J.22_IBM16B0003_Drawings_20160818.pdf

IBM16B0003

AUGUST 18, 2016

GI-1002

IN

D

E X O

F S

H E

E T S

SHEETS OFINDEX

NO.SHEET TITLE

GENERAL

GI-1001 SHEETCOVER

GI-1002 SHEETS OFINDEX

GI-1003 MAP VICINITY AND LOCATIONPROJECT

GI-1004 LEGEND ANDABBREVIATIONS

GI-1005

GC-1051

CIVIL

CS-1451

STRUCTURAL

GC-1101

ESTIMATE OF QUANTITIES

GENERAL NOTES

CF-1551 - CF-1552

STORM DRAIN LINE PLAN AND PROFILE

CG-1802

SS-1001

SS-1007

SS-1009

SS-1002

SS-1003

SS-1004

SS-1005

SS-1006

SS-1008

SS-1011

SS-1013

SS-1010

SS-1012

GENERAL NOTES

CONCRETE CHANNEL REINFORCING DETAILS

UTILITY

VF-1251

UTILITY MANAGEMENT PLAN

GEOTECHNICAL

BL-1302 SOIL BORINGS KEY TO TERMS AND SYMBOLS

NO.SHEET TITLE

SHEETS OFINDEX

INDEX OF SHEETS- UPPER REACH

CS-1452 - CS-1454

CF-1501 - CF-1503

CF-1601 - CF-1611

BL-1351 - BL-1354

CG-1801

CG-1803

REPLOGLE FLUME PLAN AND PROFILE

BL-1301

VF-1252 - VF-1253

CD-1401 - CD-1402

GC-1052

UTILITY DISPOSITION TABLE

SOIL BORING LOCATIONS AND DATA

SOIL BORINGS

PROJECT KEY MAP

DEMOLITION PLAN

PROJECT ALIGNMENT

PLAN AND PROFILE

TYPICAL SECTIONS

CROSS SECTIONS

SS-1014

BREAKDOWN OF QUANTITIES

REPLOGLE FLUME DETAILS

BENCHMARK LOCATIONS AND DATA PLAN AND TABLE

CG-1754 - CG-1755

CF-1504 ACCESS RAMP PLAN AND PROFILE

DRAINAGE MISC DETAILS

SS-1015

SS-1016

WEEP HOLE DETAILS

SAFETY LADDER AND CABLE DETAILS

CG-1757 - CG-1760 DRAINAGE STANDARD DETAILS

CG-1756

TRANSITION TO U-WALL CHANNEL PLAN STA 10+90 TO STA 11+40

TRASH RACK DETAILS

STORM DRAINAGE TRASH RACK DETAILS

CG-1701 - CG-1704

TRANSITION TO U-WALL CHANNEL PROFILE STA 10+90 TO STA 11+40

CONDUIT AT TRANSITION SECTIONS

CONCRETE U-WALL CHANNEL REINFORCING DETAILS

CONCRETE CHANNEL CONNECTION AT EXISTING STRUCTURE STA 0+66.47

REPLOGLE FLUME PLAN & ELEVATION

REPLOGLE FLUME CROSS SECTIONS

BRIDGE REINFORCING DETAILS

MISC JOINT DETAILS

HANDRAIL DETAILS

CONCRETE U-WALL CONNECTION TO EXISTING BOX

HDPE PIPE CONNECTION DETAILS

REPLOGLE FLUME INSTRUMENTATION DETAILS

SS-1017

BRIDGE PLAN

CG-1751 - CG-1753

CG-1761 GUARDRAIL DETAILS

CG-1762 ELECTRICAL DETAILS

D ra w n b y

D e s ig n e d b y

R e v ie w e d b y

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S u b m it te d b y

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LOCATION OF WORK

NTS

6000’0 3000’

SCALE IN FEET

GI-1003

P R

O J E

C T L

O C

A T

IO

N A

N D

V

IC

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A P

MEXICO

UNITED STATES

OF AMERICA

NEW MEXICO

AMERICAN DAM

INTERNATIONAL DAM

NN

NN

PROJECT

AREA

LIMIT OF WORK

BEGIN REPLACEMENT OF

AMERICAN CANAL LINING

LIMIT OF WORK

END REPLACEMENT OF

AMERICAN CANAL LINING

UPPER REACH

UPPER REACH

PROJECT VICINITY MAP

PROJECT LOCATION MAP

ABBREVIATIONS

AC

ACP ASPHALTIC CONCRETE PAVING

AGGR AGGREGATE

AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION

APPROX APPROXIMATE

ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS

AZ AZIMUTH

B/B BACK TO BACK

BC BACK OF CURB

BL BASE LINE

BM BENCHMARK

BMPS BEST MANAGEMENT PRACTICES SYSTEM

C&G CURB AND GUTTER

CB CATCH BASIN

CFS CUBIC FEET PER SECOND

CI CAST IRON

CIP CAST-IN-PLACE

CJ CONSTRUCTION JOINT

CL CENTER LINE

CMP CORRUGATED METAL PIPE

CONC CONCRETE

CONST CONSTRUCTION

COR CONTRACTING OFFICER REPRESENTATIVE

CP CONTROL POINT

CPT CONE PENETRATION TEST

CUBIC YARD

DEPTH

DA DRAINAGE AREA

DEG DEGREE

DEMO DEMOLITION

DIA DIAMETER

DIST DISTANCE

DMS DEGREES, MINUTES, SECONDS

EASTING

EA EACH

EC EDGE OF CURB

EL ELEVATION

ELEC ELECTRIC

ENV ENVIRONMENTAL

ESMT EASEMENT

EXCAV

EXIST GR

FH FIRE HYDRANT

FHWA FEDERAL HIGHWAY ADMINISTRATION

FIN FINISH

FIN GR

FLOW LINE

FOC FACE OF CURB

FOW FACE OF WALL

FT FOOT

NATURAL GAS

GALV GALVANIZED

GR GROUND

HORIZONTAL

HGL HYDRAULIC GRADE LINE

HR HOUR

HS HIGH STRENGTH

HV HIGH VOLTAGE

HWY HIGHWAY

ID INSIDE DIAMETER

IN INCHES

K-VALUE

kVA KILOVOLT AMPERE

LENGTH

LAT LATERAL

LBS POUNDS

LF LINEAR FEET (FOOT)

LS LUMP SUM

MAX MAXIMUM

MH MANHOLE

MIN MINIMUM

MISC MISCELLANEOUS

NORTHING

NAD83 NORTH AMERICAN DATUM (1983)

NAVD88 NORTH AMERICAN VERTICAL DATUM (1988)

No NUMBER

NOM NOMINAL

NTS NOT TO SCALE

OC ON CENTER

OD OUTSIDE DIAMETER

OF OUTSIDE FACE

PC POINT OF CURVE

PROFILE GRADE

PI POINT OF INTERSECTION

PL PROPERTY LINE

PP POWER POLE

PROP

PT POINT OF TANGENCY

PVMT PAVEMENT

PSI POUNDS PER SQUARE INCH

PVC POLY VINYL CHLORIDE

RADIUS

RCP REINFORCED CONCRETE PIPE

RD ROAD

ROW RIGHT OF WAY

RT

SOUTH

SD STORM DRAIN

SEC SECOND

SF SQUARE FEET

SQUARE YARD

SS

ST STREET

STA STATION

SWPPP

TAN TANGENT

TCP TRAFFIC CONTROL PLAN

TE TOP ELEVATION

TEMP TEMPORARY

TOC TOP OF CURB

TOC FTG TOP OF CONCRETE FOOTING

TOC WALL TOP OF CONCRETE WALL

TxDOT TEXAS DEPARTMENT OF TRANSPORTATION

TYP TYPICAL

N

NPDES NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM

Q

R

S

K

L

H

G

E

D

CULV CULVERT

RCB REINFORCED CONCRETE BOX

A B

B R

E V

IA

T

IO

N S A

N D L

E G

E N

D

’0

POT POINT ON TANGENT

MW MONITORING WELL

LT LEFT

RR RAILROAD

RIGHT

BPF BORDER PATROL FENCE

PERF PERFORATED

SHT SHEET

DHS DEPARTMENT OF HOMELAND SECURITY

BORDER PATROLBP

TBD TO BE DETERMINED

PGL

PG

PROFILE GRADE LINE

FL

GI GRATE INLET

TR TOP OF RIM

EMBANKMENT FILL

FM FORCE MAIN

EMD ENVIRONMENTAL MANAGEMENT DIVISION OF THE USIBWC

AMERICAN CANAL (ALIGNMENT THIS DESIGN CONTRACT)

EXISTING GROUND

PROPOSED (THIS DESIGN CONTRACT)

DESIGN FLOW

D

TX TEXAS

EMBKMT

EXISTINGEXIST

EXCAVATION

UNO UNLESS NOTED OTHERWISE

USACE UNITED STATES ARMY CORPS OF ENGINEERS

USIBWC

UPRR

USA UNITED STATES OF AMERICA

UGE UNDERGOUND UTILITY ELECTRICAL

WEST

W/ WITH

W/O WITHOUT

WL WATER LINE

W

WSEL

X SECT CROSS SECTION

W S

WATER SURFACE AT DESIGN FLOW

VERTICAL

VC VERTICAL CURVE

VEL VELOCITY

VFZ VEGETATION FREE ZONE

VPC VERTICAL POINT OF CURVATURE

VPI VERTICAL POINT OF INTERSECTION

VPT VERTICAL POINT OF TANGENCY

V

MSE MECHANICAL STABILIZED EARTH

MM MILLIMETER

BNSF BURLINGTON NORTHERN SANTA FE RAILWAY

LEGEND

ROW

ALIGNMENT

BORE HOLE

SUBDRAIN

DEMOLITION

CONCRETE

BENCHMARK

A

AXX-XXXX

REF

INDICATES DETAIL.

INDICATES SECTION & NUMBER

DIFFERENT SHEET. LETTER

TAKEN FROM AND SHOWN ON

INDICATES SECTION OR DETAIL

INDICATES DETAIL.

