B.08 Final Corrected Plan Set EAA 11A - 5.25.22.pdf

PDF 16 MB Posted Jun 10, 2022

Attached to: Central Everglades Planning Project (CEPP) Contract 11A, Everglades Agricultural Area (EAA) A-2 Reservoir Foundation & Cutoff Wall Project
Solicitation number: W912EP22R0005
Issued by: Department of the Army Corps of Engineers Engineering District Jacksonville

About this file

Written by GovTribe AI · Dec 27, 2023

This solicitation is for the Central Everglades Planning Project (CEPP) Contract 11A to prepare approximately 15.3 miles of foundation for a 17.3 mile embankment dam within the Everglades Agricultural Area in Palm Beach County, Florida. Scope of work includes clearing, grubbing, de-mucking, blasting, foundation preparation, installation of a seepage cutoff wall, canal backfilling and related work. The estimated magnitude of construction is between $250-500 million and the estimated period of performance is 2,044 calendar days. The solicitation will utilize best value source selection procedures to evaluate proposals based on technical merit, past performance, small business participation, and price. A pre-proposal teleconference will be held on June 22, 2022. The soliciting agency is the Department of the Army Corps of Engineers Engineering District Jacksonville.

View the file

Other files

File	Type	Posted
B.08 Amendment 0003 W912EP22R0005.pdf	PDF	Jul 18, 2022
B.08 Amendment 0002 W912EP22R0005.pdf	PDF	Jul 8, 2022
Amendment 0001 W912EP22R0005.pdf	PDF	Jun 30, 2022
B.07 W912EP22R0005 Site visit synopsis Posting.pdf	PDF	Jun 29, 2022
B.07 W912EP22R0005 Pre-proposal conference roster.pdf	PDF	Jun 29, 2022
B.07 Pre-Proposal Conference Slides_CNT 11A.pdf	PDF	Jun 22, 2022
B.08 22R0005_EAA_CNT11A_RTA_Vol2_20220602_Revised_4_PART 4.pdf	PDF	Jun 10, 2022
B.08 22R0005_EAA_CNT11A_RTA_Vol2_20220602_Revised_4_PART 2.pdf	PDF	Jun 10, 2022
B.08 22R0005_EAA_CNT11A_RTA_Vol2_20220602_Revised_4_PART 3.pdf	PDF	Jun 10, 2022
B.08 22R0005_EAA_CNT11A_RTA_Vol2_20220602_Revised_4_PART 1.pdf	PDF	Jun 10, 2022
B.08 22R0005_EAA_CNT11A_VOL1_20220610.pdf	PDF	Jun 10, 2022

Show all 11

On GovTribe

Work with this file

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

GENERAL

SHEET TITLESHEET ID

GEOTECHNICAL

SURVEY

V-101 SURVEY NOTES

C-100 C-101 C-102 C-103 C-104 C-105 C-106 C-107 C-108 C-109 C-110 C-111 C-112 C-113 C-114 C-115 C-116 C-117 C-118 C-119 C-120 C-121 C-122 C-123 C-201 C-202 C-203 C-301 C-302 C-303 C-304 C-305 C-306 C-307 C-308 C-309 C-310

OVERALL SITE PLAN

STA. 910+00 TO STA. 38+00

STA. 38+00 TO STA. 82+50

STA. 82+50 TO STA. 109+00

STA. 109+00 TO STA. 133+00

STA. 133+00 TO STA. 159+00

STA. 159+00 TO STA. 182+00

STA. 182+00 TO STA. 208+00

STA. 208+00 TO STA. 254+00

STA. 254+00 TO STA. 300+00

STA. 300+00 TO STA. 344+50

STA. 344+50 TO STA. 390+50

STA. 390+50 TO STA. 436+50

STA. 436+50 TO STA. 468+00

STA. 468+00 TO STA. 514+00

STA. 514+00 TO STA. 560+00

STA. 560+00 TO STA. 606+00

STA. 606+00 TO STA. 652+00

STA. 652+00 TO STA. 698+00

STA. 698+00 TO STA. 726+00

STA. 726+00 TO STA. 772+00

STA. 772+00 TO STA. 818+00

STA. 818+00 TO STA. 864+00

STA. 864+00 TO STA. 910+00

FOUNDATION AND CUTOFF WALL TYPICAL SECTION (NORTH AND EAST)

FOUNDATION AND CUTOFF WALL TYPICAL SECTION (SOUTH AND WEST)

RECP, D-623 PERIMETER ROAD, AND SILT FENCE DETAILS

PROFILES STA. 1+00 TO STA. 100+00

PROFILES STA. 100+00 TO STA. 200+00

PROFILES STA. 200+00 TO STA. 300+00

PROFILES STA. 300+00 TO STA. 400+00

PROFILES STA. 400+00 TO STA. 500+00

PROFILES STA. 500+00 TO STA. 600+00

PROFILES STA. 600+00 TO STA. 700+00

PROFILES STA. 700+00 TO STA. 800+00

PROFILES STA. 800+00 TO STA. 900+00

PROFILES STA. 900+00 TO STA. 914+75.66

G-001 G-002 G-003 G-004 G-005

COVER

SYMBOLOGY AND ABBREVIATIONS

LOCATION AND FEATURES MAPS

SITE ACCESS MAP

EAA A-2 CUTOFF WALL ALIGNMENT

B-101 BORING LOCATIONS

CIVIL

BORING COORDINATESB-102

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

C :\P

-C

P-

W G

A M

C _B

&W .S

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

N M

O B

. 3

2E P-

-R

-0

R G

G P

R O

T (C

C O

A, E

A-

O U

N D

N A

N D

C U

H C

O U

, F

-C

O R

US Army Corps of Engineers ®

SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE:

VOLUME X

JACKSONVILLE DISTRICT

XXXXXX-XX-X-XXXX

MMMMMMMMM YYYY

W912EP-22-R-0005

CENTRAL EVERGLADES PLANNING PROJECT

(CEPP) CONTRACT 11A, EAA

A-2 RESERVOIR FOUNDATION AND CUTOFF WALL

PALM BEACH COUNTY, FLORIDA

-C

P-

W G

C . R

, P E

W . C

O W

D R

, P E

C O

G-001

COMM

FOR

FOS

LPG

R/W

SAN

FULL SECTION

PARTIAL SECTION

DETAIL INDICATOR

OBJECT REFERENCED

VIEWING PLANE

CUTTING PLANE LINE

EXTERIOR ELEVATION

MARK No. CALLOUT MARK TITLE

4 REQ'D

PART

SEQUENCE NUMBER

DRAWING WHERE SHOWN

MARK PREFIX

QUANTITY REQUIRED

DETAIL BOUNDRY

OBJECT REFERENCED

DRAWING WHERE SHOWN

VIEWING PLANE

CUTTING PLANE LINE

TERMS AND ABBREVIATIONS

LINE SYMBOL KEY

WASTE LINE, SANITARY

POTABLE COLD WATER

DEMOLITION/REMOVAL

COMPRESSED AIR

COMUNICATION, OVERHEAD

COMMUNICATION, UNDERGROUND

LIMITS OF CONSTRUCTION

CULVERT

DITCH

ELECTRICAL PRIMARY, OVERHEAD

ELECTRICAL PRIMARY, UNDERGROUND

ELECTRICAL SECONDARY, OVERHEAD

ELECTRICAL SECONDARY, UNDERGROUND

FENCE

FIBER OPTIC, UNDERGROUND

POTABLE HOT WATER

OBJECT CENTERLINE

FUEL OIL RETURN

FUEL OIL SUPPLY

GUARDRAIL

LPG SUPPLY

WATER MAIN

RIGHT-OF-WAY

PROPERTY LINE

IDENTITY SYMBOL KEY REFERENCE SYMBOL KEY

REDUCED TO FIT

FEET-INCHES

EQUAL TO

NUMBER

PERCENT

ELEVATION DATUM INDICATOR

KEYNOTE INDICATOR

DRAWING REVISION INDICATOR

OBJECT CENTERLINE IDENTIFIER

DEGREE(S)

INCHES

X'-X"

EL 45.0

14 14OR

X°

Mk. M-614-6

BUSHING MARK M-614-6

C4C4

G3 F5

0 4' 8'2'

GRAPHIC SCALE

IDENTIFICATION

B7 A4 C3 D8

30' 60'0

IDENTIFICATION

SCALE REFERENCE

GRAPHIC SCALES

INTERIOR ELEVATIONS

WITH MULTIPLE VIEWS

INTERIOR ELEVATION

LOCATION CALLED

OUT IN DETAIL

NOMENCLATURE

AND MARK No.

