Drawings_20190903_HS.pdf

LEGEND

Match line

SYMBOL LEGEND

ABBREVIATIONS

SS SS Storm sewer line

Gas line

Wood fence

Match line STA : XX+XX See sheet - XX

W

S S

MHT

GM

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

MH

Construction joint

Restoration limit

Gas line

Existing major contours

G

Rockwall

Vehicular gate

New concrete wall

WV

GV

ICV

L/P

P/P

FP

WM

TP

EM

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.

BP

C

CMP

Conc.

Cont.

CP

Dia

DWG.

E

EGL

EL

ELEC

EM

EOP

Exist.

Ft

FP

G.I.P.

GM

GV

H / Horiz.

H.P.

ICV

I.D.

IRR

JBE

L

L/P

LS

Max.

MH

MHT

NO.

O.C.

OH

PC

PG

PI

PT

PVC

PVI

P/P

RCP

RD.

R.O.W.

RS

STA

TOC

TOLE

TP

T.O.W

U.S.

V / VERT.

W

W/

WM

WSE

WV

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)

ID

DWG#

ID

DWG#

TITLE

SUBTITLE

DWG#

ID

Existing ground

Preformed expansion joint material

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 construction joint

C.J. Construction joint

I B

W C

B

W c t b

A N

S I f u l l b l e e d

D x

I n c h e s

D W

G

T o

P

D F p c

3 4 5

2 3 4

United States Section

SOLICITATION/RFP NUMBER

.1 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

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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

A ut oC A

D V er si on

IN

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COMM

ISSIO

N

C O

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N

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D at e an d Ti m e

P lo tte d

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S av ed

8/

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M G

A

B B

R E

V I A

T I O

N S

L E

G E

N

A

S

Y M

B O

L S d w g

IBWC Border V20170817

S he et S et N am e

R I O

G

R A

N D

E

C

A N

A L I Z

A T

I O

N

P

R O

J E

C T

DESIGNED BY

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

R

IO

G R

A N

D E

C A

N A

LI

ZA

TI

O

N P

R O

JE

C

T

S U

N

LA

N D

P A

R K

L E

V E

E R

E P

A

IR

W E

S T

LE

V

E E

Fo r C on st ru ct io n

K i r k

L o w e r y

P

E

C h g

L e g e n d d e s c r t o

P r e f o r m e d e x p a n s i o n j o i n t m a t e r i a l

C h g a b b r t o

L o n g i t u d i n a l c o n s t r u c t i o n j o i n t

V D

N A

V D

1518+56 1519+00 1519+50 1520+00 1520+50 1521+00 1521+50 1522+00

E G

L-

.6

E G

L-

.8

E G

L-

.8

E G

L-

.1

E G

L-

.1

E G

L-

.8

E G

L-

.5

E G

L-

.6

W S

E -3

3.

W S

E -3

3.

W S

E -3

2.

W S

E -3

2.

W S

E -3

2.

W S

E -3

1.

W S

E -3

1.

W S

E -3

1.

Exist. conc. wall

TO

LE

TO

LE

TO

LE

TO

LE

TO

LE

TO

LE

-3

4.

TO

LE

TO

LE

-3

4.

TO

LE

-3

5.

TO

LE

TO

LE

-3

5.

TO

LE

TO

LE

-3

5.

TO

LE

TO

LE

-3

5.

TO

LE

BEGIN NEW WALL

STA:1519+53.30 +/-

T.O.W. EL:3768.00

STA: 1518+84.62

EL:3769.22

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

STA: 1518+81.46

P V

I S

TA

:1

1+

E L:

.1

1.18% 0.19% 1.02%

PVI STA:1519+08

EL:3764.71

PVI STA:1519+32.86

EL:3764.42

Existing ground at ℄ of construction

100-YR WSE

NEW TOLE AT ℄

NEW FLOODWALL

SEE S101 AND S102

TOP OF CONC.

