Amend-0001-W912HY19B0029_-_SIGNED_-_2019-07-31.pdf

PDF 15 MB Posted Jul 31, 2019

Attached to: Houston Ship Channel, Texas, Peggy Lake Placement Area Dewatering and Dike Raise in Harris County, Texas, Placement Area Improvements
Solicitation number: W912HY19B0029
Issued by: Department of the Army Corps of Engineers Engineering District Galveston

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W45VAK91433346 007780

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

15A. NAME AND TITLE OF SIGNER (Type or print)

30-105-04EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

STANDARD FORM 30 (Rev. 10-83) Prescribed by GSA

FAR (48 CFR) 53.243

Unrestricted Procurement for Houston Ship Channel, Texas, Peggy Lake Placement Area Dewatering and Dike Raise in Harris County, Texas, Placement Area Improvements is hereby amended as follows:

Continued on Page 2.

1. CONTRACT ID CODE PAGE OF PAGES

J 1 28

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

16C. DATE SIGNED

16B. UNITED STATES OF AMERICA15C. DATE SIGNED15B. CONTRACTOR/OFFEROR

(Signature of Contracting Officer)(Signature of person authorized to sign)

8. NAME AND ADDRESS OF CONTRACTOR (No., Street, County, State and Zip Code) X W912HY19B0029

X 9B. DATED (SEE ITEM 11)

26-Jul-2019

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

X The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offer is extended, X is not extended.

Offer must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended by one of the following methods:

(a) By completing Items 8 and 15, and returning copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN

REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPRIATION DATA (If required)

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS.

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE

CONTRACT ORDER NO. IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(B).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority)

E. IMPORTANT: Contractor is not, is required to sign this document and return copies to the issuing office.

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

10A. MOD. OF CONTRACT/ORDER NO.

2. AMENDMENT/MODIFICATION NO.

5. PROJECT NO.(If applicable)

6. ISSUED BY

3. EFFECTIVE DATE

CODE

USAED, GALVESTON

CONTRACTING DIVISION

2000 FORT POINT ROAD

GALVESTON TX 77553-1229

W912HY 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

M3ODXMAN

Text Box 31-Jul-2019

W912HY19B0029

A0001-2

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

1. THE SPECIFICATIONS FOR SOLICITATION NO. W912HY19B0029, HOUSTON SHIP

CHANNEL, TEXAS, PEGGY LAKE PLACEMENT AREA, IN HARRIS COUNTY, TEXAS,

DEWATERING AND DIKE RAISE, ARE HEREBY AMENDED AS FOLLOWS:

a) Specifications.

(1) NONE.

b) Drawings.

(1) DRAWINGS COVER through R-103 - The enclosed Drawings Cover through R-103, supersedes that issued with this Solicitation.

2. This amendment shall be attached to and become a part of the solicitation.

1 Encl:

1. Drawings Cover through R-103

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TOTAL

ARMY

QUALITY

July 2019

Galveston, Texas

Corps of Engineers

U. S. Army Engineer District, Galveston

Office of the District Engineer

SOLICITATION NO.:

SWG FILE NO.:

e c n el le cxE fo ret n e C

Coastal Navigation and Environmental Restoration

W912HY19B0029

HSC 401-571

Peggy Lake Placement Area

Dike Raise

Houston Ship Channel, Texas employment as required by ER 1110-1-8152.

individuals appear on these project documents within the scope of their of Engineers. The initials or signatures and registration designations of

This project was designed by the Galveston District of the U.S. Army Corps

CHIEF, ENGINEERING BRANCH

WILLIE J. HONZA, P.E.

Dewatering and

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SOLICITATION NO. W912HY19B0029.