DRAWING AREA PLAN TITLE

COUPLING DETAIL

SCALE: 1/4"=1'-0"F3

SCALE REFERENCE

IDENTIFICATION

0 4' 8'2'

GRAPHIC SCALE

DRAWING AREA STANDARD DETAIL TITLE

CROSS SECTION

SCALE: 1"=30'

D7 C-24

SHEET CALLOUT

C-76

S-56 S-56

A-32 M-51

A-21 A-21 A-22 A-22

DRAWING WHERE

SHOWN

DRAWING WHERE

SHOWN

DRAWING WHERE

SHOWN

SMALL CONDITIONS

DETAIL INDICATOR

FLOOR PLAN

SCALE: 1/4"=1'-0"

SCALE REFERENCE

DRAWING AREA SECTION/ELEVATION/DETAIL TITLE

PLAN NORTH

ARROW

MATERIAL SYMBOL KEY

SD STORM DRAIN

REDUCED TO FIT

REDUCED TO FITREDUCED TO FIT

REDUCED TO FIT

GENERAL NOTES

TABLE OF CONTENTSGENERAL SYMBOLOGY

ABAN ABANDON

ACI AMERICAN CONCRETE INSTITUTE

ADDL ADDITIONAL

AI ASPHALT INSTITUTE

AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION

ALLOW ALLOWANCE

ALT ALTERNATE

ANSI AMERICAN NATIONAL STANDARDS INSTITUTE

APPD APPROVED

APPROX APPROXIMATE

AR AS REQUIRED

ASCE AMERICAN SOCIETY OF CIVIL ENGINEERS

ASME AMERICAN SOCIETY OF MECHANICAL ENGINEERS

ASSY ASSEMBLY

ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS

ASYM ASYMMETRICAL

AVG AVERAGE

AWG AMERICAN WIRE GAUGE

AWWA AMERICAN WATER WORKS ASSOCIATION

BLDG BUILDING

BOT BOTTOM

BTWN BETWEEN

CL CENTERLINE

CLR CLEAR

CLSM CONTROLLED LOW STRENGTH MATERIAL

CONC CONCRETE

CRSI CONCRETE REINFORCING STEEL INSTITUTE

CSI CONSTRUCTION SPECIFICATIONS INSTITUTE

CTRL CONTROL

CU FT CUBIC FEET

CU YD CUBIC YARD

DEG DEGREE

DEMO DEMOLITION

DET DETAIL

DIA DIAMETER

DIAG DIAGONAL

DWG DRAWING

EA EACH

EL ELEVATION

EQ EQUAL

EQUIP EQUIPMENT

EST ESTIMATE

FDOT FLORIDA DEPARTMENT OF TRANSPORTATION

FIG FIGURE

FS FEDERAL SPECIFICATION

FT FEET/FOOT

GOVT FEDERAL GOVERNMENT

HCP HANDICAPPED

HMMA HOLLOW METAL DOOR MANUFACTURERS ASSOCIATION

HORIZ HORIZONTAL

HT HEIGHT

ID INSIDE DIAMETER

IN-LB INCH POUND

INV INVERT

IP IRON PIPE

IPS IRON PIPE SIZE

IR INSIDE RADIUS

L ANGLE

LBF POUND FORCE

LBS POUNDS

LF LINEAR FOOT

MATL MATERIAL

MAX MAXIMUM

MIN MINIMUM

MSL MEAN SEA LEVEL

NEC NATIONAL ELECTRIC CODE

NFPA NATIONAL FIRE PROTECTION ASSOCIATION

NIBS NATIONAL INSTITUTE OF BUILDING SCIENCES

NIC NOT IN CONTRACT

NO. NUMBER

NOM NOMINAL

NORM NORMAL

N.T.S. NOT TO SCALE

OA OVERALL

OC ON CENTER

OD OUTSIDE DIAMETER

OPP OPPOSITE

PN PART NUMBER

PROP PROPERTY

QTY QUANTITY

R RADIUS

REF REFERENCE

REQD REQUIRED

REV REVISION

SQ SQUARE

SQ FT SQUARE FEET

SYMM SYMMETRICAL

TYP TYPICAL

W/ WITH

W/O WITHOUT

WP WORKING POINT

T/B TOP AND BOTTOM

EF EACH FACE

G - GENERAL

V - SURVEY/MAPPING

B - GEOTECHNICAL

C - CIVIL

S - STRUCTURAL

A - ARCHITECTURAL

F - FIRE PROTECTION

M - MECHANICAL

E - ELECTRICAL

T - TELECOMMUNICATIONS

R - RESOURCE

1. THESE LEGENDS ARE COMPOSED OF STANDARD SYMBOLS

AND ARE PERTINENT TO THE CONDITIONS ON THIS SET OF

DRAWINGS TO THE EXTENT APPLICABLE.

2. ADDITIONAL LEGENDS AND/OR ABBREVIATIONS MAY APPEAR

IN THIS SET OF DRAWINGS TO INDICATE SPECIFIC CONDITIONS

IN LIEU OF SYMBOLS SHOWN ON THIS SHEET.

3. REFER TO SPECIFICATION SECTION 00 31 32 GEOTECHNICAL

DATA REPORT FOR BORING MAP AND COORDINATES.

F-09

SHEET INDENTIFICATION KEY

SHEET SEQUENCE NUMBER

DISCIPLINE DESIGNATOR

STANDARD FORMAT

C-16 S-544B

SHEET SEQUENCE NUMBER

DISCIPLINE DESIGNATOR

WITH BUILDING ID

FACILITY IDENTIFICATION

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

C :\P

-C

P-

W G

/3 1/

M O

N O

C H

R O

M E.

D W

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

N M

O B

. 3

2E P-

-R

-0

R G

G P

R O

T (C

C O

A, E

A-

O U

N D

N A

N D

C U

H C

O U

, F

-C

O R

-C

P-

W G

C . R

, P E

W . C

O W

D R

, P E

G Y

O N

G-002

LOCATION MAP - SOUTH FLORIDA

SCALE: NTS

FEATURES MAP

SCALE: NTS

SEE SITE ACCESS MAP

PROJECT LIMITS OF

CONSTRUCTION

LEGEND

1 SURVEY CONTROL POINT

NORTHING EASTING DESCRIPTIONELEV.*

SURVEY CONTROL POINTS

CONTROL

NO. NGS-PID

P781 DQ1735 762645.71 758309.45 21.56 FLANGE-ENCASED STAINLESS STEEL ROD

Q781 DQ1737 770222.74 758388.24 16.06 FLANGE-ENCASED STAINLESS STEEL ROD

SW1 DQ1738 776534.82 758299.31 16.54 SURVEY DISK SET IN PAVEMENT / SLAB

21 N/A 764234.88 735600.30 20.87 ½” iron pipe with orange cap “TRAV PT LB 4603”

30 N/A 782495.72 741798.91 11.09 ½” iron pipe with orange cap “TRAV PT LB 4603”

31 N/A 782463.60 741720.55 10.89 ½” iron pipe with orange cap “TRAV PT LB 4603”

33 N/A 779739.94 731277.84 12.40 ½” iron pipe with orange cap “TRAV PT LB 4603”

WETLAND

SW1

Q781

P781

PROJECT LOCATION

DISTRICT BOUNDARY

SOUTH FLORIDA

WATER MANAGEMENT

ORLANDO

FT. PIERCE

STUART

JUPITER

WEST PALM BEACH

BOCA RATON

FORT LAUDERDALE

MIAMI

EVERGLADES

NATIONAL

PARK

KEY WEST

NAPLES

FT. MYERS

OKEECHOBEE

M iam iC anal

L-23

L 19

NorthNew RiverCanal

AREA

A-2

STORMWATER

TREATMENT

AREA (STA)

(UNDER

CONSTRUCTION) A-2 RESERVOIR A-1

FLOW

EQUILIZATION

BASIN (FEB)

(EXISTING)

A-2

IN-FLOW / OUT-FLOW CANAL

(UNDER CONSTRUCTION)

30 MILES TO FORT LAUDERDALE

MANAGEMENTWILDLIFEHOLEY LAND

13 MILES TO BELLE GLADE

* NOTE: ELEVATIONS ARE IN FEET AND TENTHS AND REFER TO NORTH AMERICAN VERTICAL DATUM (NAVD 88)

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

C :\P

-C

P-

W G

/1 /2

_B &W

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

N M

O B

. 3

2E P-

-R

-0

R G

G P

R O

T (C

C O

A, E

A-

O U

N D

N A

N D

C U

H C

O U

, F

-C

O R

-C

P-

W G

C . R

, P E

W . C

O W

D R

, P E

N A

N D

G-003

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

C :\P

-C

P-

W G

/1 3/

_B &W

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

N M

O B

. 3

2E P-

-R

-0

R G

G P

R O

T (C

C O

A, E

A-

O U

N D

N A

N D

C U

H C

O U

, F

-C

O R

-C

P-

W G

C . R

, P E

W . C

O W

D R

, P E

A C

S M

G-004

CANAL CROSSING

(EXISTING)

PRIMARY

CONSTRUCTION

FIELD OFFICE

LOCATION

CANAL CROSSING

(BY OTHERS)

NTS

SITE ACCESS MAP

PLAN

NORTH

START OF SITE ACCESS ROAD

N:781956 E:769283

A-1

FLOW EQUALIZATION BASIN

(FEB)

A-2 R

ESER

SECONDARY

CONSTRUCTION FIELD

OFFICE LOCATION

(NOT CONSTRUCTED)

GENERAL NOTES

1. ACCESS IS SHARED WITH THE SFWMD AND THEIR

REPRESENTATIVES. CONTRACTOR IS REQUIRED TO

COORDINATE TRAFFIC CONTROL WITH OTHER CONTRACTORS

FOR THE DURATION OF THIS CONTRACT.

