A22 PLANS W912EE23B0011 AM_0001.pdf
PDF 12 MB Posted
- Attached to
- YAZOO COUNTY, MISSISSIPPI YAZOO CITY PUMP STATION TRASH RAKE FC/MR&T, YAZOO BASIN YAZOO RIVER
- Solicitation number
- W912EE23B0011
About this file
This document provides details on a federal contract solicitation. The solicitation number is W912EE23B0011 and is being issued by the Department of the Army Corps of Engineers Engineering District Vicksburg. The solicitation is for work related to the Yazoo County, Mississippi Yazoo City Pump Station Trash Rake FC/MR&T, Yazoo Basin Yazoo River project. Specifically, the solicitation seeks bids for construction services to improve the trash rake facility and pump station. The deadline to respond is not stated. The contract award date is also not provided. The document includes project plans sized at 12MB as an attachment.
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Text version
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US Army Corps of Engineers
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ISSUE DATE:
US Army Corps of Engineers
SOLICITATION NO.:
CONTRACT NO.:
VICKSBURG DISTRICT
XXXXXX-XX-X-XXXX
MAY 2023
W912EE-23-B-0011
YAZOO COUNTY, MS
YAZOO CITY PUMP STATION TRASH RAKE
FC/MR&T, YAZOO RIVER BASIN
YAZOO RIVER
Chief, Design Branch
COL, EN, District Engineer
APPROVAL RECOMMENDED BY:APPROVED BY:
Chief, Engineering & Construction Division
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PROJECT LOCATION MAP
SCALE: 1"=20 MILES
40 MILES0 20 MILES
PROJECT LOCATION
GENERAL NOTES
R/W
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ROW LIMITS
LEGEND
POWERLINE
1. AERIAL IMAGERY SHOWN IN THIS PLAN WAS TAKEN IN 2019.
2. FOR INSTANCES WHERE SCALE IS NOT PROVIDED ON DRAWING OR DENOTED WITH "N.T.S.", CONTRACTOR TO ASSUME DRAWING IS NOT TO SCALE.
3. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING CONSTRUCTION STAGING AREAS AS
NEEDED FOR WORK.
4. EXISTING DRAINAGE SHALL NOT BE BLOCKED WITH EXCAVATED MATERIAL DURING
CONSTRUCTION.
5. CONTRACTOR IS RESPONSIBLE FOR VERIFYING EXISTING SITE CONDITIONS PRIOR TO
CONSTRUCTION. IN ORDER TO ENSURE THE SAFETY OF ALL PARTIES, THE CONTRACTOR SHALL
CONTACT THE MISSISSIPPI ONE CALL SYSTEM (1-800-227-6477) A MINIMUM OF 48 HOURS PRIOR TO
THE COMMENCEMENT OF ANY EXCAVATION (DIGGING, TRENCHING, ETC.) OR DEMOLITION
ACTIVITY.
6. ELEVATIONS ARE IN SURVEY FEET, NAVD88.
7. REFER TO SHEET C-101 FOR CONTROL POINTS.
8. ALL EXPOSED EXCAVATION, FILL, AND BACKFILL SLOPES SHALL RECEIVE TOPSOIL, FERTILIZING, SEEDING, AND MULCHING. SLOPES THAT RECEIVE RIPRAP SHALL NOT RECEIVE TOPSOIL, FERTILIZING, SEEDING, AND MULCHING.
POWER POLE
PP
INDEX TO DRAWINGS
SHEET ID TITLE
G-001 COVER SHEET
G-002 PROJECT LOCATION MAP AND INDEX TO DRAWINGS
G-401 GENERAL SITE LOCATION MAP
G-402 AERIAL PHOTOGRAPH - ROW LIMITS
C-101 EXISTING SITE CONDITIONS PLAN
C-102 COMPLETED SITE CONDITIONS PLAN
C-301 ROADWAY CROSS SECTIONS
C-302 ROADWAY CROSS SECTIONS
C-501 TYPICAL SECTION - CONCRETE DRIVE
C-502 STORM WATER POLLUTION PREVENTION PLAN - TYPICAL DETAILS
E-101 ELECTRICAL SITE PLAN
R-001 INTAKE STRUCTURE
R-002 MISCELLANEOUS METAL
R-003
PLAN OF STRUCTURE
R-004 BORING LOGS
S-101
STRUCTURAL PLAN, DETAIL, AND SECTION
M-101 MECHANICAL PLAN AND SECTION
C-303 ROADWAY CROSS SECTIONS
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AutoCAD SHX Text Pine Bluff
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AutoCAD SHX Text Fordyce
AutoCAD SHX Text Murfreesboro
AutoCAD SHX Text Arkadelphia
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AutoCAD SHX Text Camden
AutoCAD SHX Text Hampton
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AutoCAD SHX Text Lake Village
AutoCAD SHX Text Eudora
AutoCAD SHX Text Crossett
AutoCAD SHX Text El Dorado
AutoCAD SHX Text Homer
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AutoCAD SHX Text Monroe
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AutoCAD SHX Text Delhi
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AutoCAD SHX Text Mansfield
AutoCAD SHX Text Coushatta
AutoCAD SHX Text Natchitoches
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AutoCAD SHX Text Pineville
AutoCAD SHX Text Red
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AutoCAD SHX Text Sulphur
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AutoCAD SHX Text Plain Dealing
AutoCAD SHX Text Bossier City
AutoCAD SHX Text West Monroe
AutoCAD SHX Text Caddo Lake
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AutoCAD SHX Text B
AutoCAD SHX Text Catahoula Lake
AutoCAD SHX Text
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AutoCAD SHX Text Holly Bluff
AutoCAD SHX Text Rolling Fork
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AutoCAD SHX Text Darling
AutoCAD SHX Text Belzoni
AutoCAD SHX Text Tippah
AutoCAD SHX Text Tallahatchie
AutoCAD SHX Text River
AutoCAD SHX Text Skuna
AutoCAD SHX Text River
AutoCAD SHX Text River
AutoCAD SHX Text Coldwater
AutoCAD SHX Text Bogue
AutoCAD SHX Text Phalia
AutoCAD SHX Text Steele
AutoCAD SHX Text Bayou
AutoCAD SHX Text
YAZOO
AutoCAD SHX Text River
AutoCAD SHX Text Otoucalofa
AutoCAD SHX Text Cr.
