W912P614B0012_IndianaShorelineErosion_Certified_Final_RTA_PLANS.pdf
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IDENTIFICATION
SHEET
SHEET INDEX
SHEET TITLE
G-001
V-101
C-101
C-102
C-103
C-501
C-502
MISCELLANEOUS DETAILS
PERMANENT ACCESS ROAD PLAN
BASELINE ALIGNMENT
SURVEY CONTROL INFORMATION
TITLE, SHEET INDEX, VICINITY AND LOCATION MAPS
SITE PLAN
PERMANENT ACCESS ROAD DETAIL
W P -1
-B -0
N .T .S
A N
S I
D
AREA
PROJECT
AREA
PROJECT
IS
E
C Y P
S
8 AUGUST 2014
CERTIFIED FINAL DOCUMENTS - RTA W912P6-14-B-0012
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US Army Corps of Engineers
US Army Corps
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NAVD88
IL EAST NAD83 STATEPLANE COORDINATES
LAKE MICHIGAN
N.T.S.
DESCRIPTION OF HORIZONTAL CONTROL STATION "GPS-9"
LOOKING EAST
SET 0-00-00
K
C
A
T
S
NIPSCO
DUNE
COTTONWOOD
12" TREE
PK IN
COTTONWOOD
6" TREE
PK IN
3 15-49-16 215.36
2 331-07-44 225.52
1 311-25-13 155.43
RT DISTANCE
N
HONEY SUCKLE
6" TREE
PK IN
PROPERTY
NIPSCO
(BRASS CAP)
GPS-9
DESCRIPTION OF HORIZONTAL CONTROL STATION "POLA"
WOODLAWN AVE.
C
U N
T Y
L I
A D
U
U.
S.
RTE.
"POLA"
88.16'
N.T.S.
LAKE MICHIGAN
N.T.S.
DESCRIPTION OF HORIZONTAL CONTROL STATION "GPS-5"
GRAVEL BROKEN ASPHALT
WSP WSP
94.12' 42.91'
NW FACE
SET PK IN
LAKE SHORE RD
N
MART
MINI
SPOT LGT.
"76"
POLE
POWER
PK IN
POLE
POWER
PK IN
ON 24" IRON ROD
3" ALUMINUM DISK SET
GPS-5
MONUMENT.
IN CONCRETE
ALUMINUM CAP
MARK E-1
REFERENCE
N
300 0 300 600
SCALE IN FEET
HORIZONTAL & VERTICAL CONTROL POINTS
POINT
NORTHING (Y) EASTING (X)
DESCRIPTION
ELEV. ELEV.
GREAT LAKES DATUM (IGLD) 1985 U.S. FEET.
ABOVE THE REFERENCE PLANE AT RIMOUSKI QUEBEC, INTERNATIONAL
ELEVATION OF 577.5 AND A HYDRAULIC CORRECTION OF A 0.34 FEET
THE LOW WATER DATUM (LWD) FOR LAKE MICHIGAN WHICH HAS AN
ELEVATIONS SHOWN ON THE SECTION VIEWS ARE REFERENCED TO
NATIONAL GEODETIC VERTICAL DATUM (NGVD) OF 1929. U.S. FEET.
3. ELEVATIONS SHOWN ON THE PLAN VIEWS ARE REFERENCED TO THE
OF 1983 (NAD83) U.S. FEET.
PLANE COORDINATE SYSTEM, WEST ZONE, NORTH AMERICAN DATUM
2. ALL COORDINATES SHOWN ARE REFERENCED TO THE INDIANA STATE
BIDDING, AND INCLUDE COST ACCORDINGLY IN THE BID.
