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ATTACHMENT F
Exhibit H
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MICHIGAN CITY, IN
PROTECTION FY2022
INDIANA SHORELINE EROSION
W912P622-B-0014
SPETEMBER 15, 2022
W912P6-22-C-0000
CHICAGO DISTRICT
PROJECT SITE
CERTIFIED FINAL DOCUMENTS - RTA
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
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®of Engineers
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U .S
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SOLICITATION NO.:
CONTRACT NO.:
ISSUE DATE:
of Engineers
US Army Corps
ALL DRAWINGS IN THIS SET.
INDICATE OFFICIAL RECOMMENDATION OF
REQUIRED BY ER 1110-1-8152. SIGNATURES
THE SCOPE OF THEIR EMPLOYMENT AS
ON THESE PROJECT DOCUMENTS WITHIN
TION DESIGNATIONS OF INDIVIDUALS APPEAR
INITIALS OR SIGNATURES AND REGISTRA-
CHICAGO DISTRICT CORPS OF ENGINEERS. THE
THIS PROJECT WAS DESIGNED BY THE
REVIEWED BY:
DRAWINGS CONTAINED IN THE SHEET INDEX.
RECOMMENDATION AND APPROVAL FOR ALL
SIGNATURE AFFIXED BELOW INDICATE OFFICIAL
APPROVED BY:
APPROVAL RECOMMENDED BY:
9/15/2022
JOHN GROBOSKI
DATE 9/15/2022
CHIEF, DESIGN SECTION
JOHN GROBOSKI, P.E.
N/A
ATR TEAM LEADER
N/A, P.E.
JEFFREY K. ZUERCHER
PROJECT MANAGER
N/A
NN
LOCATION MAP VICINITY MAP
SHEET INDEX
R-001 REFERENCE DRAWING6.
5. CS-501 MISCELLANEOUS DETAILS
SITE PLAN SAND PLACEMENT - YEAR 1 CS-1024.
BASELINE ALIGNMENTCS-1013.
SURVEY CONTROL INFORMATIONV-0012.
TITLE SHEET, INDEX, VICINITY AND LOCATION MAPSG-0011.
REFERENCENUMBER
TITLE SHEET SHEET
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LAKESHORE BASELINE
INDIANA DUNES NATIONAL
EASTERN SEGMENT OF
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
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U .S
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AND BENCHMARK ME 2148)
(NGS HORIZONTAL STATION
POLA
GPS-9
ME2150
0'
IN WEST NAD83 STATEPLANE COORDINATES
HORIZONTAL & VERTICAL CONTROL POINTS
POINT
EASTING (X)
DESCRIPTION
NORTHING (Y)
GENERAL NOTES
N
300 0 300 600
SCALE IN FEET
TOOL KIT FOUND AT WWW.NGS.NOAA.GOV
CONVERTION FROM NAVD88 TO IGLD SEE A HEIGHT CONVERTION
SUBSTRACTING 577.50. FOR ADDITIONAL INFORMATION ABOUT
0.502. ELEVATIONS WERE CONVERTED FROM IGLD85 TO LWD BY
5. ELEVATIONS WERE CONVERTED FROM NAV88 TO IGLD85 BY ADDING
REFERENCED TO NGS MONUMENTS ME2148 AND ME2150.
4. ALL HORIZONTAL AND VERTICAL CONTROL POINTS ARE
AMERICAN VERTICAL DATUM OF 1988 (NAVD88) U.S. FEET.
3. ALL ELEVATIONS SHOWN ARE REFERENCED TO THE NORTH
DATUM OF 1983 (NAD83) U.S. FEET.
STATE PLANE COORDINATE SYSTEM, WEST ZONE, NORTH AMERICAN
2. ALL COORDINATES SHOWN ARE REFERENCED TO THE INDIANA
BID.
THE TIME OF BIDDING, AND INCLUDE COST ACCORDINGLY IN THE
NECESSARY ACTIONS TO ASSESS THE EXISTING CONDITIONS AT
DIFFER FROM THOSE SHOWN. THE CONTRACTOR SHALL TAKE ALL
EXISTING CONDITIONS DURING CONSTRUCTION MAY VARY AND
THIS INFORMATION MUST BE USED FOR REFERENCE ONLY.
REPRESENTS CONDITIONS EXISTING AT THAT TIME. THEREFORE
1. THE LAND BASED CONTOURS ARE DATED JANUARY 8, 1997 AND
STEEL ROD IN SLEEVE18.512596.007596.5092,999,057.002,355,249.73ME2150
CONCRETE MONUMENT
ALUIMINUM CAP IN 40.659618.161618.6632,993,910.502,348,533.10ME2148
BRASS CAP54.765632.269632.7712,997,020.572,354,934.96GPS-9
IGLD 85
ELEV.
