A B C D E F G H SEE NOTE 1 EL (MIN.) 2 NEW UNCOMPACTED EL. VARIES EARTH EMBANKMENT 3 (MIN.) TYPICAL SECTION EMBANKMENT AND BORROW 6 (MIN.

Similar documents
GEOLOGICAL INVESTIGATIONS

Cat Island Chain Restoration Project Brown County Port & Resource Recovery Department

GEOTECHNICAL SUBSURFACE EXPLORATION DATA REPORT

NALYSIS OF STABILIZING SLOPES USING VERTICAL PILES

TOWN OF DOUGLAS EARTH REMOVAL SPECIAL PERMIT APPLICATION FORM Pursuant to Section 6.1 of the Douglas Zoning Bylaw

B.2 MAJOR SUBDIVISION PRELIMINARY PLAN CHECKLIST

City of Massillon Site Plan Checklist

QUANTITY SURVEYS. Introduction

New Jersey Dept. of Environmental Protection Shore Protection Program

Crow Wing County Mound Design

Performance Monitoring

580 - NOISE BARRIERS OPSS 580 INDEX

Philadelphia District: Cape May County, New Jersey

Corps Dredge Plan 2016 Emily Hughes Env Resources, USACE BUILDING STRONG

UPPER MISSISSIPPI RIVER RESTORATION LAKE ODESSA HABITAT REHABILITATION AND ENHANCEMENT PROJECT OPERATION AND MAINTENANCE MANUAL APPENDIX F

December 2002 Meeting

Information for File # RMM

Compensatory Mitigation Monitoring Report Aquatic Habitat Improvement City of Montrose Whitewater Park, Montrose County, Colorado March 6, 2014

MARINE PRIVATE MOORAGE APPLICATION REQUIREMENTS; EXAMPLE PLANS

Plan Preparation Checklist

CITY OF LA MARQUE CHAPTER GRAPHIC REQUIREMENTS CONSTRUCTION PLAN AND MISCELLANEOUS REQUIREMENTS

APPENDIX C: MAIN RIVER BRIDGE PLANS. The graphics in this appendix depict the Practical Alternatives.

SECTION MANHOLES

SECTION 58 PRECAST CONCRETE BOX CULVERT. This work consists of furnishing and installing Pre-cast Concrete Box Culverts.

State of New Jersey Chris Christie, Governor. Dept. of Environmental Protection Bob Martin, Commissioner

INVITATION FOR BID (IFB) IFB NO. GSWA

APPENDIX K DEPARTMENT OF PLANNING AND CODE ENFORCEMENT SUBDIVISION APPLICATION CENTER SUBMITTAL CHECKLIST

TYPICAL SECTIONS TYPICAL NO. 1 (MAINLINE) STA TO STA STA TO STA ROUNDING DETAIL TYPICAL NO.

COOK INLET NAVIGATION CHANNEL

PLANNING AND DEVELOPMENT

CITY OF TUMWATER 555 ISRAEL RD. SW, TUMWATER, WA (360)

Ecological Restoration Drafting & Design Guidelines

Authorized Agent: City of Manassas Check List Attached: Contact: Address: Phone Number: Fax Number: Developer s Name: Phone Number:

Dredging, Beach Nourishment and. Bird Conservation Workshop Atlantic Coast Region

INDEX PAGE RELEASE SECTION NUMBER DATE

Grading, Erosion and Sediment Control (GESC) Checklist

TOPOGRAPHIC MAPS A NEW WAY TO VIEW THE WORLD!