AutoCAD SHX Text Tallahatchie
AutoCAD SHX Text
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AutoCAD SHX Text Greenwood
AutoCAD SHX Text
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AutoCAD SHX Text Sardis
AutoCAD SHX Text Tunica
AutoCAD SHX Text Grenada
AutoCAD SHX Text Enid
AutoCAD SHX Text Cleveland
AutoCAD SHX Text Sunflower
AutoCAD SHX Text
CLARKSDALE
AutoCAD SHX Text Ascalmore
AutoCAD SHX Text Cr
AutoCAD SHX Text Hernando
AutoCAD SHX Text Big
AutoCAD SHX Text Sand
AutoCAD SHX Text Cr
AutoCAD SHX Text Teoc
AutoCAD SHX Text Cr
AutoCAD SHX Text Potacocowa
AutoCAD SHX Text Cr
AutoCAD SHX Text Sabougla
AutoCAD SHX Text Cr
AutoCAD SHX Text Cr
AutoCAD SHX Text Tillatoba
AutoCAD SHX Text L
AutoCAD SHX Text Tallahatchie
AutoCAD SHX Text River
AutoCAD SHX Text Cr
AutoCAD SHX Text Coldwater
AutoCAD SHX Text River
AutoCAD SHX Text Abiaca
AutoCAD SHX Text Cr
AutoCAD SHX Text Pelucia
AutoCAD SHX Text Cr
AutoCAD SHX Text Chicopa
AutoCAD SHX Text Cr
AutoCAD SHX Text Fannegusha
AutoCAD SHX Text Cr
AutoCAD SHX Text Black
AutoCAD SHX Text Cr
AutoCAD SHX Text Tchula
AutoCAD SHX Text Lake
AutoCAD SHX Text Sunflower
AutoCAD SHX Text River
AutoCAD SHX Text Harris
AutoCAD SHX Text Bayou
AutoCAD SHX Text Indianola
AutoCAD SHX Text Porters
AutoCAD SHX Text Bayou
AutoCAD SHX Text Bear
AutoCAD SHX Text Creek
AutoCAD SHX Text Quiver
AutoCAD SHX Text Black
AutoCAD SHX Text Bayou
AutoCAD SHX Text
PANOLA
AutoCAD SHX Text
FLOODWAY
AutoCAD SHX Text
QUITMAN
AutoCAD SHX Text Main
AutoCAD SHX Text Canal
AutoCAD SHX Text 307__
AutoCAD SHX Text 290__
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AutoCAD SHX Text 40___
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AutoCAD SHX Text Big
AutoCAD SHX Text Sunflower
AutoCAD SHX Text River
AutoCAD SHX Text Cassidy
AutoCAD SHX Text Bayou
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WILL
AutoCAD SHX Text M
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WHITTINGTON
AutoCAD SHX Text
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AutoCAD SHX Text Arkabutla
AutoCAD SHX Text Canal
AutoCAD SHX Text Yocona
AutoCAD SHX Text R
AutoCAD SHX Text Yocona
AutoCAD SHX Text Yalobusha
AutoCAD SHX Text Creek
AutoCAD SHX Text Deer
AutoCAD SHX Text Yazoo City
AutoCAD SHX Text Hickahala
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AUXILIARY
AutoCAD SHX Text 80___
AutoCAD SHX Text 0___
AutoCAD SHX Text 10___
AutoCAD SHX Text 30___
AutoCAD SHX Text 50___
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AutoCAD SHX Text River
AutoCAD SHX Text River
AutoCAD SHX Text D E S O T O
AutoCAD SHX Text M A R S H A L L
AutoCAD SHX Text B E N T O N
AutoCAD SHX Text T I P P A H
AutoCAD SHX Text U N I O N
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AutoCAD SHX Text T U N I C A
AutoCAD SHX Text P A N O L A
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AutoCAD SHX Text P O N O T O C
AutoCAD SHX Text C O A H O M A
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AutoCAD SHX Text Y A L O B U S H A
AutoCAD SHX Text C A L H O U N
AutoCAD SHX Text C H I C K A S A W
AutoCAD SHX Text G R E N A D A
AutoCAD SHX Text M O N T G O M E R Y
AutoCAD SHX Text W E B S T E R
AutoCAD SHX Text L E F L O R E
AutoCAD SHX Text C A R R O L L
AutoCAD SHX Text H O L M E S
AutoCAD SHX Text W A S H I N G T O N
AutoCAD SHX Text S H A R K E Y
AutoCAD SHX Text H U M P H R E Y S
AutoCAD SHX Text I S S A Q U E N A
AutoCAD SHX Text W A R R E N
AutoCAD SHX Text Y A Z O O
AutoCAD SHX Text B O L I V A R
AutoCAD SHX Text
RIVER
AutoCAD SHX Text River
AutoCAD SHX Text Holly Springs
AutoCAD SHX Text Big
AutoCAD SHX Text Black
AutoCAD SHX Text River
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AutoCAD SHX Text Bywy
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AutoCAD SHX Text Lobutcha
AutoCAD SHX Text Creek
AutoCAD SHX Text Pearl
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AutoCAD SHX Text Ross Barnett Reservoir
AutoCAD SHX Text Tuscolameta
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AutoCAD SHX Text Pearl
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AutoCAD SHX Text Bogue
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AutoCAD SHX Text West
AutoCAD SHX Text Hobolochitto
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AutoCAD SHX Text Pierre
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JACKSON
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AutoCAD SHX Text C H O C T A W
AutoCAD SHX Text W I N S T O N
AutoCAD SHX Text A T T A L A
AutoCAD SHX Text N E S H O B A
AutoCAD SHX Text K E M P E R
AutoCAD SHX Text L E A K E
AutoCAD SHX Text M A D I S O N
AutoCAD SHX Text S C O T T
AutoCAD SHX Text N E W T O N
AutoCAD SHX Text H I N D S
AutoCAD SHX Text R A N K I N
AutoCAD SHX Text S M I T H
AutoCAD SHX Text S I M P S O N
AutoCAD SHX Text C O P I A H
AutoCAD SHX Text C L A I B O R N E
AutoCAD SHX Text J E F F E R S O N
AutoCAD SHX Text A D A M S
AutoCAD SHX Text F R A N K L I N
AutoCAD SHX Text W I L K I N S O N
AutoCAD SHX Text P I K E
AutoCAD SHX Text W A L T H A L L
AutoCAD SHX Text L I N C O L N
AutoCAD SHX Text L A W R E N C E
AutoCAD SHX Text J E F F E R S O N D A V I S
AutoCAD SHX Text M A R I O N
AutoCAD SHX Text L A M A R
AutoCAD SHX Text W A S H I N G T O N
AutoCAD SHX Text P E A R L R I V E R
AutoCAD SHX Text H A N C O C K
AutoCAD SHX Text
MISSISSIPPI
AutoCAD SHX Text
LOUISIANA
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text Lonoke
AutoCAD SHX Text Stuttgart
AutoCAD SHX Text Bayou
AutoCAD SHX Text Meto
AutoCAD SHX Text Salt
AutoCAD SHX Text Little
AutoCAD SHX Text Wabbaseka
AutoCAD SHX Text Bayou
AutoCAD SHX Text Strong
AutoCAD SHX Text River
AutoCAD SHX Text P U L A S K I
AutoCAD SHX Text L O N O K E
AutoCAD SHX Text A R K A N S A S
AutoCAD SHX Text A M I T E
AutoCAD SHX Text Gillett
AutoCAD SHX Text
AutoCAD SHX Text McGehee
AutoCAD SHX Text Dumas
AutoCAD SHX Text
AutoCAD SHX Text Connerly
AutoCAD SHX Text Bayou
AutoCAD SHX Text Macon
AutoCAD SHX Text Lake
AutoCAD SHX Text Canal
AutoCAD SHX Text No.
AutoCAD SHX Text
AutoCAD SHX Text Calion Lake
AutoCAD SHX Text Little
AutoCAD SHX Text R
AutoCAD SHX Text Lake St John
AutoCAD SHX Text Bayou
AutoCAD SHX Text Big
AutoCAD SHX Text Bayou
AutoCAD SHX Text Caney
AutoCAD SHX Text Fleschmans
AutoCAD SHX Text B
AutoCAD SHX Text B
AutoCAD SHX Text Mill
AutoCAD SHX Text Tensas
AutoCAD SHX Text Bayou
AutoCAD SHX Text Russ
AutoCAD SHX Text Canal
AutoCAD SHX Text No. 4
AutoCAD SHX Text Canal
AutoCAD SHX Text No.
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text No.
AutoCAD SHX Text
AutoCAD SHX Text Canal
AutoCAD SHX Text Canal
AutoCAD SHX Text No.
