EDENVILLE 30% DESIGN_PROGRESS 20-10-9_Part1.pdf

PDF 5 MB Posted Oct 14, 2020

Attached to: 761/21007. SAR; Eden Dam Modifications & Stabilization Meas State and local contract opportunity
Solicitation number: RFI 171 210000000002 2
Issued by: Gogebic County, Edmore Village, Michigan

About this file

Written by GovTribe AI · Mar 12, 2026

This document is a 30% design submittal for the Edenville Dam project in Gladwin County, Michigan, prepared by AECOM for the Michigan Department of Transportation (MDOT). The project encompasses comprehensive modifications to the Edenville Dam, including demolition and replacement of both the Tobacco and Tittabawassee spillways, embankment modifications, river restoration work on the Tobacco and Tittabawassee rivers, and construction of a diversion dike. The design plans include detailed specifications for contractor storage and laydown areas, grading and erosion control measures, and restoration of disturbed areas. The drawing set consists of multiple sheets covering general notes, demolition plans, structural details, and river restoration designs at various stages of completion.

The document establishes comprehensive construction requirements and contractor responsibilities, including specifications for fill material compaction meeting ASTM D698 standards, erosion control implementation, utility coordination, environmental protections, and site safety in compliance with OSHA regulations. Contractors are required to obtain necessary permits from Gladwin County and the State of Michigan, manage all stormwater and drainage flows, and restore all disturbed surfaces to original or better condition. The contractor bears responsibility for protecting existing utilities, managing temporary excavations and slopes, preventing pollution through secondary containment for fuel and chemical storage, and maintaining the construction area against wind-caused erosion. Survey control and crest centerline benchmarks must be established prior to construction, and all work shall comply with the latest Gladwin County specifications and MDOT criteria unless otherwise noted in the contract documents.

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Other files for this state and local contract opportunity

Other files attached to 761/21007. SAR; Eden Dam Modifications & Stabilization Meas, newest first.
File	Type	Posted
EDENVILLE 30% DESIGN_PROGRESS 20-10-9_Part2.pdf	PDF	Oct 14, 2020
RFI .pdf	PDF	Oct 14, 2020
Addendum 1 21007.pdf	PDF	Oct 14, 2020
EDENVILLE 30% DESIGN_PROGRESS 20-10-9_Part3.pdf	PDF	Oct 14, 2020
Request for Qualifications.pdf	PDF	Oct 14, 2020
Midland DC 20201007 (003).pdf	PDF	Oct 14, 2020

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SHEET NUMBER

G-101

L a s t s a v e d b y

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P l o t t e d

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I/R DATE DESCRIPTION

ISSUE/REVISION

SHEET TITLE

COVER SHEET

MICHIGAN DEPT. OF TRANSPORTATION

EDENVILLE DAM

30% SUBMITTAL

GLADWIN COUNTY, MICHIGAN

FILE No. _____________

INDEX No. _______

LOCATION MAP

PROJECT LOCATION

STATE MAP

PROJECT LOCATION

BEAVERTON

TOBACCO

TOWNSHIP

W KNOX RD

BILLINGS

TOWNSHIP

BILLINGS

EDENVILLE

W CURTIS RD

DALE

I V

NOT TO SCALE

SCALE: 1"=1 MILE

KEY PLAN

REGISTRATION

CONSULTANTS

DISCIPLINE

Consultant's Name

Address Line 1

Address Line 2

000.000.0000 tel 000.000.0000 fax www.<website address>.com

DISCIPLINE

Consultant's Name

Address Line 1

Address Line 2

000.000.0000 tel 000.000.0000 fax www.<website address>.com

DISCIPLINE

Consultant's Name

Address Line 1

Address Line 2

000.000.0000 tel 000.000.0000 fax www.<website address>.com

CONSULTANT

AECOM

6200 South Quebec Street

Greenwood Village, Colorado 80111

T 303.694.2770 F 303.694.3946 www.aecom.com

CLIENT

OWNER/CLIENT

Address Line 1

Address Line 2

000.000.0000 tel 000.000.0000 fax www.<website address>.com

PROJECT

Line #1

Line #2

Line #3

(FACILITY NAME)

Address Line 1

Address Line 2

PROJECT NUMBER

Project Number

A N

S I

D x

DRAWING LIST

SHEET NO. TITLE

G-101 COVER SHEET

G-102 GENERAL NOTES

G-103 LEGEND AND ABBREVIATIONS

G-104 CONTRACTOR STORAGE AND LAYDOWN AREAS PLAN

G-105 PLAN OF MODIFICATIONS

G-106 TOBACCO AREA CAPACITY CURVES

D-101 TOBACCO SPILLWAY DEMOLITION PLAN

D-102 TOBACCO SPILLWAY DEMOLITION SECTIONS

D-103 TOBACCO SPILLWAY DEMOLITION PHOTOS

D-104 TOBACCO SPILLWAY DEMOLITION PHOTOS

D-105 TITTABAWASSEE SPILLWAY DEMOLITION PLAN

D-106 TITTABAWASSEE SPILLWAY DEMOLITION SECTIONS

D-107 TITTABAWASSEE SPILLWAY DEMOLITION PHOTOS

D-108 TITTABAWASSEE SPILLWAY DEMOLITION PHOTOS

C-101 EMBANKMENT PLAN AND PROFILE

C-102 EMBANKMENT SECTIONS

C-103

DIVERSION DIKE PLAN, PROFILE, AND SECTION

C-104 TOBACCO SPILLWAY REPLACEMENT PLAN

C-105 TOBACCO SPILLWAY REPLACEMENT SECTIONS

C-106 TOBACCO SPILLWAY REPLACEMENT SECTIONS

C-107 TITTABAWASSEE SPILLWAY REPLACEMENT PLAN

C-108 TITTABAWASSEE SPILLWAY REPLACEMENT SECTIONS

C-109 TITTABAWASSEE SPILLWAY REPLACEMENT SECTIONS

R-101 TOBACCO RIVER RESTORATION PLAN

R-102 TITTABAWASSEE RIVER RESTORATION OVERVIEW

R-103 TITTABAWASSEE RIVER RESTORATION PLAN 1

R-104 TITTABAWASSEE RIVER RESTORATION PLAN 2

R-105 TITTABAWASSEE RIVER RESTORATION PLAN 3

R-201 TITTABAWASSEE RIVER RESTORATION CROSS SECTIONS 1

R-202 TITTABAWASSEE RIVER RESTORATION CROSS SECTIONS 2

R-203 TITTABAWASSEE RIVER RESTORATION PROFILE

R-301 RIVER RESTORATION DETAILS 1

R-302 RIVER RESTORATION DETAILS 2

R-303 RIVER RESTORATION DETAILS 3

S-101 STRUCTURAL NOTES

S-102 REINFORCEMENT DETAILS

S-103 JOINT AND WATERSTOP DETAILS

S-104 HANDRAIL DETAILS

S-105 TOBACCO SPILLWAY CONCRETE OUTLINE AND REINFORCEMENT PLAN

S-106 TOBACCO SPILLWAY REINFORCEMENT SECTIONS

S-107 TOBACCO SPILLWAY REINFORCEMENT SECTIONS AND DETAILS

S-108 TOBACCO SPILLWAY CREST STRUCTURE SECTIONS AND DETAILS

NOT INCLUDED IN 30% SUBMITTAL

KEY PLAN

REGISTRATION

CONSULTANTS

DISCIPLINE

Consultant's Name

Address Line 1

Address Line 2

000.000.0000 tel 000.000.0000 fax www.<website address>.com

DISCIPLINE

Consultant's Name

Address Line 1

Address Line 2

000.000.0000 tel 000.000.0000 fax www.<website address>.com

DISCIPLINE

Consultant's Name

Address Line 1

Address Line 2

000.000.0000 tel 000.000.0000 fax www.<website address>.com

CONSULTANT

AECOM

6200 South Quebec Street

Greenwood Village, Colorado 80111

T 303.694.2770 F 303.694.3946 www.aecom.com

CLIENT

OWNER/CLIENT

Address Line 1

Address Line 2

000.000.0000 tel 000.000.0000 fax www.<website address>.com

PROJECT

Line #1

Line #2

Line #3

(FACILITY NAME)

Address Line 1

Address Line 2

PROJECT NUMBER

Project Number

A N

S x

SHEET NUMBER

G-102

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ISSUE/REVISION

SHEET TITLE

GENERAL NOTES

GRADING AND EROSION CONTROL NOTES:

1. COMPACTION FOR ALL FILLS AND SUBGRADE SHALL MEET ASTM D698.

2. ALL GRADES SHOWN ARE FINISHED GRADES, UNLESS OTHERWISE NOTED ON THE DRAWINGS .

3. EXCESS FILL DIRT THAT MAY BE GENERATED SHALL BECOME THE PROPERTY OF THE

CONTRACTOR AND SHALL BE DISPOSED OF BY THE CONTRACTOR AT A PLACE APPROVED BY THE

OWNER, AT THE CONTRACTOR'S EXPENSE.