AMENDMENT NO. 0001 TO

THIS DRAWING ACCOMPANIES

of Engineers U.S. Army Corps

Galveston District

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LOCATION OF CROSS SECTION

EXISTING DIKE

WEIR SPILLWAY

STRUCTURE

DROP OUTLET PIPE(S)

PERIMETER TRENCHING

LATERAL/INTERIOR TRENCHING

TIDE STAFF

EXIST. DIKE TO REPAIR

EXIST. DIKE BY OTHERS

MOUNDS

C .S

(SOME ELEMENTS SHOWN BELOW MAY NOT BE IN THIS PROJECT)

AREA

BORROW

PLACEMENT AREA

LIMITS OF UNCONFINED

NEW DIKE TO BE BUILT

HORIZONTAL CONTROL POINT

CONE PENETROMETER (CPT) LOCATIONSOIL BORING LOCATION

PIPELINE/PERMIT CROSSING

LOCATION OF

PLAN LEGEND

LIMITS OF RIPRAP

GENERAL NOTES

EXCLUSION AREAS.

6. CONTRACTOR SHALL NOT ENTER DESIGNATED ARCHEOLOGICAL

THEIR PIPELINE / UTILITY.

48 HOURS PRIOR TO ANY WORK OVER OR ADJACENT TO

5. CONTRACTOR SHALL NOTIFY PIPELINE / UTILITY OWNERS

SPECIFICATIONS.

OBSTRUCTIONS IN THE WORK AREA, AS DESCRIBED IN THE

BEEN MOVED. SITE VISIT SHOULD BE MADE TO VERIFY ANY CURRENT

AS OF THE TIME OF THE WORK, AS THOSE OBSTRUCTIONS MAY HAVE

OBSTRUCTIONS VISIBLE IN THE IMAGES MAY NOT BE IN THAT LOCATION

PROGRAM (NAIP), DATED 2016, UNLESS OTHERWISE NOTED.

4. AERIAL IMAGERY SOURCED FROM THE NATIONAL AGRICULTURE IMAGERY

BE FURNISHED TO THE CONTRACTOR UPON REQUEST IN WRITING.

3. ADDITIONAL CONTROL POINTS AND ALIGNMENT DATA (IF AVAILABLE) WILL

PLANE, NAD83, TEXAS SOUTH-CENTRAL ZONE, U.S. SURVEY FEET.

2. HORIZONTAL DATUM AND DISTANCES ARE REFERENCED TO TEXAS STATE

MARCH 2019.

THOMPSON AND JEFFREY EDMONDSON. SURVEYS WERE TAKEN IN

OF 1988 (NAVD88) USING GEOID12B. SURVEYORS ARE ROBERT

1. ELEVATIONS ARE REFERENCED TO NORTH AMERICAN VERTICAL DATUM

SOLICITATION NO. W912HY19B0029.

AMENDMENT NO. 0001 TO

THIS DRAWING ACCOMPANIES

R.O.W.

CORRIDOR

HL&P

CONSTRUCTION

NEW BERM

EXCLUSION AREAS

ARCHELOGICAL

TABBS BAY

BARBOURS CUT

Lake Goose

Pop 341

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SCOTT BAY

MITCHELL

BAY

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SAN

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BAY

B ig Is la n d S lo u g h

JAC

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MUNICIPAL AIRPORT

LA PORTE

BLACK

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BAY

D it c h

P a tr ic k

B a y o u

EastF o rk

T u c k e r

B a y o u

PARK

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PARK

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PASADENA

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F F

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B og gy B ay ou B as in

Vince

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Little

Vince

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Pop 119,363

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Cemetery Hill of Rest

College Lee

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Monument Battlefield

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Golf Course

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Sunset Park

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Memorial Park

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Brook Park

Texaco Country Club

Maxey Park

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SOLICITATION NO. W912HY19B0029.

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CAUTION - HOUSTON GAS PIPELINE CO.

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CAUTION-6" & 20" U.T.T.

