J.02_Drawings_FS.pdf

PDF 23 MB Posted Aug 16, 2019

Attached to: Sunland Park West Levee Repair Federal contract opportunity
Solicitation number: 191BWC19B0001
Issued by: International Boundary and Water Commission U.S.-Mexico

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J.02 Drawings FS

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Other files for this federal contract opportunity

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File	Type	Posted
Drawings_20190903_FS.pdf	PDF	Sep 5, 2019
191BWC19B0001_Prebid_Agenda.pdf	PDF	Sep 5, 2019
Site_Visit_Sign_In_Sheet.pdf	PDF	Sep 5, 2019
Drawings_20190903_HS.pdf	PDF	Sep 5, 2019
Questions_Answers_Received_Against_191BWC19B0001.pdf	PDF	Sep 5, 2019
Sunland_West_Specs_20190903.pdf	PDF	Sep 5, 2019
191BWC19B0001,_0001.pdf	PDF	Sep 5, 2019
Revised_J-04_Design_Report_20190821.pdf	PDF	Sep 5, 2019
J.12_Valley_Creek_Restoration_Site_Drawings.pdf	PDF	Aug 16, 2019
J.17_IBWC_Form_245.pdf	PDF	Aug 16, 2019
J.13_Wage_Determination_TX20190035_01042019.pdf	PDF	Aug 16, 2019
J.03_Drawings_HS.pdf	PDF	Aug 16, 2019
J.01_Technical_Specifications.pdf	PDF	Aug 16, 2019
J.07_-_J.10.zip	ZIP file	Aug 16, 2019
J.04_-_J.06.zip	ZIP file	Aug 16, 2019
J.15_IBWC_Form_116.pdf	PDF	Aug 16, 2019
191BWC19B0001.pdf	PDF	Aug 16, 2019
J.11_Sunland_Park_Levee_Forensic_Geotechnical_Investigation.pdf	PDF	Aug 16, 2019
J.14_IBWC_Form_110.pdf	PDF	Aug 16, 2019
J.19_IBWC_Form_245B.pdf	PDF	Aug 16, 2019
J.16_IBWC_Form_117.pdf	PDF	Aug 16, 2019

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W . B

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NEW MEXICOTEXAS

INTERNATIONAL BOUNDARY

AND WATER COMMISSION

UNITED STATES SECTION

CONSTRUCTION PLANS

RIO GRANDE CANALIZATION PROJECT

SUNLAND PARK WEST LEVEE REPAIR

EL PASO COUNTY, TEXAS

AUGUST 14, 2019

CONSTRUCTION PLANS

LOCATION MAP

PROJECT DESCRIPTION

International Boundary & Water Commission - United States Section Sunland Park West Levee Repair (approximately 2.8 miles along the west bank of the Rio Grande) El Paso County, Texas From STA: 1518+56.27 to STA: 1666+77.50

NAL BOUNDARY AND WATER

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VICINITY MAP

Begin project STA: 1518+56.27 End Project

STA: 1666+77.50

:1593+92.07

C O

BIN

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LATER

C E

STA :1667+08.05

SCHULTZ LATERAL

O L

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R D.

COUNTRY CLUB RD. BRIDGE

STA :1666+59.14

W .B

PROJECT

LOCATION

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United States Section

SOLICITATION/RFP NUMBER

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International Boundary & Water Commission

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CONTRACT NUMBER

P lo t S ca le P lo t D ev ic e

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IBWC Border V20170817

S he et S et N am e

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IBWC CONTRACTOR NAME

IBWC CONTRACT/TASK ORDER

Arcadis U.S. Inc., IBM15D001/IBM17T0010

Arcadis U.S. Inc., 08-14-2019USIBWC HQ-ESD

191BWC19B0001

G002

SHEET INDEX AND

GENERAL NOTES

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INDEX OF SHEETS

DWG. NO. DESCRIPTION

GENERAL

G001 COVER SHEET

G002

ABBREVIATIONS, LEGEND AND SYMBOLS

G003

PROJECT LAYOUT KEY MAP STA: 1518+56.27 TO 1666+77.50

CIVIL

C102

SHEET INDEX AND GENERAL NOTES

G201 - G202

TYPICAL SECTIONSC101

C201 - C215 PLAN & PROFILE STA: 1518+56.27 TO 1666+77.50

CIVIL DETAIL CONCRETE LEVEE AND SLOPE PAVING

25084 LEVEE RAMP DETAILS (USIBWC STANDARD DRAWING 25084)

C501 - C551 CROSS SECTIONS STA: 1518+78.96 TO 1666+77.50

26409-1 HEAVY DUTY VEHICULAR GATE (USIBWC STANDARD DRAWING 26409-1)

26409-2 HEAVY DUTY VEHICULAR GATE (USIBWC STANDARD DRAWING 26409-2)

26424-1 USIBWC NOTICE SIGNS (USIBWC STANDARD DRAWING 26424-1)

CIVIL/STRUCTURAL

REFERENCE

SURVEY CONTROL - EXISTING R.O.W. LINE AND CURVE TABLESG101

G301

GENERAL NOTES

1.1 Do not scale drawings. All dimensions shall be as indicated on the plan. Contractor shall verify all dimensions and conditions at the job site before commencing work.

1.2 Horizontal datum is based on the New Mexico State Plane Coordinate Grid System (NMSPCGS), New Mexico Central Zone North American Datum of 1983 (NAD 83), in U.S. survey feet using GEOID 2012A. Vertical datum is based on North American Vertical Datum of 1988 (NAVD 88), in U.S.

survey feet.

1.3 Reference stationing and offsets refer to the Centerline (℄) Alignment, unless otherwise noted. All proposed horizontal dimensions, radial dimensions, stations and offsets refer to the earthen levee, not the gravel road, unless otherwise noted. All proposed elevations refer to the earthen levee, not the gravel road or the topsoil treatment, unless otherwise noted.

1.4 All construction entrances shall be approved by the USIBWC or private land owners, except for Borderland Bridge and Country Club Bridge.

1.5 Locations of existing inlet/outlet structures are based on available information and survey of visible features. Field verify and protect all existing structures and facilities unless otherwise noted for removal in these drawings or the Technical Specifications. Repair damaged structures and facilities at no additional cost to USIBWC.

1.6 All levee slopes and disturbed soil areas shall be revegetated.

1.7 Various existing signs are located throughout the project limits. All signs impacted by construction shall be removed. Existing USIBWC notice signs shall be disposed of per Specification Section 01.74.19.

Stop signs that meet current FHWA retroreflectivity requirements and the size requirements of USIBWC Standard Drawing 26424 may be reused. All other signs shall be stored and then reinstalled in as close to their original position and orientation as possible after construction. Replace any signs and posts damaged during construction. New USIBWC notice signs shall meet USIBWC Standard Drawing 26424. Existing break away bases that meet NCHRP Report 350 or AASHTO's MASH may be reused.

Undamaged posts may be reused.

1.8 Various existing vehicular swing gates are located throughout the project limits. Each USIBWC gate shall be removed and replaced with a new gate in accordance with USIBWC Standard Drawing 26409.

Removed gates shall have all concrete removed and be delivered to the USIBWC American Dam Field Office at 2616 West Paisano Drive, El Paso, TX 79922.

1.9 Inspect all structures and property within the project limits on a regular basis to locate any damages by construction activities. Repair all damage caused by construction activities in accordance with the requirements of the contract documents.

1.10 Toe drains were installed during the previous construction. The existing toe drains will be left in place. If toe drains are damaged during construction, they do not need to be repaired or replaced. If encountered, add a geotextile above the existing toe drains and extend it one foot on each side before placing the impervious fill. Refer to excerpts of construction drawings for IBM10C0018 dated July 21, 2010 for the location of the existing toe drains.