LOWNDES COUNTY ENGINEERING PLAN REVIEW CHECKLIST. Design Professional: Phone: Developer: Phone: 2 nd Submittal (No Fee)

Ramsar Convention. LI To know and understand the purpose of the Ramsar Convention

E:\Wilmot\DGN\14018pp.dgn 3/11/2015 6:49:16 AM

City of Beaumont. Public Works Engineering. Street Improvement Plan Checklist REV 4/18/16

Leveling. Double-Rodded Leveling. Illustrative Problem. Double-Rodded Leveling 8/17/2014

Charlotte County Utilities DESCRIPTION

SECTION III STANDARD DRAWINGS ROYSE CITY GENERAL CONSTRUCTION NOTES & DETAILS

NWP of 9 Enclosure

CITY OF VISTA STANDARD DRAWINGS

1. Qualitative Assessment... II-101

Product Specification

SECTION 100 PRELIMINARY CONSIDERATIONS & INSTRUCTIONS

VICINITY MAP LOCATION MAP GRAPHIC SCALES

CITY OF MUSKEGO DRAFTING STANDARDS

This addendum forms a part of the Contract Documents dated: August 10, 2012.

TABLE OF CONTENTS. Executive Summary 1 Acknowledgements 3 Introduction 3 Storm Recovery and Beach Project Effectiveness 3

B-PERMIT PLAN CHECK MANUAL

CONSTRUCTION SPECIFICATION FOR PRECAST REINFORCED CONCRETE BOX CULVERTS AND BOX SEWERS

MAINTENANCE HOLES, CATCH BASINS AND DITCH INLETS - MTC FORM 407 INDEX

SECTION 9.00 AS-BUILT DRAWING REQUIREMENTS SUB-INDEX

MANHOLES PART I: GENERAL. A. Precast Concrete Manholes

INTELLIGENT COMPACTION

RECORD DRAWINGS REVISED TO CONFORM TO CONSTRUCTION RECORDS PROVIDED BY CONTRACTOR GMG BY DATE 11/13 CRS NO.

2. What are the estimated volumes for the Residuum Harvesting See response to Question 1

Technologies, Inc. Installation Instructions for Anchors & Components. Rev PAGE 1 / 11


IGLOO MODIFICATIONS CHARLIE AREA BELLEMONT FLAGSTAFF ROADWAY/ RAILROAD NEAR BUILDING 350 CHARLIE AREA IGLOOS N Not to Scale IGLOO MODIFICATIONS CHARLI

Date Requested, 200_ Work Order No. Funding source Name of project Project limits: Purpose of the project

DESIGN GUIDELINES (SD) COUNTY OF ALAMEDA PUBLIC WORKS AGENCY 399 ELMHURST STREET HAYWARD, CA

Digitally Signed 06/02/2015

SURVEY OF SEAGRASS BEDS AT PLACEMENT AREA 62, WEST BAY CONTRACT FOR GIWW, TEXAS CAUSEWAY U. S. ARMY CORPS OF ENGINEERS CONTRACT NO.

New Jersey Regional Sediment Management

STATE UNIVERSITY CONSTRUCTION FUND

Update: July 20, 2012

A. Dewatering observation wells are part of dewatering allowance.

Hartwell Lake Application for Dry Dredging

APPLICATION FOR SITE PREPARATION PERMIT

MAY J. Collins Engineering Associates, LLC San Jose Blvd. Jacksonville, Florida 32223

Feasibility Study To Define Costs & General Conditions For Construction of Improved Entrance Structure

MINIMUM DRAWING REQUIREMENTS FOR WATER AND SEWER LINE PROJECTS

5/16" Flange nut. Bolt Keeper Plate (8" Sq. SYS.) (3) 1/2" x 3" Hex head connector zinc plated bolt w/ washers and nut. Anchor 3" sq. 7 Ga.

Town of Apex, North Carolina

Stormwater & Water Quality Training Programs for Colorado

SECTION DEWATERING PART 1 - GENERAL 1.1 RELATED DOCUMENTS

CITY OF VISTA STANDARD DRAWINGS

ROUTES: 65 SECTIONS: miles in length. THE FOLLOWING ITEMS AND APPROXIMATE QUANTITIES ARE INVOLVED:

LD ma very low quiescent current linear regulator IC. applications. Description. Features SOT23-5L. DFN4 1x1

Old House Channel Bathymetric and Side Scan Survey

SELF-ALIGNING PLASTIC INCLINOMETER CASING IN BOREHOLES. Model GEO-LOK. Roctest Limited, All rights reserved.