4. ALL BOULDERS OVER ONE FOOT IN DIAMETER ENCOUNTERED DURING CLEARING AND

EARTHWORK OPERATIONS SHALL REMAIN PROPERTY OF THE OWNER AND STOCKPILED AT A

LOCATION SPECIFIED BY THE OWNER.

5. ANY IMPORT MATERIAL SHALL MEET ALL PROJECT SPECIFICATIONS AND BE OBTAINED FROM A

LOCATION APPROVED BY THE ENGINEER PRIOR TO PLACING MATERIAL ON SITE. THE

CONTRACTOR SHALL CERTIFY THAT ANY IMPORT MATERIAL IS CLEAN OF ANY HAZARDOUS

MATERIALS AND PROVIDE DOCUMENTATION OF ITS CHARACTERISTICS WHICH ARE IN

COMPLIANCE WITH THE PROJECT SPECIFICATIONS.

6. ALL DISTURBED AREAS, INCLUDING ACCESS AND STAGING AREAS SHALL BE SEEDED USING THE

SEED MIX SHOWN WITHIN THE PLANS AND SPECIFICATIONS. ALL AREAS SHALL BE SEEDED,

MULCHED AND THEN COVERED WITH EROSION CONTROL BLANKET OR TURF REINFORCEMENT

MATS PER THE SPECIFICATIONS.

7. ANY CONSTRUCTION DEBRIS OR MUD TRACKING IN THE PUBLIC RIGHT-OF-WAY RESULTING FROM

THE WORK SHALL BE REMOVED IMMEDIATELY BY THE CONTRACTOR.

8. IF TOPSOIL OUTSIDE OF THE RESERVOIR IS TO BE STRIPPED IT SHALL BE STRIPPED PRIOR TO

GRADING, STOCKPILED DURING GRADING, AND REDISTRIBUTED OVER GRADED AREAS PRIOR TO

SEEDING. ANY AND ALL STOCKPILES SHALL BE LOCATED AND PROTECTED FROM EROSIVE

ELEMENTS.

9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING AND SATISFYING THE REQUIREMENTS

OF ANY APPLICABLE PERMITS PERTAINING TO WATER AND EROSION CONTROL.

10. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR PROVIDING STABLE EXCAVATIONS AND

TEMPORARY SLOPES AND FOR SATISFYING ALL APPLICABLE OSHA, FEDERAL. STATE, AND LOCAL

REGULATIONS. TEMPORARY EXCAVATIONS SHALL PROVIDE, AT MINIMUM, THE TRENCH

DIMENSIONS AND CLEARANCES SHOWN OR SPECIFIED. TEMPORARY CONSTRUCTION SLOPES

SHALL BE SLOPED, SHORED, SHEETED, AND/OR BRACED IN ACCORDANCE WITH STABILITY

REQUIREMENTS AND APPLICABLE REGULATIONS, AND SHALL BE NO STEEPER THAN THE SLOPES

SHOWN OR SPECIFIED WITHOUT THE APPROVAL OF THE ENGINEER ANY SUCH APPROVALS BY THE

ENGINEER WILL NOT RELIEVE THE CONTRACTOR FROM SOLE RESPONSIBLY FOR PROVIDING

STABLE EXCAVATIONS AND TEMPORARY SLOPES.

11. CONTRACTOR SHALL CONFINE WORK TO THE CONSTRUCTION LIMITS SHOWN ON THE PHASE I

GESC PERMIT.

12. CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING AND MAINTAINING TEMPORARY SEDIMENT

AND EROSION CONTROL MEASURES AND REMOVAL OF SUCH MEASURES FOLLOWING

CONSTRUCTION.

13. NATURAL VEGETATION SHALL BE RETAINED AND PROTECTED WHEREVER POSSIBLE. EXPOSURE

OF SOIL TO EROSION BY REMOVAL OR DISTURBANCE OF VEGETATION SHALL BE LIMITED TO THE

AREA REQUIRED FOR IMMEDIATE CONSTRUCTION OPERATION AND FOR THE SHORTEST

PRACTICAL PERIOD OF TIME.

14. AT ALL TIMES THE PROJECT AREA SHALL BE MAINTAINED AND/OR WATERED TO PREVENT

WIND-CAUSED EROSION. GRADING OPERATIONS SHALL BE DISCONTINUED WHEN FUGITIVE DUST

SIGNIFICANTLY IMPACTS ADJACENT PROPERTIES. IF GRADING IS COMPLETE OR DISCONTINUED

AND DUST FROM THE PROJECT AREA CONTINUES TO CREATE PROBLEMS, THE CONTRACTOR

SHALL IMMEDIATELY INSTITUTE MITIGATION MEASURES.

15. ORANGE CONSTRUCTION MESH FENCING SHALL BE INSTALLED ALONG ALL BOUNDARIES OF THE

CONSTRUCTION LIMITS AS SHOWN ON THE APPROVED PHASE I EROSION CONTROL PLAN, TO

PREVENT GRADING ON AREAS NOT TO BE DISTURBED BY THIS PROJECT.

16. COMPACTED FILL SHALL BE A CLAY TO A SANDY CLAY WITH A PLASTICITY INDEX BETWEEN 20 AND

40. GRADATION OF THE MATERIAL SHALL PROVIDE 65% PASSING THE #200 SIEVE AND MAXIMUM

PARTICLE SIZE OF 3/8”. OPTIMUM MOISTURE CONTENT FROM 11% - 15%.

GENERAL NOTES:

1. TOPOGRAPHY IS BASED ON GROUND SURVEY, LiDAR, AND BATHYMETRY PERFORMED BY MDOT (

____________ 2020.)

2. HORIZONTAL COORDINATES AND ELEVATIONS ARE IN MICHIGAN STATE PLANE, SOUTH ZONE

(NAD83(2011)) INTERNATIONAL FEET. ELEVATIONS ARE IN FEET ABOVE MEAN SEA LEVEL USING

NAVD 88 DATUM.

3. LOCATIONS OF EXISTING FACILITIES (INCLUDING DRAIN PIPES, CHANNELS, MATERIAL LIMITS, INLET

AND OUTLET WORKS, ETC. SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO THE START OF

WORK AND INCLUDED IN SUBMITTALS AS APPROPRIATE.

4. SURVEY CONTROL, CREST CENTERLINE, AND BENCHMARKS SHOULD BE ESTABLISHED PRIOR TO

CONSTRUCTION AND INCLUDED IN SUBMITTALS AS APPROPRIATE.

5. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE LATEST D___________ COUNTY

SPECIFICATIONS AND MICHIGAN DEPT. OF TRANSPORTATION (MDOT) CRITERIA UNLESS OTHERWISE

NOTED ON THE DRAWINGS AND SPECIFICATIONS.

6. ALL WORK SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CONTRACT DOCUMENTS, UNLESS

OTHERWISE SHOWN OR STATED.

7. CONTRACTOR SHALL HAVE THE PROFESSIONAL ENGINEER STAMPED AND SIGNED PLAN SET AND

CONTRACT DOCUMENTS ON-SITE WHILE WORK IS IN PROGRESS.

8. THESE PROFESSIONAL ENGINEER STAMPED AND SIGNED PLANS SUPERCEDE ALL OTHER FORMS

OF DATA, INCLUDING DIGITAL MODELS AND ELECTRONIC FILES, SENT TO THE CONTRACTOR FOR

ANY OTHER PURPOSE.

9. CONTRACTOR SHALL FENCE OFF ENTIRE CONSTRUCTION AREA. TEN FEET OF CHAIN LINK FENCE

SHALL BE INSTALLED AT THE CORNERS OF THE CONSTRUCTION AREA BEFORE TRANSITIONING TO

ORANGE CONSTRUCTION FENCING. ALL OTHER AREAS SHALL BE ORANGE CONSTRUCTION

FENCING.

10. ALL MATERIALS AND WORKMANSHIP SHALL SE SUBJECT TO INSPECTION BY THE OWNER OR

OWNER'S REPRESENTATIVE. THE OWNER RESERVES THE RIGHT TO ACCEPT OR REJECT ANY SUCH

WORKMANSHIP THAT DOES NOT CONFORM TO THEIR STANDARDS AND SPECIFICATION.

11. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING THE WORK FROM THE STAKES ACCORDING

TO THE LAYOUT DIMENSIONS, ELEVATIONS AND LOCATIONS PROVIDED ON THESE DRAWINGS. THE

CONTRACTOR SHALL PRESERVE SAID STAKES DURING CONSTRUCTION.

12. THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS AT AND

ADJACENT TO THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING

PERFORMANCE OF THE WORK. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE

LIMITED TO NORMAL WORKING HOURS AND INCLUDES TRAFFIC CONTROL IN ACCORDANCE WITH

THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. THE CONTRACTOR SHALL BE SOLELY AND

COMPLETELY RESPONSIBLE FOR THE ADEQUACY OF THE SAFETY MEASURES IN, ON, AND NEAR

THE CONSTRUCTION SITE.