CORP PIPELINE CORRIDOR

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BURIED PIPELINE

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CORP PIPELINE CORRIDOR

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CAUTION- TEXAS

"CAUTION HIGH PRESSURE"

PIPELINE CORRIDOR

P -3 P

N E

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STRUCTURE)

OF EXISTING DROP-OUTLET

STRUCTURE (54' IN FRONT

NEW DROP-OUTLET

POTENTIAL BORROW AREA

E X C

N A

R E A S

A R C

H A E O

A L

PLACEMENT AREA

PEGGY LAKE

C H

A N

N E L

S H

H O

U S T O

H.L.&P.

CHANNEL

TAKE

SCALE IN FEET

0 300 600 900

PLAN

13,833,000Y=

13,835,000Y=

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13,833,000Y=

13,835,000Y=

13,837,000Y=

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E of Engineers U.S. Army Corps

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C-102

W912HY19B0029

SOLICITATION NO.:

B .B .C

R .I .T

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B O

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C h ie f, E n g in e e ri n g B ra n c h

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HSC 401-571SWG FILE NO.

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SIDE SLOPE GRADIENT SHALL BE SHALLOWER THAN 3H:1V.

ELEVATION OF +17' (NAVD88) AND THE EXCAVATION

2) BORROW MATERIAL EXCAVATION SHALL BE ABOVE

1) REFER TO DWG B-101 FOR BORING PLAN.

NOTES:

SOLICITATION NO. W912HY19B0029.

14'

15'

20'

21'

22'

17'

19'

23'

18'

16'

10'

11'

12'

13'

14'

15'

16'

17'

18'

19'

19' 20'

20'

21'

22'

80+

120+00

130+00

AREA

MOUND

L4L3

BURIED PIPELINE

HIGH PRESSURE

CAUTION-20" U.T.T.

HIGH PRESSURE BURIED PIPELINE

(ENRON OPERATING CO.)

CAUTION - HOUSTON GAS PIPELINE CO.

BURIED PIPELINE

HIGH PRESSURE

CAUTION-6" & 20" U.T.T.

CORP PIPELINE CORRIDOR

TEXAS EASTERN TRANSMISSION

P-300 PIPELINE

MONT BELVIEU LP 20"

CAUTION-LONE STAR NGL

BURIED PIPELINE

HIGH PRESSURE

TEXAS TRANSMISSION CO.

CAUTION-20" UNITED

BURIED PIPELINES

6" & 8" SEAGULL PRODUCTS

EASTERN TRANS. CO;

CAUTION- TEXAS

"CAUTION HIGH PRESSURE"

PIPELINE CORRIDOR

P -3 P

N E

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ROUTE

ACCESS

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STRUCTURE TO BE REMOVED

EXISTING DROP-OUTLET

TRENCHES

LATERAL

TRENCH

PERIMETER

C E N T E R L

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T R E N C

T Y P F R

CENTERLINE OF DIKE

TRENCH 175' (TYP) FROM

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CENTERLIN

E O

F D

IKE

TRENCH 1

25'

(TYP) F

ROM

CENTERLINE OF DIKE

TRENCH 100' (TYP) FROM

R'QD

DIKE BREACH

E X C

N A

R E A S

A R C

H A E O

A L

C H

A N

N E L

S H

H O

U S T O

H.L.&P.

CHANNEL

TAKE

SCALE IN FEET

0 300 600 900

PLAN

13,833,000Y=

13,835,000Y=

13,837,000Y=

13,833,000Y=

13,835,000Y=

13,837,000Y=

D E

W A

T E

G P

L A

N of Engineers U.S. Army Corps

Galveston District

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C-103

W912HY19B0029

SOLICITATION NO.:

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C h ie f, E n g in e e ri n g B ra n c h

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HSC 401-571SWG FILE NO.

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SOLICITATION NO. W912HY19B0029.

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4) REFER TO LEGEND ON DWG C-501.

TO NEW CENTERLINE IS APPROXIMATE.

3) DISTANCE FROM EXISTING CENTERLINE

2) VERTICAL DATUM IN US FEET, NAVD88.