50+00

100+00

150+00 200+00

250+00

300+00

350+00

400+00

450+00

750+00

800+00

850+00

900+00

0+00.00

PI 84

PI 90

78PI105+84.69

PI111+62.60

.59

.74

.99

PI456+21.26PI

.29

PI913+32.99

914+76

Horizontal Alignment Name: EAA A-2 Cutoff Wall

STATION NORTHING EASTING

Element: Linear

POB ( ) 0+00.00 784535.52 732535.61

PC ( ) 81+51.24 784574.23 740686.76

Tangent Direction: N 89°43'41" E Tangent Length: 8151.24

Element: Circular

PC ( ) 81+51.24 784574.23 740686.76

PI ( ) 84+16.32 784575.49 740951.84

CC ( ) 784074.23 740689.14

PT ( ) 86+38.72 784356.80 741101.64

Radius: 500.00 Delta: 55°51'40" Right Degree of Curvature(Arc): 11°27'33" Length: 487.48 Tangent: 265.08 Chord: 468.40 Middle Ordinate: 58.24 External: 65.92 Tangent Direction: N 89^43'41" E Radial Direction: S 0^16'19" E Chord Direction: S 62^20'29" E Radial Direction: S 55^35'20" W Tangent Direction: S 34^24'40" E

Element: Linear

PT ( ) 86+38.72 784356.80 741101.64

PC ( ) 87+47.70 784266.88 741163.23

Tangent Direction: S 34°24'40" E Tangent Length: 108.98

Element: Circular

PC ( ) 87+47.70 784266.88 741163.23

PI ( ) 90+12.78 784048.19 741313.03

CC ( ) 784549.45 741575.73

PT ( ) 92+35.18 784049.45 741578.10

Radius: 500.00 Delta: 55°51'40" Left Degree of Curvature(Arc): 11°27'33" Length: 487.48 Tangent: 265.08 Chord: 468.40 Middle Ordinate: 58.24 External: 65.92 Tangent Direction: S 34°24'40" E Radial Direction: S 55°35'20" W Chord Direction: S 62°20'29" E Radial Direction: S 0°16'19" E Tangent Direction: N 89°43'41" E

Element: Linear

PT ( ) 92+35.18 784049.45 741578.10

PC ( ) 103+08.91 784054.55 742651.81

Tangent Direction: N 89°43'41" E Tangent Length: 1073.72

Element: Circular

PC ( ) 103+08.91 784054.55 742651.81

PI ( ) 105+84.69 784055.86 742927.59

CC ( ) 784554.55 742649.44

PT ( ) 108+12.95 784289.82 743073.61

Radius: 500.00 Delta: 57°45'32" Left Degree of Curvature(Arc): 11°27'33" Length: 504.04 Tangent: 275.78 Chord: 482.97 Middle Ordinate: 62.18 External: 71.01 Tangent Direction: N 89°43'41" E Radial Direction: S 0°16'19" E Chord Direction: N 60°50'54" E Radial Direction: S 58°01'52" E Tangent Direction: N 31°58'08" E

Element: Linear

PT ( ) 108+12.95 784289.82 743073.61

PC ( ) 108+86.82 784352.48 743112.72

Tangent Direction: N 31°58'08" E Tangent Length: 73.87

Element: Circular

PC ( ) 108+86.82 784352.48 743112.72

PI ( ) 111+62.60 784586.44 743258.74

CC ( ) 784087.75 743536.89

PT ( ) 113+90.86 784587.75 743534.51

Radius: 500.00 Delta: 57°45'32" Right Degree of Curvature(Arc): 11°27'33" Length: 504.04 Tangent: 275.78 Chord: 482.97 Middle Ordinate: 62.18 External: 71.01 Tangent Direction: N 31°58'08" E Radial Direction: S 58°01'52" E Chord Direction: N 60°50'54" E Radial Direction: S 0°16'19" E Tangent Direction: N 89°43'41" E

Element: Linear

PT ( ) 113+90.86 784587.75 743534.51

PC ( ) 141+34.59 784600.78 746278.21

Tangent Direction: N 89°43'41" E Tangent Length: 2743.73

Horizontal Alignment Name: EAA A-2 Cutoff Wall (Cont.)

STATION NORTHING EASTING

Element: Circular

PC ( ) 709+40.83 764289.73 732915.35

PI ( ) 711+87.29 764288.53 732668.89

CC ( ) 764539.72 732914.13

PT ( ) 713+29.97 764534.95 732664.18

Radius: 250.00 Delta: 89°11'02" Right Degree of Curvature(Arc): 22°55'06" Length: 389.14 Tangent: 246.46 Chord: 351.03 Middle Ordinate: 71.97 External: 101.06 Tangent Direction: S 89°43'17" W Radial Direction: N 0°16'43" W Chord Direction: N 45°41'12" W Radial Direction: N 88°54'19" E Tangent Direction: N 1°05'41" W

Element: Linear

PT ( ) 713+29.97 764534.95 732664.18

PC ( ) 910+79.37 784280.75 732286.84

Tangent Direction: N 1°05'41" W Tangent Length: 19749.41

Element: Circular

PC ( ) 910+79.37 784280.75 732286.84

PI ( ) 913+32.99 784534.32 732282.00

CC ( ) 784285.53 732536.80

PT ( ) 914+75.66 784535.52 732535.61

Radius: 250.00 Delta: 90°49'22" Right Degree of Curvature(Arc): 22°55'06" Length: 396.29 Tangent: 253.62 Chord: 356.08 Middle Ordinate: 74.50 External: 106.12 Tangent Direction: N 1°05'41" W Radial Direction: N 88°54'19" E Chord Direction: N 44°19'00" E Radial Direction: S 0°16'19" E Tangent Direction: N 89°43'41" E

Horizontal Alignment Name: EAA A-2 Cutoff Wall (Cont.)

STATION NORTHING EASTING

Element: Circular

PC ( ) 141+34.59 784600.78 746278.21

PI ( ) 143+81.59 784601.95 746525.21

CC ( ) 784350.78 746279.40

PT ( ) 145+24.27 784354.98 746529.36

Radius: 250.00 Delta: 89°18'30" Right Degree of Curvature(Arc): 22°55'06" Length: 389.68 Tangent: 247.00 Chord: 351.41 Middle Ordinate: 72.16 External: 101.44 Tangent Direction: N 89°43'41" E Radial Direction: S 0°16'19" E Chord Direction: S 45°37'04" E Radial Direction: S 89°02'11" W Tangent Direction: S 0°57'49" E

Element: Linear

PT ( ) 145+24.27 784354.98 746529.36

PC ( ) 188+66.96 780012.91 746602.40

Tangent Direction: S 0°57'49" E Tangent Length: 4342.68

Element: Circular

PC ( ) 188+66.96 780012.91 746602.40

PI ( ) 195+89.74 779290.24 746614.55

CC ( ) 780025.19 747332.29

PT ( ) 200+06.38 779295.21 747337.31

Radius: 730.00 Delta: 89°25'50" Left Degree of Curvature(Arc): 7°50'55" Length: 1139.43 Tangent: 722.78 Chord: 1027.23 Middle Ordinate: 211.25 External: 297.28 Tangent Direction: S 0°57'49" E Radial Direction: S 89°02'11" W Chord Direction: S 45°40'44" E Radial Direction: S 0°23'39" E Tangent Direction: N 89°36'21" E

Element: Linear

PT ( ) 200+06.38 779295.21 747337.31

PC ( ) 304+92.40 779367.34 757823.09

Tangent Direction: N 89°36'21" E Tangent Length: 10486.02

Element: Circular

PC ( ) 304+92.40 779367.34 757823.09

PI ( ) 307+89.99 779369.39 758120.66

CC ( ) 779067.35 757825.15

PT ( ) 309+61.22 779071.84 758125.12

Radius: 300.00 Delta: 89°32'13" Right Degree of Curvature(Arc): 19°05'55" Length: 468.81 Tangent: 297.58 Chord: 422.55 Middle Ordinate: 87.01 External: 122.56 Tangent Direction: N 89°36'21" E Radial Direction: S 0°23'39" E Chord Direction: S 45°37'33" E Radial Direction: S 89°08'34" W Tangent Direction: S 0°51'26" E

Element: Linear

PT ( ) 309+61.22 779071.84 758125.12

PC ( ) 453+68.73 764665.94 758340.68

Tangent Direction: S 0°51'26" E Tangent Length: 14407.51

Element: Circular

PC ( ) 453+68.73 764665.94 758340.68

PI ( ) 456+21.26 764413.43 758344.46

CC ( ) 764662.20 758090.71

PT ( ) 457+63.95 764412.20 758091.93

Radius: 250.00 Delta: 90°34'43" Right Degree of Curvature(Arc): 22°55'06" Length: 395.22 Tangent: 252.54 Chord: 355.33 Middle Ordinate: 74.12 External: 105.35 Tangent Direction: S 0°51'26" E Radial Direction: S 89°08'34" W Chord Direction: S 44°25'55" W Radial Direction: N 0°16'43" W Tangent Direction: S 89°43'17" W

Element: Linear

PT ( ) 457+63.95 764412.20 758091.93

PC ( ) 709+40.83 764289.73 732915.35

Tangent Direction: S 89°43'17" W Tangent Length: 25176.88

EAA A-2 CUTOFF WALL ALIGNMENT

SCALE: N.T.S.

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

C :\P

-C

P-

W G

/3 1/

M O

N O

C H

R O

M E.

D W

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

N M

O B

. 3

2E P-

-R

-0

R G

G P

R O

T (C

C O

A, E

A-

O U

N D

N A

N D

C U

H C

O U

, F

-C

O R

-C

P-

W G

C . R

, P E

W . C

O W

D R

, P E

D -6

N E

N M

G-005

℄ D-623

PLAN

NORTH

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

C :\P

-C

P-

.D W

G 1:

O N

O C

H R

O M

B K3

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

N M

O B

. 3

2E P-

-R

-0

R G

G P

R O

T (C

C O

A, E

A-

O U

N D

N A

N D

C U

H C

O U

, F

-C

O R

-C

P-

.D W

C . R

, P E

W . C

O W

D R

, P E

N O

V-101

:\P

-C

P-

.D W

G 1:

O N

O C

H R

O M

B K3

ACGENERAL SURVEY NOTES

2017 PALM BEACH COUNTY

SURVEY 19-163 - 2019

SURVEY 19-164 - 2019

SURVEY 19-163 - 2019

USACE EVERGLADES AGRICULTURAL AREA LIDAR

1. DESCRIPTION - THE USACE CONTRACTED DIGITAL AERIAL

SOLUTIONS, LLC TO OBTAIN PROFESSIONAL SERVICES

RELATED TO THE PLANNING, ACQUISITION AND

DEVELOPMENT OF LIGHT DETECTION AND RANGING

(LIDAR) DATA AND DERIVATIVE PRODUCTS, THE TASK

ORDER IS FOR A QL0 LIDAR SURVEY TO BE COLLECTED

OVER PALM BEACH COUNTY IN FLORIDA. THE DELIVERABLE

PRODUCTS WOULD BE USED BY THE USACE FOR

CONSERVATION PLANNING, DESIGN, RESEARCH,

FLOORPLAIN MAPPING, WETLANDS IDENTIFICATION, DAM

SAFETY ASSESSMENTS, HYDROLOGIC MODELING, AND

OTHER ENVIRONMENTAL PURPOSES, THE DATA WAS

DELIVERED ON THE STATE PLANE COORDINATE SYSTEM,

U.S. SURVEY FEET, FLORIDA EAST, HORIZONTAL DATUM

NAD83(2011), VERTICAL DATUM NAVD88, GEOID 12B.