INDICATES SECTION & NUMBER

THE SAME SHEET. LETTER

TAKEN FROM AND SHOWN ON

INDICATES SECTION OR DETAIL

T

UTILITY

SYMBOLCOMMUNICATIONS

OVERHEAD

ELECTRIC

EPWU

WATER

MCI

AT&T BURIED CABLE

AT&T FIBER (LOCAL)

(LONG DISTANCE)

AT&T FIBER

T4 T3 T2 T1

W3 W2 W1 W

GAS/PIPELINES

ELECTRIC

WASTEWATER

UNKNOWN GAS

2" TGS GAS LINE

G1 G

OH

E

WATER VALVE

STORM SEWER MANHOLE

WASTEWATER MANHOLE

GAS RISER

TELEPHONE MANHOLE

TELEPHONE MARKER

TELEPHONE PEDESTAL

LIGHT POLE

POWER POLE

ELECTRIC PULL BOX

ELECTRIC MANHOLE

WATER SURFACE ELEVATION

CY

SY

STORMWATER POLLUTION PREVENTION PLAN

& WATER COMMISSION

UNITED STATES SECTON OF THE INTERNATIONAL BOUNDARY

UNION PACIFIC RAILROAD

WATER SURFACE ELEVATION

STRUCTURAL FILL

HGL

GI-1004

COMPACTED CLAY FILL

EXIST GR

HDWL HEADWALL

EXIST FENCE

T1 T1 T2 T2

T3 T3 T4 T4

T1 T1 T2 T2

T3 T3 T4 T4

W W

W1 W1

W2 W2 W3 W3

W W

W1 W1

W2 W2 W3 W3

G G

G1G1

G G

G1G1

E E

OH OH

E E

WW WW

FM FM

SS SS

WW WW

FM FM

SS SS

SUE SUBSURFACE UTILITY ENGINEERING

CRUSHED AGGREGATE BASE

FINISHED GRADE

SPECIFICATIONSPEC

STORM SEWER

36" WATER LINE

6" WATER LINE

4" WATER LINE

2" WATER LINE

GRAVEL

FLEXBASE

MBGF METAL BEAM GUARD FENCE

HMAC HOT MIX ASPHALT CONCRETE

EPCWID1 EL PASO COUNTY WATER IMPROVEMENT DISTRICT NO. 1

S

EPB

EM

SIGNAGE

SEWER

STORM SEWER

30" FORCE MAIN

WASTEWATER

S

SS

FM

WW

S S S S

G1

(SEE NOTE)

LEVEL B LINE STYLE

(SEE NOTE)

LEVEL C & D LINE STYLE

OBSERVATION

LEVEL A

LOCATION OF

NOTES:

T1 T1

OF LEVEL B OBSERVATION.

TICK MARK "X" ON UTILITY LINE ( e.g. ) STYLE DENOTES LOCATION

DETERMINE THE EXISTENCE AND APPROXIMATE HORIZONTAL POSITION OF SUBSURFACE UTILITIES.

UTILITY QUALITY LEVEL B: INFORMATION OBTAINED THROUGH APPROPRIATE METHODS TO

ABOVE-GROUND UTILITY FEATURES.

UTILITY QUALITY LEVEL C: INFORMATION OBTAINED BY SURVEYING AND PLOTTING VISIBLE

RECOLLECTIONS.

UTILITY QUALITY LEVEL D: INFORMATION DERIVED FROM EXISTING RECORDS OR ORAL

DEPICTION OF EXISTING SUBSURFACE UTILITY DATA.

*LEVELS B, C, AND D AS DEFINED IN ASCE 38-02 STANDARD GUIDELINE FOR THE COLLECTION AND

UTILITY OBSERVATION

LEVEL A SUBSURFACE

GUARDRAIL

D ra w n b y

D e s ig n e d b y

R e v ie w e d b y

D a te

S u b m it te d b y

D e s c ri p ti o n

D a te

A c ti o n

S o li c it a ti o n N o

C o n tr a c t

N o

C o n tr N o

R e v number:

reference

Sheet

A

B

C

D

2 3 4 5

F il e n a m e

P lo t d a te

P lo t s c a le

S y m b o l

T ra c k in g N o

A C -G

-B S

X .d g n

T B

P E R

E G N o F -3

(2 )7

-7

D A

L L

A S T

E X

A S

S U

IT

E

N S

T E

M M

O N

S F

W Y

M P

I:

\P ro je c ts

N O

R T

H \2

IN

F \C

V L

W K

S \U

S

IB

W C \A m e r

C a n a l\ -C

A D

D \M ic ro

S ta ti o n \S h e e t\

U p p e r\

G e n e ra l\

A C -G

I- .d g n jo n n th u rm a n

/1

/2

:1

:4

P

M

U P

P E

R R

E A

C H

C A

N A

L L

IN

IN

G

R E

P L

A C

E M

E N

T O

F A

M E

R

IC

C H

J V

E L P

A S

O T

X

A N

D W

A T

E R C

O M

M

IS

S

IO

N

T H

E I

N T

E R

N A

T

IO

N A

L B

O U

N D

A R

Y

T H

E U

N

IT

E D S

T A

T E

S S

E C

T

IO

N O

F

/1

/2

J Q

C H

J V

JUAN VARGAS

116766

S T

ATE

OF TEXA

S

P R

O F

E S

SIONAL EN

G

IN

E E

R

LICENSED

J u n e r a w n b y

D e s i g n e d b y

R e v i e w e d b y

D a t e

S u b m i t t e d b y

D e s c r i p t i o n

D a t e

A c t i o n

S o l i c i t a t i o n

N o

C o n t r a c t

N o

R e v

Sheet reference number:

A

B

C

D

F i l e n a m e

P l o t d a t e

S y m b o l

T r a c k i n g

N o

A n d r e a

G l o v e r

P

E

R E

P L

A C

E M

E N

T

O

F

A

M E

R I C

A N

C A

N A

L

L

I N

I N

G

A n d r e a

G l o v e r

P

E

I C

T H

E

U

N I T

E

S

T A

T E

S

S

E C

T I O

N

O

F

T H

E

I N

T E

R N

A T

I O

N A

L

B

O U

N D

A R

Y

A N

D

W

A T

R

C

O M

M I S

S I O

N

L

P

S

O

T

X

S

T E

M M

O N

S

F

W Y

S U

I T

E

D A

L L

A S

T

E X

T B

G o

F

GI-1002

A u g

A

C G

I

I B

W C d w g

P

M

SHEET NO. TITLE

GENERAL

GI-1001 COVER SHEET

GI-1002 INDEX OF SHEETS

GI-1003 PROJECT LOCATION AND VICINITY MAP

GI-1004 ABBREVIATIONS AND LEGEND

GI-1005 PROJECT KEY MAP

GC-1051 ESTIMATE OF QUANTITIES

GC-1052 BREAKDOWN OF QUANTITIES

GC-1101 GENERAL NOTES

UTILITY

VF-1251 UTILITY DISPOSITION TABLE

VF-1252 - VF-1253 UTILITY MANAGEMENT PLAN

GEOTECHNICAL

BL-1301 SOIL BORING LOCATIONS AND DATA

BL-1302 SOIL BORINGS KEY TO TERMS AND SYMBOLS

BL-1351 - BL-1354 SOIL BORINGS

CIVIL

CD-1401 - CD-1402 DEMOLITION PLAN

CS-1451 BENCHMARK LOCATIONS AND DATA PLAN AND TABLE

CS-1452 - CS-1454 PROJECT ALIGNMENT

CF-1501 - CF-1503 PLAN AND PROFILE

CF-1504 ACCESS RAMP PLAN AND PROFILE

CF-1505 PLAN VIEW OF SOIL REMEDIATION EXTENTS

CF-1506 FINAL GRADING TOPOGRAPHY

CF-1551 - CF-1554 TYPICAL SECTIONS

CF-1601 - CF-1611 CROSS SECTIONS

CG-1701 - CG-1704 STORM DRAIN LINE PLAN AND PROFILE

CG-1751 - CG-1753 DRAINAGE MISC DETAILS

CG-1754 - CG-1755 SAFETY LADDER AND CABLE DETAILS

CG-1756 STORM DRAINAGE TRASH RACK DETAILS

CG-1757 - CG-1760 DRAINAGE STANDARD DETAILS

CG-1761 GUARDRAIL DETAILS

CG-1762 ELECTRICAL DETAILS

CG-1801 REPLOGLE FLUME PLAN AND PROFILE

CG-1802 REPLOGLE FLUME DETAILS

CG-1803 REPLOGLE FLUME WATER MEASUREMENT AREA

CG-1901 CHAIN LINK SECURITY FENCE DETAILS

CG-1902 CHAIN LINK SECURITY FENCE GATE DETAILS

CG-1903 CHAIN LINK FENCE DETAILS

CG-1904 FENCE LAYOUT

I N

D E

X

O

F

S

H E

E T

S

C

W o r k I B

M

B m

C a n a l

U p p e r

D e s i g n

D a t a

D r a w i n g s

A

C G

I

I B

W C d w g

P

M A n d r e a

G l o v e r

INDEX OF SHEETS

INDEX OF SHEETS - UPPER REACH

2 5

SHEET NO. TITLE

STRUCTURAL

SS-1001 GENERAL NOTES

SS-1002 CONCRETE CHANNEL REINFORCING DETAILS

SS-1003 TRANSITION TO U-WALL CHANNEL PLAN STA 10+90 TO STA 11+40

SS-1004 TRANSITION TO U-WALL CHANNEL PROFILE STA 10+90 TO STA 11+40

SS-1005 CONDUIT AT TRANSITION SECTIONS

SS-1006 CONCRETE U-WALL CHANNEL REINFORCING DETAILS

SS-1007 BRIDGE PLAN

SS-1008 CONCRETE CHANNEL CONNECTION AT EXISTING STRUCTURE STA 0+66.47

SS-1009 REPLOGLE FLUME PLAN & ELEVATION

SS-1010 REPLOGLE FLUME CROSS SECTIONS

SS-1011 CONCREET U-WALL CONNECTION TO EXISTING BOX

SS-1012 BRIDGE REINFORCING DETAILS

SS-1013 MISC JOINT DETAILS

SS-1014 HDPE PIPE CONNECTION DETAILS

SS-1015 WEEP HOLE DETAILS

SS-1016 HANDRAIL DETAILS

SS-1017 TRASH RACK DETAILS

SS-1018 BRIDGE JOINT DETAILS

U p d a t e d d r a w i n g s

A

G a w n b y

D e s i g n e d b y

R e v i e w e d b y

D a t e

S u b m i t t e d b y

D e s c r i p t i o n

D a t e

A c t i o n

S o l i c i t a t i o n

N o

C o n t r a c t

N o

R e v

Sheet reference number:

