W912P6-19-B-0016_Ft_Sheridan_Coastal_and_Ravine_Restoration_Phase_II_RTA_Plans2.pdf

PDF 16 MB Posted Aug 19, 2019

Attached to: FORT SHERIDAN COASTAL RESTORATION PHASE II CONSTRUCTION SERVICES, FORT SHERIDAN, ILLINOIS
Solicitation number: W912P619B0016
Issued by: Department of the Army Corps of Engineers Engineering District Chicago

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FT SHERIDAN COSTAL RESTORATION PHASE II SOLICITATION PLAN SHEETS W912P619B0016

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FINAL_AMD_0002_W912P619B0016.pdf	PDF	Sep 17, 2019
FINAL_AMD_0001_W912P619B0016.pdf	PDF	Sep 13, 2019
FT_SHERIDAN_COSTAL_RESTORATION_PHASE_II_SOLICITATION_AND_SPECIFICATIONS_W912P619B0016.pdf	PDF	Aug 19, 2019

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PRESERVE PROPERTY

LAKE COUNTY FOREST

AREA

PROJECT

WORK AREA

PROJECT

TO BEACH

VEHICULAR ACCESS

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IDENTIFICATION

SHEET

®of Engineers

US Army Corps of Engineers

US Army Corps

Chicago District

LOCATION MAP

VICINITY MAP

(N.T.S.)

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CHICAGO DISTRICT

SHEET INDEX

PROJECT MANAGER

CHIEF, DESIGN BRANCH

DATE

DATEDATE

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

DRAWINGS CONTAINED IN THE SHEET INDEX.

RECOMMENDATION AND APPROVAL FOR ALL

SIGNATURE AFFIXED BELOW INDICATE OFFICAL

REVIEWED BY:

APPROVED BY:

APPROVAL RECOMMENDED BY:

ATR TEAM LEADER

COASTAL RESTORATION - PHASE II

SECTION 506

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N A M

R A P .E

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N D V

Y M

NA JOHN GROBOSKI, P.E.

KIRSTON BUCZAK

CERTIFIED FINAL DRAWINGS

S H

E R

A N R

D of Engineers

US Army Corps

SOLICITATION NO.: W912P6-19-B-0016

CONTRACT NO.:

ISSUE DATE: AUGUST 15, 2019

TYPICAL LIVING REEF SECTIONSC-5026.

TYPICAL LIVING REEF SECTIONS C-5015.

COASTAL STRUCTURE PLAN VIEWC-1014.

WORK LIMITSC-0013.

SURVEY CONTROL POINTS V-0012.

LOCATION, VICINITY MAP AND SHEET INDEXG-0011.

REFERENCENUMBER

TITLE SHEET SHEET

FORT SHERIDAN

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IDENTIFICATION

SHEET

®of Engineers

US Army Corps of Engineers

US Army Corps

Chicago District

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NAVD88

IL EAST NAD83 STATEPLANE COORDINATES

HORIZONTAL & VERTICAL CONTROL POINTS

POINT

EASTING (X)

DESCRIPTION

ELEV. ELEV.

NORTHING (Y)

GENERAL NOTES

0 600' 1200'

18" IRON ROD663.4251127789.452020132.02FS29

18" IRON ROD673.6241124310.432022667.97FS28

PK NAIL686.0701124128.392022271.30FS27

18" IRON ROD655.6471124949.092026344.49FS26

18" IRON ROD629.0521124978.352026137.13FS25

18" IRON ROD654.3111124909.552025062.06FS24

18" IRON ROD647.4331125180.432025417.37FS23

18" IRON ROD640.0731125594.892025619.44FS22

18" IRON ROD643.2401126718.202023330.00FS21

18" IRON ROD641.3921126941.412022606.19FS20

18" IRON ROD637.1141127040.742023188.82FS19

18" IRON ROD587.9811127524.772022059.68FS18

DISK588.8501127589.992021741.61FS17

18" IRON ROD587.8611127481.162022191.35FS16

IRON ROD652.4431128590.122018408.25FS15

18" IRON ROD649.8821128709.102018400.23FS14

18" IRON ROD654.5461128767.772017977.50FS13

18" IRON ROD661.1811128528.952018000.39FS12

18" IRON ROD648.4651125632.012024400.66FS9

18" IRON ROD676.2061123879.752022503.02FS8

18" IRON ROD663.5961126994.422019785.71FS7

IRON ROD662.2261128050.952017324.08FS6

REQUEST.

