W912QR20B0016Plans-0000.pdf

PDF 30 MB Posted Jul 27, 2020

Attached to: Olmsted Pole Barns 1 & 2, Olmsted IL Federal contract opportunity
Solicitation number: W912QR20B0016
Issued by: Department of the Army Corps of Engineers Engineering District Louisville

About this file

Written by GovTribe AI · Dec 28, 2023

This document outlines a federal contract opportunity for construction services. The U.S. Army Corps of Engineers seeks a contractor to construct two pole barns at Olmsted Locks and Dam in Olmsted, Illinois. The estimated cost range for the project is between $1 million and $5 million. The solicitation is set aside exclusively for woman-owned small businesses. The North American Industry Classification System code for this opportunity is 236220 for commercial and institutional building construction. Questions regarding proposals must be submitted through the Project Network website. The deadline for bid modifications is not specified.

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Other files for this federal contract opportunity

Other files attached to Olmsted Pole Barns 1 & 2, Olmsted IL, newest first.
File	Type	Posted
Bid Opening Results.pdf	PDF	Aug 28, 2020
W912QR20B0016Plans-0003.pdf	PDF	Aug 21, 2020
W912QR20B0016Specs-0003.pdf	PDF	Aug 21, 2020
W912QR20B0016Plans-0002.pdf	PDF	Aug 11, 2020
W912QR20B0016Specs-0002.pdf	PDF	Aug 11, 2020
W912QR20B0016Specs-0001.pdf	PDF	Aug 5, 2020
W912QR20B0016Plans-0001.pdf	PDF	Aug 5, 2020
W912QR20B0016Specs-0000.pdf	PDF	Jul 27, 2020

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US Army Corps of Engineers ®

SHEET ID

U S

Y C

O R

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers ®

ISSUE DATE:

VOLUME:

K D

R M

N L

P L

E, K Y

G-001

C O

S H

L O

C K

M .S

C H

M . S

C H

M .S

C H

2Q R

CERTIFIED FINAL

P2 : 1

LOUISVILLE DISTRICT

JUNE 2020

OLMSTED LOCK AND DAM

WAREHOUSES 1 & 2

P2: 112574

OLMSTED, IL

2Q R

ARIMS: 1200 Disposition: Permanent

27 July 2020

W912QR20B0016

US Army Corps of Engineers ®

SHEET ID

U S

Y C

O R

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

2 3 4 5 6 7 8 9 10

E M

C R

O N

4, F Y2

E D

D R

. M

L U

G J

R . P

E, K

CERTIFIED FINAL

D R

G C

O D

. S C

2Q R

G-002

D R

M . S

C H

M . S

C H

DRAWING INDEX

SHEET

NUMBER SHEET NAME

G-001 COVER SHEET

G-002 DRAWING INDEX

G-003 GENERAL NOTES, ABBREVIATIONS

G-004 LOCATION AND VICINITY MAPS

VA101 AERIAL IMAGERY

VF101 CONTRACTOR WORK LIMITS AND SURVEY CONTROL

VF401 SURVEY CONTROL POINT DESCRIPTIONS

CS101 SITE PLAN

CS501 SITE DETAILS

CG101 GRADING AND DRAINAGE PLAN

CG501 GRADING AND DRAINAGE DETAILS (SHEET 1 OF 2)

CG502 GRADING AND DRAINAGE DETAILS (SHEET 2 OF 2)

CG503 EROSION PREVENTION AND SEDIMENT CONTROL DETAILS

ES001 ELECTRICAL SITE LEGEND

ES101 ELECTRICAL SITE PLAN

ES501 ELECTRICAL SITE DETAILS

ES502 EXISTING WAREHOUSE SERVICE ENTRANCE DETAIL

ES601 ONE-LINE DIAGRAM

WAREHOUSE #1

1-S-001 GENERAL STRUCTURAL NOTES, DESIGN LOADS & ABBREVIATIONS

1-S-002 WIND LOAD DIAGRAM

1-S-102 FINISHED FLOOR

1-S-901 SCHEMATIC ROOF FRAMING

1-S-911 SCHEMATIC ELEVATIONS

1-S-921 SCHEMATIC ISOMETRIC VIEWS

1-A-101 FLOOR AND ROOF PLANS

1-A-102 REFLECTED CEILING PLANS

1-A-201 ELEVATIONS

1-A-301 BUILDING AND WALL SECTION

1-A-302 ROOF/WALL DETAILS AND PARTITION LEGEND

1-A-601 DOOR SCHEDULE AND DETAILS

1-A-602 DETAILS

1-M-101 HVAC FLOOR PLAN

1-M-501 HVAC DETAILS

1-M-601 HVAC SCHEDULES

1-E-001 LEGEND AND ABBREVIATIONS

1-E-101 LIGHTING PLAN

1-E-111 POWER PLANS

1-E-121 LIGHTNING PROTECTION PLAN

1-E-701 PANEL SCHEDULES

WAREHOUSE #2

2-S-001 GENERAL STRUCTURAL NOTES, DESIGN LOADS & ABBREVIATIONS

2-S-002 WIND LOAD DIAGRAM

2-S-102 FINISHED FLOOR

2-S-901 SCHEMATIC ROOF FRAMING

2-S-911 SCHEMATIC ELEVATIONS

2-S-921 SCHEMATIC ISOMETRIC VIEWS

2-A-101 FLOOR AND ROOF PLANS

2-A-102 REFLECTED CEILING PLAN

2-A-201 ELEVATIONS

2-A-301 BUILDING AND WALL SECTION

2-A-302 ROOF AND WALL DETAILS

2-A-601 DOOR SCHEDULE AND DETAILS

2-A-602 DETAILS

2-M-101 HVAC FLOOR PLAN

2-M-501 HVAC DETAILS

2-M-601 HVAC SCHEDULES

2-E-102 LIGHTING PLAN

2-E-112 POWER PLANS

2-E-122 LIGHTNING PROTECTION PLAN

2-E-702 PANEL SCHEDULES

LIFE SAFETY

X-100 LIFE SAFETY CODE REVIEW

X-101 WH1 LIFE SAFETY PLAN

X-102 WH2 LIFE SAFETY PLAN

2Q R

ARIMS: 1200 Disposition: Permanent

DRAWING ABBREVIATIONS

A -----------------------------------------

A LABEL CLASS A DOOR

A/C AIR CONDITION

A/C UNIT AIR CONDITIONING UNIT

A/E ARCHITECT/ENGINEER

AB ANCHOR BOLT

ABA ARCHITECTURAL BARRIERS

ACT

ACC ACCESSIBLE

ACS AUTOMATIC CONTROL SYSTEM

ACS DR ACCESS DOOR

ACS PNL ACCESS PANEL

ACT ACOUSTICAL CEILING TILE

ADA AMERICANS WITH DISABILITIES

ACT

ADMIN ADMINISTRATION

AFC ABOVE FINISHED COUNTER

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

AFS ABOVE FINISHED SLAB

AGGR AGGREGATE

AHU AIR HANDLING UNIT

AIB AIR INFILTRATION BARRIER

ALT ALTERNATE

ALUM ALUMINUM

ANOD ANODIZE

APC ACOUSTICAL PANEL CEILING

APPROX APPROXIMATE

AR AS REQUIRED

ARCH ARCHITECT

ASC ABOVE SUSPENDED CEILING

ASSY ASSEMBLY

ATC ACOUSTICAL TILE CEILING

AVG AVERAGE

AW ARCHITECTURAL WOODWORK

AWT ACOUSTICAL WALL TREATMENT

B -----------------------------------------

B LABEL CLASS B DOOR

BALC BALCONY

BB BASEBOARD

BC BOOKCASE

BD BOARD

BDRY BOUNDARY

BFF BELOW FINISH FLOOR

BHMA BUILDER'S HARDWARE

MANUFACTURER'S

ASSOCIATION

BLDG BUILDING

BLKG BLOCKING

BLT IN BUILT-IN

BN BULLNOSE

BOS BOTTOM OF STEEL

BOT BOTTOM

BP BUILDING PAPER

BRKT BRACKET

BSMT BASEMENT

BTWN BETWEEN

BUR BUILT-UP ROOFING

C -----------------------------------------

C CONC CAST CONCRETE

C LABEL CLASS C DOOR

CAB CABINET

CATW CATWALK

CAV CAVITY

CBB CEMENTITIOUS (BACKER)

BOARD

CD CONSTRUCTION DOCUMENTS

CDW CHILLED DRINKING WATER

CEM PLAS CEMENT PLASTER

CER CERAMIC

CF CONTRACTOR FURNISHED

CFCI CONTRACTOR FURNISHED

CONTRACTOR INSTALLED

CFE CONTRACTOR FURNISHED

EQUIPMENT

CFLG COUNTERFLASHING

CFM CUBIC FEET PER MINUTE

CFMF COLD-FORMED METAL

FRAMING

CFS CUBIC FEET PER SECOND

CG CORNER GUARD

CI CAST IRON

CIP CAST-IN-PLACE

CJ CONTROL JOINT

CL CENTER LINE

CLG CEILING

CLG DIFF CEILING DIFFUSER

CLG HT CEILING HEIGHT

CLL COLUMN LINE

CLO CLOSET

CLR COLOR

CLRM CLASSROOM

CMU CONCRETE MASONRY UNIT

CNDS CONDENSATE

CDR CARD READER

CO CLEANOUT

COL COLUMN

COMM COMMUNICATION

CONC CONCRETE

CONC FLR CONCRETE FLOOR

CONF CONFERENCE

CONT CONTINUE

COORD COORDINATE

CORR CORRIDOR

CP CONCRETE PIPE

CPT CARPET

CR CONTROL ROOM

CS CAST STONE

CSWK CASEWORK

CT CERAMIC TILE

CTB CERAMIC TILE BASE

CTF CERAMIC TILE FLOOR

CTR CENTER

CU FT CUBIC FEET

CW CASEMENT WINDOW

D -----------------------------------------

D DEPTH

D LABEL CLASS D DOOR

DBL DOUBLE

DEMO DEMOLITION

DEPT DEPARTMENT

DET DETAIL

DIA DIAMETER

DIR DIRECTION

DIST DISTANCE

DOC DOCUMENT

DR DOOR

DS DOWNSPOUT

E -----------------------------------------

E LABEL CLASS E DOOR

EA EACH

EF EACH FACE

EIFS EXTERIOR INSULATION AND

FINISH SYSTEM

EJ EXPANSION JOINT

ES EACH SIDE

EL ELEVATION

ELEV ELEVATOR

ENTR ENTRANCE

EPS EXPANDED POLYSTYRENE

BOARD (INSULATION)

