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3 �
<br />�a
<br />C U
<br />250
<br />XFFNrF
<br />� X
<br />�_0
<br />X FENCE
<br />EL. 242.1'
<br />N 2496.9
<br />E 4097.
<br />I
<br />N 2611.6
<br />E 4129.2
<br />1 �
<br />0 ��,,,/"`_"`- "N 2546
<br />z4 E 0
<br />11,
<br />i< X _-___--
<br />O CN
<br />NEW FENCE (BY OTHERS)
<br />CD co
<br />m
<br />M 140'X250' EARTHFILL PADcli \
<br />CONTRACTOR SHAL T ENTER THIS AREA x N 776.92
<br />� mFJ � �y� E 4369.72
<br />50' WIDE EAST BENCH
<br />m 1 18 x18 x6 D SUMP
<br />EXISTING FEE x
<br />3:1 SIDESLOPES �
<br />(DO NOT DAMAGE)
<br />X XFENCE
<br />EARTHFILL x x
<br />EL. 231.6'
<br />EL. 227' EL. 230'
<br />N 1380.9 N 966.3
<br />- PS8 - - Q �� '�S� E 4174.7 NL 12640'1 N 1201.2 X "203.4
<br />- E 4183.4
<br />E 4124.5
<br />_ - N 526.87 00
<br />----- E 4229.81
<br />--- 00 /x
<br />EL. 220.0'
<br />EL. 238.4' N 1416.9 _ - - - -- �\
<br />N 2333,1 III .... 4142.5 - - - -
<br />, -6 -
<br />`- E 3571 ° 5
<br />I
<br />EROSION CONTROL ON 3: SLOPES
<br />PER SECTION 10-1 (TYP:)
<br />DO NOT APPLY EROSION CONTROL
<br />BELOW PERIMETER BENCHES
<br />2315.
<br />334412
<br />1' DEEP V -DITCHES
<br />SEE' DETAIL
<br />3
<br />_� �2B
<br />EXISTING LANDFILL AREA
<br />EXISTING FENCE TO BE
<br />REMOVED BY OTHERS-\
<br />XI.
<br />N�233��
<br />F 324.0
<br />`3011.3
<br />260
<br />2
<br />?955.0
<br />262.
<br />FIINYN�
<br />x
<br />X �-
<br />MONITdRING WELL \
<br />266 DO NOT DAMAGE
<br />STAKE OUT AND
<br />STEP BACK 10'
<br />IIN ALL DIRECTION
<br />' DEEP x 2' WIDE DITCH 268
<br />EE DETAIL 5 2150.0
<br />2 ' N 2324. E 671.,5
<br />1� 8.5 - - - _
<br />J � N 2000.0
<br />L 2671.
<br />50' WIDE ACCESS28o-
<br />--- _
<br />AND HAUL ROAD C",
<br />\EARTHFIL � 290 d
<br />`, 300 LOo c
<br />310
<br />SC E IN FEET
<br />2SR
<br />2`36.
<br />2SS
<br />2Qo.
<br />2Q2
<br />DULE
<br />�Q
<br />Q
<br />2�6
<br />2AS
<br />2S2
<br />2SQ
<br />2S6
<br />4140.6
<br />L S TRENCH,\
<br />V- NCH (TYP.
<br />1'DEEP,
<br />3:1 SIDE OPES-
<br />7
<br />,1B 2C
<br />r
<br />50' SPA(
<br />(TYP.)
<br />\ 50' WIDE
<br />EST BENC
<br />2S8
<br />NL. 26 cm
<br />E
<br />N 1850.0\1
<br />2670.4
<br />\ 0 160 2©c
<br />Composite Topo Date: January 28,
<br />% /
<br />2002 by
<br />Siegfried
<br />/ i
<br />Engineering & October 1998 topo-Foothill
<br />sanitary
<br />SOIL STOC PIL
<br />(SEE DRAWING 1 CE
<br />3:1 TOE OF EARTHFILL
<br />(SEE DRAWING 1C)
<br />Landfill/2000 SURVEY.
<br />E 4149.5
<br />226
<br />228.