ACTIONS TO ASSESS THE EXISTING CONDITIONS AT THE TIME OF
THOSE SHOWN. THE CONTRACTOR SHALL TAKE ALL NECESSARY
CONDITIONS DURING CONSTRUCTION MAY VARY AND DIFFER FROM
INFORMATION MUST BE USED FOR REFERENCE ONLY. EXISTING
REPRESENTS CONDITIONS EXISTING AT THAT TIME. THEREFORE THIS
1. THE LAND BASED CONTOURS ARE DATED JANUARY 8, 1997 AND
GENERAL NOTES
GPS-5
AND BENCHMARK ME 2148)
(NGS HORIZONTAL STATION
POLA
GPS-9
LAKESHORE BASELINE
INDIANA DUNES NATIONAL
EASTERN SEGMENT OF
2,355,170.01 585.292,996,888.96 1026
2,353,602.01 595.892,994,411.11 1023
2,353,077.72 605.292,992,945.21 1022
2,351,350.96 598.942,989,050.81 1020
ALUIMINUM CAP IN CONCRETE MONUMENT 2,348,533.76 618.592,993,910.19POLA
BRASS CAP 2,354,935.702,997,021.34GPS-9
ALUMINUM DISK SET ON IRON ROD 2,350,154.74 593.172,986,241.43 GPS-5
LAKE MICHIGAN
W P P -1
-B -0
A
U G
T
A
SCALE IN FEET
0 400 800200400
N
340+75.65 2,355,451.63 2,996,961.12
336+42.70 2,355,030.60 2,996,860.19
330+42.80 2,354,659.63 2,996,388.73SR-18
321+74.93 2,354,336.76 2,995,583.15SR-17
315+75.10 2,354,091.65 2,995,035.68SR-16
309+75.27 2,353,846.51 2,994,488.23SR-15
303+75.44 2,353,643.53 2,993,923.78SR-14
297+75.60 2,353,421.26 2,993,366.64SR-13
291+75.77 2,353,184.99 2,992,815.29SR-12
287+73.18 2,353,076.38 2,992,427.62SR-11
281+07.89 2,352,801.24 2,991,821.02SR-10
275+91.24 2,352,588.16 2,991,351.23
269+90.26 2,352,339.90 2,990,803.91
265+29.52 2,352,163.15 2,990,378.42
252+87.49 2,351,647.13 2,989,248.66
247+86.66 2,351,433.55 2,988,795.64
235+18.65 2,350,897.48 2,987,646.51SR-6
229+53.65 2,350,658.61 2,987,134.49
EASTING NORTHING STATION NAME
SURVEY PROFILE LINES
AND BENCHMARK ME 2148)
(NGS HORIZONTAL STATION
POLA
GLA-5
S R -1
.7
S R -1
2S R -1
S R -1
.9
S R -1
S R -1
.8
GPS-9
S R -1
S R -1
S R -1
S R -6
LAKE M
ICHIG
AN
INDIANA DUNES NATIONAL LAKESHORE BASELINE
S O
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IDENTIFICATION
SHEET
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US Army Corps of Engineers
US Army Corps
SHEET OF
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MANOR
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P O
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T R E E T
4TH STREET
MOUNT B
ALDY
B A
S E
L
IN
E A
L
IG
N M
E N
T
ACCESS ROUTE
LEGEND
A N
S I
D
W P -1
-B -0
FROM NORTH.
2. ALL BASELINE BEARINGS ARE GRID: RECKONED
STA. 338+50 AND STA. 315+75.10 RESPECTIVELY.
STATIONING FOR THE PROJECT STARTS AND ENDS AT
THE INDIANA DUNES NATIONAL LAKESHORE BASELINE.
