|
C
<br />1
<br />N 2.197.500.......
<br />2
<br />EXISTING GROUND ELEVATION (10 -FT CONTOUR) (NOTE 1)
<br />3
<br />APPROXIMATE EXISTING AREA 1 BOUNDARY
<br />DAPPROXIMATE
<br />N 2,202,500
<br />°, 220.64 n 1
<br />is / RBR
<br />220-61Res � 1 2 !
<br />o
<br />104
<br />w �
<br />,• �
<br />� —�
<br />. '-
<br />w -w '
<br />`I
<br />ti
<br />........
<br />0 2501 500' \
<br />SURFACE WATER SAMPLING POINT
<br />_ — — % 1
<br />/ FLTX 1/2' RB
<br />SCALE IN FEET ..
<br />_ �,
<br />s
<br />APPROXIMATE DRAINAGE BASIN LIMITS
<br />®
<br />APPROXIMATE SOIL STOCKPILE LIMITS
<br />EXISTING SURFACE WATER POND
<br />® m
<br />APPROXIMATE SITE PREPARATION BOUNDARY
<br />E
<br />2,2(12,0002774
<br />I
<br />I
<br />I
<br />(ji.,
<br />65
<br />mi 2,201.000
<br />1
<br />fo.
<br />SURVEY CONTROL
<br />2,200.500. }{�4 �RQUo�+ + + �{ POINT (TYP.)INDLE W/FLT— +
<br />{ EXISTING { sz7s
<br />\ AREA "I" ( SPIN. w/FLT-X
<br />l , I I,•\ SCA
<br />ENTRANCE ROAD LE HOUSE
<br />N 2200.000 --I— —`— — — { \ + + +
<br />Q oW .
<br />_ h ENTRANCE ROAD
<br />w SITE GATE
<br />N
<br />2.199.500
<br />1 al I \\ \ \\ SITE ACCESS ROAD I 1 /}
<br />v� {� EXISTING
<br />_ .
<br />AREA 1
<br />�N2,199,000 + ~�\. + = —}— DRAINAGE BASIN 1� �_ y _—I-�� `• —�V �I ,•\—� 1\ `" +
<br />SEE DETAIL 27 ON . --
<br />DRAWING C-11
<br />f RM WATER
<br />APPROXIMATE SITE
<br />PREPARATION BOUNDARY DIVERSION OB SR N(TVP.)
<br />/ t j
<br />1%
<br />-✓
<br />,/ At o
<br />--: DRAWING C-11 \ \
<br />N 2.198,500 \ BERM
<br />DRAWING C-1 1
<br />I [7 APPROXIMATE I v IIj
<br />LIMITS OF SOIL I� - '" 4 { ' T STORM WATER L`
<br />'� I I,}jI DIVERSION BERM (TVP) \\ \\\
<br />\ STOCKPILE m • ' III { rr SEE DETAIL 35 \\ \ \
<br />I r \: AREP 2A r1 ON \ \ \
<br />=1 2,198.000FLA�e\
<br />ii., :•\ _ ,.Xf. fY �/.I^/ STAT ON\\
<br />GE BASIN
<br />DRAINA 2 �c/�,.i�w�%
<br />4—
<br />"j � {
<br />v�\A movAo
<br />\\
<br />\ CONTRACTOR STAGING AREA
<br />AND SOIL BORROW AREA (NOTE 3) I81 3
<br />\ i
<br />N 2.197.500.......
<br />\
<br />EXISTING GROUND ELEVATION (10 -FT CONTOUR) (NOTE 1)
<br />\ m
<br />APPROXIMATE EXISTING AREA 1 BOUNDARY
<br />DAPPROXIMATE
<br />!
<br />o \
<br />ioa � v s ��
<br />ro
<br />234.2 < "' e ` Y\YA
<br />°, 220.64 n 1
<br />is / RBR
<br />220-61Res � 1 2 !