13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING AND/OR RESTORING ALL DISTURBED

SURFACES AND RELATED STRUCTURES, INCLUDING BUT NOT LIMITED TO, CURBS, GUTTERS,

WALKS, AND BITUMINOUS PAVEMENTS TO ORIGINAL CONDITIONS (OR BETTER). AREAS EXTERNAL

OF THE LIMITS OF THE WORK DAMAGED BY THE CONTRACTOR SHALL BE REPAIRED AT THE

CONTRACTOR'S EXPENSE.

14. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE AND LOCATION

OF ALL UNDERGROUND UTILITIES ALONG AND AROUND THE CONSTRUCTION AREA. THE

CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR PROTECTING UTILITIES DURING

CONSTRUCTION AND SHALL HOLD THE OWNER AND THE ENGINEER HARMLESS FOR DAMAGE

CAUSED FROM FAILURE TO ADEQUATELY PROTECT UTILITIES. THE CONTRACTOR SHALL NOTE ALL

UTILITIES MAY NOT APPEAR ON THESE DRAWINGS AND THAT THE POTENTIAL CONFLICT WITH

THESE UTILITIES AND COORDINATION WITH UTILITY OWNERS.

15. THE CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVE IMMEDIATELY OF ANY FIELD

CONDITION NOT CONSISTENT WITH THE CONTRACT DOCUMENTS.

16. THE CONTRACTOR SHALL PREPARE A SWMP AND OBTAIN A PERMIT BEFORE AFFECTING DRAINAGE.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE ACCEPTANCE AND CONTROL OF ALL FLOWS

INCLUDING STORM FLOWS IN AND ENTERING THE DRAINAGEWAY, OFFSITE DRAINAGE FLOWS, AND

GROUNDWATER FLOWS. THEY SHALL BE SOLELY RESPONSIBLE FOR DAMAGE TO STRUCTURES,

LOSS OF TOPSOIL AND LOSS OF SEED CAUSED BY FLOWS UNTIL THE PROJECT IS ACCEPTED BY

THE OWNER AND THE GESC AND SWMP ARE CLOSED BY ______________ COUNTY.

17. THE CONTRACTOR IS RESPONSIBLE FOR ANY AND ALL PERMITS, LICENSE, FEES, AND BONDS THAT

ARE NECESSARY TO COMPLETE THE CONSTRUCTION OF THIS PROJECT. THIS INCLUDES, BUT IS

NOT LIMITED TO, PERMITS FROM _________ COUNTY AND THE STATE OF MICHIGAN.

18. CONTRACTOR SHALL STAY WITHIN LIMITS OF CONSTRUCTION AND WITHIN TEMPORARY

CONSTRUCTION EASEMENTS.

19. NOTIFY ENGINEER BEFORE REMOVING ANY EXISTING FENCES.

20. EXISTING ROADS, ACCESS DRIVES AND PROPERTY DAMAGED BY CONTRACTOR AND ALL

DISTURBED AREAS SHALL BE REPAIRED BY CONTRACTOR TO SAME OR BETTER CONDITION AT THE

END OF CONSTRUCTION.

21. NO CONSTRUCTION FILL OR MATERIALS SHALL BE PLACED OR STORED IN AREAS NOT

SPECIFICALLY DESIGNATED FOR THAT PURPOSE.

22. CONTRACTOR PARKING SHALL BE LIMITED TO THE CONTRACTOR'S STAGING AREA DELINEATED ON

THE DRAWINGS.

23. SEE SPECIFICATIONS FOR WORK HOURS AND CONDITIONS.

24. CONSTRUCT THE STAGING AREAS AND STOCKPILE AREAS IN A MANNER TO MINIMIZE THE RUNOFF

OF POLLUTANTS.

25. PREVENT POLLUTION OF WATERS WITH PETROLEUM PRODUCTS OR OTHER HAZARDOUS OR

REGULATED SUBSTANCES. TAKE SPECIAL MEASURES TO PREVENT CHEMICALS, FUELS, OILS,

GREASES,HERBICIDES, AND INSECTICIDES FROM ENTERING DRAINAGE WAYS.

26. PROMPTLY REPAIR EQUIPMENT LEAKING OIL, HYDRAULIC FLUID, HYDROCARBON, FUEL, ETC.

IMMEDIATELY REMOVE AND REPLACE, AS NECESSARY.

27. ALL SOILS ON WHICH SUCH LEAKAGE OCCURS. PREVENT THE SPREAD OF LEAKED FLUIDS OR FLUID

CONTAMINATED MATERIALS FROM THE ORIGINAL LEAK AREA. CONTRACTOR IS SOLELY

RESPONSIBLE FOR THE PROPER HANDLING AND DISPOSAL OF ALL SUCH CONTAMINATED

MATERIALS.

28. PROVIDE SECONDARY CONTAINMENT AROUND ANY FUEL AND CHEMICAL STORAGE AREAS TO

ENSURE THAT SPILLS FROM ANY SUCH AREAS DO NOT DISCHARGE FROM THE SECONDARY

CONTAINMENT AREA. THE SECONDARY CONTAINMENT CAPACITY SHALL BE AT A MINIMUM 1-1/2

TIMES THE SIZE (CAPACITY) OF THE LARGEST TANK OR CONTAINER.

29. PRECAUTION SHALL BE TAKEN DURING EQUIPMENT FUELING AND CHEMICAL TRANSFER

OPERATIONS IN ORDER TO PREVENT SPILLS FROM OCCURRING AND TO MINIMIZE THE IMPACT OF

ANY SPILL THAT DOES OCCUR. ALL FUEL AND CHEMICAL TRANSFERS SHALL BE CONTINUOUSLY

MONITORED. ADDITIONALLY, THERE SHALL BE AN ON-SITE PROHIBITION AGAINST THE TOPPING OFF

OF TANKS AND EQUIPMENT.

30. MAINTAIN APPROPRIATE EQUIPMENT ON-SITE FOR RESPONDING TO ANY OIL, FUEL, OR HAZARDOUS

SUBSTANCE SPILL.

31. PROVIDE PROTECTED STORAGE FOR CHEMICALS, SOLVENTS, AND OTHER POTENTIALLY

HAZARDOUS MATERIALS.

32. DO NOT ALLOW WATER USED IN ON-SITE MATERIAL PROCESSING AND CLEANUP, AND OTHER

WASTEWATERS TO ENTER A DRAINAGE WAY OR STREAM.

33. ALL CONSTRUCTION OPERATIONS SHALL BE ACCOMPLISHED IN ACCORDANCE WITH APPLICABLE

REGULATIONS OF THE U.S. OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA). COPIES

OF OSHA STANDARDS MAY BE PURCHASED FROM THE GOVERNMENT PRINTING OFFICE;

INFORMATION AND RELATED REFERENCE MATERIALS MAY BE PURCHASED FROM OSHA, LA COSTA

GREEN BLDG., 1033 LA POSADA DR. SUITE 375, AUSTIN, TEXAS 78752.

KEY PLAN

REGISTRATION

CONSULTANTS

DISCIPLINE

Consultant's Name

Address Line 1

Address Line 2

000.000.0000 tel 000.000.0000 fax www.<website address>.com

DISCIPLINE

Consultant's Name

Address Line 1

Address Line 2

000.000.0000 tel 000.000.0000 fax www.<website address>.com

DISCIPLINE

Consultant's Name

Address Line 1

Address Line 2

000.000.0000 tel 000.000.0000 fax www.<website address>.com

CONSULTANT

AECOM

6200 South Quebec Street

Greenwood Village, Colorado 80111

T 303.694.2770 F 303.694.3946 www.aecom.com

CLIENT

OWNER/CLIENT

Address Line 1

Address Line 2

000.000.0000 tel 000.000.0000 fax www.<website address>.com

PROJECT

Line #1

Line #2

Line #3

(FACILITY NAME)

Address Line 1

Address Line 2

PROJECT NUMBER

Project Number

A N

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SHEET NUMBER

G-103

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SHEET TITLE

LEGEND AND ABBREVIATIONS

CULVERT

FILL SLOPE

CUT SLOPE

CONCRETE

LIMIT OF EXCAVATION

TREE LINE/SHRUB

SEE DETAIL

C-101

LEGEND

INDICATES CROSS SECTION LOCATION. B REFERS TO

THE CROSS SECTION DESIGNATION. MD2 REFERS TO

THE DRAWING NUMBER WHERE THE SECTION IS

SHOWN. WHEN SHOWN ON THE SECTION LABEL, THIS

NUMBER REFERS TO THE DRAWING NUMBER WHERE

THE SECTION IS CUT.