2. HORIZONTAL ACCURACY - THIS DATA SET WAS PRODUCED

TO MEET ASPRS POSITIONAL ACCURACY STANDARDS FOR

DIGITAL GEOSPATIAL DATA (2014) FOR A 0.052 FT RMSEX/

0.075 FT RMSEY HORIZONTAL ACCURACY CLASS WHICH

EQUATES TO POSITIONAL HORIZONTAL ACCURACY = ±0.161 FT

AT A 95% CONFIDENCE LEVEL ESTIMATED LIDAR HORIZONTAL

ERROR PER POINT.

3. VERTICAL ACCURACY - THIS LIDAR DATA SET WAS TESTED TO

BE 0.272 FT NVA AT 95% CONFIDENCE LEVEL USING RSME(Z) X

2.9600 AS DEFINED BY THE NATIONAL STANDARDS FOR SPATIAL

DATA ACCURACY (NSSDA). THE ROOT MEAN SQUARE ERROR

VERTICAL (RMSEZ) WAS COMPUTED TO BE 0.138 FT. THE NVA OF

CLASSIFIED LIDAR POINT CLOUD WAS CALCULATED AGAINST

TINS DERIVED FROM THE FINAL CALIBRATED AND CONTROLLED

SWATH DATA USING 33 NVA CHECKPOINTS LOCATED IN BARE

EARTH LAND COVER CLASS. THE VVA OF THE CLASSIFIED LIDAR

POINT CLOUD WAS CALCULATED AGAINST TINS DERIVED FROM

THE FINAL CALIBRATED AND CONTROLLED SWATH DATA USING

0 VVA CHECKPOINTS LOCATED IN THE BRUSHLANDS AND LOW

TREES AND TALL WEEDS AND CROPS LAND COVER CATEGORIES.

THE ACCURACY Z WAS TESTED TO BE 0,.000 FT VVA AT 95TH

PERCENTILE USING RSME(Z) X 1.9600 AS DEFINED BY THE

NATIONAL STANDARDS FOR SPATIAL DATA ACCURACY (NSSDA);

ASSESSED AND REPORTED USING AMERICAN SOCIETY OF

PHOTOGRAMMETRY AND REMOTE SENSING (ASPRS) GUIDELINES.

USACE EVERGLADES AGRICULTURAL AREA, MIAMI CANAL AND

HOLEYLAND WILDLIFE MANAGEMENT AREA (WMA) AERIAL IMAGERY

1. DESCRIPTION - THE USACE CONTRACTED DIGITAL AERIAL

SOLUTIONS, LLC TO OBTAIN PROFESSIONAL SERVICES

RELATED TO THE PLANNING, ACQUISITION AND

DEVELOPMENT OF DIGITAL AERIAL IMAGERY DATA

AND DERIVATIVE PRODUCTS. THE OBJECTIVE OF

THIS ASSIGNMENT WAS TO COLLECT 0.14 FT (4CM) GDS

DIGITAL MULTI SPECTRAL REMOTE SENSING IMAGERY

AND GPS/IMU DATA COVERING THE PROJECT AREA. DAS

ACQUIRED IMAGERY ON SEPT 10 AND 11 OF 2019. IMAGERY

WAS ACQUIRED USING A LEICA ADS100 OPERATING WITH

AN INERTIAL MEASURING UNIT (IMU) AND DUAL FREQUENCY

GPS RECEIVER. THE IMAGERY DATA WAS USED TO

SUPPORT THE AERIAL TRIANGULATION AND PRODUCTION

OF L1-LEVEL STEREO IMAGES. THE ABGPS AND GROUND

CONTROL USED FOR THE IMAGERY DATA WAS DELIVERED

IN THE STATE PLAN COORDINATE SYSTEM, U.S. SURVEY FEET,

FLORIDA EAST, HORIZONTAL DATUM NAD83(2011), VERTICAL

DATUM NAVD88, GEOID 12B.

2. HORIZONTAL ACCURACY - THIS DATA SET WAS PRODUCED

TO MEET ASPRS POSITIONAL ACCURACY STANDARDS FOR

DIGITAL GEOSPATIAL DATA (2014) FOR A 0.164 FT RMSEX/

0.164 FT RMSEY HORIZONTAL ACCURACY CLASS WHICH

EQUATES TO POSITIONAL HORIZONTAL ACCURACY = ±0.400 FT

AT A 95% CONFIDENCE LEVEL ESTIMATED IMAGERY

HORIZONTAL ERROR PER POINT.

3. VERTICAL ACCURACY - THIS LIDAR DATA SET WAS PRODUCED

TO MEET ASPRS "POSITIONAL ACCURACY STANDARDS FOR

DIGITAL GEOSPATIAL DATA" (2014) FOR 0.328 FT RMSEX / 0,328

FT RMSEY HORIZONTAL ACCURACY CLASS WHICH EQUATES TO

POSITIONAL HORIZONTAL ACCURACY = ±.643 FT AT A 95%

CONFIDENCE LEVEL ESTIMATED IMAGERY HORIZONTAL ERROR

PER POINT.

4. ALL VISIBLE FEATURES AND CORRESPONDING LEVELS INCLUDED

WITHIN EACH OF THE TILED MICROSTATION DGN FILES ARE/WERE

SUBJECT TO VERIFICATION AND/OR COLLECTION OF HORIZONTAL

POSITIONING FROM THE USE OF THE 2019 AERIAL IMAGERY AND/OR

LIDAR POINT CLOUD. EXCLUDING THE DATA IN THE AFORE

MENTIONED LEVELS HEREIN ABOVE. THE VERTICAL POSITIONING

VALUES OF FEATURES REQUIRED IN CONTRIBUTING TO THE

DEMS/DTMS OF EACH TILE WERE OBTAINED FROM THE 2019 BARE

EARTH CLASSIFIED LIDAR DATA SET.

USACE EVERGLADES AGRICULTURAL TOPOGRAPHIC SURVEY

1. DESCRIPTION - THE USACE CONTRACTED DEGROAVE

SURVEYORS INC., TO OBTAIN PROFESSIONAL SERVICES

RELATED TO THE PLANNING, ACQUISITION AND

DEVELOPMENT OF TOPOGRAPHIC SURVEY DATA AND

DERIVATIVE PRODUCTS. THE PURPOSE OF THIS SURVEY

WAS TO COMPLETE A TOPOGRAPHIC, CROSS -SECTIONAL

SURVEY OF AGRICULTURAL FIELDS LOCATED IN TOWNSHIP

36 SOUTH, RANGE 43 EAST. HORIZONTAL COORDINATES

ARE REFERENCED TO THE NORTH AMERICAN DATUM OF

1983 (2011), FLORIDA STATE PLANE COORDINATE SYSTEM,

FLORIDA EAST ZONE FIPS 0901, US SURVEY FEET.

HORIZONTAL COORDINATES WERE ESTABLISHED FOR THE

SITE CONTROL POINTS BY STATIC GPS SESSIONS AND

PROCESSED WITH THE NATIONAL GEODETIC SURVEY'S

ONLINE POSITIONING USERS SERVICE (OPUS). ELEVATIONS

WERE ESTABLISHED BY DIGITAL DIFFERENTIAL LEVEL RUNS

TO THE SITE CONTROL POINTS. ELEVATIONS ARE

REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM

OF 1988 (NAVD88), GEOID12B, US SURVEY FEET.

2. HORIZONTAL ACCURACY - THIS DATA SET WAS PRODUCED

TO MEET USACE EM-1110-1-2909 AND/OR FLORIDA STATUES

CHAPTER 177, CHAPTER 472 AND RULE CHAPTER 5J-17,

FLORIDA ADMINISTRATIVE CODE PER SOW 19-164.

3. VERTICAL ACCURACY - THIS DATA SET WAS PRODUCED TO

MEET USACE-EM-1110-1-2909 AND/OR FLORIDA STATUES

CHAPTER 177, CHAPTER 472 AND RULE CHAPTER 5J-17,

FLORIDA ADMINISTRATIVE CODE PER SOW 19-164.

PALM BEACH COUNTY, FL LIDAR

1. DESCRIPTION - DATA FOR PALM BEACH QL2 LIDAR PROJECT

WAS ACQUIRED BY AXIS GEOSPATION, LLC. THE PROJECT

AREA INCLUDED APPROXIMATELY 1,994 CONTIGUOUS SQUARE

MILES OR 5164.44 SQUARE KILOMETERS FOR PALM BEACH

COUNTY, FLORIDA LIDAR SENSOR DATA WERE COLLECTED

WITH THE RIEGLE LMS0Q1560 LIDAR SYSTEM, U.S. SURVEY

FEET, FLORIDA EAST, HORIZONTAL DATUM NAD83(2011),

VERTICAL DATUM NAVD88, GEOID 12B.