AutoCAD SHX Text
AutoCAD SHX Text Black
AutoCAD SHX Text Pond
AutoCAD SHX Text Slough
AutoCAD SHX Text Bayou
AutoCAD SHX Text Macon
AutoCAD SHX Text Bayou
AutoCAD SHX Text Macon
AutoCAD SHX Text Boeuf River Diverson Canal No. 1
AutoCAD SHX Text Clay
AutoCAD SHX Text B
AutoCAD SHX Text B
AutoCAD SHX Text 146.4
AutoCAD SHX Text 6.2__
AutoCAD SHX Text 165__
AutoCAD SHX Text 75.5_
AutoCAD SHX Text 10.3_
AutoCAD SHX Text 9.6__
AutoCAD SHX Text 35.2_
AutoCAD SHX Text 13.9_
AutoCAD SHX Text 8.0__
AutoCAD SHX Text 7.1__
AutoCAD SHX Text Long
AutoCAD SHX Text Br
AutoCAD SHX Text Cocodrie
AutoCAD SHX Text Wild
AutoCAD SHX Text Cow
AutoCAD SHX Text Bayou
AutoCAD SHX Text Bayou
AutoCAD SHX Text Cheniere Lake
AutoCAD SHX Text Cheniere Creek
AutoCAD SHX Text Bawcomville
AutoCAD SHX Text Black River Lake
AutoCAD SHX Text Flood Wall
AutoCAD SHX Text Columbia
AutoCAD SHX Text Fulton
AutoCAD SHX Text Field
AutoCAD SHX Text B
AutoCAD SHX Text Maniece
AutoCAD SHX Text B
AutoCAD SHX Text Lewisville
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text Loggy
AutoCAD SHX Text Flate
AutoCAD SHX Text River
AutoCAD SHX Text 16.0_
AutoCAD SHX Text Bourbeaux
AutoCAD SHX Text B
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text Boyce
AutoCAD SHX Text Colfax
AutoCAD SHX Text
AutoCAD SHX Text Marksville
AutoCAD SHX Text Moncla
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text Collins
AutoCAD SHX Text Cr
AutoCAD SHX Text Satartia
AutoCAD SHX Text Wolf
AutoCAD SHX Text Lake
AutoCAD SHX Text Tokeba
AutoCAD SHX Text B
AutoCAD SHX Text Lake
AutoCAD SHX Text George
AutoCAD SHX Text Panther
AutoCAD SHX Text Creek
AutoCAD SHX Text
AUXILIARY
AutoCAD SHX Text
CHANNEL
AutoCAD SHX Text
LOWER
AutoCAD SHX Text Snake
AutoCAD SHX Text Cr
AutoCAD SHX Text Marksville
AutoCAD SHX Text Bee Lake
AutoCAD SHX Text Horseshoe Lake
AutoCAD SHX Text
AutoCAD SHX Text Tippo
AutoCAD SHX Text B
AutoCAD SHX Text Patterson
AutoCAD SHX Text Cr
AutoCAD SHX Text Marsh
AutoCAD SHX Text B
AutoCAD SHX Text Turkey
AutoCAD SHX Text B
AutoCAD SHX Text B
AutoCAD SHX Text Gin
AutoCAD SHX Text Miss River Levees 0+00
AutoCAD SHX Text Ark River Levees 4519+76
AutoCAD SHX Text Jones
AutoCAD SHX Text Bayou
AutoCAD SHX Text Mound
AutoCAD SHX Text B
AutoCAD SHX Text Black
AutoCAD SHX Text Bayou
AutoCAD SHX Text Parks
AutoCAD SHX Text B
AutoCAD SHX Text Bogue
AutoCAD SHX Text Hasty
AutoCAD SHX Text Snake
AutoCAD SHX Text Cr
AutoCAD SHX Text Clear
AutoCAD SHX Text Cr
AutoCAD SHX Text Ditchlow
AutoCAD SHX Text B
AutoCAD SHX Text Twin Lake Bayou
AutoCAD SHX Text Bogue Phalia
AutoCAD SHX Text Cutoff
AutoCAD SHX Text Lake Bolivar
AutoCAD SHX Text Swan Lake
AutoCAD SHX Text Lake Washington
AutoCAD SHX Text Bayou
AutoCAD SHX Text Dowling
AutoCAD SHX Text River
AutoCAD SHX Text Hushpuckena
AutoCAD SHX Text Whiting Lake
AutoCAD SHX Text Mill
AutoCAD SHX Text Hull
AutoCAD SHX Text Cr
AutoCAD SHX Text Br
AutoCAD SHX Text Moon Lake
AutoCAD SHX Text Yazoo Pass
AutoCAD SHX Text 207.0
AutoCAD SHX Text 7.8__
AutoCAD SHX Text 21.0_
AutoCAD SHX Text 27.5_
AutoCAD SHX Text 4.7__
AutoCAD SHX Text 5.2__
AutoCAD SHX Text 7.5__
AutoCAD SHX Text 69.7_
AutoCAD SHX Text 9.4__
AutoCAD SHX Text 4.0__
AutoCAD SHX Text 4.1__
AutoCAD SHX Text B
AutoCAD SHX Text Fighting
AutoCAD SHX Text 12.3_
AutoCAD SHX Text 5.6__
AutoCAD SHX Text 78.6_
AutoCAD SHX Text 9.8__
AutoCAD SHX Text 6.5__
AutoCAD SHX Text 14.0_
AutoCAD SHX Text Wasp Lake
AutoCAD SHX Text Abandoned Lock & Dam
AutoCAD SHX Text 22.2_
AutoCAD SHX Text 69.4_
AutoCAD SHX Text 12.5_
AutoCAD SHX Text Dawson
AutoCAD SHX Text B
AutoCAD SHX Text 17.5_
AutoCAD SHX Text 4.2__
AutoCAD SHX Text 2.5__
AutoCAD SHX Text 7.8__
AutoCAD SHX Text
LOUISIANA
AutoCAD SHX Text
ARKANSAS
AutoCAD SHX Text
TENNESSEE
AutoCAD SHX Text
MISSISSIPPI
AutoCAD SHX Text
TEXAS
AutoCAD SHX Text McKinney
AutoCAD SHX Text B
AutoCAD SHX Text Lafourche
AutoCAD SHX Text Garland City
AutoCAD SHX Text Mathews Brake
AutoCAD SHX Text Alligator-Catfish
AutoCAD SHX Text Bayous
AutoCAD SHX Text Bayou
AutoCAD SHX Text Big
AutoCAD SHX Text Choctaw
AutoCAD SHX Text Bayou
AutoCAD SHX Text Boeuf
AutoCAD SHX Text L
AutoCAD SHX Text Staulkinghead Creek
AutoCAD SHX Text Little
AutoCAD SHX Text River
AutoCAD SHX Text Pearl
AutoCAD SHX Text West
AutoCAD SHX Text River
AutoCAD SHX Text Pearl
AutoCAD SHX Text River
AutoCAD SHX Text Tunica Lake
AutoCAD SHX Text Lake Chicot
AutoCAD SHX Text Lake Providence
AutoCAD SHX Text Cocodrie Pumping Plant
AutoCAD SHX Text Flood Wall
AutoCAD SHX Text Eagle Lake
AutoCAD SHX Text Lake Mary
AutoCAD SHX Text Lake Iatt
AutoCAD SHX Text Saline Lake
AutoCAD SHX Text Clear Lake
AutoCAD SHX Text Lake Bistineau
AutoCAD SHX Text D'Arbonne Lake
AutoCAD SHX Text Lake Claiborne
AutoCAD SHX Text Badcau Lake
AutoCAD SHX Text Cypress Bayou Reservoir
AutoCAD SHX Text Cross Lake
AutoCAD SHX Text Corney Lake
AutoCAD SHX Text Lake Erling
AutoCAD SHX Text Black Bayou Lake
AutoCAD SHX Text Black Lake
AutoCAD SHX Text L O U I S I A N A
AutoCAD SHX Text Bayou
AutoCAD SHX Text Sara
AutoCAD SHX Text Thompson
AutoCAD SHX Text Cr
AutoCAD SHX Text River
AutoCAD SHX Text Amite
AutoCAD SHX Text Wallace
AutoCAD SHX Text Bayou
AutoCAD SHX Text Bayou
AutoCAD SHX Text Rigolette
AutoCAD SHX Text 0.0_
AutoCAD SHX Text 33.3__
AutoCAD SHX Text 0.0_
AutoCAD SHX Text 210.5
AutoCAD SHX Text Canal
AutoCAD SHX Text No.
AutoCAD SHX Text
AutoCAD SHX Text Ext.
AutoCAD SHX Text 50.2_
AutoCAD SHX Text 0.0____
AutoCAD SHX Text 33.4_
AutoCAD SHX Text 0.0
AutoCAD SHX Text Canal
AutoCAD SHX Text No.
AutoCAD SHX Text
AutoCAD SHX Text Ext.