CONTROL POINTS ARE AVAILABLE TO THE CONTRACTOR UPON

DATASHEET (USMARTS) FOR THE HORIZONTAL AND VERTICAL

4. THE USACE SURVEY MONUMENT ARCHIVAL & RETRIEVAL TOOL

VERTICAL DATUM OF 1988 (NAVD 88) U.S. FEET.

SPECIFICATIONS ARE REFERENCED TO THE NORTH AMERICAN

3. ALL ELEVATIONS SHOWN IN THE PROJECT PLANS AND

1983 (NAD 83) U.S. FEET.

COORDINATE SYSTEM, EAST ZONE, NORTH AMERICAN DATUM OF

SPECIFICATIONS ARE REFERENCED TO THE ILLINOIS STATE PLANE

2. ALL COORDINATES SHOWN IN THE PROJECT PLANS AND

TIME OF BIDDING, AND INCLUDE COST ACCORDINGLY IN THE BID.

NECESSARY ACTIONS TO ASSESS THE EXISTING CONDITIONS AT THE

DIFFER FROM THOSE SHOWN. THE CONTRACTOR MUST TAKE ALL

TIME. EXISTING CONDITIONS DURING CONSTRUCTION MAY VARY AND

SURVEYING LLC AND REPRESENTS CONDITIONS EXISTING AT THAT

JUNE 2015 SURVEY PERFORMED BY SEASIDE ENGINEERING AND

1. THE SURVEY CONDITIONS SHOWN ON THESE DRAWINGS ARE FROM A

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US Army Corps

Chicago District

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WORK LIMITS

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1125823.232025764.90WL12

1126129.432025324.43WL11

1126397.992024871.48WL10

1126613.582024544.23WL9

1126860.952024282.25WL8

1126893.012024135.95WL7

1126850.932024095.86WL6

1127095.432023470.56WL5

1127930.782023648.05WL4

1127664.882024778.62WL3

1126606.342026385.08WL2

1125628.272025610.5WL1

EASTING NORTHING WORK LIMIT

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AREA VIA CLIFF RD

VEHICLE ACCESS TO UPLAND

' 2

WORK LIMITS W

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®of Engineers

US Army Corps of Engineers

US Army Corps

Chicago District

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LAKE MICHIGAN

LEGEND

WP1

WP2 WP3

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WP8 WP9

WP10

SCALE: 1" = 10' 10' 20'0

NORTH

PLAN

TRUE N

11270042023899WP10

11268562024381WP9

11267472024573WP8

11265942024719WP7

11265142024872WP6

11262192025668WP5

11261362025752WP4

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EASTINGNORTHINGWORK POINT

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FT SHERIDAN COASTAL STRUCTURES

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STRUCTURE LOCATIONS

PRESERVE PROPERTY

LAKE COUNTY FOREST

SANDBAR STRUCTURE

LINEAR REEF

DOME REEF

C O

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T S

SECTION 35 35 20.00 03 FOR MONITORING REQUIREMENTS FOLLOWING STRUCTURE PLACEMENT.

2. ALL STRUCTURE PLACEMENT WORK SHALL OCCUR IN THE FIRST YEAR OF THE CONTRACT. REFER TO

COORDINATED WITH THE COR IN CASE OF DIFFICULTY REACHING THE IDENTIFIED LOCATION.

