HomeMy WebLinkAboutPG_E_Pulga_Grading_V0_SignedKnow what's below.
before you dig.Call
ZERO
SAFETY
IN ON
1 4
CIVIL LEGEND
EXISTING
SPOT ELEVATION
CONTOUR LINE
POST OR GUARD POST
UTILITY POLE
CENTER LINE, BUILDING, ROAD, ETC.
STRUCTURE, BUILDING OR FACILITY
PROPERTY LINEEMBANKMENT AND SLOPE
GUY ANCHOR
DECIDUOUS TREE
XX
SURVEY CONTROL POINT
ELEV
XX
DRAINAGE WAY OR DITCH
DOUBLE SWING GATE
PROPOSED
UTILITY CULVERT
OR COORDINATES AND ELEVATION
LOCATION/GRADING CONTROL POINT -#
CHAIN LINK FENCE
157.7
155OR
PROJECT LOCATION
LOCATION MAP
NOT TO SCALE
158.5
155OR
3:1
N 1000.00
EL 100.00
E 1000.00
HW Y 70
4 TREES ROAD
HWY 70TO PARKH ILL PULGA ROADCAMP CREEK ROADFEATHER RIVERUPRRTOWN OF PULGA
BUTTE COUNTY, CALIFORNIA
GRADING PLAN GENERAL NOTES AND LEGEND
PULGA ROAD AND CAMP CREEK ROAD
PG&E PULGA REMOTE GRID
JOB SPECIFIC NOTES
CONSTRUCTION NOTES AND SPECIFICATIONS:GENERAL CIVIL NOTES
A MINIMUM OF 90% OF MAXIMUM DRY DENSITY.
6-INCHES 3/4" CRUSHED DRAIN ROCK, COMPACTED TO
EXISTING PROPOSED
BUTTE COUNTY, CALIFORNIA
PULGA ROAD AND CAMP CREEK ROAD
PG&E PULGA REMOTE GRID
12345 12345BY
APPROVED
OK
SUPV
DSGN
DWN
CHKD
DATE
SCALES
DWG LIST
SUPSDS
SUPSD BY
SHEET NO.SHEETSOF
WALNUT CREEK, CALIFORNIA
0 INCH INCH0FOLDFOLDFOLD FOLDFOLDFOLD
FOLDFOLDPACIFIC GAS AND ELECTRIC COMPANY
BILL OF MATL
1 2 3 4 5 6 7 8 9 10
A
B
C
D
E
1 2 3 4 5 6 7 8 9 10
A
B
C
D
E
$FILEA$08-20-19 $TIME$$USER$$PENTBLA$PSRS
DESCRIPTIONDATE PM/SPEC DWN CHKD SUPV APVD BYNO.
R E V I S I O N S
0 8/29/19 ISSUED for PERMIT
---------
NO SCALE
IN ACCORDANCE WITH THE SWPPP DOCUMENT.
MEASURES TO POSITIVELY PRECLUDE EROSION MATERIALS FROM LEAVING THE SITE
EROSION CONTROL DEVICES DURING CONSTRUCTION. CONTRACTOR SHALL TAKE
SHALL BE RESPONSIBLE FOR IMPLEMENTING AND MAINTAINING SUCH
EROSION CONTROL BMPS SHALL BE INSTALLED BY A 3RD PARTY AND CONTRACTOR
OR INTERSECTION POINT NEAREST TO THE SPOT ELEVATION SYMBOL SHOWN.
ELEVATIONS SHOWN. SPOT ELEVATIONS REFER TO THE CORNER, ANGLE POINT
SLOPE UNIFORMLY BETWEEN LOCATION/GRADING CONTROL POINTS AND SPOT
ELEVATIONS GIVEN ARE TO FINISH GRADE UNLESS OTHERWISE SHOWN.
EXCAVATION SHALL BE SUPPORTED DURING CONSTRUCTION ACTIVITIES.
EXISTING UTILITIES, PIPELINES, AND STRUCTURES THAT ARE EXPOSED DURING
THE ACCURACY OF THE INFORMATION CONVEYED IN THE SCREENED DRAWINGS.
