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I p v <br />�MATCN I ", b ¢T DRAINAGE yA�b a� \ p <br />ag ag fX19T' k1q Rg1, ag) T <br />g1 a � LA4EMEN <br />a <br />GROUND <br />4 aq 4 <br />-- -10" 5 • 49 aq� sa 5 o 19 a9� 5p: Dc <br />� 475'f' 8' <br />1y f1fV. 40.D 49.5 49,9 d 30.6 ° <br />E ~STOCKPILE S I BOTTOM Df ADHD E <br />f XCES _ BLDG. PRD D 95 1 D r 5 C C BLDG. PAD <br />L <br />MATERIA _ 5 1 <br />j 4D, 0 Q I ¢8 _ <br />o -g' ago (7FMP. o -g1 a i age 6 5 40 <br />�DURJNG CON57'� Rg I ag, o -g'' ag% � D Lq. <br />D %- <br />1 ag ' S aq 49 Rq1 a9a aqL 9�pe� o-9' 4 <br />H� A 4B.S L 0 t (J #gtiF 4,0 6NA� <br />x 5� -49.5 r l ' 5 <br />aa5 I <br />_x x <br />aq' a9' a9'- 491 aqu aqt aqs <br />D aq b aq10 <br />o -q gp <br />49' a9 B��D yDti yp: 5�� 5pgy goo 51 <br />0 <br />9 g9ly 6q1 .y�¢ <br />51' SI' <br />Tl A <br />L f <br />6f N b <br />4A� fXISPINC CROUND E1EV79I'IdN <br />6.S PRDP049f0 ELEVATION <br />- 4-7.5 - PROP09ED ELEVATION CONTOUR <br />BUILDING AAD ELEVATION <br />E.D. LDGf OF PAVEMENT <br />-]c-x- PROPOSED 6 L-//,? /V L/NK <br />PRO AO SED D/TCf/ F10W-1/NE <br />PROPOSED !/A��L ROADWAY 111Z�AGDVer <br />©J <br />8" BGG. BASE CL. IE/ 9- C.O.C. @ 97 /. <br />NO. DATE REVISIONS BY I DESIGN 5f10 DRAWN BY `' R <br />APPROVED .BY <br />R.C.E. _07ZY /- DATE <br />U. c, s U. C'. <br />I3, /W 75' <br />I <br />POND SECTION E - E <br />2S' <br />V'R. U E. e D.F. <br />4" 4' <br />,I <br />3 It <br />bb' ; <br />4 I abv�. <br />S C A L E .' I" , 70' AOR <br />9106. PRD <br />�-S'IV CAMORE <br />s7RIrf7 <br />For -County Use Only: <br />BLDG. AAD <br />BLDG. DAD <br />BLDG. PAD <br />S' S' <br />1/'! PI <br />SECTION A -A <br />SECTION B -B <br />5 <br />P <br />70 . <br />/ �9X <br />SECTION C -C <br />ft <br />Roadway Fill <br />BO <br />I P Q W.S. <br />lay.. 4d.0- V01.= <br />'; fee Cf. <br />C.Y. <br />Sum <br />RpiE <br />(zOD <br />X CAPACITY) <br />1730 <br />C.Y. <br />61 r <br />p4. l <br />1430 <br />h <br />Pond Excavation <br />1 <br />V <br />Sum <br />5610 <br />,P� <br />�8 <br />i" <br />'pC,o <br />bL <br />17 .Ws. <br />12fV. 44.0- VOL. , <br />17, 900 Cf. <br />4a <br />�f <br />3 <br />CADAC/TYJ <br />a3a�. <br />Q <br />W0009R149 ROAD <br />e <br />UICINIrY <br />MAP <br />'D1�4 <br />1 a <br />1000E RLP-RAA-� <br />laJ <br />SLOPE PROTECTION <br />fLEV. 40.0 <br />21' AVE. <br />33.5' 9VE. <br />4Z.6AVE <br />POND SECTION <br />F - F <br />S C A L E .' I" , 70' AOR <br />9106. PRD <br />�-S'IV CAMORE <br />s7RIrf7 <br />For -County Use Only: <br />BLDG. AAD <br />BLDG. DAD <br />BLDG. PAD <br />S' S' <br />1/'! PI <br />SECTION A -A <br />SECTION B -B <br />5 <br />P <br />70 . <br />/ �9X <br />SECTION C -C <br />ft <br />Roadway Fill <br />BO <br />C.Y. <br />Lot Fill <br />3140 <br />C.Y. <br />Sum <br />3220 <br />C.Y. <br />Roadway Excavation <br />1730 <br />C.Y. <br />Lot Excavation <br />1430 <br />C.Y. <br />Pond Excavation <br />2450 <br />C.Y. <br />Sum <br />5610 <br />C.Y. <br />20% Allowance for Shrinkage <1120>C.Y. <br />Net Material 4490 C.Y. <br />Excess Material 1270 C.Y. <br />BAUMBACH & PIAZZA <br />CIVIL ENGINEERS OR RP I NG P1 RN <br />SURVEYORS <br />323 W. ELM ST. LODI, CALIF. <br />95240 PH: 209-388-9619 <br />SECTION D- D <br />5CALf.' /"=5'HOR. <br />BLDG. PAD <br />BLDG. PAD <br />Grading Notes: <br />1. A grading permit shall be secured by the Contractor from the San <br />Joaquin County Building Inspection Division. <br />2. The cost of the grading permit shall be reimbursed by the Owner <br />as an extra. <br />3. Contractor shall remove 12 inches of existing surface soil from <br />building pads; the resulting subgrade shall be scarified to a <br />depth