INDICATES DETAIL LOCATION. 1 REFERS TO THE DETAIL

DESIGNATION. OW2 REFERS TO THE DRAWING NUMBER

WHERE THE DETAIL IS SHOWN. WHEN SHOWN ON THE

DETAIL, THIS NUMBER REFERS TO THE DRAWING NUMBER

WHERE THE DETAIL IS TAKEN.

INDICATES DIRECTION OF FLOW

EXISTING FENCE

FLOW

INDEX CONTOURS (5' INTERVAL)

INTERMEDIATE CONTOURS (1' INTERVAL)

FINAL GRADING CONTOURS (5' INTERVAL)

FINAL GRADING CONTOURS (1' INTERVAL)

PROPOSED SURVEY BENCHMARK

WATER SURFACE

RIPRAP

BEDDING

DEMOLTION

ABBREVIATIONS

AB ANCHOR BOLT

A/C

AIR CONDITIONER, (ING)

ACP ASBESTOS CEMENT PIPE

AD AREA DRAIN

ADH ADHESIVE

ADJ

ADJACENT, ADJUSTABLE

AH AHEAD

APPROX

APPROXIMATE, (LY)

ASSY ASSEMBLY

AUTO AUTOMATIC

B TO B BACK TO BACK

BFV BUTTERFLY VALVE

BK BACK

BLDG BUILDING

BLK

BLOCK, (ING)

BM BENCH MARK

BOT BOTTOM

BRK BRICK

BRG BEARING

BS BOTH SIDES

CB CATCH BASIN

C TO C CENTER TO CENTER

C & G CURB & GUTTER

CHAM CHAMFER

CI CAST IRON

CIP CAST IRON PIPE

CJT CONTROL JOINT

C CENTERLINE

CL CLASS

CMP CORRUGATED METAL PIPE

CMU CONCRETE MASONRY UNIT

CO CLEANOUT

COL COLUMN

CONC CONCRETE

CONN

CONNECT, (ION)

CONSTR CONSTRUCTION

CONT

CONTINUE, (ED), (OUS)

CONTR

CONTRACT, (OR)

CORR CORRUGATED

CPLG COUPLING

CV CHECK VALVE

DET DETAIL

DI DUCTILE IRON

DIA DIAMETER

DIM DIMENSION

DIP DUCTILE IRON PIPE

DISCH DISCHARGE

DN DOWN

DWG DRAWING

DWL DOWEL

EA EACH

ECC ECCENTRIC

EF EACH FACE

EL ELEVATION

E/L EASEMENT LINE

ELECT

ELECTRIC, (AL)

EOL END OF LINE

EQ EQUATION

EQ EQUAL

EW EACH WAY

EXP EXPANSION

EXT

EXTERIOR, EXTERNAL

FD FLOOR DRAIN

F TO F FACE TO FACE

FH FIRE HYDRANT

FIG FIGURE

FL FLOOR

FLG FLANGE

FM FORCE MAIN

FRAME, (D), (ING)

FTG FOOTING

GA GAGE

GALV GALVANIZED

GM GAS METER

GR GRADE

GTV GATE VALVE

HB HOSE BIBB

HEX HEXAGONAL

HORIZ HORIZONTAL

HR HANDRAIL

HT HEIGHT

ID INSIDE DIAMETER

IF INSIDE FACE

IN. INCH

INCL INCLUDING

INSUL

INSULAT, (ED), (ING)

INT

INTERIOR; INTERNAL

INV INVERT

IP IRON PIPE

IPS IRON PIPE SIZE

JB JUNCTION BOX

JF JOINT FILLER

JT JOINT

KO KNOCK OUT

LT LEFT

MTL MATERIAL

MAS MASONRY

MAX MAXIMUM

MECH MECHANICAL

MED MEDIUM

MET METAL

MH MANHOLE

MIN MINIMUM

MISC MISCELLANEOUS

MJ MECHANICAL JOINT

MJTR MECH JT WITH TIE ROD

MOUNT, (ED), (ING)

N & F NAIL AND FLAG

NUM NUMBER

NOM NOMINAL

NTS NOT TO SCALE

OD OUTSIDE DIAMETER

OF OUTSIDE FACE

OPP OPPOSITE

OPNG OPENING

PC POINT OF CURVE

PD PLAN DIMENSION

PI POINT OF INTERSECTION

PL PLATE

POT POINT ON TANGENT

PR PAIR

PS PIPE SUPPORT

PT POINT

PT POINT OF TANGENCY

PVMT PAVEMENT

RT RIGHT

RISER, RADIUS

RCC ROLLER-COMPACTED CONCRETE

RCP REINFORCED CONC PIPE

RD ROOF DRAIN

RED

REDUCE, (R)

REF REFERENCE

REINF

REINFORCE, (ING)

REQD

REQUIRE, (ED)

RET RETURN

RG RETAINER GLAND

RO ROUGH OPENING

RR RAILROAD

R/W RIGHT OF WAY

SCHED SCHEDULE

SECT SECTION

SD STORM DRAIN

SH SHEET

SIM SIMILAR

SP SUMP PUMP

SPEC SPECIFICATION

SQ SQUARE

SS STAINLESS STEEL

ST SELF TAPPING

STA STATION

STD STANDARD

STL STEEL

STOR STORAGE

STR STRUCTURAL

SUSP SUSPENDED

SYM SYMMETRICAL

SYS SYSTEM

TAN TANGENT

TBM TEMPORARY BENCH MARK

T & G TONGUE AND GROOVE

TH TEST HOLE

THK

THICK, (NESS)

TYP TYPICAL

VAC VACUUM

VB VAPOR BARRIER

VCP VITRIFIED CLAY PIPE

VERT VERTICAL

W/O WITHOUT

WD WIDTH

WATERPROOF, (ED), (ING)

WS WATERSTOP

WSEL WATER SURFACE ELEVATION

WT WEIGHT

WWF WELDED WIRE FABRIC

YH YARD HYDRANT

00 250' 500'

KEY PLAN

REGISTRATION

CONSULTANTS

DISCIPLINE

Consultant's Name

Address Line 1

Address Line 2

000.000.0000 tel 000.000.0000 fax www.<website address>.com

DISCIPLINE

Consultant's Name

Address Line 1

Address Line 2

000.000.0000 tel 000.000.0000 fax www.<website address>.com

DISCIPLINE

Consultant's Name

Address Line 1

Address Line 2

000.000.0000 tel 000.000.0000 fax www.<website address>.com

CONSULTANT

AECOM

6200 South Quebec Street

Greenwood Village, Colorado 80111

T 303.694.2770 F 303.694.3946 www.aecom.com

CLIENT

OWNER/CLIENT

Address Line 1

Address Line 2

000.000.0000 tel 000.000.0000 fax www.<website address>.com

PROJECT

Line #1

Line #2

Line #3

(FACILITY NAME)

Address Line 1

Address Line 2

PROJECT NUMBER

Project Number

A N

S x

SHEET NUMBER

G-104

L a s t s a v e d b y

I C

H A

E L

A U s t

P l o t t e d

P r o j e c t

M a n a g e m e n t

I n i t i a l s

D e s i g n e r

C h e c k e d

A p p r o v e d

J B

M R

J S

F i l e n a m e

W W

O R

K I N

G A

E C

O M

N A

M S

T R

A C

T O

R A

D O

N D

W G

I/R DATE DESCRIPTION

ISSUE/REVISION

SHEET TITLE

CONTRACTOR STORAGE AND

LAYDOWN AREAS PLAN

M-30 BRIDGE

TITTABAWASSEE

SPILLWAY AND

POWERHOUSE

TOBACCO SPILLWAY

M-30

POTENTIAL LAYDOWN AREA (~2 ACRES)

PRIMARY ACCESS ROUTE

AUXILIARY ACCESS ROUTE

RIVER CROSSING

POTENTIAL LAYDOWN AREA

15+00

20+00

25+00

30+00

35+00

40+00

45+00

KEY PLAN

REGISTRATION

CONSULTANTS

DISCIPLINE

Consultant's Name

Address Line 1

Address Line 2

000.000.0000 tel 000.000.0000 fax www.<website address>.com

DISCIPLINE

Consultant's Name

Address Line 1

Address Line 2

000.000.0000 tel 000.000.0000 fax www.<website address>.com

DISCIPLINE

Consultant's Name

Address Line 1

Address Line 2

000.000.0000 tel 000.000.0000 fax www.<website address>.com

CONSULTANT

AECOM

6200 South Quebec Street

Greenwood Village, Colorado 80111

T 303.694.2770 F 303.694.3946 www.aecom.com

CLIENT

OWNER/CLIENT

Address Line 1

Address Line 2

000.000.0000 tel 000.000.0000 fax www.<website address>.com

PROJECT

Line #1

Line #2

Line #3

(FACILITY NAME)

