Jeorse_Park_Beach_RTA_Plans.pdf

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SHEET INDEX

NN NN

LOCATION MAP VICINITY MAP

(N.T.S.) (N.T.S.)

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

W912P6-16-B-0010 pw:\\COE-LRCPWP02CHI.lrc.ds.usace.army.mil:coe-lrcpwp02chi.lrc.ds.usace.army.mil\Documents\Projects\Jeorse Park Section 506 - 401926\00003 - CADD BIM\00-Sheets\Cover Sheet, Location and Vicinity Map

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JEORSE PARK BEACH

ECOSYSTEM RESTORATION SECTION 506

EAST CHICAGO, IN

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SOLICITATION NO.:

ISSUE DATE:

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Chicago District TYPICAL SECTIONS, ROCK REEFCE-3028.

BREAKWATER PLANTING TYPICAL SECTIONCE-3017.

PINE AREA GRADING PLANCE-1036.

PLANTING AND RESTORATION PLANCE-1025.

CLEARING AND INVASIVE REMOVAL PLANCE-1014.

SITE PLAN AND STAGING AREAC-1013.

LEGEND, ABBREVIATIONS AND GENERAL NOTESG-0022.

LOCATION, VICINITY MAP AND SHEET INDEX,G-0011.

REFERENCENUMBER

TITLE SHEET SHEET

19 AUGUST, 2016

CERTIFIED FINAL DRAWINGS - RTA

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MARK CORNISH

KIRSTON BUCZAK

JOE SCHMIDT, P.E.

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GENERAL NOTES LEGEND

STORM MANHOLE

WATER MANHOLE

FENCE

WORK LIMITS

STANDARD ABBREVIATIONS

HORIZONTAL & VERTICAL CONTROL POINT

HORIZONTAL CONTROL POINT

STATIONSTA.

DEGREE OF CURVED

DEFLECTION ANGLE

LENGTHL

RADIUSR

CENTER OF CURVATURECC

POINT OF CURVATUREPC

POINT OF ELEVATIONPI

PATTERNS

MONITORING WELL

FIRE HYDRANT

WATER LEVEL

ELECTRIC HANDHOLE

WORK POINTWP

WORK LIMITWL

WELL POINTSWLP

VERTICALV

VERIFY IN FIELDVIF

TYPICALTYP.

STEEL SHEET PILESSP

REINFORCED CONCRETE PIPERCP

PIPE SLOPES

OCEAN SURVEYS, INC.OSI

NOT TO SCALENTS

NORTH AMERICAN VERTICAL DATUMNAVD

NATURAL WATER LINENWL

NATIONAL GEODETIC VERTICAL DATUMNGVD

MONITORING WELLMW

MINIMUMMIN

MANHOLEMH

LOCAL CONTROL PANELLCP

ILLINOIS DEPARTMENT OF TRANSPORTATIONIDOT

HORIZONTALH

HIGH WATER ELEVATIONHWL

GRATED MANHOLEG.M.H.

GRATE DRAING.D.

GRADE AT FOUNDATIONGF

FIRE HYDRANTFH

FINISH FLOORFF

EXTRACTION WELLEN

EXPANSION JOINTEJ

ELEVATIONELEV

ELECTRICAL MAN HOLEEMH

ELECTRICAL HAND HOLEEHH

DUCTILE IRON PIPED.I.P.

DIGITAL TERRAIN MODELDTM

DIAMETER AT BREAST HEIGHTDBH

DIAMETERDIA.

CORRUGATED METAL PIPECMP

CORPS OF ENGINEERSCOE

CONTRACTING OFFICER'S REPRESENTATIVECOR

CONSTRUCTION JOINTCJ

CENTERLINECL

CATCH BASINCB

ARMY CORPS OF ENGINEERSACOE

TREE

LINE STYLES

SYMBOLS

VERT./HORIZ. ALIGNMENT ABBREVIATIONS

EDGE OF WATER

EXISTING CONTOUR-11

H

ELECTRICAL MANHOLE

X-###

X#

DETAIL INDICATOR

X-###

X#

X# SCALE:

