Laserfiche WebLink
V <br /> o w o <br /> Q 3 <br /> No o' �Terence / e 'evn a <br /> 4- <br /> N 7 2° ;' Og " F o z ' q <br /> N 2l 4 2 0 9 F. 32.06 - AP 4 e rye P ry v 38 - ` 39- 39- <br /> p3 3�- 3. - 3, _ I <br /> VARIES 10' <br /> V 7 2� 7 00 S. 2 q67, 0 i �� 4 Opp 1�, 90 j a �' _ _ — -- - <br /> 9� (gDOM wE1L <br /> � j � I 3 3 A9RNDON � 3$ <br /> _.,._ 7PPICRZ POND S � C7' ION <br /> NO S C A L A <br /> 12 <br /> c` I --�- - w �, �R ;2000 A <br /> 2 RRFA o _ <br /> 3 2 •t � <br /> o I ' ABANDON ®\ P�. q _ 4 _ <br /> DOM. WFtZ IDG. PqD o L11) <br /> � � <br /> F2 F l! 3 B. Q Q , E L F V. <br /> -I 3 0. . . <br /> '�� �8s 90 � � -�� � /� � ) nn - <br /> + 4 L &V6/VDo 3 v ? a QF;7 <br /> n 36 - <br /> `� P CW9ED WEZL 'w T `� ' `�' v, 30� �0 30' <br /> 4 /� n T - <br /> ° -(7VP) v), _ - - - - - -- a- e (i o U /� 140'{ ARCAOSFD W�1 Z <br /> x _ <br /> i 1 <br /> 1 �G <br /> -� _ - — - 4 /_/j PROP05FD 1 LACI AREA , 12000 f� AREA RF 5ER vE <br /> 2 � to '`� ; �._... ,�r 6 t� ',w � �`�' - - <br /> a 35.6_FG. 36.�_ t �'v , �` � <br /> _.. .. fG. 36.E FG ABANDON ;.� 37, 4-- <br /> h, ,.__.. .. '1 <br /> ®ooM. wF1' 3�� FKIS7'ING GROUn1D L1EVAT10N <br /> R� %(;. �8c \05P <br /> G <br /> 37. �8 P FX'lSt1NG pAvlNG EZLf/ArfON <br /> 7 2 5 7 0 B " — -- -- \ 4 7. 3 _�� �' °' ��- r--- - - - - T - - �,� I a° a <br /> 1 �� - - � y� - <br /> -1 Nil <br /> OAP LXISr1NG Ivew'ER PO1F <br /> a Fx197. fFNCF re REMA/N 1 379 - <br /> �� DRAlNAG �� A ND <br /> SA/V l ll ARFA I I I �co - 0 S.P. E x 15 rfN G SER(/1 CE POL F <br /> TARV NOTES r 36 o aorroN� ��' / PO <br /> ..G �� / 4 <br /> 1. No ,Leach Field w 417112 /00' of iVe// --� { I 36.�F G. F/N1511 GRADE <br /> ti I Z. Na Leach PI t 5 with in 15 0 ' o t Oe/ x _ - __ I 00' �--- _ <br /> 3. No Leach Pits cu/thin 75 ' 0f SU6d/v/S/012 304W&71y <br /> 4. ale// Atiol7, nmen tt, be tender aermit y�lnsaectior� by b� <br /> Q � Sun ✓aoQuirZ P�bii� Hea/{,7 5'er-tl/ces � ,� 9 _ I � I 3 '� � � ? �� <br /> w I FIZ Z ;'7'0 EZ FV 37.5 <br /> ti w \c-'- on I t--.'X / �� <br /> \\ I7000 <br /> O \`. <br /> x u u; EAGI1 ` ARLFA N o r S <br /> I20 0 Cy <br /> a R o w I q J v <br /> f <br /> ^% 123colt NI `OI <br /> 3 � 3` 3 4 `h 3� 3` w ' ma co 1 . A radia <br /> � I � � � y '� g g permit shall be secured by the Contractor from <br /> the San Joaquin County Building Inspection Division . <br /> 170 I mo/ 2. The cost of the grading permit shall be reimbursed <br /> c ! -- �. I I a ABANDON v. =�-- -1 the by <br /> q ti AG WZ=1L - e Owner as an extra . <br /> Qt 3. All lots