EQ EQUAL

EWC ELECTRIC WATER COOLER

EXP EXPOSED

EXT EXTERIOR

EXT EXTINGUISHER

EXT GR EXTERIOR GRADE

F -----------------------------------------

FA FIRE ALARM

FAAP FIRE ALARM ANNUNCIATOR

PANEL

FAS BD FASCIA BOARD

FC BRK FACE BRICK

FCO FLOOR CLEANOUT

FD FLOOR DRAIN

FDTN FOUNDATION

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FED FEDERAL

FF FINISH FACE

FF EL FINISH FLOOR ELEVATION

FF INSUL FOIL BACKED INSULATION

FGL FIBERGLASS

FH FIRE HOSE

FHP FULL HEIGHT PARTITION

FIN FINISH

FIN BS FINISH BOTH SIDES

FIN FLR FINISH FLOOR

FIN GR FINISH GRADE

FIXT FIXTURE

FLDG FOLDING

FLEX FLEXIBLE

FLG FLOORING

FLMT FLUSH MOUNT

FLR FLOOR

FM FACTORY MUTUAL

FOC FACE OF CONCRETE

FOM FACE OF MASONRY

FR FIRE RESISTANT

FRG FIBER REINFORCED GYPSUM

FRMG FRAMING

FRP FIBERGLASS REINFORCED

PLASTIC

FRTW FIRE RETARDANT TREATED

WOOD

FS FEDERAL SPECIFICATION

FSTNR FASTENER

FT FEET

FTG FOOTING

FWC FABRIC WALLCOVERING

G -----------------------------------------

G NATURAL GAS

GALV GALVANIZED

GB GRAB BAR

GFCI GOVERNMENT FURNISHED

CONTRACTOR INSTALLED

GFGI GOVERNMENT FURNISHED

GOVERNMENT INSTALLED

GFRG GLASS-FIBER-REINFORCED

GYPSUM

GLZ GLAZING

GR FL GROUND FLOOR

GUT GUTTER

GYP BD GYPSUM BOARD

GYP PLAS GYPSUM PLASTER

H -----------------------------------------

HB HOSE BIBB

HDPE HIGH DENSITY POLYETHYLENE

HDW HARDWARE

HDWD HARDWOOD

HEPA HIGH EFFICIENCY PARTICULATE

AIR (FILTER)

HM HOLLOW METAL

HMD HOLLOW METAL DOOR

HORIZ HORIZONTAL

HT HEIGHT

HYDR HYDRAULIC

I -----------------------------------------

IBC INTERNATIONAL BUILDING

CODE

INSUL INSULATION

INT INTERIOR

ILO IN LIEU OF

J -----------------------------------------

JAN JANITOR

K -----------------------------------------

KPD KEYPAD

KIT KITCHEN

KPL KICKPLATE

L -----------------------------------------

LAM LAMINATE

LAV LAVATORY

LBR LUMBER

LBS POUND

LDG LANDING

LF LINEAR FEET (FOOT)

LIB LIBRARY

LIN LINEAR

LKR LOCKER

LOC LOCATION

LT LIGHT

LVDR LOUVER DOOR

LVR LOUVER

M -----------------------------------------

MACH RM MACHINE ROOM

MATL MATERIAL

MAX MAXIMUM

MC MOISTURE CONTENT

MD METAL DECK

MECH MECHANICAL

MECH RM MECHANICAL ROOM

MEMB MEMBRANE

MF MILL FINISH

MFR MANUFACTURER

MID MIDDLE

MIL STD MILITARY STANDARD

MIN MINIMUM, MINUTE

MIRR MIRROR

MISC MISCELLANEOUS

MLDG MOLDING (MOULDING)

MO MASONRY OPENING

MOD MODIFY

MB MOISTURE BARRIER

MTG MOUNTING

MTL METAL

MVBL MOVABLE

MWP MEMBRANE WATERPROOFING

N -----------------------------------------

N NORTH

NA NOT APPLICABLE

NFPA NATIONAL FIRE PROTECTION

ASSOCIATION

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NP NO PAINT

NRC NOISE REDUCTION

COEFFICIENT

O ---------------------------------------

OA OVERALL

OC ON CENTER

OD OUTSIDE DIAMETER

OFD OVERFLOW DRAIN

OFF OFFICE

OGL OBSCURE GLASS

OPH OPPOSITE HAND

OPNG OPENING

OPP OPPOSITE

OPQ OPAQUE

OWSJ OPEN WEB STEEL JOIST

OPR OPERABLE

ORD OVERFLOW ROOF DRAIN

ORIG ORIGINAL

P ----------------------------------------

PA PUBLIC ADDRESS

PAR PARAPET

PAT PATTERN

PB PULL BOX

PBD PARTICLEBOARD

PCC PRECAST CONCRETE

PCF POUNDS PER CUBIC FOOT

PCT PERCENT

PERF PERFORATED

PERIM PERIMETER

PH PHASE

PIL PILASTER

PL PROPERTY LINE

PL GL PLATE GLASS

PLAM PLASTIC LAMINATE

PLAS PLASTER

PLBG PLUMBING

PLG PILING

PLYWD PLYWOOD

PNL PANEL

PP PL PUSH/PULL PLATE

PR PAIR

PRCST PRECAST

PRKG PARKING

PS CONC PRESTRESSED CONCRETE

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT PRESSURE TREATED

PTD PAPER TOWEL DISPENSER

PTDWR PAPER TOWEL DISPENSER AND

WASTE RECEPTACLE

PTN PARTITION

PWR POWER

Q ----------------------------------------

QT QUARRY TILE

QTY QUANTITY

R ----------------------------------------

RB RESILIENT BASE

RBM REINFORCED BRICK MASONRY

RBR RUBBER

RC REINFORCED CONCRETE

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

RDG INS RIGID INSULATION, SOLID

REC RECESSED

REC ROOM RECREATION ROOM

REF REFERENCE

REM REMOVABLE

REP REPAIR

REPL REPLACE

REQ REQUIRE

REQ'D REQUIRED

RESIL RESILIENT

REST RESTROOM

RF RESILIENT FLOORING

RFG ROOFING

RH ROOF HATCH

RHR RIGHT HAND REVERSE

RL ROOF LEADER

RLG RAILING

RM ROOM

RO ROUGH OPENING

RSD ROLLING STEEL DOOR

RV ROOF VENT

RVL REVEAL

S ----------------------------------------

SB SPLASH BLOCK

SCHED SCHEDULE

SD SMOKE DETECTOR

SF SQUARE FOOT (FEET)

SFTWD SOFTWOOD

SGL SINGLE

SHT MTL FL SHEET METAL (FLASHING)

SHTHG SHEATHING

SHV SHELVING

SIM SIMILAR

SJ SCORED JOINT

SKLT SKYLIGHT

SLNT SEALANT

SMK SMOKE

SMLS SEAMLESS

SP EL SPOT ELEVATION

SPEC SPECIFICATION

SQ SQUARE

SQ IN SQUARE INCH

SQ YD SQUARE YARD

SST STAINLESS STEEL

ST STAIRS

STD STANDARD

STL JST STEEL JOIST

STL RF DK STEEL ROOF DECK

STOR STORAGE

STR STRINGERS

STRB/HRN STROBE/HORN

SUB FL SUBFLOOR

SV SHEET VINYL

SW SIDEWALK

T ----------------------------------------

T TREAD

T/S TUB/SHOWER

TC TERRA COTTA

TD TRENCH DRAIN

TEL TELEPHONE

TEMP TEMPORARY

TER TERRAZZO

TFF TOP OF FINISH FLOOR

THK THICKNESS

TK BD TACKBOARD

TMPD GL TEMPERED GLASS

TN TRUE NORTH

TOF TOP OF FOOTING

TOM TOP OF MASONRY

TOP TOP OF PARAPET

TOPO TOPOGRAPHY

TOS TOP OF SLAB

TRANS TRANSOM

TRTD TREATED

TV TELEVISION

GENERAL NOTES

1) CONTRACTORS ARE FREE TO USE ANY PRODUCT WHICH MEETS THE GOVERNMENT'S

MINIMUM REQUIREMENTS AND NOT IN CONFLICT WITH OTHER CONTRACT PROVISIONS. UNLESS

INDICATED OTHERWISE ON THE PLANS OR SPECIFICATIONS (E.G. SOLE-SOURCE), ALL LISTED

MANUFACTURERS ARE THE BASIS OF DESIGN. FOR THESE BASIS OF DESIGN PRODUCTS, OTHER

MANUFACTURERS MAY BE SUBSTITUTED AS LONG AS THE STANDARD OF QUALITY AND

CHARACTERISTICS OF THE SUBSTITUTED MANUFACTURER MEET OR EXCEED THE STANDARD OF

QUALITY AND CHARACTERISTICS OF THE BASIS OF DESIGN."

SHEET NUMBERING

NUMBERING SYSTEM:

1XX100

DISCIPLINE:

C - CIVIL

L - LANDSCAPE

A - ARCHITECTURE

M - MECHANICAL

E - ELECTRICAL

P - PLUMBING

S - STRUCTURAL

K - FOOD SERVICE

DISCIPLINE MODIFIER

ANNOTATION CALLOUTS/DRAWING SYMBOLS

REFER TO A/E/C CAD STANDARD FOR

SHEET NUMBERINGSTANDARDS

REVISION TAG

NORTH ARROW w/

TRUE NORTH INDICATION

ROOM TAG

ELEVATION NUMBER

SECTION

EXTERIOR ELEVATION

ENLARGEMENT,

DETAIL

SPOT ELEVATION

LEVEL NAMESHEET NUMBER

SHEET NUMBER

A SHEET KEYNOTE

INTERIOR ELEVATION

SHEET NUMBER

A101

SIM

A101

1 Ref

R ef

1Ref

R ef

Name Elevation

SHEET NUMBER WITHIN SERIES

A101

Room name

Elevation

BUILDING IDENTIFIER

US Army Corps of Engineers ®

SHEET ID

U S

Y C

O R

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

2 3 4 5 6 7 8 9 10

E M

C R

O N

R M

N L

P L

E, K Y

G-003

N O

S, A

O N

L O

C K

M . S

C H

M . S

C H

M . S

C H

2Q R

CERTIFIED FINAL

P2 : 1

NNNNNN

2Q R

SOIL BORING 1

SOIL BORING 2

SOIL BORING 3

SOIL BORING 4

ELEV 377.20'