2. HORIZONTAL ACCURACY - THIS DATA SET WAS PRODUCED

TO MEET ASPRS POSITIONAL ACCURACY STANDARDS FOR

DIGITAL GEOSPATIAL DATA (2014) FOR A 1.35 FT RMSEX/RMSEY

HORIZONTAL ACCURACY = ±.28 FT AT A 95% CONFIDENCE

LEVEL. EIGHT (8) CHECKPOINTS WERE PHOTO -IDENTIFIABLE

BUT DO NOT PRODUCE A STATISTICALLY SIGNIFICANT TESTED

HORIZONTAL ACCURACY VALUE.

3. VERTICAL ACCURACY - THIS LIDAR DATA SET WAS TESTED TO

MEET ASPRS POSITIONAL ACCURACY STANDARDS FOR DIGITAL

GEOSPATIAL DATA (2014) FOR A 0.33 FT RMSEZ VERTICAL

ACCURACY CLASS ACTUAL NVA ACCURACY WAS FOUND TO BE

RMSEZ = 0.16 FT. EQUATING TO ± 0.31 FT AT 95% CONFIDENCE

LEVEL. ACTUAL VVA ACCURACY WAS FOUND TO BE ±.59 FT

AT THE 95TH PERCENTILE THE 5% OUTLIERS CONSISTED OF

3 CHECKPOINTS THAT IS LARGER THAN THE 95TH PERCENTILE.

THESE CHECKPOINTS HAVE DZ VALUES RANGING BETWEEN

0.73 FT AND 2.09 FT.

1. PURPOSE - THE PURPOSE OF THESE DATA TILES WAS

TO PRODUCE HIGH ACCURACY 3D ELEVATION PRODUCTS

FROM TILED LIDAR DATA IN LAS 1.2 AND 1.4 FORMATS, TO

INCLUDE 3D PLANIMMETRICS, BREAKLINES, AND DIGITAL

TERRAIN/ELEVATION MODELS (DTMS/DEMS). ALL

PRODUCTS ADHERE TO AND/OR COMPLY WITH USACE AND

USGS GUIDANCE AND FLORIDA STATE STATUTES REGARDING

THE COLLECTION AND DEPICTION OF LAND SURVEYING AND

MAPPING. ADDITIONALLY, THE SPECIFICATION BY THE

AMERICAN SOCIETY FOR PHOTOGRAMMETRY AND REMOTE

SENSING (ASPRS) LAS SPECIFICATION VERSION 1.2 & 1.4.

2. USE - THIS DATA WAS PRODUCED FOR THE U.S. ARMY CORPS

OF ENGINEERS, JACKSONVILLE DISTRICT, ACCORDING TO

SPECIFIC PROJECT REQUIREMENTS. THIS INFORMATION IS

PROVIDED "AS IS" FURTHER DOCUMENTATION OF THIS DATA

CAN BE OBTAINED BY CONTACTING: USACE, JACKSONVILLE

DISTRICT, 701 SAN MARCO BLVD. JACKSONVILLE, FL. 32207.

DATA POC: ENGINEERING DIVISION, DESIGN BRANCH, CHIEF

GEOMATICS SECTION.

3. UNITS - ALL COORDINATES, HORIZONTAL AND VERTICAL, ARE

IN UNITS OF US FEET. HORIZONTAL DATA IS REFERENCED TO

THE STATE PLANE COORDINATE SYSTEM, FLORIDA EAST FIPS

ZONE 0901, NORTH AMERICAN DATUM OF 1983, 2011

REALIZATION (NAD83/2011) VERTICAL INFORMATION WAS

REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM OF

1988 (NAVD88). GEOID12B WAS USED TO PERFORM

CONVERSIONS FROM ELLIPSOIDAL HEIGHTS TO ORTHOMETRIC

HEIGHTS.

4. VERTICAL DATUM CONVERSION FACTOR - NAVD88 TO NGVD29:

THE SURVEYS CONTRIBUTING TO THE DESIGN OF THIS PROJECT

WERE CONDUCTED IN, AND ARE RELATIVE TO, THE NORTH

AMERICAN VERTICAL DATUM OF 1988 (NAVD88). CONVERSIONS

OF MODERN SURVEY DATA FROM NAVD88 TO THE NATIONAL

GEODETIC VERTICAL DATUM OF 1929 (NGVD29) ARE BASED ON

HISTORICAL SURVEYS AND THE MODELS GENERATED FROM

THOSE SURVEYS. VERTICAL CONVERSIONS OF THIS TYPE

SHOULD BE LIMITED TO NON-CRITICAL FEATURES SUCH AS

COURSE GROUND ELEVATIONS OF HYDROGRAPHIC SURVEY

DATA. CONVERSION OF THE ELEVATIONS OF SURVEY CONTROL

POINTS OR WATER LEVEL HEIGHTS SHOULD BE AVOIDED.

THE VERTICAL DATUM CONVERSION FACTOR IN THE VICINITY OF

THIS PROJECT IS 1.43', PLUS OR MINUS 0.1'. TO CONVERT AN

ELEVATION IN NAVD88 TO NGVD29, ADD THE VALUE FURNISHED

ABOVE TO THE NAVD88 ELEVATON. FOR EXAMPLE 10.00' NAVD88

= 11.43' NGVD29.

914+75.66 0+00

50+00

100+00

150+00

200+00

250+00

300+00

350+00

400+00

450+00

720+00

750+00

850+00

900+00

0+00

914+75.66

50+00

100+00

150+00

200+00

250+00

300+00

350+00

400+00

450+00 500+00

550+00

600+00

650+00

700+00

750+00

900+00

850+00

800+00

LIMITS OF CONSTRUCTION 10

42 56

66 77

85 86

105106107108113114

119120121122123124125126127128

150 151 152 153 154 155

161 162 163 164

168 169 170

297298

384385

NO WORK AREA

(SEE NOTE 3)

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

C :\P

B-

R C

N T-

D W

G 8:

C _B

&W .S

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

N M

O B

. 3

2E P-

-R

-0

R G

G P

R O

T (C

C O

A, E

A-

O U

N D

N A

N D

C U

H C

O U

, F

-C

O R

BORING LOCATION MAP

PLAN

NORTH

0 1600' 3200'

U E

C . R

, P E

W . C

O W

D R

, P E

L O

B-101

STA 18

STA 58+55

STA 868+50

OPTION 1

STA 868+50 TO STA 58+55

OPTION 2

STA 58+55 TO STA 188+60

STA 30

OPTION 3

STA 188+60 TO STA 308+00

BASE

STA 308+00 TO STA 868+50

BASE

STA 308+00 TO STA 868+50

BASE

STA 308+00 TO STA 868+50

℄ D-623

GENERAL NOTES

1. STOCKPILE MATERIAL IS INTENDED FOR USE ON FUTURE

CONTRACTS. IT IS BEING SHOWN ON THIS PLAN SHEET

FOR AWARENESS TO THE CONTRACT-11A CONTRACTOR.

2. SEE SECTION 01 11 00 FOR DEMONSTRATION DETAILS

AND REQUIREMENTS.

3. SEE SPECIFICATION 01 11 00 FOR NO WORK AREA

DETAILS AND REQUIREMENTS.

4. SEE B-102 FOR BORING COORDINATES AND GDR FOR

ADDITIONAL INFORMATION.

NO WORK AREA

(SEE NOTE 3)

NO WORK AREA

(SEE NOTE 3)

NO WORK AREA

(SEE NOTE 3)

NO WORK AREA

(SEE NOTE 3)

NO WORK AREA

(SEE NOTE 3)

NO WORK AREA

(SEE NOTE 3)

NO WORK AREA

(SEE NOTE 3)

NO WORK AREA

(SEE NOTE 3)

DEMONSTRATION SECTION 1

(445+00 TO 450+00)

(SEE NOTE 2)

DEMONSTRATION SECTION 2

(460+00 TO 465+00)

(SEE NOTE 2)

NO WORK AREA

(SEE NOTE 3)

Point Table

Point #

Northing

779769.2330

779387.8420

775911.0000

774922.0000

771043.6300

773046.1070

781014.7650

780505.1650

776378.8130

775415.2370

767009.1090

767013.8570

767009.1780

771565.3530

772678.0000

779901.5950

780902.1710

782083.2020

781751.9000

781455.6840

775885.7390

774888.6140

766024.4630

766014.0000

771061.7990

772724.0000

780449.6200

781450.2320

779379.0000

779377.0000

779370.0000

779474.0000

780406.0000

781340.0000

782459.0000

784701.5160

784697.5160

784669.5160

Easting

732383.6830

753706.7900

736093.0000

736112.0000

754617.8490

754603.8080

743239.0920

742741.3890

735068.5600

735099.1220

744952.3180

745954.3740

747057.5420

755596.3570

755621.0000

744039.9310

744035.8590

744187.8500

743250.1200

742238.1160

734091.6870

734091.8310

745462.7980

747375.0000

756572.9570

756588.0000

745031.7870

745018.8110

751871.0000

748452.0000

747856.0000

746899.0000

746598.0000

746643.0000

746660.0000

746426.7849

745637.7849

744625.7849

Core Boring # cp20-eaars-cb-0474 cp20-eaars-cb-0473 cp20-eaars-cb-0424 cp20-eaars-cb-0423 cp20-eaars-cb-0394 cp20-eaars-cb-0392 cp20-eaars-cb-0378 cp20-eaars-cb-0377 cp20-eaars-cb-0364 cp20-eaars-cb-0363 cp20-eaars-cb-0344 cp20-eaars-cb-0343 cp20-eaars-cb-0342 cp20-eaars-cb-0329 cp20-eaars-cb-0328 cp20-eaars-cb-0312 cp20-eaars-cb-0311 cp20-eaars-cb-0310 cp20-eaars-cb-0309 cp20-eaars-cb-0308 cp20-eaars-cb-0294 cp20-eaars-cb-0293 cp20-eaars-cb-0273 cp20-eaars-cb-0272 cp20-eaars-cb-0257 cp20-eaars-cb-0255 cp20-eaars-cb-0237 cp20-eaars-cb-0236 cp20-eaars-cb-0176 cp20-eaars-cb-0171 cp20-eaars-cb-0170 cp20-eaars-cb-0169 cp20-eaars-cb-0168 cp20-eaars-cb-0167 cp20-eaars-cb-0166 cp20-eaars-cb-0164 cp20-eaars-cb-0163 cp20-eaars-cb-0162

