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u <br />i <br />"/ <br />Tal <br />P/L <br />EL. 4.4' <br />EXIST. DITCH NEL. 0.4' <br />REVISIONS <br />NO, DESCRIPTION ENGR. CITY APPROVAL <br />INIT. BY I DATE <br />HIGH WATER — — — — — — — <br />M <br />ELEV. 4' 1 EL. 5Z' EXIST. GRADE <br />DRAINAGE POND <br />7 � o nwi <br />5EGTION A -A <br />DRAINAGE POND <br />SEAL: <br />Q <br />Q <br />O <br />O <br />V CONSTRUCTION SITE I RIGHT OF WAY <br />• <br />JOB 140. :0513571`1 <br />EXISTING 50 FT (15 METERS) MINIMUM <br />GROUND <br />EARNEST F. SMITH -CIVIL ENGINEER <br />DATE : 07/06/0606/06 11:12 a.m. <br />SCALE HORIZ.: AS SHOWN <br />SCALE <br />221 WEST OAK STREET, SUITE B-2 PHONE (209) 334-6523 — <br />LODI, CALIFORNIA 95240 <br />DATE:11 / D <br />_ Z R.C.E. NO.: 15372 <br />E.F. SMITH, DESIGN ENGINEER EXP. DATE: 3-31-07 <br />SCALE VERT.: <br />6" to 12" DEPTH OF WASHED WELL <br />DESIGN : EFS <br />CHECK : EFS <br />GRADED 3"-4" FRACTURED STONE AGGREGATE <br />311-III-111_7_u�_�� <br />II-III=III=11L==111=III= III-III_III=Ill-111-111_111-III=III-1 <br />6 INCHES <br />z <br />GEOTEXTILE MATERIAL (150 MM) MIN. <br />SECTION A -A <br />EXISTING <br />✓f <br />:a <br />EDGE OF <br />PMAIBR <br />° ^o° <br />^ a:•• t <br />•°:Y:a;°°P.• DIRECTIONs°? <br />*as: 15 FEET <br />OF TRAVEL <br />(4.5 METERS) <br />MINIMUM s"a•6°. <br />JOB 140. :0513571`1 <br />C-15372 y <br />rn <br />EXP. 3-31-07 <br />�9T 1 V \� ��\� <br />F OF CA� <br />EARNEST F. SMITH -CIVIL ENGINEER <br />DATE : 07/06/0606/06 11:12 a.m. <br />SCALE HORIZ.: AS SHOWN <br />SCALE <br />221 WEST OAK STREET, SUITE B-2 PHONE (209) 334-6523 — <br />LODI, CALIFORNIA 95240 <br />DATE:11 / D <br />_ Z R.C.E. NO.: 15372 <br />E.F. SMITH, DESIGN ENGINEER EXP. DATE: 3-31-07 <br />SCALE VERT.: <br />DRAWN : KD <br />DESIGN : EFS <br />CHECK : EFS <br />PLAN VIEW <br />NOTES <br />1. STABILIZED CONSTRUCTION SITE ACCESS SHALL BE <br />CONSTRUCTED OF 3" TO 4" WASHED, WELL—GRADED <br />FRACTURED STONE AGGREGATE, MATERIAL SHALL BE <br />PLACED TO A MINIMUM THICKNESS OF 6 INCHES, <br />SLOPED AWAY FROM THE ROADWAY. <br />2. LENGTH OF ENTRANCE SHALL BE A MINIMUM OF 50 <br />FEET (15 METERS). WIDTH SHALL BE A MIN. OF 15 <br />FT (4.5 METERS) OR GREATER IF NECESSARY TO <br />COVER ALL VEHICULAR INGRESS AND EGRESS. <br />PROVIDE AMPLE TURNING RADII. <br />3. THE ENTRANCE SHALL BE KEPT IN GOOD CONDITION <br />BY OCCASIONAL TOP DRESSING WITH MATERIAL AS <br />SPECIFIED IN NOTE 1. <br />4. ACCESSES SHALL BE INSPECTED WEEKLY DURING <br />PERIODS OF HEAVY USAGE, MONTHLY DURING <br />NORMAL USAGE, AND AFTER EACH RAINFALL, WITH <br />MAINTENANCE PROVIDED AS NECESSARY. PERIODIC <br />TOP DRESSING SHALL BE DONE AS NEEDED. <br />CONSTRUCTION ENTRANCE <br />ATEPA LANE AND C HAPAWEE LANE <br />SUBDIVISION IMPROVEMENTS <br />GRADING PLAN <br />SAN JOAQUIN COUNTY <br />CALIFORNIA <br />SHEET <br />9 <br />OF 9 <br />FILE NO. 051357P9 <br />