1) DISTANCES ARE IN US FEET.

NOTES:

of Engineers U.S. Army Corps

Galveston District

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C-301

W912HY19B0029

SOLICITATION NO.:

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R .I .T

D A

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C h ie f, E n g in e e ri n g B ra n c h

L E J

H O

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R I.

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HSC 401-571SWG FILE NO.

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13.5'

12'

11.5'

13'

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NEW DIKE

EL. +28.0'

15'

SOLICITATION NO. W912HY19B0029.

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4) REFER TO LEGEND ON DWG C-501.

TO NEW CENTERLINE IS APPROXIMATE.

3) DISTANCE FROM EXISTING CENTERLINE

2) VERTICAL DATUM IN US FEET, NAVD88.

1) DISTANCES ARE IN US FEET.

NOTES:

of Engineers U.S. Army Corps

Galveston District

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Drawing No.:

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C-302

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SOLICITATION NO.:

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14.5'

12.5'

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L EXISTING DIKE

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15'

SOLICITATION NO. W912HY19B0029.

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4) REFER TO LEGEND ON DWG C-501.

TO NEW CENTERLINE IS APPROXIMATE.

3) DISTANCE FROM EXISTING CENTERLINE

2) VERTICAL DATUM IN US FEET, NAVD88.

1) DISTANCES ARE IN US FEET.

NOTES:

of Engineers U.S. Army Corps

Galveston District

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SOLICITATION NO.:

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16.5'

14'

L EXISTING DIKE

L NEW DIKE

NEW DIKE

NEW BERM

EL. +28.0'

EL. +20.0'

15'

SOLICITATION NO. W912HY19B0029.

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S T

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100 100

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4) REFER TO LEGEND ON DWG C-501.

TO NEW CENTERLINE IS APPROXIMATE.

3) DISTANCE FROM EXISTING CENTERLINE

2) VERTICAL DATUM IN US FEET, NAVD88.

1) DISTANCES ARE IN US FEET.

NOTES:

of Engineers U.S. Army Corps

Galveston District

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S c a le

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C h e c k e d b y

D e s c ri p ti o n

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M o d e l

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P e g g y L a k e D e w a te ri n g a n d R a is e

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-5

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C-304

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14'

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14'

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L EXISTING DIKE

L NEW DIKE

NEW DIKE

NEW BERM

EL. +28.0'

EL. +20.0'

EL. +28.0'

EL. +20.0'

15'

SOLICITATION NO. W912HY19B0029.

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100 100

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4) REFER TO LEGEND ON DWG C-501.

TO NEW CENTERLINE IS APPROXIMATE.

3) DISTANCE FROM EXISTING CENTERLINE

2) VERTICAL DATUM IN US FEET, NAVD88.

1) DISTANCES ARE IN US FEET.

NOTES:

of Engineers U.S. Army Corps

Galveston District

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S c a le

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C H

S C -4

-5

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C-305

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17'

L EXISTING DIKE

L NEW DIKE

NEW DIKE

NEW BERM

EL. +28.0'

EL. +20.0'

EL. +28.0'

15'

SOLICITATION NO. W912HY19B0029.

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S T

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100 100

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4) REFER TO LEGEND ON DWG C-501.

TO NEW CENTERLINE IS APPROXIMATE.

3) DISTANCE FROM EXISTING CENTERLINE

2) VERTICAL DATUM IN US FEET, NAVD88.

1) DISTANCES ARE IN US FEET.

NOTES:

of Engineers U.S. Army Corps

Galveston District

G A

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A p p ro v a l R e c o m m e n d e d

S c a le

D ra w n b y

D e s ig n e d b y

C h e c k e d b y

D e s c ri p ti o n

D a te

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B y

Drawing No.:

F il e

M o d e l

N a m e

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B y

O D

X M

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M D a te

T im e

W c a d d p ro je c ts h s c -5

P e g g y L a k e D e w a te ri n g a n d R a is e

P la n s -S

C H

S C -4

-5

C O

N T

R A

C T -P

L A

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D .d g n

C-306

W912HY19B0029

SOLICITATION NO.:

B .B .C

R .I .T

D A

B O

O T

H B

Y P .E

D .B .B

C h ie f, E n g in e e ri n g B ra n c h

L E J

H O

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R I.