LEVEE PAVING

END NEW WALL

STA:1520+60.00

T.O.W. EL: 3768.00

PVI STA:1519+57.03

EL:3764.47

PVI STA:1520+60.00

EL:3765.35

STA:1520+09.00

EL:3765.00

STA:1520+09.00

EL:3764.50

0.00%0.19% 1.66%

L/P

L/ P

L/P

W

B

O

R

D

E

R

L

A

G

G

G

G

G

G

G

Brush vegetation

W W

W W

W W

W

Existing conc. wall

Water air release valve

Bridge conc. barrier

Bridge 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

WM

Existing conc. path

Barrier impact attenuator

B P

: 1

8+

.2

P I:

+8 9.

PI: 1519+52.83

PI

: 1

0+

.9

MON#201

1518+56 1519+00

1520+00

1521+00 1522+00

W

B

O

R

D

E

R

L

A

SEE NOTE 9

NEW USIBWC

VEHICLE GATE

SEE NOTE 8

SEE NOTE 12

SWALE

MON#202

CP#120

NEW CONC. LEVEE PAVING

SEE DETAILS ON C301

REMOVE EXIST. SIGN

BEGIN PROJECT

STA: 1518+56.27

NEW FLOODWALL

SEE S101 AND S102

NEW CONC. SLOPE PAVING

SEE DETAILS ON C301

SEE NOTE 7

SEE NOTE 2

RS HINGESEE NOTE 4

17' TOP OF LEVEE WIDTH

C216

PLAN AND PROFILE

W. BORDERLAND RD.

BRIDGE

R

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Fo r C on st ru ct io n

℄ NEW LEVEE ALIGNMENT

LANDSIDE

RIVERSIDE

USIBWC R.O.W. LINE

NEW TOE

I B

W C

B

W c t b

A N

S I f u l l b l e e x

I n c h e s

D W

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T o

P

D F p c

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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

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1 2

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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

A ut oC A

D V er si on

IN

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COM

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IBWC Border V20170817

S he et S et N am e

R

A

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A L I Z

A T

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P

R O

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C T

DESIGNED BY

IBWC CONTRACTOR NAME

IBWC CONTRACT/TASK ORDER

Arcadis U.S. Inc., IBM15D001/IBM17T0010

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

191BWC19B0001

℄ of Borderland

Bridge

C o n c s i d e w a l k

EXISTING ROCKWALL TO BE REMOVED

Notes:

1. The Typical Sections do not apply to the work from Sta 1518+78 to 1520+09.

2. For Sta 1520+09 to 1520+60, Typical Levee Section 1 shall be followed except for along the LS slope where the new floodwall is located.

3. New floodwall riverside face to match existing floodwall riverside face at tie-in.

4. New concrete levee paving shall match grade of the existing sidewalk.

5. Construct a thickened edge at the beginning of the concrete levee paving and at the end of the concrete levee paving. See C301, Detail 6, for additional information.

6. See C301, Detail 6, for grading of aggregate roadway at the end of the concrete levee paving.

7. No work shall be completed outside of USIBWC R.O.W. Provide shoring as necessary for construction of the new floodwall. Match existing grade along the landside face of the new floodwall. Excavation to be backfilled with impervious fill. Grade new impervious fill to create positive drainage away from the new floodwall. Place 6" topsoil above the new impervious fill.

8. New gate posts shall be installed at Sta 1520+25 in accordance with USIBWC Standard Drawing 26409. New gate hinge post shall be installed on riverside. New gate lock post shall be installed 2' from the new floodwall. The concrete footer for the lock post shall be 3' diameter x 3.5' depth instead of the typical 2' diameter x 4.5' depth concrete footer. The lock post shall be 7' long and installed with the centerline of the post 2' from the riverside face of the new floodwall. The bottom of the lock post shall be installed with the typical 6" of cover from the bottom of the concrete footer.

9. Install boulders along the riverside edge of crest across openings to prevent vehicular traffic from accessing levee. The space between boulders shall be no more than 36 inches apart. Extend the boulders from the existing rockwall to the new location of the vehicular gate at Sta 1520+25.

10. Remove City of El Paso park sign during construction and replace after construction.

11. All signs shall be installed in accordance with the USIBWC Standard Drawing 26424.

12. Existing boulders shall be removed from this area and may be reused in other project areas requiring new boulders if the boulders meet requirements in Specification Section 32.31.59.