DOCUMENTS OF PAST PROJECTS. NO WARRANTY IS EXPRESSED OR IMPLIED AS TO
REFLECTING EXISTING FACILITIES OR INFORMATION IS DERIVED FROM CONTRACT
PRIOR TO USING THE INFORMATION FOR ANY PURPOSE. SCREENED INFORMATION
DRAWINGS AND SPECIFICATIONS TO REFLECT EXISTING FACILITIES OR INFORMATION
CONTRACTOR SHALL FIELD VERIFY SCREENED ELEMENTS AND AERIAL PHOTOS USED IN
ELEMENT IS NOT SELF EXPLANATORY.
UNDER OTHER DISCIPLINES. CONSULT THE ENGINEER IF SCREENING OF ANY
BE SCREENED, EVEN IF SUCH WORK IS TO BE CONSTRUCTED IN THIS CONTRACT
DETAILS BEING SHOWN. WORK NOT SPECIFIC TO THE DISCIPLINE BEING SHOWN MAY
WHEN INFORMATION, IF DRAWN IN SOLID LINES, WOULD OBSCURE THE PARTICULAR
SHOWN HEAVY-LINED EXCEPT SCREENING MAY BE USED FOR NEW FACILITIES
LIGHT-LINED. NEW PIPING, EQUIPMENT, STRUCTURES, AND FINISHED GRADE ARE
EXISTING PIPING, EQUIPMENT, AND TOPOGRAPHY IS SHOWN SCREENED AND/OR
CONSTRUCTION.
PRIOR TO SHOP DRAWING SUBMITTALS. PROTECT ALL EXISTING UTILITIES DURING
LOCATIONS AND SIZES OF ALL EXISTING UTILITIES, PIPELINES, AND STRUCTURES
ACCURATELY SHOWN. CONTRACTOR SHALL VERIFY HORIZONTAL AND VERTICAL
EXISTING UTILITIES, PIPELINES, AND STRUCTURES MAY NOT BE COMPLETELY OR
FOR NAVD88 (12B) ADD 12.58 FEET TO ELEVATIONS SHOWN.
EL 1401.31
E 6717663.25
N 2419137.56
CP #1 FOUND BRASS DISC
PROJECT CONTROL:
VERTICAL DATUM: LOCAL DATUM FROM BRASS DISC AT POE DAM
HORIZONTAL DATUM: CA STATE PLANE NAD83 (2011), ZONE 2
BY PG&E ON 7/16/19
SOURCE OF TOPOGRAPHY SHOWN IS BASED ON TOPOGRAPHIC SURVEY COMPLETED
95% RELATIVE COMPACTION.
ON 6" PREPARED SUBGRADE, BOTH COMPACTED TO
12" CALTRANS 3/4" CLASS II AGGREGATE BASE ROCK
7. INTERMEDIATE GEOGRID REINFORCEMENT SHALL BE WRAPPED AROUND THE FACE OF THE SLOPE.
6. PLACE COMPACTED BACKFILL OVER GEOGRID IN 8 INCH LIFTS
5. SECURE GEOGRIDS USING MAXIMUM PIN OR STAPLE SPACING OF 5 FEET
4. OVERLAP GEOGRIDS A MINIMUM OF 12 INCHES
3. LAY GEOGRIDS FREE OF TENSION, FOLDS, WRINKLES, OR CREASES
2. ORIENT GEOGRIDS WITH LONG DIMENSION OF EACH SHEET PARALLEL TO DIRECTION OF SLOPE
OF THE GEOGRID DESIGN. PROVIDE A GENERALLY LEVEL SOIL CONDI OF THE GEOGRID LAYER.
1. REMOVE EXISTING SOILS IN THE REINFORCED SOIL AREA TO THE MAXIMUM EMBEDMENT LENGTH
C. GEOGRID REINFORCMENT PLACEMENT:
5. SECURE GEOTEXTILES USING A MAXIMUM PIN OR STAPLE SPACING OF 5 FEET
A MAXIMUM PIN OR STAPLE SPACING OF 2 FEET
4. SECURE EROSION CONTROL BLANKET USING AN ANCHOR TRENCH OFFSET FROM THE TOP OF SLOPE AND
3. OVERLAP GEOTEXTILES AND EROSION CONTROL BLANKETS A MINIMUM 18 INCHES
2. ORIENT GEOSYNTHETICS WITH LONG DIMENSION OF EACH SHEET PARALLEL TO DIRECTION OF SLOPE
1. LAY AND MAINTAIN GEOSYNTHETICS FREE OF TENSION, FOLDS, WRINKLES, OR CREASES
B. GEOSYNTHETIC (EROSION CONTROL BLANKET, GEOTEXTILE)
DURING CONSTRUCTION TO ADAPT TO SPECIFIC SOIL BEHAVIOR.