Address Line 1

Address Line 2

PROJECT NUMBER

Project Number

A N

S x

SHEET NUMBER

G-105

L a s t s a v e d b y

I C

H A

E L

A U s t

P l o t t e d

P r o j e c t

M a n a g e m e n t

I n i t i a l s

D e s i g n e r

C h e c k e d

A p p r o v e d

F i l e n a m e

W W

O R

K I N

G A

E C

O M

N A

M S

O D

I F

I C

A T

I O

N S

W G

I/R DATE DESCRIPTION

ISSUE/REVISION

00 200' 400'

SHEET TITLE

PLAN OF MODIFICATIONS

TOBACCO RIVER RESTORATION

SEE SHEET R-101

TITTABAWASSEE RIVER RESTORATION

SEE SHEETS R-102 TO R-105

TOBACCO SPILLWAY MODIFICATIONS

SEE SHEET C-104

EMBANKMENT MODIFICATIONS

SEE SHEET C-101

TITTABAWASSEE SPILLWAY MODIFICATIONS

SEE SHEET C-107

DIVERSION DIKE

SEE SHEET C-103

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AutoCAD SHX Text 684.33

AutoCAD SHX Text 684.19

AutoCAD SHX Text 683.94

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AutoCAD SHX Text 683.27

AutoCAD SHX Text 682.91

AutoCAD SHX Text 682.76

AutoCAD SHX Text 684.21

AutoCAD SHX Text 683.89

AutoCAD SHX Text 683.47

AutoCAD SHX Text

BIG ROCK

AutoCAD SHX Text 669.13

AutoCAD SHX Text

BIG ROCK

AutoCAD SHX Text 669.53

AutoCAD SHX Text

BIG ROCK

AutoCAD SHX Text 669.85

AutoCAD SHX Text

OLD SHORE LINE

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AutoCAD SHX Text

OLD SHORE LINE

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AutoCAD SHX Text

OLD SHORE LINE

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AutoCAD SHX Text

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AutoCAD SHX Text

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AutoCAD SHX Text

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AutoCAD SHX Text

OLD SHORE LINE

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AutoCAD SHX Text

OLD SHORE LINE

AutoCAD SHX Text 672.32

AutoCAD SHX Text

OLD SHORE LINE

AutoCAD SHX Text 672.38

AutoCAD SHX Text

EDGE OF CON GEN

AutoCAD SHX Text

BIG ROCK

AutoCAD SHX Text 670.61

AutoCAD SHX Text

BIG ROCK

AutoCAD SHX Text 663.88

AutoCAD SHX Text

EDGE OF CON GEN

AutoCAD SHX Text

EDGE OF CON GEN

AutoCAD SHX Text

EDGE OF CON GEN

AutoCAD SHX Text

EDGE OF CON GEN

AutoCAD SHX Text

EDGE OF CON GEN

AutoCAD SHX Text

EDGE OF CON GEN

AutoCAD SHX Text

EDGE OF CON GEN

AutoCAD SHX Text

EDGE OF CON GEN

AutoCAD SHX Text

EDGE OF CON GEN

AutoCAD SHX Text

OLD SHORELINE

AutoCAD SHX Text

OLD SHORELINE

AutoCAD SHX Text 674.54

AutoCAD SHX Text

OLD SHORELINE

AutoCAD SHX Text 678.08

AutoCAD SHX Text

OLD SHORELINE

AutoCAD SHX Text 673.85

AutoCAD SHX Text

OLD SHORELINE

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AutoCAD SHX Text

OLD SHORELINE

AutoCAD SHX Text 673.36

AutoCAD SHX Text

BANK

AutoCAD SHX Text 662.65

AutoCAD SHX Text

BANK

AutoCAD SHX Text 663.15

AutoCAD SHX Text

BANK

AutoCAD SHX Text 662.65

AutoCAD SHX Text

OLD SHORELINE

AutoCAD SHX Text 673.58

AutoCAD SHX Text 679.77

AutoCAD SHX Text 676.94

AutoCAD SHX Text 675.99

AutoCAD SHX Text

WALL TOP

AutoCAD SHX Text G

AutoCAD SHX Text T

AutoCAD SHX Text

AutoCAD SHX Text T

AutoCAD SHX Text 670.50

AutoCAD SHX Text 670.47

AutoCAD SHX Text 670.59

AutoCAD SHX Text 670.58

AutoCAD SHX Text 670.65

AutoCAD SHX Text 670.63

AutoCAD SHX Text 670.66

AutoCAD SHX Text 670.69

AutoCAD SHX Text 670.73

AutoCAD SHX Text 670.78

AutoCAD SHX Text 670.80

AutoCAD SHX Text 670.79

AutoCAD SHX Text 670.75

AutoCAD SHX Text 670.70

AutoCAD SHX Text 670.71

AutoCAD SHX Text 670.70

AutoCAD SHX Text 670.66

AutoCAD SHX Text 670.63

AutoCAD SHX Text 670.62

AutoCAD SHX Text 670.60

AutoCAD SHX Text 670.59

AutoCAD SHX Text 670.58

AutoCAD SHX Text 670.55

AutoCAD SHX Text 670.53

AutoCAD SHX Text 670.50

AutoCAD SHX Text 670.47

AutoCAD SHX Text 670.45

AutoCAD SHX Text 670.44

AutoCAD SHX Text 670.42

AutoCAD SHX Text 670.43

AutoCAD SHX Text 670.42

AutoCAD SHX Text 670.39

AutoCAD SHX Text 670.35

AutoCAD SHX Text 670.25

AutoCAD SHX Text 670.18

AutoCAD SHX Text 670.12

AutoCAD SHX Text 670.06

AutoCAD SHX Text 669.96

AutoCAD SHX Text 669.99

AutoCAD SHX Text 670.11

AutoCAD SHX Text 670.32

AutoCAD SHX Text 670.33

AutoCAD SHX Text 670.32

AutoCAD SHX Text 670.33

AutoCAD SHX Text 670.34

AutoCAD SHX Text 670.32

AutoCAD SHX Text 670.30

AutoCAD SHX Text 670.28

AutoCAD SHX Text 670.24

AutoCAD SHX Text 670.19

AutoCAD SHX Text 669.27

AutoCAD SHX Text 669.35

AutoCAD SHX Text 669.44

AutoCAD SHX Text 669.53

AutoCAD SHX Text 669.60

AutoCAD SHX Text 669.68

AutoCAD SHX Text 669.77

AutoCAD SHX Text 669.85

AutoCAD SHX Text 669.86

AutoCAD SHX Text 669.95

AutoCAD SHX Text 670.04

AutoCAD SHX Text 670.10

AutoCAD SHX Text 670.15

AutoCAD SHX Text 670.18

AutoCAD SHX Text 670.20

AutoCAD SHX Text 670.24

AutoCAD SHX Text 670.29

AutoCAD SHX Text 670.34

AutoCAD SHX Text 670.37

AutoCAD SHX Text 670.38

AutoCAD SHX Text 670.41

AutoCAD SHX Text 670.45

AutoCAD SHX Text 670.53

AutoCAD SHX Text 669.91

AutoCAD SHX Text 669.90

AutoCAD SHX Text 669.88

AutoCAD SHX Text 669.84

AutoCAD SHX Text 669.76

AutoCAD SHX Text 669.67

AutoCAD SHX Text 669.61

AutoCAD SHX Text 669.56

AutoCAD SHX Text 669.49

AutoCAD SHX Text 669.41

AutoCAD SHX Text 669.35

AutoCAD SHX Text 669.28

AutoCAD SHX Text 669.21

AutoCAD SHX Text 669.27

AutoCAD SHX Text 670.19

AutoCAD SHX Text 670.18

AutoCAD SHX Text 670.17

AutoCAD SHX Text 670.05

AutoCAD SHX Text 670.07

AutoCAD SHX Text 670.03

AutoCAD SHX Text 670.02

AutoCAD SHX Text 670.00

AutoCAD SHX Text 669.99

AutoCAD SHX Text 669.98

AutoCAD SHX Text 669.96

AutoCAD SHX Text 669.94

AutoCAD SHX Text 669.92

AutoCAD SHX Text 669.91

AutoCAD SHX Text 682.29

AutoCAD SHX Text 682.27

AutoCAD SHX Text 682.29

AutoCAD SHX Text 682.37

AutoCAD SHX Text 682.42

AutoCAD SHX Text 682.47

AutoCAD SHX Text 682.53

AutoCAD SHX Text 682.56

AutoCAD SHX Text 682.63

AutoCAD SHX Text 682.70

AutoCAD SHX Text 682.74