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HSC 401-571SWG FILE NO.

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L A

15.5'

14'

L EXISTING DIKE

EL. +20

L NEW DIKE

NEW DIKE

NEW BERM

EL. +28.0'

15'

SOLICITATION NO. W912HY19B0029.

GRADE: 2%

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120+00 130+00

S T

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100 100

150'

GRADE: 2%

4) REFER TO LEGEND ON DWG C-501.

TO NEW CENTERLINE IS APPROXIMATE.

3) DISTANCE FROM EXISTING CENTERLINE

2) VERTICAL DATUM IN US FEET, NAVD88.

1) DISTANCES ARE IN US FEET.

NOTES:

of Engineers U.S. Army Corps

Galveston District

G A

L V

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C O

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X M

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T im e

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P e g g y L a k e D e w a te ri n g a n d R a is e

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C H

S C -4

-5

C O

N T

R A

C T -P

L A

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A M

D .d g n

C-307

W912HY19B0029

SOLICITATION NO.:

B .B .C

R .I .T

D A

B O

O T

H B

Y P .E

D .B .B

C h ie f, E n g in e e ri n g B ra n c h

L E J

H O

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R I.

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HSC 401-571SWG FILE NO.

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3 3

14'

16'

13'

15'

17.5'

14'

L EXISTING DIKE

EL. +20

L NEW DIKE

NEW DIKE

NEW BERM

EL. +28.0'

EL. +20.0'

EL. +28.0'

15'

SOLICITATION NO. W912HY19B0029.

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145+64.65

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R O

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E C

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4) REFER TO LEGEND ON DWG C-501.

TO NEW CENTERLINE IS APPROXIMATE.

3) DISTANCE FROM EXISTING CENTERLINE

2) VERTICAL DATUM IN US FEET, NAVD88.

1) DISTANCES ARE IN US FEET.

NOTES:

of Engineers U.S. Army Corps

Galveston District

G A

L V

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A S

C O

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M o d e l

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P e g g y L a k e D e w a te ri n g a n d R a is e

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C H

S C -4

-5

C O

N T

R A

C T -P

L A

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A M

D .d g n

C-308

W912HY19B0029

SOLICITATION NO.:

B .B .C

R .I .T

D A

B O

O T

H B

Y P .E

D .B .B

C h ie f, E n g in e e ri n g B ra n c h

L E J

H O

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12'

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13.5'

L EXISTING DIKE

L NEW DIKE

NEW DIKE

EL. +28.0'

15'

SOLICITATION NO. W912HY19B0029.

4) REFER TO LEGEND ON DWG C-501.

TO NEW CENTERLINE IS APPROXIMATE.

3) DISTANCE FROM EXISTING CENTERLINE

2) VERTICAL DATUM IN US FEET, NAVD88.

1) DISTANCES ARE IN US FEET.

NOTES:

E L E

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12+37.92

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0+00

2+00

4+00

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10+00

12+00 of Engineers U.S. Army Corps

Galveston District

G A

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A p p ro v e d b y

A p p ro v a l R e c o m m e n d e d

S c a le

D ra w n b y

D e s ig n e d b y

C h e c k e d b y

D e s c ri p ti o n

D a te

R e v

B y

Drawing No.:

F il e

M o d e l

N a m e

C -3

B y

O D

X M

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T im e

W c a d d p ro je c ts h s c -5

P e g g y L a k e D e w a te ri n g a n d R a is e

P la n s -S

C H

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-5

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C T -P

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D .d g n

C-309

W912HY19B0029

SOLICITATION NO.:

B .B .C

R .I .T

D A

B O

O T

H B

Y P .E

D .B .B

C h ie f, E n g in e e ri n g B ra n c h

L E J

H O

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A P .E

C h ie f, G e o te c h S e c ti o n

R I.