4. THESE SPECIFICATIONS MAY BE CHANGED BASED ON RECOMMENDATIONS BY THE ENGINEER
MODIFIED PROCTOR MAXIMUM DRY DENSITY (ASTM D1557).
COMPACTION EQUIPMENT, OR UNTIL COMPACTED TO A MINIMUM OF 95 PERCENT OF THE SOIL'S
3. SPREAD EVENLY AND COMPACT UNTIL LIFT IS FIRM AND UNYIELDING UNDER FURTHER PASSES FROM
2. MOISTURE CONDITION THE SOIL TO WITHIN 2 PERCENT OF THE OPTIMUM MOISTURE CONTENT.
SELF-PROPELLED COMPACTION EQUIPMENT IS USED.
COMPACTION EQUIPMENT IS USED AND NOT EXCEEDING 8 INCHES (LOOSE THICKNESS) WHERE
1. PLACE EARTHFILL IN LIFTS NOT EXCEEDING 6 INCHES (LOOSE THICKNESS) WHERE HAND-OPERATED
A. EARTHFILL PLACEMENT:
3. EXECUTION SPECIFICATIONS:
SCHEDULE OF SHEETS
SHT 4 - GRADING PLAN CROSS SECTIONS
SHT 3 - GRADING PLAN SECTIONS AND DETAILS
SHT 2 - GRADING PLAN
SHT 1 - GRADING PLAN GENERAL NOTES AND LEGEND
a. TENSAR INTERNATIONAL CORP: UX 1500
3. MANUFACTURERS:
2. 7810 LB/FT ULTIMATE TENSILE STRENGTH PER ASTM D 6637
1. INTEGRALLY FORMED, HDPE
F. PRIMARY GEOGRID REINFORCEMENT:
a. TENSAR INTERNATIONAL CORP: BX 1120
4. MANUFACTURERS:
3. 2 PERCENT CARBON BLACK CONTENT
2. 850 LB/FT UTLIMATE TENSILE STRENGTH IN MACHINE DIRECTION PER ASTM D 6637
1. INTEGRALLY FORMED, UV STABLE, POLYPROPYLENE
D. INTERMEDIATE GEOGRID REINFORCEMENT
THE FILL MATERIAL.
4. SOIL CLODS OR COBBLES LARGER THAN 4 INCHES SHOULD BE BROKEN DOWN OR REMOVED FROM
3. MATERIAL SHOULD HAVE LESS THAN 40 PERCENT FINES AND A PLASTICITY INDEX LESS THAN 10.
CONTAMINATION.
2. IMPORTED MATERIAL THAT IS NON-EXPANSIVE AND CLEAN WITH NO REFUSE, DEBRIS, OR OTHER
1. EXCAVATED MATERIAL THAT IS FREE OF DEBRIS AND ORGANIC MATERIAL.
C. EARTHFILL:
d. OR EQUIVALENT
c. PROPEX OPERATING CO: GEOTEX 801
b. TENCATE GEOSYNTHETICS: MIRAFI 180N
a. SKAPS INDUSTRIES: GE 180
3. MANUFACTURERS:
2. 8 OUNCE PER SQUARE YARD
1. NON-WOVEN, NEEDLE-PUNCHED, POLYPROYLENE
B. GEOTEXTILE FABRIC:
b. OR EQUIVALENT
a. NORTH AMERICAN GREEN: ERONET P300
3. MANUFACTURERS:
2. 90 PERCENT OR GREATER UV STABILITY PER ASTM D 4355
1. POLYPROPYLENE
A. EROSION CONTROL BLANKET
2. PRODUCT SPECIFICATIONS:
NON-UTILITIES BEFORE YOU DIG, GRADE, OR EXCAVATE.