AutoCAD SHX Text 682.79

AutoCAD SHX Text 682.81

AutoCAD SHX Text 682.76

AutoCAD SHX Text 682.20

AutoCAD SHX Text 682.13

AutoCAD SHX Text 682.51

AutoCAD SHX Text 682.48

AutoCAD SHX Text 669.71

AutoCAD SHX Text 669.77

AutoCAD SHX Text 669.81

AutoCAD SHX Text 669.86

AutoCAD SHX Text 669.92

AutoCAD SHX Text 669.98

AutoCAD SHX Text 670.04

AutoCAD SHX Text 670.11

AutoCAD SHX Text 670.16

AutoCAD SHX Text 670.15

AutoCAD SHX Text 670.13

AutoCAD SHX Text 670.11

AutoCAD SHX Text 670.09

AutoCAD SHX Text 670.08

AutoCAD SHX Text 670.07

AutoCAD SHX Text 670.05

AutoCAD SHX Text 670.06

AutoCAD SHX Text 670.05

AutoCAD SHX Text 670.03

AutoCAD SHX Text 670.04

AutoCAD SHX Text 670.02

AutoCAD SHX Text 670.00

AutoCAD SHX Text 670.01

AutoCAD SHX Text 669.97

AutoCAD SHX Text 669.92

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AutoCAD SHX Text 669.88

AutoCAD SHX Text 669.85

AutoCAD SHX Text 669.84

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AutoCAD SHX Text 669.74

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AutoCAD SHX Text 669.49

AutoCAD SHX Text 669.48

AutoCAD SHX Text 669.47

AutoCAD SHX Text 671.14

AutoCAD SHX Text 671.20

AutoCAD SHX Text 671.23

AutoCAD SHX Text 671.25

AutoCAD SHX Text 671.28

AutoCAD SHX Text 671.29

AutoCAD SHX Text 671.34

AutoCAD SHX Text 671.38

AutoCAD SHX Text 671.41

AutoCAD SHX Text 671.43

AutoCAD SHX Text 671.45

AutoCAD SHX Text 671.47

AutoCAD SHX Text 671.50

AutoCAD SHX Text 671.53

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AutoCAD SHX Text 671.56

AutoCAD SHX Text 671.50

AutoCAD SHX Text 671.55

AutoCAD SHX Text 671.51

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AutoCAD SHX Text 671.47

AutoCAD SHX Text 671.42

AutoCAD SHX Text 671.39

AutoCAD SHX Text 671.29

AutoCAD SHX Text 670.53

AutoCAD SHX Text 670.60

AutoCAD SHX Text 670.65

AutoCAD SHX Text 670.71

AutoCAD SHX Text 670.76

AutoCAD SHX Text 670.81

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AutoCAD SHX Text 670.82

AutoCAD SHX Text 670.85

AutoCAD SHX Text 670.86

AutoCAD SHX Text 670.91

AutoCAD SHX Text 670.95

AutoCAD SHX Text 671.01

AutoCAD SHX Text 671.05

AutoCAD SHX Text 671.14

AutoCAD SHX Text 682.76

AutoCAD SHX Text 682.75

AutoCAD SHX Text 682.74

AutoCAD SHX Text 682.72

AutoCAD SHX Text 682.71

AutoCAD SHX Text 682.70

AutoCAD SHX Text 682.71

AutoCAD SHX Text 682.70

AutoCAD SHX Text 682.67

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AutoCAD SHX Text 682.67

AutoCAD SHX Text 682.68

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AutoCAD SHX Text 682.67

AutoCAD SHX Text 682.64

AutoCAD SHX Text 682.63

AutoCAD SHX Text 682.59

AutoCAD SHX Text 682.64

AutoCAD SHX Text 682.63

AutoCAD SHX Text 682.65

AutoCAD SHX Text 682.68

AutoCAD SHX Text 682.65

AutoCAD SHX Text 682.64

AutoCAD SHX Text 682.65

AutoCAD SHX Text 682.64

AutoCAD SHX Text 682.61

AutoCAD SHX Text 682.60

AutoCAD SHX Text 682.56

AutoCAD SHX Text 682.47

AutoCAD SHX Text 682.40

AutoCAD SHX Text 682.35

AutoCAD SHX Text 682.30

AutoCAD SHX Text 682.20

AutoCAD SHX Text 669.83

AutoCAD SHX Text 670.00

AutoCAD SHX Text 670.16

AutoCAD SHX Text 670.32

AutoCAD SHX Text 682.48

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AutoCAD SHX Text 682.71

AutoCAD SHX Text 682.82

AutoCAD SHX Text 682.94

AutoCAD SHX Text 683.01

AutoCAD SHX Text 683.06

AutoCAD SHX Text 683.09

AutoCAD SHX Text 683.12

AutoCAD SHX Text 683.15

AutoCAD SHX Text 683.17

AutoCAD SHX Text 683.19

AutoCAD SHX Text 683.21

AutoCAD SHX Text 683.23

AutoCAD SHX Text 683.25

AutoCAD SHX Text 683.27

AutoCAD SHX Text 683.29

AutoCAD SHX Text 683.32

AutoCAD SHX Text 683.35

AutoCAD SHX Text 683.37

AutoCAD SHX Text 683.38

AutoCAD SHX Text 683.41

AutoCAD SHX Text 683.44

AutoCAD SHX Text 683.43

AutoCAD SHX Text 683.45

AutoCAD SHX Text 683.46

AutoCAD SHX Text 683.49

AutoCAD SHX Text 683.50

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AutoCAD SHX Text 683.50

AutoCAD SHX Text 683.54

AutoCAD SHX Text 683.51

AutoCAD SHX Text 683.49

AutoCAD SHX Text 683.46

AutoCAD SHX Text 683.44

AutoCAD SHX Text 683.43

AutoCAD SHX Text 683.42

AutoCAD SHX Text 683.34

AutoCAD SHX Text 670.47

AutoCAD SHX Text 670.45

AutoCAD SHX Text 670.43

AutoCAD SHX Text 670.42

AutoCAD SHX Text 670.39

AutoCAD SHX Text 670.38

AutoCAD SHX Text 670.37

AutoCAD SHX Text 670.34

AutoCAD SHX Text 670.32

AutoCAD SHX Text 670.30

AutoCAD SHX Text 670.27

AutoCAD SHX Text 670.25

AutoCAD SHX Text 670.19

AutoCAD SHX Text 670.18

AutoCAD SHX Text 670.15

AutoCAD SHX Text 670.13

AutoCAD SHX Text 670.09

AutoCAD SHX Text 670.07

AutoCAD SHX Text 670.04

AutoCAD SHX Text 670.02

AutoCAD SHX Text 670.00

AutoCAD SHX Text 669.98

AutoCAD SHX Text 669.99

AutoCAD SHX Text 669.98

AutoCAD SHX Text 669.99

AutoCAD SHX Text 669.97

AutoCAD SHX Text 669.96

AutoCAD SHX Text 669.95

AutoCAD SHX Text 669.93

AutoCAD SHX Text 669.90

AutoCAD SHX Text 669.88

AutoCAD SHX Text 669.85

AutoCAD SHX Text 669.84

AutoCAD SHX Text 669.82

AutoCAD SHX Text 669.80

AutoCAD SHX Text 669.83

AutoCAD SHX Text 669.85

AutoCAD SHX Text 669.86

AutoCAD SHX Text 682.27

AutoCAD SHX Text 682.29

AutoCAD SHX Text 682.30

AutoCAD SHX Text 682.32

AutoCAD SHX Text 682.34

AutoCAD SHX Text 682.36

AutoCAD SHX Text 682.37

AutoCAD SHX Text 682.38

AutoCAD SHX Text 682.39

AutoCAD SHX Text 682.37

AutoCAD SHX Text 682.36

AutoCAD SHX Text 682.34

AutoCAD SHX Text 682.33

AutoCAD SHX Text 682.32

AutoCAD SHX Text 682.31

AutoCAD SHX Text 682.30

AutoCAD SHX Text 682.31

AutoCAD SHX Text 682.32

AutoCAD SHX Text 682.34

AutoCAD SHX Text 682.32

AutoCAD SHX Text 682.33

AutoCAD SHX Text 682.32

AutoCAD SHX Text 682.30

AutoCAD SHX Text 682.31

AutoCAD SHX Text 682.30

AutoCAD SHX Text 682.26

AutoCAD SHX Text 682.23

AutoCAD SHX Text 682.19

AutoCAD SHX Text 682.18

AutoCAD SHX Text 682.16

AutoCAD SHX Text 682.15