1.11 Remove all trash, rubble, and debris (including buried trash and debris) located within the project limits and dispose of per Specification Section 01.74.19. Provide general housekeeping of trash, rubble, and debris during construction to maintain a clean construction site for the duration of the project.

Contractor shall pay for all associated dumping fees.

EXISTING UTILITY COORDINATION

2.1 The existing utility features shown are based on an above-ground field survey and data provided by franchise utility companies and may not include all utilities at the site. Prior to the start of any construction, verify and confirm the existence and location, depth, and height of all utilities, including the use of private subsurface utility locating service as necessary.

2.2 The existence, location, and characteristics of underground utility information shown on these plans has been obtained from a review of available record data. No representation is made as to the accuracy or completeness of the information. Contractor shall field verify all dimensions, sizes, locations, and quantities of all existing utilities. Contractor shall resolve all discrepancies prior to the commencement of any work.

2.3 The relocation or adjustment of existing utilities shall be completed by the utility owner prior to construction. The relocation shall be based upon the terms of the utility owner's USIBWC license and will be completed at no cost to the contractor. The contractor shall coordinate with the utility owners regarding the performance of this work.

2.4 Contact "Texas 811" (811 or 1-800-344-8377) 48 hours prior to beginning work to locate any utilities within the work zone. Provide written documentation to the COR that "Texas 811" was contacted and all utilities were located within or adjacent to the project limits per Specification Section 02.01.00.

26409-3 HEAVY DUTY VEHICULAR GATE (USIBWC STANDARD DRAWING 26409-3)

HORIZONTAL CONTROL NEW ℄ ALIGNMENT

PLAN & PROFILE COUNTRY CLUB RD. BRIDGE

C216 C217

PLAN & PROFILE W. BORDERLAND RD. BRIDGE

TYPICAL SECTIONS

SURVEY CONTROL - EXISTING BENCHMARKS, CONTROL POINTS AND MONUMENTSG102

26424-2 USIBWC DETAIL SIGNS (USIBWC STANDARD DRAWING 26424-2)

26424-3 USIBWC PROHIBITIVE ACTIVITY SIGNS (USIBWC STANDARD DRAWING 26424-3)

STRUCTURAL

26424-4 SIGN INSTALLATION DETAILS I (USIBWC STANDARD DRAWING 26424-4)

26424-5 SIGN INSTALLATION DETAILS II (USIBWC STANDARD DRAWING 26424-5)

EXISTING UTILITY INFORMATION

G004

CS001 CANUTILLO LATERAL WW#34 PLAN AND PROFILE

TYPICAL BENCHING DETAILSC103

C301

C302 CIVIL DETAIL WR-02 RAMP LAYOUT

S101 FLOODWALL PLAN AND SECTIONS

WATERSTOP AND EXPANSION JOINT DETAILSS102

CONCRETE PAVEMENT JOINT LAYOUT C218

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United States Section

SOLICITATION/RFP NUMBER

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International Boundary & Water Commission

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IBWC CONTRACTOR NAME

IBWC CONTRACT/TASK ORDER

Arcadis U.S. Inc., IBM15D001/IBM17T0010

Arcadis U.S. Inc., 08-14-2019USIBWC HQ-ESD

191BWC19B0001

G003

EXISTING UTILITY

INFORMATION

G R

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Fo r C on st ru ct io n

1518+81.46 - 3 ft min. cover

Natural Gas Line Texas Gas Service (TGS) Saul Magallanes saul.magallanes@onegas.com

(o) 915-682-7356

6" Steel line encased in 10" steel, adjacent to downstream of Borderland Bridge

1519+56 - 3745

Water Line El Paso Water (EPW) Amy Castner acastner@epwater.org

(915) 594-5647

Al Quijano pquijano@epwater.org 1154 Hawkins Blvd. El Paso, TX 79925

36" Concrete H.P.

1543+38.92 - NA

Overhead Electric El Paso Electric (EPE) Raul Guel

(915) 543-4015 raul.guel@epelectric.com 100 N. Stanton St. Suite 171, El Paso, TX 79901

Upstream of Artcraft Bridge - Runs parallel to OH 1543+56.10

1543+56.10 - NA

Overhead Electric El Paso Electric (EPE) Raul Guel

(915) 543-4015 raul.guel@epelectric.com 100 N. Stanton St. Suite 171, El Paso, TX 79901

Upstream of Artcraft Bridge - Runs parallel to OH 1543+38.92

1545+39.09 - NA

Electrical Conduit TXDOT Salvador Perez

(915) 790-4335 Salvador.Perez@txdot.com 13301 Gateway Blvd. West, El Paso, TX 79928

Attached to upstream side of Artcraft Bridge

1619+85.73 - 3729

Sanitary Sewer El Paso Water (EPW) Amy Castner acastner@epwater.org

(915) 594-5647

Al Quijano pquijano@epwater.org 1154 Hawkins Blvd. El Paso, TX 79925

24" I.D. with 40"steel casing

1666+30.99 -

3.5 ft deep at JBE and drops approx. 6 ft as it approaches the levee

Fiber Optic Line City of El Paso (CoEP) Victor Pereda PeredaVM@elpasotexas.gov

(915) 472-3549

Basilio Ontiveros ontiverosbx@elpasotexas.gov

(915) 212-7075

4" Line, attached to upstream side of Country Club Bridge and then parallel to the road

1666+43.67 - 5 ft min. cover

Water Line El Paso Water (EPW) Amy Castner acastner@epwater.org

(915) 594-5647

Al Quijano pquijano@epwater.org 1154 Hawkins Blvd. El Paso, TX 79925

12" A.C encased in steel pipe

1666+83.31 - Unknown

Fiber Optic Line AT&T Shawn Sather OSP Planning & Engineering ss1038@att.com Cell: 915-342-3172 Ofc: 915-595-5118

4" Line, contact AT&T to verify location

1667+00 - NA

Overhead Electric El Paso Electric (EPE) Raul Guel

(915) 543-4015 raul.guel@epelectric.com 100 N. Stanton St. Suite 171, El Paso, TX 79901

Runs above downstream edge of Country Club Bridge and continues parallel to the road

1667+15.68 23.22 Lt. Approx. 3752

Natural Gas Line Texas Gas Service (TGS) Saul Magallanes saul.magallanes@onegas.com

(o) 915-682-7356

4" steel line, attached to downstream edge of Country Club Bridge and then parallel to the road

1667+30 45.44 Lt. Approx. 3750

Electrical Conduit AT&T Shawn Sather OSP Planning & Engineering ss1038@att.com Cell: 915-342-3172 Ofc: 915-595-5118

Attached to downstream edge of Country Club Bridge and then parallel to the road

1667+30.22 45.44 Lt. Approx. 3751

Electrical Conduit AT&T Shawn Sather OSP Planning & Engineering ss1038@att.com Cell: 915-342-3172 Ofc: 915-595-5118

Attached to downstream edge of Country Club Bridge and then parallel to the road

EXISTING UTILITY INFORMATION

STATION OFFSET ELEVATION UTILITY TYPE

UTILITY OWNER AND CONTACT

INFORMATION

REMARKS

NOTES:

1. Elevations provided are at levee centerline unless an offset is noted.

EXISTING UTILITY INFORMATION

STATION OFFSET ELEVATION UTILITY TYPE

UTILITY OWNER AND CONTACT

INFORMATION

REMARKS

1531+74.47 - 3757.49

Montoya Lateral Siphon

El Paso County Water Improvement District #1

(EPCWID#1)