CONTACT) IN ADVANCE FOR THE MARKING OF UNDERGROUND UTILITIES, INCLUDING ALL
CALL 811 (1-800-227-2600) A MINIMUM OF 2 BUSINESS DAYS (NOT INCLUDING INITIAL DAY OF
1. UNDERGROUND SERVICE ALERT:
GENERAL REQUIREMENTS:
Know what's below.
before you dig.Call
ZERO
SAFETY
IN ON
2 4
FEET 0 20 40 80
BUTTE COUNTY, CALIFORNIA
GRADING PLAN
PULGA ROAD AND CAMP CREEK ROAD
PG&E PULGA GRID SITE
12345 12345BY
APPROVED
OK
SUPV
DSGN
DWN
CHKD
DATE
SCALES
DWG LIST
SUPSDS
SUPSD BY
SHEET NO.SHEETSOF
WALNUT CREEK, CALIFORNIA
0 INCH INCH0FOLDFOLDFOLD FOLDFOLDFOLD
FOLDFOLDPACIFIC GAS AND ELECTRIC COMPANY
BILL OF MATL
1 2 3 4 5 6 7 8 9 10
A
B
C
D
E
1 2 3 4 5 6 7 8 9 10
A
B
C
D
E
$FILEA$08-20-19 $TIME$$USER$$PENTBLA$PSRS
DESCRIPTIONDATE PM/SPEC DWN CHKD SUPV APVD BYNO.
R E V I S I O N S
0 8/28/19 ISSUED for PERMIT
_________
_________
1" = 40'
XX
X X XXXMAX20%
MAX10% 10%TO BE REMOVED
EXISTING CONCRETE
TOE OF FILL
TOP OF CUT
TOP OF CUT
TOE OF FILL
TOP OF CUT
A
AB
B
D
D
C
C
UNION PACIFIC RAILROAD
058-540-003-000
APN 058-540-001-000
A MINIMUM OF 90% OF MAXIMUM DRY DENSITY.
6-INCHES 3/4" CRUSHED DRAIN ROCK, COMPACTED TO
95% RELATIVE COMPACTION.
ON 6" PREPARED SUBGRADE, BOTH COMPACTED TO
12" CALTRANS 3/4" CLASS II AGGREGATE BASE ROCK
CONSTRUCTION NOTES LEGEND
PER PG&E STD L-50
6' SECURITY FENCE
SEE SHEET 3 FOR DETAIL
FOR THIS PROPOSED PG&E REMOTE GRID SITE.
INVESTIGATION REPORT PREPARED AUGUST, 2019 BY JACOBS SPECIFICALLY
SPECIFICATIONS AND METHODOLOGIES PROVIDED IN THE GEOTECHNICAL
ALL EARTHWORK AND GRADING OPERATIONS SHALL CONFORM TO THE7.
FIELD AS NECESSARY.
EQUIPMENT LAYOUT IS APPROXIMATE AND WILL BE ADJUSTED IN THE 6.
THIS DRAWING IS FOR GRADING AND ELEVATION PURPOSES ONLY.5.
THE ESTIMATED VOLUME OF 3/4" CRUSHED DRAIN ROCK IS 340 CY4.
THE ESTIMATED VOLUME OF CLASS II AGGREGATE BASE IS 325 CY3.
THE ESTIMATE VOLUME FOR OVEREXCAVATION FOR GEOGRID PLACEMENT IS 42 CY2.
NET VOLUME (UNADJUSTED) 915 CY EARTHFILL
FILL VOLUME (UNADJUSTED) 1,515 CY
CUT VOLUME (UNADJUSTED) 600 CY
COMPARISON SURFACE SG
BASE SURFACE OG
VOLUME:
6" OR 12" SUBGRADE AND ARE AS FOLLOWS:
CUT AND FILL VOLUME ESTIMATES ARE BASED UPON 1.