Please type or print legibly using blue or black ink. Incomplete applications cannot be accepted. Project Information. Address or Location:

Plastibeton Trench System. Installation Packet

MILL HILL ARTS VILLAGE

List of Figures. List of Forms

Survey Requirements. Design Guidelines and Standards. June Office of the University Architect

MONTHLY UPDATE REPORT - PRIMROSE SOUTH W4M OCTOBER 7, 2013

ULIAN KISSIOV 476 PRESIDENTIAL LANE MADISON, WISCONSIN PHONE: NORTH

Porter County Plan Commission

Raging River Quarry. Environmental Noise Monitoring Protocol Provisional Operations 11/30/2016

Instruction with Hands-on Practice: Creating a Bathymetric Database & Datum Conversion

Minimum Drawing & Electronic Submittal Requirements For Record Drawings /As-Builts

Shoe Box Activity Constructing a Topographic Map

PART 4 STANDARD DRAWINGS FOR CONSTRUCTION

Surveying & Measurement. Detail Survey Topographic Surveying

Transcription:

BORROW AS NECESSARY TO CONSTRUCT RIVERWARD SEE NOTE EL.. (MIN.) (MIN.) NEW UNCOMPACTED EL. EARTH C L C C C TYPICAL SECTION AND BORROW NO SCALE. CDF FLAT POOL EL.. JULJRP/REH AS CONSTRUCTED Approved Description Date CDF CELL LEGEND UPPER SEDIMENT LOWER SEDIMENT SEP, EP DACW--R- CDF NEW UNCOMPACTED EARTH (MIN.) (MIN.) EXCAVATE CHANNEL, USE MATERIAL AS ADJACENT BORROW TO CONSTRUCT C L D C C EL.. (MIN.) NO SCALE (MIN.) EL.. MIN. TYPICAL SECTION AND EXCAVATION CDF CELL EXCAVATION LIMIT (MIN.). LAKEWARD EXCAVATION FLAT POOL EL.. RTN SDB MJA POOL ISLANDS TYPICAL SECTIONS II PLATE :: PM c:\pw_working\mvr\beddllh\d\o&m_plate.dgn

BORROW AS NECESSARY TO CONSTRUCT RIVERWARD SEE NOTE EL.. (MIN.) NEW UNCOMPACTED EARTH EL. (MIN.) C L E C C TYPICAL SECTION AND BORROW NO SCALE. CDF FLAT POOL EL.. AS CONSTRUCTED JUL JRP/REH CDF CELL LEGEND UPPER SEDIMENT LOWER SEDIMENT SEP, EP DACW--R- CDF NEW UNCOMPACTED EARTH (MIN.) (MIN.) EXCAVATE CHANNEL, USE MATERIAL AS ADJACENT BORROW TO CONSTRUCT CL F C C EL.. (MIN.) NO SCALE (MIN.) EL.. MIN. TYPICAL SECTION AND EXCAVATION CDF CELL EXCAVATION LIMIT (MIN.). LAKEWARD EXCAVATION FLAT POOL EL.. RTN SDB MJA POOL ISLANDS TYPICAL SECTIONS III PLATE :: PM c:\pw_working\mvr\beddllh\d\o&m_plate.dgn

NEW UNCOMPACTED EARTH EL.. C L (MIN.) FLAT POOL EL.. G C C NO SCALE RIVER BOTTOM FLAT POOL EL.. ELEV.. TYP. H C C TYPICAL SECTION NO SCALE. (MIN.). BORROW AS NECESSARY TO CONSTRUCT SEE NOTE CDF CELL CDF CELL EL. (TYP.) (MIN) (MIN) TYPICAL SECTION AND BORROW BETWEEN CDF CELLS LEGEND UPPER SEDIMENT LOWER SEDIMENT EXCAVATION MATERIAL TO BE REMOVED C L NOTE: SECTION H WAS MODIFIED PER VALUE EHGINEERING PROPOSAL, CONTRACT MODIFICATION #A DATED AUGUST,. PLATE TYPICAL SECTIONS IV REVISED AS CONSTRUCTED MOD. - EXCAVATION CHANNEL CHANGE POOL ISLANDS RTN SDB MJA SEP, EP DACW--R- JULJRP/REH :: PM c:\pw_working\mvr\beddllh\d\o&m_plate.dgn

