A22-17-R-0009-0004-Att2-M-SG-09_G-002.pdf

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GENERAL

TITLESHT

G-001 COVER SHEET

G-003

DRAWING/DETAIL LOCATION DESIGNATION

DRAWING/DETAIL TITLE

DRAWING NAME

1/8" = 1' 0"

(DRAWN) SHOWN

DRAWING/DETAIL LIMITS

DETAIL DESIGNATION

DESIGNATION

SECTION/DETAIL LOCATION DESIGNATION

SECTION/DETAIL

DESIGNATION

EXTERIOR ELEVATION

BREAK LINE, MATERIAL

TO CONTINUE

REVISION CLOUD

REVISION DESIGNATION

ELEVATION/DETAIL LOCATION DESIGNATION

DETAIL LOCATION DESIGNATION

SIMILAR, OR OPPOSITE HAND

SCALE

SHEET NUMBER DESIGNATION WHERE

X-XXX

NOT USED ON SHEET

SHOWN

SHEET NUMBER DESIGNATION WHERE (DRAWN)

SHOWN

SHEET NUMBER DESIGNATION WHERE (DRAWN)

FIRST REFERENCED

SHEET NUMBER DESIGNATION WHERE

GENERAL SYMBOLS

KEYNOTE

KEYNOTE

GENERAL NOTESINDEX OF DRAWINGS

ABBREVIATIONS

C-101

C-301

CIVIL

NORTH ARROW

INDICATES TRUE NORTH

N

LIMITS OF WORK

FILL

CUT

ROADS

LEVEE CENTERLINE

S-501

PROJECT LOCATION AND VICINITY MAP

G-002

C-302

INDEX, GENERAL SYMBOLS, GENERAL NOTES & ABBREVIATIONS

FLOOD DAMAGE REPAIR PLAN

C-102 FLOOD DAMAGE REPAIR PLAN

C-103 FLOOD DAMAGE REPAIR PLAN

C-104 FLOOD DAMAGE REPAIR PLAN

C-105 FLOOD DAMAGE REPAIR PLAN

*LOOKING DOWN STREAM (NORTH TO SOUTH)

DAMAGED AREAS NUMBERED SEQUENTIALLY*

SEQUENCE NUMBER

DAMAGE ON RIVERSIDE* OF LEVEER

DAMAGE ON LANDSIDE* OF LEVEEL

LOCATION RELATIVE TO LEVEE

201313

YEAR DAMAGE OCCURRED

POINTS ARE START/STOP OF REPAIR AREAS

EXPLANATION OF SLIDE IDENTIFICATION NUMBER (D.I.N.)

13 L - 0 ISG2 -

ORDER AND COORDINATION OF WORK

SLIDE & EMBANKMENT REPAIR IDENTIFICATION

PRECISE, THEY ARE APPROXIMATE ONLY.

AERIAL IMAGARY; THEREFORE LOCATIONS ARE NOT

6. LOCATIONS WERE TAKEN FROM HAND HELD GPS, OR FROM

WAS AQUIRED.

5. SITE CONDITIONS HAVE CHANGED SINCE AERIAL IMAGERY

NAD 83, U.S. FEET.

4. COORDINATES ARE IN MISSOURI EAST STATE PLANE,

EM 385-1-1 REQUIREMENTS.

SHALL BE IN ACCORDNCE WITH OSHA AND

3. ALL WORK AROUND HIGH VOLTAGE POWERLINES

THE CONTRACTOR'S EXPENSE.

NEGLIGENCE. THE DAMAGE SHALL BE REPAIRED AT

EXISTING UTILITIES CAUSED BY THE CONTRACTOR'S

2. CONTRACTOR IS RESPONSIBLE FOR DAMAGE TO ANY

MISSOURI ONE CALL SYSTEM (DIG RITE) AT 811.

1. CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING

*STARTING WEST TO EAST

DAMAGED AREAS NUMBERED SEQUENTIALLY*

SEQUENCE NUMBER

DAMAGE ON RIVERSIDE* OF LEVEER

DAMAGE ON LANDSIDE* OF LEVEEL

LOCATION RELATIVE TO LEVEE (IF NEEDED)

L C 5 - T II - E M B

POINTS ARE START/STOP OF REPAIR AREAS

EXPLANATION OF EMBANKMENT REPAIR NUMBER (D.I.N.)

DAMAGE ON RIVERSIDE* OF LEVEER

DAMAGE ON LANDSIDE* OF LEVEEL

DAMAGE AT CROWN OF LEVEEC

LOCATION RELATIVE TO LEVEE

RUTTINGRUT

EMBANKMENTEMB

DAMAGE CLASSIFICATION

SEE TYPICAL SECTIONS ON DRAWING C-302

TYPE 3T3

TYPE 2T2

TYPE 1T1

DAMAGE TYPE (SUB-CLASSIFICATION)

TYPICAL SLIDE REPAIR SECTIONS

TYPICAL LEVEE EMBANKMENT REPAIR SECTIONS

C-106 FLOOD DAMAGE REPAIR PLAN

C-107 FLOOD DAMAGE REPAIR PLAN

C-303

C-601

TYPICAL LEVEE BREACH REPAIR SECTIONS

C-304

CULVERT INLET & RCP BACKFILL DETAILSC-501

TABLE OF COORDINATES

PIN STE. GENEVIEVE NO. 2

LEVEE IDENTIFICATION

LIMITS OF RIPRAP

WATER MAINWM

WOODWD

WIDTHW

UNDERGROUNDUGND

UNLESS NOTED OTHERWISEUNO

TYPICALTYP

TURFINGTRF

TOP AND BOTTOMT&B

STAINLESS STEELSST

SPECIFICATIONSSPEC

SIMILARSIM

SANITARYSAN

REINFORCED CONCRETE PIPERCP

RIVERSIDERS

POINT OF ENDINGPOE

POINT OF BEGINNINGPOB

POINT OF INTERSECTIONPI

OPPOSITE HANDOH

OUTSIDE FACEOF

ON CENTEROC

NUMBERNO.