of 8 inches and compacted to 90% R.C. minimum. The <br />removed material can then be replaced as engineered fill per <br />Appendix "A" of the Geotechnical Report. <br />4. All earthwork, grading and other construction per these plans <br />shall be done in accordance with the Geotechnical Report <br />prepared for the "Acampo Village" Project by Anderson and <br />Associates, their job number S9017, dated October 1, 1990. <br />5. All building pad fill material shall be placed in 6 inch lifts, <br />per Appendix "A", and compacted to a minimum of 90% R.C.; <br />compaction tests to be taken by the Soils Engineer. <br />6. The Contractor shall coordinate his work with the Soils Engineer <br />(Anderson and Associates (209) 472-1091) to insure that adequate <br />compaction tests are taken. The costs of re -tests shall be <br />borne by the Contractor. <br />7. The Contractor shall submit the results of compaction tests for <br />all building pad fill exceeding 6 inch depth to the San Joaquin <br />County Building Inspection Department. <br />B. Al subdivision grading shall conform to U.B.C.()9Ag) CHAPTER 79 AND 70. <br />9. Excess material shall be stockpiled as shown on plan. Engineer <br />may raise grades during construction to eliminate some of the <br />excess material. <br />ACAMAO <br />YILLRGE <br />SUBDIVISION 1MpR011EMENT6 <br />SHEET04 OF 4 <br />JOB No. 89/07-1 <br />FILE <br />NO. <br />1 <br />Pf1T/fR RORD <br />W <br />o <br />~ <br />? <br />oA <br />2 <br />g o <br />a <br />Q <br />RCAM)7 o R09D <br />!p <br />3 <br />"e <br />serf <br />3 <br />Q <br />W0009R149 ROAD <br />UICINIrY <br />MAP <br />N0 4 CAL E <br />BAUMBACH & PIAZZA <br />CIVIL ENGINEERS OR RP I NG P1 RN <br />SURVEYORS <br />323 W. ELM ST. LODI, CALIF. <br />95240 PH: 209-388-9619 <br />SECTION D- D <br />5CALf.' /"=5'HOR. <br />BLDG. PAD <br />BLDG. PAD <br />Grading Notes: <br />1. A grading permit shall be secured by the Contractor from the San <br />Joaquin County Building Inspection Division. <br />2. The cost of the grading permit shall be reimbursed by the Owner <br />as an extra. <br />3. Contractor shall remove 12 inches of existing surface soil from <br />building pads; the resulting subgrade shall be scarified to a <br />depth of 8 inches and compacted to 90% R.C. minimum. The <br />removed material can then be replaced as engineered fill per <br />Appendix "A" of the Geotechnical Report. <br />4. All earthwork, grading and other construction per these plans <br />shall be done in accordance with the Geotechnical Report <br />prepared for the "Acampo Village" Project by Anderson and <br />Associates, their job number S9017, dated October 1, 1990. <br />5. All building pad fill material shall be placed in 6 inch lifts, <br />per Appendix "A", and compacted to a minimum of 90% R.C.; <br />compaction tests to be taken by the Soils Engineer. <br />6. The Contractor shall coordinate his work with the Soils Engineer <br />(Anderson and Associates (209) 472-1091) to insure that adequate <br />compaction tests are taken. The costs of re -tests shall be <br />borne by the Contractor. <br />7. The Contractor shall submit the results of compaction tests for <br />all building pad fill exceeding 6 inch depth to the San Joaquin <br />County Building Inspection Department. <br />B. Al subdivision grading shall conform to U.B.C.()9Ag) CHAPTER 79 AND 70. <br />9. Excess material shall be stockpiled as shown on plan. Engineer <br />may raise grades during construction to eliminate some of the <br />excess material. <br />ACAMAO <br />YILLRGE <br />SUBDIVISION 1MpR011EMENT6 <br />SHEET04 OF 4 <br />JOB No. 89/07-1 <br />FILE <br />NO. <br />1 <br />