MATCH EXISTING
E 6717079.28
N 2419136.72
5%2%GUARDRAIL
TOE OF FILL
X X X X
TRANSITION
2:1 to 1:1 SLOPE
OF WAY
EXISTING RIGHT
1363.9
1365 1365
137013701
3
70
1370.5
1371.21375 1375
1375
1375
1375.4
1378.0
1379.2
1380
1380
13
80
1380
1380
1380
1380.0
1383.8
EXISTING
MATCH
E 6717093.80
N 2418986.15
1385
1385
13851385138513851385MATCH EXISTING
E 6717104.70
N 2418980.29
1385.6
1386.6
1387.6
1388.0
EL 1388.30
E 6717132.15
N 2418997.36
1388.5
1389.0
1389.8
1390
1390
1390
1390
139013901390 1391.5
1391.62:118' 1393.9
1394.2
1395
1395
13951395
1395
1395
13951395
1
3
9
5
1:1
1398.6
1399.0
EL 1399.54
E 6717606.40
N 2419129.80
LIMITS OF REINFORCED FILL SLOPE
1:1
EL 1399.75
E 6717556.93
N 2419119.00
1400
1400 1400
1400 1400
1400 140014001400 14001400
1400
1
4
0
0
1:1
EL 1400.02
E 6717234.39
N 2419052.43
EL 1400.48
E 6717492.63
N 2419103.97
30' 1400.9
255'
1401.3
1401.3
EL 1402.00
E 6717359.09
N 2419072.75
1402.0
EL 1402.54
E 6717600.02
N 2419159.11
50'
2:1 EL 1402.77
E 6717551.17
N 2419148.45
1402.8
EL 1404.50
E 6717547.58
N 2419164.88
1405
1405
1405
1405
1405 140514
0514
051405
1405.1
65'
1405.7
EL 1405.53
E 6717299.45
N 2419076.99
EL 1406.00
E 6717506.92
N 2419164.35
EL 1406.25
E 6717482.21
N 2419161.10
1406.8 16'140'
80'
E
E
EL 1407.50
E 6717346.72
N 2419129.42
F
F
EL 1408.99
E 6717282.37
N 2419102.61
1409.2
1409.6
1410
1410
1410
1410
1410 1410
1410
1410
EL 1410.30
E 6717334.92
N 2419150.77
1410.5
EL 1410.66
E 6717306.98
N 2419152.05
1:1
1411.5
MATCH EXISTING
E 6717261.91
N 2419135.06
EL 1401.31
E 6717663.25
N 2419137.56
CP #1
1414.9
1415
1415 14151415
1415
1415
14
15
1:1
1416.8
EL 1416.94
E 6717226.02
N 2419111.12
1417.0
1417.9
1420
1420
1420
1420
1420
1420
1420
1 42020'1425
1425
1425
1425
1425
1425
1425
1427.8
1429.4
1430
1430
1430
1430
1430
1430
14301430 1430.3
1430.3
1430.3
1431.6
2:1
1434.4
1434.4
143514351435
1435
1435
1435
1435
1435 1436.4
PULGA ROAD
DRIVEWAY AT
MATCH EXISTING
ACCESS ROAD
MATCH EXISTING
1437.6
1439.8
1440.0
144014401440
1440
1440
1440
1440
1440 1440MATCH EXISTING
E 6717038.79
N 2419112.19
1442.9
1444.4 1445
1445
1445
1445
1445 1445
1445
1445 1448.2
1449.5 1449.8
1450
1450
1450
1450
1450
1450
1450
145514551455
1455
1455
1455
1455.3
1456.2 1460 1460
1460
1460
1460 1460.9
1463.1
1465.0
1465 1465
1465
1465
1467.1
1467.7
1470 1470
1470
PU
LGA R
D
DR
IVEW
AY
1475
1475
1475.3
1480
1480
1
1
95% RELATIVE COMPACTION.
ON 6" PREPARED SUBGRADE, BOTH COMPACTED TO
12" CALTRANS 3/4" CLASS II AGGREGATE BASE ROCK
20' SEE CUT SLOPE DETAIL
BLANKET
EROSION CONTROL
PRIMARY REINFORCEMENT
WRAPPED AT FACE
INTERMEDIATE REINFORCEMENT
4' MIN
INTERMEDIATE REINFORCEMENT
SEE DETAIL THIS SHEET
UNREINFORCED 2H:1V FILL SLOPE
H (6' MIN)
Know what's below.