H:V H:V H:V A H:V H:V PLAN SEDIMENT TRAP NEW GROUNDLINE GROUNDLINE MECHANICAL EXCAVATION (MIN) FLAT POOL EL.. EL.. EL.. TOP OF NEW DEFLECTION ELEV.. SECTION A-A NO SCALE A. B B H:V H:V MECHANICAL EXCAVATION PROFILE B-B H:V H:V TYP. PLACE FLAT POOL EL.. ROCK BERM ELEV.. APPROX. RIVER BOTTOM. PLACE BLANKET TRANSITION BERM INTO BLANKET (TYP.) H:V SEDIMENT TRAP LENGTHENED TO COMPENSATE FOR ROAD BED. (ACTUAL SIZE NOT SHOWN) SLOPE ROCK BERM PLATE FLOW INLET PLAN AND PROFILE REVISED AS CONSTRUCTED POOL ISLANDS RTN SDB MJA SEP, EP DACW--R- JULJRP/REH :: PM c:\pw_working\mvr\beddllh\d\o&m_plate.dgn

K RM RM E. N. E. N. E. N. AREA C OPTIONAL EXCAVATION AREAS THIS AREA NOT DREDGED MECHANICAL EXCAVATION AREA A OPTION B (NOT DREDGED) NOTES:. OPTION ITEMS MAY BE AWARDED ONLY AFTER ALL CONTRACT EXCAVATION IS COMPLETE.. AWARD WILL DEPEND ON AVAILABLE CAPACITY IN THE CDF. E. N. E. N. E. N.. ALL OPTIONAL EXCAVATION MATERIAL MUST BE PLACED IN THE CDF OR REMOVED OFF SITE AT CONTRACTOR S EXPENSE. POOL ISLANDS OPTION ITEMS PLAN VIEW RTN SDB KNM MJA SEP, EP DACW--R- JULJRP/REH PLATE REVISED AS CONSTRUCTED :: PM c:\pw_working\mvr\beddllh\d\o&m_plate.dgn

MATERIAL TO BE REMOVED GROUNDLINE FLAT POOL EL.. EL.. (TYP.) C L OPTIONAL EXCAVATION TYPICAL SECTION NO SCALE NOTE: ALL OPTIONAL EXCAVATION SHALL BE TO ELEV.. PLATE OPTION ITEM S TYPICAL SECTION POOL ISLANDS RTN SDB MJA SEP, EP DACW--R- AS CONSTRUCTED JULJRP/REH Date Approved Description :: PM c:\pw_working\mvr\beddllh\d\o&m_plate.dgn

ARROWHEAD MARINA MUD LAKE PARK BOAT RAMP ACCESS ROAD BM --R EL.. RAILROAD BM R-. EL.. ROAD SITE M AP OF LOCATION BORROW EXCAVATION EDGE OF SHORELINE AND IS APPROXIMATLEY SHOWN AT FLAT POOL BENCHMARK PLATE FLOW SEP, EP AS CONSTRUCTED DACW--R- POOL ISLANDS RTN RSK SDB CJK MJA TEM -- RTN/RAP :: AM c:\pw_working\mvr\beddllh\d\o&m_plate.dgn