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R e s p o n is b le D e s ig n E n g in e e r

HSC 401-571SWG FILE NO.

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H E D

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N O

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Y R

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L A

S T

A T

O S

T A .9

R O

S S S

E C

G D

L NEW DIKE

EL. +25.0'

SOLICITATION NO. W912HY19B0029.

GRADE: 2%

15'

150'

FILL USING IMPORTED SOILS

TYPE A: SEMI-COMPACTED

15'

EXISTING DROP-OUTLET AND WALKWAY

USING ONSITE SOILS

TYPE B: SEMI-COMPACTED FILL

FILL USING ONSITE SOILS

TYPE C: UNCOMPACTED RANDOM

USING IMPORTED CLAYEY SOILS

TYPE A: SEMI-COMPACTED FILL

(25' X 50') WITH BOTTOM EL. +4' (+/-)

EXCAVATE COLLECTOR SUMP

EXISTING GROUND

of Engineers U.S. Army Corps

Galveston District

G A

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A S

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H O

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R e v

S u b m it te d b y

A p p ro v e d b y

A p p ro v a l R e c o m m e n d e d

S c a le

D ra w n b y

D e s ig n e d b y

C h e c k e d b y

D e s c ri p ti o n

D a te

R e v

B y

Drawing No.:

F il e

M o d e l

N a m e

C -5

B y

O D

X M

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T im e

W c a d d p ro je c ts h s c -5

P e g g y L a k e D e w a te ri n g a n d R a is e

P la n s -S

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-5

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D .d g n

C-501

W912HY19B0029

SOLICITATION NO.:

B .B .C

R .I .T

D A

B O

O T

H B

Y P .E

D .B .B

C h ie f, E n g in e e ri n g B ra n c h

L E J

H O

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A P .E

C h ie f, G e o te c h S e c ti o n

R I.

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R e s p o n is b le D e s ig n E n g in e e r

HSC 401-571SWG FILE NO.

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V A

P R

E P

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H E D

E C

N O

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L A

N.T.S.

TYPICAL TRENCH PLAN

N.T.S.

50' 50'

10'

THAN 1V:3H

NO STEEPER

TRENCH

PERIMETER

PERIMETER DIKE

EXISTING

STRUCTURE

DROP-OUTLET

TRENCH

PERIMETER

TRAINING DIKE BREACH

MOUND

EXCAVATION

MOUND

EXCAVATION

TOE OF CUT

LATERAL TRENCH1

'TOP OF CUT

MOUND

EXCAVATION

CONTAINMENT DIKE TYPICAL SECTION

N.T.S.

CONTAINMENT DIKE TYPICAL SECTION

N.T.S.

50' C

L EXISTING DIKE

TRENCH CUT

PERIMETER

L EXISTING DIKE

EXISTING GROUND

TRENCH CUT

PERIMETER

THAN 1V:3H

NO STEEPER

THAN 1V:3H

NO STEEPER

VARIES

VARIES 1

EXISTING GROUND

THAN 1V:3H

NO STEEPER

N.T.S.

LATERAL TRENCH TYPICAL SECTION

L-1 THRU L-6

LEGEND

TRENCH CUT

PERIMETER & LATERAL

T Y

A L S

E C

N S A

N D D

E T

50'

L NEW DIKE

STA 46+00 to 84+00

STA 110+00 to 132+00

STA 0+00 to 46+00

STA 86+00 to 108+00

N.T.S.

TRAINING DIKE TYPICAL SECTION

STA 0+00 to 12+37.92

EXISTING GROUND

L NEW DIKE

EL. +2.0'

L EXISTING DIKE

2-42" OD PIPES, 1/2" THICK

EL. 4.3'

PRACTICAL.