<br />2' DEEP x 2' WIDE DITCH,
<br />2:1 SIDESLOPES
<br />12' WIDE CHANNEL WITH $
<br />MN
<br />I X 2:1 SIDESLOPES, S= 0.01 16 I 2C
<br />I
<br />EL. 225'
<br />m N 354.2
<br />I EXISTING FENCE TO BE E 3232.1
<br />REMOVED BY OTHERS
<br />N 354.2
<br />E 3232.1 EARTHFILL_.,`�
<br />SOIL BERM
<br />I
<br />NOTES
<br />1. DISPOSE OF CLEARED AND GRUBBED MATERIAL, AND STRIPPINGS, AT LOCATION(S) ON
<br />SITE IDENTIFIED BY THE ENGINEER.
<br />BEGIN DITCH
<br />I ` 2. OVEREXCAVATED AREAS SHALL BE BACKFILLED TO REQUIRED GRADE WITH SELECT,
<br />I ON-SITE MATERIAL COMPACTED PER "EARTHFILL" AT NO ADDITIONAL EXPENSE TO THE
<br />�K. OWNER.
<br />3. EARTHWORK PLACEMENT AND COMPACTION SHALL MEET THE FOLLOWING REQUIREMENTS:
<br />EL. 254. / EARTHFILL
<br />669.0 EL. 250.9' FILL TYPE LOOSE LIFT MOISTURE DENSITY GRADE
<br />N 1400.1 THICKNESS CONTENT (ASTM D1557) TOLERANCE
<br />E 2697.2 SUBGRADE
<br />N 1352/2 90% f0.1 FT.
<br />N E E OSION CONTROL EARTHFILL 8" f3% OF OPTIMUM 90%
<br />+0.2-0.0 FT.
<br />PER SECTION 10-1 (TYP.) SOIL
<br />ROCK SLOPE PROTECTION
<br />(SEE NOTE 6) ---� STOCKPILE 12" MIN. 85� f 1 FT.
<br />INSTALL 24" DIA X 200", 12 GAGE CSP 4. COORDINATE TESTING OF EARTHFILL WITH ENGINEER PER SECTION 10-1.
<br />"' CULVERT WITH FLARED INLET END SECTION
<br />'280 257 STD PLAN D94 -A 5. OVERSIDE DRAINS SHALL INCLUDE METAL FLARED INLETS, ELBOWS, AND WATER -TIGHT
<br />EROSION CONTROL BAND COUPLINGS AND ANCHOR ASSEMBLIES AT EACH JOINT (STD PLANS D94A, D87A,
<br />290 PER SECTION 10-1 (TYP.) AND D97F).
<br />6. PLACE ROCK SLOPE PROTECTION, METHOD B PLACEMENT, FACING CLASS, OVER ROCK
<br />OVERSIDE' DRAIN SLOPE PROTECTION FABRIC, APPROXIMATELY 1.5' THICK, 10' WIDE, AND 20' LONG AT PIPE
<br />(SEE DRAWING 1C) OUTLET IN A 1.5' DEEP EXCAVATION, AS DIRECTED BY ENGINEER.
<br />FL EL. 222.4'
<br />N X54.3
<br />E 4149.5
<br />N 1228.6
<br />J E 4104.0
<br />50' WIDE ACCESS ROAD SUBGRADE
<br />�
<br />FUTURE
<br />SILTATION/
<br />A
<br />VEHICLE PAD
<br />07/02/02
<br />ISSUE FOR BID
<br />DETENTION
<br />FC
<br />FC
<br />12' WIDE CHANNEL
<br />WITH
<br />BASIN
<br />DESCRIPTION
<br />DWN BY
<br />2:1 SIDESLOPES
<br />CHK BY
<br />(BY OTHERS)
<br />DATE OF ISSUE DWN BY K. TROYER CHK BY
<br />JULY 2002 DES BY ' L APP BY
<br />975.7
<br />3975.5
<br />S=0.01
<br />\
<br />\,
<br />EL. 218'
<br />I
<br />N 354.2
<br />E 3932.1
<br />4
<br />50' WIDE SOUTH B NCH
<br />1B 26
<br />APPROXIMATE FUTURE
<br />EXCAVATION LIMIT BY OTHERS
<br />N p �(
<br />0
<br />1 BD 2A
<br />2' DEEP x 2' WIDE DITCH,
<br />2:1 SIDESLOPES
<br />12' WIDE CHANNEL WITH $
<br />MN
<br />I X 2:1 SIDESLOPES, S= 0.01 16 I 2C
<br />I
<br />EL. 225'
<br />m N 354.2
<br />I EXISTING FENCE TO BE E 3232.1
<br />REMOVED BY OTHERS
<br />N 354.2
<br />E 3232.1 EARTHFILL_.,`�
<br />SOIL BERM
<br />I
<br />NOTES
<br />1. DISPOSE OF CLEARED AND GRUBBED MATERIAL, AND STRIPPINGS, AT LOCATION(S) ON
<br />SITE IDENTIFIED BY THE ENGINEER.