Jay Ornelas jornelas@epcwid1.org

(915) 238-2456

3.5'x4' Box culvert

1534+99.54 - 3753.84

Canutillo Lateral

WW#34

Elephant Buttle Irrigation District (EBID) Zach Libbin zlibbin@ebid-nm.org

(575) 993-2525

4'x4.7' Box culvert

1562+64.95 - 3753.10

Pence Lateral

WW#34A

El Paso County Water Improvement District #1

(EPCWID#1)

Jay Ornelas jornelas@epcwid1.org

(915) 238-2456

30" RCP

1593+92.07 - 3749.55

Combined La Union Lateral

WW#35

El Paso County Water Improvement District #1

(EPCWID#1)

Jay Ornelas jornelas@epcwid1.org

(915) 238-2456

5'x4' Conc. Box culvert

1667+08.05 - 3743.58

Schultz Lateral

WW#35C

Elephant Buttle Irrigation District (EBID) Zach Libbin zlibbin@ebid-nm.org

(575) 993-2525

30" RCP

EXISTING IRRIGATION STRUCTURES

STATION OFFSET ELEVATION

STRUCTURE

NAME

STRUCTURE OWNER AND

CONTACT INFORMATION

REMARKS

LEGEND

Match line

SYMBOL LEGEND

ABBREVIATIONS

SS SS Storm sewer line

Gas line

Wood fence

Match line STA : XX+XX See sheet - XX

S S

MHT

Chain link fence

Sanitary sewer line

Water line

Pine tree

Tree

Mesquite tree

Palm tree

Wood post

Site post

Sign

Valve

Boulder

Down guy

Shrub

Overhead electricOH

Electric conduitC C C

Iron fenceIF IF

Fiber opticFO FO

Detail markers

Section markers

Title markers

Pipe fenceX X

USIBWC R.O.W. line

Construction joint

Restoration limit

Gas line

Existing major contours

Rockwall

Vehicular gate

New concrete wall

ICV

L/P

P/P

Contraction joint

Isolation joint

Existing concrete paving

Special levee construction limits

Texas - New Mexico state line

CP#XXXX

JBE

Levee centerline

Ramp centerline

Guardrail

Existing benchmark

A.C. Asbestos cement

ALIGN. Alignment

ALUM. Aluminum

Approx.

APPR

BEG.

CMP

Conc.

Cont.

Dia

DWG.

EGL

ELEC

EOP

Exist.

G.I.P.

H / Horiz.

H.P.

ICV

I.D.

IRR

JBE

L/P

Max.

MHT

NO.

O.C.

PVC

PVI

P/P

RCP

RD.

R.O.W.

STA

TOC

TOLE

T.O.W

U.S.

V / VERT.

WSE

WWR

YR.

Begin Project

Approach (Driveway)

Approximate

Beginning

Curve

Corrugated metal pipe

Concrete

Continuous

Control point

Diameter

Drawing

Easting

Existing ground level

Elevation

Electric

Electric meter

End of Project

Existing

Feet

Flag pole

Galvanized iron pipe

Gas meter

Gas valve

Horizontal

High performance

Irrigation control valve

Inner diameter

Irrigation

Junction box electrical

Line

Light pole

Landside

Maximum

Manhole

Telephone manhole

Number

On center

Overhead electric

Point of Curve

Page

Point of intersection

Point of Tangency

Polyvinyl chloride

Point of vertical intersection

Power pole

Reinforced concrete pipe

Road

Right of way

Riverside

Station

Top of concrete

Top of levee elevation

Telephone pedestal

Top of wall

United States

Vertical

Width

With

Water meter

Water surface elevation

Welded wire reinforcement

Water valve

Year

EW Each way

CL Clearance

Lt Left

Rt Right

River edge

Expansion joint

Fill (Impervious material)

Excavation (Levee) and fill (Impervious material)

Excavation (Levee)

Top of Topsoil

Min. vegetation-free zone

New Toe

Gabions

LEGEND (CONTINUED)

DWG#

TITLE

SUBTITLE

DWG#

Existing ground

Preformed expansion joint

Concrete levee paving

Concrete slope paving

Rock piles

New aggregate surface - Plan view

New aggregate roadway - Section view

N Northing

NA Not Available

MON#XXXX

MON

Min.

MID.

R.O.W. monument

Minimum

Middle Ordinate

E.J. Expansion joint

I.J. Isolation joint

T.C.J. Transverse contraction joint

L.C.J. Longitudinal contraction joint

C.J. Construction joint

C _B

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3 4 5

2 3 4

United States Section

SOLICITATION/RFP NUMBER

.1 s (L

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T ab le N am e

P ap er S iz e

C A

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1 2

International Boundary & Water Commission

O U

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CONTRACT NUMBER

P lo t S ca le P lo t D ev ic e

A ut oC A

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COMM

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IBWC Border V20170817

S he et S et N am e

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IBWC CONTRACTOR NAME

IBWC CONTRACT/TASK ORDER

Arcadis U.S. Inc., IBM15D001/IBM17T0010

Arcadis U.S. Inc., 08-14-2019USIBWC HQ-ESD

191BWC19B0001

G004

ABBREVIATIONS, LEGEND

AND SYMBOLS

G R

A N

D E

C A

N A

N P

R O

S U

N D

P A

R K

L E

V E

E R

E P

W E

S T

E E

Fo r C on st ru ct io n

G G

W E

S T

AFT R

DONIPHAN

G A

LIN

O R

D U

D E

O N

TIVER

SIXTA

ONTO

ESTAN

MELODY

W O

O D

RIO GRANDE

STRAHAN

. BO

R D

LAN

D R

. BO

R D

LAN

D R

A R

R D

L1 L2 L3

L5 L6 L7

L10

L11

L12

L13

C3 C4

C5 C1

MON#201

MON#202

MON#203

MON#204

MON#205

MON#206

MON#207

MON#209

MON#210

MON#211

MON#514

MON#35037

MON#403

MON#35038

MON#402

MON#26825 MON#401

MON#35032

CP#120

MON#212

MON#35033

MON#35034

MON#35035

MON#35036

MON#208

CP#1005

CP#1007

G G

A S

STERLING

W C

R O

RIO GRANDE

RIO GRANDEC

U N

B R

G R

C O

M O

ROCKWOOD

LIVE OAK

R O

WHITE OAK

C O

U N

Y C

B R

T R

C O

U N

A K

N E

W M

E X

L14

L15 L16

MON#41050

L17

L18

L21

L22

L23 L24 L25 L26 L27 L28 L29 L30

MON#41049

MON#26828

MON#35039

MON#35040

MON#412

MON#411

MON#30454

MON#41047

MON#41048

MON#30455

MON#408

MON#35043

MON#35871

MON#35865

MON#35047

MON#26839

MON#35048

MON#35049

MON#35050

MON#35051

MON#11529

CP#122

MON#406

MON#26826

MON#26827

MON#30429

MON#35870

MON#30446

MON#30447

MON#30448

MON#30449

WEST LEVEE R.O.W. - LINE TABLE

LINE NO.