A

B

C

D

F i m e

P l o t d a t e

S y m b o l

T r a c k i n g

N o

A n d r e a

G l o v e r

P

E

R E

P L

A C

E M

E N

T

O

F

A

M E

R I C

A N

C A

N A

L

L

I N

I N

G

A n d r e a

G l o v e r

P

E

I C

T H

E

U

N I T

A

T E

S

S

E C

T I O

N

O

F

T H

E

I N

T E

R N

A T

I O

N A

L

B

O U

N D

A R

Y

A N

D

W

A T

M

M I S

S I O

N

S

O

T

X

S

T E

M M

O N

S

F

W Y

S U

I T

E

D A

L L

A S

T

E X

T B

F

GC-1051

A u g

A

C G

C

T o

I B

W C d w g

P

M

E S

T I M

A T

E

O

F

Q

U A

N T

I T

I E

S

C

W o r k I B

M

B

C a n a l

U p p e r

D e s i g n

D a t a

D r a w i n g s

A

C G

C

T o

I B

W C d w g

P

M A n d r e a

G l o v e r

2 5

ESTIMATE OF QUANTITIES

SPECIFICATION NO. DESCRIPTION UNIT

TOTAL

ESTIMATE FINAL

02 41 00 REMOVE CONCRETE CHANNEL LF 2,269

02 41 00 REMOVE 10 IN STEEL PIPE LF 75

02 41 00 REMOVE 28 IN CONCRETE PIPE LF 7

02 43 13 REMOVE PEDESTRIAN BRIDGE

EA 1

EA 1

02 43 13 REMOVE GAGING HUT EA 1

02 41 00 REMOVE PUMP HOUSE

03 31 00 CAST-IN-PLACE REINFORCED CANAL LINING (OPEN CHANNEL) CY 1,280

03 31 00 CAST-IN-PLACE STRUCTURAL CONCRETE (U-WALL) CY 3,940

03 31 00 CAST-IN-PLACE STRUCTURAL CONCRETE (HDWL 24 IN PIPE) EA 2

05 51 33 SAFETY LADDERS SET

34 71 13 GUARDRAIL LF 4,524

05 50 14 PEDESTRIAN BRIDGE EA 1

31 23 00 EXCAVATION CY 11,730

31 24 10 FILL (STRUCTURAL FILL) CY 4,670

31 24 10 SIZE 8 GRAVEL CY 229

32 11 23 CRUSHED AGGREGATE BASE CY 1,579

35 59 23 SAFETY CABLE EA 2

35 20 13 26 CANAL TRASHRACK EA 2

33 40 00 STORM DRAINAGE UTILITIES (GRATE INLET) EA

33 40 00 STORM DRAINAGE UTILITIES (TRASH RACK) EA 2

33 40 00 STORM DRAINAGE UTILITIES (PVC PIPE 2 IN) LF 56

33 41 00 STORM DRAINAGE UTILITIES (HDPE PIPE 18 IN) LF 37

33 41 00 STORM DRAINAGE UTILITIES (HDPE PIPE 24 IN) LF 174

33 41 00 STORM DRAINAGE UTILITIES (HDPE PIPE 28 IN) LF 14

35 20 17 3" CHECK VALVES/WEEPHOLES EA 408

35 42 37 ROCK RIPRAP (6 IN DIA STONE) SY 13

U p d a t e d q u a n t i t i e s a d d d s i l r e m e d i a t i o n

A G

05 52 13 HANDRAIL LF 160

33 05 16 NEW GAGING ENCLOSURE EA 1

31 23 00 EXCAVATION (SOIL REMOVED FOR REMEDIATION ONLY) CY 16,800

32 31 13 13 CHAIN LINK FENCE

32 31 13 CHAIN LINK SECURITY DOUBLE GATE EA 1

LF 1,411

LF 1,890

32 31 13 CHAIN LINK SECURITY FENCE

EA 102 41 00 REMOVE EPWU SEWER LINE

31 24 10 FILL (GENERAL FILL) CY 7,790

31 24 10 FILL (TxDOT FLEX BASE) CY 4,550

32 15 00 AGGREGATE ROAD SURFACING CY 2,670

a w n b y

D e s i g n e d b y

R e v i e w e d b y

D a t e

S u b m i t t e d b y

D e s c r i p t i o n

D a t e

A c t i o n

S o l i c i t a t i o n

N o

C o n t r a c t

N o

R e v

Sheet reference number:

A

B

C

D

F i m e

P l o t d a t e

S y m b o l

T r a c k i n g

N o

A n d r e a

G l o v e r

P

E

R E

P L

A C

E M

E N

T

O

F

A

M E

R I C

A N

C A

N A

L

L

I N

I N

G

A n d r e a

G l o v e r

P

E

I C

T H

E

U

N I T

A

T E

S

S

E C

T I O

N

O

F

T H

E

I N

T E

R N

A T

I O

N A

L

B

O U

N D

A R

Y

A N

D

W

A T

M

M I S

S I O

N

S

O

T

X

S

T E

M M

O N

S

F

W Y

S U

I T

E

D A

L L

A S

T

E X

T B

F

GC-1052

A u g

A

C G

C

T o

I B

W C d w g

P

M

B R

E A

K D

O W

N

O

F

Q

U A

N T

I T

I E

S

C

W o r k I B

M

B

C a n a l

U p p e r

D e s i g n

D a t a

D r a w i n g s

A

C G

C

T o

I B

W C d w g

P

M A n d r e a

G l o v e r

2 5

U p d a t e d q u a n t i t i e s a d d d s i l r e m e d i a t i o n

A G

BREAKDOWN OF QUANTITIES

BREAKDOWN OF DRAINAGE ITEMS

ITEM NO. SPECIFICATION NO.

LOCATION (STA)

03 31 00 31 23 00 31 24 10 31 24 10 33 40 00 33 40 00 33 40 00 33 41 00 33 41 00 33 41 00 35 42 37

PLAN & PROFILE

SHEET NO.

CAST-IN-PLACE

STRUCTURAL

CONCRETE

(HDWL 24 IN

PIPE)

EXCAVATION

SIZE 8

GRAVEL

STRUCTURAL

FILL

STORM

DRAINAGE

UTILITIES (GRATE

INLET)

STORM

DRAINAGE

UTILITIES

(TRASH RACK)

STORM

DRAINAGE

UTILITIES (PVC

PIPE 2 IN)

STORM

DRAINAGE

UTILITIES (HDPE

PIPE 28 IN)

STORM DRAINAGE

UTILITIES (HDPE

PIPE 18 IN)

STORM DRAINAGE

UTILITIES (HDPE

PIPE 24 IN)

ROCK

RIPRAP (6

IN DIA

STONE)

FROM TO EA CY CY CY EA EA LF LF LF LF SY

CF-1501 0+66.47 10+00 1 127 159 23 1 1 56 0 37 112 9

CF-1502 10+00 20+00 1 51 36 12 1 1 0 14 0 62 4

PROJECT TOTAL 2 178 195 35 2 2 56 14 37 174 13

BREAKDOWN OF DEMOLITION ITEMS

DEMOLITION

SPECIFICATION NO. 02 41 00 02 41 00 02 41 00 02 43 13 02 41 00 02 43 13 02 41 00

SHEET NO.

REMOVE

CONCRETE

CHANNEL

REMOVE 10 IN

STEEL PIPE

REMOVE 28 IN

CONCRETE PIPE

REMOVE

PEDESTRIAN

BRIDGE

REMOVE UTILITY

BRIDGE BY

OTHERS

REMOVE

GAGING

HUT

REMOVE PUMP

HOUSE

LF LF LF EA EA EA EA

CD-1401 1,934 75 7 1 0 0 0

CD-1402 335 0 0 0 1 1 1

PROJECT TOTAL 2,269 75 7 1 1 1 1

BREAKDOWN OF CANAL ITEMS

PLAN &

PROFILE

SPECIFICATION NO.

LOCATION (STA)

03 31 00 03 31 00 31 24 10 31 24 10 32 11 23 35 20 13 26 05 52 13 05 38 20 35 20 17

SHEET NO.

CAST-IN-PLACE

REINFORCED CANAL

LINING (OPEN

CHANNEL)

CAST-IN-PLACE

STRUCTURAL

CONCRETE (U-WALL)

SIZE 8 GRAVEL

FILL (STRUCTURAL

FILL)

CRUSHED

AGGREGATE

BASE

CANAL

TRASHRACK

HANDRAIL

PEDESTRIAN

BRIDGE

3" CHECK

VALVES/WEEP

HOLES

FROM TO CY CY CY CY CY EA LF EA EA

CF-1501 0+66.47 10+00 1,080 0 30 0 545 0 75 0 372

CF-1502 10+00 20+00 200 2,860 4 3,319 777 0

1 36

CF-1503 20+00 23+35.15 0 1,080 0 1,352 257 2 65 0 0

PROJECT TOTAL 1,280 3,940 34 4,670 1,579 2 160 1 408

05 51 33

SAFETY

LADDER

EA

35 59 23

SAFETY

CABLE W/

BOUYS

EA

31 23 00

EXCAVATION

CY

2,809

6,223

2,520

11,552

BREAKDOWN OF SOIL REMEDIATION ITEMS

SOIL

SPECIFICATION NO. 31 23 00 02 41 00 02 41 00 02 43 13

SHEET NO.

SOIL

REMEDIATION

EXCAVATION

AGGREGATE

ROAD

SURFACING

TxDOT

FLEX BASE

GENERAL

FILL

CY CY CY CY

CF-1502 6,317 1,226 2,230 2,895

CF-1503 2,553 522 1,042 1,263

PROJECT TOTAL 16,800 2,670 4,550 7,790

REMEDIATION

CF-1501 7,930 922 1,278 3,632

N E

R A

L N

O T

E S

GC-1101

UNDERGROUND UTILITIES CROSSING THE PROJECT LIMITS.

PERFORM SUBSURFACE UTILITY ENGINEERING AS NECESSARY FOR

THE CONTRACTOR SHALL VERIFY THE HEIGHT OF ALL AERIAL UTILITIES AND 4.

CONTACTED "TEXAS 811" TO LOCATE ALL UTILITIES ALONG THE PROJECT LENGTH.