AutoCAD SHX Text 11.3____
AutoCAD SHX Text 0.0_
AutoCAD SHX Text Bayou
AutoCAD SHX Text Rapides
AutoCAD SHX Text 35.0____
AutoCAD SHX Text 4.8____
AutoCAD SHX Text White
AutoCAD SHX Text River
AutoCAD SHX Text David
AutoCAD SHX Text Burrell
AutoCAD SHX Text Bayou
AutoCAD SHX Text Bayou
AutoCAD SHX Text 23.2__
AutoCAD SHX Text Old
AutoCAD SHX Text Bayou
AutoCAD SHX Text Bobo
AutoCAD SHX Text 14.9__
AutoCAD SHX Text R
AutoCAD SHX Text Tallahatchie
AutoCAD SHX Text Little
AutoCAD SHX Text Deep
AutoCAD SHX Text B
AutoCAD SHX Text Tucker
AutoCAD SHX Text B
AutoCAD SHX Text 32.50
AutoCAD SHX Text Bayou
AutoCAD SHX Text 35.0____
AutoCAD SHX Text Bayou
AutoCAD SHX Text Bayou
AutoCAD SHX Text Meto
AutoCAD SHX Text Big
AutoCAD SHX Text Meto
AutoCAD SHX Text Bayou
G-401
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0 3 6
MILES
GENERAL SITE LOCATION MAP
SCALE: 1" = 3 MILES
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C i t y
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M a p d w g
A l y
YAZOO CITY PUMP STATION TRASH RAKE
LAT.=32°50'06.37"N
LONG.=90°26'26.14"W
REQUIRED ROW
N= 1213242.68
E= 2263481.29
REQUIRED ROW
N= 1213144.87
E= 2263521.29
REQUIRED ROW
LDA - 3
N= 1212919.82
E= 2263855.15
REQUIRED ROW
N= 1213264.69
E= 2263661.17
REQUIRED ROW
N= 1213237.03
E= 2263538.82
REQUIRED ROW
LDA - 4
N= 1212859.03
E= 2263719.16
30' ROW
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EXISTING YAZOO CITY PUMP STATION
EXISTING INTAKE STRUCTURE
REQUIRED ROW
N= 1212870.54
E= 2263746.87
30' ROW
EXISTING RAILROAD TRACKS
EXISTING RAILROAD TRACKS
PP4
PP1
PP5
PP3
PP2
S-101 RELIEF WELL
N-101 RELIEF WELL
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PIEZ. CD-01
REQUIRED ROW
N= 1212787.60
E= 2263781.05
REQUIRED ROW
N= 1212753.15
E= 2263781.05
REQUIRED ROW
N= 1212733.18
E= 2263742.06
REQUIRED ROW
N= 1212759.89
E= 2263728.38
REQUIRED ROW
N= 1212771.49
E= 2263751.05
REQUIRED ROW
N= 1212781.70
E= 2263751.05
REQUIRED ROW
N= 1213248.53
E= 2263418.31
REQUIRED ROW
N= 1213222.99
E= 2263434.91
REQUIRED ROW
N= 1213293.80
E= 2263524.93
LDA - 1
N= 1212957.86
E= 2263650.75
LDA - 2
N= 1213036.06
E= 2263789.77
CONTRACTOR LAYDOWN AREA
1-75 RELIEF WELL
2-75 RELIEF WELL
G-402
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AERIAL PHOTOGRAPH - ROW LIMITS
SCALE: 1" = 30 FEET
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A l y
TABULATION OF PIEZOMETERS
P-1-75
P-3-75
P-4-75
P-5-75
ITEM DESCRIPTION DISPOSITION
1213100.51'
1213233.99'
1213294.55'
1213294.55'
2263635.48'
2263569.07'
2263640.80'
2263640.80'
NORTHING EASTING
DO NOT DISTURB
DO NOT DISTURB
DO NOT DISTURB
DO NOT DISTURB
TABULATION OF POWERPOLES
PP1
PP2
PP3
PP4
PP5
WOOD POWER POLE
ITEM DESCRIPTION DISPOSITION
1212968.64'
1213022.60'
1213105.87'
1213072.20'
1213241.80'
2263562.24'
2263637.01'
2263595.59'
2263538.85'
2263489.85'
NORTHING EASTING
DO NOT DISTURB
WOOD POWER POLE DO NOT DISTURB
WOOD POWER POLE DO NOT DISTURB
WOOD POWER POLE DO NOT DISTURB
WOOD POWER POLE DO NOT DISTURB
CD-01
F
G
H
PIEZOMETER 1212803.20'
1213082.36'
1213070.30'
1213006.87'
2263814.36'
2263594.51'
2263533.07'
2263487.96'
DO NOT DISTURB
DO NOT DISTURB
DO NOT DISTURB
DO NOT DISTURB
I 1213015.65' 2263480.66'DO NOT DISTURB
P-8-75 1213021.61' 2263707.07'DO NOT DISTURB
PIEZOMETER
PIEZOMETER
PIEZOMETER
PIEZOMETER
PIEZOMETER
PIEZOMETER
PIEZOMETER
PIEZOMETER
PIEZOMETER
NOTES:
1. THE LOCATION AND SPACING OF EXISTING UTILITIES ARE APPROXIMATE.
CONTRACTOR SHALL VERIFY THE LOCATIONS OF UTILITIES PRIOR TO
CONSTRUCTION.
2. THE CONTRACTOR MUST MAINTAIN A SAFE CLEARANCE DISTANCE OF AT LEAST
25 FEET FROM THE RAILROAD TRACK. THIS CLEARANCE INCLUDES THE FULL
SWING RADIUS OF THE EQUIPMENT WHETHER THE FULL SWING RADIUS IS BEING
USED OR NOT. IF A CONTRACTOR CANNOT MAINTAIN A CLEAR DISTANCE OF 25
FEET FROM THE TRACK, A RIGHT OF ENTRY LICENSE AGREEMENT WITH CN
RAILROAD IS REQUIRED.
WATER EDGE
WATER EDGE
TOP OF RIPRAP SLOPE
TOP OF RIPRAP SLOPE
GRAVEL DRIVE
OUTER CURB
OUTER CURB
DIRT DRIVE
IRON FENCE
GATE POST
TO REMAIN
GATE POST
TO BE
REMOVED
CONCRETE RIPRAP DITCH
TOE OF RAILROAD ROCK
TOE OF RAILROAD ROCK
ELECTRIC PANEL
PP4
PP1
PP5
N-3-01
N-5-01
N-7-01
N-2-01
N-1-01
S-1-01
S-2-01
S-3-01
S-4-01
S-5-01
S-7-01
S-8-01
IRON FENCE
N-4-01
N-6-01 N-8-01
S-6-01
INNER CURB
C/L CONCRETE DRIVE
INNER CURB
C/L CONCRETE DRIVE
GRAVEL DRIVE
TOP OF RIPRAP
TOP OF RIPRAP
PP3
INTAKE STRUCTURE
PP2
BM YZPP-2
BM YZPP-1
1+00 INLET
1+50 INLET
2+00 INLET
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PIEZ. CD-01
1-75
2-75
T
LEGEND
DEEP WELL (STAINLESS STEEL)
DEEP WELL & PIEZOMETER
PIEZOMETER
BENCHMARK
C-101
E X
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N
F
S
H E
L B
Y
F
S
H E
L B
Y
B
G
R I F
F I N
D A
V
W
A L L A
C E
P
E
A N
S I
D
X X
X X
X X
X
X X
X
X X
X
W E
E B
M A
Y
V I C
K S
B U
R G
M
S
A C
C
T I O
N
V I C
K S
B U
S
T R
I C
T
Y A
Z O
O
R
I V
E R
F C
M
R
T
Y
A Z
V
S
I N
Y A
Z O
O
C
I T
Y
P
U M
P
S
T A
T I O
N
T
R A
K
E
Y A
Z O
O
C
O U
N T
Y
M
S
B
C O
V
I E
W
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
I T
T E
D
B
Y
C H
E C
K E
D
B
Y
D R
A W
N
B
Y
D E
S I G
N E
D
B
Y
C O
N T
R A
S O
L I C
I T
A T
I O
N
N
O
I S
S U
E
D
A T
E
S I Z
E
M A
R K
D E
S C
R I P
T I O
N D
A T
E
SHEET ID
US Army Corps of Engineers
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
0 35 70
FEET
EXISTING SITE CONDITIONS PLAN
SCALE: 1" = 35 FEET
P
A C
M E
P r o j e c t s Y a z o o
C i t y
P u m p
S t a t i o n
T r a k e
S h e e t s a d e l s C
E x i s t i n g
C o n d i t i o n s
P l a n d w g
P
A C
M E
P r o j e c t s Y a z o o
C i t y
P u m p
S t a t i o n
T r a k e
S h e e t s a d e l s C
E x i s t i n g
C o n d i t i o n s
P l a n d w g
A l y
CONTROL POINTS
HORIZONTAL DATA BASED ON MISSISSIPPI STATE PLANE
COORDINATES WEST ZONE (2011) NAD83 (2017) NAVD 88
NAME
1+00 INLET
1+50 INLET
2+00 INLET
BM YZPP-1
BM YZPP-2
NORTHING
1213299.41'
1213308.41'
1213317.32'
1213199.46'
1213144.04'
EASTING
2263677.49'
2263726.61'
2263775.88'
2263464.20'
2263377.55'
ELEVATION
102.94'
102.72'
102.74'
111.88'
110.44'
DESCRIPTIONS
1+00 INLET
1+50 INLET
2+00 INLET
BM YZPP-1
BM YZPP-2
DISPOSITION TABLE
S-1-01
S-2-01
S-3-01
S-4-01
S-5-01
S-6-01
S-7-01
S-8-01
N-1-01
N-3-01
N-4-01
N-5-01
N-6-01
N-7-01
N-8-01
N-2-01
1213082.63'
1213088.62'
1213108.09'
1213113.50'
1213119.05'
1213116.74'
1213105.28'
1213094.83'
1213151.18'
1213175.54'
1213182.48'
1213192.25'
1213197.05'
1213202.75'
1213197.93'
1213172.27'
2263673.39'
2263688.53'
2263703.85'
2263733.11'
2263759.91'
2263795.39'
2263826.22'
2263836.21'
2263633.91'
2263664.87'
2263682.25'
2263706.51'
2263734.54'
2263769.87'
2263800.32'
2263640.26'
WELL NO. NORTHING EASTING
NOTES:
1. EXISTING GROUND SURVEY DATA WAS COLLECTED IN 2022.
2. MISSISSIPPI STATE PLANE COORDINATES WEST ZONE (2011) NAD83 (2017).
ELEVATIONS IN FEET, NAVD88.
3. EXISTING RIPRAP REQUIRED TO BE REMOVED FOR LOADING PAD EMBANKMENT
CONSTRUCTION. CAN BE STOCKPILED, AND REUSED.
4. PIEZOMETER AND WELL LOCATIONS ARE APPROXIMATE. CONTRACTOR
SHALL VERIFY THEIR EXACT LOCATIONS PRIOR TO CONSTRUCTION.
CONTRACTOR IS INSTRUCTED TO USE EXTREME CAUTION WHILE DIGGING
AROUND EACH. PIEZOMETERS AND RELIEF WELLS SHOULD BE
PROTECTED DURING CONSTRUCTION.
1-75 1213125.05' 2263604.89'
2-75 1213083.06' 2263631.94'
NEW CONCRETE DRIVE
NEW CURB
EXISTING INTAKE STRUCTURE
C/L OF EXISTING CONCRETE DRIVE
EXISTING OUTER CURB
TO REMAIN
EXISTING INNER CURB
TO BE REMOVED
NEW CURB
NEW CONCRETE DRIVE
C/L OF EXISTING CONCRETE DRIVE
EXISTING OUTER CURB
TO REMAIN
EXISTING INNER CURB
TO BE REMOVED
R
W
R
W
R
W
R
W
R
W
R
W
R
W
R
W
R
W
R
W
R
W
R
W
R
W
R
W
R
W
R
W
R
W
R
W
R
W
R
W
R
W
R
W
R
W
R
W
R
W
R
W
R
W
R
W
R
W
R
W
R
W
R
W
R
W
R
W
R
W
R
W
R
W
R
M
I
T
S
R
M
I
T
S
R
M
I T
S
R
M
I T
S
R
M
I
T
S
R
M
I
T
S
R
M
I
T
S
R
M
I
T
S
R
M
I
T
S
R
M
I
T
S
EXISTING INNER CURB
SEE C-501 FOR MORE INFORMATION
C
C
C
L
L
L3
L
L
L6
L7
L
L
PP4
PP1
PP5
PP3
PP2
S-101
RAISE N-101.
SEE SHEET M-101
FOR MORE INFORMATION.
TOP OF EXISTING RIPRAP SLOPE
TOP OF EXISTING RIPRAP SLOPE
LIMITS OF NEW RIPRAP.
LIMITS OF NEW RIPRAP.
GRAVEL OVERLAY
OF EXISTING DRIVE
GATE POST
NEW GATE
POST
IRON FENCE
IRON FENCE
LINE TABLE: ALIGNMENTS
LINE #
L1
L2
L3
L4
L5
L6
L7
L8
L9
LENGTH
73.41'
27.10'
14.62'
46.25'
3.68'
12.53'
14.71'
9.52'
77.16'
DIRECTION
N20° 17' 27.74"W
N00° 15' 01.99"W
N89° 38' 13.29"W
N32° 26' 56.46"W
N55° 27' 33.55"E
N32° 39' 46.71"E
N57° 20' 13.29"W
S39° 58' 43.79"W
N48° 03' 11.91"W
START
STATION
0+00.00
0+86.44
1+13.54
1+28.16
1+74.40
1+78.08
1+90.61
2+05.32
2+60.32
START
NORTHING
1212977.49
1213058.41
1213085.52
1213085.61
1213124.63
1213126.72
1213137.27
1213145.21
1213171.85
START
EASTING
2263684.67
2263654.30
2263654.18
2263639.56
2263614.75
2263617.78
2263624.54
2263612.16
2263575.93
END
STATION
0+73.41
1+13.54
1+28.16
1+74.40
1+78.08
1+90.61
2+05.32
2+14.85
3+37.47
END
NORTHING
1213046.35
1213085.52
1213085.61
1213124.63
1213126.72
1213137.27
1213145.21
1213137.91
1213223.43
END
EASTING
2263659.21
2263654.18
2263639.56
2263614.75
2263617.78
2263624.54
2263612.16
2263606.04
2263518.54
CURVE TABLE: ALIGNMENTS
CURVE #
C1
C2
C3
RADIUS
200.00'
205.00'
200.00'
LENGTH
13.03'
21.53'
23.94'
DELTA
3°43'58"
6°01'01"
6°51'32"
CHORD DIRECTION
N22° 09' 26.98"W
N38° 11' 09.29"W
N44° 37' 25.93"W
CHORD LENGTH
13.03'
21.52'
23.93'
PC
STATION
0+73.41
2+14.85
2+36.38
PC
NORTHING
1213046.35
1213137.91
1213154.82
PC
EASTING
2263659.21
2263606.04
2263592.73
PT
STATION
0+86.44
2+36.38
2+60.32
PT
NORTHING
1213058.41
1213154.82
1213171.85
PT
EASTING
2263654.30
2263592.73
2263575.93
C-102
C O
M P
L E
T E
D
S
I T
E
C
O N
D I T
I O
A
N
F
S
H E
L B
Y
F
S
H E
L B
Y
B
G
R I F
F I N
D A
V
W
A L L A
C E
P
E
A N
S I
D
X X
X X
X X
X
X X
X
X X
X
W E
E B
M A
Y
V I C
K S
B U
R G
M
S
A C
C
T I O
N
V I C
K S
B U
S
T R
I C
T
Y A
Z O
O
R
I V
E R
F C
M
R
T
Y
A Z
V
S
I N
Y A
Z O
O
C
I T
Y
P
U M
P
S
T A
T I O
N
T
R A
K
E
Y A
Z O
O
C
O U
N T
Y
M
S
B
C O
V
I E
W
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
I T
T E
D
B
Y
C H
E C
K E
D
B
Y
D R
A W
N
B
Y
D E
S I G
N E
D
B
Y
C O
N T
R A
S O
L I C
I T
A T
I O
N
N
O
I S
S U
E
D
A T
E
S I Z
E
M A
R K
D E
S C
R I P
T I O
N D
A T
E
SHEET ID
US Army Corps of Engineers
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
0 30 60
FEET
COMPLETED SITE CONDITIONS PLAN
SCALE: 1" = 30 FEET
P
A C
M E
P r o j e c t s Y a z o o
C i t y
P u m p
S t a t i o n
T r a k e
S h e e t s a d e l s C
S i l a n d w g
P
A C
M E
P r o j e c t s Y a z o o
C i t y
P u m p
S t a t i o n
T r a k e
S h e e t s a d e l s C
S i a n d w g
A l y
NOTES:
1. EXISTING GROUND SURVEY DATA WAS COLLECTED IN 2022.
2. MISSISSIPPI STATE PLANE COORDINATES WEST ZONE (2011)
NAD83 (2017). ELEVATIONS IN FEET, NAVD88.
3. SILT FENCES SHALL BE CONSTRUCTED ON THE DOWNHILL SIDE
OF ALL STOCKPILES, NEWLY CONSTRUCTED EMBANKMENTS,
AND EXPOSED CUT AREAS TO PREVENT SEDIMENT FROM
ENTERING THE CREEK. SEE SHEET C-502 FOR MORE DETAILS.