Point Table

Point #

Northing

784644.5160

784473.0000

784567.0000

784617.0000

784585.0000

784576.0000

784581.0000

784571.0000

784597.0000

784534.0000

783814.7760

782829.0000

781806.0000

780780.3900

778738.4130

777720.1330

776760.8450

773722.9810

772739.5770

771748.0000

770744.1610

769733.7360

768747.7350

767724.2380

766742.5280

765768.7240

764747.5030

764328.0000

764240.0000

764340.0000

764263.0000

764359.0000

764282.0000

764371.0000

764290.0000

764391.0000

764303.0000

764404.0000

Easting

743650.7849

740101.0000

739313.0000

739057.0000

738200.0000

737352.0000

735504.0000

734463.0000

733912.0000

732402.0000

732218.7750

732313.0000

732351.0000

732353.6170

732379.1810

732428.2238

732490.1658

732508.1450

732531.6620

732542.0000

732567.8962

732580.2322

732617.9422

732620.1020

732634.6560

732646.4580

732686.8710

733010.0000

734007.0000

735009.0000

736009.0000

738054.0000

739102.0000

740161.0000

741211.0000

743315.0000

744375.0000

745359.0000

Core Boring # cp20-eaars-cb-0161 cp20-eaars-cb-0158 cp20-eaars-cb-0157 cp20-eaars-cb-0156 cp20-eaars-cb-0155 cp20-eaars-cb-0154 cp20-eaars-cb-0153 cp20-eaars-cb-0152 cp20-eaars-cb-0151 cp20-eaars-cb-0150 cp20-eaars-cb-0149 cp20-eaars-cb-0148 cp20-eaars-cb-0147 cp20-eaars-cb-0146 cp20-eaars-cb-0145 cp20-eaars-cb-0144 cp20-eaars-cb-0143 cp20-eaars-cb-0138 cp20-eaars-cb-0137 cp20-eaars-cb-0136 cp20-eaars-cb-0135 cp20-eaars-cb-0134 cp20-eaars-cb-0133 cp20-eaars-cb-0132 cp20-eaars-cb-0131 cp20-eaars-cb-0130 cp20-eaars-cb-0129 cp20-eaars-cb-0128 cp20-eaars-cb-0127 cp20-eaars-cb-0126 cp20-eaars-cb-0125 cp20-eaars-cb-0124 cp20-eaars-cb-0123 cp20-eaars-cb-0122 cp20-eaars-cb-0121 cp20-eaars-cb-0120 cp20-eaars-cb-0119 cp20-eaars-cb-0118

Point Table

Point #

Northing

764322.0000

764397.0000

764319.0000

764416.0000

764345.0000

764339.0000

764463.0000

764361.0390

764475.0000

764378.5330

764810.6450

765768.4030

766862.9430

767775.4420

768799.4080

769781.4450

770694.7290

771801.9990

772693.4640

773753.8330

774813.6840

775780.3520

778828.1260

779415.0000

779356.0000

779405.0000

779422.0000

779355.0000

764488.2450

764456.8160

766038.8320

767526.9070

764420.1720

764391.2610

775430.8690

771844.3760

779814.8210

Easting

745534.0000

745767.0000

746399.0000

748476.0000

749534.0000

753571.0000

754566.0000

755582.7150

756565.0000

757574.1370

758318.0600

758263.3550

758224.5380

758253.5310

758255.1880

758256.9040

758226.6620

758191.8900

758134.3340

758167.8250

758118.7750

758051.7670

758136.3660

757637.0000

756635.0000

755234.0000

755139.0000

753843.0000

752710.1410

747444.7470

747427.8590

747404.6150

742265.0270

736990.2700

736643.3820

733125.7560

746065.4910

Core Boring # cp20-eaars-cb-0117 cp20-eaars-cb-0116 cp20-eaars-cb-0115 cp20-eaars-cb-0114 cp20-eaars-cb-0113 cp20-eaars-cb-0108 cp20-eaars-cb-0107 cp20-eaars-cb-0106 cp20-eaars-cb-0105 cp20-eaars-cb-0104 cp20-eaars-cb-0103 cp20-eaars-cb-0102 cp20-eaars-cb-0101 cp20-eaars-cb-0100 cp20-eaars-cb-0099 cp20-eaars-cb-0098 cp20-eaars-cb-0097 cp20-eaars-cb-0096 cp20-eaars-cb-0095 cp20-eaars-cb-0094 cp20-eaars-cb-0093 cp20-eaars-cb-0092 cp20-eaars-cb-0087 cp20-eaars-cb-0086 cp20-eaars-cb-0085 cp20-eaars-cb-0084 cp20-eaars-cb-0083 cp20-eaars-cb-0079 cp19-eaars-cb-0077 cp19-eaars-cb-0066 cp19-eaars-cb-0065 cp19-eaars-cb-0064 cp19-eaars-cb-0056 cp19-eaars-cb-0042 cp19-eaars-cb-0035 cp19-eaars-cb-0013 cp19-eaars-cb-0010

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

C :\P

B-

R C

N T-

D W

G 2:

C _B

&W .S

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

N M

O B

. 3

2E P-

-R

-0

R G

G P

R O

T (C

C O

A, E

A-

O U

N D

N A

N D

C U

H C

O U

, F

-C

O R

U E

C . R

, P E

W . C

O W

D R

, P E

C O

O R

B-102

BORING COORDINATES

GENERAL NOTES

1. SEE B-101 FOR BORING LOCATIONS AND GDR FOR

ADDITIONAL INFORMATION.

914+75.66 0+00

50+00

100+00

150+00

200+00

250+00

300+00

350+00

400+00

450+00

720+00

750+00

850+00

900+00

0+00

914+75.66

50+00

100+00

150+00

200+00

250+00

300+00

350+00

400+00

450+00 500+00

550+00

600+00

650+00

700+00

750+00

900+00

850+00

800+00

LIMITS OF CONSTRUCTION

Borrow Area (1)

Borrow Area (2)

Borrow Area (4)

Borrow Area (5)

Borrow Area (3)

C-101 C-102

C-103

C-104 C -105

C -106

C-107 C-108 C-109

C -110

C -111

C -112

C-113

C-114C-115C-116C-117C-118C-119

C -120

C -121

C -122

C -123

EXISTING STOCKPILE

(SEE NOTE 1)

EXISTING STOCKPILE

(SEE NOTE 1)

N 778187 E 733445

N 778187 E 733045

N 782187 E 733045

N 773791 E 733615

N 773791 E 733215

N 769791 E 733615

N 769791 E 733215

N 782187 E 733445

N 765433 E 755389

N 770648 E 755306

N 770648 E 752683

N 773391 E 755266

N 773391 E 752650

N 779812 E 741815

N 777973 E 755198

N 783144 E 741807

N 783106 E 733988

N 776519 E 734117

N 776537 E 736711

N 774536 E 734136

N 774527 E 736711

N 765307 E 734302 N 765264

E 744836

N 767920 E 744807

N 767945 E 747463

N 765308 E 747474

N 777817 E 744652

N 779820 E 744626

NO WORK AREA

(SEE NOTE 5)

N 778195.6 E 748625.5

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

C :\P

C -1

W G

/1 2/

_B &W

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

N M

O B

. 3

2E P-

-R

-0

R G

G P

R O

T (C

C O

A, E

A-

O U

N D

N A

N D

C U

H C

O U

, F

-C

O R

OVERALL SITE PLAN

PLAN

NORTH

0 1600' 3200'

U E

C . R

, P E

W . C

O W

D R

, P E

C-100

Borrow Area (1) Coordinates

NORTHING

(USFT)

EASTING

(USFT)

782443 741849

779863 741866

782443 744349

779863 744366

Borrow Area (2) Coordinates

NORTHING

(USFT)

EASTING

(USFT)

773343 753473

772263 753473

773343 755973

772263 755973

Borrow Area (3) Coordinates

NORTHING

(USFT)

EASTING

(USFT)

771910 753473

770686 753473

771910 755973

770686 755973

Borrow Area (5) Coordinates

NORTHING

(USFT)

EASTING

(USFT)

776487 734411

776487 736661

774577 736661

774577 734411

Borrow Area (4) Coordinates

NORTHING

(USFT)

EASTING

(USFT)

767870 744857

766270 744902

767895 747413

766295 747442

STA 18

STA 58+55

STA 868+50

OPTION 1

STA 868+50 TO STA 58+55

OPTION 2

STA 58+55 TO STA 188+60

STA 30

OPTION 3

STA 188+60 TO STA 308+00

BASE

STA 308+00 TO STA 868+50

BASE

STA 308+00 TO STA 868+50

BASE

STA 308+00 TO STA 868+50

℄ D-623

GENERAL NOTES

1. STOCKPILE MATERIAL IS INTENDED FOR USE ON FUTURE

CONTRACTS. IT IS BEING SHOWN ON THIS PLAN SHEET

FOR AWARENESS TO THE CONTRACT-11A CONTRACTOR.