1. THE BASELINE SHOWN IS THE EASTERN SEGMENT OF
NOTES:
GATE #1
NIPSCO WEST GATE
A
U G
CB
CB
CB
CB
CB
CB
CB
RI
PRAP
X 669.3
XX
657.4
X
658.3
X
650.4
X 659.7
X 630.8
X 654.5
X
656.4
653.4
X
654.4
CB
U/C
SLAB
SLAB
SLAB
CB
CB
CB
RI
PRAP
RIP
RAP
RI
PRAP
X
X
604.1
610.1X
X
591.8
586.6 X
586.8
X
X
622.3
X 631.5
X 630.6
X
632.6
X 603.7
X
636.2
X
584.7
581.5
X 625.2
X624.4
X
623.7
X
582.9
X
609.7
X
606.3
X
595.3
X
588.7
X
594.8
X 583.1
X 582.7
X
584.2
X583.5
X 633.7
X 650.3
X 640.6
X645.8
X
622.4
X
620.3
X 623.2
X 633.1
X
628.1
X
611.2
X
614.6
X
615.7 X616.4
X 612.7
X
616.6
X
629.1
X
624.5
X 614.9
X 607.4
X620.5
X
618.6
X 631.7
X 583.4
X
606.0
X
607.9
X
611.3 X
605.3
X
600.7
X 599.7
X
600.4
X 599.9
X
599.4
X599.9
X
600.2
X
601.2
X 610.2
X606.4
X601.3
X
612.8
X 602.6
X 605.2
X
605.8
X
607.7 X 647.6 X
651.7
X 643.5
X 649.5
X 644.6
X 601.9
X
650.2
X
652.6
X
632.6
X 656.6
X
657.6
X
656.0
X
609.5
X
643.6
X
629.3 X
626.1
X
604.1X
609.5
602.6
X
601.7
X
620.2
LAKE MICHIGAN
(LWD)
ELEVATION
(LWD)
ELEVATION
AND
SO
UTH
BEND
CHI
CAG
O S
O
UTH
SHO
RE
NOTES:
200 LF
AREA; APPROXIMATELY
FENCE REQUIRED IN THIS
GAS PIPELINE SEGREGATION
TO WORK AREAS
LOCKED GATE
GATE 2:
STATION WEST ACCESS
MICHIGAN CITY GENERATING
THROUGH NIPSCO
ACCESS TO PROJECT
TO EDGE-OF-SHOULDER
LIMITS: EDGE-OF-SHOULDER
NIPSCO ACCESS ROAD WORK
CHICAGO SOUTH SHORE AND SOUTH BEND
MICHIGAN STREET
M
IC
HI
GAN
STREET
CHIC
AGO S
OUTH S
HORE
AND S
OUTH B
END
MICHIGAN STREET
U.S. ROUTE 12
WETLAND AREA
PLUS 10' LANDWARD
AT +7 L.W.D. CONTOUR
IN VICINITY OF DUNES IS
LANDWARD WORK LIMITS
SEE NOTE #4
OVER GAS LINE
EXISTING PLATE
(SEE SHEET C-103)
ACCESS ROAD
PERMANENT
GATE
NIPSCO SECURITY
GATE 1: (WEST GATE)
SEE NOTE #5
AT THIS AREA
ALLOWED ONLY
OF MATERIAL
LAKE DELIVERY
(SEE NOTE #6)
OF TURN AROUND AREA
APPROXIMATE LOCATION
LAKE MICHIGAN
STA. 338+50.00
S T A . 340+
75.65
PERMANENT ACCESS ROAD
SURVEY BASELINE
EXISTING ACCESS ROAD
LAKE DELIVERY AREA
BEACH FILL - 10.96 AC
SLOPE SYMBOL
WORK LIMITS BOUNDARY
LEGEND
FENCE
HIGH-DENSITY POLYETHYLENE
WITH TEMPORARY 4 FT ORANGE
WORK LIMITS TO BE MARKED
WORK LIMITS OF BEACH FILL.
WESTERN AND SOUTHERN
SEE NOTE #9
STAGING AREAS
NIPSCO CONSTRUCTION
POC IS PROVIDED ABOVE.
COORDINATE WITH NIPSCO CONTRACTOR'S AS NEEDED FOR ACCESS. NIPSCO
ROAD WITH NIPSCO'S CONTRACTOR. THE CONTRACTOR IS REQUIRED TO
CONTRACTOR'S ACCESS ROAD. THE CONTRACTOR MUST SHARE THE ACCESS
9. NIPSCO CONSTRUCTION STAGING AREAS ARE LOCATED ADJACENT TO THE
IS NOT ALLOWED WITHIN THE PREMISES OF MOUNT BALDY.
8. MOUNT BALDY IS CLOSED TO THE PUBLIC. STAFF OF THE CONTRACTOR
C-102 FOR NIPSCO POC.