CONSTRUCTION FEATURES THE FOLLOWING PROVIDES A BRIEF DESCRIPTION OF THE MAJOR PROJECT FEATURES. IT IS NOT NECESSARILY A CONSTRUCTION SEQUENCE. FEATURE: DEFLECTION A CONSTRUCT DEFLECTION USING ADJACENT BORROW FROM RIVER BED. FEATURE: DEEP WATER FISH HABITAT (ALIGNMENTS C, E-M) CONSTRUCT A SYSTEM OF DEEP-WATER CHANNELS FOR FISH HABITAT. FEATURE: UPPER FLOW INLET CONSTRUCT A FLOW INLET IN THE DEFLECTION TO ALLOW NOMINAL FLOW THROUGH THE NEWLY EXCAVATED CHANNELS. PLACE TO PROTECT THE INLET FROM EROSION. FLOW INLET DETAILS MAY BE FOUND ON SHEET C. FLOW -- RTN/RAP Approved Description Date ALIGNMENT N ALIGNMENT A FLOW LOWER FLOW INLET FLOW ALIGNMENT L ALIGNMENT K ALIGNMENT M AS CONSTRUCTED ALIGNMENT J UPPER FLOW INLET SHORELINE ALIGNMENT C ALIGNMENT I ALIGNMENT H ALIGNMENT G ALIGNMENT F ALIGNMENT E FLOW INLET SEP, EP DACW--R- SHORELINE FEATURE: LOWER FLOW INLET RTN SDB MJA FEATURE: DEFLECTION B ALIGNMENT B ALIGNMENT D (BORROW SOURCE) FLOW THE EXCAVATED CHANNELS WILL PROVIDE APPROXIMATELY. HECTARES OF FISH HABITAT, AS WELL AS A MATERIAL SOURCE FOR CONSTRUCTION OF (ALIGNMENT A). CONSTRUCT A FLOW INLET IN THE DEFLECTION TO ALLOW NOMINAL FLOW THROUGH THE NEWLY EXCAVATED CHANNELS. PLACE TO PROTECT THE INLET FROM EROSION. FLOW INLET DETAILS MAY BE FOUND ON SHEET C. FLOW INLET FLOW SHORELINE POOL ISLANDS CONSTRUCTION FEATURES PLATE :: AM c:\pw_working\mvr\beddllh\d\o&m_plate.dgn

A B C D E F G H CONSTRUCTED VEGETATION BED LOWER FLOW INLET AS STA. +A SHOWN Approved Date AS ALIGNMENT G ARMY EDGE OF SHORELINE AND IS APPROXIMATELY SHOWN AT FLAT POOL ALIGNMENT E MJA TEM CJK S DB U.S. EXCAVATE CHANNELS ILLINOIS AND NAVIGATION CHARTS.. FLAT POOL EL., YR EL., YR EL... CONTOURS ARE ESTIMATED FROM VARIOUS SOURCES ( TO PRESENT). A B C D E F G H PLATE AM SI TE PLAN ARE APPROXIMATE.. RIVER BOUNDARIES BASED ON AERIAL PHOTOS. ALL RIVER MILES AND FEATURE LOCATIONS POOL ISLANDS GENERAL NOTES: PI: STA +A GATE LOCATION ALIGNMENT D c:\pw_working\mvr\beddllh\d\o&m_plate.dgn MUDLAKE PARK LANDING :: ALIGNMENT C ISLAND, ROCK ENGINEERS I O W A OF ENGINEER DISTRICT ALIGNMENT F ALIGNMENT B BORROW EXCAVATION ALIGNMENT H CORPS Checked ALIGNMENT I RTN RSK ALIGNMENT M ALIGNMENT K ALIGNMENT J PLACE SIDE CAST BERMS ALIGNMENT L SEP, Drawing REVISED ALIGNMENT N DACW--R- DISTANCE CHANGE STA. +A MOD. # - STATION UPPER FLOW INLET ALIGNMENT A EP DEFLECTION Description By: SEP Code: -- RTN/RAP OW FL S I S P I R M I S I S P E R I V RTN/RJH

A B C D E F G H RTN/RAP Approved Date -- Description AS CONSTRUCTED L NE AN CH N IO AT IG V NA ENGINEER DISTRICT EA AR ARMY W LO AL SH P-- P-- DACW--R- EP RSK TEM GJM SHOWN Code: Drawing By: c:\pw_working\mvr\beddllh\d\o&m_plate.dgn LO CATI ONS BORING LOCATION P-- POOL ISLANDS EDGE OF SHORELINE AND IS APPROXIMATELY SHOWN AT FLAT POOL BO RI NG P-- AS U.S. BORROW EXCAVATION P-- Checked RSK P-- ENGINEERS CJK SDB/TP D/GBM P-- OF P-- ILLINOIS P-- ISLAND, ROCK CORPS EA AR SEP, W LO AL SH PLATE A B C D E F G H AM ::