TOP OF WATER

ELEV 355.39

NAIL

INV ELEV 313.77

24" CMP

TOP ELEV 327.24

48" CMP

ELEV 339.18

E 1034693.81

N 326642.47

BOT BRIDGE

ELEV 326.51

E 1033364.76

N 325510.45

END CELL

4" PVC SANITARY LINE

SEWAGE TANK 1

SEWAGE TANK 2

WATER RISER

END POTABLE WATER

HYDRANT

WATER VALVE

WATER RISER

2" WATER LINE

2" GATE VALVE

HYDRANT

MAIN TRAILER JB

SANITARY RISER

4" SANITARY CLEANOUT

PVC CCTV

1" & ƒ"

2" PVC TELEPHONE

O F F I

C E

C O

N S T

R U

C T I

O N

BURIAL CABLES

(4) 200V DIRECT

M E T

A L

P I P E

I N

E L E

A L

P I P E

T O P

E L E

A L

P I P E

ELEC 2 (1)ƒ" & (1) 1" PVC

B U

R I

A L

B L E

W I

R E

C T

(2) 2" PVC CONDUIT PANEL A

EXITSING MAIN

(2) 400A DISC

(3) 200A DISC

C O

R P

H U T

V E

T E

R L I

N E

4" SEWER LINE

I N V

E L E V

T A L

P I P E

23" DIA FILTERS

N H O L E

D I A

A G I T A T O R S

ELEV 356.71

6" UNDERDRAIN PIPE

METER

DISC

EXIST DIST PNL 480V

ELEV. 357.06'

E 1033431.256

N 326343.786

MONUMENT OLMSTED 6

XFMR

6 CONDUITS

PIPE INV 407.34

PIPE INV 410.10

ELEV 273.1

E 1032692.76

N 324547.02

AD-4001

ELEV 274.2

E 1032751.26

N 324913.03

AD-4002

ELEV 312.6

E 1032764.79

N 325463.62

AD-4003

ELEV 319.8

E 1032775.36

N 325570.61

AD-4004

ELEV 336.4

E 1032790.51

N 325750.75

AD-4005

ELEV 373.3

E 1032821.57

N 325993.17

AD-4006

ELEV 387.8

E 1032835.28

N 326458.30

AD-4007

ELEV 391.4

E 1032848.98

N 326634.47

AD-4008

ELEV 374.3

E 1032860.19

N 326820.03

AD-4009

ELEV 398.9

E 1033038.95

N 326804.28

AD-4010

ELEV 392.4

E 1033031.32

N 326624.18

AD-4011

ELEV 394.4

E 1033018.85

N 326448.38

AD-4012

ELEV 344.9

E 1033156.08

N 326187.36

AD-4013

ELECTRI

CAL

TRENCH

DEP

UNKNOWN

1" AIR RISER

BOLLARDS

CLEANOUT

HAND HOLE

1" CONDUIT

(2) CONDUIT

P O

W E

L I

M I T S water riser w e s t b l o w e r p w r f e e d water riser water riser water riser water riser water riser

TEMPORARY POWER CROSSING

batch plant truck unload ing feeder po si ti on c on du it po si ti on c on du it

2" wa te r li ne w a t e r l i n e

R E

N C

SHOP

CARPENTER

ELEV. 415.79'

E 1034377.326

N 327769.279

MONUMENT OLMSTED 3

2" C

G N

D m a i n f e e d a i r a i r

W R

S P A R E

2"C shutoff

6" d ra in s un de r si de wa lk t yp

INV ELEV 317.9350

36 STEEL culvert

INV ELEV 327.0310

24 STEEL culvert

INV ELEV 319.4390

24 STEEL culvert

INV ELEV 308.6720

36 STEEL culvert

INV ELEV 333.24

36" RCP

INV ELEV 335.44

36" RCP

ELEV 362.310

MANHOLE

ELEV 363.24

MANHOLE

ELEV 362.30

MANHOLE

ELEV 362.41

MANHOLE

d a m a x i s c e n t e r l i n e

W A

R E

H O

U S

S H O P

F A B

P I P E

N D

U I T

O N

D U I T

4" pvc

2" water valve t e r

2" water t e r

V C

A N I T

A R

L I

N E

DIESEL STORAGE PWR

O P

A I

B E A R I N G

E L E V

S K I D

T A s r ai l s ki dwa y to s s la b p re ca st o ff se t

399.

MET

397.

PMC

398.

PMC

ARD

SUR

PRE

361.

MANH

361.

MANH

.05

103286

32714

AD-

.46

103285

32704

AD-

1032989

327127

AD-4

SURVEY

ENOU

)WE

(McGR

ROY

SURVE

PORTI

kbloc tthrus c o n d u i t c o n d u i t

P I P E

4" SLOPE DRAIN

C O

N D

U I

P I P E

A B

A D E ƒ"C ESTOP DISC

2" C

1" C

1•" TELE

L E

4" C

MAIN FEED CONDUIT, NO SIZE

AIR VALVE

WATER VALVE

2" C, F

IBER

REPAI

R d i a p i p e d i a p i p e d i a p i p e

ELEV 378.47

TOP OF 10' dia PIPE d i a p i p e

24" dia pipe

ELEV 383.28

E 1033258.21

N 326163.53

ELEV 394.09

E 1031250.32

N 326294.70

6" pvc pipe

2" C

PWR

TELEPHONE,

IBER

OPTI

T H I S

C O N D U I T

L O C A T I O N

A P P R O X I

M A T E

T H

N D

U I T

O C

A T I

R O

X I

M A T E

M H

A901

W SLOAD

A 5kV600A

0 90 GENERATOR820kW

STA

ELHO

DNHA

RXFM

7480/27

H3P

A300kV

R XFM903

BCA

CPL

fleeting shore area power

200A 200A 100A 60A

E APPROXIMATLOCATION

L PEDESTA DISCONNECT & RECEPTACLEPORTABLE

E APPROXIMATLOCATION

L PEDESTA SERVICE POWERDOCK

n unknow size e approximat location 4 pullbox pull box #3

U R F

A I

S L O P E

D R A I N

S L O P E

D R A I N

SLOPE DRAIN

d i a c m p c v

ELEV 383.28

E 1031549.04

N 326163.53

UP-34 4" DRAIN

UP-35 4" DRAIN

UP-36 4" DRAIN

UP-37 4" DRAIN

UP-38 4" DRAIN

c o m m t r e n c h x b o x

4" inlet

4" drain

IL KY STATE LINE (EST 1793)

E L

E d r a i n d r a i n

JB #3

JB #2

JB #4

RISER

SANITARY

ELEC RISER

light stand light stand light stand c 3" maybe unkown elev p sho carp tppwr

L I

G H

T E

M P

O R

A R

LIGHT

FLAG POLE

D f o o t i n g

E D

S B S

S L

A B

(ABANDONED)

4" PVC SANITARY LINE

STUB-UP

ELECTRICAL

STUB-UP

ELECTRICAL

L I

N E

L I

N E d i a c u l v e r t

EL 0.0000

E 1033761.1214

N 326422.8425

EL 0.0000

E 1033745.0705

N 326440.9848

EL 343.7650

E 1033648.1406

N 326355.1884

EL 343.7650

E 1033708.2014

N 326287.3012

EL 343.7650

E 1033752.6689

N 326284.5804 c abandoned pipe c

P-U

STUB

P-U

STUB

STUB-U

STUB UP

6" P

C T

UNDE

RDRAI

N d i a p v c

VALVE

MONO 1MONO2MONO 3MONO 4MONO 5MONO 7 MONO 6MONO 8MONO 9MONO 10MONO 11MONO 12MONO 13MONO 14MONO 15MONO 16MONO 17MONO 18MONO 19MONO 20MONO 21MONO 22MONO 23MONO 26 MONO 24MONO 25

AWL-1 M7L-1 M6L-1 M23L-4

M4R-11

M4R-2 M4R-3

M4R-4

M4R-6 M4R-7

M4R-8

M4R-9 M4R-10

M23R-1 M23R-2 M24M-1 M6R-2M5M-1 M5M-25 M5R-1 M6R-3 M6L-2 ALW-2

M L

M23M-1M22M-5M5M-22M24R-4

M26R-22

M26R-12M26R-11

M26R-10

M26R-9 M26R-8

M26R-7

M26R-6

M26R-5M26R-4

M26R-2

M22M-2M22M-3M22M-4M23M-5M5M-14M25M-1 M5R-14M25R-1M7M-2

M6M-4M6M-3

M6M-8M6M-6 AWL-6 M

M6M-7 AWL-5

M4M-13 M4M-14M4M-15M4M-16M4M-17

M4M-18 M4M-19

M4M-21

M4M-22M4M-23

M4M-12 M4M-11M4M-10M4M-9

M4M-8

M4M-7 M4M-6

M4M-4

M4M-3M4M-2

M24M-4

M25R-4 M25-M4 M26M-23

M24M-8 M25M-19

M L

A W L

M L

M26M-32M26M-33

M26M-34

M26M-35 M26M-36

M26M-38

M26M-39

M26M-40

M26M-42M26M-43

M26M-31 M26M-30 M26M-29

M26M-3

M26M-10

M26M-11

M26M-5

M26M-6

M26M-7

M26M-9

M26M-12 M26M-13

M6M-5

M23M-7 M23M-6 M1R-1 M1M-1

M L

M6M-2

M1L-8 130131132

M1L-7

M1L-6

M1L-5

M1L-4

M1L-3

M1L-2M1L-1

148149 147

150151

M3L-1

8783 86

M3L-2

M4L-10

M4L-1 M4L-2 M4L-3

M4L-4

M4L-5

M4L-6

M4L-7

M4L-8 M4L-9

M5L1 M5L2

M L

M5L4

M L

M5L6

M5L7

M5L8

M5L9

M5L10

M5L11 101 100 99 9351C 51B 51A

M8L-1

8C 8B M8L-4

M8L-2 M8L-6M L

M L

9C 9B 9A10C 10B 10A11C 11B 11A

M11L-3

M11L-1

M11L-2

M L

12C 12B 12A

M L

M13L-2

M13L-5M L

M L

13C 13B 13A14C 14B 14A15C 15B 15A16C 16B 16A17C 17B M17L-1 M

M L

M17L-4

M L

18C 18B 18A

M18L-3

M L

M18L-2 M19L-119C 19B 19A20C 20B 20A48B48A

M L

M21L-1 M L

M L

M21L-6

M21L-4 48424344

454647

113114115

112 111

M24L-4

M L

M24L-1 M L

M L

M25L-3

M L

M25L-1M26L-120212223 19

16 15

M L

M26L-7 M26L-3 M26L-2

M26L-5

M26L-6

M L

M26L-9M26L-10

M26L-11

M26L-12

M26L-13

M26L-14

M26L-15

M26L-16

M26L-17

M L

M26L-19

M26L-20

M L

M26L-24

M4M-20

M4M-5

M23M-2

M4R-5

M26M-8

M26M-37

CHAIN

C H

A I

C H

A I

C H

A I

CHAIN

2" C

1•" C

STUB UP STUB UP

STUB UP

2"c to p of pi pe t o p o f p i p e n i b a s h c c a t " n i b a s h c c a t

ev l va ff o tu c

F I

T I

C S

L I

N E

F I

T I

C S

L I

N E

FIBER OPTICS LINE

pull box

electrical box

3" stub-up

1•

2" C fu tu re sw it ch bo ar d

10" stee l pi pe

P I P E

8" P

1" C ƒ" C

2" C fu tu re

2" SPIGOT

2" water line

P I P

O U N D

A B O V E c

42" DIA PIP

CIVLSITE.50

FILE

REF

AS-BUILT

LOCK

FROM

ELECTRICA

ASSUMED

15000 V FUSED DISCONNECT

CIPS ELECT. PAD

B1 DP6

A1 DP6

TC DISCONNE P AM 0 20

U S

L T

A c

N A I

R Y

A N

VALVE BOX

POWER BOX

2" C telephone

2"c

R I S E R

H A

N D

H O L E

V C

O N

D U I T

V C

O N

D U I T

V C

O N

D U I T

V C

O N

D U I T

3"C

ONDUIT

6"C

ONDUIT

V C

V A

U L T

R I S E R

ELEV. 425.72'