<br />o
<br />104
<br />w �
<br />GENERAL DIRECTION OF DRAINAGE
<br />FLTX m ;PINDLE 'a V m '. X��
<br />- - - : ._ �w w
<br />wIb-
<br />. '-
<br />w -w '
<br />`° 15.4 m
<br />w� w
<br />GROUNDWATER MONITORING WELL
<br />0 2501 500' \
<br />SURFACE WATER SAMPLING POINT
<br />_ — — % 1
<br />/ FLTX 1/2' RB
<br />SCALE IN FEET ..
<br />_ �,
<br />s
<br />r
<br />+
<br />+
<br />NOTES:
<br />1. EXISTING SITE TOPOGRAPHY PREPARED BY ANDREGG GEOMATICS AND BASED ON 0822/12 AND 0320114 AERIAL
<br />PHOTOGRAPHY.
<br />2, HORIZONTAL COORDINATES BASED ON CALIFORNIA STATE PLANE COORDINATE SYSTEM, ZONE 3, NAD 83.
<br />VERTICAL DATUM PROVIDED BY THE ENGINEER.
<br />3. CONTRACTOR SHALL NOT EXCAVATE THE SOIL BORROW AREA BELOW 225 FT MSL.
<br />4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING AND DETERMINING THE LOCATION OF ALL EXISTING
<br />FACILITIES, UTILITIES, AND TAKING ALL NECESSARY PRECAUTIONS TO PREVENT DAMAGE TO THEM.
<br />5, THE CONTRACTOR SHALL FLAG AND PROTECT ALL EXISTING MONITORING WELLS AND PROVIDE UNINTERRUPTED
<br />ACCESS TO ALL EXISTING MONITORING WELLS FOR THE LIFE OF THIS CONTRACT.
<br />6. EXISTING SURFACE WATER POND BOUNDARY SHOWN IS APPROXIMATE, AND IS BASED ON "DRAFT WETLAND
<br />DELINEATION MAP, FOOTHILL SANITARY LANDFILL EXPANSION, SAN JOAQUIN COUNTY, CALIFORNIA", PREPARED BY
<br />MONK AND ASSOCIATES, INC., DATED "10 FEBRUARY. 2014".
<br />7, THE CONTRACTOR SHALL SCHEDULE AND PERFORM HIS CONSTRUCTION ACTIVITIES IN SUCH A MANNER AS TO NOT
<br />INTERRUPT THE CURRENT LANDFILL OPERATIONS LOCATED AT THE EXISTING AREA 1 SITE. THE LANDFILL OPERATOR
<br />WILL BE OBTAINING DAILY OPERATIONS SOIL FROM THE STOCKPILE AREA. THE CONTRACTOR SHALL COOPERATE WITH C
<br />AND COORDINATE HIS WORK WITH THE ENGINEER.
<br />8. SURVEY CONTROL POINTS WILL BE PROVIDED BY SAN JOAQUIN COUNTY.
<br />9, THE CONSTRUCTION CONTROL SHALL BE GENERATED ELECTRONICALLY BY THE CONTRACTOR'S SURVEYOR. THE
<br />GRADING PLANS WILL BE PROVIDED IN ELECTRONIC FORMAT TO THE CONTRACTOR'S SURVEYOR UPON REQUEST.
<br />SURVEY CONTROL POINT TABLE
<br />LEGEND
<br />290
<br />EXISTING GROUND ELEVATION (10 -FT CONTOUR) (NOTE 1)
<br />—
<br />APPROXIMATE EXISTING AREA 1 BOUNDARY
<br />DAPPROXIMATE
<br />AREA 2A EARTHWORK LIMIT
<br />s. 41
<br />SURVEY CONTROL POINT %
<br />w �
<br />GENERAL DIRECTION OF DRAINAGE
<br />STORM WATER DIVERSION BERM (SEE DETAIL 35 ON DRAWING C-11)
<br />GROUNDWATER MONITORING WELL
<br />0 2501 500' \
<br />SURFACE WATER SAMPLING POINT
<br />LFG MONITORING PROBE
<br />SCALE IN FEET ..
