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J U L 10 1998
<br /> ENV)Rui, MENTAL HEALTH
<br /> PERMIT/SERVICES
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<br /> � �� pT10POSED IEAG.�' AREA, /2000f� AREA RESERI/E
<br /> 2 IO 37.6 FG. , w 1
<br /> 35.6 FG.� 36.6 ABANDON �., 37.4 7� FxlsrlN6 GROUND E1E!/ATION
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<br /> Q � � OAP. EXISTING ROWFR POIF
<br /> ' a EXIST fENGF Xil REMAIN \ ��\ \\\ 37 ' �G
<br /> : � �l D R AiNA G F � POND o y.a Fx>SrING s�Rvtc1= POLE
<br /> 12000 1 t IFACfl AREA [ I 4 °► Q
<br /> SAKI TARS' NOTES 37. 2 r-G" [ 36. o aorro,i�� - zo' 4P
<br /> a 1 No ,Leach Field uri thin IOD' of We// ti ~ � I h 3b. F G. ftN15.�I G�IADE
<br /> 2. No leach Rtt6 rajthin /50 ' Ot A911 T °' I -._` I - �__-_ `h% Bti
<br /> 3. No Leach Ruts tui thin 75 of Subdivision BOundgry Lb 1 ,.
<br /> q .¢. !l/el/ 46aadonment to be under permit �irls,oection by a \ 3b P%) 31- I
<br /> f 5'pn Jooguin Public Heo/th 9eryices Cl)
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<br /> 44 QC % o l Fl�CR\ AREA
<br /> ti120000
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<br /> x 3 3 3 I �, 0. ',� 3 �, 0 3'I g9 ma c° 1 . A grading permit shall be secured by the Contractor from
<br /> �. k AREA Q h' ' ' the San Joaquin County Building Inspection Division .
<br /> 2. The cost of the grading permit shall be reimbursed by
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<br /> 70:2
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<br /> c3 I + � ABANDON the Owner a, an extra.
<br /> q N AG wg1L Q �` 3. All lots having a fill of 6 inches or greater shall be
<br /> /0 _pt, 0 M Compacted to 90% R.C. and tested by the Soils Engineer.
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<br /> P. ' 4. The Contractor shall coordinate his work with the Soils
<br /> -L / Engineer to insure adequate compaction tests are taken .
<br /> The costs; of ratests, shall be borne by the Contractor.
<br /> The Soils Engineer is J . H. Kleinfelder and Associates.
<br /> L x 3b. 36A !2 0 4 0 36• 36b, I 3 ' ,I 3 9t a ;; (Phone 948-1345) .
<br /> 1 F ,9 C 3 I I 5. Contractor shall submit compaction tests for all lots
<br /> I I e, exceeding6 inches of fill to San Joaquin Count
<br /> ARFA 1� _ 4 Y
<br /> � 10' A' I i � Building Inspection Department.
<br /> o w I 'P 120000 6. All earthwork , building pad grading and other
<br /> i Q ti I I o 4 construction to be done, as shown on these plans, shall
<br /> q ►n L F R G I7 be done in accordance with the geotechnical
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<br /> investigation report by J . H. Kleinfelder and Associates
<br /> 4 0 2 w .� I __. . _. . v /� RFA .` for the proposed subdivision , dated February 20, 1990,
<br /> 2 �, p ••, - I file n o. 20-2182-24 .
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<br /> o E' 3b' 36' �6' [ 3� I y� 4 ti 3�' 31' � � 31' it' � . 7. All lot drainage shall be contained on the lot .
<br /> ` - I I � w All subdivision grading shall conform to U.B.C. Section
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<br /> ! 7014 (C ) .
<br /> s eq 1 F I = 6 0 I I ` 9 EXCESS WA '&RAg1- W/L Z BE SPREAD ONTO 2a7;57 l'0 RROM0776- DR g1NA6F
<br /> �,� q I [ 1 AS D/RF GrED BV r�ID ENGINEER.
<br /> F111 70 F1 FY 36.5 I 36.5 FG
<br /> ORRINA6c- POND SO7761M 36.5
<br /> x-x Y--- 36--x-x x fb K x x x-3b-Y-w M x �} -._x x ilb= Y--- - x--S�=x-x ---x-a'�=x--ac-x x-31= K x x-3T K--x- -x--ia-3'-K---X x- 8 34
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<br /> 7 20 5 5 7 " W 51k �'� 4 '7 F. 7 9'
<br /> RFFENCE IN ROAD R/W F l5>` 8arhed Wrre ,_` Flec�ric fence s�10' FOR GOUN7'f� USS ONL
<br /> �o remain.
<br /> POND EX CAYATION 6600 G.Y.
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<br /> NO a' In e I e v a f i 0 R OAD WA v F x CAYA7'ION t?0 0 G. V.
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<br /> ROAD FIZZ 1460 G.y. + 2010 = 3200 G.Y.
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<br /> PAD FIZt 2000 e.V. + 20 % = 2400 5.V.
<br /> Lor F/1L 27Do C.s'. •� 20�'° = 2200 C.y.
<br /> = 7600 C.P.
<br /> NO DATE REVISIONS BY DESIGN DRAWN BY
<br /> 7 -G A/cw �rtf L .fi , TP SAUMBACH & PIAZZA GRADING PLAN LEE ESTATES SHEET OF.
<br /> CIVIL ENGINEERS SUBDIVISION IMPROVEMENTS
<br /> JOB NO. 8.9119
<br /> SURVEYORS
<br /> SUBMITTED BY 323 W. EL DEVELOPMENT PLAN A
<br /> 95240 PH 209-368-8818 _ NO.
<br /> R.C.E .DATE
<br /> � _ A /12
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