NAVD88
ELEV.
LWD
LAKE MICHIGAN
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INDIANA DUNES NATIONAL LAKESHORE BASELINE
SCALE: 1" = 500'
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336+42.70
340+75.65
S R -6
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S R -1
S R -1
S R -1
S R -1
S R -1
S R -1
S R -1
S R -1
S T A . 2
ME2150
BEACH F
ILL
PLAN
0'
LAKE M
ICHIG
AN
H S
T R E E T
4TH STREET
MOUNT B
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MANOR
AVE
BEVERLY
D
RI
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P O
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Y
L a P
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LAKE
MI
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GATE #2
NIPSCO WEST GATE
N
0 1000'500'
2. ALL BASELINE BEARINGS ARE GRID: RECKONED FROM NORTH.
315+75.10 RESPECTIVELY.
FOR THE PROJECT STARTS AND ENDS AT STA. 338+50 AND STA.
INDIANA DUNES NATIONAL LAKESHORE BASELINE. STATIONING
1. THE BASELINE SHOWN IS THE EASTERN SEGMENT OF THE
LEGEND
ACCESS ROUTE
COORDINATE TABLE
340+75.65 2,355,446.71 2,996,954.91
336+42.70 2,355,025.69 2,996,853.98
330+42.80 2,354,654.74 2,996,382.55SR-18
321+74.93 2,354,331.88 2,995,576.97SR-17
315+75.10 2,354,086.78 2,995,029.51SR-16
309+75.27 2,353,841.65 2,994,482.08SR-15
303+75.44 2,353,638.68 2,993,917.64SR-14
297+75.60 2,353,416.42 2,993,360.51SR-13
291+75.77 2,353,180.16 2,992,809.17SR-12
287+73.18 2,353,071.56 2,992,421.51SR-11
281+07.89 2,352,796.43 2,991,814.92SR-10
275+91.24 2,352,583.36 2,991,345.14
269+90.26 2,352,335.11 2,990,797.84
265+29.52 2,352,158.36 2,990,372.36
252+87.49 2,351,642.37 2,989,242.62
247+86.66 2,351,428.80 2,988,789.61
235+18.65 2,350,892.75 2,987,640.51SR-6
229+53.65 2,350,653.89 2,987,128.50
EASTING NORTHING STATION NAME
SURVEY PROFILE LINES
GENERAL NOTES
COORDINATES IN INDIANA STATE PLANE WEST NAD83
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POLYETHYLENE FENCE
ORANGE HIGH-DENSITY
WITH TEMPORARY 4 FT
WORK LIMITS TO BE MARKED
WORK LIMITS OF BEACH FILL.
WESTERN AND SOUTHERN
PLUS 10' LANDWARD
AT +7 L.W.D. CONTOUR
IN VICINITY OF DUNES IS
LANDWARD WORK LIMITS
NOTE #6)
AROUND AREA (SEE
LOCATION OF TURN
APPROXIMATE
VEGETATION LINE
AT +7 L.W.D. AND/OR UP TO
INTO EXISTING DUNES
TIE BEACH FILL BERM
GATE
NIPSCO SECURITY
GATE 2: (WEST GATE)
TO EDGE-OF-SHOULDER
LIMITS: EDGE-OF-SHOULDER
NIPSCO ACCESS ROAD WORK
SEE NOTE #5
AT THIS AREA
MATERIAL ALLOWED ONLY
LAKE DELIVERY OF
DETAILS
SHEET C-5
01 FOR MORE
SEE DETAIL J
1 AND J11
ON
SEE NOTE #9
STAGING AREAS
NIPSCO CONSTRUCTION
SEE NOTE #4
OVER GAS LINE
EXISTING PLATE
TO WORK AREAS
LOCKED GATE
GATE 11:
200 LF
AREA; APPROXIMATELY
FENCE REQUIRED IN THIS
GAS PIPELINE SEGREGATION
A1
SCALE: 1" = 200'
BEACH FILL PLAN
BEACH HAUL ROAD (TYP)
EXISTING AGGREGATE
ACCESS ROAD
EXISTING PERMANENT
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635630
640 650 660655
615610
SLAB
CB
CB
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RIP
RAP
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5 6
590 595
585 590
625 630 635 640
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SLAB
SLAB
635630
640 650 660655
595 600
650 6
5 6
0 685 6
0 6 5 7
625 630 635 640
C H
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CB
CB
CB
CB
CB
CB
STATION WEST ACCESS
MICHIGAN CITY GENERATING
THROUGH NIPSCO
ACCESS TO PROJECT
POWERLINES
OVERHEAD
EXISTING
VEGETATION LINE
AT +7 L.W.D. AND/OR UP TO
INTO EXISTING DUNES
TIE BEACH FILL BERM
GEO-WEB
SURVEY BASELINE
EXISTING GRAVEL ACCESS ROAD
LAKE DELIVERY AREA
BEACH FILL - 10.96 AC
SLOPE SYMBOL
WORK LIMITS BOUNDARY
GENERAL NOTES
LEGEND
0 400'200'
SHOULD BE REMOVED AFTER ALL SAND HAS BEEN PLACED.