13. See C218 for joint layout of concrete levee and concrete slope paving.

14. Remove existing concrete pad, exact location not shown.

15. Concrete shall be placed around 4" diameter PVC pipe, exact location not shown. EDPM puddle flange shall be secured with 2 metal flanges around PVC pipe.

REMOVE USIBWC

VEHICLE GATE

River edge

SEE NOTE 10

HORZ: VERT:

0 40'10' 1"=20' 0 4'1' 1"=2'

INSTALL MUTCD OM3-L

Stop sign

NEW TOE

POINT TABLE

Point # Station Offset Elevation Description

1 1518+78.42 5.84' Rt 3765.19 Edge of conc. levee paving tie-in with exist. approach slab

2 1518+78.96 9.13' Rt 3765.35 Edge of conc. levee paving tie-in with exist. approach slab

3 1518+84.62 8.00' Rt 3765.16 Conc. levee paving tie-in with

RS of existing floodwall

4 1519+32.60 4.83' Lt 3764.31 Edge of conc. levee paving tie-in with exist. sidewalk

5 1519+31.66 9.84' Lt 3764.35 Edge of conc. levee paving tie-in with exist. sidewalk

6 1519+53.30 +/- 8.00' Rt 3764.62 Begin new wall/connect to existing wall. See Note 3.

7 1519+56.94 12.69' Lt 3764.21 RS crest of conc. levee paving tie-in with exist. sidewalk

8 1519+88.74 16.25' Lt 3763.66 Edge of conc. levee paving tie-in with exist. sidewalk

9 1520+10.36 21.31' Lt 3763.05 Edge of conc. levee paving tie-in with exist. sidewalk

10 1520+09.00 10.00' Lt 3764.80 RS crest of conc. levee paving

11 1520+09.00 - 3765.00 End conc. levee paving at ℄

12 1520+09.00 8.00' Rt 3765.16 End conc. levee paving tie-in with floodwall at LS crest

13 1520+35.00 10.00' Lt 3764.73 RS edge of crest

14 1520+60.00 8.00' Rt 3765.51 RS end new wall

15 1518+75.17 12.06' Lt 3765.27 Edge of conc. slope paving tie-in with exist. conc. slab

16 1518+80.02 12.99' Lt 3765.39 Edge of conc. slope paving tie-in with exist. conc. slab

17 1518+79.45 19.91' Lt 3762.42 Edge of conc. slope paving tie-in with exist. conc. slab

18 1518+76.25 37.05' Lt 3760.30 Edge of conc. slope paving tie-in with exist. conc. slab

19 1518+85.00 40.77' Lt 3760.12 Edge of conc. slope paving

20 1520+59.30 56.57' Lt 3759.41 Edge of conc. slope paving tie-in with exist. rockwall

Note: Point # is a circled note.

Exist. conc. slab

SEE

NOTE 14

SEE

NOTE 15

INSTALL IBWC NOTICE

SIGN F

INSTALL IBWC

NOTICE SIGN A

K i r k

L o w e r y

P

E

U p d a t e

N o t e

13" (min.)

6" (min.)

x x

Match existing grade x x x

Isolation Joint

WWR 6x6 - D2.9xD2.9 Top of conc. sidewalk

Existing rockwall

6" Concrete slope paving

2'-0"

1'-4"

V A

R I E

S xx x x x x xxx x

V ar ie s

(0 " t o

Overlap WWR 13" (min) into slope

12" x

Existing footing, verify in field

Existing ground 12" Compacted subgrade (typ)

3" Min. cover

3" Min. Cover

Th ic kn es s of c on c.

Exist. structure, post, or pavement

New concrete

Preformed expansion joint material

Backer rod

Elastomeric joint sealant

3/ 8" t o

1/ 2"

1/

4"

1/2"

1/

2"

1/ 4"

3/8"

1/

2" M

IN

1/

3"

Backer rod

Elastomeric joint sealant

1/16" - 1/4"

Sawed joint

Saw cut

1/ 2" Elastomeric joint sealant

Cold joint

WWR or rebar as appropriate to match existing reinforcement

13" (min.)

6" (min.)