NEAR FACENF

MISCELLANEOUSMISC

MIRROREDMIRR

MINIMUMMIN

MAXIMUMMAX

LANDSIDELS

LONGLG

INSIDE FACEIF

HEIGHTHT

HOLLOW METALHM

INSTALLED

GOVERNMENT FURNISHED, CONTRACTOR GFCI

GALVANIZEDGALV

FLARED END SECTIONFES

FLOOR DRAIN FD

FAR FACEFF

EXISTINGEXIST

EACH WAYEW

ELEVATIONEL

EXPANSION JOINTEJ

EACH FACEEF

DRAWINGDWG

DIAMETERDIA

CONTRACTING OFFICERS REPRESENTATIVECOR

CONCRETECONC

CLEAN OUTCO

CONCRETE MASONRY UNITCMU

CORRUGATED METAL PIPECMP

CONSTRUCTION JOINTCJ

CLEARCLR

CURB & GUTTERC&G

CENTER LINEC/L

BOTTOMBOT

BITUMINOUSBITUM

ALUMINUMALUM

ALTERNATE WITHALT W/

APPROXIMATEAPPROX

RESOURCE

R-001

STRUCTURAL

GRAVITY DRAIN HEADWALL DETAILS

WORK COMPLETED.

EMBANKMENT TYPE I AND TURFING REPAIRS SHALL BE THE 2ND TO LAST ITEMS OF

E. RUTTING REPAIRS SHALL BE THE LAST ITEM OF WORK COMPLETED.

OPERATIONS.

SUBMITTED TO THE GOVERNMENT PRIOR TO COMMENCING ANY EARTHWORK

THE BASELINE SURVEY FOR QUANTITY COMPUTATIONS. THE SURVEY SHALL BE

WHICH EARTH WORK WILL BE PERFORMED. THE TOPOGRAPHIC SURVEY WILL BE

OBTAIN A TOPOGRAPHIC SURVEY OF THE AREAS WITHIN THE BREACH REPAIRS

D. THE FIRST ITEM OF WORK SHALL BE TO LEVEL BREACH SCOUR AREAS AND

RESTORE THE AREAS AS SPECIFIED IN SECTION 01 15 00.99.

CONSTRUCT RAMPS FOR TRAVERSING THE LEVEE THE CONTRACTOR SHALL

C. IF THE CONTRACTOR UTILIZES AN OPENING OR NOTCH IN THE LEVEE CROWN TO

314-640-6793

STE GENEVIEVE, MO 63670

18970 SUGAR BOTTOM RD

CHRIS KERTZ

STE GENEVIEVE LEVEE DISTRICT NO. 2

LEVEE DISTRICT AT THE CONTACT INFORMATION PROVIDED BELOW:

CONTRACTOR SHALL ALSO COORDINATE ACCESS ONTO THE LEVEE WITH THE

EIGHT HOURS ADVANCE NOTICE PRIOR TO COMMENCEMENT OF ANY WORK. THE

B. THE CONTRACTOR SHALL PROVIDE THE LEVEE DISTRICT A MINIMUM OF FORTY

LEVELS IN THREE (3) CALENDAR DAYS.

DEPENDENT ON THE AMOUNT THAT CAN BE RESTORED TO ORIGINAL PROTECTION

SLIDE REPAIR WORK AT ONE TIME, AS APPROVED BY THE CONTRACTING OFFICER,

PROTECTION SYSTEM. THE CONTRACTOR MAY ONLY DO AN AMOUNT OF LEVEE

CEASES CERTAIN OPERATIONS IN ORDER TO RESTORE OR MAINTAIN THE FLOOD

GREATER THAN 40 HOUR PER WEEK BASIS, PRIORITIZE WORK OPERATIONS AND

THE RIGHT TO IMMEDIATELY DIRECT THE CONTRACTOR TO PERFORM WORK ON A

PREDICTED RIVER STAGES AS A BASIS, THE CONTRACTING OFFICER RESERVES

CONSTRUCTION. IF A FLOOD EMERGENCY IS EXPECTED AND USING PRESENT AND

LOWER THE LEVEL OF FLOOD PROTECTION IN SOME MANNER DURING

TECHNICAL PROVISIONS WILL PARTIALLY BREACH THE LEVEE OR EFFECTIVELY

THE EXCAVATION REQUIREMENTS SPECIFIED IN SECTION 31 22 24.99 15 OF THE

APPLICABLE FLOOD PROTECTION SYSTEM OR LEVEES. IT IS ANTICIPATED THAT

PARTS AND REQUIREMENTS OF THIS WORK WILL ADVERSELY AFFECT THE

A. THE CONTRACTOR'S ATTENTION IS DIRECTED TO THE FACT THAT CERTAIN

PARAGRAPHS:

SEQUENCE AS DESIRED SUBJECT TO COMPLIANCE WITH THE FOLLOWING

THE CONTRACTOR MAY START AND COMPLETE THE WORK IN SUCH ORDER AND

BITUMINOUS SURFACE TREATMENT

TYPICAL EMB-T3-01R & EMB-T3-05C REPAIR SECTIONS &

HYDROGRAPHS CHESTER GAGE 2001-2016 1

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IDENTIFICATION

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®of Engineers

US Army Corps