2. SEE SECTION 01 11 00 FOR DEMONSTRATION DETAILS

AND REQUIREMENTS.

3. SEE SPECIFICATION 01 11 00 FOR NO WORK AREA

DETAILS AND REQUIREMENTS.

4. FARMING ACTIVITIES ARE ON-GOING OUTSIDE THE LIMITS

OF CONSTRUCTION. CONTRACTOR'S OPTIONS FOR

DISCHARGING SURFACE AND SUBSURFACE WATER ARE

(1) WITHIN THE LIMITS OF CONSTRUCTION AND (2)

OFFSITE. IF THE CONTRACTOR CHOOSES TO DISCHARGE

WATER OUTSIDE THE LIMITS OF CONSTRUCTION

("OFFSITE") REFER TO 01 57 20 ENVIRONMENTAL

PROTECTION FOR REQUIRED PERMITS AND

AUTHORIZATIONS.

5. NO WORK IS AUTHORIZED WITHIN 200-FT IN ANY

DIRECTION OF THESE COORDINATES WITHOUT WRITTEN

APPROVAL FROM THE CONTRACTING OFFICER.

BORROW AREA COORDINATES

NO WORK AREA

(SEE NOTE 3)

NO WORK AREA

(SEE NOTE 3)

NO WORK AREA

(SEE NOTE 3)

NO WORK AREA

(SEE NOTE 3)

NO WORK AREA

(SEE NOTE 3)

NO WORK AREA

(SEE NOTE 3)

NO WORK AREA

(SEE NOTE 3)

DEMONSTRATION SECTION 1

(445+00 TO 450+00)

(SEE NOTE 2)

DEMONSTRATION SECTION 2

(460+00 TO 465+00)

(SEE NOTE 2)

NO WORK AREA

(SEE NOTE 3)

AGRICULTURE FIELDS

OUTSIDE THE LIMITS OF

CONSTRUCTION

(SEE NOTE 4)

N 784667 E 732101

N 784715 E 732834

CP20-EAARS-CB-0181

CP20-EAARS-CB-0150

8 8

9 99

9 9

99999

9 9

N 784431 E 732139

N 784393 E 732140

N 784436 E 733938

N 784723 E 733938

N 784723 E 733986

N 784216 E 733938

N 784400 E 733938

-5

-7-6-4-3-2-1123467

-10 -12-11-9-8

-10 -5

-12 -11 -9 -8 -7 -6 -4 -3 -2 -1 1 2 3 4 6 7 8

914+75.66

0+00

5+00

10+00

15+00

910+00

CP20-EAARS-CB-0152 CP20-EAARS-CB-0153

8 8

99 9 9 98 8

N 784437 E 733986

N 784216 E 733986

N 784440 E 736334

N 784404 E 736334N 784401

E 733986

-5

-7-6-4-3-2-112346789

-10 -10

-5

-12 -12

-11 -11

-9 -9

-8

-8 -7 -6 -4 -3 -2 -1 1 2 3 4 6 7 8

15+00

20+00

25+00

30+00

35+00

-C

P-

W G

C . R

, P E

W . C

O W

D R

, P E

. 9

. 3

C-101

℄ EAA A-2 CUTOFF WALL

C EAA A-2 CUTOFF WALLL

PLAN

NORTH

PLAN STA. 910+00 TO STA. 15+00

100' 200'0

PLAN

NORTH

PLAN STA. 15+00 TO STA. 38+00

100' 200'0

MATCH LINE - STA. 910+00 SHEET C-123

ATC

LIN

E - STA 15+00

ATC

LIN

E - STA 15+00

ATC

LIN

E - STA. 38+00 SH

EET C

-102

LIMITS OF CONSTRUCTION

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

C :\P

-C

P-

W G

A M

C _B

&W .S

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

N M

O B

. 3

2E P-

-R

-0

R G

G P

R O

T (C

C O

A, E

A-

O U

N D

N A

N D

C U

H C

O U

, F

-C

O R

GENERAL NOTES

KEY MAP

1. ELEVATIONS ARE IN FEET AND TENTHS AND REFER TO

NORTH AMERICAN VERTICAL DATUM (NAVD88).

2. STATIONING ON PLAN SHEETS BASED ON D-623 CENTERLINE.

FOR ALIGNMENT INFORMATION SEE SHEET G-005.

3. SEE GDR FOR BORING INFORMATION.

4. FOR TYPICALS SEE SHEETS C-201 AND C-202.

5. FOR CUTOFF WALL BOTTOM ELEVATIONS SEE SHEETS

C-301 TO C-310.

6. SEE SHEET C-100 FOR ADDITIONAL LIMITS OF

CONSTRUCTION COORDINATES.

KEY NOTES

CLEAR, GRUB AND DEMUCK;

FOUNDATION PREP, CLSM AND

TOP COVER AS INDICATED IN

APPLICABLE CROSS SECTIONS.

PLAN

NORTH

CLEAR, GRUB, AND DEMUCK

EXISTING DITCH WITHIN LIMITS

OF CONSTRUCTION. BACKFILL

WITH FLOWABLE FILL (CLSM) TO

ELEVATION 8.0 FT. REFER TO

SECTION 31 23 24 FOR

ADDITIONAL DETAILS AND

REQUIREMENTS.

C-201 A

CONSTRUCTION TO BE

DONE BY OTHERS

CONSTRUCTION TO BE

DONE BY OTHERS

A-2 STA

(BY OTHERS)

CONSTRUCTION TO BE

DONE BY OTHERS

CP19-EAARS-CB-0029

CP20-EAARS-CB-0154 CP20-EAARS-CB-0155

40+00

45+00

50+00

55+00

60+00

-5

-7-6-4-3-2-11234678911

-10 -5

-12 -11 -9 -8 -7 -6 -4 -3 -2 -1 1 2 3 4 6 7

-10 -12-11-9

7 8

11 12

771177

9 9

9 9 99

N 784443 E 736835

N 784422 E 736836

CP20-EAARS-CB-0156

CP20-EAARS-CB-0157

CP20-EAARS-CB-0158

60+00

65+00

70+00

75+00

80+00

-5

-7-6-4-3-2-11234678911

-10 -5

-12 -11 -9 -8 -7 -6 -4 -3 -2 -1 1 2 3 4 6 7 8

8 8

8 899

8 8

99 99 1010778 89 99

9 9

N 784458 E 739168

N 784748 E 739163

N 784748 E 739201

N 784460 E 739206

N 784221 N 784221

N 784462 E 740700

N 784446 E 740698N 784435

E 739168

N 784445 E 739206

-10 -12-11-9-8

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

C :\P

-C

P-

W G

/1 3/

_B &W

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

N M

O B

. 3

2E P-

-R

-0

R G

G P

R O

T (C

C O

A, E

A-

O U

N D

N A

N D

C U

H C

O U

, F

-C

O R

-C

P-

W G

C . R

, P E

W . C

O W

D R

, P E

. S

O S

. 8

C-102

PLAN

NORTH

PLAN STA. 38+00 TO STA. 60+00

100' 200'0

PLAN

NORTH

PLAN STA. 60+00 TO STA. 82+50

100' 200'0

ATC

LIN

E - STA. 82+50 SH

EET C

-103

ATC

LIN

E - STA. 60+00

ATC

LIN

E - STA. 60+00

ATC

LIN

E - STA. 38+00, SH

EET C

-101

LIMITS OF CONSTRUCTION

GENERAL NOTES

KEY MAP

KEY NOTES

PLAN

NORTH

1. ELEVATIONS ARE IN FEET AND TENTHS AND REFER TO

NORTH AMERICAN VERTICAL DATUM (NAVD88).

2. STATIONING ON PLAN SHEETS BASED ON D-623 CENTERLINE.

FOR ALIGNMENT INFORMATION SEE SHEET G-005.

3. SEE GDR FOR BORING INFORMATION.

4. FOR TYPICALS SEE SHEETS C-201 AND C-202.

5. FOR CUTOFF WALL BOTTOM ELEVATIONS SEE SHEETS

C-301 TO C-310.

6. SEE SHEET C-100 FOR ADDITIONAL LIMITS OF

CONSTRUCTION COORDINATES.

CLEAR, GRUB, AND DEMUCK

EXISTING DITCH WITHIN LIMITS

OF CONSTRUCTION. BACKFILL

WITH FLOWABLE FILL (CLSM) TO

ELEVATION 8.0 FT. REFER TO

SECTION 31 23 24 FOR

ADDITIONAL DETAILS AND

REQUIREMENTS.

NO WORK TO BE DONE IN THIS

AREA.

C-201 A

FOUNDATION PREP AND CUTOFF WALL

INSTALLATION IS TO BE DONE "BY OTHERS"

IN THE "NO WORK IN THIS AREA" ZONES

FOUNDATION PREP AND CUTOFF WALL

INSTALLATION IS TO BE DONE "BY OTHERS"

IN THE "NO WORK IN THIS AREA" ZONES

CLEAR, GRUB AND DEMUCK;

FOUNDATION PREP, CLSM AND

TOP COVER AS INDICATED IN

APPLICABLE CROSS SECTIONS.

