT WILL -TRAVEL OVER THE S . S . J . I . D .
<br /> PIPELINE WITHOUT APPROVED BRIDGING, SAID BRIDGING TO BE
<br /> 44.6 t
<br /> k f APPROVED BETWEEN S . S . J . I . D , AND THE CONTRACTOR .
<br /> n, 6 . NO TREES AND/OR RUBBISH WILL BE DISPOSED OF OR STORED
<br /> 44.2 44.3 44.6 45.1 45.1 45"5 45.8 i i 45.5 45. 44.9 44.8 44.6ON THE S . S . J . I . D . EASEMENT OR FACILITIES .
<br /> 4G•�� 4� 4yy 44G� l�Q7y IQ7 ¢G�, QG!y d` ft 7 . S . S . J . I . D . SHALL BE NOTIFIED 48 HOURS IN ADVANCE OF
<br /> G;4s' GJoy GO2� GJ/v� GG y� GC1fay G/,0� j GL'8 GG ^ G0Q Ga4 GO?7 'I i EXCAVATION WORK .
<br /> 8 . THE LAND OWNER AGREES THAT THE EXISTING PIPELINE DOES
<br /> 448 NOT PRESENTLY LEAK AND AGREES -THAT ANY DAMAGE WILL BE
<br /> I REPAIRED AT THE LANDOWNER ' S EXPENSE .
<br /> 9 , IT IS UNDERSTOOD BY THE APPLICANT THAT THE DISTRICT
<br /> o I SHALL NOT BE HELD RESPONSIBLE TO REMEDY HIGH WATER
<br /> TABLE PROBLEMS CREATED BY THE EXCAVATION ,
<br /> f i 44th 10 . ADDITIONAL SOIL SHALL PLACED OVER S . S . J . I . D. PIPELINES
<br /> Al ALL HAUL ROAD CROSSINGS DURING THE HAULING PROCESS.
<br /> 44.3 44.3 44.6 44.8 45.4 45.
<br /> � 0 45.3
<br /> 1 1 45.6 4 `.8 45.1 44.7 44.6 Ca E N E F� A L__ N Ca T E S =
<br /> GU's CUO` GG1ti GG3y G09�� GG G(? ti1 , THE PROJECT AREA CONSISTS OF 66.4 ACRES WEST OF AUSTIN
<br /> CC9 GG�Ia Gr�� G�� �ill�Qlr� ROAD .
<br /> 45.3 2 . STOCKPILING WILL NOT BE REQUIRED. A SOILS REPORT IS
<br /> BEING PREPARED AND WIL1__ BE AVAILABLE BEFORE THE
<br /> ISSUANCE OF A PERMIT .
<br /> 3 . THE PROPERTY IS BEING CLEARED
<br /> / ,/ � OF AN EXISTING ALMOND
<br /> &�-kl N ORCHARD UPON COMPLETION OF THE GRADING AND EXCAVATION ,
<br /> ti's G��ti��0<jOdO1 45.5 4;;.5 f A NEW ALMOND ORCHARD WILL BE PLANTED .
<br /> Z_L. 49�� ��- 4 . THE AVERAGE F-INISHED ELEVATION WILL BE 44 . 5 .
<br /> ~ 44.5 44.3 44.7 44.9 45. 1 45,2 45.7 45.7 4 ,9 47.0 44.9 44.9 q
<br /> '2 4 °2� 44�y 44.15 44�<, '�ti 4175 I 47 Z 1 a�"y 444 jl�;�
<br /> COQ G�4y GO�ci G4�� GD. i G4 ` ` `�` G�y GOh GDIv
<br /> ---
<br /> 9
<br /> Gni �
<br /> S4TL. PLAN
<br /> 46.5 46.5 46.7 47.0 48.1 _ 49.3 49.5 49.4 413,0
<br /> I
<br /> �c/ / 148.5 , G _ai, _
<br /> �w c 44�j 4�Q 4�� ,^ 4$.0 46.6 46.4 46.
<br /> 14� � 4 � 41� 44.54 4d3
<br /> c`-�2 �G,•B G?�4 G2; G?a G2� 1
<br /> Al
<br /> pi`s
<br /> - � Y
<br /> DEC O 41992
<br /> Q ENvlr,..,.,v1ENTA#. HEALTH
<br /> 46.5 47.3 47.1
<br /> PERmiT l SERVICES
<br /> 46.1 48.8 50.6 e49.$ 48.$ I 148.2 48.5 48.2 47.8 47A.
<br /> 41l4 441�0 X147 448 4Q 4!l¢ `. '3 I ►
<br /> ZS
<br /> sn 1 I I
<br /> 46.5 471,4 48.3 48.2 -47,5 1'I 48.1 48.3 48.2 48.1 48. 11
<br /> �1 445 44� Qd.7 µB ' I -a7 Q41� 44�i 41�
<br /> 480 478 7,11 48,01 46.
<br /> � I
<br /> 45.0 45.3 4?.9 46.3 i 1 447 4(, 4V h 443
<br /> 45 d4.ly44g
<br /> GO.y G� U/Z
<br /> 44`.6 44.8 44.9 45.1 45.5 45.8 46.0 3 46.5
<br /> 445 44.7 44.8 45.1 45.4 45.6 45.9 46.1 46.3
<br /> � j
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<br /> fir.- � ;.� _ '_c Southlond Rd am��� 4 1 1
<br /> 4 I Q Joseph o
<br /> Q .____�------�� ✓'/d� yl UPS � � "`�-_ _ 48 .r:�. ` - - .. ---_ _..�-_- -- _ i
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<br /> 47 d 1 H GOLF CCkj EN )ec:rnc�
<br /> �lO ��t rI \� �� �• �I Aav� Yosem,le Ave. 2 -n I
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<br /> � !I0S ALE xvooD LarcF 120 _ _. G,oYe _Rd �
<br /> �« d RESORT L woo�warl _ Rd. '1
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<br /> ✓L GID -K �P n : din id. 255
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<br /> VOCATIONAL o ,f:r I _ S .
<br /> INSTITUTION - 1'.r.. i S��aoL.� a � �OI\ C
<br /> West Fid, 3
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<br /> Rd. Perrin Y a v�
<br /> 07 Fara a q kion R . nr q a
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<br /> Mane ur "1Rd
<br /> �rfi Trahern "e-EA -» u--
<br /> / ct` fi M RIAL �'z
<br /> / 1 LinriB Road Hiner }ct.Farms rz d XS
<br /> /�� �. � U t'�F.RRY ti
<br /> FL4 l 14 A,�T�: .
<br /> _j 44f
<br /> Ila �✓Galr
<br /> APPROVED ��__� - 19 APPROVED 19 REVISIONS JOB. NO. 2938 AUSTIN RANCH SAN ,JOA4UIN COUNTY SHEET
<br /> NO. DESCRIPTION DATE BY WONG ENGINEERS, INC. DATE AUGUST 1992 CALIFORNIA
<br /> PLANNING • ENGINEERING SURVEYING SCALE HORIZ I"=100`
<br /> STOCKTON, CALIFORNIA SCALE VERT
<br /> DRAWN AS GRADING EXCAVATION PLAN OF ONE �
<br /> R.C.E. NO. 14269 DESIGN WE
<br /> EXP. 3--31-93 CHECK CCW FILE Z 1 ,70
<br /> ►111M7[L OM O![TO NO. 1040114 CLt AlIr111N7 � - � "
<br />
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