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rQ) <br />SCALL <br />O <br />— f <br />F— <br />ab <br />z"' 335 33¢ 3ka� <br />A.U.E. I I — <br />P <br />0D� I / <br />f 30. 4 q °' 9 t r <br />''q 9�i 4 gQ9g IBD�I fli I3E6 O� me°� <br />I)•j <br />/�OL968 <br />y 1 3 D <br />e <br />�^0:IN t � 39.0 � �Wgl � �4 ZI 1 TS >1/—I <br />D / 6 6 4¢ V b AOS <br />19 \ 315V �0 0�1� aB`°W g8- 8761 3E% g9- / / ` 21 4�. 3! 33, <br />, Q� / a zt. �D� 3 y,t 1 4-2� 35D 3b/ <br />5S. BD o A <br />'o o 3 Bo ` a3 I ^� 1 zs �qh w �Q <br />/r/ <br />1Ao��/ ti �e.lb _ 1 Z 3 8 <br />BD VV Q Il. <br />.'{ <br />0 J �J <br />v1Z / N %a 3P 4,0° 133 , a5% 5ql <br />38% 0 / B 39 0p� O y/ 5314 3191 <br />\ 1 9 / - 3 <br />8 � <br />�q� �, ` aoW 1 <br />M b0 to -t� yz 912 <br />o <br />2 °� <br />\31' •0 3 5 3 e <br />a�� eetow s s°s0 a\�� y\ 9 $ L <br />�4 <br />2 <br />s I qa \ <br />—J t0� 3oT, 3� D J <br />$ � 774-1 DW,1V A y i 00 l0 3 �j 39 <br />E. <br />t y.w\ \ 31 D D p I <br />\ a o \ v rY• B—� / 31 D� ted°A418 V'1 <br />3 <br />20 1 r O <br />384• 31 \ 31, �ov <br />3.4 24 Esrrit, W <br />9 0 / q / 5 <br />a- <br />\ 1 B <br />388�ti <br />✓ // q.I. <br />371p/ ;o 11' 34 <br />O P s 5D rB0w.z o 25 <br />3� t ,o' \ <br />40 \ <br />G N <br />BBowq.0�� 4 <br />�\ 3b� <br />L <br />38q <br />\ \ <br />I20 <br />10" <br />38 p <br />�m 3 \ 'o°� aa� / �tt� 33 41 Q' \1' \ <br />L E6Z:NO <br />1zsD <br />91WI✓1 DRSIN ZINE <br />— �– <br />-61DOkM DIIAIN MANHOLE <br />C.Y. <br />SIDE INLET CATCH BA51N <br />LA <br />LOW POINT <br />NP <br />NIGH POINT <br />314, <br />EXISt GROUND ELEVATION <br />3� <br />f/NISHED LOt f1fVAt10N <br />Roadway Fill <br />BACK Df SIDEWALK ELEVAtIDN <br />--_.� <br />S1DPf OIRfCtION <br />.-•-•� <br />MASDNARy FLNCE <br />-q? <br />22,120 <br />N0. I DATE I REVISIONS <br />7/26/91 1 See Sheet I, 5, F, 10 <br />BY DESIGN DRAWN BY <br />7. P <br />SUBMITTED/BY <br />R.C.E. 19630 DATE -71 <br />Zl G <br />bkpt'\ °1 w <br />3qz � <br />38I DD i W 3$0°� �qU <br />39 gad/ <br />ti Z <br />38.01 o: \ • . 0 <br />8p 389 9� y <br />P- 20 9 390 e4 \ \��0fey., ,�y' 3q?' <br />1q I 32 1 \ 04\ <br />N <br />ar 3 8 a � � <br />30 ��/ 31 3�qb 394q•� 10 39 9a <br />�RESrR/c Q H I <br />y /NG tE0 4o, a9'i <br />L ! <br />- $S <br />r C� N9Ay b W // 1j" <br />/ 91 <br />it -b 3q5 <br />APPRCNED BY: Henry M. Hirata RCE No. 21258 <br />19_ <br />AN JOAQUIN <br />3 9 l� yb iZ sd <br />to s d 385oY1. 0 12 "S D <br />R %3 3q) <br />p'�p <br />A 40 <br />_V Iql <br />N <br />]yJ T' <br />Lli <br />Z /Q) <br />CID a <br />BAUMBACH & PIAZZA <br />CIVIL ENGINEERS <br />SURVEYORS <br />323 W. ELM ST. LOD1, CALIF. <br />96240 PH: 209-388-6618 <br />1_ S 11.11 <br />* Q Lot f i i I exceeds 6" <br />GRADING <br />G. ading Notes: <br />1. A grading permit shall be secured by the Contractorfrnm the San Joaquin <br />County Building Inspection Division. <br />- The cost of the grading permit shall be reimbursed by the Owner as an <br />extra. <br />3. All earthwork, grading and other construction per these plans shall be <br />.done in accordance with the Geotechnical Report prepared for "WINDWOOD <br />SUBDIVISION°by Ander son & Associates, their file number S9118, dated May 8, <br />1991. <br />4. Import material will be required. Import fill shall be granular, <br />nonexpansive soil, having a maximum plasticity index of 12, and a minimuK] <br />R -value of 22. <br />5. Engineered fill (building pad and roadway subgrade) shall be placed in 6 <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 Anderson & Associates 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 />-8. All subdivision grading shall conform to U.B.C. (1988) Chapter 29 and <br />70. <br />FOR GRADING PERM/ T <br />DETERMINATION ONLY <br />EARTHWORK, UNIT 1 <br />Roadway Excavation <br />9,330 <br />C.Y. <br />Lot Excavation <br />570 <br />C.Y. <br />Subtotal <br />9,900 <br />C.Y. <br />20% Shrinkage <br />-_1,980 <br />C.Y. <br />Material Available <br />7,920 <br />C.Y. <br />Roadway Fill <br />3,750 <br />C.Y. <br />Lot Fill <br />18,370 <br />C.Y. <br />Subtotal <br />22,120 <br />C.Y. <br />Import 14,200 C.Y. <br />NOT TO BE USED FOR CONTRACT <br />H � <br />U4 <br />n: Q V4 <br />,u/N6E Pr— — <br />I <br />TVP/CAL PLAN IZ 23 9( <br />NO 66d/t <br />PLAN `(WINDWOOD'I SUBDIVISION SHEET 0 O <br />UNIT NO, I JOB No. 8898 <br />FILE <br />NO. <br />G-8 7h <br />