1/4"

Elastomeric joint sealant 1 1/2"

3"

3/ 4"

1"

Preformed expansion joint material

Backer rod

Exist. or new floodwall

New concrete levee paving

I B

W C

B

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United States Section

SOLICITATION/RFP NUMBER

.0 s (L

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P ap er S iz e

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IBWC Border V20170817

S he et S et N am e

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C T

DESIGNED BY

IBWC CONTRACTOR NAME

IBWC CONTRACT/TASK ORDER

Arcadis U.S. Inc., IBM15D001/IBM17T0010

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

191BWC19B0001

Top of aggregate roadway see note 4

7" 1'

-0

2'-0"

1' -7

2"

6"

10'-0"

#5 @ 9" O.C.

#5 @ 48" O.C.

#4 @ 24" O.C.

(6) #5 CONT.

12" Compacted subgrade

Top of conc.

levee paving

7"

Top of conc.

levee paving

12" Compacted subgrade

#5 @ 9" O.C.

#5 @ 48" O.C.

C301

CIVIL DETAIL

CONCRETE LEVEE AND

SLOPE PAVING

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Notes:

1. WWR is continuous through construction joints and shall extend 1'-1" min. into either side of construction joints.

2. Install construction joints in concrete slope paving extending the full depth at intervals of approximately 20 feet unless otherwise directed by the COR.

3. Install contraction joints per sheet C218. If work ends for the day, a construction joint shall be placed a minimum of 5 feet from the last transverse contraction joint.

4. At areas adjacent to new or existing concrete paving, the elevation of the new aggregate roadway surface shall be finished 2" above the top of concrete. The elevation of the new aggregate roadway shall transition from the rise of 2" to the elevation of the typical 6" aggregate roadway over a distance of 10 feet.

5. Isolation joints shall be installed at the interfaces between the new concrete slope paving and the existing rockwall, new concrete levee paving and existing sidewalk, and around existing lighting structures where new concrete paving is to be installed.

Direction of Travel 0 2'3/4"=1'

0 2'1"=1'

0 2'3/4"=1'

1'-0"

24" Fill (impervious material)

8"

C218

TYPICAL ISOLATION JOINT

SCALE: 6"=1'0"

C218

TYPICAL CONSTRUCTION JOINT

SCALE: 3"=1'0"

C216

TYPICAL CONCRETE LEVEE PAVING DETAIL

SCALE: 1"=1'0"

C216

TYPICAL CONCRETE SLOPE PAVING DETAIL

SCALE: 1"=1'0"

C216

TYPICAL END OF CONCRETE LEVEE PAVING DETAIL

SCALE: 3/4"=1'0"

C218

TYPICAL LEVEE PAVING TRANSVERSE CONTRACTION JOINT

SCALE: 6"=1'0"

C301

2" M in

C ov er (t yp

3" M in co ve r ( ty p)

#5 @ 48" O.C.

#5 @ 9" O.C.

0 1"=1'9 C218

TYPICAL LONGITUDINAL CONSTRUCTION JOINT

SCALE: 1"=1'0"

Longitudinal bars #5 @ 9" O.C.

Tie bars #5 @ 24" O.C.

Tie bars in same plane as transverse bars

Transverse bars #5 @48" O.C.

3"

21"

Min.

Clearance 2"

Min.

Clearance 2"

42"

3.

5"7"

3"

2'

C218

TYPICAL LEVEE PAVING EXPANSION JOINT DETAIL

SCALE: 3"=1'0"

0 3" 1'6"

Elastomeric joint sealant per Detail 4

Sta. 1520+09 and 1518+75.50(+/-)

0 3" 1'6"

0 6"3"

0 6"3"

K i r k

L o w e r y

P

E

M i n o r c h a n g e s t o d e t a i l s a n d

C o m b i n e i n f o r m a t i o n i n t o s i n g l e d r a w i n g f o r d e t a i l s a n d

IB

W

C _B

W

.c tb

1:

A N

S I f ul l b le ed

D (2

2.

x

4.

