Amendment 0003 LD7OD_G-003.pdf
PDF 460 KB Posted
- Attached to
- Lock & Dam 7 Outdraft Modification
- Solicitation number
- W912ES25BA001
About this file
This document is a Drawing Index and Reference sheet (G-003) for the Lock & Dam 7 Outdraft Modification project located in La Crescent, MN. The drawing index provides a comprehensive listing of civil, geotechnical, and general engineering drawings related to the project, including plan and profile sheets, cross sections, boring logs, and staging/access maps. The document contains detailed technical information such as coordinate systems (NAD 83), elevation datum (NAVD 88), and general notes for contractors, including instructions on utility coordination, survey data usage, and staging area management. The sheet includes legends, symbols, abbreviations, and references to multiple related drawing files that document various aspects of the Mississippi River lock and dam infrastructure modification project.
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LD7OD_C-501.dgnCIVIL DETAILS C-501
LD7OD_C-320.dgnCROSS SECTIONS STA D 9+28, D 9+42, D 10+53.10C-302
LD7OD_C-319.dgnCROSS SECTIONS STA D 10+70 TO D 11+15.17 C-319
LD7OD_C-318.dgnCROSS SECTIONS STA D 9+85 TO D 10+64 C-318
LD7OD_C-317.dgnCROSS SECTIONS STA D 9+40 TO D 9+70 C-317
LD7OD_C-316.dgnCROSS SECTIONS STA D 8+44 TO D 9+20.39 C-316
LD7OD_C-315.dgnCROSS SECTIONS STA D 8+15.98 TO D 8+43 C-315
LD7OD_C-314.dgnCROSS SECTIONS STA D 7+83.46 TO D 8+10 C-314
LD7OD_C-313.dgnCROSS SECTIONS STA D 6+90 TO D 7+70 C-313
LD7OD_C-312.dgnCROSS SECTIONS STA D 5+70 TO D 6+70 C-312
LD7OD_C-311.dgnCROSS SECTIONS STA D 4+50 TO D 5+50 C-311
LD7OD_C-310.dgnCROSS SECTIONS STA D 3+37.10 TO D 4+30 C-310
LD7OD_C-309.dgnTYPICAL CROSS SECTIONS 9 OF 9 C-309
LD7OD_C-308.dgnTYPICAL CROSS SECTIONS 8 OF 9 C-308
LD7OD_C-307.dgnTYPICAL CROSS SECTIONS 7 OF 9 C-307
LD7OD_C-306.dgnTYPICAL CROSS SECTIONS 6 OF 9 C-306
LD7OD_C-305.dgnTYPICAL CROSS SECTIONS 5 OF 9 C-305
LD7OD_C-304.dgnTYPICAL CROSS SECTIONS 4 OF 9 C-304
LD7OD_C-303.dgnTYPICAL CROSS SECTIONS 3 OF 9 C-303
LD7OD_C-302.dgnTYPICAL CROSS SECTIONS 2 OF 9 C-302
LD7OD_C-301.dgnTYPICAL CROSS SECTIONS 1 OF 9 C-301
LD7OD_C-102.dgnPLAN AND PROFILE STA D 6+30 TO D 11+15.47 C-102
LD7OD_C-101.dgnPLAN AND PROFILE STA D 0+00 TO D 6+30 C-101
CIVIL
LD7OD_B-302.dgnBORING LOGS 24-50M TO 24-57M B-302
LD7OD_B-301.dgnBORING LOG 87-9M B-301
LD7OD_B-101.dgnBORING LOCATIONS MAP, GENERAL BORING NOTES AND LEGENDB-101
GEOTECHNICAL
LD7OD_G-102.dgnPLAN LD7 STAGING, ACCESS, AND WORK LIMITSG-102
LD7OD_G-101.dgnKEY PLAN G-101
LD7OD_G-003.dgnDRAWING INDEX, REFERENCE INDEX, GENERAL NOTES, ABBREVIATIONS, LEGEND AND SYMBOLSG-003
LD7OD_G-002.dgn
TABLE
PROJECT LOCATION MAP, VICINITY MAP, SURVEY CONTROL TABLE, AND CONTROL LINE
G-002
LD7OD_G-001.dgnCOVER SHEET G-001
GENERAL
FILENAMEDESCRIPTIONSHEET IDRECORD DRAWING NO.
CONSTRUCTION DRAWING INDEX
MISSISSIPPI RIVER TAILWATER DURATION CURVES JULY - DECEMBER 1949 - 2024
MISSISSIPPI RIVER TAILWATER DURATION CURVES JANUARY - JUNE 1949 - 2024
2015 - 2024
MISSISSIPPI RIVER DAILY TAILWATER ELEVATION HYDROGRAPHS JANUARY 01 - DECEMBER 31
MISSISSIPPI RIVER POOL DURATION CURVES JULY - DECEMBER 1949 - 2024
MISSISSIPPI RIVER POOL DURATION CURVES JANUARY - JUNE 1949 - 2024
MISSISSIPPI RIVER DAILY POOL ELEVATION HYDROGRAPHS JANUARY 01 - DECEMBER 31 2014 -
MISSISSIPPI RIVER FLOW DURATION CURVES JULY - DECEMBER 1959 - 2024
MISSISSIPPI RIVER FLOW DURATION CURVES JANUARY - JUNE 1959 - 2024
MISSISSIPPI RIVER DAILY FLOW HYDROGRAPHS JANUARY 01 - DECEMBER 31 2014 - 2023
DESCRIPTIONSHEET REF.