<br />-
<br />SURVEY MONUMENT
<br />APPROXIMATE DRAINAGE BASIN LIMITS
<br />®
<br />APPROXIMATE SOIL STOCKPILE LIMITS
<br />EXISTING SURFACE WATER POND
<br />® m
<br />APPROXIMATE SITE PREPARATION BOUNDARY
<br />E
<br />NOTES:
<br />1. EXISTING SITE TOPOGRAPHY PREPARED BY ANDREGG GEOMATICS AND BASED ON 0822/12 AND 0320114 AERIAL
<br />PHOTOGRAPHY.
<br />2, HORIZONTAL COORDINATES BASED ON CALIFORNIA STATE PLANE COORDINATE SYSTEM, ZONE 3, NAD 83.
<br />VERTICAL DATUM PROVIDED BY THE ENGINEER.
<br />3. CONTRACTOR SHALL NOT EXCAVATE THE SOIL BORROW AREA BELOW 225 FT MSL.
<br />4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING AND DETERMINING THE LOCATION OF ALL EXISTING
<br />FACILITIES, UTILITIES, AND TAKING ALL NECESSARY PRECAUTIONS TO PREVENT DAMAGE TO THEM.
<br />5, THE CONTRACTOR SHALL FLAG AND PROTECT ALL EXISTING MONITORING WELLS AND PROVIDE UNINTERRUPTED
<br />ACCESS TO ALL EXISTING MONITORING WELLS FOR THE LIFE OF THIS CONTRACT.
<br />6. EXISTING SURFACE WATER POND BOUNDARY SHOWN IS APPROXIMATE, AND IS BASED ON "DRAFT WETLAND
<br />DELINEATION MAP, FOOTHILL SANITARY LANDFILL EXPANSION, SAN JOAQUIN COUNTY, CALIFORNIA", PREPARED BY
<br />MONK AND ASSOCIATES, INC., DATED "10 FEBRUARY. 2014".
<br />7, THE CONTRACTOR SHALL SCHEDULE AND PERFORM HIS CONSTRUCTION ACTIVITIES IN SUCH A MANNER AS TO NOT
<br />INTERRUPT THE CURRENT LANDFILL OPERATIONS LOCATED AT THE EXISTING AREA 1 SITE. THE LANDFILL OPERATOR
<br />WILL BE OBTAINING DAILY OPERATIONS SOIL FROM THE STOCKPILE AREA. THE CONTRACTOR SHALL COOPERATE WITH C
<br />AND COORDINATE HIS WORK WITH THE ENGINEER.
<br />8. SURVEY CONTROL POINTS WILL BE PROVIDED BY SAN JOAQUIN COUNTY.
<br />9, THE CONSTRUCTION CONTROL SHALL BE GENERATED ELECTRONICALLY BY THE CONTRACTOR'S SURVEYOR. THE
<br />GRADING PLANS WILL BE PROVIDED IN ELECTRONIC FORMAT TO THE CONTRACTOR'S SURVEYOR UPON REQUEST.
<br />SURVEY CONTROL POINT TABLE
<br />FEET
<br />PT# NORTHING EAST ING ELEVATION DESCRIPTION
<br />DATE OF AERIAL PHOTOGRAPHY 03/20/2014
<br />AERIAL MAPPING COMPILED AT 1 100 WITH A 2' CONTOUR INTERVAL
<br />HORIZONTAL DATUM: CALIFORNIA STATE PLANE COORDINATE SYSTEM ZONE III NAD 83
<br />■[
<br />7.11.
<br />EXISTING SURFACE
<br />WATER POND
<br />(NOTE 6)
<br />+
<br />w �
<br />a
<br />m
<br />w
<br />FEET
<br />PT# NORTHING EAST ING ELEVATION DESCRIPTION
<br />DATE OF AERIAL PHOTOGRAPHY 03/20/2014
<br />AERIAL MAPPING COMPILED AT 1 100 WITH A 2' CONTOUR INTERVAL
<br />HORIZONTAL DATUM: CALIFORNIA STATE PLANE COORDINATE SYSTEM ZONE III NAD 83
<br />■[
<br />7.11.
<br />
|