OF THE PERMANENT ACCESS ROAD. THIS SNOW FENCING
10. SNOW FENCING SHALL BE PLACED ALONG THE SOUTHERN EDGE
POC IS PROVIDED ABOVE.
WITH NIPSCO CONTRACTOR'S AS NEEDED FOR ACCESS. NIPSCO
CONTRACTOR. THE CONTRACTOR IS REQUIRED TO COORDINATE
CONTRACTOR MUST SHARE THE ACCESS ROAD WITH NIPSCO'S
ADJACENT TO THE CONTRACTOR'S ACCESS ROAD. THE
9. NIPSCO CONSTRUCTION STAGING AREAS ARE LOCATED
BALDY.
CONTRACTOR IS NOT ALLOWED WITHIN THE PREMISES OF MOUNT
8. MOUNT BALDY IS CLOSED TO THE PUBLIC. STAFF OF THE
POC.
COORDINATION WITH NIPSCO POC. SEE SHEET C-102 FOR NIPSCO
OPERATION HOUR, THE CONTRACTOR SHALL MAKE PRIOR
IF ACCESS TO THE SITE IS NEEDED OUTSIDE OF THE NORMAL
THROUGH FRIDAY, 6AM-6PM, AND CLOSED ON MAJOR HOLIDAYS.
7. NIPSCO WEST GATE OPERATION HOURS ARE FROM MONDAY
END AND MOVING WEST.
6. THE CONTRACTOR SHALL PLACE SAND STARTING AT THE EAST
THAT SAND DELIVERY METHOD IS SELECTED.
THE FEASIBILITY OF MATERIAL DELIVERY FROM LAKE MICHIGAN IF
IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE
SURFACE AREA WILL ALSO VARY. THE WATER DEPTH IS UNKNOWN,
CONDITIONS AND WATER DEPTH VARIES. THEREFORE, THE DRY
5. FOR VESSEL APPROACH TO LAKE DELIVERY AREA, THE LAKE
CONTRACTOR AT NO ADDITIONAL COST TO THE GOVERNMENT.
DAMAGE TO EXISTING UTILITIES SHALL BE REPAIRED BY THE
LINE. CONTRACTOR MUST NOT DAMAGE PLATE OR GAS LINE.
4. A PLATE IS USED TO PROTECT THE EXISTING UNDERGROUND GAS
OUTSIDE OF WORK LIMITS BOUNDARY.
3. CONTRACTOR SHALL ACQUIRE STAGING AND STORAGE AREAS
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)956-5266
ADAM F. FAUTH NIPSCO POC:
COMPANY (NIPSCO) AND THE NATIONAL PARK SERVICE (NPS).
ACTIVITIES WITH THE NORTHERN INDIANA PUBLIC SERVICE
1. THE CONTRACTOR IS REQUIRED TO COORDINATE WORK
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BERM WIDTH = 175 LF
J11
SCALE: NTS
B1
TYPICAL SECTION - BEACH FILL BERM
SCALE: VERTICAL 1"=5' HORIZONTAL 1"= 25'
J1
SCALE: NTS
DETAIL A: WORK LIMITS NEAR LAKE DELIVERY AREA DRAWING TITLE DETAIL B: WORK LIMITS AT REVETMENT STRUT
EXPOSED PIPELINE IN THIS AREA.CONTRACTOR SHALL NOT DAMAGE
ACCESS ROAD
18' PERMANENT
EXISTING
ACCESS ROAD
18' PERMANENT
EXISTING
18'
ACCESS ROAD
18' PERMANENT
EXISTING
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502502510505
WETLAND
LAKE MICHIGAN LAKE MICHIGAN
PILE REVETMENT
STEEL SHEET
EXISTINGSTONE
ARMOR
EXISTING
20' 20'
38'
5'
5' 45'
5'
LIMITS
WORK
148'
10'
-5
-10
-15
-5
-10
-15
BEACH FILL BERM
45'
5'
+7 LWD
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
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ELEVATION
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PERMANENT ACCESS ROAD 18FT WIDE1'
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US Army Corps
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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 SECTIONN.T.S.
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
TYPICAL SNOW FENCE
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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
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C R
IP
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N
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