SHALL MAKE PRIOR COORDINATION WITH NIPSCO POC. SEE SHEET
OUTSIDE OF THE NORMAL OPERATION HOUR, THE CONTRACTOR
6AM-6PM, AND CLOSED ON MAJOR HOLIDAYS. IF ACCESS TO THE SITE IS NEEDED
7. NIPSCO WEST GATE OPERATION HOURS ARE FROM MONDAY THROUGH FRIDAY,
MOVING WEST.
6. THE CONTRACTOR SHALL PLACE SAND STARTING AT THE EAST END AND
FEASIBILITY OF MATERIAL DELIVERY FROM LAKE MICHIGAN.
IS THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE THE
SURFACE AREA WILL ALSO VARY. THE WATER DEPTH IS UNKNOWN, IT
CONDITIONS AND WATER DEPTH VARIES. THEREFORE, THE DRY
5. FOR VESSEL APPROACH TO LAKE DELIVERY AREA, THE LAKE
THE CONTRACTOR AT NO ADDITIONAL COST TO THE GOVERNMENT.
LINE. DAMAGE TO EXISTING UTILITIES SHALL BE REPAIRED BY
GAS LINE. CONTRACTOR MUST NOT DAMAGE PLATE OR GAS
4. A PLATE IS USED TO PROTECT THE EXISTING UNDERGROUND
AREAS OUTSIDE OF WORK LIMITS BOUNDARY.
3. CONTRACTOR SHALL ACQUIRE STAGING AND STORAGE
EXISTING REVETMENT STRUCTURE AND ADJACENT WETLANDS.
CONDUCTED IN SUCH A MANNER AS TO AVOID DAMAGE TO THE
2. TRANSPORTATION AND PLACEMENT OF MATERIALS SHALL BE
219 983-1352
NATIONAL PARK SERVICE POC: CHARLES MORRIS
219 877-0005
NIPSCO POC: DENISE DENTON
COMPANY (NIPSCO) AND THE NATIONAL PARK SERVICE (NPS).
ACTIVITIES WITH THE NORTHERN INDIANA PUBLIC SERVICE
1. THE CONTRACTOR IS REQUIRED TO COORDINATE WORK
610610
10 6
230'
BEACH HAUL ROAD (TYP)
EXISTING AGGREGATE
BEACH FILL PLAN
MOUNT BALDY
AT +7 L.W.D.
INTO EXISTING DUNES
TIE BEACH FILL BERM
POWERLINES
OVERHEAD
EXISTING
CHI
CAGO
SOUTH
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M
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S T
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S R -1
S T
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S R -1
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S T
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S R -1
S R -1
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.9
S R -1
S
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IDENTIFICATION
SHEET
®of Engineers
US Army Corps of Engineers
US Army Corps
Chicago District
SHEET OF
A C
T
IO
N D
A T
E D
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C R
IP
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N M
A R
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F A
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SCALE IN FEET
0200 100 200 400
W P -1
-B -0
S
IT
E P
L A
N
A
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RI
PRAP
RI
PRAP
RIP
RAP
X
622.3
X 631.5
X 630.6
X
632.6
X 603.7
X
636.2
X
584.7
581.5
X 625.2
X624.4
X
623.7
X
582.9
X
609.7
X
606.3
X
595.3
X
588.7
X
594.8
X 583.1
X 582.7
X
584.2
X583.5
X 633.7
X 650.3
X 640.6
X645.8
X
622.4
X
620.3
X 623.2
X 633.1
X
628.1
X
611.2
X
614.6
X
615.7 X616.4
X 612.7
X
616.6
X
629.1
X
624.5
X 614.9
X 607.4
X620.5
X
618.6
X 631.7
X 583.4
X
606.0
X
607.9
X
611.3 X
605.3
X
600.7
X 599.7
X
600.4
X 599.9
X
599.4
X599.9
X
600.2
X
601.2
X 610.2
X606.4
X601.3
X
612.8
X 602.6
X 605.2
X
605.8
X
607.7