WILL BE AS FLAT AS

TRENCH. ACTUAL SLOPE

INVERT OF PERIMETER

N.T.S.

FILL USING ONSITE SOILS

TYPE C: UNCOMPACTED RANDOM

USING IMPORTED CLAYEY SOILS

TYPE A: SEMI-COMPACTED FILL

FILL USING ONSITE SOILS

TYPE B: SEMI-COMPACTED

EL. +28.0'

EL. +20.0'

EL. +28.0'

EL. +25.0'

SUMP

COLLECTOR

25'

SUMP

COLLECTOR

MOUNDS SO AS TO NOT IMPEDE DRAINAGE OF SITE.

EXCAVATION ON EITHER SIDE OF TRENCH IN SMALL

PLACE MATERIAL FROM LATERAL TRENCH

L PERIMETER TRENCHC

L LATERAL TRENCHC

TRENCH

PERIMETER

ELEVATION - PERIMETER TRENCH AND EXISTING DROP-OUTLET STRUCTURE

DEWATERING TYPICAL DETAIL

DROP-OUTLET STRUCTURE

N.T.S.

L PERIMETER TRENCHC

TOP OF EXISTING TRAINING DIKE

NO STEEPER THAN 1V:3H

50' MIN.

SOLICITATION NO. W912HY19B0029.

AMENDMENT NO. 0001 TO

THIS DRAWING ACCOMPANIES

VARIES

10'

VARIES

5' MIN

25'

LIMITS OF STRIPPING & TURFING

LIMITS OF STRIPPING

LIMITS OF TURFING

LIMITS OF STRIPPING & TURFING

EL. +26.0'

Galveston District

G A

L V

E S

T O

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A S

C O

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S O

F E

N G

E E

R S

U .S

A R

M Y E

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R D

T R

G A

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T O

A S S

H O

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D a te

R e v

S u b m it te d b y

A p p ro v e d b y

A p p ro v a l R e c o m m e n d e d

S c a le

D ra w n b y

D e s ig n e d b y

C h e c k e d b y

D e s c ri p ti o n

D a te

R e v

B y

Drawing No.:

F il e

M o d e l

N a m e

C -9

B y

O D

X M

A N

M D a te

T im e

W c a d d p ro je c ts H

S C -5

P e g g y L a k e D e w a te ri n g a n d R a is e

P la n s -S

C H

S C -4

-5

C O

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R A

C T -P

L A

N S T x S c

A M

D .d g

C-901

B .B .C

R .I .T

D A

B O

O T

H B

Y P .E

D .B .B

C h ie f, E n g in e e ri n g B ra n c h

L E J

H O

N Z

A P .E

C h ie f, G e o te c h S e c ti o n

R I.

H A

R M

E N

A P .E

R e s p o n is b le D e s ig n E n g in e e r

HSC 401-571SWG FILE NO.

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SIDE VIEW

EXISTING DROP-OUTLET STRUCTURE

BACK VIEW

EXISTING DROP-OUTLET STRUCTURE

SIDE VIEW

EXISTING DROP-OUTLET STRUCTURE

FRONT VIEW

EXISTING DROP-OUTLET STRUCTURE

EXISTING OUTFALL PIPES EXISTING OUTFALL PIPES EXISTING OUTFALL PIPES EXISTING OUTFALL PIPES

SOLICITATION NO. W912HY19B0029.

80+

120+00

130+00

BURIED PIPELINE

HIGH PRESSURE

CAUTION-20" U.T.T.

HIGH PRESSURE BURIED PIPELINE

(ENRON OPERATING CO.)

CAUTION - HOUSTON GAS PIPELINE CO.

BURIED PIPELINE

HIGH PRESSURE

CAUTION-6" & 20" U.T.T.