before you dig.Call
ZERO
SAFETY
IN ON
3 4
FEET 0 10 20 40
12345 12345BY
APPROVED
OK
SUPV
DSGN
DWN
CHKD
DATE
SCALES
DWG LIST
SUPSDS
SUPSD BY
SHEET NO.SHEETSOF
WALNUT CREEK, CALIFORNIA
0 INCH INCH0FOLDFOLDFOLD FOLDFOLDFOLD
FOLDFOLDPACIFIC GAS AND ELECTRIC COMPANY
BILL OF MATL
1 2 3 4 5 6 7 8 9 10
A
B
C
D
E
1 2 3 4 5 6 7 8 9 10
A
B
C
D
E
$FILEA$08-20-19 $TIME$$USER$$PENTBLA$PSRS
DESCRIPTIONDATE PM/SPEC DWN CHKD SUPV APVD BYNO.
R E V I S I O N S
0 8/28/19 ISSUED for PERMIT
_________
_________
1" = 20'
SECTION A-A
SCALE: 1H:1V
PULGA ROAD
5%
ACCESS ROAD
18'
SEE DETAIL THIS SHEET
UNREINFORCED 2H:1V FILL SLOPE
95% RELATIVE COMPACTION.
ON 6" PREPARED SUBGRADE, BOTH COMPACTED TO
12" CALTRANS 3/4" CLASS II AGGREGATE BASE ROCK
SEE DETAIL THIS SHEET
1H:1V CUT SLOPE
ORIGINAL GROUND
ORIGINAL GROUND
SCALE: 1H:1V
SECTION B-B
RIGHT OF WAY
ORIGINAL GROUND
SCALE: 1H:1V
SECTION C-C
ORIGINAL GROUND
A MINIMUM OF 90% OF MAXIMUM DRY DENSITY.
6-INCHES 3/4" CRUSHED DRAIN ROCK, COMPACTED TO
95% RELATIVE COMPACTION.
ON 6" PREPARED SUBGRADE, BOTH COMPACTED TO
12" CALTRANS 3/4" CLASS II AGGREGATE BASE ROCK
LEGEND
80' ±
RIGHT OF WAY
SCALE: 1H:1V
SECTION D-D
SEE DETAIL THIS SHEET
UNREINFORCED 2H:1V FILL SLOPE
A MINIMUM OF 90% OF MAXIMUM DRY DENSITY.
6-INCHES 3/4" CRUSHED DRAIN ROCK, COMPACTED TO
ORIGINAL GROUND
SEE DETAIL THIS SHEET
REINFORCED 1H:1V FILL SLOPE
SCALE: 1H:1V
SECTION E-E
RIGHT OF WAY
10%
30'
A MINIMUM OF 90% OF MAXIMUM DRY DENSITY.
6-INCHES 3/4" CRUSHED DRAIN ROCK, COMPACTED TO
SEE DETAIL THIS SHEET
1H:1V CUT SLOPE
SEE DETAIL THIS SHEET
REINFORCED 1H:1V FILL SLOPE
ORIGINAL GROUND
SCALE: 1H:1V
SECTION F-F
BUTTE COUNTY, CALIFORNIA
GRADING PLAN SECTIONS AND DETAILS
PULGA ROAD AND CAMP CREEK ROAD
PG&E PULGA GRID SITE
1
1
ORIGINAL GROUND
GRADE
FINISHED
NOT TO SCALE
CUT SLOPE DETAIL
NOT TO SCALE
UNREINFORCED FILL SLOPE DETAIL
2
1
1' MAX
3' MAX
H
NOT TO SCALE
REINFORCED FILL SLOPE DETAIL
GEOTEXTILE FABRIC
ORIGINAL GROUND
DETAIL
ANCHOR
X
X X
X
6' SECURITY FENCE
2%
ACCESS ROAD
20' MIN
18' MIN
SEE DETAIL THIS SHEET
UNREINFORCED 2H:1V FILL SLOPE
RIGHT OF WAY
95% RELATIVE COMPACTION.
ON 6" PREPARED SUBGRADE, BOTH COMPACTED TO
12" CALTRANS 3/4" CLASS II AGGREGATE BASE ROCK
95% RELATIVE COMPACTION.
ON 6" PREPARED SUBGRADE, BOTH COMPACTED TO
12" CALTRANS 3/4" CLASS II AGGREGATE BASE ROCK
ACCESS AREA
10%
A MINIMUM OF 90% OF MAXIMUM DRY DENSITY.