ELEVATION (METERS) ELEVATION (METERS) P-- HA HA / / (.). WATER N. E. MARCH P-- P-- P--... WATER HA HA WATER CH GR FAT CLAY (SOFT) (.) CL GR SILTY LEAN CLAY CH GR BR SANDY FAT CLAY WATER SANDY IN PART CL GR LEAN CLAY (SOFT) (FIRMER AND MORE SAND WITH DEPTH) CL GR MEDIUM CLAY (STIFF) / CL GR LEAN CLAY (SOFT) N. E. APRIL CL GR SANDY LEAN CLAY CL-CH GR MEDIUM CLAY (STIFF) CL BR MOTTLED SANDY LEAN TO MEDIUM CLAY (FIRM) CL-CH BR MEDIUM CLAY (FIRM) P-- HA. WATER CH GR FAT CLAY (SOFT) N. E. MARCH (.) / N. E. APRIL CL-CH GR MEDIUM CLAY (FIRM) CH GR FAT CLAY (STIFF) P-- HA. WATER N. E. MARCH CH GR MEDIUM CLAY (SOFT) CL GR LEAN CLAY (MORE FIRM WITH DEPTH) CH GR FAT CLAY (STIFF) N. E. APRIL CL-CH GR MEDIUM CLAY (FIRM) ELEVATION (METERS) ELEVATION (METERS) AS CONSTRUCTED -- RTN/RAP ELEVATION (METERS) P-- HA (.) (.) (.) (.). WATER N. E. SEPTEMBER CL GR SANDY LEAN CLAY SC GR CLAYEY SAND CL-CH GR MEDIUM CLAY (FIRM) CL BR SANDY LEAN CLAY (FIRM) SC BR CLAYEY SAND SP BR GRAVELLY COARSE TO FINE SAND LEGEND P-- HA (.) (.). WATER N. E. SEPTEMBER OH GR ORGANIC FAT CLAY (SOFT) CL-CH GR MEDIUM CLAY (FIRM) CL BR SANDY LEAN CLAY (FIRM) SC BR CLAYEY SAND ELEVATION (METERS) RSK SEP, CJK/TPD/GBM EP RSK TEM DACW--R- GJM BORING NUMBER HOLE ADVANCED BY HAND AUGER WATER LEVEL PERCENT PASSING # SIEVE (.) LIQUID AND PLASTIC LIMIT HA / WL D SIZE (mm). LOCATION OF BORING JULY TOP ELEVATION (IN METERS) NGVD NATURAL MOISTURE CONTENT IN PERCENT DRY WEIGHT MAJOR STRATA CHANGE MINOR STRATA CHANGE HOLE EXTENDED BY DRIVING mm PIPE * PROBE OR SPLIT SPOON REFUSAL APPROXIMATE DATE OF DRILLING ALSO, DATE WATER LEVEL NOTED LOCATIONS GIVEN IN ILLINOIS WEST ZONE STATE PLANE COORDINATES (NAD ) IN METERS NOTE: FOR LOCATIONS OF BORINGS, SEE SHEET C. POOL ISLANDS BORING LOGS PLATE :: AM c:\pw_working\mvr\beddllh\d\o&m_plate.dgn