E 1033756.2500

N 327239.1700

MONUMENT OLMSTED 2

(1) 1•"C & (1) 1"C

STUB UP

1"C

1"C & 4"C

FGFFDFG

0 1034835.03E

6 327253.92N

1034892.90

329394.14

1034115.84

329425.83

PILOT

FIXED WEIR

PULL BOX

E 1032192.20

N 324155.71

FDC-64

p i p e

281 283

290291

294 295

333 333

335 3

34634

359 359

361361

5 366

0 380

382 382

387388

396 39

415 415

448 4

TRUCK SCALES

UNDER GRAVEL

BURIED CONCRETE

RIPRAP SPILLWAY

LOW WATER CROSSING

18" THICK CONCRETE

BURIED TREMIE TEST PITS

24" DIA.

CMP

OLMSTED DAM ROAD

OLMSTED, IL 62970

567 NEW DAM ROAD

FIELD OFFICE

USACE

PROJECT LOCATION

SPOIL AREA

MAIN GATE

WAREHOUSE GATE

GATE

ACCESS ROUTE

CONTRACTOR

WAREHOUSE C

G-004

A1 1"=250'

LOCATION AND VICINITY MAPS

L O

C A

N A

N D V

Y M

A P

VICINITY MAP

LOCATION MAP

250'0

T F

R O

S T

B A

K E

D O

R S

C H

125'

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

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 E

N G

E E

R S

A P

P R

A N

S I

L O

L E

K Y

M A

R T

U T

H E

R K

G J

R P

L A

C E

L O

L E D

T R

J U

N E

O L

M S

T E

D W

A R

E H

O U

S E

O L

M S

T E

D I L

P N

CERTIFIED FINAL DESIGN

Q R

M S

C H

E N

K E

N F

E L

D E

OHIO RIVER

FLOW

V E

I R

V E

R I

E E

R I

E R

Central City

Russellville

LOCKS AND DAM

E N

Grayville

Carmi

Marion

Princeton

Petersburg

S I

I S S

P P

S I

A S

V E

T E

N D

N S S

N E

U M

C B

L A

E R

LOCKS AND DAM

SALINE ILLINOIS

UNION

WILLIAMSON

GALLATIN

SPENCER

WARRICK

HANCOCK

PERRY

KENTUCKY

TENNESSEE

LOGAN

SIMPSON

GRAYSON

DAVIESS

HENDERSON

OHIO

McCLEAN

GIBSON

PIKEEDWARDS

WABASH

DUBOIS

KENTUCKY

TENNESSEE

CRAWFORD

ORANGE

INDIANA

POSEY

VANDER-

BURGH

WHITE

JEFFERSON

WAYNE

HAMILTON

FRANKLIN

Reevesville

Brookport

Golconda

Rosiclare

Uniontown

Cannelton

Hawesville

Sturgis

Tell City

I O

O H

EVANSVILLE

Harrisburg

Henderson

OWENSBORO

HARDIN

WEBSTERJOHNSON POPE

HOPKINS

MUHLENBERG

BUTLER

CHRISTIAN

TODD

CRITTENDEN

LIVING-

CALDWELL

MASSACPULASKI

UNION

McCRACKEN

BALLARD

K I

L E

E E

C R

V E

R I

I D

U T

S O

R T

Madisonville

Cloverport

LOCKS

AND52

SMITHLAND

Mount Vernon

Fairfield Jasper

Cairo

Shawneetown

STON

PADUCAH

Metropolis

V E

R I

STEA

NEWBURGH

DAM

UNIONTOWN

A K AT O

I V

R E

O U

A D

T R

T E

W A

R E

A B

G H

H I

O R

N E

IRK

O R

A C

E R

I V

B A

E E

AND DAM

LOCKS

AREA

WORK

Carmel

Mount

OLMSTED

2Q R

WAREHOUSE GATE

SPOIL AREA

ACCESS ROAD

GATE

USACE FIELD OFFICE

MAIN GATE

ACCESS ROAD

OLMSTED LOCK

WAREHOUSE C

OLMSTED DAM ROAD

GATE

ACCESS CORRIDOR

RIPRAP DITCH

SECURITY FENCE

PERIMETER CHAIN-LINK

LIMITS)

CONTRACTOR WORK

(SEE VF101 FOR

PROJECT SITE

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

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 E

N G

E E

R S

A P

P R

A N

S I

L O

L E

K Y

M A

R T

U T

H E

R K

G J

R P

L A

C E

L O

L E D

T R

J U

N E

O L

M S

T E

D W

A R

E H

O U

S E

O L

M S

T E

D I L

P N

CERTIFIED FINAL DESIGN

Q R

M S

C H

E N

K E

N F

E L

D E

PROJECT SITE

VA101

B A

K E

T F

R O

S T

D O

R S

C H

A E

L I

M A

G E

R Y

NOTE: IMAGE DATED FEBRUARY 2020.

AERIAL IMAGE - OVERALL PROJECT AREA

NTS

AERIAL IMAGE - PROJECT SITE

NTS

2Q R

SOIL BORING 1

SOIL BORING 2

SOIL BORING 3

SOIL BORING 4

ELEV 339.18

E 1034693.81

N 326642.47

BOT BRIDGE

ELEV 326.51

E 1033364.76

N 325510.45

END CELL

4" PVC SANITARY LINE

SEWAGE TANK 1

SEWAGE TANK 2

WATER RISER

END POTABLE WATER

HYDRANT

WATER VALVE

WATER RISER

2" WATER LINE

2" GATE VALVE

HYDRANT

MAIN TRAILER JB

SANITARY RISER

4" SANITARY CLEANOUT

PVC CCTV

1" & ƒ"

2" PVC TELEPHONE

O F F I

C E

C O

N S T

R U

C T I

O N

BURIAL CABLES

(4) 200V DIRECT

A L

P I P E

I N

E L E

A L

P I P E

T O P

E L E

A L

P I P E

ELEC 2 (1)ƒ" & (1) 1" PVC

B U

R I

B L E

R E

C T

(2) 2" PVC CONDUIT PANEL A

EXITSING MAIN

(2) 400A DISC

(3) 200A DISC

C O

R P

H U

V E

T E

R L I

N E

4" SEWER LINE

I N V

E L E V

T A L

P I P E

23" DIA FILTERS

N H O L E

D I A

A G I T A T O R S

METER

DISC

EXIST DIST PNL 480V

ELEV. 357.06'

E 1033431.256

N 326343.786

MONUMENT OLMSTED 6

PIPE INV 407.34

PIPE INV 410.10

ELEV 387.8

E 1032835.28

N 326458.30

AD-4007

ELEV 391.4

E 1032848.98

N 326634.47

AD-4008

ELEV 374.3

E 1032860.19

N 326820.03

AD-4009

ELEV 398.9

E 1033038.95

N 326804.28

AD-4010

ELEV 392.4

E 1033031.32

N 326624.18

AD-4011

ELEV 394.4

E 1033018.85

N 326448.38

AD-4012

ELEV 344.9

E 1033156.08

N 326187.36

AD-4013

BOLLARDS

CLEANOUT

HAND HOLE

1" CONDUIT

tee tee tee

(2) CONDUIT

tee tee tee tee tee tee tee tee tee tee tee tee tee tee tee tee tee

TEMPORARY POWER CROSSING

po si ti on c on du it po si ti on c on du it

R E

N C

SHOP

CARPENTER

ELEV. 415.79'

E 1034377.326

N 327769.279

MONUMENT OLMSTED 3

2" C m a i n f e e d a i r a i r

W R

S P A R E

2"C shutoff d r a i n s u n d e r s i d e w a l k t y p

INV ELEV 327.0310

24 STEEL culvert

INV ELEV 333.24

36" RCP

INV ELEV 335.44

36" RCP

ELEV 362.310

MANHOLE

ELEV 363.24

MANHOLE

ELEV 362.30

MANHOLE

ELEV 362.41

MANHOLE

W A

R E

H O

U S

V C

A N I T

A R

L I

N E

A I

B E A R I N G

E L E V

S K I D

T A s r ai l s ki dwa y to s s la b p re ca st o ff se t

399.

MET

397.

PMC

398.

PMC

ARD

SUR

PRE

361.

MANH

361.