4. GENERAL SITE AREA SHALL BE SLOPED TO DRAIN.
REFERENCES:
1. FOR TYPICAL DETAILS, SEE SHEET C-501.
2. FOR STORM WATER POLLUTION PREVENTION PLAN - TYPICAL
DETAILS, SEE SHEET C-502.
E V
A T
I O
N
E L
E V
A T
I O
N
STA. 10+00
0 10 20 30 400-10-20
E L
E V
A T
I O
N
E L
E V
A T
I O
N
STA. 10+25
0 10 20 30 400-10-20
E L
E V
A T
I O
N
E L
E V
A T
I O
N
STA. 10+50
0 10 20 30 400-10-20
E L
E V
A T
I O
N
E L
E V
A T
I O
N
STA. 10+75
0 10 20 30 400-10-20
E L
E V
A T
I O
N
E L
E V
A T
I O
N
STA. 11+00
0 10 20 30 400-10-20
E L
E L
E
L
E L
E L
E L
-1.05%
E L
E L
E L
-1.00% 2
E L
E L
E L
E
L
E L
-1.00%
E L
E L
E L
0.00%
E L
E V
A T
I O
N
E L
E V
A T
I O
N
STA. 11+03
0 10 20 30 400-10-20
E L
E L
E L
0.08%
24" - R200 RIPRAP
SEE SHEET C-501
FOR MORE INFORMATION
24" - R200 RIPRAP
SEE SHEET C-501
FOR MORE INFORMATION
C-301
R O
A D
W A
Y
C
R O
C
T I O
N S
S T
A
F
S
H E
L B
Y
F
S
H E
L B
Y
B
G
R I F
F I N
D A
V
W
A L L A
C E
P
E
A N
S I
D
X X
X X
X X
X
X X
X
X X
X
W E
E B
M A
Y
V I C
K S
B U
R G
M
S
A C
C
T I O
N
V I C
K S
B U
S
T R
I C
T
Y A
Z O
O
R
I V
E R
F C
M
R
T
Y
A Z
V
S
I N
Y A
Z O
O
C
I T
Y
P
U M
P
S
T A
T I O
N
T
R A
K
E
Y A
Z O
O
C
O U
N T
Y
M
S
B
C O
V
I E
W
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
I T
T E
D
B
Y
C H
E C
K E
D
B
Y
D R
A W
N
B
Y
D E
S I G
N E
D
B
Y
C O
N T
R A
S O
L I C
I T
A T
I O
N
N
O
I S
S U
E
D
A T
E
S I Z
E
M A
R K
D E
S C
R I P
T I O
N D
A T
E
SHEET ID
US Army Corps of Engineers
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
P
A C
M E
P r o j e c t s Y a z o o
C i t y
P u m p
S t a t i o n
T r a k e
S h e e t s a d e l s C
C r o s s
S e c t i o n
S h e e t s d w g
P
A C
M E
P r o j e c t s Y a z o o
C i t y
P u m p
S t a t i o n
T r a k e
S h e e t s a d e l s C
C r o s s
S e c t i o n
S h e e t s d w g
A l y
1. ALL UNITS ARE U.S. SURVEY FOOT.
2. ALL QUANTITIES ARE ESTIMATES.
3. STATIONING SHOWN IS EXISTING ROADWAY EDGE OF PAVEMENT.
4. FROM STA.11+30.42 TO STA.11+70.53 DO NOT DISTURB.
5. CROSS SECTIONS ARE VERTICALLY EXAGGERATED.
NOTES
LEGEND
FILL
CUT
EXISTING GROUND
NEW ROAD AND CURB
A1
CROSS SECTIONS
SCALE: 1"=10'
10' 20'0
E V
A T
I O
N
E L
E V
A T
I O
N
STA. 11+75
0 10 20 30 400-10-20
E L
E V
A T
I O
N
E L
E V
A T
I O
N
STA. 12+00
0 10 20 30 400-10-20
E L
E L
E L
0.04%
E L
E L
E L
-1.00%
E L
E V
A T
I O
N
E L
E V
A T
I O
N
STA. 11+10
0 10 20 30 400-10-20
E L
E L
E L
0.01%
E L
E V
A T
I O
N
E L
E V
A T
I O
N
STA. 11+17
0 10 20 30 400-10-20
E L
E L
E L
0.00%
E L
E V
A T
I O
N
E L
E V
A T
I O
N
STA. 11+78
0 10 20 30 400-10-20
E L
E L
E L
0.03%
E L
E V
A T
I O
N
E L
E V
A T
I O
N
STA. 11+91
0 10 20 30 400-10-20
E L
E L
E L
E
L
E L
-1.02%
24" - R200 RIPRAP
SEE SHEET C-501
FOR MORE INFORMATION
24" - R200 RIPRAP
SEE SHEET C-501
FOR MORE INFORMATION
24" - R200 RIPRAP
SEE SHEET C-501
FOR MORE INFORMATION
24" - R200 RIPRAP
SEE SHEET C-501
FOR MORE INFORMATION
C-302
R O
A D
W A
Y
C
R O
C
T I O
N S
S T
A
F
S
H E
L B
Y
F
S
H E
L B
Y
B
G
R I F
F I N
D A
V
W
A L L A
C E
P
E
A N
S I
D
X X
X X
X X
X
X X
X
X X
X
W E
E B
M A
Y
V I C
K S
B U
R G
M
S
A C
C
T I O
N
V I C
K S
B U
S
T R
I C
T
Y A
Z O
O
R
I V
E R
F C
M
R
T
Y
A Z
V
S
I N
Y A
Z O
O
C
I T
Y
P
U M
P
S
T A
T I O
N
T
R A
K
E
Y A
Z O
O
C
O U
N T
Y
M
S
B
C O
V
I E
W
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
I T
T E
D
B
Y
C H
E C
K E
D
B
Y
D R
A W
N
B
Y
D E
S I G
N E
D
B
Y
C O
N T
R A
S O
L I C
I T
A T
I O
N
N
O
I S
S U
E
D
A T
E
S I Z
E
M A
R K
D E
S C
R I P
T I O
N D
A T
E
SHEET ID
US Army Corps of Engineers
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
P
A C
M E
P r o j e c t s Y a z o o
C i t y
P u m p
S t a t i o n
T r a k e
S h e e t s a d e l s C
C r o s s
S e c t i o n
S h e e t s d w g
P
A C
M E
P r o j e c t s Y a z o o
C i t y
P u m p
S t a t i o n
T r a k e
S h e e t s a d e l s C
C r o s s
S e c t i o n
S h e e t s d w g
A l y
1. ALL UNITS ARE U.S. SURVEY FOOT.
2. ALL QUANTITIES ARE ESTIMATES.
3. STATIONING SHOWN IS EXISTING ROADWAY EDGE OF PAVEMENT.
4. FROM STA.11+30.42 TO STA.11+70.53 DO NOT DISTURB.
5. CROSS SECTIONS ARE VERTICALLY EXAGGERATED.
NOTES
LEGEND
FILL
CUT
EXISTING GROUND
NEW ROAD AND CURB
A1
CROSS SECTIONS
SCALE: 1"=10'
10' 20'0
E V
A T
I O
N
E L
E V
A T
I O
N
STA. 12+25
0 10 20 30 400-10-20
E L
E V
A T
I O
N
E L
E V
A T
I O
N
STA. 12+50
0 10 20 30 400-10-20
E L
E V
A T
I O
N
E L
E V
A T
I O
N
STA. 12+75
0 10 20 30 400-10-20
E L
E V
A T
I O
N
E L
E V
A T
I O
N
STA. 13+00
0 10 20 30 400-10-20
E L
E V
A T
I O
N
E L
E V
A T
I O
N
STA. 13+14
0 10 20 30 400-10-20
E L
E L
E L
E
L
E L
-1.00%
E L
E L
E L
-1.00%
E L
E L
E L
E
L
E L
-1.03%
E L
E L
E L
-1.00%
E L
E L
E V
A T
I O
N
E L
E V
A T
I O
N
STA. 13+13
0 10 20 30 400-10-20
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C-303
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D
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S I Z
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M A
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D E
S C
R I P
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SHEET ID
US Army Corps of Engineers
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
P
A C
M E
P r o j e c t s Y a z o o
C i t y
P u m p
S t a t i o n
T r a k e
S h e e t s a d e l s C
C r o s s
S e c t i o n
S h e e t s d w g
A l y
1. ALL UNITS ARE U.S. SURVEY FOOT.
2. ALL QUANTITIES ARE ESTIMATES.
3. STATIONING SHOWN IS EXISTING ROADWAY EDGE OF PAVEMENT.
4. FROM STA.11+30.42 TO STA.11+70.53 DO NOT DISTURB.
5. CROSS SECTIONS ARE VERTICALLY EXAGGERATED.
NOTES
LEGEND
FILL
CUT
EXISTING GROUND
NEW ROAD AND CURB
A1
CROSS SECTIONS
SCALE: 1"=20'
10' 20'0
P
A C
M E
P r o j e c t s Y a z o o
C i t y
P u m p
S t a t i o n
T r a k e
S h e e t s a d e l s C
C r o s s
S e c t i o n
S h e e t s d w g
10'
NEW CONCRETE DRIVE
EXISTING OUTER CURB
TO REMAIN
NEW CURB
WITH 4" RADIUS
EXISTING INNER CURB
TO BE REMOVED
SEE TYPICAL EXPANSION JOINT
DETAIL FOR MORE INFORMATION.