X 601.9
X
601.7
X
620.2
CHIC
AGO S
OUTH S
HORE AND S
OUTH B
END
CHIC
AGO S
OUTH S
HORE AND S
OUTH B
END
0 6
S O
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N N
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C O
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R A
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IDENTIFICATION
SHEET
®of Engineers
US Army Corps of Engineers
US Army Corps
Chicago District
SHEET OF
A C
T
IO
N D
A T
E D
E S
C R
IP
T
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N M
A R
K T
R A
C K
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A C
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N
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F A
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E F F
L E
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F L
TO WORK AREAS
LOCKED GATE
:GATE 2
BEACH HAUL ROAD (TYP)
EXISTING AGGREGATE
IS 5' LANDWARD OF REVETMENT
WORK LIMITS IN VICINITY OF REVETMENT
ON SHEET C-501
SEE DETAIL B
AT THIS AREA
ALLOWED ONLY
OF MATERIAL
LAKE DELIVERY
NN
SCALE IN FEET
45'
20'
40'
TIMBER BOLLARDS
TO BE MARKED WITH
SOUTHERN WORK LIMITS
WETLAND AREA
45'
SEE DETAIL A ON SHEET C-501
R O
A D P
L A
N
P E
R M
A N
E N
T A
C C
E S
S
100'0 50'
A N
S I
D
W P -1
-B -0
ANY DAMAGES TO THE WETLAND.
WETLAND DURING CONSTRUCTION. THE CONTRACTOR WILL BE RESPONSIBLE FOR
QUALITY WETLANDS. THE CONTRACTOR SHALL NOT DISTURB OR DAMAGE THE
6. THE SOUTHERN LIMITS OF THE PERMANENT ACCESS ROAD IS BOUNDED BY HIGH
PLACEMENT ACTIVITIES.
5. PERMANENT ACCESS ROAD AND THE BOLLARDS SHALL BE PLACED PRIOR TO SAND
AND LEFT IN PLACE.
4. OTHER DRAIN PIPES FOUND DURING ROAD CONSTRUCTION SHALL BE PROTECTED
BE PLACED AT THE SAME LOCATION AND INVERTS OF THE EXISTING PIPES.
SHALL REMOVE AND DISPOSE OF THE EXISTING PIPES. A TOTAL OF 4 NEW CMPS SHALL
UPON COMPLETION OF THE SURVEY AND APPROVED BY THE COR. THE CONTRACTOR
LOCATE AND SURVEY THE PIPE LOCATIONS AND INVERTS (INLET AND OUTLET).
3. THE LOCATIONS OF THE CMPS ARE APPROXIMATE. THE CONTRACTOR SHALL
AND EVERY 12' O.C. AT BENDS. REFER TO SHEET C-501 FOR DETAILS.
PERMANENT ACCESS ROAD. THE BOLLARDS SHALL BE PLACED 24' ON CENTER
2. TIMBER BOLLARDS SHALL BE PLACE ALONG THE SOUTHERN EDGE OF THE
C-502 FOR ACCESS ROAD DETAIL.
1. THE PERMANENT ACCESS IS APPROXIMATELY 1000 FT LONG. REFER TO SHEET
NOTES:
SEE NOTE #3
REPLACED WITH NEW
12" DIA. CMP. TO BE REMOVED AND
APROXIMATE LOCATION OF EXISTING
SHEET PILE
EXISTING STEEL
STAGING AREA
CONSTRUCTION
NIPSCO
STAGING AREA
CONSTRUCTION
NIPSCO
12' O.C.
TIMBER BOLLARDS
24' O.C.
TIMBER BOLLARDS 24' O.C.
TIMBER BOLLARDS
12' O.C.
TIMBER BOLLARDS
ACCESS ROAD
18" WIDE PERMANENT
A
U G
5 0 5 10 0
VERTICAL SCALE IN FEET HORIZONTAL SCALE IN FEET
N N
LAKE DELIVERY AREA
25 25 50
SHEET C-502
SECTION A-A
STONE
ARMOR
EXISTING
PILE REVETMENT
STEEL SHEET
EXISTING
LIMITS
WORK
AND STRUT
STONE REVETMENT
PILE AND ARMOR
DETERIORATED SHEET
STONE
ARMOR
EXISTING
LIMITS
WORK
148'
10'
5' 38'
EXPOSED PIPELINE IN THIS AREA.