-+C +C +C +C +C +C +C +C +C +C +C PLAN KEY PLAN BORROW EXCAVATION EDGE OF SHORELINE AND IS APPROXIMATELY SHOWN AT FLAT POOL +A +A +A +A +A +A +A +A +A +A +A N. E. +B E. +C N. PI STA +A N. +A N. E. -+C PI STA +A PI STA +A PI STA +A PI STA +A PI STA +A +A PI STA +C N. E. PI STA +C N. E. PI STA +C N. E. PI STA +A PI STA +C PI STA +A E. N. E. PI STA +C N. E. PI STA +B N. E. PI STA +C N. E. N. E. N. E. N. E. N. E. N. E. H CC SECOND GATE AT +B PROFILE A MATCH LINE SHEET C A C C PI STA +A N. E. PI STA +A +A N. E. CONSTRUCT UPPER FLOW INLET STA. +A SHEET C FOR DETAILS WOOD POSTS SPACED.M APART EXCAVATE CHANNEL R EXCAVATE FOR CONSTRUCTION FLOW INLET EL.. EL.. GATE LOCATION PI: STA +A SHEET C FOR DETAILS FLOW INLET SEE SHEET C SECTION B-B SEE DETAIL ON SHEET C EXCAVATION EL.. EXCAVATION PROFILE C C C C J C C PLATE POOL ISLANDS EM BANKM ENT A AND EXCAVATION C PLAN AND PROFILE STA. + A TO + A RTN RSK SDB CJK MJA TEM SEP, EP DACW--R- AS CONSTRUCTED -- RTN/RAP MOD. #-CORRECTED COORDINATES --RTN/REH AMD. #-ADDED COORDINATE, CROSS SECTION SYMBOL AND STATION -- JRP/DJJ :: AM c:\pw_working\mvr\beddllh\d\o&m_plate.dgn

KEY PLAN +A +A +A +A +A +A +A +A +A +A +A +A + +C +C +C +C +C +C +C +C +C +C +C +C +C PI STA +C N. E. PI STA +A PI STA +A PI STA +A PI STA +C N. E. +A N. E. EDGE OF SHORELINE AND IS APPROXIMATELY SHOWN AT FLAT POOL PI STA +C N. E. PI STA +A MIN PI STA +C N. E. PI STA +A J C C E. PI STA +A +A PI STA +A PI STA +A PI STA +A I CC F N. E. C C N. N. E. PI STA +A PLAN ENBANKMENT PROFILE A MATCH LINE SHEET C C MATCH LINE SHEET C CC B CC LOWER FLOW INLET STA. +A SEE SHEET C FOR TYPICAL SECTIONS EXCAVATE CHANNEL PI STA +A N. E. PI STA +A JRP/DJJ +A CONSTRUCT FLOW INLET EL.. EL.. SEE SHEET C FOR DETAIL EXCAVATION EL.. EXCAVATION PROFILE C C C H PLATE POOL ISLANDS EM BANKM ENT A AND EXCAVATION C PLAN AND PROFILE STA. + A TO + A RTN RSK SDB CJK MJA TEM SEP, EP DACW--R- REVISED AS CONSTRUCTED -- RTN/RAP MOD. #-CORRECTED COORDINATES --RTN/REH AMD. #-ADDED CROSS SECTION SYMBOL -- JRP/DJJ :: AM c:\pw_working\mvr\beddllh\d\o&m_plate.dgn

KEY PLAN EDGE OF SHORELINE AND IS APPROXIMATELY SHOWN AT FLAT POOL +A +A +A +A +A +A +A +A +A +A +C +C +C +C +C +C +C +C +C +C+C CC AGREEMENT WITH FWS AND DNR TO LEAVE AS ONE BIG ISLAND H C PI STA +A PI STA +C +A N. E. PI STA +C N. E. PI STA +A N. E. PI STA +A MIN G C C +A PLAN SIDE CAST BERM WAS ALLOWED BY FWS TO GAIN ACCESS TO PROJECT PROFILE A MATCH LINE SHEET C CONSTRUCT EXCAVATE CHANNEL STA. +A= STA. + POTENTIAL ACCESS DREDGING EXCAVATION PROFILE C FLOW E. CONSTRUCT ROCK SPUR DIKE EL.. SEE SHEET C FOR DETAIL EXCAVATION EL.. C F + N. PI STA + N. E. PLATE POOL ISLANDS EM BANKM ENT A AND EXCAVATION C PLAN AND PROFILE STA. + A TO + A RTN RSK SDB CJK MJA TEM SEP, EP DACW--R- REVISED AS CONSTRUCTED MOD. #-CORRECTED COORDINATES -- RTN/RAP AMD. #-SPECIFICATION AMENDMENT --JRP/DJJ AMD. #-ADDED DIMENSION --JRP/DJJ AMD. #-ADDED NORTHING AND EASTING -- JRP/DJJ :: AM c:\pw_working\mvr\beddllh\d\o&m_plate.dgn

