191BWC22R0002_A00006_Drawings_20220523_FS.pdf

G002

SHEET INDEX AND

GENERAL NOTES

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CONTRACT NUMBER

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IBWC Border V20170817

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DESIGNED BY

IBWC CONTRACTOR NAME

IBWC CONTRACT/TASK ORDER

Arcadis U.S. Inc., IBM15D001/IBM17T0010

Arcadis U.S. Inc., 01-28-2022USIBWC HQ-ESD

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.

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. 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. Each USIBWC sign and Stop sign shall be removed and replaced with new signs in accordance with USIBWC drawing 26424. All other existing signs, whether shown or not shown, shall be removed, temporarily stored and relocated as directed by

USIBWC. Replace any signs that are damaged during construction.

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 All road crossings, regardless of road type or material, shall have new USIBWC Notice Signs installed on each side of the crossing in accordance with USIBWC Standard Drawing 26424. All existing signs at road crossings shall be removed, have all concrete removed and be delivered to the USIBWC

American Dam Field Office at 2616 West Paisano Drive, El Paso, TX 79922.

1.10 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.

1.11 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. Review Contract IBM10C0018 drawings for locations of existing toe drains.

1.12 Remove all trash, rubble, and debris (including buried trash and debris) located within the project limits and dispose of at an approved site. 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, and to resolve all discrepancies prior to the commencement of any work.

2.3 Any required 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 perform utilities locates and surveys as soon as possible so that utility owners can be notified of required relocations and work can proceed without delaying construction activities.

2.4 Contact "Texas 811" (811 or 1-800-344-8377) and “New Mexico 811” (811 or 1-800-321-2537) at least

48 hours prior to beginning work to locate any utilities within the work zone. Provide written documentation to the COR that "Texas 811" and “NM 811” were contacted and all utilities were located within or adjacent to the project limits.