In ch es

D W

G T o P

D F.

pc

3 4 5

2 3 4

United States Section

SOLICITATION/RFP NUMBER

.1 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

D

C

B

A

International Boundary & Water Commission

D

C

B

A

IN

TE

RN

AT

IO

N

AL

B

O U

N

DA

RY

A

N D

W

AT

ER

C

O M

M

IS

SI

O

N U

N

IT

ED

S

TA

TE

S

AN

D M

EX

IC

O U

N

IT

ED

S

TA

TE

S

SE

CT

IO

N

R E

V N

O D

E S

C R

IP

TI

O N

O F

R E

V

IS

IO

N

S

IG

N A

TU

R

E O

F D

E S

IG

N

E R

A N

D D

A

TE

CONTRACT NUMBER

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

A ut oC A

D V er si on

IN

TE

RN

AT

IO

NAL BOUNDARY AND WATER

COMM

ISSIO

N

C O

I M

OI

S

N

CARN

TE

NI

DELANOI

TES

MIILE

Y

AU

S

AG

D at e an d Ti m e

P lo tte d

8/

/2

5:

P

M D at e

La st

S av ed

8/

/2

1:

P

M S

U N

LA

N

D P

A R

K L

E V

E E

C

S

R

(0 7-

-1

9) .d w g

IBWC Border V20170817

S he et S et N am e

R

IO

G R

A N

D E

C A

N A

LI

ZA

TI

O

N P

R O

JE

C

T

DESIGNED BY

IBWC CONTRACTOR NAME

IBWC CONTRACT/TASK ORDER

Muñoz & Dannenbaum JV

IBM15D001/IBM17T0010

Arcadis U.S. Inc., 07-26-2019USIBWC HQ-ESD

CS001

CANUTILLO LATERAL

WW #34

PLAN & PROFILE

R

IO

G R

A N

D E

C A

N A

LI

ZA

TI

O

N P

R O

JE

C

T

S U

N

LA

N D

P A

R K

L E

V E

E R

E P

A

IR

W E

S T

LE

V

E E

Fo r C on st ru ct io n

RIVERSIDELANDSIDE

Conc. headwall

Gate

Top of levee

Top of levee

Conc. headwall

HORZ: VERT:

0 10'2 1/2' 1"=5'0 20'5' 1"=10'

C on c.

B rid ge

100 Yr. WSE EL: 3761.13

Canutillo lateral WW #34 this is an EBID structure

0+500+00 1+00

Existing top of Conc. headwall El: 3761.67

Existing top of Conc. headwall El: 3757.60

Existing (Rodney Hunt cast iron sluice gate 4'x4.7')

Existing top of Conc. headwall

El: 3763.61

Existing top of Conc. headwall

El: 3760.96

Existing ground

Existing gate crank El: 3764.59

3'x9'x1' GABION BASKETS

W/ GEOTEXTILE FABRIC

UNDERNEATH

℄ Levee

EL: 3764.43

BOULDERS

GENERAL NOTES:

1. Gabions to be installed after construction of levee, but before placement of topsoil. COR shall approve levee slope prior to placement of gabions.

2. At the discretion of the Contractor, one gabion at 15 feet in length may be installed rather than a 9 foot gabion and a 6 foot gabion.

COMPACTED

IMPERVIOUS FILL

1+50

.0

2°

Levee ℄ STA: 1534+99.54

C.B.C. ℄ STA: 0+50

3780 3780

3'x6'x1' GABION BASKETS

W/ GEOTEXTILE FABRIC

UNDERNEATH

3'x9'x1' GABION BASKETS W/

GEOTEXTILE FABRIC UNDERNEATH

3'x6'x1' GABION BASKETS W/

GEOTEXTILE FABRIC UNDERNEATH

-2 1-

Jo se

R ey es , P

E

C or re ct m in or s pe lli ng e rr or s.

TOP OF GABION

EL: 3761.63

W W

W

P I:

+5 2.

1520+00

#5@9"EW

#5@9"EW

1' -0

7'

-0

9"

3'-2" 1'-0"

#5@9"

Top of concrete levee paving

#5@9"

Finish grade See Note 2

1' -0

(M in

3" C ov er

(T yp

) Three-bulb waterstop see S102 for details

Slope 2%

1'-0"

6'-4"

2'-2"

Top of wall El 3768.00

8' -0

El varies. See C216

El varies

Riverside

Landside

4"

Crushed aggregate base

12" Compacted subgrade

3" Cover (Typ)

4"

Compacted subgrade

#5@9"EW

#5@9"EW

1' -0

7'

-0

9"

3'-2" 1'-0"

#5@9"