L10

L11

L12

L13

L14

L15

L16

L17

L18

L19

L20

L21

L22

L23

L24

L25

L26

L27

L28

L29

L30

BEG. NORTHING

322385.65

322206.67

322028.80

321170.22

321171.58

320776.05

320669.30

320573.04

320085.44

320065.18

318359.83

316976.74

315915.69

310063.25

310063.44

310042.03

309910.89

308288.94

308093.10

307918.33

308053.44

307997.51

306907.48

306722.23

306532.02

306340.33

306156.51

305932.93

305598.31

304808.28

BEG. EASTING

1531892.15

1531872.60

1531840.32

1531659.75

1531433.43

1531431.67

1531414.95

1531365.07

1531038.07

1531023.81

1530316.68

1530326.47

1530423.28

1529516.29

1529496.06

1529492.77

1529492.65

1529522.90

1529592.13

1530133.96

1529537.20

1529556.95

1529941.95

1529994.97

1530025.26

1530033.34

1530022.00

1529996.61

1529922.02

1529706.44

END NORTHING

322206.67

322028.80

321170.22

321171.58

320776.05

320669.30

320573.04

320375.76

320065.18

320030.72

318359.44

316571.91

310063.25

310063.44

310042.03

309910.89

309423.36

308093.10

307977.90

308053.44

307997.51

306907.48

306722.23

306532.02

306340.33

306156.51

305932.93

305598.31

304808.28

304591.01

END EASTING

1531872.60

1531840.32

1531659.75

1531433.43

1531431.67

1531414.95

1531365.07

1531230.00

1531023.81

1531003.28

1530341.66

1530408.52

1529516.29

1529496.06

1529492.77

1529492.65

1529417.20

1529592.13

1530100.29

1529537.20

1529556.95

1529941.95

1529994.97

1530025.26

1530033.34

1530022.00

1529996.61

1529922.02

1529706.44

1529630.62

LENGTH

180.05

180.78

877.36

226.33

395.53

108.05

108.42

239.09

24.77

40.11

24.99

413.06

5922.31

20.23

21.66

131.14

493.34

207.71

521.06

611.86

59.32

1156.02

192.69

192.61

191.86

184.17

225.02

342.83

818.92

230.12

BEARING

S6° 14' 01.10"W

S10° 17' 14.93"W

S11° 52' 35.75"W

N89° 39' 27.93"W

S0° 15' 17.00"W

S8° 54' 04.86"W

S27° 23' 20.43"W

S34° 23' 55.00"W

S35° 09' 01.85"W

S30° 47' 25.30"W

S89° 06' 33.28"E

S11° 27' 22.96"E

S8° 48' 33.85"W

N89° 28' 18.57"W

S8° 43' 50.96"W

S0° 03' 09.16"W

S8° 47' 51.49"W

S19° 28' 05.49"E

S77° 13' 35.82"E

N77° 14' 34.08"W

S19° 26' 53.67"E

S19° 27' 11.83"E

S15° 58' 17.53"E

S9° 02' 53.15"E

S2° 24' 44.75"E

S3° 31' 44.06"W

S6° 28' 41.53"W

S12° 34' 00.44"W

S15° 15' 46.44"W

S19° 14' 13.44"W

WEST LEVEE R.O.W. - CURVE TABLE

CURVE NO.

BEG. NORTHING

320375.76

320030.72

318969.62

318359.44

316571.91

309423.36

BEG. EASTING

1531230.00

1531003.28

1530506.63

1530341.66

1530408.52

1529417.20

END NORTHING

320085.44

318969.62

318359.83

316976.74

315915.69

308288.94

END EASTING

1531038.07

1530506.63

1530316.68

1530326.47

1530423.28

1529522.90

LENGTH

348.08

1173.58

639.67

1393.03

659.80

1150.99

RADIUS

5796.35

3337.06

3312.13

1869.42

2331.09

DELTA

3°26'27"

11°36'02"

10°58'58"

24°05'52"

20°13'20"

28°17'25"

TANGENT LENGTH

348.03

1171.58

638.69

1382.78

656.38

1139.33

G101

SURVEY CONTROL -

EXISTING R.O.W. LINE

AND CURVE TABLES

G R

A N

D E

C A

N A

N P

R O

S U

N D

P A

R K

L E

V E

E R

E P

W E

S T

E E

Fo r C on st ru ct io n

0 1000'250' 1"=500'

Horizontal: All bearings and coordinates are referenced to the New Mexico Coordinate System of 1983, Central Zone (3002), NAD 83 (2011). All distances and coordinates shown are grid values and may be converted to surface values by dividing by a combined scale factor of 0.99973833. All measurements are in U.S. survey feet.

DATUM

C _B

.c tb

A N

S I f ul l b le ed

D (2

In ch es

D W

G T o P

D F.

3 4 5

2 3 4

United States Section

SOLICITATION/RFP NUMBER

.0 s (L

M S

T ec

h) P lo t S ty le

T ab le N am e

P ap er S iz e

C A

D F ile na m e

1 2

International Boundary & Water Commission

O U

N D

O M

N U

D M

O U

R E

V N

O D

E S

C R

O N

O F

R E

N A

E O

F D

E S

E R

A N

D D

CONTRACT NUMBER

P lo t S ca le P lo t D ev ic e

A ut oC A

D V er si on

NAL BOUNDARY AND WATER

COMM

ISSIO

C O

I M

CARN

DELANOI

TES

MIILE

D at e an d Ti m e

P lo tte d

M D at e

La st

S av ed

M G

dw g

IBWC Border V20170817

S he et S et N am e

G R

A N

D E

C A

N A

N P

R O

IBWC CONTRACTOR NAME

IBWC CONTRACT/TASK ORDER

Arcadis U.S. Inc., IBM15D001/IBM17T0010

Arcadis U.S. Inc., 08-14-2019USIBWC HQ-ESD

191BWC19B0001

Vertical: All elevations are based on the North American Vertical Datum of 1988 (NAVD88).

M at ch li ne S ee p la n be lo w

M at ch li ne S ee p la n ab ov e

End Project

W E

S T

AFT R

DONIPHAN

G A

LIN

O R

D U

D E

O N

TIVER

SIXTA

ONTO

ESTAN

MELODY

W O

O D

RIO GRANDE

STRAHAN

. BO

R D

LAN

D R

. BO

R D

LAN

D R

A R

R D

L1 L2 L3

L5 L6 L7

L10

L11

L12

L13

C3 C4

C5 C1

MON#201

MON#202

MON#203

MON#204

MON#205

MON#206

MON#207

MON#209

MON#210

MON#211

MON#514

MON#35037

MON#403

MON#35038

MON#402

MON#26825 MON#401

MON#35032

CP#120

MON#212

MON#35033

MON#35034

MON#35035

MON#35036

MON#208

N E

W M

E X

A S

CP#1005

CP#1007

G G

STERLING

W C

R O

RIO GRANDE

RIO GRANDEC

U N

B R

G R

C O

M O

ROCKWOOD

LIVE OAK

R O

WHITE OAK

C O

U N

Y C

B R

C O

U N

A K

L14

L15 L16

MON#41050

L17

L18

L21

L22

L23 L24 L25 L26 L27 L28 L29 L30

MON#41049

MON#26828

MON#35039

MON#35040

MON#412

MON#411

MON#30454

MON#41047

MON#41048

MON#30455

MON#408

MON#35043

MON#35871

MON#35865

MON#35047

MON#26839

MON#35048

MON#35049

MON#35050

MON#35051

MON#11529

CP#122

MON#406

MON#26826

MON#26827

MON#30429

MON#35870

MON#30446

MON#30447

MON#30448

MON#30449

WEST LEVEE R.O.W. SURVEY MONUMENTS

MON#

11529

26825

26826

26827

26828

26839

30429

30446

30447

30448

30449

30454

30455

35032

35033

35034

35035

35036

35037

35038

35039

NORTHING (Y)

322385.65

322206.67

322028.80

321170.22

320776.05

320669.30

320572.18

320440.30

320085.44

319069.95

318969.62

318737.82

315915.69

316571.91

317907.99

311934.95

308288.94

309423.36

309910.89

318359.83

305013.94

316651.48

311620.85

310860.92

310063.25

306156.51

307997.51

306722.23

306534.14

306338.27

305930.74

309142.89

308647.70

321171.58

320573.04

320375.76

320065.18

320030.72

318359.44

316976.74

310063.44

EASTING (X)

1531892.15

1531872.60

1531840.32

1531659.75

1531431.67

1531414.95

1531366.61

1531274.19

1531038.07

1530543.01

1530506.63

1530425.13

1530423.28

1530408.52

1530272.93

1529806.76

1529522.90

1529417.20

1529492.65

1530316.68

1529758.94

1530392.28

1529758.12

1529640.26

1529516.29

1530022.00

1529556.95

1529994.97

1530039.73

1530035.29

1529996.35

1529353.37

1529427.23

1531433.43

1531365.07

1531230.00

1531023.81

1531003.28

1530341.66

1530326.47

1529496.06

DESCRIPTION

Found Chiseled "X" in concrete

Found 3" Galvanized Iron pipe

Found 2” Iron pipe with aluminum cap stamped “US IBWC R.O.W.”