CONTRACTOR SHALL NOT DAMAGE
-5
-10
-15
-5
-10
-15
BEACH FILL BERM
45'
5' 5'
45'
+7 LWD
20'
5'
20'
5'
5'
180'
64' 64'
30' 30'
100'
(LWD)
ELEVATION
VARIES
LAKEBED
EXISTING
2.5H:1V
ANGLE OF REPOSE
BEACH FILL MATERIAL
0 25 50 75 100 125 150 175 200 225 250 275 300 325 350-100-125-150-175-200-225-250-275-300-325-350 -25-50-75
45'
2'
(LWD)
LOW WATER DATUM
LAKE MICHIGAN
LAKE MICHIGAN
(LWD)
ELEVATION
18'
WETLAND
WETLAND
DETAIL A: WORK LIMITS NEAR LAKE DELIVERY AREA
TYPICAL SECTION - BEACH FILL BERM
DETAIL B: WORK LIMITS AT REVETMENT STRUT
BOLLARD DETAIL
BERM WIDTH = 175 LF
WORK LIMITS
N.T.S.
12' O.C. AT BENDS
SPACED 24' O.C. AND
BOLLARDS
TIMBER
12' O.C. AT BENDS
SPACED 24' O.C. AND
BOLLARDS
TIMBER
STRUT
REVETMENT
SHEET PILE
EXISTING STEEL
ACCESS ROAD
18' PERMANENT
ACCESS ROAD
18' PERMANENT
ACCESS ROAD
18' PERMANENT
LAKE MICHIGAN
NTS NTS
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A C
K
IN
G N
O
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
®of Engineers
US Army Corps of Engineers
US Army Corps
SHEET OF
A C
T
IO
N D
A T
E D
E S
C R
IP
T
IO
N M
A R
K T
R A
C K
IN
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C Y P
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C -5
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5 7
.S
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F A
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D B
F L
FINISHED GRADE
1 ½" CHAMFER (TYP.)
PERPENDICULAR TO TRAFFIC
3" DIAM. REFLECTOR, RED ON 2 SIDES
NATIVE SOIL
8" MIN. COMPACTED InDOT CA #2
3'-3" MIN.
2'-9" 6"x6" NOMINAL PRESSURE TREATED TIMBER POST
1'-6" MIN.
COMPRESSIVE STRENGTH = 3500PSI
NORMAL WEIGHT CONCRETE. MIN.
W P -1
-B -0
A
U G
PERMANENT ACCESS ROAD 18FT WIDE
2'9"
1'
29.1 8.9
24.8 7.6
21.4 6.5
18.0 5.5
15.4 4.7
35.1 10.7
30.0 9.1
25.8 7.9
21.7 6.6
18.6 5.7
N.T.S.
TYPICAL CROSS SECTION
3'3" (MIN.)
N.T.S.
(SEE DETAIL ON SHEET C-501)
TIMBER BOLLARDS 24' O.C.
PRODUCT CODE FORMAT
30V
IN (CM )
2 2 LENGTH
IN (CM)
MINIMUM
WIDTH LENGTH WIDTH
MAXIMUM
(460)
71.3 11.39
(289)
13.77
(360)
10.25
(260)
12.39
(315)
NOTE: ALL DIMENSIONS ARE NOMINAL AND ARE WITHIN MANUFACTURING TOLERANCES
CELL EXPANSION RANGE
CELL
WIDTH
IN (CM) IN (CM) IN (CM)
CELL AREA
NOMINAL
LENGTH
CELL
EXPANDED
DEPTH
C E
LL
L
E N
G T H
EXPANDED W
IDTH
E X P A N
D E D L
E N
G T H
(76-203 m m
3 IN - 8 IN
IN
m m
11.8 FT (3.61 M
COLLAPSED
(A
P P R
O X
GW30V - 8 CELLS WIDE
ft ftm m ft m ft m
9.2 2.8 2.37.6
NOMINAL AREA
ft 2 m 2
LONG
CELLS
LENGTH WIDTH
MIN EXPANSION
LENGTH WIDTH
MAX EXPANSION
SEE DETAIL A
2" SAND LAYER
CELL SIZES
SECTION WITH SAND FILL
8" PERFORATED GEOWEB
DETAIL ASECTION A-A
6" SAND SUBGRADE
EXISTING SOIL SEE NOTE 7 SECTION SIZES
N.T.S.