Top of wall El 3768.00

#5@9"

1' -0

(M in

Three-bulb waterstop see S102 for details

Slope 2%

1'-0"

6'-4"

2'-2"

8' -0

Finish grade See Note 2

El varies

Top of impervious fill

Riverside Landside

El varies. See C216

Crushed aggregate base

4"

3" Cover (Typ)

3" C ov er

(T yp

4"

Compacted subgrade

S101

FLOODWALL

PLAN & SECTIONS

R

IO

G R

A N

D E

C A

N A

LI

ZA

TI

O

N P

R O

JE

C

T

S U

N

LA

N D

P A

R K

L E

V E

E R

E P

A

IR

W E

S T

LE

V

E E

Fo r C on st ru ct io n

Landside

Riverside

I B

W C

B

W c t b

A N

S I f u l l b l e e x

I n c h e s

D W

G

T o

P

D F p c

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

D

C

B

A

International Boundary & Water Commission

D

C

B

A

IN

TE

RN

AT

IO

N

AL

B

O U

N

DA

RY

A

N D

W

AT

ER

C

O M

M

IS

SI

O

N U

N

IT

ED

S

TA

TE

S

AN

D M

EX

IC

O U

N

IT

ED

S

TA

TE

S

SE

CT

IO

N

R E

V N

O D

E S

C R

IP

TI

O N

O F

R E

V

IS

IO

N

S

IG

N A

TU

R

E O

F D

E S

IG

N

E R

A N

D D

A

TE

CONTRACT NUMBER

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

A ut oC A

D V er si on

IN

TE

RN

AT

IO

NAL BOUNDARY AND WATER

COMM

ISSIO

N

C O

I M

OI

S

N

CARN

TE

NI

DELANOI

TES

MIILE

Y

AU

S

AG

D at e an d Ti m e

P lo tte d

8/

/2

3:

P

M D at e

La st

S av ed

8/

/2

3:

P

M S d w g

IBWC Border V20170817

S he et S et N am e

R

A

N D

E

C

A N

A L I Z

A T

I O

N

P

R O

J E

C T

DESIGNED BY

IBWC CONTRACTOR NAME

IBWC CONTRACT/TASK ORDER

Arcadis U.S. Inc., IBM15D001/IBM17T0010

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

191BWC19B0001

FLOODWALL

PLAN VIEW

STA: 1520+60

Offset: 8.00' Rt

NEW FLOODWALL RS FACE TO MATCH

EXIST. FLOODWALL RS FACE AT TIE-IN.

Notes:

1. See C216 for Plan and Profile of area of new floodwall.

2. No work shall be completed outside of the USIBWC R.O.W. Provide shoring as necessary for construction of the new floodwall. Match existing grade along the landside face of the new floodwall. Excavation to be backfilled with impervious fill. Grade new impervious fill to create positive drainage away from the new floodwall. Place 6" topsoil above the new impervious fill.

3. #5@9" bars may be replaced with #6@12" bars at the contractor's discretion.

Existing concrete wall

U S

IB

W

C R

.O .W

. l in e va rie s

U S

IB

W

C R

.O .W

. l in e va rie s

SWALE

E x i s t i n g s i d e w a l k

RS HINGE

BOULDERS

CP#120

MON#202

USIBWC R.O.W. LINE

7'-10"

25'-0"

25'-0"

107'-10"

25'-0"

25'-0"

EXISTING ROCKWALL

TO BE REMOVED

C301

B S101

SECTION

From Station 1520+09 to Station 1520+60

A S101

SECTION

From Station 1519+53.30 to Station 1520+09

S101 A

S101 A

S101 B

S101 B

TYPICAL JOINT

LOCATION

S102

S102

NEW USIBWC

VEHICLE GATE

USIBWC NOTICE

SIGN A

K i r k

L o w e r y

P

E

D e t a i l m a r k e r o n

S e c t i o t o

C

M i n o r s p e l l i n g a n d g r a m m a t i c a l c h a n g e s t o s e c t i o a d

B

Top of concrete levee paving

Fabricate vertical and horizontal waterstop as per specification

Three-bulb waterstop

Slope 2%

1'-0"

Riverside Landside

Crushed aggregate base

6"

3"

Elastomeric joint sealant (Typ)

1/2" Preformed expansion joint material

Three-bulb waterstop

6"

12" min.

compacted subgrade

9"

N e w f l o o d w a l l

1'-0"

1/2" Preformed expansion joint material

6" 6"

N e w f l o o d w a l l

S102

S102

#5@9" (Typ)

1/2" Sealant

1/2" Preformed expansion joint material

Backer rod

" Chamfer

(Typ.)