Found rebar with damaged aluminum cap

Found 3'' G.I.P.

Found #4 rebar with cap stamped “B&A inc”

Found PK nail stamped “wall ln”

Found 2 1/2” Iron pipe with aluminum cap stamped “US IBWC R.O.W.”

Found 1 3/4” Galvanized iron pipe stamped "PC IB&WC R.O.W."

Found 2” Galvanized iron pipe, stamped "PC IB&WC R.O.W."

Found 2 1/2” G.I.P., stamped "POC IB&WC R.O.W."

Found 3'' G.I.P.

Found 2” Rebar with aluminum cap stamped “US IBWC R.O.W.”

Found 2" Aluminum cap stamped "US IBWC R.O.W."

Found 2 1/2” Iron pipe, stamped "1698+06"

Found 2" Aluminum cap stamped "US IBWC R.O.W."

Found 2” Iron pipe with aluminum cap

Found 2 1/2" Iron pipe

Found 3” Aluminum cap on concrete stamped

Found 1 1/2" Galvanized iron pipe

Found 2” Iron pipe stamped "US IBWC R.O.W."

Found 2 1/2” Iron pipe stamped "1682+81"

Found 2 1/2" Iron pipe

Found 1 3/4” G.I.P. stamped “PI IB&WC R.O.W.”

Found 1" Iron rod

* 5/8" Rebar W/Alum. Cap stamped "CA Clausen TX5511 NM16467 IBWC R.O.W 2018 FXSA"

WEST LEVEE R.O.W. SURVEY CONTROL POINTS

CP#

NORTHING (Y)

322302.94

308075.60

EASTING (X)

1531892.41

1529704.41

ELEVATION

3765.03

3755.27

DESCRIPTION

Found iron rebar with FXSA Cap

WEST LEVEE R.O.W. SURVEY MONUMENTS

MON#

35040

35043

35047

35048

35049

35050

35051

35865

35870

35871

41047

41048

41049

41050

NORTHING (Y)

310042.03

308121.13

306340.33

305932.93

305598.31

304808.28

304591.01

306532.02

306907.48

308053.44

308750.34

309079.72

309471.05

309957.97

EASTING (X)

1529492.77

1529582.22

1530033.34

1529996.61

1529922.02

1529706.44

1529630.62

1530025.26

1529941.95

1529537.20

1528957.00

1529030.86

1529162.30

1529171.52

DESCRIPTION

* 5/8" Rebar W/Alum. Cap stamped "CA Clausen TX5511 NM16467 IBWC R.O.W 2018 FXSA"

Found 5/8" rebar

Found 2" Iron pipe

* 5/8" Rebar W/Alum. Cap stamped "CA Clausen TX5511 NM16467 IBWC R.O.W 2018 FXSA"

Found city monument

Found city monument G102

SURVEY CONTROL -

EXISTING BENCHMARKS,

CONTROL POINTS AND

MONUMENTS

G R

A N

D E

C A

N A

N P

R O

S U

N D

P A

R K

L E

V E

E R

E P

W E

S T

E E

Fo r C on st ru ct io n

0 1000'250' 1"=500'

C _B

.c tb

A N

S I f ul l b le ed

D (2

In ch es

D W

G T o P

D F.

3 4 5

2 3 4

United States Section

SOLICITATION/RFP NUMBER

.0 s (L

M S

T ec

h) P lo t S ty le

T ab le N am e

P ap er S iz e

C A

D F ile na m e

1 2

International Boundary & Water Commission

O U

N D

O M

N U

D M

O U

R E

V N

O D

E S

C R

O N

O F

R E

N A

E O

F D

E S

E R

A N

D D

CONTRACT NUMBER

P lo t S ca le P lo t D ev ic e

A ut oC A

D V er si on

NAL BOUNDARY AND WATER

COMM

ISSION

C O

I M

CARN

DELANOI

TES

MIILE

D at e an d Ti m e

P lo tte d

M D at e

La st

S av ed

M G

dw g

IBWC Border V20170817

S he et S et N am e

G R

A N

D E

C A

N A

N P

R O

IBWC CONTRACTOR NAME

IBWC CONTRACT/TASK ORDER

Arcadis U.S. Inc., IBM15D001/IBM17T0010

Arcadis U.S. Inc., 08-14-2019USIBWC HQ-ESD

191BWC19B0001

DATUM

Vertical: All elevations are based on the North American Vertical Datum of 1988 (NAVD88).

M at ch li ne S ee p la n be lo w

M at ch li ne S ee p la n ab ov e

* Monument to be set

End Project

CP#1002

CP#1003

W E

S T

AFT R

DONIPHAN

G A

LIN

O R

D U

D E

O N

TIVER

SIXTA

ONTO

ESTAN

MELODY

W O

O D

RIO GRANDE

STRAHAN

W . B

O R

D R

W . B

O R

D R

1518+56.27 1520+00 1530+00

1540+00

1550+00

1560+00 1570+00

1580+00 1590+00 1600+00 1610+00 1620+00

L4 L5

L10

L11 L12

L13 L14

L15 L16 L17 L1

WEST LEVEE REHABILITATION - LINE TABLE

LINE NO.

L10

L11

L12

L13

L14

L15

L16

L17

BEG. STATION

1518+56.27

1519+52.83

1520+82.97

1521+89.88

1525+84.20

1530+70.36

1531+66.39

1535+98.41

1538+48.93

1541+09.96

1553+24.06

1554+22.07

1575+27.30

1576+01.90

1587+55.12

1597+75.86

1607+77.71

BEG. NORTHING

322397.35

322302.35

322172.29

322067.32

321681.01

321205.38

321112.84

320708.65

320495.47

320280.67

319213.62

319122.76

317065.50

316992.07

315850.69

314842.42

313851.81

BEG. EASTING

1531914.81

1531897.53

1531892.81

1531872.55

1531793.45

1531692.83

1531667.17

1531518.29

1531386.71

1531238.39

1530664.02

1530627.27

1530354.53

1530367.62

1530457.42

1530298.37

1530148.72

END STATION

1519+52.83

1520+82.97

1521+89.88

1525+84.20

1530+70.36

1531+66.39

1534+22.68

1538+48.93

1541+09.96

1542+69.46

1554+22.07

1558+10.01

1576+01.90

1579+48.12

1597+75.86

1607+77.71

1627+79.95

END NORTHING

322302.35

322172.29

322067.32

321681.01

321205.38

321112.84

320868.15

320495.47

320280.67

320147.06

319122.76

318757.54

316992.07

316653.08

314842.42

313851.81

311873.14

END EASTING

1531897.53

1531892.81

1531872.55

1531793.45

1531692.83

1531667.17

1531590.95

1531386.71

1531238.39

1531151.27

1530627.27

1530496.48

1530367.62

1530438.03

1530298.37

1530148.72

1529842.37

LENGTH

96.55'

130.13'

106.91'

394.32'

486.15'

96.03'

256.28'

250.52'

261.03'

159.49'

98.00'

387.93'

74.59'

346.22'

1020.74'

1001.84'

2002.24'

BEARING

S10° 18' 23.88"W

S2° 04' 42.08"W

S10° 55' 34.17"W

S11° 34' 16.29"W

S11° 56' 41.31"W

S15° 29' 50.80"W

S17° 18' 03.03"W

S31° 41' 03.99"W

S34° 37' 31.10"W

S33° 06' 27.18"W

S22° 01' 13.93"W

S19° 42' 13.36"W

S10° 06' 45.43"E

S11° 43' 59.64"E

S8° 57' 50.98"W

S8° 35' 27.58"W

S8° 48' 04.03"W

WEST LEVEE REHABILITATION - CURVE TABLE

CURVE

NO.