N 784243 E 741424

N 784201 E 741581

N 784203 E 742675

N 784328 E 742911

N 784756 E 740985

CP20-EAARS-CB-0159

CP19-EAARS-CB-0043

CP20-EAARS-CB-0078

CP20-EAARS-CB-0429

CP20-EAARS-CB-0082

CP20-EAARS-CB-0081

CP20-EAARS-CB-0080

CP20-EAARS-CB-0178

85+00

90+00

95+00

100+00

105+00

110+00

89 9

8 8

9 9

10 8 9

9 10

11 11

7 7

94+00

95+00

93+00

91+00

92+00

110+00

111+00

109+00

107+00

108+00

112+00

113+00

106+00

99+00

100+00

98+00

96+00

97+00

104+00

105+00

103+00

101+00

102+00

94+00

95+00

93+00

91+00

92+00

110+00

111+00

109+00

107+00

108+00

112+00

113+00

106+00

99+00

100+00

98+00

96+00

97+00

104+00

105+00

103+00

101+00

102+00

94+00

95+00

93+00

91+00

92+00

110+00

111+00

109+00

107+00

108+00

112+00

113+00

106+00

99+00

100+00

98+00

96+00

97+00

104+00

105+00

103+00

101+00

102+00

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

C :\P

-C

P-

W G

/1 /2

_B &W

D W

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

N M

O B

. 3

2E P-

-R

-0

R G

G P

R O

T (C

C O

A, E

A-

O U

N D

N A

N D

C U

H C

O U

, F

-C

O R

-C

P-

W G

C . R

, P E

W . C

O W

D R

, P E

. 8 2+

O S

. 1

C-103

NORTH

PLAN STA. 82+50 TO STA. 109+00

100' 200'0

ATC

LIN

E - STA. 82+50 SH

EET C

-102

ATC

LIN

E - STA. 109+00 SH

EET C

-104

LIMITS OF CONSTRUCTION

GENERAL NOTES

KEY MAP

KEY NOTES

PLAN

NORTH

1. ELEVATIONS ARE IN FEET AND TENTHS AND REFER TO

NORTH AMERICAN VERTICAL DATUM (NAVD88).

2. STATIONING ON PLAN SHEETS BASED ON D-623 CENTERLINE.

FOR ALIGNMENT INFORMATION SEE SHEET G-005.

3. SEE GDR FOR BORING INFORMATION.

4. FOR TYPICALS SEE SHEETS C-201 AND C-202.

5. FOR CUTOFF WALL BOTTOM ELEVATIONS SEE SHEETS

C-301 TO C-310.

6. SEE SHEET C-100 FOR ADDITIONAL LIMITS OF

CONSTRUCTION COORDINATES.

NO WORK TO BE DONE IN THIS

AREA.

FUTURE S-623 PUMP STATION

FOUNDATION PREP AND CUTOFF WALL

INSTALLATION IS TO BE DONE "BY OTHERS"

IN THE "NO WORK IN THIS AREA" ZONES

CLEAR, GRUB AND DEMUCK;

FOUNDATION PREP, CLSM AND

N 784640 E 743126

N 784769 E 743416

110+00

115+00

120+00

125+00

130+00

9 9

-5

-7-6-4-3-2-11234678911

-10 -5

-12 -11 -9 -8 -7 -6 -4 -3 -2 -1 1 2 3 4 6 7 8

-10 -12-11-9-8

9 9

8 9

CP20-EAARS-CB-0160

N 784773 E 743786

N 784773 E 743823

N 784246 E 743790

N 784246 E 743829

N 784779 E 744485

N 784779 E 744447

N 784252 E 744492

N 784253 E 744453

N 784782 E 745135

N 784782 E 745097

N 784255 E 745149

N 784256 E 745111

N 784640 E 743126

N 784769 E 743416

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

C :\P

-C

P-

W G

/1 /2

_B &W

D W

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

N M

O B

. 3

2E P-

-R

-0

R G

G P

R O

T (C

C O

A, E

A-

O U

N D

N A

N D

C U

H C

O U

, F

-C

O R

-C

P-

W G

C . R

, P E

W . C

O W

D R

, P E

. 1

C-104

NORTH

PLAN STA. 109+00 TO STA. 133+00

100' 200'0

ATC

LIN

E - STA. 109+00 SH

EET C

-103

ATC

LIN

E - STA. 133+00 SH

EET C

-105

LIMITS OF CONSTRUCTION

GENERAL NOTES

KEY MAP

KEY NOTES

PLAN

NORTH

1. ELEVATIONS ARE IN FEET AND TENTHS AND REFER TO

NORTH AMERICAN VERTICAL DATUM (NAVD88).

2. STATIONING ON PLAN SHEETS BASED ON D-623 CENTERLINE.

FOR ALIGNMENT INFORMATION SEE SHEET G-005.

3. SEE GDR FOR BORING INFORMATION.

4. FOR TYPICALS SEE SHEETS C-201 AND C-202.

5. FOR CUTOFF WALL BOTTOM ELEVATIONS SEE SHEETS

C-301 TO C-310.

6. SEE SHEET C-100 FOR ADDITIONAL LIMITS OF

CONSTRUCTION COORDINATES.

INFLOW - OUTFLOW CANAL (BY OTHERS)

C-201 A

CLEAR, GRUB, AND DEMUCK

EXISTING DITCH WITHIN LIMITS

OF CONSTRUCTION. BACKFILL

WITH FLOWABLE FILL (CLSM) TO

ELEVATION 8.0 FT. REFER TO

SECTION 31 23 24 FOR

ADDITIONAL DETAILS AND

REQUIREMENTS.

NO WORK TO BE DONE IN THIS

AREA.

FOUNDATION PREP AND CUTOFF WALL

INSTALLATION IS TO BE DONE "BY OTHERS"

IN THE "NO WORK IN THIS AREA" ZONES

CLEAR, GRUB AND DEMUCK;

FOUNDATION PREP, CLSM AND

N 784780 E 746332

N 784744 E 746463

N 784635 E 746603

N 784480 E 746696

-10 -5

-12 -11 -9 -8 -7 -6 -4 -3 -2 -1 1 2 3 4 6 7 8

-5

-7-6-4-3-2-11234678911

1 0

-1 -2 -3 -4

-6 -5

-7 -8

-8 -7

-6

-5 -4

-3 -2

-1

3 4

5 6 7 8 9 10 11

13 12

11 10 9 8 7 6 5 4 3 2 1 0 -1 -2 -3 -4 -5 -6 -7

-8 -9 -10 -11 -12

8 8 9 9 9 8 7 8

9 8

8 8

135+00

140+00

145+00

150+00

155+00

8 8

N 784782 E 745798

N 784782 E 745760

N 784256 E 745805

N 784255 E 745766

N 784750 E 746457

N 784750 E 746411

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

C :\P

-C

P-

W G

/9 /2

_B &W

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

N M

O B

. 3

2E P-

-R

-0

R G

G P

R O

T (C

C O

A, E

A-

O U

N D

N A

N D

C U

H C

O U

, F

-C

O R

-C

P-

W G

C . R

, P E

W . C

O W

D R

, P E

. 1

C-105

N O

PLAN STA. 133+00 TO STA. 159+00

100' 200'0

MATCH LINE - STA. 133+00 SHEET C-104

ATC

LIN

E - STA. 159+00 SH

EET C

-106

LIMITS OF CONSTRUCTION

GENERAL NOTES

KEY MAP

KEY NOTES

PLAN

NORTH

1. ELEVATIONS ARE IN FEET AND TENTHS AND REFER TO

NORTH AMERICAN VERTICAL DATUM (NAVD88).

2. STATIONING ON PLAN SHEETS BASED ON D-623 CENTERLINE.

FOR ALIGNMENT INFORMATION SEE SHEET G-005.

3. SEE GDR FOR BORING INFORMATION.

4. FOR TYPICALS SEE SHEETS C-201 AND C-202.

5. FOR CUTOFF WALL BOTTOM ELEVATIONS SEE SHEETS

C-301 TO C-310.

6. SEE SHEET C-100 FOR ADDITIONAL LIMITS OF

CONSTRUCTION COORDINATES.

INFLOW - OUTFLOW CANAL (BY OTHERS)

MAINT. ROAD (BY OTHERS)

C-201 A

CLEAR, GRUB, AND DEMUCK

EXISTING DITCH WITHIN LIMITS

OF CONSTRUCTION. BACKFILL

WITH FLOWABLE FILLABLE FILL

(CLSM) TO ELEVATION 8.0 FT.

REFER TO SECTION 31 23 24

FOR ADDITIONAL DETAILS AND

REQUIREMENTS.

CLEAR, GRUB AND DEMUCK;

FOUNDATION PREP, CLSM AND

CP20-EAARS-CB-0166

CP20-EAARS-CB-0167

160+00

165+00

170+00

175+00

180+00

-5 -5

-8-8 -7 -7-6

-6 -4 -4-3

-3 -2

-2

-1

3 4

6 7

9 11

-50510

-7-6-4-3-2-11234678911

-10 -5

-12 -11 -9 -8 -7 -6 -4 -3 -2 -1 1 2 3 4 6 7 8

-8 -9 -10 -11 -12

78 7 8

8 8

9 9

9 9 9 88 118

7 8

10 9

9 8 8 8

9 8 8 8 7 7 79 9 7 8 8 9

9 9

12 13

12 7 546 0 1 2 3 4 5 56 7 8 9 10

9 10 1213

9 9

910 12 11

12 7

1 23

N 782527 E 746503

N 782527 E 746467

N 782496 E 746466

N 782527 E 746744

N 782496 E 746744

N 782527 E 746251 N 782496

E 746251

N 782496 E 746504

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

C :\P

-C

P-

W G

A M

C _B

&W .S

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

N M

O B

. 3

2E P-

-R

-0

R G

G P

R O

T (C

C O

A, E

A-

O U

N D

N A

N D

C U

H C

O U

, F

-C

O R

-C

P-

W G

C . R

, P E

W . C

O W

D R

, P E

. 1

C-106

NORTH

PLAN…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Jun 11, 2022.