MANH

.05

103286

32714

AD-

.46

103285

32704

AD-

1032989

327127

AD-4

4" SLOPE DRAIN

C O

N D

U I

T ƒ"C ESTOP DISC

2" C

1" C

1•" TELE

L E

4" C

2" C, F

IBER

REPAI

R d i a p i p e d i a p i p e

24" dia pipe

ELEV 383.28

E 1033258.21

N 326163.53

2" C

PWR

TELEPHONE,

IBER

OPTI

T H I S

C O N D U I T

L O C A T I O N

A P P R O X I

M A T E

T H

N D

U I T

O C

A T I

R O

X I

M A T E

M H

A901

W SLOAD

A 5kV600A

0 90 GENERATOR820kW

STA

ELHO

DNHA

RXFM

7480/27

H3P

A300kV

R XFM903

BCA

CPL

fleeting shore area power

200A 200A 100A 60A

E APPROXIMATLOCATION

L PEDESTA DISCONNECT & RECEPTACLEPORTABLE

E APPROXIMATLOCATION

L PEDESTA SERVICE POWERDOCK

n unknow size e approximat location 4 pullbox pull box #3

U R F

A I

N c v

UP-34 4" DRAIN

UP-35 4" DRAIN

UP-36 4" DRAIN

UP-37 4" DRAIN

UP-38 4" DRAIN

c o m m t r e n c h x b o x i n l e t d r a i n

IL KY STATE LINE (EST 1793)

E L

E d r a i n d r a i n

JB #3

JB #2

JB #4

RISER

SANITARY

ELEC RISER

light stand light stand light stand c 3" maybe unkown elev p sho carp tppwr

L I

G H

T E

M P

O R

A R

LIGHT

FLAG POLE

D f o o t i n g

E D

S B S

S L

A B

(ABANDONED)

4" PVC SANITARY LINE

S T

U B

U P

E L E C T R I C

A L

S T

U B

U P

E L E C T R I C

A L

L I

N E

L I

N E d i a c u l v e r t

EL 0.0000

E 1033761.1214

N 326422.8425

EL 0.0000

E 1033745.0705

N 326440.9848

EL 343.7650

E 1033648.1406

N 326355.1884

EL 343.7650

E 1033708.2014

N 326287.3012

EL 343.7650

E 1033752.6689

N 326284.5804

STUB UP

V C

UNDE

RDRAI

N d i a p v c

VALVE

M1L-8 130131132

M1L-7

M1L-6

M1L-5

M1L-4

M1L-3

M1L-2M1L-1

148149 147

150151

M3L-1

8783 86

M3L-2

M4L-10

M4L-1 M4L-2 M4L-3

M4L-4

M4L-5

M4L-6

M4L-7

M4L-8 M4L-9

M5L1 M5L2

M L

M5L4

M L

M5L6

M5L7

M5L8

M5L9

M5L10

M5L11 101 100 99 9351C 51B 51A

M8L-1

8C 8B M8L-4

M8L-2 M8L-6M L

M L

9C 9B 9A10C 10B 10A11C 11B 11A

M11L-3

M11L-1

M11L-2

M L

12C 12B 12A

M L

M13L-2

M13L-5M L

M L

13C 13B 13A14C 14B 14A15C 15B 15A16C 16B 16A17C 17B M17L-1 M

M L

M17L-4

M L

18C 18B 18A

M18L-3

M L

M18L-2 M19L-119C 19B 19A20C 20B 20A48B48A

M L

M21L-1 M L

M L

M21L-6

M21L-4 48424344

454647

113114115

112 111

M24L-4

M L

M24L-1 M L

M L

M25L-3

M L

M25L-1M26L-120212223 19

16 15

M L

M26L-7 M26L-3 M26L-2

M26L-5

M26L-6

M L

M26L-9M26L-10

M26L-11

M26L-12

M26L-13

M26L-14

M26L-15

M26L-16

M26L-17

M L

M26L-19

M26L-20

M L

M26L-24

CHAIN

C H

A I

C H

A I

C H

A I

CHAIN

2" C

STUB UP STUB UP

10" stee l pi pe

P I P E

8" P

P I P E

CIVLSITE.50

FILE

REF

AS-BUILT

LOCK

FROM

ELECTRICA

ASSUMED

15000 V FUSED DISCONNECT

CIPS ELECT. PAD

B1 DP6

A1 DP6

TC DISCONNE P AM 0 20

U S

L T

A c

N A I

R Y

A N

VALVE BOX

telephone

R I S E R

H A

N D

H O L E

V C

O N

D U I T

V C

O N

D U I T

V C

O N

D U I T

V C

O N

D U I T

V C

V A

U L T

R I S E R

ELEV. 425.72'

E 1033756.2500

N 327239.1700

MONUMENT OLMSTED 2

(1) 1•"C & (1) 1"C

STUB UP

0 1034835.03E

6 327253.92N

PILOT

FIXED WEIR

PULL BOX

p i p e

326 327

333 333

335 3

359 359

361361

396 39

415 415

TRUCK SCALES

LOW WATER CROSSING

18" THICK CONCRETE

24" DIA.

CMP

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

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 E

N G

E E

R S

A P

P R

A N

S I

L O

L E

K Y

M A

R T

U T

H E

R K

G J

R P

L A

C E

L O

L E D

T R

J U

N E

O L

M S

T E

D W

A R

E H

O U

S E

O L

M S

T E

D I L

P N

CERTIFIED FINAL DESIGN

Q R

M S

C H

E N

K E

N F

E L

D E

N 326 455.98

E 1 033 157.81

OLMSTED 6

(REVISED)

OLMSTED 3(REVISED)

OLMSTED 2

N 326 751.96

E 1 033 998.59

N 326 181.20

E 1 033 349.82

N 326 196.73

E 1 033 336.33

N 326 230.41

E 1 033 367.91

N 326 668.01

E 1 033 448.00

N 327 362.07

E 1 032 869.48

N 327 355.14

E 1 032 906.80

N 327 572.18

E 1 033 223.55

N 327 547.72

E 1 033 231.31

N 327 556.66

E 1 033 345.21

N 327 582.63

E 1 033 356.66

N 326 770.83

E 1 033 982.20

N 326 849.44

E 1 033 163.95

N 327 010.24

E 1 033 147.15

N 326 555.94

E 1 033 296.60

N 326 912.87

E 1 033 274.50

N 326 439.18

E 1 033 380.70

GENERAL SHEET NOTES

SHEET KEYNOTES

LEGEND

CONTRACTOR WORK LIMITS

EXISTING FENCE

SURVEY CONTROL POINT

GATE ACCESS CONTROL BY OTHER CONTRACTORS.

PADLOCK AND KEY IN ORDER TO ALLOW INDEPENDENT

COORDINATE GATE ACCESS WITH THE COR. PROVIDE5.

REPRESENTATIVE (COR).

LAYDOWN AREA WITH THE CONTRACTING OFFICER

REQUESTS FOR CWL ADJUSTMENTS OR ANY ADDITIONAL

LIMITS (CWL). CONTRACTOR SHALL COORDINATE

SHALL BE CONFINED TO THE CONSTRUCTION WORK

CONSTRUCTION, LAYDOWN, AND EMPLOYEE PARKING4.

MONUMENTS FROM DAMAGE.

LAYOUT THE WORK, AND BE RESPONSIBLE TO PROTECT

CONTRACTOR SHALL UTILIZE EXISTING CONTROL TO3.

UNIT OF MEASURE IS U.S. SURVEY FOOT.2.

DESCRIPTIONS WITH DATUM INFORMATION.

SEE SHEET VF401 FOR SURVEY CONTROL POINT1.

COORDINATE ACTUAL LOCATION WITH COR.

PARKING WITHIN WALKING DISTANCE OF BUILDING SITE.

APPROXIMATE LOCATION OF CONTRACTOR EMPLOYEE7.

EXISTING WAREHOUSE C.6.

SHEET ES101 FOR ELECTRICAL SITE PLAN.

NEW UNDERGROUND ELECTRIC CORRIDOR. SEE5.

DURATION.

SHALL REMAIN OPEN THROUGHOUT THE CONSTRUCTION

EXISTING UNMARKED VEHICULAR ACCESS CORRIDOR4.

EXISTING DOUBLE SWING GATE.3.

EXISTING DOUBLE SWING "WAREHOUSE" GATE.2.

OTHERS PRIOR TO THIS CONTRACT.

EQUIPMENT, AND MATERIALS WILL BE REMOVED BY

WORK SITE. ALL EXISTING CONTAINERS, VESSELS,1.

VF101

1"=100'

C O

N T

R A

C T

O R W

O R

K L

S A

N D

T F

R O

S T

B A

K E

D O

R S

C H

100' 200'0

CONTRACTOR WORK LIMITS AND SURVEY CONTROL

S U

R V

E Y C

O N

T R

O L

2Q R

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

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 E

N G

E E

R S

A P

P R

A N

S I

L O

L E

K Y

M A

R T

U T

H E

R K

G J

R P

L A

C E

L O

L E D

T R

J U

N E

O L

M S

T E

D W

A R

E H

O U

S E

O L

M S

T E

D I L

P N

CERTIFIED FINAL DESIGN

Q R

M S

C H

E N

K E

N F

E L

D E

ED-T-TC\Surveys

KY SOUTH STATE PLANE COORDINATES (NAD27)

PROJECT:

DATE:

SKETCH OF STATION

STATION

LONGITUDE

ELEVATION

LATITUDE N

CONV.

COMB. FACTOR

NORTHING

EASTING

(FT)

(FT) (M)

(FT)

37°11'07.97711"

89°04'03.12062"

-2° 00'43.05326"

0.999928389

DATE (FOUND)

LOCATION:

DESCRIPTION:

OLMSTED LOCK AND DAM

GEOGRAPHIC COORDINATES (NAD27)

327239.170

1033756.250

425.72

OLMSTED DAM

JUNE 1994

OLMSTED,IL

visitors overlook and pavillion area.

The station is located at the Olmsted dam site, at the concrete, recessed 1" below ground.

The disk is protected by an access cover surrounded by with a COE aluminum disk attached stamped OLMSTED 2 1994.

The station is an aluminum rod driven into the ground

SET 6/1994

OHIO RIVER DATUM

ED-T-TC\Surveys

KY SOUTH STATE PLANE COORDINATES (NAD27)

PROJECT:

DATE:

SKETCH OF STATION

STATION

LONGITUDE

ELEVATION

LATITUDE N

CONV.

COMB. FACTOR

NORTHING

EASTING

(FT)

(FT) (M)

(FT)

37°11'13.43105"

89°03'55.68005"

-2° 00'38.54083"

0.999928796

DATE (FOUND)

LOCATION:

DESCRIPTION:

OLMSTED LOCK AND DAM

GEOGRAPHIC COORDINATES (NAD27)

327769.279

1034377.326

415.79

OLMSTED DAM

JUNE 1994

OLMSTED,IL

concrete, recessed 1" below ground.

The disk is protected by an access cover surrounded by with a COE aluminum disk attached stamped OLMSTED 3 1994.

The station is an aluminum rod driven into the ground

SET 6/1994

OHIO RIVER DATUM

500 ft +/- ENE from the resident office.

The station is located at the Olmsted dam site, about

Office

Engineers

Resident

Area

Parking

Overlook

Visitors

Olmsted2

Olmsted3

D o w n h i l l

Eng. Office

To Res.