STANDARD SECTION DIMENSIONS
ANOTHER MANUFACTURER.
SPECIFIED IS NOT INTENDED TO LIMIT THE SELECTION OF EQUAL MATERIAL FROM
MANUFACTURER MAYBE SUBMITTED FOR APPROVAL. MANUFACTURE AND MATERIAL
8. GEOCELL MATERIAL SHALL BE SIMILAR TO PRESTO'S GW30V. AN EQUIVALENT
LISTED ABOVE.
SAND, ONLY TOP 6" OF SUBGRADE SHALL BE COMPATED TO MEET SPECIFICATIONS
7. THE CELLULAR COFINEMENT SYSTEM WILL BE PLACED DIRECTLY ON THE BEACH
SYSTEM (CCS) AND MANUFACTURER RECOMMENDATIONS.
ACCORDANCE WITH SECTION 31 32 15.00 03 CELLULAR CONFINEMENT
6. INSTALLATION OF THE PERMANENT ACCESS ROAD SHALL BE COMPLETED IN
5. PROVIDE ADDITIONAL SURFACE MATERIAL, AS SPECIFIED. SEE DETAILS A.
COMPACT TO A MINIMUM 95% STANDARD PROCTOR.
4. PLACE THE SPECIFIED INFILL MATERIAL TO 2 INCHES ABOVE CELL WALLS AND
INTERLEAF CONNECTIONS AS SPECIFIED BY MANUFACTURER.
3. EXPAND THE SECTIONS INTO POSITION AND CONNECT THE END TO END AND
2. COMPACT THE EXISTING SOIL TO A MINIMUM 98% STANDARD PROCTOR.
1. PREPARE THE SUBGRADE AS SHOWN ON THE CONSTRUCTION DRAWINGS.
NOTES:
30V CELL TYPE, 8" DEPTH, 8 CELLS WIDE, 34 CELLS LONG, PERFORATED STRIP.
GW30V8834P
SPECIFIED TYPE:
INTEGRAL I-SLOTT:
GREEN COLOR FASCIA STRIP ONLYG1:
SAND COLOR FASCIA STRIP ONLYS1:
PERFORATED STRIPP:
MODIFICATIONS:
SECTION CELL LENGTH - 18, 21, 25, 29 & 34LL:
SECTION WIDTH 10, 20V; 8 30V & 5 40VWW:
CELL DEPTH - 3, 4, 6, 8 or 12"D:
DESIGNATES V SERIESV:
CELL TYPE - 20, 30 or 40TT:
WHERE:
GWTTVDWWLL + MODIFICATIONS
270 25.0
230 21.4
198 18.4
167 15.5
143 13.3
/2
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C Y P
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C -5
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P L
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A T
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T R
A C
K
IN
G N
O
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
®of Engineers
US Army Corps of Engineers
US Army Corps
Chicago District
SHEET OF
A C
T
IO
N D
A T
E D
E S
C R
IP
T
IO
N M
A R
K T
R A
C K
IN
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T A
C C
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S
A N
S I
D
W P -1
-B -0
R O
A D D
E T
A
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A
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| IS01ECY14PS_G-001 |
| IS01ECY14PS_V-101 |
| IS01ECY14PS_C-101 |
| IS01ECY14PS_C-102 |
| IS01ECY14PS_C-103 |
| IS01ECY14PS_C-501 |
| IS01ECY14PS_C-502 |
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