REFERENCE DRAWINGS
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
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EACH VIEW)
UNDER
(CENTERED
VIEW SUBTITLE
GENERAL VIEW SYMBOLS
D1
SCALE:
DETAIL/SECTION
SUPPLEMENTAL INFORMATION
D1
SCALE:1" =XXX'
DETAIL/SECTION
SUPPLEMENTAL INFORMATION
TITLE
SECTION/DETAIL
NTS
N
0 1' 2'
TOP
FRONT SIDE
ELEVATION SECTION A-A
VIEW
SHEET ID
SHEET ID
VIEW
SHEET ID
VIEW
SECTION CUT
DETAIL SYMBOL
WORK LIMITS
FILL
CUT
97-41MP.I. POINT
MANHOLE
CATCHBASINCB
WATER VALVE
FIRE HYDRANT
LEVEE
AND NUMBER
DWG OUTLINE
SHEETPILE
SHEET ID X-000
BUILDINGS
REMOVED
GENERAL LEGEND
AND NUMBER
LOCATION
BORING
3 DIMENSIONAL
POINT
CONTROL
2 DIMENSIONAL
POINT
CONTROL
1 DIMENSIONAL
POINT
CONTROL##
RIPRAP (PLAN)
WATER LEVEL
RIPRAP (SECTION)
MATERIAL.
FULLY ACCURATE FOR DISTINGUISHING BETWEEN ROCK AND RIVER BOTTOM
REPRESENTATION IS BASED ON SURVEY DATA COLLECTED BUT MAY NOT BE
IN CROSS SECTIONS FOR INFORMATIONAL PURPOSES. THE
THE EXISTING ROCK FROM PREVIOUS ROCK WEIR CONSTRUCTION IS SHOWN 6.
UTILITIES.
LOCATION OF UTILITIES AS MAY BE NECESSARY TO AVOID DAMAGE TO THESE
RESPONSIBLE FOR MAKING THE DETERMINATION AS TO THE TYPE AND
OF UTILITIES MAY NOT BE ACCURATE OR ALL INCLUSIVE. CONTRACTOR IS
THE INFORMATION ON THESE DRAWINGS CONCERNING TYPE AND LOCATION 5.
AND SURVEY IN SEP 2024.
BATHYMETRIC SURVEY DATA IS FROM MULTIPLE SURVEYS IN SPRING 2023 4.
OFFICER UPON CONTRACT AWARD.
CONTROL POINTS ARE AVAILABLE BY REQUEST FROM THE CONTRACTING
TIE DIAGRAMS AND DETAILED DESCRIPTIONS OF HORIZONTAL AND VERTICAL 3.
OFFICER PRIOR TO ANY TEMPORARY BLOCKING OF ACCESS.
ALL TIMES. CONTRACTOR TO COORDINATE WITH THE CONTRACTING
CONDITION. USACE ACCESS TO PARKING AND LOCK MUST BE MAINTAINED AT
CONTRACTING OFFICER. RESTORE AREAS USED TO PRE-PROJECT
7. CONTRACTOR TO COORDINATE USAGE OF ALL STAGING AREAS WITH
THE STAGING AREA IS LOCATED ON THE MINNESOTA SIDE OF LOCK AND DAM 2.
AS REPRESENTED BY THESE PLANS.
CONDITIONS ARE ENCOUNTERED THAT MAY WARRANT CHANGES TO DESIGN
THE CONTRACTOR WILL COORDINATE WITH THE CONTRACTING OFFICER IF 1.
GENERAL NOTES
STAGING AREAEXIST
MAX
MIN
SST
TYP
EXISTING
FAR FACE
GALVANIZED
INSIDE FACE
MAXIMUM
MINIMUM
MISCELLANEOUS
NEAR FACE
OUTSIDE FACE
ON CENTER
STAINLESS STEEL
TOP AND BOTTOM
TYPICAL
UNDERGROUND
APPROXIMATE
ALTERNATE WITH
ALUMINUM
BITUMINOUS
BOTTOM
CURB & GUTTER
CONSTRUCTION JOINT
CONCRETE
DIAMETER
EACH FACE
BOT
C/L
C&G
CMP CORRUGATED METAL PIPE
EXPANSION JOINT
ELEVATION
EACH WAY
DRAWINGDWG
NUMBER
SAN SANITARY
SPECIFICATIONS
MIRR MIRRORED
* UNLESS OTHERWISE NOTED ON EACH SHEET
APPROX
ALT W/
ALUM
BITUM
CENTER LINE
CLR CLEAR
CJ
CONC
DIA
EF
EJ
EL
EW
FF
GALV
IF
MISC
OF
NO
OC
SPEC
T&B
UNO
UGND
FES FLARED END SECTION
WIDTH
WATER MAINWM
W
RIVERWARDR/W
LOW CONTROL POOL
LANDWARDL/W
LCP
HT HEIGHT
NTS NOT TO SCALE
NF
GENERAL ABBREVIATIONS
OTHERWISE
UNLESS NOTED
WATERH2O
POINT OF ENDINGPOE
PVI
POB
INTERSECTION
POINT OF VERTICAL
POINT OF BEGINNING
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