Cottonwood

PK in Blaze

Maple

PK in Blaze on high point

OLMSTED 3 (Revised)OLMSTED 2 (Revised)

8.3'

Revised 4/2016 Revised 4/2016

ED-T-TC\Surveys

KY SOUTH STATE PLANE COORDINATES (NAD27)

PROJECT:

DATE:

SKETCH OF STATION

STATION

LONGITUDE

ELEVATION

LATITUDE N

CONV.

COMB. FACTOR

NORTHING

EASTING

(FT)

(FT) (M)

(FT)

37°10'59.01632"

89°04'06.74577"

-2° 00'45.25178"

0.999931786

DATE (FOUND)

LOCATION:

DESCRIPTION:

OLMSTED LOCK AND DAM

GEOGRAPHIC COORDINATES (NAD27)

326343.786

1033431.256

OLMSTED DAM

JULY 2005

OLMSTED,IL

OLMSTED 6 2005

357.06 (g)

OHIO RIVER DATUM (ord) to the downstream side of the lock and dam.

on the east (upstream) side of a gravel road leading

The station is located at the Olmsted dam project set in concrete and stamped "olmsted 6 2005".

The station is an aluminum corps of engineers survey disk

SET 07/2005

Olmsted 6 2005 gravel roads test pit bldg.

o h i o r i v e r l o c k s n

VF401

NTS

B A

K E

T F

R O

S T

D O

R S

C H

SURVEY CONTROL POINT DESCRIPTIONS

S U

R V

E Y C

O N

T R

O L P

T D

E S

C R

N S

2Q R

140.59'

50.04'

45'x5'

4'x4'

10'x5'

22'x5'

WH1

FFE=372.00

WH2

FFE=372.00

N 326 540.16

E 1 033 241.28

N 326 597.00

E 1 033 319.99

N 326 650.72

E 1 033 274.09 N 326 707.55

E 1 033 352.802 4'x4'

145'x5'

2 4'x4'

24'x4'

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

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 E

N G

E E

R S

A P

P R

A N

S I

L O

L E

K Y

M A

R T

U T

H E

R K

G J

R P

L A

C E

L O

L E D

T R

J U

N E

O L

M S

T E

D W

A R

E H

O U

S E

O L

M S

T E

D I L

P N

CERTIFIED FINAL DESIGN

Q R

M S

C H

E N

K E

N F

E L

D E

GENERAL SHEET NOTES

SHEET KEYNOTES

LEGEND

CONTRACTOR WORK LIMITS

EXISTING FENCE

MATCH EXISTING GRAVEL.8.

PERIMETERS. SEE CS501/E5.

NEW AGGREGATE SURFACING AROUND BUILDING7.

EXISTING GRASS SURFACING.6.

EXISTING GRAVEL SURFACING.5.

GRAVEL SURFACE.

EXISTING CHAIN-LINK SECURITY FENCE ALONG EDGE OF4.

NEW BOLLARD TYP. SEE CS501/A1.3.

NEW CONCRETE STOOP. SEE CS501/D1.2.

NEW CONCRETE APRON. SEE CS501/F1.1.

CONCRETE

ADDITIONAL INFORMATION.

REPORT AND SECTION 31 00 00 00.06 EARTHWORK FOR

APPROACH. REFER TO THE GEOTECHNICAL EVALUATION

SPECIFIC APPROACH THAT IS SELECTED FOR THEIR DESIGN

THE APPROPRIATE SUBGRADE PREPARATIONS FOR THE

DESIGN. AS SUCH, THE CONTRACTOR SHOULD DETERMINE

RESPONSIBLE FOR BUILDING AND SLAB FOUNDATION

PREPARATIONS FOR THIS SITE. THE CONTRACTOR IS

GEOTECHNICAL REPORT REQUIRES SPECIAL SUBGRADE

EXPANSIVE SOILS ARE PRESENT AT THE SITE. THE10.

DETAILS.

SEE SHEETS CG501 - CG503 FOR GRADING AND DRAINAGE9.

SEE SHEET CG101 FOR GRADING AND DRAINAGE PLAN.8.

SEE SHEET CS501 FOR SITE DETAILS.7.

COMMUNICATIONS UTILITIES.

REFER TO SITE ELECTRICAL PLANS FOR ELECTRICAL AND6.

OTHERWISE (UNO).

COORDINATES ARE TO EDGE OF PAVEMENT UNLESS NOTED5.

ALL DIMENSIONS ARE IN US SURVEY FEET.4.

WITH CONTRACTING OFFICER'S REPRESENTATIVE (COR).

MATERIALS. COORDINATE ACTUAL DISPOSAL LOCATION

G-004 AND VA101. SEGREGATE GRAVEL AND SOIL

AT THE DESIGNATED SPOIL AREA IDENTIFIED ON SHEETS

EXCESS EXCAVATED MATERIALS MAY BE DISPOSED OF3.

OVER 12" NO.2/NO.3 AGGREGATE, OVER GEOTEXTILE.

PAVEMENT SECTION IS 16" DENSE GRADED AGGREGATE

FOR BIDDING PURPOSES, ASSUME EXISTING GRAVEL

IN ACCORDANCE WITH SECTION 31 00 00.00 06.

BUILDING, ASSOCIATED HARDSTAND, AND UTILITIES

TO THE EXTENT NECESSARY TO CONSTRUCT NEW

EXCAVATE EXISTING GRAVEL AND SUBGRADE MATERIALS2.

AND UTILITIES.

VERIFICATION OF ALL EXISTING FEATURES, ELEVATIONS,

CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD1.

LRL_Screen.dscriptLRL_pdf.pltcfg1:16:06 PM 6/5/2020

...\CIVIL\112574-Olmsted L&D Pole Barns 1 and 2\CAD_BIM\CAD_BIM\03_Sheets\112574_CS101xxx.dgn

1"=20' CS101

T F

R O

D O

R S

C H

B A

K E

20' 40'0

E P

L A

SITE PLAN

2Q R

JOINT SEAL

JOINT FILLER

MATERIAL

BACKER

JOINT SEALER

POURED

SURFACE

PAVEMENT

SURFACE

PAVEMENT

JOINT SEALER

POURED

JOINT SEALER

POURED

MATERIAL

BACKER

MATERIAL

BACKER

SURFACE

PAVEMENT

OR INSERT

INITIAL SAWCUT

CRACK

JOINT BOTTOM

BUTTED JOINT

EJ W/SEALER

6" 6"

CONCRETE FOOTING

18" DIA. MIN.

AND PIPE)

TRAFFIC YELLOW, CAP

(PAINT WITH 2 COATS

FILLED WITH CONCRETE

6" SCH. 40 STEEL PIPE

DOME

1 1/2" H. CONCRETE

JOINT SEAL JOINT SEAL

JOINT FILLER

3/4" NON-EXTRUDING

BUTT JOINT

ONE END PAINTED AND OILED

1" DIA. x 16" L. DOWEL @ 12" O.C.

ONE END PAINTED AND OILED

1" DIA. x 16" L. DOWEL @ 12" O.C.

OR STRUCTURE

CONCRETE PAVEMENT

SEE PLANS

L x W

(SECTION 32 11 23)

12" SURFACE COURSE

CONCRETE PAVEMENT

CONTINUOUS EJ WITH SEALER

EJ W/SEALER

SEE PLANS

L x W

DETAIL E8

SEE TYP. SECTION

DETAIL E8

SEE TYP. SECTION

(SECTION 31 05 22.00 06)

DRAINAGE LAYER

BOTTOM AND SIDES OF

GEOTEXTILE FABRIC ALONG

(SECTION 31 00 00.00 06)

24" MIN. STRUCTURAL FILL

(SECTION 31 05 22.00 06)

DRAINAGE LAYER

BOTTOM AND SIDES OF

GEOTEXTILE FABRIC ALONG

(SECTION 31 00 00.00 06)

24" MIN. STRUCTURAL FILL

(SECTION 03 30 53)

10" CONCRETE

(SECTION 32 11 23.23)

12" DRAINAGE LAYER

(SECTION 32 11 23.23)

12" DRAINAGE LAYER

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

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 E

N G

E E

R S

A P

P R

A N

S I

L O

L E

K Y

M A

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U T

H E

R K

G J

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L A

C E

L O

L E D

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O L

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O L

M S

T E

D I L

P N

CERTIFIED FINAL DESIGN

Q R

M S

C H

E N

K E

N F

E L

D E

SEE DETAIL C5

CONSTRUCTION JOINT (CJ)

NTS

CONCRETE PAVEMENT JOINT DETAILS

CONCRETE JOINT DETAILS

CONTRACTION JOINT (LCJ/TCJ)

LONGITUDINAL AND TRANSVERSE

NTS

BOLLARD DETAIL

GALVANIZED.

ASTM A53, TYPE E OR S,

BOLLARDS SHALL CONFORM TO

NOTE: STEEL PIPE FOR

NTS

2% MIN.

CONSTRUCTION JOINT

EXPANSION JOINT (EJ)

W = WIDTH OF SEALANT RESERVOIR (3/4")

D D

W W

D = DEPTH OF SEALANT (3/4")

BELOW TOP OF PAVEMENT.

NOTE: TOP OF SEALANT WILL BE 1/8-IN. TO 1/4-IN.

T = DEPTH OF INITIAL SAWCUT OR INSERT JOINT FORMER (2.5")

SEE DETAIL C5

T /2

T = CONCRETE SLAB THICKNESS

CONTRACTION JOINT EXPANSION JOINT

CONCRETE APRON DETAIL

CONCRETE STOOP DETAIL

TYPICAL GRAVEL PAVEMENT SECTION

TYPICAL CONCRETE PAVEMENT SECTION

2% MIN.

CONCRETE ABUTS BUILDING.

PROVIDE EXPANSION JOINT MATERIAL WHERE NEW2.

NOT EXCEED 1.25 x SLAB WIDTH.

TO PAVEMENT WIDTH. INDIVIDUAL SLAB LENGTHS SHOULD

PROVIDE CONTRACTION JOINTS AT INTERVALS EQUAL1.

NOTES:

2-A-601/DETAIL 4

1-A-601/DETAIL 4,

REFER TO SHEETS:

BUILDING

2-A-601/DETAIL 6

1-A-601/DETAIL 6,

REFER TO SHEETS:

BUILDING

SELECTED. REFER TO THE GEOTECHNICAL EVALUATION REPORT.

VARY DEPENDING UPON THE BUILDING SUPPORT OPTION

STRUCTURAL FILL LAYER IS A MINIMUM THICKNESS AND WILL3.

BACKFILL ASSOCIATED WITH SUBDRAINS. SEE CG501/A1.

THE DRAINAGE LAYER SHALL BE CONNECTED TO GRANULAR2.

THE BUILDING SLAB/FOUNDATION, APRONS, AND STOOPS.