9"

3/8"

3/4"Ø

1/4" R

1/4" R

1" Ø 1 1/2" Ø

"3 min 3"

New floodwall

C/L of new floodwall

Riverside

Landside

Elastomeric joint sealant (typ)

Retrofit waterstop

See Detail 14

" Preformed expansion joint material

S102

WATERSTOP AND

EXPANSION JOINT

DETAILS

R

A

N D

E

C

A N

A L

I Z

A T

I O

N

P

R O

J E

C T

S U

N L

A N

D

P

A R

K

L

E V

E

P

A I R

W E

S T

L

V E

E

USIBWC HQ-ESD

F o r

C o n s t r u c t i o n

Landside

Riverside

S101

TYPICAL FLOODWALL JOINT DETAIL 1

SCALE: 1"=1'-0"

C

S102

SECTION

SCALE: 3"=1'0"

S102

TYPICAL FLOODWALL JOINT DETAIL 2

SCALE: 6"=1'-0"

S102

THREE BULB WATERSTOP

SCALE: 6"=1'0"

S102

FLOODWALL TO EXISTING WALL WATERSTOP DETAIL

SCALE: 3"=1'0"

S102

RETROFIT WATERSTOP

SCALE: 6"=1'0"

S102

C

S102

C

C301

Existing concrete wall

K i r k

L o w e r y

P

E

M i n o r s p e l l i n g g r a m m a t i c a l a n d h a t c h i n g c h a n g e s t o d e t a i l s a n d

S e c t i o n

C

3" 6"

3" 1'6"

6"3"

6"3"

3" 1'6"

2'1"=1'

I B

W C

B

W c t b

A N

S I f u l l b l e e x

I n c h e s

D W

G

T o

P

D F p c

3 4 5

2 3 4

United States Section

SOLICITATION/RFP NUMBER

s

L M

S

T e c h

P l o t

S t y l e

T a b l e

N a m e

P a p e r

S i z e

C A

D

F i l e n a m e

1 2

D

C

B

A

International Boundary & Water Commission

D

C

B

A

IN

TE

RN

AT

IO

N

AL

B

O U

N

DA

RY

A

N D

W

AT

ER

C

O M

M

IS

SI

O

N U

N

IT

ED

S

TA

TE

S

AN

D M

EX

IC

O U

N

IT

ED

S

TA

TE

S

SE

CT

IO

N

R E

V

N

O D

E S

C R

I P

T I O

N

O

F

R

E V

I S

I O

N S

I G

N A

T U

F

D

E S

I G

N E

R

A

T

E

CONTRACT NUMBER

P l o t

S c a l e

P l o t

D e v i c e

A u t o C

V e r s i o n

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

E

R

C

O

M

M

I S

S

I O

N

C

O

I

M

O

I

S

N

C

A

R

N

T

E

N

I

D

E

LA

N

O I

T

E

S

M

I

I

L

E

Y

A

U

S

A

G

D a t e a n d

T i m e

P l o t t e d

A

M

D a t e

L a s t

S a v e d

A

M

S

V

A d w g

IBWC Border V20170817

S h e e t S e t

N a m e

R

A

N D

E

C

A N

A L I Z

A T

I O

N

P

R O

J E

C T

DESIGNED BY

IBWC CONTRACTOR NAME

IBWC CONTRACT/TASK ORDER

Arcadis U.S. Inc., IBM15D001/IBM17T0010

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

191BWC19B0001

A n d r e a

G l o v e r

P

E

R e v i s e d

D e t a i l s a n d

D e l e t e d

D e t a i l

R e p l a c e d

L T y p e w a t e r s t o p w i t h r e t r o f i t w a t e r s t o p

Original design

Revised

Details 14 and 15

9/3/2019

SUNLAND PARK LEVEE - CS001 SS(08-21-19)