SECTION 35 35 20.00 03 FOR DETAILS OF INSTALLATION. LOCATIONS ARE APPROXIMATE AND SHOULD BE

1. APPROXIMATE DISTANCE FROM STRUCTURE CENTER TO SHORE PROVIDED FOR EACH STRUCTURE. REFER TO

NOTES:

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6' x 3' x 3'

LIMESTONE BLOCKS,

TO SHORELINE

6' x 3' x 3'

LIMESTONE BLOCKS,

INSTALLATION DETAILS.

SEE SPECIFICATION SECTION 35 35 20.00 03 FOR FURTHER

FROM EDGE OF LIMESTONE BLOCKS.

12" DEPTH CA-7 BEDDING MATERIAL. PLACE 12" MIN.

INSTALLATION DETAILS.

SEE SPECIFICATION SECTION 35 35 20.00 03 FOR FURTHER

FROM EDGE OF LIMESTONE BLOCKS.

12" DEPTH CA-7 BEDDING MATERIAL. PLACE 12" MIN.

PLACE ROOT WADS

COBBLE

12" MIN. (TYP.)

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IDENTIFICATION

SHEET

®of Engineers

US Army Corps of Engineers

US Army Corps

Chicago District

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C-501

SCALE: 1" = 5' 0 5' 10'

DOME REEF

DOME REEF SECTION

LINEAR REEF SECTIONS

SCALE: 1" = 5' 0 5' 10'

LINEAR REEF SECTIONS

SCALE: 1" = 5' 0 5' 10'

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PER STRUCTURE.

3. APPROXIMATELY 20 COBBLE STONES TO BE PLACED

35 35 20.00 03.

2. ROOT WAD/TREE PLACEMENT SHALL BE PER

SAND AT EACH DOME REEF.

PER SPECIFICATION 35 35 20.00 03. PLACE 215 CY OF

1. SAND PLACEMENT ON SHORE SIDE OF STRUCTURE

NOTES:

PER STRUCTURE.

3. APPROXIMATELY 20 COBBLE STONES TO BE PLACED

35 35 20.00 03.

2. ROOT WAD/TREE PLACEMENT SHALL BE PER

SAND AT EACH LINEAR REEF.

PER SPECIFICATION 35 35 20.00 03. PLACE 140 CY OF

1. SAND PLACEMENT ON SHORE SIDE OF STRUCTURE

NOTES:

R A

N A M

R A

A U

G U

S T

W P -1

-B -0

C-501

TO SHORELINE

6' x 3' x 3'

LIMESTONE BLOCKS,

(PROVIDED BY GOVT)

PLACE ROOT WADS

INSTALLATION DETAILS.

SEE SPECIFICATION SECTION 35 35 20.00 03 FOR FURTHER

FROM EDGE OF LIMESTONE BLOCKS.

12" DEPTH CA-7 BEDDING MATERIAL. PLACE 12" MIN.

PLACE ROOT WADS

COBBLE

A P

P R

O X

12" MIN. (TYP.)

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N E

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R A

C T N

IDENTIFICATION

SHEET

®of Engineers

US Army Corps of Engineers

US Army Corps

Chicago District

A C

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C-502

400'0 200'

SANDBAR STRUCTURE

SANDBAR STRUCTURE SECTION

V A

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SCALE: 1" = 5'

A L L

G R

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F S

E C

N S

T S

R A

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R A P .E

PER STRUCTURE.

3. APPROXIMATELY 20 COBBLE STONES TO BE PLACED

35 35 20.00 03.

2. ROOT WAD/TREE PLACEMENT SHALL BE PER

520 CY OF SAND AT WP-8, WP-9, AND WP-10.

SAND AT SANDBARS WP-6, AND WP-7. PLACE

PER SPECIFICATION 35 35 20.00 03. PLACE 1,300 CY OF

1. SAND PLACEMENT ON SHORE SIDE OF STRUCTURE

NOTES:

A U

G U

S T

W P -1

-B -0

C-502

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