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<br />1411
<br />APN 007-340-08
<br />I. N. 88101757
<br />FERNANDES
<br />I �
<br />007-330-07 ` z �k'
<br />\ fh APN 007-330-06
<br />D.N. 2002-225859
<br />CABEBE D.N. 2003-220945
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<br />)FESSi
<br />p M.(
<br />NO. 62009
<br />EXP. 9/30/2045
<br />9rE CIVIL ��P
<br />ANTONIO M. CONTI - CIVIL ENGINEER
<br />P.O. BOX 1395
<br />WOODBRIDGE, CALIFORNIA 95258
<br />A. M. CONTI, CIVIL ENGINEER
<br />PHONE (209) 475-0970
<br />DATE:
<br />R.C,E. N0: 62009
<br />EXP. DATE: 9/30105
<br />as �
<br />RETENTION DPO�NqNOTE
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<br />CORD DRAWING
<br />Correations By
<br />No Changes By Af rro,v
<br />Date o r
<br />$ Any Person Using This Drawing Should Verify
<br />All information By Ins acting The Site Of Work
<br />�t
<br />1
<br />[No
<br />R/W
<br />LEGEND:
<br />.ab•k
<br />GROUND ELEVATIONS
<br />V` PROPOSED DRAINAGE FLOW
<br />CONTOUR LINES
<br />UTILITY POLE
<br />DRAINAGE FLOW
<br />NOTE:
<br />1. PAD ELEVATIONS TO BE DETERMINED AT TIME OF BUILDING PERMIT APPLICATION
<br />PROCESS.
<br />2. EACH DRAINAGE RETENTION POND IS IN APPROXIMATE LOCATION TO BE
<br />DETERMINED AT TIME OF BUILDING PERMIT APPLICATION.
<br />3. PRIOR TO FINAL OCCUPANCY, EACH LOT OWNER SHALL CONSTRUCT
<br />A DRAINAGE RETENTION POND (OR PONDS) SO AS TO ACCOMMODATE STORM
<br />DRAINAGE RUNOFF. ALL PONDS SHALL NOT EXCEED 18 INCHES IN DEPTH AND
<br />DUST CONFORM TO SAN JOAQUIN COUNTY IMPROVEMENT STANDARDS, LOCATION
<br />AND DEPTH OF THE POND(S) SHALL APPEAR ON THE GRADING PLAN OR
<br />BUILDING PLAN AS SUBMITTED TO THE SAN JOAQUIN COUNTY BUILDING
<br />DEPARTMENT FOR APPROVAL. THE GRADING of EACH PARCEL SHALL BE
<br />DESIGNED, GRADED AND MAINTAINED TO RETAIN ALL IRRIGATION AND STORM
<br />DRAINAGE (INCLUDING GRIFFITH GATE LANE AND/OR JAHANT ROAD DRAINAGE)
<br />ON SITE.
<br />4. EACH LOT OWNER IS RESPONSIBLE FOR THE UPKEEP AND MAINTENANCE
<br />FOR SWALE AND RETENTION POND.
<br />5. EACH LOT SHALL HAVE A DITCH TO RETAIN THE RUNOFF WATER FROM ROAD
<br />AND A SWALE TO DIRECT THE RUNOFF WATER FROM DITCH PLUS SITE TO DRAIN
<br />IN RETENTION POND. SWALE AND POND TO BE DETERMINED BY EACH LOT
<br />OWNER AT TIME OF BUILDING PERMIT APPLICATION. (SEE DETAIL THIS SHEET).
<br />'g 6. ALL GRADING SHALL COMPLY WITH 2001 C.B.C. CHAPTER 18 AND APPENDIX
<br />CHAPTER 33.
<br />7. NO SLOPE SHALL BE STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL.
<br />8. REFER TO GEOTECHNICAL INVESTIGATION REPORT BY NEIL ANDERSON & ASSOC.,
<br />AUGUST, 2004 T4 DETERMINE LOT GRADING, SITE PREPARATION AND FOUNDATION
<br />RECOMMENDATION.
<br />9. ANY CONSTRUCTION ACTIVITY THAT RESULTS IN THE DISTURBANCE OF AT LEAST
<br />ONE(1) ACRE OF SOIL SHALL REQUIRE A STATE NPDES PERMIT.
<br />DITCH
<br />R
<br />5 5
<br />MIN. MIN.
<br />I
<br />j
<br />BERM
<br />I
<br />TYP. SECTION
<br />5'5'
<br />MIN. MIN.
<br />w
<br />J
<br />V)
<br />R
<br />PLAN
<br />BERM DETAIL
<br />NOT TO SCALE
<br />JOB NO. 04005 GRADING PLAN
<br />DATE 11/29/04
<br />DESIGN SJG GRIFFITH G LANE
<br />DRAWN SJG
<br />CHECKED AMC SAN JOAQUIN COUNTY, CA
<br />1.5' MAX.
<br />DITCH
<br />ROCK SLOPE PROTECTION PER
<br />CALTRANS STD. SPECIFICATIONS
<br />SEC. 72 METHOD B PLACEMENT
<br />SEE NOTE 4 & 5 ABOVE
<br />SHEET
<br />5
<br />OF 5 SHEETS
<br />
|