THE DRAINAGE LAYER IS REQUIRED FOR 5' HORIZONTALLY BEYOND1.

PAVEMENT NOTES:

CS501

E D

E T

T F

R O

S T

B A

K E

D O

R S

C H

2Q R

16'

WH1

FFE=372.00

WH2

FFE=372.00

HW 1-1

IE=364.50

N 326 511.76

E 1 033 359.23

E 1 033 337.50

DI 2-3

RIM=370.90

IE=366.25

N 326 702.37

E 1 033 362.71

DI 2-2

RIM=370.90

IE=366.61

N 326 759.46

E 1 033 321.49

MH 1-1

RIM=371.00

IE=365.5

N 326 603.48

6 8

DI 1-2

RIM=370.75

IE=365.83

N 326 656.51

E 1 033 299.20

DI 2-1

RIM=370.90

IE=367.01

N 326 715.63

E 1 033 260.79

371.86

371.90

371.86

371.90

E 1 033 265.532

DI 1-1

RIM=370.90

IE=366.04

N 326 632.199

FG 371.50

6 8

IE=368.86

14IE=368.86

371.90

IE=368.86

14IE=368.86

6 8

371.86

371.50

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

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 E

N G

E E

R S

A P

P R

A N

S I

L O

L E

K Y

M A

R T

U T

H E

R K

G J

R P

L A

C E

L O

L E D

T R

J U

N E

O L

M S

T E

D W

A R

E H

O U

S E

O L

M S

T E

D I L

P N

CERTIFIED FINAL DESIGN

Q R

M S

C H

E N

K E

N F

E L

D E

GENERAL SHEET NOTES

SHEET KEYNOTES

LEGEND

CONTRACTOR WORK LIMITS

EXISTING FENCE

STORM PIPE

DI 1-1

HW 1-1

100.00

FINISHED GRADEFG

DISTURB LIMIT

FLOW / SLOPE DIRECTION

PIPE HEADWALL

SUBDRAIN

IE INVERT ELEVATION

MH 1-1 STORM MANHOLE

STORM DRAIN INLET

SURFACE SPOT ELEVATION

ROOF DRAIN

EROSION PREVENTION AND SEDIMENT CONTROL DETAILS.

SEE SHEETS CG501 - CG503 FOR GRADING, DRAINAGE, AND10.

COR.

FINAL STABILIZATION. COORDINATE PRIOR APPROVAL WITH

REMOVE ALL TEMPORARY CONTROLS AFTER FINAL9.

STABILIZED WITH SEED BLANKET.

SEED AND STRAW. 3:1 SLOPES OR STEEPER SHALL BE

SURFACING SHALL BE VEGETATED WITH SEED BLANKET OR

DISTURBED AREAS NOT TO RECEIVE PAVEMENT OR GRAVEL8.

PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDINGS.7.

STOCKPILES. SEE CG503/A9.

PROVIDE PERIMETER CONTROL FOR ANY TEMPORARY6.

COORDINATE LOCATION WITH COR. SEE CG503/A6.

INSTALL FUNCTIONAL CONCRETE WASHOUT STATION.

PRIOR TO ANY CONCRETE DELIVERY, CONTRACTOR SHALL5.

GRAYSHADED.

LINEWORK FOR EXISTING FEATURES IS SHOWN4.

INDICATED AT CENTER OF STRUCTURE.

DRAINAGE INLET STRUCTURE COORDINATES ARE3.

INDICATED AT END OF FLOWLINE.

END SECTION OR HEADWALL COORDINATES ARE2.

SPOT ELEVATIONS INDICATED AT PAVEMENT EDGE UNO.1.

NEW 6" SUBDRAIN. SEE CG501/A1.14.

NEW 15" RCP STORM DRAIN PIPE.13.

NEW 12" PVC STORM DRAIN PIPE.12.

NEW 8" PVC ROOF DRAIN COLLECTOR PIPE.11.

EXISTING RIPRAP LINED DITCH.10.

WITH POSTS OR FABRIC. RESTORE EXISTING GRADE.

WHERE PIPE CROSSES EXISTING FENCE, AVOID CONFLICT9.

PROVIDE TEMPORARY INLET PROTECTION. SEE CG503/A3.8.

NEW STONE OUTLET PROTECTION. SEE CG503/D9.7.

TAPERED TOP. FRAME AND OPEN LID TYPE 1.

NEW INLET IDOT TYPE B WITH FLAT TOP SLAB IN LIEU OF6.

AND CLOSED LID TYPE 1.

NEW STORM MANHOLE IDOT TYPE A 4' DIA. WITH FRAME5.

NEW SLOPED AND FLARED HEADWALL. SEE CG502/D4.4.

NEW CLEANOUT TYP. SEE CG501/A4..3.

NEW DOWNSPOUT TYP. SEE ARCHITECTURAL DRAWINGS.2.

NEW 6" ROOF DRAIN LEADER TYP. SEE CG501/A4.1.

LRL_Screen.dscriptLRL_pdf.pltcfg11:47:11 AM 6/16/2020

...\CIVIL\112574-Olmsted L&D Pole Barns 1 and 2\CAD_BIM\CAD_BIM\03_Sheets\112574_CG101xxx.dgn

1"=20' CG101

T F

R O

D O

R S

C H

B A

K E

20' 40'0

G R

A D

G A

N D D

R A

A G

E P

L A

GRADING AND DRAINAGE PLAN

2Q R

BUILDING WALL

FOOTING

8" X 6" 45° PVC WYE

6" 45° PVC BEND

PVC WYE

8" X 6" 45°

FINISHED GRADE

LEADER PIPE

ROOF DRAIN

8" DIA. PVC

LEADER PIPE

ROOF DRAIN

8" DIA. PVC

6" TYP.

20" MIN.

PVC PIPE

6" DIA. PERFORATED

FILTER FABRIC

NOTE 2 BELOW)

(SEE CG101 AND

COLLECTOR PIPE

8" MIN. DIA. PVC

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

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 E

N G

E E

R S

A P

P R

A N

S I

L O

L E

K Y

M A

R T

U T

H E

R K

G J

R P

L A

C E

L O

L E D

T R

J U

N E

O L

M S

T E

D W

A R

E H

O U

S E

O L

M S

T E

D I L

P N

CERTIFIED FINAL DESIGN

Q R

M S

C H

E N

K E

N F

E L

D E

PLAN

TRANSITIONAL COUPLING

MANUFACTURER'S STANDARD

6" DIA. PVC PIPE

2 EACH 6" 45° PVC ELBOWS

4" X 6" DOWNSPOUT

FINISHED GRADE

6" 45° PVC BEND

PLAN

F L

O W

NOTES:

BLDG

FROM

SECTION 1

6" 45° PVC BEND

PVC WYE

8" X 6" 45°

CLEANOUT

DIA. PVC PIPE

TO BE SAME SIZE

AS PIPE SERVED

6" THICK (MIN.)

CONCRETE BASE

(2) 45° PVC BENDS

NTS

ROOF DRAIN DETAILS

VARIES

FRAME HS20 RATED

CAST IRON COVER AND

LEADER PIPE

ROOF DRAIN

8" DIA. PVC

0.5% MIN.

CONCRETE GRAVEL SURFACE

TYPICAL SUBDRAIN DETAIL

WITH SECTION 33 40 00. PROVIDE COMPATIBLE FITTINGS.

PE PIPE MATERIAL ALSO ACCEPTABLE IN ACCORDANCE2.

OTHERWISE INDICATED ON THE PLAN.

AND AT EACH 90° CHANGE IN ALIGNMENT UNLESS

INSTALL CLEANOUTS AT THE END OF DRAIN LINES1.

NOTE 2 BELOW)

(SEE CG101 AND

COLLECTOR PIPE

8" MIN. DIA. PVC

NOTE 2 BELOW)

(SEE CG101 AND

COLLECTOR PIPE

8" MIN. DIA. PVC

GRAY CAST IRON ASTM A 48, CL35B.

OFFSET DOWNSPOUT SHOE

12" DRAINAGE LAYER

PVC ENLARGER

CG501

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(S H

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GRADE

FINISHED

FINISHED FLOOR

BUILDING

LIFTS

COMPACTED IN 6" MAX.

APPROVED MATERIAL

12" ABOVE TOP OF PIPE

SELECT BACKFILL TO

INITIAL BACKFILL MATERIAL

AS REQ'D FOR SAFETY

SLOPE OR BENCH

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K E

D B

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N B

U E D

A T

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SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

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CERTIFIED FINAL DESIGN

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N F

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D E

PIPE

SHAPE

DIA.

EQUIV.

DIA. OR

DIMENSIONS

CONC

CLASS

STEEL

REINF

C E F L W T LBS.

12''

15''

18''

21''

24''

27''

0.58

0.75

0.68

0.93

0.89

1.14

1.07

1.35

1.30

1.57

1.51

ISOMETRIC VIEW

a. a. a.

b. b. b.

c. c. c.

15°

A A

PLAN VIEW

SLOPE 5

8''

'' T

8''

2'-3''

1'-9''

2'-0''

1'-9''

2'-9''

3'-0''

2'-9''

2'-3''

2'-6''

2'-0''

2'-6''

3'-0''

2'-9''

2'-6''

3'-6''

3'-0''

3'-3''

4'-0''

4'-6''

3'-9''

3'-6''

2'-6''

2'-9''

2'-3''

3'-0''

4'-6''

3'-6''

4'-0''

4'-3''

5'-0''

4'-6''

3'-6''

4'-0''

3'-6''

4'-0''

5'-0''

5'-6''

4'-6''

5'-0''

5'-3''

6'-0''

5'-3''

4'-9''

4'-0''

5'-6''

6'-9''

6'-6''

6'-0''

7'-3''

7'-0''

2''

3''

C. Y.

''4

''2

''4

''2

REINFORCING STEEL : MINIMUM GRADE 40, BARS EVENLY SPACED.

HEADWALL SHALL REMAIN VERTICAL.

OF FLOW EQUAL TO SLOPE OF PIPE. FRONT FACE OF

APRON BETWEEN WINGS SHALL BE SLOPED IN DIRECTION

6 - NO. 4 x 1'-0'' DOWEL BARS.

2 - NO. 4 x (E DIMENSION MINUS 4'').

VARIES FROM 2:1.

WHEN PIPE IS SKEWED AND/OR NORMAL SLOPE

SLOPES SHALL BE WARPED TO FIT HEADWALL

INSIDE DIAMETER OF PIPE.

VOLUME DISPLACED BY PIPE COMPUTED USING

ACCOMMODATE FLOW OF WATER.