EXISTING CONCRETE DRIVE
NEW - 6" CONCRETE DRIVE
5' SHOULDER
EXISTING GROUND
EXISTING GROUND
VARIES
1.00% SLOPE
6"
EXISTING CONCRETE DRIVE
TO REMAIN
VARIES
NEW - 8" OF 610 CRUSHED STONE
COMPACTED FILL
1.00% SLOPE
WWF 6X6 - W11XW11
SEE NOTE 4.
NEW - 6" OF COMPACTED FILL
WWF 6X6 - W11XW11
SEE NOTE 4.
3"
NEW - 8" OF 610 CRUSHED STONE
12'
C-501
T Y
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S I Z
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M A
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D E
S C
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N D
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SHEET ID
US Army Corps of Engineers
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
P
A C
M E
P r o j e c t s Y a z o o
C i t y
P u m p
S t a t i o n
T r a k e
S h e e t s a d e l s C
T y p i c a l
S e c t i o n s d w g
P
A C
M E
P r o j e c t s Y a z o o
C i t y
P u m p
S t a t i o n
T r a k e
S h e e t s a d e l s C
T y p i c a l
S e c t i o n s d w g
A l y
K1
TYPICAL SECTION - CONCRETE DRIVE
SCALE: 1"=1'
LIMITS OF CONSTRUCTION
STA. 10+00.00 - STA. 11+30.42
STA. 11+70.53 - STA. 13+18.49
CURB REMOVAL BEGINS AT
STA.10+00.00 - STA. 11+30.42
CURB TO REMAIN IN PLACE
STA. 11+30.42 - STA.11+70.53
CURB REMOVAL CONTINUES FROM
STA. 11+70.53 - STA. 13.18.49
1' 2'0
NOTES:
1. CONTRACTOR SHALL SPACE CONTROL JOINTS AT 30'
O.C. MINIMUM.
2. THE USE OF #5 REBAR AT 12" O.C. IN PLACE OF THE
W.W.F. IS ALLOWABLE.
3. CONTRACTOR SHALL SAWCUT FOR THE REMOVAL OF
THE EXISTING CURB. THE EXPANSION JOINT BETWEEN
THE EXISTING ROADWAY AND NEW ROADWAY SHALL
BE 1/2" WITH 6" JOINT FILLER AND SEALANT.
4. REBAR SHALL HAVE A MINIMUM OF 3" OF COVER.
G1
TYPICAL SECTION - GRAVEL DRIVE
SCALE: 1"=1'
EXISTING CONCRETE DRIVE
C
L R
T
Y P
FINISHED GRADE
9" - BEDDING STONE #2
24" - R200 RIPRAP
COMPACTED FILL
B3
TYPICAL SECTION - RIPRAP
SCALE: N.T.S.
B10
TYPICAL SECTION - EXPANSION/CONSTRUCTION JOINT
SCALE: N.T.S.
8" - 610 CRUSHED STONE
" PRE-MOLDED
EXPANSION FILLER STRIP
" RADIUS
WWF 6X6 - W11XW11
" RADIUS
JOINT SEALANT
COMPACTED FILL
1' 2'0
V A
R I E
S
O
R
FLOW
M
I N
NOTES:
1. INSPECT AND REPAIR FENCE AFTER EACH STORM EVENT AND REMOVE
SEDIMENT WHEN NECESSARY.
2. REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL
NOT CONTRIBUTE SEDIMENT OFF-SITE AND CAN BE PERMANENTLY
STABILIZED.
3. SILT SCREEN FENCE SHALL BE PLACED ALONG SLOPE CONTOURS TO
MAXIMIZE PONDING EFFICIENCY.
4. SILT SCREEN FENCE SHALL BE PLACED ALONG TOP BANK PRIOR TO
CLEARING AND GRUBBING AND REMAIN IN PLACE UNTIL PERMANENT STABILIZATION
PRACTICES ARE STARTED.
5. THE ENVIRONMENTAL PROTECTION CONTROLS SHOWN IN
THE CONTRACT DRAWINGS MAY NOT FULLY ADDRESS ALL
CONCERNS AND PERMIT REQUIREMENTS, BUT ARE PROVIDED
TO ESTABLISH A MINIMUM LEVEL OF PROTECTION REQUIRED AT
ALL TIMES. THE CONTRACTOR SHALL CONSIDER HIS WORK
OPERATIONS, METHODS, AND CURRENT SITE CONDITIONS TO
DEVELOP A COMPLETE PLAN, INCLUDING ADDITIONAL PROTECTION
MEASURES AS REQUIRED, TO ASSURE ADEQUATE PERFORMANCE
AND COMPLIANCE WITH ALL CONTRACT DOCUMENTS, REGULATIONS,
AND PERMITS. REFERENCE SECTION 01 57 20.00 09 ENVIRONMENTAL
PROTECTION AND SECTION 01 57 23.00 09 STORM WATER POLLUTION
PREVENTION PLAN FOR ADDITIONAL REQUIREMENTS.
6. WATTLE DITCH CHECK CAN BE USED FOR VELOCITY REDUCTION AND CONTROL
OF SEDIMENT TRANSPORT UNDER LOW TO MEDIUM FLOW CONDITIONS.
7. THE PLACEMENT INTERVAL BETWEEN WATTLE DITCH CHECKS SHALL BE 100'
UNLESS SHOWN OTHERWISE ON THE PLANS OR EROSION CONTROL PLAN
APPROVED BY THE CONTRACTING OFFICER.
8. ANCHORING WOOD STAKES SHALL BE SIZED, SPACED, DRIVEN, AND BE OF A
MATERIAL THAT EFFECTIVELY SECURES THE WATTLE. STAKE SPACING SHALL BE
A MAXIMUM OF THREE FEET. ALL NON-DEGRADABLE MATERIALS SHALL BE REMOVED
WHEN NO LONGER NEEDED.
9. WATTLES SHALL BE INSTALLED IN A TWO INCH DEEP TRENCH.
10. WATTLES SHOULD NOT BE USED IN HARD BOTTOM CHANNELS.
11. USE OF FLOATING TURBIDITY CURTAINS MAYBE NECESSARY WHEN WORKING
AROUND THE WATER'S EDGE.
F L
O W
NOTE:
POINTS A SHOULD BE HIGHER THAN POINT B.
A
A
B
9" (MAX. RECOMMENDED)
STORAGE HEIGHT
M
I N
M
I N
4" X 4" TRENCH
EXCAVATE, LINE WITH FILTER FABRIC AS SHOWN,
AND BACKFILL WITH COMPACTED MATERIAL
RUNOFF
EXTRA STRENGTH SYNTHETIC FILTER FABRIC
REQUIRED IF WIRE MESH SUPPORT IS NOT USED
STEEL OR WOOD POST
10' MAX. SPACING WITH WOVEN WIRE SUPPORT FENCE
6' MAX. SPACING WITHOUT WIRE SUPPORT FENCE
F
L
O
W
SEEDED THEN COMPACTED SOIL
2' (MIN.)
6' (MIN.)