having a fill of 6 inches or greater shall be <br /> R`pP q � compacted to 90% R. C. and tested by the Soils Engineer , <br /> 11 f <br /> 4 , The Contractor shall coordinate his work with the Soils <br /> ,r 1 I 1 Engineer to insure adequate compaction tests are taken , <br /> C " 4 i i/ / I r; I 97,3 r6. . <br /> Q, t I N The costs of tests shall be borne b the Contractor. <br /> actor. <br /> L x ba 12000 b' bb I _ x„ 14 q The Soils Engineer is J . H. Kleinfelder and Associates. <br /> 3I 3 3 3 I I �1 1 3� 3g � � � ( Phone 94B-1345 ) . <br /> 5. Contractor shall submit compaction tests for all lots <br /> 4t - I I i / p exceeding 6 inches of fill to San Joaquin County <br /> Building Inspection Department., <br /> 'D o s 2000 �; 6. All earthwork , building pad grading and other I <br /> ,% construction to be done as shown on these plans , shall <br /> � n <br /> be done in accordance with the geotechnical <br /> I I `h / ARBA / t� investigation report by J . H. Kleinfelder and Associates <br /> w <br /> a for the proposed subdivision, dated February 20, 1490, <br /> �, r"J y� / file no. 20-2182-24 <br /> h '� ti Lou 1 ° a' II <br /> 3b �b � � 3b I 36 I '� �� � w �� n �a, �� �a �� <br /> 4 3 3 3 7. All lot drainage shall be contained on the lot . <br /> 11-% _l �_..___ I I w / w E3. All subdivision grading shall conform to U . B.C. Section <br /> - �� - 7014 (C ) . <br /> SCALE t - 6 0 - / I I ` T 9 FXCE 65 /fin 07-ER/AZ WIZ 1 SF SPREAD ON YO Z 07'5 T'Q PROMQ7' DRA/NA6� <br /> F/Z1 70 LZEU 36. 5� " � I 36.S FG I T t — --- ,4S D/REGrLD B� 7`,S'F ENGINEER. <br /> � �_ —� �' DRAINAGE POA1D B077ONI �S. " <br /> c. f I <br /> a <br /> 3b <br /> -12 <br /> 7 2 ' 5 7 " W �zn 3'$ 9 7 F. 2 <br /> r- - - -� �RFFENCE IN ROAD R,�IL: F xrs BOrbed 911re � 11ec�ric fence 10' FOR COU1V rV USS ONZ V <br /> �o remOjn <br /> t` <br /> AOND E x cAYAT10N 6 400 C.Y. <br /> ROADWA{I LXC;9I/A7'/ON G. V, <br /> Md � � � ere7� Ge in e1e <br /> v <br /> w <br /> o <br /> ROAD r1ZL 650 C.� 4 20% = 0 C.v, <br /> PAD 0124 2000 C. Y 20 % = 2400 e.V. <br /> Z0r Al2L 2700 C.Y. <br /> 0 C.Y. <br /> ?3 <br /> NO. DATE REVISIONS BY <br /> 7 'G /VC ivilrtl L �t I-P DESIGN DRAWN $Y �t B A U M B A C H & PIAZZA SHEET OF $ <br /> _ GRADING PLAN LEE ESTATES �5 <br /> r-- � ' CIVIL E IV G1 N E E R S <br /> Z /:: <br /> SUgVEYOgS <br /> SUBDIVISION IMPROVEMENTS Joa N° 88119 <br /> SllRM1TTEp --R.C.E. PATE ���-174 323 W. ELM 5T. LODI , CALIF. DEVELOPMENT PLAN <br /> FILE <br /> 6240 PH: 209- 368-6618 NO <br /> I- n A 17 <br />