SHALL PROVIDE WRITTEN DOCUMENTATION TO THE COR THAT THEY HAVE

THE CANAL TO LOCATE ANY UTILITIES WITHIN THE WORK ZONE. CONTRACTOR

48 HOURS PRIOR TO BEGINNING WORK ON ANY LOCATION OF

CONTRACTOR SHALL CONTACT "TEXAS 811" (811 OR 1-800-344-8377) 3.

OWNERS REGARDING THE PERFORMANCE OF THIS WORK.

COST TO THE CONTRACTOR. THE CONTRACTOR SHALL COORDINATE WITH THE UTILITY

UPON THE TERMS OF THE UTILITY’S USIBWC LICENSE AND SHALL BE COMPLETED AT NO

BY THE UTILITY OWNER PRIOR TO CONSTRUCTION. THE RELOCATION SHALL BE BASED

THE RELOCATION OR ADJUSTMENT OF THE UTILITIES SHALL BE COMPLETED 2.

FOR ADDITIONAL CURRENT OR ABANDONED UTILITIES.

RESPONSIBILITY TO INVESTIGATE, INCLUDING PERFORMING UTILITY SURVEYS,

NOT INCLUDE ALL UTILITIES AT THE SITE. IT IS THE CONTRACTOR’S

ALONG WITH DATA PROVIDED BY FRANCHISE UTILITY COMPANIES. THEY MAY

UTILITY FEATURES SHOWN ARE BASED ON FIELD SURVEY AND SUE SURVEY1.

UTILITY

TABLE ELEVATION OF 6.5 FEET BELOW THE GROUND SURFACE.

CANAL AND U-WALL CHANNEL ARE DESIGNED FOR A MAXIMUM WATER 11.

SEPTEMBER 21, 1936.

CANAL ALIGNMENT AS SHOWN ON THE DESIGN DRAWING DATED

260 FEET (2+60) AHEAD OF THE STATIONING OF THE HISTORICAL AMERICAN

10. THE STATIONING OF THE ALIGNMENT IN THIS PLAN SET IS APPROXIMATELY

OCTOBER TO MARCH OF THE FOLLOWING YEAR.

CHANNEL DURING DRY SEASON, AS TYPICALLY DEFINED BETWEEN

THE CONTRACTOR SHALL CONSTRUCT THE PORTION OF THE WORK INSIDE9.

EXISTING ACCESS ROAD AVAILABLE FOR ACCESS TO CONSTRUCTION SITE.8.

COMPLETION OF PROJECT.

APPROPRIATE. CONTRACTOR SHALL REPLACE SIGNS AND MOUNTS UPON

AND AGREED TO WITH TxDOT OR CITY OF EL PASO OFFICIALS, AS

OF SIGNS WITHIN THE TxDOT RIGHT-OF-WAY NEEDS TO BE COORDINATED

SIGNS AND MOUNTS. ALL WORK INCLUDING THE REMOVAL AND STORAGE

TRAFFIC CONTROL PLAN, THE CONTRACTOR SHALL REMOVE AND STORE

7. IF ANY REGULATORY SIGNS ARE IN CONFLICT WITH THE CONTRACTOR’S

FLOW CONDITION.

INTERIOR STORM ENTERING THE PROPOSED CANAL UNDER THE DESIGN

PROPOSED STORM DRAIN SYSTEM IS DESIGNED TO CONVEY THE 100-YEAR6.

DESIGN FLOW HGL PLUS VARIED FREEBOARD.

PROPOSED CHANNEL AND SEDIMENT BASIN ARE DESIGNED BASED ON THE5.

TO NAVD 88.

CANAL CONDITIONS. THE ELEVATION VERTICAL DATUM IS REFERENCED

THE HYDRAULIC GRADE LINE OF THE DESIGN FLOW UNDER PROPOSED

1,535 CFS COMBINED WITH THE 10-YEAR INTERIOR STORM. THE HGL IS

AND HEC-RAS MODELS BY URS(2013). THE DESIGN FLOW DISCHARGE IS

CANAL HYDROLOGY AND HYDRAULIC ANALYSIS PERFORMED IN HEC-HMS

SHOWN DESIGN FLOW HGL AND DISCHARGE ARE BASED ON AMERICAN 4.

ON THE NATIONAL AMERICAN VERTICAL DATUM OF 1988.

AMERICAN DATUM OF 1983 (cors96). ELEVATIONS SHOWN ARE BASED

FROM TEXAS STATE PLANE COORDINATES, CENTRAL ZONE, NORTH

THE HORIZONTAL COORDINATE SYSTEM IS LOCAL GROUND MODIFIED3.

NOT TO SCALE.

2. DIMENSIONS AND/OR ELEVATIONS MARKED NTS ARE SHOWN

DESIGNATED USIBWC CONTRACTING OFFICER REPRESENTATIVE (COR).

COORDINATE WORK ACTIVITIES, INCLUDING ACCESS, WITH THE 1.

GENERAL NOTES

STOCKPILE ANY EXCAVATED MATERIAL IN THE FLOODPLAIN.

CONTAMINATION OF EXISTING SOIL. THE CONTRACTOR IS NOT PERMITTED TO

ON TOP OF EXISTING SOIL WITHOUT TAKING PROPER PRECAUTIONS TO AVOID

3. CONTRACTOR SHALL NOT STOCKPILE ANY EXCAVATED MATERIAL DIRECTLY

AND WATER.

HOW TO REDUCE WORK-RELATED EXPOSURE TO CONTAMINATED SOILS

SPECIFIC ACCIDENT PREVENTION PLAN FOR SPECIFIC GUIDELINES ON

CONTAMINATION. CONTRACTOR’S EMPLOYEES SHALL REFER TO SITE

ALL WORKERS SHALL BE MADE AWARE OF THE POTENTIAL SITE2.

CONSTRUCTION.

SOIL AND GROUNDWATER TEST DATA GENERATED DURING

HEALTH AND SAFETY PLAN SHALL BE UPDATED, AS REQUIRED, BASED ON

ADMINISTRATION’S (OSHA) REGULATIONS AND USACE EM 385-1-1. THE

SAFETY PLAN THAT REFERS TO THE OCCUPATIONAL SAFETY AND HEALTH

AND THE CONTRACTOR SHALL DEVELOP A SITE-SPECIFIC HEALTH AND

DOCUMENTS REFERENCED IN THE TECHNICAL SPECIFICATIONS

MIGRATED FROM THE SMELTER. THE CONTRACTOR SHALL REVIEW SITE

SUCH AS ARSENIC, CADMIUM, LEAD, AND SELENIUM, WHICH HAVE

AND USIBWC’S PROPERTY MAY BE CONTAMINATED BY METALS

THE AMERICAN CANAL IS IN THE VICINITY OF THE ASARCO SMELTER,1.

ENVIRONMENTAL PERMITS, ISSUES AND COMMITMENTS

D ra w n b y

D e s ig n e d b y

R e v ie w e d b y

D a te

S u b m it te d b y

D e s c ri p ti o n

D a te

A c ti o n

S o li c it a ti o n N o

C o n tr a c t

N o

C o n tr N o

R e v number:

reference

Sheet

A

B

C

D

2 3 4 5

F il e n a m e

P lo t d a te

P lo t s c a le

S y m b o l

T ra c k in g N o

A C -G

-B S

X .d g n

T B

P E R

E G N o F -3

(2 )7

-7

D A

L L

A S T

E X

A S

S U

IT

E

N S

T E

M M

O N

S F

W Y

M P

I:

\P ro je c ts

N O

R T

H \2

IN

F \C

V L

W K

S \U

S

IB

W C \A m e r

C a n a l\ -C

A D

D \M ic ro

S ta ti o n \S h e e t\

U p p e r\

G e n e ra l\

A C -G

C -1

-1 .d g n jo n n th u rm a n

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N A

L B

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LICENSED

J u n e w n b y

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R e v ie w e d b y

D a te

S u b m it te d b y

D e s c ri p ti o n

D a te

A c ti o n

S o li c it a ti o n N o

C o n tr a c t

N o

C o n tr N o

R e v number:

reference

Sheet

A

B

C

D

2 3 4 5

F il e n a m e

P lo t d a te

P lo t s c a le

S y m b o l

T ra c k in g N o

A C -G

-B S

X .d g n

T B

P E R

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(2 )7

-7

D A

L L

A S T

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A S

S U

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T E

M M

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S F

W Y

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I:

\P ro je c ts

N O

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H \2

IN

F \C

V L

W K

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S

IB

W C \A m e r

C a n a l\ -C

A D

D \M ic ro

S ta ti o n \S h e e t\

U p p e r\

U ti li ty \0

A C -C -V

F .d g n jo n n th u rm a n

/1

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VF-1251

UTILITY DISPOSITION TABLE

U T

IL

IT

Y D

IS

P O

S

IT

IO

N T

A B

L E

NAMECOMPANY NAMECONTACT UTILITY

NAME

ALIGNMENT

STATIONCL DISPOSITION

79901 TX PASO,EL

STREET

ANTONIO SAN WEST501

ELECTRIC PASOEL

915-543-4055

MEDINAANNA

TRANSMISSION

OVERHEAD

AC 23+37.00

OWNER

UTILITY BYRELOCATED

BE TO POLES POWER2

79925 TX PASO,EL

BLVD HAWKINS1154

UTILITIES

WATER PASOEL

915-594-5530

LOPEZFELIPE

LINE WATER2" AC 23+40.61

OWNER

UTILITY BYRELOCATED

BE TO LINEWATER

MAIN FORCE 30" AC 22+95.27

OWNER

UTILITY BYRELOCATED

BE TO MAINFORCE

75204 TXDALLAS,

STREET

JACINTO SAN3910

AT&T

214-821-9846

SR HOWARD,RICKY

NONE - ONLY INFORMATIONFOR

79904 TX PASO,EL

DRIVE RAILROAD8645

GAS NATURAL PASOEL

915-587-3699

FROSTBILL

NONE - - ONLY INFORMATIONFOR

79930 TX PASO,EL

POLLARD4600

SERVICE GASTEXAS

800-700-2443

FERROARNULFO

NONE - - ONLY INFORMATIONFOR

79401 TXLUBBOCK,

NAVE

1502COMMUNICATIONS,

3LEVEL

3LEVEL

216-616-3992

MOLLRUSSELL

NONE - - ONLY INFORMATIONFOR

75019 TXCOPPELL,

500SUITE

DRIVE CANYON750

OFFICE

DESIGN TEXASNORTH

CABLE WARNERTIME

469-464-4756

ROSSERMICHAEL

NONE - - ONLY INFORMATIONFOR

MH

MH

F

WW

WW

EE

EE

S D

S D

S D

S D

P O

S T

EE

S D

S D

BRK

L ST

FL

ST f l15 st

BRK

L W

ALL

ST f l16 st

BRK

L W

ALL

ST f l17 st

BRK

L BR

KL1

ST

BRK

L FL

1 ST

fl18 st

BRK

L BR

KL1

ST

BRK

L ST

FL1

UGE

UG

E1 S T

SDM

H S

D S

T SD

2 S

T SD

1 ST

SD

3 S T

S

MH

MH

F

D ra w n b y

D e s ig n e d b y

R e v ie w e d b y

D a te

S u b m it te d b y

D e s c ri p ti o n

D a te

A c ti o n

S o li c it a ti o n N o

C o n tr a c t

N o

C o n tr N o

R e v number:

reference

Sheet

A

B

C

D

2 3 4 5

F il e n a m e

P lo t d a te

P lo t s c a le

S y m b o l

T ra c k in g N o

A C -G

-B S

X .d g n

T B

P E R

E G N o F -3

(2 )7

-7

D A

L L

A S T

E X

A S

S U

IT

E

N S

T E

M M

O N

S F

W Y

M P

I:

\P ro je c ts

N O

R T

H \2

IN

F \C

V L

W K

S \U

S

IB

W C \A m e r

C a n a l\ -C

A D

D \M ic ro

S ta ti o n \S h e e t\

U p p e r\

U ti li ty \0

A C -C -V

F -1 .d g n jo n n th u rm a n

/1

/2

:1

:1

P

M

U P

P E

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E A

C H

C A

N A

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IN

IN

G

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P L

A C

E M

E N

T O

F A

M E

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IC

C H

J V

E L P

A S

O T

X

A N

D W

A T

E R C

O M

M

IS

S

IO

N

T H

E I

N T

E R

N A

T

IO

N A

L B

O U

N D

A R

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T H

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E D S

T A

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S S

E C

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116766

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OF TEXA

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LICENSED

J u n e

M H

M H

M H

M H

M H

S

S

M H

M H

M H

M H

M H

M H

T E S

TC

P

M H

M H

M H

M H

M H

S

S

M H

M H

M H

M H

M H

M H

37303730

10+00

11+00

12+00

13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00

0+00 1+00 2+00 3+00 4+00 5+00 6+00

7+00

8+0

9+0

+0

0+0

1+0

2+0

M A

T C

H L

IN

E C

L S

T A

M A

T C

H L

IN

E C

L S

T A

NN

100’0 50’

SCALE IN FEET

100’0 50’

SCALE IN FEET

VF-1252

NN

RIVERSIDE

LANDSIDE

RIVERSIDE

LANDSIDE

M A

T C

H L

IN

E C

L S

T A

S T

A

T

O S

T A

U T

IL

IT

Y M

A N

A G

E M

E N

T P

L A

N

CL AMERICAN CANAL

CL AMERICAN CANAL

PLAN

PLAN

STA 0+00 TO STA 10+00

AMERICAN CANAL UPPER REACH

STA 10+00 TO STA 20+00

AMERICAN CANAL UPPER REACH

ELEV 3725.13’

E 372544.99

N 10665641.49

LEVEL A SUE

E 372475.36

N 10666380.90

STA 0+00.00

BEGIN ALIGNMENT

E 372472.09

N 10666314.51

STA 0+66.47

BEGIN CONSTRUCTION

PERSONNEL.

ORDINATION WITH THE COR AND DHS

THESE DEVICES FROM DAMAGE IN CO-

DEVICES. CONTRACTOR SHALL PROTECT

DHS CAMERAS, SENSORS AND OTHER

6. OVERHEAD SYMBOLOGY (OH) INCLUDES

MADE AT TICK MARK.

5. LEVEL B SUBSURFACE OBSERVATION

ASSOCIATES, INC IN FEBRUARY, 2012.

PERFORMED BY COBB, FENDLER &

SUBSURFACE UTILITY ENGINEERING WORK

4. UTILITY FEATURES SHOWN ARE BASED ON

OWNERSHIP.

3. REFER TO SHEET VF-1251 FOR UTILITY

NOTES.

2. REFER TO SHEET GC-1101 FOR GENERAL

ABBREVIATIONS AND LEGEND.

1. REFER TO SHEET GI-1004 FOR

NOTES:

CL ACCESS RAMP

COORDINATE WITH COR FOR REMOVAL OF

GAGING EQUIPMENT. AFTER EQUIPMENT IS

REMOVED, CONTRACTOR SHALL REMOVE

GAGING HUT FOR REHABILITATION AND

REINSTALLATION.

EXIST POWER POLE

TO BE REMOVED

w n b y

D e s ig n e d b y

R e v ie w e d b y

D a te

S u b m it te d b y

D e s c ri p ti o n

D a te

A c ti o n

S o li c it a ti o n N o

C o n tr a c t

N o

C o n tr N o

R e v number:

reference

Sheet

A

B

C

D

2 3 4 5

F il e n a m e

P lo t d a te

P lo t s c a le

S y m b o l

T ra c k in g N o

A C -G

-B S

X .d g n

M P

I:

\P ro je c ts

N O

R T

H \2

IN

F \C

V L

W K

S \U

S

IB

W C \A m e r

C a n a l\ -C

A D

D \M ic ro

S ta ti o n \S h e e t\

U p p e r\

G e o te c h n ic a l\

A C -B

L -1

.d g n jo n n th u rm a n

/1

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:1

:1

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C A

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F A

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N A

L B

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LONGJIE HONG

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IN

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LICENSED

J u n e

T P

E

D

WW

WW

EE

EE

C

T V

C

T V

CC

S D

S D

C P B

C P

B CC

T

P E

D

T E S

T

C P

S D

S D

P

O

S

T

EE

T P E

D

EE

WW

S D

S D

3720 3720

3775 3780

S A N T A

FE

5.7

UNION

PACIFIC

0 200’

SCALE IN FEET

NOTES:

CIUDAD JUAREZ,

CHIHUAHUA MEXICO

EL PASO, TEXAS

UNITED STATES OF AMERICA

NN

BL-1301

UPPER REACH

AMERICAN CANAL LINING

END REPLACEMENT OF

LIMIT OF WORK

N 10664317.882

STA 23+35.15

BEGIN REPLACEMENT OF

LIMIT OF WORK

E 372472.090

STA 0+66.47

N 10666314.511

AMERICAN CANAL LINING

UPPER REACH

E 373327.737

1. SEE SHEET GI-1004 FOR ABBREVIATIONS AND LEGEND.

2. SEE SHEET GC- 1101 FOR GENERAL NOTES.

REPORT GENERATED BY RABA KISTNER, INC.

3. SUBSURFACE INVESTIGATION PERFORMED AND DATA

AB-01

AB-03AB-02

MEXICO

NEW MEXICO

N S

T E

M M

O N

S F

W Y

S U

IT

E

D A

L L

A S T

E X

A S

(2 )7

-7

T B

P E R

E G N o F -3

A N

D D

A T

A

S O

IL

B

O R

IN

G L

O C

A T

IO

PLAN

BORING LOCATIONS

400’

NO.BORING STATION OFFSET ELEVATION

SURFACE

NORTHING EASTING

AB-01 2+84.25 3732.19 10666095.02 372501.44

AB-02 8+07.29 3727.43 10665558.81 372411.96

AB-03 13+08.20 3730.28 10665144.78 372721.30

40.10’ LT

75.21’ RT

40.31’ LT

APPROXIMATE BORDER U.S.A

RIO GRANDE

W

PAISANO

DR CL AMERICAN CANAL

PB-4

PB-3

PB-2

PB-1

3+75.36 3723.76 10666014.91 372275.83

9+74.07 3725.27 10665359.57 372392.77

16+58.02 3723.32 10664796.96 372842.46

PB-1

PB-2

PB-3

22+17.23 3722.60 10664357.59 373188.42PB-4

THE AMERICAN CANAL PROJECT.

INVESTIGATION. "AB" BORINGS DRILLED AS PART OF

4. "PB" BORINGS DRILLED AS PART OF THE PAISANO LEVEE

181.30’ R

155.68’ R

80.60’ R

84.14’ R w n b y

D e s ig n e d b y

R e v ie w e d b y

D a te

S u b m it te d b y

D e s c ri p ti o n

D a te

A c ti o n

S o li c it a ti o n N o

C o n tr a c t

N o

C o n tr N o

R e v number:

reference

Sheet

A

B

C

D

2 3 4 5

F il e n a m e

P lo t d a te

P lo t s c a le

S y m b o l

T ra c k in g N o

A C -G

-B S

X .d g n

T B

P E R

E G N o F -3

(2 )7

-7

D A

L L

A S T

E X

A S

S U

IT

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N S

T E

M M

O N

S F

W Y

I:

\P ro je c ts

N O

R T

H \2

IN

F \C

V L

W K

S \U

S

IB

W C \A m e r

C a n a l\ -C

A D

D \M ic ro

S ta ti o n \S h e e t\

U p p e r\

G e o te c h n ic a l\

A C -B

L -1

.d g n jo n n th u rm a n

/1

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P

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C H

C A

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A C

E M

E N

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F A

M E

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IC

P

A S

O T

X

A N

D W

A T

E R C

O M

M

IS

S

IO

N

T H

E I

N T

E R

N A

T

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N A

L B

O U

N D

A R

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T H

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FILL

SILTY SAND (SM)

CLAYEY GRAVEL (GC)

AGGREGATE BASE COURSE

POORLY GRADED GRAVEL (GP)

POORLY GRADED GRAVEL with SAND (GP)

POORLY GRADED GRAVEL with SILT (GP-GM)

POORLY GRADED SAND (SP)

POORLY GRADED SAND with CLAY (SP-SC)

POORLY GRADED SAND with SILT (SP-SM)

SANDY LEAN CLAY (CL)

SILTY, CLAYEY SAND (SC-SM)

WELL-GRADED GRAVEL (GW)

WELL-GRADED GRAVEL with SILT (GW-GM)

WELL-GRADED SAND with SILT (SW-SM)

BL-1302

ASPHALT

BASE COURSE

CLAYEY SAND (SC)

CONCRETE

FAT CLAY (CH)

MUDSTONE

LEAN CLAY (CL)

LIMESTONE SILTY GRAVEL (GM)

SANDY SILT (ML)

SILTY CLAY (CL-ML)

SANDSTONE

SHALE

SILT (ML)

KEY TO TERMS AND SYMBOLS

REPORT GENERATED BY RABA KISTNER, INC.