DRAWING AREA TITLE

TRIANGULATION POINT

SECTION INICATOR

DIRECTION OF CUT

DETAIL IS SHOWN

SHEET WHERE

SECTION IS SHOWN

SHEET WHERE

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SECTION

GRID LETTER/NUMBER OF

DRAWING AREA TITLE INDICATOR

GRID LETTER/NUMBER

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DEBRIS/GRAVEL AREA

OPTION 3 INVASIVE REMOVAL

BEACH AND DUNES

PLANTING - OPTION 3

BEACH AND DUNES

PLANTING OPTION 1

BREAKWATER

PLANTING - OPTIONAL

PLANTING - BREAKWATER

PLANTING - BEACH AND DUNES

INVASIVE REMOVAL - BEACH AND DUNES

INVASIVE REMOVAL - BREAKWATER

ROCK REEF

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EM385-1-1, AS CURRENT AT TIME OF CONTRACT AWARD.

8. WORK MUST BE IN ACCORDANCE WITH CORPS OF ENGINEERS SAFETY AND HEALTH REQUIREMENTS MANUAL

ON THE SITE DURING CONSTRUCTION.

ENVIROMENTAL PROTECTION FOR INDIANA, AS NECESSARY TO CONTROL SEDIMENT AND EROSION

PRACTICIES (BMPs) AND IN ACCORDANCE WITH THE INDIANA STORM WATER QUALITY MANUAL AND SECTION 01 57 20

7. THE CONTRACTOR MUST INSTALL AND MAINTAIN TEMPORARY EROSION CONTROL BEST MANAGEMENT

NO ADDITIONAL COST TO THE GOVERNMENT.

THE WORK LIMITS. UTILITIES DAMAGED DURING CONSTRUCTION MUST BE REPAIRED OR REPLACED AT

6. THE CONTRACTOR IS RESPONSIBLE FOR THE DEMARKATION AND PROTECTION OF ALL UTILITIES WITHIN

NO LESS THAN 48 HOURS BEFORE START OF ANY EXCAVATION.

5. BEFORE START OF CONSTRUCTION, CONSULT WITH ALL UTILITY SYSTEM OWNERS. CALL INDIANA 811

REPRESENTATIVE OF ANY SIGNIFICANT DISCREPANCIES.

BEFORE PROCEEDING WITH PROPOSED WORK. IMMEDIATELY NOTIFY THE CONTRACTING OFFICER'S

4. BEFORE BEGINNING CONSTRUCTION, VERIFY ALL CRITICAL DIMENSIONS, LOCATIONS AND ELEVATIONS

MAPPING PROGRAM, JOINT AIRBORNE LIDAR BATHYMETRY TECHNICAL CENTER OF EXPERTISE (NCMP, JALBTCX).

3. CONTOURS WERE CREATED USING LIDAR BY THE NATIONAL COASTAL

2. THE VERTICAL DATUM SHALL BE BASED ON NAVD88 U.S. FEET.

STATE PLANE COORDINATE SYSTEM, WEST ZONE, NAD 1983.

1. THE HORIZONTAL DATUM IS BASED ON THE INDIANA

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SCALE: 1" = 200' 400'0 200'

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WORK LIMITS

SEE NOTE 4.

AVE THROUGH PARKING LOT.

SITE ACCESS FROM ALDIS

(WITHIN PARKING LOT)

STORAGE/STAGING AREA

SIDEWALK AND HANDRAIL, APPROX. 6' TALL

EXISTING LIMESTONE WALL TOPPED WITH

GENERAL NOTES

CONDITIONS.

CONTRACTOR IS RESPONSIBLE FOR VERIFYING ON SITE

TAKEN. THIS WORK IS OUTSIDE OF THE PROJECT AREA.

IN THE PARKING LOT AREA SINCE THE SHOWN AERIAL WAS

5. WORK HAS BEEN COMPLETED BY THE CITY OF EAST CHICAGO

ROUTE CAN BE BROUGHT TO THE SITE VIA BARGE.

ANY MATERIALS THAT CANNOT BE BROUGHT IN THROUGH THIS

CONTRACTOR CHOOSES TO USE THIS ACCESS POINT.