BEG.

STATION

1534+22.68

1542+69.46

1558+10.01

1579+48.12

BEG.

NORTHING

320868.15

320147.06

318757.54

316653.08

BEG.

EASTING

1531590.95

1531151.27

1530496.48

1530438.03

END.

STATION

1535+98.41

1553+24.06

1575+27.30

1587+55.12

END.

NORTHING

320708.65

319213.62

317065.50

315850.69

END

EASTING

1531518.29

1530664.02

1530354.53

1530457.42

LENGTH

175.72'

1054.60'

1717.29'

807.00'

RADIUS

700.00

5450.00

3300.00

2234.00

DELTA

14°23'01"

11°05'13"

29°48'59"

20°41'51"

TANGENT

LENGTH

175.27'

1052.96'

1697.99'

802.62'

0 1000'250' 1"=500'

USIBWC R.O.W. line

Begin project

G201

HORIZONTAL CONTROL

NEW ℄ ALIGNMENT

G R

A N

D E

C A

N A

N P

R O

S U

N D

P A

R K

L E

V E

E R

E P

W E

S T

E E

Fo r C on st ru ct io n

C _B

.c tb

A N

S I f ul l b le ed

D (2

In ch es

D W

G T o P

D F.

3 4 5

2 3 4

United States Section

SOLICITATION/RFP NUMBER

.0 s (L

M S

T ec

h) P lo t S ty le

T ab le N am e

P ap er S iz e

C A

D F ile na m e

1 2

International Boundary & Water Commission

O U

N D

O M

N U

D M

O U

R E

V N

O D

E S

C R

O N

O F

R E

N A

E O

F D

E S

E R

A N

D D

CONTRACT NUMBER

P lo t S ca le P lo t D ev ic e

A ut oC A

D V er si on

NAL BOUNDARY AND WATER

COMM

ISSIO

C O

I M

CARN

DELANOI

TES

MIILE

D at e an d Ti m e

P lo tte d

M D at e

La st

S av ed

A M

dw g

IBWC Border V20170817

S he et S et N am e

G R

A N

D E

C A

N A

N P

R O

IBWC CONTRACTOR NAME

IBWC CONTRACT/TASK ORDER

Arcadis U.S. Inc., IBM15D001/IBM17T0010

Arcadis U.S. Inc., 08-14-2019USIBWC HQ-ESD

191BWC19B0001

M at ch li ne S

: 1

S ee s he et

G G G

G G

G G G

G G

G G G

G G

G G G G G

G G

STERLING

C R

R O

RIO GRANDE

RIO GRANDEC

U N

B R

G R

C O

M O

ROCKWOOD

LIVE OAK

R O

WHITE OAK

A S

T R

C O

U N

A K

C O

U N

Y C

B R

N E

W M

E X

C6 C7

1697+75.24

1630+00 1640+00 1650+00 1660+00

1670+00

1680+00 1690+00

L18 L19

L20

L21 L22

L23

L24 L25

L26 L27 L28

WEST LEVEE REHABILITATION - LINE TABLE

LINE NO.

L18

L19

L20

L21

L22

L23

L24

L25

L26

L27

L28

BEG. STATION

1627+79.95

1645+31.24

1648+28.51

1663+62.98

1664+68.43

1668+68.35

1672+19.67

1674+70.02

1682+16.37

1691+70.87

1696+87.32

BEG. NORTHING

311873.14

310142.63

309848.00

308334.74

308235.04

307860.91

307528.76

307292.98

306566.25

305621.48

305122.85

BEG. EASTING

1529842.37

1529573.41

1529533.91

1529556.60

1529590.97

1529732.24

1529846.68

1529930.86

1530078.13

1529965.88

1529831.39

END STATION

1645+31.24

1648+28.51

1652+37.36

1664+68.43

1668+68.35

1672+19.67

1674+70.02

1676+45.28

1683+72.09

1696+87.32

1697+75.24

END NORTHING

310142.63

309848.00

309444.93

308235.04

307860.91

307528.76

307292.98

307127.31

306410.54

305122.85

305039.17

END EASTING

1529573.41

1529533.91

1529465.46

1529590.97

1529732.24

1529846.68

1529930.86

1529988.03

1530075.98

1529831.39

1529804.42

LENGTH

1751.28'

297.27'

408.84'

105.45'

399.91'

351.32'

250.35'

175.25'

155.71'

516.44'

87.91'

BEARING

S8° 50' 02.97"W

S7° 38' 07.89"W

S9° 38' 19.79"W

S19° 01' 29.99"E

S20° 41' 08.22"E

S19° 00' 40.89"E

S19° 38' 51.79"E

S19° 02' 19.63"E

S0° 47' 32.60"W

S15° 05' 40.14"W

S17° 51' 37.19"W

WEST LEVEE REHABILITATION - CURVE TABLE

CURVE

NO.

BEG.

STATION

1652+37.36

1676+45.28

1683+72.09

BEG.

NORTHING

309444.93

307127.31

306410.54

BEG.

EASTING

1529465.46

1529988.03

1530075.98

END.

STATION

1663+62.98

1682+16.37

1691+70.87

END.

NORTHING

308334.74

306566.25

305621.48

END

EASTING

1529556.60

1530078.13

1529965.88

LENGTH

1125.62'

571.09'

798.77'

RADIUS

2250.00

1650.00

3200.00

DELTA

28°39'50"

19°49'52"

14°18'08"

TANGENT

LENGTH

1113.92'

568.25'

796.71'

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IBWC Border V20170817

S he et S et N am e

G R

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C A

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IBWC CONTRACTOR NAME

IBWC CONTRACT/TASK ORDER

Arcadis U.S. Inc., IBM15D001/IBM17T0010

Arcadis U.S. Inc., 08-14-2019USIBWC HQ-ESD

191BWC19B0001

G202

HORIZONTAL CONTROL

NEW ℄ ALIGNMENT

G R

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Fo r C on st ru ct io n

0 1000'250' 1"=500'

USIBWC R.O.W. line

End project

STA: 1666+77.50

M at ch li ne S

: 1

S ee s he et

. BO

R D

LAN

D R

A R

FT R

Sheet C201 Sheet C202

Sheet C203

Sheet C204 Sheet C205

Sheet C206

Sheet C207 Sheet C208 Sheet C2091520+00 1530+00

1540+00

1550+00 1560+00 1570+00

1580+00 1590+00 1600+00

G G

C O

U N

Y C

B R

Sheet C210 Sheet C211 Sheet C212 Sheet C213 Sheet C214

Sheet C215

1697+75.24

1610+00 1620+00 1630+00 1640+00 1650+00 1660+00

1670+00

1680+00 1690+00

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SOLICITATION/RFP NUMBER

.0 s (L

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IBWC Border V20170817

S he et S et N am e

G R

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C A

N A

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IBWC CONTRACTOR NAME

IBWC CONTRACT/TASK ORDER

Arcadis U.S. Inc., IBM15D001/IBM17T0010

Arcadis U.S. Inc., 08-14-2019USIBWC HQ-ESD

191BWC19B0001

G301

PROJECT LAYOUT KEY

MAP

STA: 1518+56.27 TO

1666+77.50

G R

A N

D E

C A

N A

N P

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S U

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Fo r C on st ru ct io n

M at ch li ne S

S ee p la n be lo w

M at ch li ne S

S ee p la n ab ov e

0 1000'250' 1"=500'