AutoCAD SHX Text 682.16

AutoCAD SHX Text 682.17

AutoCAD SHX Text 682.19

AutoCAD SHX Text 682.20

AutoCAD SHX Text 682.48

AutoCAD SHX Text 682.50

AutoCAD SHX Text 682.51

AutoCAD SHX Text 682.52

AutoCAD SHX Text 682.53

AutoCAD SHX Text 682.55

AutoCAD SHX Text 682.60

AutoCAD SHX Text 682.63

AutoCAD SHX Text 682.66

AutoCAD SHX Text 682.68

AutoCAD SHX Text 682.70

AutoCAD SHX Text 682.72

AutoCAD SHX Text 682.74

AutoCAD SHX Text 682.76

AutoCAD SHX Text 682.77

AutoCAD SHX Text 682.78

AutoCAD SHX Text 682.81

AutoCAD SHX Text 682.83

AutoCAD SHX Text 682.85

AutoCAD SHX Text 682.86

AutoCAD SHX Text 682.87

AutoCAD SHX Text 682.89

AutoCAD SHX Text 682.91

AutoCAD SHX Text 682.94

AutoCAD SHX Text 682.95

AutoCAD SHX Text 682.97

AutoCAD SHX Text 682.98

AutoCAD SHX Text 683.00

AutoCAD SHX Text 683.03

AutoCAD SHX Text 683.06

AutoCAD SHX Text 683.08

AutoCAD SHX Text 683.09

AutoCAD SHX Text 683.11

AutoCAD SHX Text 683.13

AutoCAD SHX Text 683.17

AutoCAD SHX Text 683.20

AutoCAD SHX Text 683.21

AutoCAD SHX Text 683.28

AutoCAD SHX Text 683.34

AutoCAD SHX Text 669.71

AutoCAD SHX Text 669.74

AutoCAD SHX Text 669.71

AutoCAD SHX Text 669.70

AutoCAD SHX Text 669.68

AutoCAD SHX Text 669.67

AutoCAD SHX Text 669.66

AutoCAD SHX Text 669.65

AutoCAD SHX Text 669.64

AutoCAD SHX Text 669.63

AutoCAD SHX Text 669.61

AutoCAD SHX Text 669.59

AutoCAD SHX Text 669.58

AutoCAD SHX Text 669.56

AutoCAD SHX Text 669.53

AutoCAD SHX Text 669.52

AutoCAD SHX Text 669.50

AutoCAD SHX Text 669.48

AutoCAD SHX Text 669.46

AutoCAD SHX Text 669.45

AutoCAD SHX Text 669.46

AutoCAD SHX Text 669.44

AutoCAD SHX Text 669.43

AutoCAD SHX Text 669.41

AutoCAD SHX Text 669.39

AutoCAD SHX Text 669.40

AutoCAD SHX Text 669.38

AutoCAD SHX Text 669.37

AutoCAD SHX Text 669.35

AutoCAD SHX Text 669.33

AutoCAD SHX Text 669.32

AutoCAD SHX Text 669.33

AutoCAD SHX Text 683.98

AutoCAD SHX Text 683.83

AutoCAD SHX Text 683.76

AutoCAD SHX Text 683.66

AutoCAD SHX Text 683.55

AutoCAD SHX Text 683.45

AutoCAD SHX Text 683.35

AutoCAD SHX Text 683.25

AutoCAD SHX Text 683.14

AutoCAD SHX Text 683.03

AutoCAD SHX Text 682.92

AutoCAD SHX Text 682.80

AutoCAD SHX Text 682.67

AutoCAD SHX Text 682.53

AutoCAD SHX Text 682.40

AutoCAD SHX Text 682.25

AutoCAD SHX Text 682.11

AutoCAD SHX Text 681.97

AutoCAD SHX Text 681.83

AutoCAD SHX Text 681.66

AutoCAD SHX Text 681.51

AutoCAD SHX Text 681.33

AutoCAD SHX Text 681.16

AutoCAD SHX Text 680.95

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AutoCAD SHX Text 678.34

AutoCAD SHX Text 678.11

AutoCAD SHX Text 677.88

AutoCAD SHX Text 677.63

AutoCAD SHX Text 677.39

AutoCAD SHX Text 677.14

AutoCAD SHX Text 676.89

AutoCAD SHX Text 676.63

AutoCAD SHX Text 676.42

AutoCAD SHX Text 676.15

AutoCAD SHX Text 675.92

AutoCAD SHX Text 675.68

AutoCAD SHX Text 675.46

AutoCAD SHX Text 675.23

AutoCAD SHX Text 674.98

AutoCAD SHX Text 674.73

AutoCAD SHX Text 674.47

AutoCAD SHX Text 674.22

AutoCAD SHX Text 673.96

AutoCAD SHX Text 673.75

AutoCAD SHX Text 673.56

AutoCAD SHX Text 673.35

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AutoCAD SHX Text 672.90

AutoCAD SHX Text 672.73

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AutoCAD SHX Text 672.35

AutoCAD SHX Text 672.16

AutoCAD SHX Text 671.96

AutoCAD SHX Text 671.75

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AutoCAD SHX Text 671.36

AutoCAD SHX Text 671.22

AutoCAD SHX Text 671.09

AutoCAD SHX Text 670.95

AutoCAD SHX Text 670.85

AutoCAD SHX Text 670.74

AutoCAD SHX Text 670.65

AutoCAD SHX Text 670.56

AutoCAD SHX Text 670.46

AutoCAD SHX Text 670.36

AutoCAD SHX Text 670.26

AutoCAD SHX Text 670.30

AutoCAD SHX Text G

AutoCAD SHX Text

AutoCAD SHX Text G

AutoCAD SHX Text C

AutoCAD SHX Text 676.72

AutoCAD SHX Text 671.93

AutoCAD SHX Text 672.19

AutoCAD SHX Text 671.25

AutoCAD SHX Text 683.52

AutoCAD SHX Text

RED CONDUIT

AutoCAD SHX Text 670.86

AutoCAD SHX Text

WHITE CONDUIT

AutoCAD SHX Text 680.98

AutoCAD SHX Text

YELLOW CONDUIT

AutoCAD SHX Text 679.06

AutoCAD SHX Text

RED CONDUIT

AutoCAD SHX Text 665.04

AutoCAD SHX Text

WHITE CONDUIT

AutoCAD SHX Text 672.19

AutoCAD SHX Text

YELLOW CONDUIT

AutoCAD SHX Text 678.59

AutoCAD SHX Text 666.33

AutoCAD SHX Text 669.09

AutoCAD SHX Text 683.49

AutoCAD SHX Text

STAKE CE ELEC.

AutoCAD SHX Text 673.26

AutoCAD SHX Text

STAKE CE ELEC.

AutoCAD SHX Text 673.06

AutoCAD SHX Text

STAKE EC ELEC.

AutoCAD SHX Text 671.05

AutoCAD SHX Text 684.16

AutoCAD SHX Text 684.22

AutoCAD SHX Text 684.03

AutoCAD SHX Text 684.01

AutoCAD SHX Text 683.81

AutoCAD SHX Text 683.85

AutoCAD SHX Text 683.43

AutoCAD SHX Text 683.40

AutoCAD SHX Text 682.74

AutoCAD SHX Text 682.75

AutoCAD SHX Text

STAKE CE ELEC.

AutoCAD SHX Text 663.64

AutoCAD SHX Text

ORANGE ?

AutoCAD SHX Text 680.85

AutoCAD SHX Text 660.19

AutoCAD SHX Text

12IN GC 1/4FULL

AutoCAD SHX Text 662.15

AutoCAD SHX Text

12IN GC 1/4FULL

AutoCAD SHX Text 662.15

AutoCAD SHX Text 667.56

AutoCAD SHX Text

12IN GC GF

AutoCAD SHX Text 661.23

AutoCAD SHX Text

12IN GC GF

AutoCAD SHX Text 661.33

AutoCAD SHX Text 664.73

AutoCAD SHX Text

YELLOW

AutoCAD SHX Text 667.72

AutoCAD SHX Text

24IN GC GF

AutoCAD SHX Text 666.14

AutoCAD SHX Text 672.33

AutoCAD SHX Text 671.95

AutoCAD SHX Text 672.31

AutoCAD SHX Text 672.13

AutoCAD SHX Text 673.22

AutoCAD SHX Text 680.83

AutoCAD SHX Text 681.63

AutoCAD SHX Text 680.38

AutoCAD SHX Text 681.45

AutoCAD SHX Text 670.69

AutoCAD SHX Text 670.41

AutoCAD SHX Text 671.54

AutoCAD SHX Text 680.59

AutoCAD SHX Text 681.45

AutoCAD SHX Text 681.96

AutoCAD SHX Text 681.88

AutoCAD SHX Text 681.69

AutoCAD SHX Text 682.43

AutoCAD SHX Text 682.41

AutoCAD SHX Text

STAKE CE ELEC.

AutoCAD SHX Text 663.09

AutoCAD SHX Text

STAKE CE ELEC.

AutoCAD SHX Text 669.05

AutoCAD SHX Text

STAKE CE ELEC.