CONTRACT, NO ADDITIONAL PAYMENT WILL BE MADE IF

STAIRCASE. THIS WORK IS INCIDENTAL TO THE

COMPLETION OF ITS USE. SEE SHEET CE302 FOR DETAILS OF

RESTORE THIS ACCESS TO EXISTING CONDITIONS AT

THE EXISTING HANDRAIL IF NECESSARY. CONTRACTOR MUST

REMOVAL OF AND MUST BE RESTORED AT THE COMPLETION OF

INCLUDES CONSTRUCTION OF A HAUL ROAD/RAMP, AND

BY THE CONTRACTOR FOR USE AS VEHICLE ACCESS. THIS

5. THE PEDESTRIAN ACCESS LOCATION SHOWN CAN BE IMPROVED

DETAILS WITH THE ADJACENT AMERISTAR CASINO.

REFER TO SPECIFICATION SECTION 01 10 00 FOR COORDINATION

FOR CONTRACTOR STORAGE AND STAGING AREA AS SHOWN.

BEACH PARKING LOT. A PORTION OF THE LOT WILL BE USED

4. CONTRACTOR ACCESS TO SITE IS THROUGH THE JEORSE PARK

COR.

AND STAGING AREA, UNLESS OTHERWISE APPROVED BY THE

3. ALL MATERIAL STOCKPILING SHALL BE DONE IN THE STORAGE

STATE PLANE COORDINATE SYSTEM, WEST ZONE, NAD 1983.

2. THE HORIZONTAL DATUM IS BASED ON THE INDIANA

1. WORK LIMITS AS SHOWN. CONTRACTOR SHALL VERIFY.

pw:\\COE-LRCPWP02CHI.lrc.ds.usace.army.mil:coe-lrcpwp02chi.lrc.ds.usace.army.mil\Documents\Projects\Jeorse Park Section 506 - 401926\00003 - CADD BIM\00-Sheets\Site Plan and Staging Area

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2331725.93

2332070.54

2332301.40

2331956.53

2331773.95

2331612.26

2331585.09

2331462.55

2330923.27

2330534.88

2330042.60

2332036.67

2333788.15

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2333230.57

2333141.80

2332726.60

2332629.94

2332487.39

2332433.56

2332404.40

2857155.03

2857152.17

2856731.10

2856969.53

2857050.49

2856865.75

2857146.25

2857033.86

2857604.66

2858069.97

2858741.82

2858421.92

2857592.57

2857504.04

2857556.28

2857499.33

2857301.43

2857097.78

2856774.70

2856814.19

2856649.83

2856630.14

ACCESS POINT. SEE NOTE 5.

PEDESTRIAN BEACH

SEE SHEETS CE101 AND CE102 FOR DETAILS.

WORK POINTS SIGNIFY BASE VS. OPTION AREAS.

OPTION 3 AREA

OPTION 1 AREA

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CLEARING PLAN

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GENERAL NOTES

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AND BURNING (3.2 AC)

OPTION 1 INVASIVE REMOVAL

J U

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OPTION 3 INVASIVE REMOVAL (6 AC)

INVASIVE REMOVAL - BEACH AND DUNES (5 AC)

INVASIVE REMOVAL - BREAKWATER (0.8 AC)

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DETAILS.

1. REFER TO SPECIFICATION SECTION 31 31 19.13 FOR INVASIVE SPECIES CONTROL

OPTIONAL WORK AREA 3

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PLANTING AND RESTORATION PLAN

PLANTING - OPTION 3, BEACH AND DUNE (3.9 AC)

PLANTING - OPTION 1, BEACH AND DUNE (1.4 AC)

PLANTING - OPTIONAL BREAKWATER (1.2 AC)

PLANTING - BREAKWATER (0.4 AC)

PLANTING - BEACH AND DUNE (1.8 AC)

AND BID ITEM QUANTITIES.

REFERENCE ONLY. PLANTING QUANTITIES SHALL BE AS PER THE SPECIFICATIONS

4. ACRERAGES PROVIDED FOR PLANTING AREAS ARE FOR CONTRACTOR

WILL NOT BE REVISED.

PLANTING AREA WILL BE VERIFIED AT TIME OF OPTION AWARD, AND QUANTITIES

REALIGNMENT PROJECT TO BE COMPLETED BY OTHERS IS AWARDED. THE

3. OPTION AREA 2 FOR BREAKWATER PLANTING MAY BE REVISED IF A BREAKWATER

CONTOURS ARE SHOWN.