1. SUBSURFACE INVESTIGATION PERFORMED AND DATA

NOTES

K E

Y T

O T

E R

M S A

N D S

Y M

B O

L S

S O

IL

B

O R

IN

G S

WELL-GRADED SAND (SW)

BL-1351

GENERATED BY RABA KISTNER, INC.

PERFORMED AND DATA REPORT

1. SUBSURFACE INVESTIGATION

NOTES:

A B -0

A

N D A

B -0

S O

IL

B

O R

IN

G S

D ra w n b y

D e s ig n e d b y

R e v ie w e d b y

D a te

S u b m it te d b y

D e s c ri p ti o n

D a te

A c ti o n

S o li c it a ti o n N o

C o n tr a c t

N o

C o n tr N o

R e v number:

reference

Sheet

A

B

C

D

2 3 4 5

F il e n a m e

P lo t d a te

P lo t s c a le

S y m b o l

T ra c k in g N o

A C -G

-B S

X .d g n

T B

P E R

E G N o F -3

(2 )7

-7

D A

L L

A S T

E X

A S

S U

IT

E

N S

T E

M M

O N

S F

W Y

I:

\P ro je c ts

N O

R T

H \2

IN

F \C

V L

W K

S \U

S

IB

W C \A m e r

C a n a l\ -C

A D

D \M ic ro

S ta ti o n \S h e e t\

U p p e r\

G e o te c h n ic a l\

A C -B

L -1

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BL-1352

B -0

S O

IL

B

O R

IN

G S

GENERATED BY RABA KISTNER, INC.

PERFORMED AND DATA REPORT

1. SUBSURFACE INVESTIGATION

NOTES:

D ra w n b y

D e s ig n e d b y

R e v ie w e d b y

D a te

S u b m it te d b y

D e s c ri p ti o n

D a te

A c ti o n

S o li c it a ti o n N o

C o n tr a c t

N o

C o n tr N o

R e v number:

reference

Sheet

A

B

C

D

2 3 4 5

F il e n a m e

P lo t d a te

P lo t s c a le

S y m b o l

T ra c k in g N o

A C -G

-B S

X .d g n

T B

P E R

E G N o F -3

(2 )7

-7

D A

L L

A S T

E X

A S

S U

IT

E

N S

T E

M M

O N

S F

W Y

I:

\P ro je c ts

N O

R T

H \2

IN

F \C

V L

W K

S \U

S

IB

W C \A m e r

C a n a l\ -C

A D

D \M ic ro

S ta ti o n \S h e e t\

U p p e r\

G e o te c h n ic a l\

A C -B

L -1

.d g n jo n n th u rm a n

/1

/2

:1

:3

P

M

U P

P E

R R

E A

C H

C A

N A

L L

IN

IN

G

R E

P L

A C

E M

E N

T O

F A

M E

R

IC

P

A S

O T

X

A N

D W

A T

E R C

O M

M

IS

S

IO

N

T H

E I

N T

E R

N A

T

IO

N A

L B

O U

N D

A R

Y

T H

E U

N

IT

E D S

T A

T E

S S

E C

T

IO

N O

F J

H

J V

R C

J T

/1

/2

112488

LONGJIE HONG

S T

ATE

OF TEXA

S

P R

O F

E S

SIONAL EN

G

IN

E E

R

LICENSED

J u n e

PERFORMED AND DATA REPORT

1. SUBSURFACE INVESTIGATION

NOTES:

BL-1353

P B -1 A

N D P

B -2

S O

IL

B

O R

IN

G S

D ra w n b y

D e s ig n e d b y

R e v ie w e d b y

D a te

S u b m it te d b y

D e s c ri p ti o n

D a te

A c ti o n

S o li c it a ti o n N o

C o n tr a c t

N o

C o n tr N o

R e v number:

reference

Sheet

A

B

C

D

2 3 4 5

F il e n a m e

P lo t d a te

P lo t s c a le

S y m b o l

T ra c k in g N o

A C -G

-B S

X .d g n

T B

P E R

E G N o F -3

(2 )7

-7

D A

L L

A S T

E X

A S

S U

IT

E

N S

T E

M M

O N

S F

W Y

I:

\P ro je c ts

N O

R T

H \2

IN

F \C

V L

W K

S \U

S

IB

W C \A m e r

C a n a l\ -C

A D

D \M ic ro

S ta ti o n \S h e e t\

U p p e r\

G e o te c h n ic a l\

A C -B

L -1

.d g n jo n n th u rm a n

/1

/2

:1

:3

P

M

U P

P E

R R

E A

C H

C A

N A

L L

IN

IN

G

R E

P L

A C

E M

E N

T O

F A

M E

R

IC

P

A S

O T

X

A N

D W

A T

E R C

O M

M

IS

S

IO

N

T H

E I

N T

E R

N A

T

IO

N A

L B

O U

N D

A R

Y

T H

E U

N

IT

E D S

T A

T E

S S

E C

T

IO

N O

F J

H

J V

R C

J T

/1

/2

112488

LONGJIE HONG

S T

ATE

OF TEXA

S

P R

O F

E S

SIONAL EN

G

IN

E E

R

LICENSED

J u n e

SILTY SAND (SM)

medium dense to very loose, brown to light brown, moist to very moist

- with trace of wood & clay nodules from 6 to

6-1/2 feet

SANDY SILT (ML)

loose, light brown, moist to wet

SILTY SAND (SM)

loose, light brown, wet

POORLY GRADED SAND (SP)

medium dense to very dense, gray, coarse, wet, with some gravel

- interbedded clay lenses from 20 to 21 feet

- trace gravel at 20 feet

Boring Terminated

NP

NP

NP

NP

NP

NP

NOTES:

1. Free water was observed during drilling operations at a depth of about 7 feet.

2. Mud rotary methods used after a depth of about 10 feet.

3. Backfilled with cement bentonite grout.

4. Ground surface elevations and updated boring coordinates were provided to us on

Friday, January 14, 2011 by URS

Corporation.

50/

6"

50/

7"

50/

7"

50/

10"

LOG OF BORING NO. PB- 1

P L

A S

T

IC

IT

Y

IN

D

E X

SURFACE ELEVATION: 3723.764 ft

U

IT

Y

W

IE

G H

T p c f

Hollow Stem Auger and Mud Rotary

DRILLING

METHOD: LOCATION:

PLASTIC

LIMIT

LIQUID

LIMIT

WATER

CONTENT

B L

O W

F

10 20 30 40 50 60 70 80

DESCRIPTION OF MATERIAL

N 10666014.91000; E 372275.83100

0.5 1.0 1.5 2.0 2.5 3.0 3.5 4.0

SHEAR STRENGTH, TONS/FT2

N O

T E

T H

E

H

O U

B

U

P A

R A

T E

Y

M

O J E

P O

R T

DEPTH DRILLED:

DATE DRILLED:

DEPTH TO WATER:

DATE MEASURED:

S Y

M B

O L

S A

M P

L E

S

Paisano Reach - Phase II

El Paso, Texas

Prime Contract No. IBM09D0008 - Task Order No. IBM10TO41

7 ft

11/18/2010

D E

P T

H

F T

50.0 ft

11/18/2010

PROJ. No.:

FIGURE:

AEA10-050-00

A-2

TBPE Firm Registration No. F-3257

SILTY SAND (SM)

medium dense to very loose to loose, light brown, slightly moist to wet

- dark gray coloration from 3-1/2 to 7-1/2 feet

LEAN CLAY with SAND (CL) soft to very soft, brown, wet with interbedded seams of dark gray poorly graded sands

POORLY GRADED SAND (SP)

medium dense to very dense to dense, gray, wet

- with some fine gravel at 20 feet

- fine sand at 25 feet

- coarse sand at 35 feet

Boring Terminated

NP

NP

NP

NP

NOTES:

1. Free water was observed during drilling operations at a depth of about 7 feet.

2. Mud rotary methods used after a depth of about 10 feet.

3. Backfilled with cement bentonite grout.

4. Ground surface elevations and updated boring coordinates were provided to us on

Friday, January 14, 2011 by URS

Corporation.

50/

11"

50/

7"

LOG OF BORING NO. PB- 2

P L

A S

T

IC

IT

Y

IN

D

E X

SURFACE ELEVATION: 3725.27 ft

U

Y

W

IE

G H

T p c f

Hollow Stem Auger and Mud Rotary

DRILLING

METHOD: LOCATION:

PLASTIC

LIMIT

LIQUID

LIMIT

WATER

CONTENT

B L

O

10 20 30 40 50 60 70 80

DESCRIPTION OF MATERIAL

N 10665359.57000; E 372392.76700

0.5 1.0 1.5 2.0 2.5 3.0 3.5 4.0

SHEAR STRENGTH, TONS/FT2

N O

T E

T H

E

O U

P A

R A

T E

O J E

P O

R T

DEPTH DRILLED:

DATE DRILLED:

DEPTH TO WATER:

DATE MEASURED:

S Y

M B

O L

S A

M P

L E

S

Paisano Reach - Phase II

El Paso, Texas

Prime Contract No. IBM09D0008 - Task Order No. IBM10TO41

7 ft

11/17/2010

D E

P T

H

F T

50.0 ft

11/17/2010

PROJ. No.:

FIGURE:

AEA10-050-00

A-3

TBPE Firm Registration No. F-3257

PERFORMED AND DATA REPORT

1. SUBSURFACE INVESTIGATION

NOTES:

BL-1354

P B -3 A

N D P

B -4

S O

IL

B

O R

IN

G S

D ra w n b y

D e s ig n e d b y

R e v ie w e d b y

D a te

S u b m it te d b y

D e s c ri p ti o n

D a te

A c ti o n

S o li c it a ti o n N o

C o n tr a c t

N o

C o n tr N o

R e v number:

reference

Sheet

A

B

C

D

2 3 4 5

F il e n a m e

P lo t d a te

P lo t s c a le

S y m b o l

T ra c k in g N o

A C -G

-B S

X .d g n

T B

P E R

E G N o F -3

(2 )7

-7

D A

L L

A S T

E X

A S

S U

IT

E

N S

T E

M M

O N

S F

W Y

I:

\P ro je c ts

N O

R T

H \2

IN

F \C

V L

W K

S \U

S

IB

W C \A m e r

C a n a l\ -C

A D

D \M ic ro

S ta ti o n \S h e e t\

U p p e r\

G e o te c h n ic a l\

A C -B

L -1

.d g n jo n n th u rm a n

/1

/2

:1

:4

P

M

U P

P E

R R

E A

C H

C A

N A

L L

IN

IN

G

R E

P L

A C

E M

E N

T O

F A

M E

R

IC

P

A S

O T

X

A N

D W

A T

E R C

O M

M

IS

S

IO

N

T H

E I

N T

E R

N A

T

IO

N A

L B

O U

N D

A R

Y

T H

E U

N

IT

E D S

T A

T E

S S

E C

T

IO

N O

F J

H

J V

R C

J T

/1

/2

112488

LONGJIE HONG

S T

ATE

OF TEXA

S

P R

O F

E S

SIONAL EN

G

IN

E E

R

LICENSED

J u n e

SILTY SAND (SM)

loose, light brown, dry to slighty moist

SANDY SILT (ML)

loose, light brown, moist

- with some black coloration from 3 to 5 feet

SILTY SAND (SM)

very loose to medium dense, dark gray, moist to wet, with some interbedded coarse poorly graded sands

POORLY GRADED SAND with SILT (SP-SM) loose to dense, gray, wet

- with organic material (roots) from 28 to 30 feet

POORLY GRADED SAND (SP)

very dense, dark gray, wet

Boring Terminated

NP

NP

NP

NP

NP

NP

NOTES:

1. Free water was observed during drilling operations at a depth of about 7 feet.

2. Mud rotary methods used after a depth of about 10 feet.

3. Backfilled with cement bentonite grout.

4. Ground surface elevations and updated boring coordinates were provided to us on

Friday, January 14, 2011 by URS

Corporation.

50/

11"

50/

9"

50/

7"

LOG OF BORING NO. PB- 4

P L

A S

T

IC

IT

Y

IN

D

E X

SURFACE ELEVATION: 3722.596 ft

U

Y

W

IE

G H

T p c f

Hollow Stem Auger and Mud Rotary

DRILLING

METHOD: LOCATION:

PLASTIC

LIMIT

LIQUID

LIMIT

WATER

CONTENT

B L

O

10 20 30 40 50 60 70 80

DESCRIPTION OF MATERIAL

N 10664357.59000; E 373188.42300

0.5 1.0 1.5 2.0 2.5 3.0 3.5 4.0

SHEAR STRENGTH, TONS/FT2

N O

T E

T H

E

O U

P A

R A

T E

O J E

P O

R T

DEPTH DRILLED:

DATE DRILLED:

DEPTH TO WATER:

DATE MEASURED:

S Y

M B

O L

S A

M P

L E

S

Paisano Reach - Phase II

El Paso, Texas

Prime Contract No. IBM09D0008 - Task Order No. IBM10TO41

7 ft

11/18/2010

D E

P T

H

F T

50.0 ft

11/18/2010

PROJ. No.:

FIGURE:

AEA10-050-00

A-5

TBPE Firm Registration No. F-3257

SANDY SILTY CLAY (CL-ML)

firm, brown, moist

SILTY CLAYEY SAND (SC-SM)

loose, brown, very moist

SILTY SAND (SM)

very loose to medium dense, dark gray, moist to wet

- loose at 10 feet

POORLY GRADED SAND (SP)

loose to dense, dark gray to brown, wet

- with silt and trace fine gravel from 31 to 34 feet

- trace gravel from 40 to 50 feet

Boring Terminated

NP

NP

NP

NP

NOTES:

1. Free water was observed during drilling operations at a depth of about 7 feet.

2. Mud rotary methods used after a depth of about 10 feet.

3. Backfilled with cement bentonite grout.

4. Ground surface elevations and updated boring coordinates were provided to us on

Friday, January 14, 2011 by URS

Corporation.

LOG OF BORING NO. PB- 3

P L

A S

T

IC

IT

Y

IN

D

E X

SURFACE ELEVATION: 3723.321 ft

U

Y

W

IE

G H

T p c f

Hollow Stem Auger and Mud Rotary

DRILLING

METHOD: LOCATION:

PLASTIC

LIMIT

LIQUID

LIMIT

WATER

CONTENT

B L

O

10 20 30 40 50 60 70 80

DESCRIPTION OF MATERIAL

N 10664796.96000; E 372842.46300

0.5 1.0 1.5 2.0 2.5 3.0 3.5 4.0

SHEAR STRENGTH, TONS/FT2

N O

T E

T H

E

O U

P A

R A

T E

O J E

P O

R T

DEPTH DRILLED:

DATE DRILLED:

DEPTH TO WATER:

DATE MEASURED:

S Y

M B

O L

S A

M P

L E

S

Paisano Reach - Phase II

El Paso, Texas

Prime Contract No. IBM09D0008 - Task Order No. IBM10TO41

7 ft

11/17/2010

D E

P T

H

F T

50.0 ft

11/17/2010

PROJ. No.:

FIGURE:

AEA10-050-00

A-4

TBPE Firm Registration No. F-3257

MH

MH

F

WW

WW

EE

EE

S D

S D

S D

S D

P O

S T

EE

S D

S D

BRK

L ST

FL

ST f l15 st

BRK

L W

ALL

ST f l16 st

BRK

L W

ALL

ST f l17 st

BRK

L BR

KL1

ST

BRK

L FL

1 ST

fl18 st

BRK

L BR

KL1

ST

BRK

L ST

FL1

UGE

UG

E1 S T

SDM

H S

D S

T SD

2 S

T SD

1 ST

SD

3 S T

S

MH

MH

F

D ra w n b y

D e s ig n e d b y

R e v ie w e d b y

D a te

S u b m it te d b y

D e s c ri p ti o n

D a te

A c ti o n

S o li c it a ti o n N o

C o n tr a c t

N o

C o n tr N o

R e v number:

reference

Sheet

A

B

C

D

2 3 4 5

F il e n a m e

P lo t d a te

P lo t s c a le

S y m b o l

T ra c k in g N o

A C -G

-B S

X .d g n

T B

P E R

E G N o F -3

(2 )7

-7

D A

L L

A S T

E X

A S

S U

IT

E

N S

T E

M M

O N

S F

W Y

M P

I:

\P ro je c ts

N O

R T

H \2

IN

F \C

V L

W K

S \U

S

IB

W C \A m e r

C a n a l\ -C

A D

D \M ic ro

S ta ti o n \S h e e t\

U p p e r\

C iv il \0

A C -C

D -1

-1 .d g n jo n n th u rm a n

/1

/2

:1

:4

P

M

U P

P E

R R

E A

C H

C A

N A

L L

IN

IN

G

R E

P L

A C

E M

E N

T O

F A

M E

R

IC

C H

J V

E L P

A S

O T

X

A N

D W

A T

E R C

O M

M

IS

S

IO

N

T H

E I

N T

E R

N A

T

IO

N A

L B

O U

N D

A R

Y

T H

E U

N

IT

E D S

T A

T E

S S

E C

T

IO

N O

F

/1

/2

J Q

C H

J V

112488

LONGJIE HONG

S T

ATE

OF TEXA

S

P R

O F

E S

SIONAL EN

G

IN

E E

R

LICENSED

JUAN VARGAS

116766

S T

ATE

OF TEXA

S

P R

O F

E S

SIONAL EN

G

IN

E E

R

LICENSED

J u n e

M H

M H

M H

M H

M H

S

S

M H

M H

M H

M H

M H

M H

T E S

TC

P

M H

M H

M H

M H

M H

S

S

M H

M H

M H

M H

M H

M H

37303730

10+00

11+00

12+00

13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00

P O

T

.0

0+00 1+00 2+00 3+00 4+00

P C

.0

5+00 6+00

7+00

8+0

9+0

+0

P O

T

.0

0+00 1+00 2+00 3+00 4+00

P C

.0

5+00 6+00

7+00

8+0

9+0

+0

M A

T C

H L

IN

E C

L S

T A

M A

T C

H L

IN

E C

L S

T A

PLAN

NN

100’0 50’

SCALE IN FEET

100’0 50’

SCALE IN FEET

CD-1401AMERICAN CANAL UPPER REACH

STA 10+00 TO STA 20+00

PLAN

AMERICAN CANAL UPPER REACH

STA 0+00 TO STA 10+00

NN

STA 0+00.00

BEGIN ALIGNMENT

S T

A

T

O S

T A

D E

M O

L

IT

IO

N P

L A

N

CL AMERICAN CANAL

M A

T C

H L

IN

E C

L S

T A

CL AMERICAN CANAL

PUMP HOUSE

REMOVE EXIST

CANAL LINING

REMOVE CONCRETE

CANAL LINING

REMOVE CONCRETE

REMOVE EXIST 10" PIPE

REMOVED

TO BE CUT AND

EXIST 28" PIPE

AS NECESSARY

RELOCATE OVERHEAD ELECTRIC LINES

NOTES.

2. REFER TO SHEET GC-1101 FOR GENERAL

ABBREVIATIONS AND LEGEND.

1. REFER TO SHEET GI-1004 FOR

NOTES:

SAW CUT AT LINING

STA 0+66.47

BEGIN CONSTRUCTION

REMOVE PEDESTRIAN BRIDGE

REMOVED

COORDINATE WITH COR FOR REMOVAL OF

GAGING EQUIPMENT. AFTER EQUIPMENT IS

REMOVED, CONTRACTOR SHALL REMOVE

GAGING HUT FOR REHABILITATION AND

REINSTALLATION.