6-INCHES 3/4" CRUSHED DRAIN ROCK, COMPACTED TO
SEE DETAIL THIS SHEET
1H:1V CUT SLOPE
58'
10%
RIGHT OF WAY
EQUIPMENT AREA
BLANKET
EROSION CONTROL2' M
IN
1.5'1.5'2' MIN
1.5'1.5'GRADE
FINISHED
ORIGINAL GROUND
BLANKET
EROSION CONTROL
GEOTEXTILE FABRIC
SEE DETAIL THIS SHEET
UNREINFORCED 2H:1V FILL SLOPE
GEOTEXTILE FABRIC
GEOTEXTILE FABRIC
GEOTEXTILE FABRIC
GEOTEXTILE FABRIC
SECTIONS
SEE SHEET 4 FOR CROSS
OVEREXCAVATION LIMITS
5%
ACCESS ROAD
ACCESS ROAD
VARIES
EQUIPMENT AREA
GEOTEXTILE FABRIC
Know what's below.
before you dig.Call
ZERO
SAFETY
IN ON
4 4
FEET 0 10 20 40
12345 12345BY
APPROVED
OK
SUPV
DSGN
DWN
CHKD
DATE
SCALES
DWG LIST
SUPSDS
SUPSD BY
SHEET NO.SHEETSOF
WALNUT CREEK, CALIFORNIA
0 INCH INCH0FOLDFOLDFOLD FOLDFOLDFOLD
FOLDFOLDPACIFIC GAS AND ELECTRIC COMPANY
BILL OF MATL
1 2 3 4 5 6 7 8 9 10
A
B
C
D
E
1 2 3 4 5 6 7 8 9 10
A
B
C
D
E
$FILEA$08-20-19 $TIME$$USER$$PENTBLA$PSRS
DESCRIPTIONDATE PM/SPEC DWN CHKD SUPV APVD BYNO.
R E V I S I O N S
0 8/28/19 ISSUED for PERMIT
_________
_________
1" = 20'
LEGEND
BUTTE COUNTY, CALIFORNIA
GRADING PLAN CROSS SECTIONS
PULGA ROAD AND CAMP CREEK ROAD
PG&E PULGA GRID SITE
SEE SHEET 3 FOR DETAIL
GEOGRID REINFORCEMENT AREA
ORIGINAL GROUND
LIMITS OF OVEREXCAVATION
SHEET 3
SEE DETAIL
FILL SLOPE
REINFORCED 1H:1V
1410
1405
13851385
1390
1395
1400
1405
1410
1415
0 25 50
1390
1395
1400
1415
1380
1385
1390
1395
1400
1405
1410
1415
1380
1385
1390
1395
1400
1405
1410
1415
1380
1385
1390
1395
1400
1405
1410
1380
1385
1390
1395
1400
1405
1410
(SECTION D-D)
0+25
0 25 50
0+50
0 25 50
0+75
1380
1385
1390
1395
1400
1405
1410
1380
1385
1390
1395
1400
1405
1410
1385
1390
1395
1400
1405
1410
1385
1390
1395
1400
1405
1410
1380
1385
1390
1395
1400
1405
1410
1380
1385
1390
1395
1400
1405
1410
1+50
1+25
(SECTION E-E)
1+00
0 25 50
50250
0 25 50
1380
1385
1390
1395
1400
1405
1410
1380
1385
1390
1395
1400
1405
1410
1380
1385
1390
1395
1400
1405
1410
1380
1385
1390
1395
1400
1405
1410
1380
1385
1390
1395
1400
1405
1410
1380
1385
1390
1395
1400
1405
1410
2+25
250 50
0 25
2+00
50
0 25 50
1+75
1380
1385
1390
1395
1400
1405
1410
1380
1385
1390
1395
1400
1405
1410
1380
1385
1390
1395
1400
1405
1410
1380
1385
1390
1395
1400
1405
1410
1380
1385
1390
1395
1400
1405
1410
1380
1385
1390
1395
1400
1405
1410
3+00
250 50
0 25 50
2+50
25 500
(SECTION F-F)
2+75
GRADE
FINISHED