AutoCAD SHX Text 674.47

AutoCAD SHX Text 672.20

AutoCAD SHX Text 674.11

AutoCAD SHX Text 674.19

AutoCAD SHX Text 673.81

AutoCAD SHX Text 672.85

AutoCAD SHX Text 672.96

AutoCAD SHX Text 674.97

AutoCAD SHX Text 674.83

AutoCAD SHX Text 675.07

AutoCAD SHX Text 674.88

AutoCAD SHX Text 673.83

AutoCAD SHX Text 676.10

AutoCAD SHX Text 673.26

AutoCAD SHX Text 676.19

AutoCAD SHX Text 675.97

AutoCAD SHX Text 682.62

AutoCAD SHX Text 682.33

AutoCAD SHX Text 675.69

AutoCAD SHX Text 673.20

AutoCAD SHX Text 672.94

AutoCAD SHX Text 675.22

AutoCAD SHX Text 677.42

AutoCAD SHX Text 678.48

AutoCAD SHX Text 679.79

AutoCAD SHX Text 672.97

AutoCAD SHX Text 673.30

AutoCAD SHX Text 681.59

AutoCAD SHX Text

AutoCAD SHX Text 676.68

AutoCAD SHX Text 677.52

AutoCAD SHX Text 676.85

AutoCAD SHX Text 677.29

AutoCAD SHX Text 677.45

AutoCAD SHX Text 676.96

AutoCAD SHX Text 676.95

AutoCAD SHX Text 677.85

AutoCAD SHX Text 677.83

AutoCAD SHX Text 677.57

AutoCAD SHX Text 678.74

AutoCAD SHX Text 679.43

AutoCAD SHX Text

OLD SHORE LINE

AutoCAD SHX Text 674.76

AutoCAD SHX Text

OLD SHORELINE

AutoCAD SHX Text 674.23

AutoCAD SHX Text

AutoCAD SHX Text 682.95

AutoCAD SHX Text 683.61

AutoCAD SHX Text 684.02

AutoCAD SHX Text 684.21

AutoCAD SHX Text 684.35

AutoCAD SHX Text

EDGE OF CON GEN

AutoCAD SHX Text

EDGE OF CON GEN

AutoCAD SHX Text

AutoCAD SHX Text 673.86

AutoCAD SHX Text 672.05

AutoCAD SHX Text 672.15

AutoCAD SHX Text 677.94

AutoCAD SHX Text 674.53

AutoCAD SHX Text 674.60

AutoCAD SHX Text 674.63

AutoCAD SHX Text 674.51

AutoCAD SHX Text 674.36

AutoCAD SHX Text 674.33

AutoCAD SHX Text 674.00

AutoCAD SHX Text 673.91

AutoCAD SHX Text 674.14

AutoCAD SHX Text 674.17

AutoCAD SHX Text 675.08

AutoCAD SHX Text 673.66

AutoCAD SHX Text 673.05

AutoCAD SHX Text M-30

AutoCAD SHX Text

DAM C/L

36+00 37+00 38+00

39+00

40+00

CL OF TOBACCO SPILLWAY

STA 37+50.00

E L

E V

A T

I O

E L

E V

A T

I O

STATION (FT)

37+00 38+00 39+00 40+00 40+50

TOP OF BUTTRESS (BEYOND)

EXISTING DAM CREST

TOP OF EXCAVATED SURFACE

L TOBACCO SPILLWAY

EL 650.00

EL 677.00

EL 682.71

KEY PLAN

REGISTRATION

CONSULTANTS

DISCIPLINE

Consultant's Name

Address Line 1

Address Line 2

000.000.0000 tel 000.000.0000 fax www.<website address>.com

DISCIPLINE

Consultant's Name

Address Line 1

Address Line 2

000.000.0000 tel 000.000.0000 fax www.<website address>.com

DISCIPLINE

Consultant's Name

Address Line 1

Address Line 2

000.000.0000 tel 000.000.0000 fax www.<website address>.com

CONSULTANT

AECOM

6200 South Quebec Street

Greenwood Village, Colorado 80111

T 303.694.2770 F 303.694.3946 www.aecom.com

CLIENT

OWNER/CLIENT

Address Line 1

Address Line 2

000.000.0000 tel 000.000.0000 fax www.<website address>.com

PROJECT

Line #1

Line #2

Line #3

(FACILITY NAME)

Address Line 1

Address Line 2

PROJECT NUMBER

Project Number

A N

S x

SHEET NUMBER

C-101

L a s t s a v e d b y

I C

H A

E L

A U s t

P l o t t e d

P r o j e c t

M a n a g e m e n t

I n i t i a l s

D e s i g n e r

C h e c k e d

A p p r o v e d

J B

M R

J S

F i l e n a m e

W W

O R

K I N

G A

E C

O M

N A

M S

M B

A N

K M

E N

L A

F I L

E D

W G

I/R DATE DESCRIPTION

ISSUE/REVISION

SHEET TITLE

EMBANKMENT PLAN AND

PROFILE

00 20' 40'

PLAN

1" = 20'

PROFILE

1" = 20'

AutoCAD SHX Text

BIG ROCK

AutoCAD SHX Text 669.13

AutoCAD SHX Text

BIG ROCK

AutoCAD SHX Text 669.53

AutoCAD SHX Text

EDGE OF CON GEN

AutoCAD SHX Text

OLD SHORELINE

AutoCAD SHX Text

OLD SHORELINE

AutoCAD SHX Text 674.54

AutoCAD SHX Text

OLD SHORELINE

AutoCAD SHX Text 678.08

36+50

020406080100120 0 -20 -40 -60 -80 -100 -120 -140

36+75

020406080100120 0 -20 -40 -60 -80 -100 -120 -140

37+00

020406080100120 0 -20 -40 -60 -80 -100 -120 -140

38+00

020406080100120 0 -20 -40 -60 -80 -100 -120 -140

38+25

020406080100120 0 -20 -40 -60 -80 -100 -120 -140

38+50

020406080100120 0 -20 -40 -60 -80 -100 -120 -140

38+75

020406080100120 0 -20 -40 -60 -80 -100 -120 -140

39+00

020406080100120 0 -20 -40 -60 -80 -100 -120 -140

39+25

020406080100120 0 -20 -40 -60 -80 -100 -120 -140

39+50

020406080100120 0 -20 -40 -60 -80 -100 -120 -140

39+75

020406080100120 0 -20 -40 -60 -80 -100 -120 -140

40+00

020406080100120 0 -20 -40 -60 -80 -100 -120 -140

EXISTING GRADE

BUTTRESS

EXCAVATED SURFACE

EXISTING GRADE

BUTTRESS

EXCAVATED SURFACE

EXISTING GRADE

BUTTRESS

EXCAVATED SURFACE

EXISTING GRADE

BUTTRESS

EXCAVATED SURFACE

EXISTING GRADE

BUTTRESS

EXCAVATED SURFACE

EXISTING GRADE

BUTTRESS

EXCAVATED SURFACE

EXISTING GRADE

BUTTRESS

EXCAVATED SURFACE

EXISTING GRADE

BUTTRESS

EXCAVATED SURFACE

EXISTING GRADE

BUTTRESS

EXCAVATED SURFACE

EXISTING GRADE

BUTTRESS

EXCAVATED SURFACE

EXISTING GRADE

BUTTRESS

EXCAVATED SURFACE

EXISTING GRADE

BUTTRESS

EXCAVATED SURFACE

38+50

020406080100120 0 -20 -40 -60 -80 -100 -120 -140

10.0' WIDE BENCH

8.0'

EXISTING GRADE

REVERSE FILTER

BUTTRESS

EXCAVATE CONTRACTOR PLACED FILL AND REPLACE

WITH COMPACTED EMBANKMENT MATERIAL BACK TO

ORIGINAL GRADE

8" DRAIN

ELEV 650.00

ELEV 680.00

NATIVE SILTY SAND

SAND

EMBANKMENT FILL

KEY PLAN

REGISTRATION

CONSULTANTS

DISCIPLINE

Consultant's Name

Address Line 1

Address Line 2

000.000.0000 tel 000.000.0000 fax www.<website address>.com

DISCIPLINE

Consultant's Name

Address Line 1

Address Line 2

000.000.0000 tel 000.000.0000 fax www.<website address>.com

DISCIPLINE

Consultant's Name

Address Line 1

Address Line 2

000.000.0000 tel 000.000.0000 fax www.<website address>.com

CONSULTANT

AECOM

6200 South Quebec Street

Greenwood Village, Colorado 80111

T 303.694.2770 F 303.694.3946 www.aecom.com

CLIENT

OWNER/CLIENT

Address Line 1

Address Line 2

000.000.0000 tel 000.000.0000 fax www.<website address>.com

PROJECT

Line #1

Line #2

Line #3

(FACILITY NAME)

Address Line 1

Address Line 2

PROJECT NUMBER

Project Number

A N

S x

SHEET NUMBER

C-102

L a s t s a v e d b y

I C

H A

E L

A U s t

P l o t t e d

P r o j e c t

M a n a g e m e n t

I n i t i a l s

D e s i g n e r

C h e c k e d

A p p r o v e d

J B

M R

J S

F i l e n a m e

W W

O R

K I N

G A

E C

O M

N A

M S

M B

A N

K M

E N

L A

F I L

E D

W G

I/R DATE DESCRIPTION

ISSUE/REVISION

SHEET TITLE

EMBANKMENT SECTIONS

00 40' 80'

00 20' 40'

TYPICAL SECTION

1" = 20'

Sheets and Views

Layout1

File details come from the government source that posted it. Updated Mar 11, 2026.