STA: 1518+56.27

N: 322397.35 E: 1531914.81 Begin project

STA: 1666+77.50

N: 308039.46 E: 1529664.82 End project

A S

N E

W M

E X

Limits of topsoil16' Wide aggregate road

Limits of topsoil

Limits of topsoil16' Wide aggregate road

Limits of topsoil

C101

TYPICAL SECTIONS

G R

A N

D E

C A

N A

N P

R O

S U

N D

P A

R K

L E

V E

E R

E P

W E

S T

E E

Fo r C on st ru ct io n

0 10'2 1/2' 1"=5'

See Typical Levee Section 1 Stationing Table

See Typical Levee Section 2 Stationing Table

TYPICAL LEVEE SECTION 1

TYPICAL LEVEE SECTION 2

C _B

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SOLICITATION/RFP NUMBER

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T ab le N am e

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A ut oC A

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S he et S et N am e

G R

A N

D E

C A

N A

N P

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IBWC CONTRACTOR NAME

IBWC CONTRACT/TASK ORDER

Arcadis U.S. Inc., IBM15D001/IBM17T0010

Arcadis U.S. Inc., 08-14-2019USIBWC HQ-ESD

191BWC19B0001

Typical Levee Section 2 Stationing

From Station to Station

1532+00 - 1535+45 *1535+45- 1535+84 1535+84 - 1541+38 1543+48 - 1548+33 1550+54 - 1559+25 1561+53 - 1563+73 1566+29 - 1577+52 1581+57 - 1589+75 1592+28 - 1595+63 1597+88 - 1624+93 1628+94 - 1646+81 1650+84 - 1662+24 1665+43 - 1666+26

* Location of landside ramp, WR-02, for design information of ramp see C302

Varies 8.5' 8.5' Varies

100-YR WSE

Varies

6" Aggregate roadway

6" Topsoil

2.5H:1V

24" Min. new impervious fill

Minimum limit of new impervious fill

Excavation (levee) and fill (impervious material)

Fill (impervious material)

TOLE line refers to top of impervious fill2%

3H:1V 3H:1V

3H:1V

2% Slope 6" Topsoil

6" Aggregate road

12" Min. vert. into exist. foundation

24" Min. horiz. into exist. foundation

12" Min. vert. into exist. foundation

24" Min. horiz. into exist. foundation

24" Min. new impervious fill on side slopes

Existing ground

Riverside Landside

G ra di ng li m it va rie s

U S

C R

.O .W

. l in e va rie s

G ra di ng li m it va rie s

Grade riverside floodplain to drain away from levee. Match existing ground, 10% max.

6" Topsoil

See C103 for benching

8.5' 8.5'Varies

6" Aggregate roadway

6" Topsoil

3H:1V

Minimum limit of new impervious fillExcavation (levee) and fill (impervious material)

3H:1V 3H:1V

3H:1V

2% Slope6" Topsoil

6" Aggregate road

12" Min. vert. into exist. foundation

24" Min. horiz. into exist. foundation

12" Min. vert. into exist. foundation

24" Min. horiz. into exist. foundation

Existing ground

Riverside Landside

See C103 for benching

G ra di ng li m it va rie s

U S

C R

.O .W

. l in e va rie s

100-YR WSE

Varies

Grade landside toes to drain away from levee. Match existing ground, 10% max.

G ra di ng li m it va rie s

6" Topsoil

Varies

Fill (impervious material)

24" Min. new impervious fill

TOLE line refers to top of impervious fill

Typical Levee Section 1 Stationing

From Station to Station

*1520+08 - 1520+60 1520+60 - 1522+23 1524+32 - 1531+00

* Location of new landside floodwall, for additional design information of area, see C216.

24" Min. new impervious fill on side slopes

Grade landside toes to drain away from levee. Match existing ground, 10% max.

Grade riverside floodplain to drain away from levee. Match existing ground, 10% max.

Levee

15' Min. or

USIBWC R.O.W.

15' Min.

See Note 2

See Note 3

8' Min.

CrownRiverside Landside

4'See Note 3 4'

7'7'

Varies

Limits of topsoil

C102

TYPICAL SECTIONS

G R

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0 10'2 1/2' 1"=5'

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SOLICITATION/RFP NUMBER

.0 s (L

M S

T ec

h) P lo t S ty le

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International Boundary & Water Commission

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A ut oC A

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S he et S et N am e

G R

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C A

N A

N P

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IBWC CONTRACTOR NAME

IBWC CONTRACT/TASK ORDER

Arcadis U.S. Inc., IBM15D001/IBM17T0010

Arcadis U.S. Inc., 08-14-2019USIBWC HQ-ESD

191BWC19B0001

8.5'8.5'

16' wide aggregate road

Varies

3H:1V 3H:1V

3H:1V

2% Slope

12" Min. vert. into exist. foundation

24" Min. horiz. into exist. foundation

Existing ground

Riverside Landside

See C103 for benching U S

C R

.O .W

. l in e va rie s

100-YR WSE

Varies

G ra di ng li m it va rie s

TYPICAL LEVEE & RAMP SECTION 3

6" Topsoil

6" Aggregate roadway

6" Topsoil

3H:1V

24" Min. new impervious fill

Minimum limit of new impervious fill

Excavation (levee) and fill (impervious material)

TOLE line refers to top of impervious fill

3H:1V 3H:1V

3H:1V 2% Slope

12" Min. vert. into exist. foundation

Existing ground

Riverside Landside

G ra di ng li m it va rie s U

W C

R .O

.W . l in e va rie s

100-YR WSE

Varies

Grade landside toes to drain away from levee. Match existing ground, 10% max.

G ra di ng li m it va rie s6" Topsoil

24" Min. new impervious fill on side slopes

6" Topsoil

6" Aggregate road

6" Aggregate roadway

See Typical Levee & Ramp Section 5 Stationing Table

16' wide aggregate road

Typical Levee & Ramp Section 3 Stationing

Ramp No. From Station to Station

*WR-01 1522+23 - 1524+32

WR-03 1541+38 - 1543+48

WR-04 1548+33 - 1550+54

WR-05 1559+25 - 1561+53

WR-06 1563+73 - 1566+29

WR-07 1577+52 - 1581+57

WR-08 1589+75 - 1592+28

WR-09 1595+63 - 1597+88

WR-10 1624+93 - 1628+94

WR-11 1646+81 - 1650+84

WR-12 1662+24 - 1665+43

*WR-01 has 2.5H:1V proposed slope on the landside.

Varies6" Topsoil

Fill (impervious material)

Grade riverside floodplain to drain away from levee. Match existing ground, 10% max.

2% Slope

Notes:

1. The vegetation-free zone is a three-dimensional corridor surrounding levee.

The vegetation-free zone applies to all vegetation except grass. Grass species are permitted for the purpose of erosion control.

2. Fifteen feet or distance to edge of normal water surface, if less.

3. In this 4' x 7' transition zone, temporary obstruction by limbs and crown is allowed during development of new plantings.