PLACEMENT IN FIELD WITH COR BEFORE COMPLETING WORK. 2' BATHYMETRIC

ELEVATION 568 OR APPROXIMATE MAXIMUM WATER DEPTH OF 14'. VERIFY

2. BOTH REEFS SHALL BE PLACED IN THE GENEARL AREA SHOWN, AT APPROXIMATE

1. THE 2 ROCK REEFS ARE SHOWN LARGER THAN SCALE FOR CLARITY.

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DUNE PLANTINGS

OPTION 1 BEACH &

PLANTINGS

BREAKWATER

OPTIONAL

PLANTINGS

BASE BREAKWATER

AND SHEET C-302

LOCATIONS, SEE NOTE 2

ROCK REEF PLACEMENT

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ENTIRE 'PINE AREA'

SAND FENCE SURROUNDING

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TOPSOIL REMOVAL (0.9 AC)

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6. REFER TO SPECIFICATION SECTION 31 00 00 FOR FENCE REQUIREMENTS.

SPECIFICATION SECTION 31 00 00 FOR DETAILS OF GRADING PLAN.

5. COVER ENTIRE 'DEBRIS/GRAVEL AREA' WITH 1' TYPICAL OF NEW SAND. REFER TO

4. PLACE EXCAVATED TOPSOIL OVER DEBRIS/STONE MOUNDS.

AREA' SHOWN.

3. FORM SEVERAL SMALL MOUNDS FROM THE DEBRIS WITHIN THE 'DEBRIS/GRAVEL

UNDERLYING SAND LAYER IS REVEALED.

2. REMOVAL APPOXIMATELY 6" OF TOPSOIL COVER IN THE AREAS SHOWN, UNTIL

1. ALL WORK ON THIS SHEET IS INCLUDED IN OPTION 3

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EXISTING BREAKWATER TYPICAL SECTION

A1

EXISTING BREAKWATER

BREAKWATER SECTIONS.

STONE SIZES ARE NOT KNOWN BUT VARY SOMEWHAT BETWEEN

4. A, B, C AND D STONE SIZES ARE PER AS-BUILT DRAWINGS. EXACT

3. LWD IS INCLUDED FOR REFERENCE ONLY.

DETERMINED BY THE COR.

COURSE AGGREGATE #5 WITHIN THE BREAKWATER AS A BASE LAYER, TO BE

NEW SAND PLACEMENT, AN OPTIONAL ITEM MAY BE AWARDED TO PLACE INDOT

3. IF EXISTING BREAKWATER IS NOT FILLED WITH ENOUGH SAND TO SUPPORT THE

SMALLER RIPRAP.

SIGNIFICANT PORTIONS OF THIS AREA ARE ALREADY INUNDATED WITH SAND AND

2. REFER TO SHEET CE-102 FOR LOCATIONS OF SAND ALONG BREAKWATER.

NEW SAND FILL PLACEMENT.

1. ALL BREAKWATER DETAILS SHOWN ARE EXISTING, WITH THE EXCEPTION OF THE

SAND FILL AREAS

GENERAL NOTES

9'

EXISTING GEOTEXTILE FABRIC

APPROXIMATELY AT THE EXISTING WATER LINE.

OF APPROXIMATELY 2'-3' TO SUPPORT NEW PLANTINGS. FILL ENDS

PLACE SAND FILL IN EXISTING BREAKWATER VOIDS, TO A DEPTH

560'

575'

591' APPROX.

8'

20'

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SHEETPILE IS PRESENT AT THIS APPROXIMATE LOCATION

PEDESTRIAN WALKWAY. BASED ON VISUAL INSPECTION OF BREAKWATER,

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GLACIAL COBBLE, SEE NOTE 1

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ACCESS STAIRS TO BEACH

APPROXIMATE MAX WATER ELEVATION, 14' DEPTH

D1 SCALE: 1" = 200'

40'0 20'

ROCK REEF TYPICAL CENTER SECTION

A1 SCALE: 1" = 400'

80'0 40'

ROCK REEF PLAN VIEW

2. REFER TO SHEET C-101 FOR LOCATION OF ACCESS STAIRS.

SEE SPEC SECTION 35 35 20.00 03 FOR DETAILS.

DIAMETER. LARGER LIMESTONE MAY BE PLACED WITHIN THE CENTER OF THE REEF,

1. EACH REEF TO BE CONSTRUCTED OF GLACIAL COBBLE WITH 1.2' AVERAGE

A

GENERAL NOTES

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