EXIST POWER POLE

TO BE REMOVED

abenham tx8-6-14

WW

WW

EE

EE

S D

S D

S D

S D

P O

S

TEE

S D

S D

S

MH

MH

MH

MH

F

3730 37

D ra w n b y

D e s ig n e d b y

R e v ie w e d b y

D a te

S u b m it te d b y

D e s c ri p ti o n

D a te

A c ti o n

S o li c it a ti o n N o

C o n tr a c t

N o

C o n tr N o

R e v number:

reference

Sheet

A

B

C

D

2 3 4 5

F il e n a m e

P lo t d a te

P lo t s c a le

S y m b o l

T ra c k in g N o

A C -G

-B S

X .d g n

T B

P E R

E G N o F -3

(2 )7

-7

D A

L L

A S T

E X

A S

S U

IT

E

N S

T E

M M

O N

S F

W Y

M P

I:

\P ro je c ts

N O

R T

H \2

IN

F \C

V L

W K

S \U

S

IB

W C \A m e r

C a n a l\ -C

A D

D \M ic ro

S ta ti o n \S h e e t\

U p p e r\

C iv il \0

A C -C

S -1

-1 .d g n jo n n th u rm a n

/1

/2

:1

:5

P

M

U P

P E

R R

E A

C H

C A

N A

L L

IN

IN

G

R E

P L

A C

E M

E N

T O

F A

M E

R

IC

C H

J V

E L P

A S

O T

X

A N

D W

A T

E R C

O M

M

IS

S

IO

N

T H

E I

N T

E R

N A

T

IO

N A

L B

O U

N D

A R

Y

T H

E U

N

IT

E D S

T A

T E

S S

E C

T

IO

N O

F

/1

/2

J Q

C H

J V

JUAN VARGAS

116766

S T

ATE

OF TEXA

S

P R

O F

E S

SIONAL EN

G

IN

E E

R

LICENSED

J u n e

P O

T

.0

0+00 1+00 2+00 3+00 4+00

P C

.0

5+00 6+00

7+00

8+0

9+

+0

P O

T

.0

0+00 1+00 2+00 3+00 4+00

P C

.0

5+00 6+00

7+00

8+0

9+

+0

470.09’

S 2” 49’ 02" W

0+0

1+0

2+0

P O

T

.4

.46

P O

T

.0

100’0 50’

SCALE IN FEET

N

RIVERSIDE

M A

T C

H L

IN

E C

L S

T A

CS-1452

CURVE AC-1

UPPER REACH

AMERICAN CANAL LINING

BEGIN REPLACEMENT OF

LIMIT OF WORK

E = 372472.090

N = 10666314.511

STA 0+66.47

CL AC

AMERICAN CANAL UPPER REACH

BEGIN CONSTRUCTION

KEY MAP

CANAL ALIGNMENT.

TO CLOSELY MATCH THE EXISTING

4. THE PROPOSED ALIGNMENT WAS DESIGNED

VERTICAL CONTROL.

3. SEE SHEET CS-1451 FOR HORIZONTAL AND

2. SEE SHEET GC-1101 FOR GENERAL NOTES.

LEGEND.

1. SEE SHEET GI-1004 FOR ABBREVIATIONS AND

NOTES:

NUMBER

CURVE/POINT

POINT STATION RADIUS

LENGTH

TANGENT

ANGLECENTRAL

TOTAL

LENGTH

CURVE

NORTHING EASTING

AC-1

PC 4+70.09 10,665,911.377 372,452.251

PI 7+56.13 1,150.00 286.04 °56’07"27 560.70 10,665,625.685 372,438.192

PT 10+30.79 10,665,366.697 372,559.611

CL AMERICAN CANAL

S T

A

T

O

P R

O J E

C T A

L

IG

N M

E N

T

E = 372475.357

N = 10666380.901

STA 0+00.00

CL AC

AMERICAN CANAL UPPER REACH

BEGIN ALIGNMENT

LANDSIDE

AMERICAN CANAL UPPER REACH

STA 0+00 TO STA 10+00

PLAN

CL ACCESS RAMP

E = 372413.99

N = 10665779.32

OFF 39.28’ RT

= CL AC STA 5+99.72

STA 0+00

BEGIN CL ACCESS RAMP

E = 372469.18

N = 10665580.37

OFF 14.50’ RT

=CL AC STA 8+00.28

STA 2+06.46

END CL ACCESS RAMP

M H

M H

M H

M H

S

S

M H

M H

M H

M H

M H

M H

T E S

TC

P

M H

M H

M H

M H

M H

S

S

M H

M H

M H

M H

M H

M H

37303730

D ra w n b y

D e s ig n e d b y

R e v ie w e d b y

D a te

S u b m it te d b y

D e s c ri p ti o n

D a te

A c ti o n

S o li c it a ti o n N o

C o n tr a c t

N o

C o n tr N o

R e v number:

reference

Sheet

A

B

C

D

2 3 4 5

F il e n a m e

P lo t d a te

P lo t s c a le

S y m b o l

T ra c k in g N o

A C -G

-B S

X .d g n

T B

P E R

E G N o F -3

(2 )7

-7

D A

L L

A S T

E X

A S

S U

IT

E

N S

T E

M M

O N

S F

W Y

M P

I:

\P ro je c ts

N O

R T

H \2

IN

F \C

V L

W K

S \U

S

IB

W C \A m e r

C a n a l\ -C

A D

D \M ic ro

S ta ti o n \S h e e t\

U p p e r\

C iv il \0

A C -C

S -1

.d g n jo n n th u rm a n

/1

/2

:1

:5

P

M

U P

P E

R R

E A

C H

C A

N A

L L

IN

IN

G

R E

P L

A C

E M

E N

T O

F A

M E

R

IC

C H

J V

E L P

A S

O T

X

A N

D W

A T

E R C

O M

M

IS

S

IO

N

T H

E I

N T

E R

N A

T

IO

N A

L B

O U

N D

A R

Y

T H

E U

N

IT

E D S

T A

T E

S S

E C

T

IO

N O

F

/1

/2

J Q

C H

J V

JUAN VARGAS

116766

S T

ATE

OF TEXA

S

P R

O F

E S

SIONAL EN

G

IN

E E

R

LICENSED

J u n e

10+00

P T

.7

11+00

P C

.5

12+00

13+00 P

T

.4

14+00 15+00 16+00 17+00 18+00 19+00 20+00

135.71’

1,074.66’

S 38” 34’ 48" E

S 25” 07’ 05" E

100’0 50’

SCALE IN FEET

RIVERSIDE

PLAN

M A

T C

H L

IN

E C

L S

T A

CS-1453

STA 10+00 TO STA 20+00

M A

T C

H L

IN

E B

L S

T A

N

AMERICAN CANAL UPPER REACH

CURVE AC-1

CURVE AC-2

KEY MAP

CANAL ALIGNMENT.

TO CLOSELY MATCH THE EXISTING

4. THE PROPOSED ALIGNMENT WAS DESIGNED

VERTICAL CONTROL.

3. SEE SHEET CS-1451 FOR HORIZONTAL AND

2. SEE SHEET GC-1101 FOR GENERAL NOTES.

LEGEND.

1. SEE SHEET GI-1004 FOR ABBREVIATIONS AND

NOTES:

NUMBER

CURVE/POINT

POINT STATION RADIUS

LENGTH

TANGENT

ANGLECENTRAL

TOTAL

LENGTH

CURVE

NORTHING EASTING

AC-2

PC 11+66.50 10,665,243.820 372,617.218

PI 12+60.92 800.00 94.42 °27’43"13 187.96 10,665,158.331 372,657.296

PT 13+54.46 10,665,084.522 372,716.175

CL AMERICAN CANAL

S T

A

T

O

P R

O J E

C T A

L

IG

N M

E N

T

645.54’

LANDSIDE

M H

M H

S

M H

M H

T P

E D

C T

V C T

V

CC

C P

B C P

B

CC

T P

E D

T P

E D

EE

S

S

M H

M H

S

M H

M H

D ra w n b y

D e s ig n e d b y

R e v ie w e d b y

D a te

S u b m it te d b y

D e s c ri p ti o n

D a te

A c ti o n

S o li c it a ti o n N o

C o n tr a c t

N o

C o n tr N o

R e v number:

reference

Sheet

A

B

C

D

2 3 4 5

F il e n a m e

P lo t d a te

P lo t s c a le

S y m b o l

T ra c k in g N o

A C -G

-B S

X .d g n

T B

P E R

E G N o F -3

(2 )7

-7

D A

L L

A S T

E X

A S

S U

IT

E

N S

T E

M M

O N

S F

W Y

M P

I:

\P ro je c ts

N O

R T

H \2

IN

F \C

V L

W K

S \U

S

IB

W C \A m e r

C a n a l\ -C

A D

D \M ic ro

S ta ti o n \S h e e t\

U p p e r\

C iv il \0

A C -C

S -1

.d g n jo n n th u rm a n

/1

/2

:1

:0

P

M

U P

P E

R R

E A

C H

C A

N A

L L

IN

IN

G

R E

P L

A C

E M

E N

T O

F A

M E

R

IC

C H

J V

E L P

A S

O T

X

A N

D W

A T

E R C

O M

M

IS

S

IO

N

T H

E I

N T

E R

N A

T

IO

N A

L B

O U

N D

A R

Y

T H

E U

N

IT

E D S

T A

T E

S S

E C

T

IO

N O

F

/1

/2

J Q

C H

J V

JUAN VARGAS

116766

S T

ATE

OF TEXA

S

P R

O F

E S

SIONAL EN

G

IN

E E

R

LICENSED

J u n e

20+00

21+00

22+00

23+00

24+00

1,074.6 6’

S 38” 34’ 48 " E

M A

T C

H L

IN

E C

L S

T A

100’0 50’

SCALE IN FEET

RIVERSIDE

PLAN

CS-1454

24+00

STA 20+00 TO STA 24+00.00

N

AMERICAN CANAL UPPER REACH

KEY MAP

CANAL ALIGNMENT.

TO CLOSELY MATCH THE EXISTING

4. THE PROPOSED ALIGNMENT WAS DESIGNED

VERTICAL CONTROL.

3. SEE SHEET CS-1451 FOR HORIZONTAL AND

2. SEE SHEET GC-1101 FOR GENERAL NOTES.

LEGEND.

1. SEE SHEET GI-1004 FOR ABBREVIATIONS AND

NOTES:

P O

T

.0

0 CL AMERICAN CANAL

S T

A

T

O

.0

P R

O J E

C T A

L

IG

N M

E N

T

400.00

E = 373368.178

N = 10664267.186

STA 24+00.00

CL AC

AME…