4. See Specification Sections 02.01.00 and 31.11.00 for additional information about vegetation removal.

6" Aggregate roadway

6" Topsoil

Minimum limit of new impervious fill

Excavation (levee) and fill (impervious material)

Existing ground

U S

C R

.O .W

. l in e va rie s

Min. vegetation-free zone

Fill (impervious material)

6" Topsoil

New toe New toe

TYPICAL VEGETATION-FREE ZONE SECTION 4

Limits of topsoil

24" Min.

C103

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SOLICITATION/RFP NUMBER

.0 s (L

M S

T ec

h) P lo t S ty le

T ab le N am e

P ap er S iz e

C A

D F ile na m e

1 2

International Boundary & Water Commission

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P lo t S ca le P lo t D ev ic e

A ut oC A

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COMM

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IBWC Border V20170817

S he et S et N am e

G R

A N

D E

C A

N A

N P

R O

IBWC CONTRACTOR NAME

IBWC CONTRACT/TASK ORDER

Arcadis U.S. Inc., IBM15D001/IBM17T0010

Arcadis U.S. Inc., 08-14-2019USIBWC HQ-ESD

191BWC19B0001

3' Min.

12" Max.

Two 6" lifts compacted

Final grade

Minimum excavation limit

C103

TYPICAL BENCHING

DETAILS

G R

A N

D E

C A

N A

N P

R O

S U

N D

P A

R K

L E

V E

E R

E P

W E

S T

E E

Fo r C on st ru ct io n

Existing ground

24" Min. horiz. into exist. foundation

Final grade

Minimum excavation limit

Final grade

Notes:

1. See Specification Section 35.41.00 for additional levee construction information.

2. Benching is required for areas designated for new impervious fill.

3. Aggregate road surfacing and topsoil not shown.

12" Min. vert. into exist. foundation

Tie into existing grade

8' Min. bottom bench width

TYPICAL LEVEE SECTION 5 BENCHING LIMITS

C103

TYPICAL BENCHING DETAIL

C103

TYPICAL TOE DETAIL

Existing ground

N A

V D

N A

V D

1518+56 1519+00 1520+00 1521+00 1522+00 1523+00 1524+00 1525+00 1526+00 1527+00 1528+00 1529+00

E G

L-

E G

L-

E G

L-

E G

L-

E G

L-

E G

L-

E G

L-

E G

L-

E G

L-

E G

L-

E G

L-

E G

L-

W S

E -3

W S

E -3

W S

E -3

W S

E -3

W S

E -3

W S

E -3

W S

E -3

W S

E -3

W S

E -3

W S

E -3

W S

E -3

W S

E -3

-3

STA: 1519+53.30 +/-

EL:3769.15

STA: 1518+84.62

EL:3769.22

P V

I S

E L:

P V

I S

E L:

P V

I S

E L:

PVI STA:1520+09

EL:3764.50

1.18% 0.19% 1.02%

PVI STA:1520+09

EL:3765.00

PVI STA:1519+08.47

EL:3764.71

PVI STA:1519+32.86

EL:3764.42

STA:1519+57.03

EL:3764.47

0.00% 0.05%0.19%1.66%

L/P

L/ P

L/P

W . B

O R

D R

Conc. path G

Brush vegetation

W W

Existing conc. wall Water air release valve

Bridge conc.

barrier

Bridge edge River edge

Exist. 6" steel natural gas main line encased in 10" steel line

STA: 1518+81.46

Exist. 36" conc.

H.P. water line

STA: 1519+56

G V

Rockwall

W V

Existing conc. path

Barrier impact attenuator

1518+56 1520+00 1525+00

STA: 1522+68.32

N: 321990.47 E: 1531856.81

BEGIN PROJECT

STA: 1518+56.27

MON#201

MON#202

MON#203

CP#120

B P

: 1

P I:

+5 2.

: 1

P I:

+8 9.

P I:

+8 4.

HORZ: VERT:

0 100'25' 1"=50' 0 10'2 1/2' 1"=5'

C201

PLAN AND PROFILE

STA: 1518+56 TO 1529+00

G R

A N

D E

C A

N A

N P

R O

S U

N D

P A

R K

L E

V E

E R

E P

W E

S T

E E

Fo r C on st ru ct io n

Existing ground at ℄ of construction

100-YR WSE

℄ NEW LEVEE ALIGNMENT

M at ch li ne S

: 1

LANDSIDE

RIVERSIDE

S ee s he et

USIBWC R.O.W. LINE

NEW TOLE AT ℄

Exist. Conc. wall

NEW TOE

WR-01 RAMP

RAMP ℄ LENGTH = 165.35'

SEE NOTE 3

17' TOP OF LEVEE WIDTH

C _B

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SOLICITATION/RFP NUMBER

.0 s (L

M S

T ec

h) P lo t S ty le

T ab le N am e

P ap er S iz e

C A

D F ile na m e

1 2

International Boundary & Water Commission

O U

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CONTRACT NUMBER

P lo t S ca le P lo t D ev ic e

A ut oC A

D V er si on

NAL BOUNDARY AND WATER

COMM

ISSIO

C O

I M

CARN

DELANOI

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MIILE

D at e an d Ti m e

P lo tte d

M D at e

La st

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IBWC Border V20170817

S he et S et N am e

G R

A N

D E

C A

N A

N P

R O

IBWC CONTRACTOR NAME

IBWC CONTRACT/TASK ORDER

Arcadis U.S. Inc., IBM15D001/IBM17T0010

Arcadis U.S. Inc., 08-14-2019USIBWC HQ-ESD

191BWC19B0001

Exist. 6" Steel natural gas main line encased in 10" steel line STA: 1518+81.46 Exist. 36" Conc. H.P. Water line

STA: 1519+56

EL Top : 3745.00

Notes:

1. No Typical section exists for Sta 1518+78 to 1520+08. See

C216 and C301 for additional design information for the conc.

levee paving and conc. slope paving.

2. For Sta 1520+09 to 1520+60, Typical Levee Section 1 shall be followed except where the new floodwall is located on the landside crest. See C216 for additional levee design information for the area downstream of the Borderland Bridge.

3. WR-01 Ramp shall be constructed per USIBWC Standard Drawing 25084.

TOP OF CONC.

LEVEE PAVING

NEW FLOODWALL

SEE S101 AND S102

NEW CONC. SLOPE PAVING

SEE DETAILS ON C301

SEE SHEET C216

NEW CONC. LEVEE PAVING

SEE DETAILS ON C301

℄ of Borderland Bridge

V D

N A

V D

1529+00 1530+00 1531+00 1532+00 1533+00 1534+00 1535+00 1536+00 1537+00 1538+00 1539+00

-3

E G

L-

E G

L-

E G

L-

E G

L-

E G

L-

E G

L-

E G

L-

E G

L-

E G

L-

E G

L-

E G

L-

W S

E -3

W S

E -3

W S

E -3

W S

E -3

W S

E -3

W S

E -3

W S

E -3

W S

E -3

W S

E -3

W S

E -3

W S

E -3

-0.05% -0.08%

P V

I S

E L:

Brush vegetation

River edge

Dirt channel

Canutillo Lateral WW#34 4'x4.7' Box culvert

STA: 1534+99.54

Conc. bridge

Sluice gate

Canutillo Lateral

Existing Montoya Lateral Siphon 3.5'x4' box culvert

STA: 1531+74.47

Metal mesh

Storm pipe

Rockwall

Conc. bridgew/handrails

Turnout

Irrigation gate

EBID Vehicular gate

3760 3760

Conc. path

Fence gate

Pence Lateral

Conc. headwall EL Top : 3761.75

Conc. headwall EL Top : 3761.53

G…

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File details come from the government source that posted it.