M
I N
F L O
W
H
A
U
R
F
A
B
L
A
D
COARSE AGGREGATE
I
N
N
G
T
H
AS REQUIRED WIDTH
M
I N
D E
P T
H
STEEL OR WOOD POST
(5' MIN. LENGTH)
FILTER FABRIC
ATTACH SECURELY TO UPSTREAM SIDE OF POST
(SILT FENCE 16" MIN. ABOVE GROUND AND 34"
MAX. ABOVE GROUND)
WATTLE (12" OR 24") TO BE
PLACED IN "U" SHAPE
WOOD STAKE AT TOE OF
SLOPE, BOTH SIDES
F
L
O
W
WATTLE
B
A
NOTE:
POINTS A SHOULD BE HIGHER THAN POINT B.
A
EXISTING GROUND
WATTLE
DITCH BOTTOM
SEE DITCH ELEVATION
FOR HEIGHT OF WATTLE ENDS
WOOD STAKE
(DO NOT ANCHOR THROUGH NETTING)
LASH STAKES TOGETHER WITH
EITHER BALING TWINE OR
ALUMINUM WIRE
T R
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C H
C-502
S T
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C O
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L I C
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S I Z
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M A
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D E
S C
R I P
T I O
N D
A T
E
SHEET ID
US Army Corps of Engineers
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
K1
SILT SCREEN FENCE IN DRAINAGE
SCALE: NOT TO SCALE
L11
SILT SCREEN FENCE DETAILS
SCALE: NOT TO SCALE
H10
TEMPORARY DIVERSION DIKE DETAIL
SCALE: NOT TO SCALE
D1
DITCH CHECK PLAN
SCALE: NOT TO SCALE
A1
DITCH ELEVATION
SCALE: NOT TO SCALE
A7
SECTION A-A
SCALE: NOT TO SCALE
E11
CONSTRUCTION ENTRANCE AND EXIT DETAIL
SCALE: NOT TO SCALE
L9
SECTIOIN
SCALE: NOT TO SCALE
L15
PLAN
SCALE: NOT TO SCALE
K4
ELEVATION
SCALE: NOT TO SCALE
N4
PLAN
SCALE: NOT TO SCALE
A5
HAY WATTLE DETAILS
SCALE: NOT TO SCALE
P
A C
M E
P r o j e c t s Y a z o o
C i t y
P u m p
S t a t i o n
T r a k e
S h e e t s a d e l s C
S
T O
T
L
L U
T I O
N
P
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V E
N T
I O
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P
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I C
A L
D E
T A
I L
S d w g
P
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M E
P r o j e c t s Y a z o o
C i t y
P u m p
S t a t i o n
T r a k e
S h e e t s a d e l s C
S
T O
T
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T I O
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P
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A l y
TOP OF INTAKE STRUCTURE
(TYP)
PL 26x26x1 1/4"
BASE PLATE
(TYP)
RAIL SUPPORT
2' 2"
(TYP)
W/ WASHER AND NUT
1" DIA. ASTM A354 GR. BD ALL-THREAD
RAIL SUPPORT COLUMN
(TYP)
W/ WASHER AND NUT
1" DIA. ASTM A354 GR. BD ALL-THREAD
RAIL SUPPORT COLUMN
(TYP)
EPOXY ANCHORAGE
TRASH RAKE RAIL
(TYP)
STOPLOG SLOT
PL 26X26X1 1/4"
BASE PLATE
6' 3" 11' 0" 11' 0" 11' 9"
40' 0"
4"9"9"4"
S O
L
IC
IT
A
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N N
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D B
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B Y
D R
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IS
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D A
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B
C
D
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F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
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G
IN
E E
R S
Y A
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IT
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P U
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D a v id L
W a ll a c e
P .E
B R e y e s E
.I
J S to u ff e r, P .E
A N
S I
D
S-101
T R
A S
H R
A K
E M
A C
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D
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E1
STRUCTURAL PLAN
SCALE: 1/4" = 1'-0" 0 4' 8'2'
A1
DETAIL
SCALE: 1 1/2" = 1'-0"
A5
SCALE: 1 1/2" = 1'-0"
SECTION
(T Y
P
GENERAL STRUCTURAL NOTES:
A1
S-101
A5
S-101
1' 2'0 6" 1' 2'0 6" τuncr ≥ 1,270 PSIB. UNCRACKED CONCRETE τcr ≥ 790 PSIA. CRACKED CONCRETE
THREADED RODS IN HAMMER DRILLED HOLES:
CHARACTERISTING BOND STRESSES FOR TEMPERATURE RANGE A FOR
2. EPOXY ANCHORAGE WILL BE ANCHOR CATEGORY 1 WITH THE FOLLOWING
STRUCTRE.
RAIL SUPPORTS AWAY FROM THE EXISTING CONCRETE INTAKE
1. CONTRACTOR SHALL DESIGN FOOTINGS AND ANCHORAGES FOR
(T Y
P
J S to u ff e r, P .E
W
E E
-2
-B -0
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
B
C
D
E
F
G
H
J
K
L
M
N
P
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B M
IT
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B Y
C H
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D B
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C O
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D A
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N D
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SHEET ID
EL 67.0
EL 90.0
SECTION THROUGH EXISTING STRUCTURE
AND MAINTENANCE AREA
TRASH RAKE MACHINE STORAGE
SEE CIVIL SHEETS
CONCRETE PAD
GENERAL LOCATION OF
SEE NOTE 4
TRASH DUMP AREA
SEE NOTE 3
BAR SCREEN NOT SHOWN
7 PANELS, 4' WIDE (TYP)
EXISTING BAR SCREENS
TRASH RACK
EXISTING BAR SCREEN
EXISTING ROAD
SEE NOTE 2
MONORAIL SUPPORT
MONORAIL
TRASH RAKE MACHINE
TROLLEY MINIMUM TRAVERSING SPEED: 100 FPM
GRIPPER MINIMUM RAKING SPEED: 55 FPM
GRIPPER MINIMUM CAPACITY: 500 LBS
TRASH RAKE MACHINE TROLLEY AND GRIPPER
N
PLAN VIEW - TRASH RAKE MACHINE
SCALE: 3/16" - 1'
SEE NOTE 5
LOWER BAR SCREEN OFFSET
MONORAIL
TRASH RAKE
SLOTS (TYP)
STOPLOG
ROAD
EXISTING
CONTROL CONSOLE
CONNECTION AND LOCAL
LOCATION (APPROX) OF ELECTRICAL
FLOW
FLOW
STRUCTURE
EXISTING INTAKE
B1
A N
S I
D
Y A
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O R
IV
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R
F C
/M R
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A Z
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IV
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B A
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IN
Y A
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P U
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T R
A S
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Y A
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IS
S
IS
S
IP
P
I
W E
E -2
-B
-0
M A
Y
W X
X X
X X
-X X
-X -X
X X
V
IC
K S
B U
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M
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A C
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C T
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N
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K S
B U
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T R
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C H
A N
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A
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N A
N D
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M-101
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H it
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
SCALE: 1/4" - 1'
F13 0 4' 8'2'
8'0 4' 16'
SCREEN DIVIDER (TYP)
CONCRETE BAR
SEE NOTE 7
EXISTING HANDRAIL
LOWER LIMIT
GRIPPER REQUIRED TRAVEL
WITH GASKET AND STAINLESS BOLTS
AND NEW 8" 304 STAINLESS BLIND PLATE FLANGE
NEW 8" 304 STAINLESS SLIP ON PLATE FLANGE
STEEL PIPE, SEE NOTE 8
SCHEDULE 10 STAINLESS
RISER EXTENSION, NEW
SEE NOTE 8
AND RISER PIPE
EXISTING RISER FLANGE
LINE
EXISTING GROUND
AFTER FILL FOR PAD
NEW GROUND LINE
RELIEF WELL RISER EXTENSION DETAIL
NOT TO SCALE
M8
FOR BAR SCREEN HOISTS (TYP)
INTERFERE WITH EXISTING HOLES
TRASH RAKE SHALL NOT
MOUNTING PLATES FOR NEW
SEE NOTE 8
B G ri ff in
GASKET AND BOLTS.
NEW RISER EXTENSION TO EXISTING RISER PIPE. WELD NEW SLIP ON PLATE FLANGE TO NEW RISER PIPE EXTENSION, PROVIDE BLIND FLANGE, RUBBER
8. CUT OFF EXISTING RISER FLANGE, EXTEND RISER WITH NEW STAINLESS SCHEDULE 10 PIPE TO A MINIMUM OF 2' ABOVE NEW GROUND…
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