ALTERED DURING CONSTRUCTION TO

WING ANGLES AND/OR DIMENSIONS MAY BE

REQUIRED

CONSTRUCTION JT.

SECTION A-A

c. FLATTER THAN 2:1

b. 2:1

a. STEEPER THAN 2:1

TOE OF SLOPES:

ELLIPTICAL 12''- 27'' EQUIVALENT PIPE SIZES.

HEADWALLS ARE FOR CIRCULAR, ARCH, AND HORIZONTAL

NOTES:

NTS

SLOPED AND FLARED HEADWALL

MIN.

6" *

4" MIN.

T Y

PIPE TRENCH DETAIL

O.D. +2 FEET

0.5 x O.D. MIN.

33 40 00 STORM DRAINAGE

31 00 00.00 06 EARTHWORK

FOR BACKFILL REQUIREMENTS SEE SECTIONS:2.

RECOMMENDATIONS TO PROVIDE PROPER SUPPORT.

SHALL BE MODIFIED IN ACCORDANCE WITH MFR

PIPE. FOR STORM OR ROOF DRAINAGE, PIPE BEDDING

BEDDING SHOWN IS FOR CIRCULAR CONCRETE1.

NOTES:

* EXCEPT AT DOORWAYS.

DIMENSIONS AND QUANTITIES ARE BASED ON CONCRETE PIPE.

TOE WALL

TYPICAL BUILDING PERIMETER GRADE

CG502

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12" MIN

STONE GRADATION NO.3

18" IDOT EROSION PROTECTION

GRADATION NO.1

6" IDOT BEDDING MATERIAL

AREA PER GRADING PLAN

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A W

N B

U E D

A T

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 E

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E E

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A P

P R

A N

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CERTIFIED FINAL DESIGN

Q R

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N F

E L

OUTLET PROTECTION

FILTER SOCK (8" , 12", or 18" TYPICAL)

WORK AREA

PROTECTED

AREA TO BE

FILTER SOCK (8", 12", 18" TYPICAL)

WATER FLOW

CONCRETE WASHOUT PERIMETER CONTROL

IMPERVIOUS SURFACE

PAVEMENT OR

INLET PROTECTION

DRAIN INLET SECTION

STORM GRATE

WIRE TIES, (TYP.)

DRAIN INLET PLAN

BASIN

CATCH

8" FILTER SOCK

RECOMMENDATIONS.

DISPOSED OF IN ACCORDANCE WITH MANUFACTURER

COMPOST MATERIAL TO BE INSTALLED, MAINTAINED, AND3.

FILTER MEDIA FILL TO MEET APPLICATION REQUIREMENTS.2.

DESIGNED TO FILTER SEDIMENT.

OUTER MESH NETTING, FILLED WITH CERTIFIED MEDIA

FOR PRE-FILLED COMPOST FILTER SOCK COMPRISED OF

ALL MATERIAL TO MEET MANUFACTURER SPECIFICATIONS1.

NOTES:

STOCKPILE SEDIMENT CONTROL ON PAVEMENT APPLICATION.

STORMWATER FILTRATION DEVICE DESIGNED FOR PERIMETER AND

SEDIMENT CONTROL AND FILTER SOCK SHALL BE 3D TUBULAR 4.

ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS.

IN MAINTAINED, AND DISPOSE OF FILTER MEDIA TO BE INSTALLED, 3.

APPLICATION REQUIREMENTS.FILTER MEDIA TO MEET 2.

NETTING, FILLED WITH CERTIFIED MEDIA DESIGNED TO FILTER SEDIMENT.

SOCK COMPRISED OF OUTER MESH PRE-FILLED COMPOST FILTER

MANUFACTURER SPECIFICATIONS FOR ALL MATERIAL TO MEET 1.

NOTES:

HEIGHT

OF STACKED FILTER RING

CONTAMINATED WATER IS 50%

MAXIMUM DEPTH OF

STAKES PLACED 5' O.C.

2" X 2" X 36" WOODEN

12" AND 24" DIAMETERS)

SOCK (ALSO AVAILABLE IN 8",

STACKED 18" DIAMETER FILTER

STAKES PLACED 5' O.C.

2" X 2" X 36" WOODEN

INTO CONCRETE WASHOUT

PUMP CONTAMINATED WATER

AND 24" DIAMETERS)

(ALSO AVAILABLE IN 8", 12"

18" DIAMETER FILTER SOCK SIZED AS NEEDED (10' O.C.)

CONCRETE BLOCKS OR SAND BAGS

STOCKPILE

WORK AREA

PROTECTED

AREA TO BE AS NEEDED (10' O.C.)

CONCRETE BLOCKS OR SAND BAGS SIZED

MANAGE CONCRETE CONCRETE SLURRIES.

CONTRACTOR MAY ELECT TO USE OTHER APPROVED METHODS TO 4.

MANUFACTURER RECOMMENDATIONS.

INSTALL, MAINTAIN, AND DISPOSE OF IN ACCORDANCE WITH 3.

FILTER SOCK MAY BE DIRECT SEEDED AT THE TIME OF INSTALLATION2.

INSTALL ON FLAT GRADE FOR OPTIMUM PERFORMANCE1.

NOTES:

PLAN

SECTION

PLAN

SECTION

CG503

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2Q R

1. VERIFY EXISTING CONDITIONS PRIOR TO STARTING WORK.

THESE DRAWINGS ARE GENERALLY DIAGRAMMATIC AND

DO NOT SHOW ALL DETAILS REQUIRED FOR THE

COMPLETE SYSTEM. THEY SHOULD HOWEVER BE

FOLLOWED AS CLOSELY AS POSSIBLE IN THE GENERAL

ARRANGEMENT AND LOCATION OF EQUIPMENT. CHECK ALL

DIMENSIONS AT THE SITE AND INVESTIGATE ALL

STRUCTURAL AND FINISH CONDITIONS. MATCH NEW WORK

WITH THESE CONDITIONS AND PROVIDE SUCH EQUIPMENT

AND ACCESSORIES AS MAY BE REQUIRED.

2. ALL EXISTING CONDITIONS ON DRAWINGS ARE BASED ON

FIELD OBSERVATION OF THE ACTUAL EXISTING

CONDITIONS AND ON EXISTING ''AS-BUILT'' DRAWINGS OF

THE AREAS AFFECTED. THEY ARE THEREFORE

CONSIDERED TO BE SCHEMATIC.

3. EXISTING CONDUIT, DUCT BANK, CIRCUITING AND UTILITY

INFORMATION IS BASED ON ''AS-BUILT'' AND ''RECORD''

DRAWINGS, AND SITE VISITS BY THE ENGINEER. THE

EXISTING UTILITY LOCATIONS SHOWN ON THE PLANS ARE

APPROXIMATE AND SHALL NOT BE SCALED FOR EXACT

LOCATIONS. CONTACT THE CONTRACT OFFICER PRIOR TO

STARTING WORK, AND STAKE/MARK THE LOCATION OF ALL

EXISTING UTILITIES. ANY INTERRUPTION OF AN EXISTING

SYSTEM OR UTILITY SERVICE SHALL BE COORDINATED AND

APPROVED BY THE GOVERNMENT, PRIOR TO STARTING

WORK.

4. BEFORE INSTALLING EQUIPMENT, MAKE FIELD

MEASUREMENTS TO ENSURE THAT ALL ITEMS OF

EQUIPMENT FURNISHED WILL FIT INTO THE SPACE AS

SHOWN ON THE DRAWINGS. WHERE EQUIPMENT WILL NOT

FIT AS SHOWN ON THE DRAWINGS, PROVIDE A DRAWING

TO THE CONTRACTING OFFICER FOR APPROVAL WITH A

PROPOSED REVISED ARRANGEMENT BEFORE INSTALLING

THE EQUIPMENT.

5. ADJUST EQUIPMENT AND FIXTURES TO AVOID

INTERFERENCES WITH OTHER EQUIPMENT AND UTILITIES.

6. UPON DISCOVERY OF ANY DISCREPANCY OR POINTS OF

CONFLICT IN THE DRAWINGS OR THE SPECIFICATIONS,

IMMEDIATELY NOTIFY THE CONTRACTING OFFICER IN

WRITING. THE CONTRACTING OFFICER WILL CLARIFY SUCH

DISCREPANCY OR POINTS OF CONFLICT IN WRITING PRIOR

TO THE PROGRESS OF THE WORK BEYOND THE POINT

CONCERNED.

7. PROPERLY SUPPORT ALL WORK AND EQUIPMENT

INSTALLED UNDER THIS CONTRACT PLUMB AND PARALLEL

WITH GRADE OR STRUCTURE LINES. STUDY ALL

DRAWINGS, SHOP DRAWINGS, AND CATALOG DATA TO

DETERMINE HOW EQUIPMENT, ACCESSORIES, PIPING,

FIXTURES, AND RELATED ITEMS ARE TO BE SUPPORTED,

MOUNTED, OR SUSPENDED. PROVIDE ALL BOLTS, INSERTS,

PIPE STANDS, BRACKETS, STRUCTURAL SUPPORTS, AND

ACCESSORIES FOR PROPER SUPPORT OF EQUIPMENT

FURNISHED UNDER THIS CONTRACT. COORDINATE THE

ELECTRICAL WORK WITH ALL OTHER CONTRACTORS

BEFORE BEGINNING WORK TO INSURE THAT THE

ELECTRICAL WORK DOES NOT INTERFERE WITH OTHER

WORK. LINES WHICH REQUIRE SLOPE SHALL TAKE

PRECEDENCE OVER ELECTRICAL WORK.

8. PROTECT ALL EXISTING SYSTEMS/UTILITIES TO REMAIN

FROM DAMAGE. REPLACEME ANY DAMAGED EXISTING

SYSTEMS/UTILITIES TO REMAIN AT NO ADDITIONAL COST

TO THE GOVERNMENT. REPAIR ALL DAMAGED SYSTEMS

WITHIN 24 HOURS TO THE SATISFACTION OF THE

GOVERNMENT.

9. NOT USED

10. NOT USED

11. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CUTTING

AND PATCHING FOR THEIR WORK.

12. NOT USED

13. NOT USED

14. FURNISH AND INSTALL ALL EQUIPMENT FOR THE

CONSTRUCTION AND COMPLETION IN EVERY DETAIL OF

THE WORK DESCRIBED, UNLESS OTHERWISE NOTED.

FURNISH ALL LABOR, SUPERVISION, MATERIALS,

EQUIPMENT, TOOLS, TRANSPORTATION, SUPPLIES,

TESTING AND INCIDENTALS…

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File details come from the government source that posted it. Updated Jul 27, 2020.