INDEX OF SHEETS

SHEET NO. USIBWC NO. SHEET TITLE

G001 26885-000-01 Cover Sheet

G002 26886-000-03 Sheet Index and General Notes

G003 26887-000-00

Abbreviations, Legend and Symbols

G004 & G005 26888-000-00 & 26889-000-00

East Levee Existing Utility Information

G006 26890-000-00

West Levee Existing Utility Information

G101 - G103 26891-000-00 to 26893-000-00

East Levee Survey Control - Existing ROW Line and Curve Tables

G104 - G106 26894-000-00 to 26896-000-00

East Levee Survey Control - Control Points and Monuments

G107 26897-000-00

West Levee Survey Control - Existing ROW Line and Curve Tables

26803-000-00

West Levee Survey Control - Existing ROW Line and Curve Tables

G108 26898-000-00

West Levee Survey Control - Existing Benchmarks, Control Points and Monument

26804-000-00

West Levee Survey Control - Existing Benchmarks, Control Points and Monument

G201 - G204 26899-000-00 to 26902-000-00

East Levee Horizontal Control New ℄ Alignment

G205 26903-000-00

West Levee Horizontal Control New ℄ Alignment

G301 26904-000-00

East Levee Project Layout Key Map Sta: 1511+19.16 to 1750+00

G302 26905-000-00

East Levee Project Layout Key Map Sta: 1750+00 to 1956+25.86

G303 26906-000-00

West Levee Project Layout Key Map Sta: 1666+52.65 to 1702+74.24

26496-001-00 to 26496-003-00 East Levee Photos

26497-000-00 West Levee Photos

C-1 26907-000-00

Control Map

C001 26908-000-00

Right of Way Control Map

C002 - C008 26909-000-00 to 26915-000-00

Right of Way Map

C101 - C104 26916-000-00 to 26919-000-00

Typical Sections

C105 26920-000-00

Typical Benching Details

C106 26921-000-00

Typical Riprap Benching Details

C201 - C245 26922-000-01 to 26966-000-00 East Levee Plan & Profiles

C246 26967-000-01

East Levee Plan & Profile W Borderland Rd Bridge

C247 26968-000-01

East Levee Plan & Profile Country Club Rd Bridge

C248 26969-000-01

East Levee Plan & Profile Sunland Park Rd Bridge

C249 26970-000-01

East Levee Plan & Profile Racetrack Rd Bridge

26743-000-00

Borderland Bridge Upstream Handrail

26744-000-00

Borderland Bridge Downstream Handrail

26745-000-00

Country Club Bridge East Upstream Handrail

26746-000-00

Country Club Bridge East Downstream Handrail

C261 - C264 26971-000-01 to 26974-000-01 West Levee Plan & Profile

C265 26975-000-01

West Levee Plan & Profile Country Club Rd Bridge

26747-001-00 to 26747-002-00

Country Club Bridge West Upstream Handrail

26748-001-00 to 26748-002-00

Country Club Bridge West Downstream Handrail

C301 - C303 26976-000-01 to 26978-000-01 Civil Details

C311 26979-000-01

East Levee Landside Ramp at Sta 1685+50

26749-000-00

Typical Handrail Details

26484-000-00 Racetrack Chicane

26485-000-00

Blocking Access at Borderland Bridge Area

26486-000-00 Borderland Chicane

26487-000-00

Blocking Access at Canutillo Lateral Area

26488-000-00

Blocking Access under Artcraft Bridge

26489-000-00

Blocking Access near La Union Combined Lateral

26490-000-00

Blocking Access at Racetrack Park

27264-000-01

Montoya Intercepting Drain Excavation

26498-000-00

Salt Cedar Clearing and Gravel Road at EOP

C321 26980-000-01

West Levee Country Club Bridge Intersection

26491-000-00

West Levee Country Club Bridge Landside Ramp

C322 26981-000-00

West Levee Country Club Bridge Joint Layout

C323 26982-000-01

West Levee Concrete Driveway Plan

C324 26983-000-00

West Levee Concrete Driveway Cross Section

C501 - C651 26984-000-00 to 27234-000-00 East Levee Cross Sections

C681 - C691 27235-000-00 to 27245-000-00 West Levee Cross Sections

CS101 27246-000-00

Country Club Bridge East - Demolish Plan

CS102 27247-000-00

Country Club Bridge East - Stoplog Arrangement Layout

CS103 27248-000-00

Country Club Bridge East - Sectional Elevation View

CS104 27249-000-01

Country Club Bridge West - Demolition Plan

CS105 27250-000-01

Country Club Bridge West - Stoplog Arrangement Layout

CS106 27251-000-00

Country Club Bridge West - Cross Sectional Elevation View

26796-000-00

Montoya Lateral WW Plan & Profile

26797-000-00

Montoya Lateral WW Sections

26798-000-00

Montoya Lateral WW Sections & Details

26479-000-00 to 26481-000-00

Schultz Lateral Wasteway Plan & Profiles

26482-000-00

Schultz Lateral Wasteway New Inlet Structure

26483-000-00

Schultz Lateral Wasteway New Outlet Structure

S102 27252-000-00

Country Club Bridge East and West - Structural General Notes

S103 - S105 27253-000-00 to 27255-000-00

Country Club Bridge East - Section & Details

S106 27256-000-00

Country Club Bridge East - Barrier Railing & Transition

S113 - S115 27257-000-00 to 27259-000-00

Country Club Bridge West - Section & Details

S116 27260-000-00

Country Club Bridge West - Barrier Railing and Transition

26492-000-00

Country Club Bridge West Floodwall Repair

CCCG-21 27261-000-00 TxDOT Concrete Curb and Curb and Gutter

PED-18 27262-001-03 to 27262-004-03 TxDOT Pedestrian Facilities Curb Ramps

PRD-13 27263-001-01 to 27263-003-01 TxDOT Pedestrian Handrail Details

GF(31)-19

26493-000-00 TxDOT Metal Beam Guard Fence TL-3 MASH Compliant

GF(31)DAT-19

26494-000-00

TxDOT Metal Beam Guard Fence (Downstream Anchor Terminal) TL-3 MASH Compliant

GF(31)TR TL2-19

26495-000-00 TxDOT Metal Beam Guard Fence Thrie-Beam Transition TL-2 MASH Compliant