<br />BEGIN DITCH
<br />I ` 2. OVEREXCAVATED AREAS SHALL BE BACKFILLED TO REQUIRED GRADE WITH SELECT,
<br />I ON-SITE MATERIAL COMPACTED PER "EARTHFILL" AT NO ADDITIONAL EXPENSE TO THE
<br />�K. OWNER.
<br />3. EARTHWORK PLACEMENT AND COMPACTION SHALL MEET THE FOLLOWING REQUIREMENTS:
<br />EL. 254. / EARTHFILL
<br />669.0 EL. 250.9' FILL TYPE LOOSE LIFT MOISTURE DENSITY GRADE
<br />N 1400.1 THICKNESS CONTENT (ASTM D1557) TOLERANCE
<br />E 2697.2 SUBGRADE
<br />N 1352/2 90% f0.1 FT.
<br />N E E OSION CONTROL EARTHFILL 8" f3% OF OPTIMUM 90%
<br />+0.2-0.0 FT.
<br />PER SECTION 10-1 (TYP.) SOIL
<br />ROCK SLOPE PROTECTION
<br />(SEE NOTE 6) ---� STOCKPILE 12" MIN. 85� f 1 FT.
<br />INSTALL 24" DIA X 200", 12 GAGE CSP 4. COORDINATE TESTING OF EARTHFILL WITH ENGINEER PER SECTION 10-1.
<br />"' CULVERT WITH FLARED INLET END SECTION
<br />'280 257 STD PLAN D94 -A 5. OVERSIDE DRAINS SHALL INCLUDE METAL FLARED INLETS, ELBOWS, AND WATER -TIGHT
<br />EROSION CONTROL BAND COUPLINGS AND ANCHOR ASSEMBLIES AT EACH JOINT (STD PLANS D94A, D87A,
<br />290 PER SECTION 10-1 (TYP.) AND D97F).
<br />6. PLACE ROCK SLOPE PROTECTION, METHOD B PLACEMENT, FACING CLASS, OVER ROCK
<br />OVERSIDE' DRAIN SLOPE PROTECTION FABRIC, APPROXIMATELY 1.5' THICK, 10' WIDE, AND 20' LONG AT PIPE
<br />(SEE DRAWING 1C) OUTLET IN A 1.5' DEEP EXCAVATION, AS DIRECTED BY ENGINEER.
<br />E
<br />MCON/OWT, INC.
<br />A SHAW GROUP COMPANY
<br />COUNTY OF SAN JOAQUIN
<br />FOOTHILL SANITARY LANDFILL
<br />SAN JOAQUIN COUNTY, CALIFORNIA
<br />MODULE 1 EXCAVATION PLAN
<br />0
<br />DRAWING NO.
<br />1 B
<br />PROJECT NO.
<br />835608
<br />0
<br />07/02/02
<br />ISSUE FOR BID
<br />KLT
<br />FC
<br />FC
<br />REV
<br />DATE
<br />DESCRIPTION
<br />DWN BY
<br />DES BY
<br />CHK BY
<br />APP BY
<br />DATE OF ISSUE DWN BY K. TROYER CHK BY
<br />JULY 2002 DES BY ' L APP BY
<br />E
<br />MCON/OWT, INC.
<br />A SHAW GROUP COMPANY
<br />COUNTY OF SAN JOAQUIN
<br />FOOTHILL SANITARY LANDFILL
<br />SAN JOAQUIN COUNTY, CALIFORNIA
<br />MODULE 1 EXCAVATION PLAN
<br />0
<br />DRAWING NO.
<br />1 B
<br />PROJECT NO.
<br />835608
<br />
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