KEY PLAN +B +B +B +B +B N. E. +B +D +D -+C +D PI STA +B N. E. +B PI STA +B +D EROSION ROCK CONSTRUCT B MG STOCKPILE WOOD POSTS SPACED.m APART PLAN ADDITIONAL GATE AND BARRIER POSTS BORROW EXCAVATION EDGE OF SHORELINE AND IS APPROXIMATELY SHOWN AT FLAT POOL EL.. NOTES: INTERSECTION OF ALIGNMENT C AT -.C WITH ALIGNMENT D AT +D SHALL BE CONTERMINOUS. PROFILE B PLATE POOL ISLANDS EM BANKM ENT B AND EXCAVATION D PLAN AND PROFILE RTN RSK SDB CJK MJA TEM SEP, EP DACW--R- REVISED AS CONTRUCTED -- RTN/RAP MOD. # - ROCK STOCKPILE -- MRP/RAP MOD. # - EROSION ROCK -- MRP/RAP MOD. # - ADDITIONAL GATE AND POSTS -- MRP/RAP MOD. # - STATION DISTANCE CHANGE SEP RTN/RJH Description Date Approved :: AM c:\pw_working\mvr\beddllh\d\o&m_plate.dgn

KEY PLAN PLAN EDGE OF SHORELINE AND IS APPROXIMATELY SHOWN AT FLAT POOL +E +E +E +E +E +F +F +G +G +H +H PROFILE E PROFILE F PROFILE G PROFILE H CC D +E +E N. E. +E N. E. +E N. E. PI STA +F N. E. +F PI STA +G N. E. +G N. E. PI STA +E CC D +H N. E. PI STA +H N. E. ISLAND STA. +C= STA. +C= STA. +H STA. +G EXCAVATE CHANNEL STA. +C= STA. +C= STA. +F STA. +E R EL.. EL.. EL.. EL.. PLATE POOL ISLANDS PLAN AND PROFILE E, F, G & H RTN RSK SDB CJK MJA TEM SEP, EP DACW--R- AS CONSTRUCTED -- RTN/RAP :: AM c:\pw_working\mvr\beddllh\d\o&m_plate.dgn

KEY PLAN ISLAND EDGE OF SHORELINE AND IS APPROXIMATELY SHOWN AT FLAT POOL +N +N +N +I +I +J +J +K +K PI STA +I N. E. +I N. E. +J N. E. PI STA +J N E CC D PI STA +K N. E. +K N. E. STA. +C= STA. +J STA. +C= STA. +N STA. +C= STA. +I EXCAVATE CHANNEL PLAN STA. +C= STA. +K EL.. EL.. EL.. EL.. PROFILE N PROFILE I PROFILE J PROFILE K PLATE POOL ISLANDS PLAN AND PROFILE N, I, J & K RTN RSK SDB CJK MJA TEM SEP, EP DACW--R- REVISED AS CONSTRUCTED -- RTN/RAP :: AM c:\pw_working\mvr\beddllh\d\o&m_plate.dgn

KEY PLAN EDGE OF SHORELINE AND IS APPROXIMATELY SHOWN AT FLAT POOL +M +M +M +M N. E. PI STA +L N. E. +L N. E. PI STA +M N. E. EXCAVATE CHANNEL PLAN +L +L +M +M +M +M +M +M PROFILE L PROFILE M CC E STA. +C= STA. +L SIDE CAST BERMS EL.. EL.. C C D FLOW PLATE POOL ISLANDS PLAN AND PROFILE L & M RTN RSK SDB CJK MJA TEM SEP, EP DACW--R- REVISED AS CONSTRUCTED -- RTN/RAP Date Approved Description :: AM c:\pw_working\mvr\beddllh\d\o&m_plate.dgn