25084-000-01

USIBWC Levee Ramp Details

26409-001-05 to 26409-003-05 USIBWC Gate Manufacture and Installation

26424-001-02 to 26424-005-02

USIBWC Notice Signs

26741-000-00 Chicane Manufacturer and Installation

27094-000-00

Montoya Intercepting Drain Plan and Profile, Current Conditions and 1959 Profile

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Revisions 1, 2 & 3

191BWC22R0002

26886-000-03

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ARCADIS US., Inc.

Texas Registered

Engineering Firm F-533

1/28/2022 1/28/2022

IBWC 27094-000-00

X

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Clear all saltcedar per

Spec Section 31.13.00

MONTOYA INTERCEPTING DRAIN

Clear all vegetation per

Spec Section 35.24.90

Toward levee clear all vegetation per Spec Section 31.11.00

Fill all side slopes when steeper than 1V:1H

Excavate at 1V:1H slope from existing toe

Excavate from surveyed centerline to EBID's proposed cleaning grade (27094)

Excavate at 1V:1H slope from new toe

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IFB/RFP NUMBER CONTRACT NUMBER

CONTRACTOR/DESIGNER DRAWING NUMBER

USIBWC DRAWING NUMBER

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MONTOYA INTERCEPTING

DRAIN EXCAVATION

27264-000-01

ADMIN APPROVAL

DESIGNED

TECHNICAL APPROVAL

CHECKED

DRAWN

Andrea Glover, PE

A. Glover

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NOTES:

1. Prior to performing any excavation or fill within the Montoya Intercepting Drain, ensure the drain is surveyed per Specification Sections 02.21.00 and 35.24.90. Contractor to ensure that surveys capture ground elevations even if the drain contains water.

2. Ensure all vegetation is removed prior to placing any fill.

3. Ensure that centerline of Montoya Intercepting Drain slopes down to each downstream culvert as shown on EBID's drawing 27094.

4. See Contract attachment

"19._35-24-90_1_7_20200918_Excerpt_RGCP_Aquatic_Habitat_Draft_Designs.pdf" for cross section data. Examples shown have no vertical exaggeration. Cross section tie in to levee is estimated.

5. Existing ground at centerline of drain estimated from Elephant Butte Irrigation District's

(EBID) drawing "Montoya Intercepting Drain Plan and Profile, Current Conditions and

1959 Profile," dated 5/5/2022 (IBWC drawing 27094-000-00). Complete cross sections from RGCP document in Note 4 were not available where EBID's drawing indicated less excavation so the two examples provided are approximately the maximum depths of excavation expected.

6. Required excavation is between Contractor surveyed centerline and the EBID's Proposed

Cleaning Grade indicated on drawing 27094.

04-13-2022

191BWC22R0002

TYPICAL SECTION 11 MONTOYA INTERCEPTING DRAIN EXCAVATION

Looking downstream along the drain

BX

27264

APPLICATION OF TYPICAL SECTION 11 - EXAMPLE 1

XS-6 (from RGCP document in Note 4 adjusted to EBID centerline from drawing in Note 5) near Sta 1925+50 looking downstream

BY

27264

APPLICATION OF TYPICAL SECTION 11 - EXAMPLE 2

XS-7 (from RGCP document in Note 4 adjusted to EBID centerline from drawing in Note 5) near Sta 1945+00 looking downstream

-10-20-30 0 10 20 30 40 50 60 70

-10-20-30 0 10 20 30 40 50 60 70

USIBWC ROW

3'

3'

3'

Material to be excavated

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Levee fill

Final drain invert

3'-5"

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Levee fill

Final drain invert

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