Laserfiche WebLink
TRANSFER <br />�.. <br />�- STATION <br />SCALE <br />HOUSE <br />r <br />O <br />PHASE 2 <br />t 4" f-� <br />PERIMETER ROAD TO BE INSTALLED <br />IN A SEPARATE MOBILIZATION, PHASE 2 <br />SEE SPECIFICATIONS <br />EROSION CONTROL ON EXISTING N3:1 SLOPES <br />AREAS TO BE IDENTIFIED BY ENGINEER <br />(APPROX. 20 ACRES) <br />CN <br />O <br />&NAM <br />0 - 100 200 <br />SCALE IN FEET e. <br />o0 <br />IV <br />� � n <br />0 1 � <br />N� OFFICE \ <br />....� N 7135.0 <br />00 <br />SOIL STOCKPILE <br />(SEE DRAWING 5) <br />1 <br />O 00 <br />LO "t <br />r- <br />EL. 116.0' <br />N 6 6 6 4. <br />E 11075.9 <br />EXISTING LINER <br />EL. 116.0' <br />N 6,689.5 <br />— _ E 9,975.7 <br />FLAG AND PROTECT ALL <br />GROUNDWATER WELLS (TYP.) <br />Composite Topo Date: January 25, 2002 by Siegfried Engineering & 98 photo. <br />PROJECT ENGINEER <br />DATE <br />CHECKED <br />E 10285.9 <br />DATE <br />SUBMITTED <br />DATE APPROVAL RECOMMENDED <br />DATE <br />// OZ <br />a), ' <br />E 10291.3 <br />O <br />ACAD <br />FILE <br />NAME <br />DRAWER <br />SHEET NO. <br />0 <br />07/02/02 <br />ISSUE FOR BID <br />KLT <br />FC <br />. tS -110 <br />PERIMETER ROAD ' BERM ROAD <br />...,_.....,..lam, <br />N 6,504.2 <br />E 9,873.5 <br />3' OFFSET <br />SEE SECTION <br />E 9,901.8 <br />WEST PERIMETER BERM, MODULE 4 <br />(WITH DRAINAGE DITCH), SEE DETAIL <br />NOTES <br />1. DISPOSE OF CLEARED AND GRUBBED MATERIAL, AND STRIPPINGS, AT LOCATION(S) ON <br />SITE IDENTIFIED BY THE ENGINEER <br />2. OVEREXCAVATED AREAS SHALL BE BACKFILLED TO REQUIRED GRADE WITH SELECT, ON—SITE <br />MATERIAL COMPACTED PER "EARTHFILL" AT NO ADITIONAL EXPENSE TO THE OWNER <br />3. EARTHWORK PLACEMENT AND COMPACTION SHALL MEET THE FOLLOWING REQUIREMENTS: <br />LOOSE LIFT MOISTURE DENSITY GRADE <br />FILL TYPE THICKNESS CONTENT (ASTM D1557) TOLERANCE <br />SUBGRADE 90% t0.1 FT. <br />EARTHFILL 8" t3% OF OPTIMUM 90% t0.2-0.0 FT. <br />SOIL 12" MIN. 85% t 1 FT. <br />STOCKPILE <br />AGGREGATE 8" f2% OF OPTIMUM 95% t 0.05 FT. <br />BASE <br />4. COORDINATE TESTING OF EARTHFILL WITH ENGINEER PER SECTION 10-1 <br />PROVIDE TRAFFIC CONTROL FOR <br />COUNTY VEHICLES AND CONTRACTOR <br />EQUIPMENT CROSSING <br />PHASE 1 <br />30' WIDE IMPROVEMENT ROAD, PHASE 1 <br />PLACE 6" THICK AGGREGATE BASE ON <br />EXISTING SURFACE, AND TOP WITH <br />�FSSARY PENETRATION TREATMENT AND CHIP SEAL <br />N 6,119.7 <br />49,961.0 <br />EMCON/OWT, INC. <br />A SHAW GROUP COMPANY <br />E 11130.4 <br />L_ --110 <br />001 <br />ACCESS ROAD AND BERM, MODULE 4 <br />2 <br />12' WIDE DRAINAGE DITCH <br />4 7 <br />N 6022.1 <br />E 10436.0 <br />X40 WIDE HAUL RAMP <br />N 5885.1 <br />. <br />E 10285.9 <br />N 6072.5 <br />E 10291.3 <br />O <br />N 6076.2 <br />0 <br />07/02/02 <br />ISSUE FOR BID <br />KLT <br />FC <br />FC <br />REV <br />DATE <br />DESCRIPTION <br />OWN BY <br />DES BY <br />I CHK BY <br />I APP BY <br />DATE OF ISSUE OWN BY R. BALLAL CHK BY FC <br />JULY 2002 DES BY FC APP BY F. COPE wo <br />NOTES <br />1. DISPOSE OF CLEARED AND GRUBBED MATERIAL, AND STRIPPINGS, AT LOCATION(S) ON <br />SITE IDENTIFIED BY THE ENGINEER <br />2. OVEREXCAVATED AREAS SHALL BE BACKFILLED TO REQUIRED GRADE WITH SELECT, ON—SITE <br />MATERIAL COMPACTED PER "EARTHFILL" AT NO ADITIONAL EXPENSE TO THE OWNER <br />3. EARTHWORK PLACEMENT AND COMPACTION SHALL MEET THE FOLLOWING REQUIREMENTS: <br />LOOSE LIFT MOISTURE DENSITY GRADE <br />FILL TYPE THICKNESS CONTENT (ASTM D1557) TOLERANCE <br />SUBGRADE 90% t0.1 FT. <br />EARTHFILL 8" t3% OF OPTIMUM 90% t0.2-0.0 FT. <br />SOIL 12" MIN. 85% t 1 FT. <br />STOCKPILE <br />AGGREGATE 8" f2% OF OPTIMUM 95% t 0.05 FT. <br />BASE <br />4. COORDINATE TESTING OF EARTHFILL WITH ENGINEER PER SECTION 10-1 <br />PROVIDE TRAFFIC CONTROL FOR <br />COUNTY VEHICLES AND CONTRACTOR <br />EQUIPMENT CROSSING <br />PHASE 1 <br />30' WIDE IMPROVEMENT ROAD, PHASE 1 <br />PLACE 6" THICK AGGREGATE BASE ON <br />EXISTING SURFACE, AND TOP WITH <br />�FSSARY PENETRATION TREATMENT AND CHIP SEAL <br />N 6,119.7 <br />49,961.0 <br />EMCON/OWT, INC. <br />A SHAW GROUP COMPANY <br />E 11130.4 <br />L_ --110 <br />001 <br />ACCESS ROAD AND BERM, MODULE 4 <br />2 <br />12' WIDE DRAINAGE DITCH <br />4 7 <br />N 6022.1 <br />E 10436.0 <br />X40 WIDE HAUL RAMP <br />N 5885.1 <br />. <br />E 10285.9 <br />N 6072.5 <br />E 10291.3 <br />O <br />N 6076.2 <br />E 10129.3 <br />''111111 N 5889.8 <br />—'�► �,I E 10124.0 � <br />PLACE AGGREGATE BASE AND <br />TOP WITH PENETRATION TREATMENT <br />IN PHASE 3 <br />COUNTY OF SAN JOAQUIN <br />NORTH COUNTY RECYCLING CENTER <br />AND SANITARY LANDFILL <br />SAN JOAQUIN COUNTY, CALIFORNIA <br />MODULE 4 EXCAVATION PLAN <br />DRAWING NO <br />4 <br />PROJECT NO. <br />835608 <br />