CORP PIPELINE CORRIDOR

TEXAS EASTERN TRANSMISSION

P-300 PIPELINE

MONT BELVIEU LP 20"

CAUTION-LONE STAR NGL

BURIED PIPELINE

HIGH PRESSURE

TEXAS TRANSMISSION CO.

CAUTION-20" UNITED

BURIED PIPELINES

6" & 8" SEAGULL PRODUCTS

EASTERN TRANS. CO;

CAUTION- TEXAS

"CAUTION HIGH PRESSURE"

PIPELINE CORRIDOR

P -3 P

N E

M O

N T B

W L P

N E S T A R N

G L

P O

S A

L L

W A S

T E

W A

T E

O X

Y C

H E

M T

R E

A T

P C

O R

.O .W

L E

R C

U T O

F F R

L E

R C

U T O

F F R

STRUCTURE TO BE REMOVED

EXISTING DROP-OUTLET

POTENTIAL BORROW AREA

E X C

N A

R E A S

A R C

H A E O

A L

13-B125A

13-B128 TOVANE

13-B107

13-B128

13-B125

13-B112

13-B109 TORVANE

13-B114 TOVANE

13-B114

13-B112 TOVANE

13-B107 TORVANE

13-B118 TOVANE

13-B123 TOVANE

13-B118

13-B131

13-B120

13-B136

13-B108

13-B130

13-B110

13-B124

13-B126

13-B106

13-B119

13-B123

13-B122

13-B121

13-B115

13-B113

13-B111

13-B106 ALT

13-B116

13-B127

13-B117

13-B129

13-B132

13-B135

13-B134

13-B133

13-B109

PLACEMENT AREA

PEGGY LAKE

C H

A N

N E L

S H

H O

U S T O

CHANNEL

TAKE

H.L.&P.

SCALE IN FEET

0 300 600 900

PLAN

13,837,000Y=

13,835,000Y=

13,833,000Y= 13,833,000Y=

13,835,000Y=

13,837,000Y=

B O

G P

L A

N of Engineers U.S. Army Corps

Galveston District

G A

L V

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A S

C O

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H O

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R e v

S u b m it te d b y

A p p ro v e d b y

A p p ro v a l R e c o m m e n d e d

S c a le

D ra w n b y

D e s ig n e d b y

C h e c k e d b y

D e s c ri p ti o n

D a te

R e v

B y

Drawing No.:

F il e

M o d e l

N a m e

B -1

O R

G S

B y

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X M

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T im e

W c a d d p ro je c ts h s c -5

P e g g y L a k e D e w a te ri n g a n d R a is e

P la n s -S

C H

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-5

C O

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D .d g n

B-101

W912HY19B0029

SOLICITATION NO.:

B .B .C

R .I .T

D A

B O

O T

H B

Y P .E

D .B .B

C h ie f, E n g in e e ri n g B ra n c h

L E J

H O

N Z

A P .E

C h ie f, G e o te c h S e c ti o n

R I.

H A

R M

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A P .E

R e s p o n is b le D e s ig n E n g in e e r

HSC 401-571SWG FILE NO.

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H A

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U .S

A R

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C O

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A R

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H E D

E C

N O

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Y R

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L A

SOLICITATION NO. W912HY19B0029.

E L E

V A

N I

N U .S F

E E

0 20 40 60 80 100 120 140 160 180-20-40-60-80-100-120-140-160-180

<-- OUTSIDE - INSIDE --->

STRUCTURE AND WALKWAY

NEW DROP-OUTLET

STRUCTURE TO BE REMOVED

EXISTING DROP-OUTLET AND WALKWAY

FILL USING IMPORTED SOILS

TYPE A: SEMI-COMPACTED

54'

RIPRAP AT OUTFALL PIPES

REPAIR AND REPLACE

P.V.C. SHEET PILES

ACCESS DIKE PLAN

ACCESS DIKE TYPICAL SECTION

NEW WALKWAY

TYPICAL SECTION

ACCESS DIKE TURN AROUND

AROUND AREA

WALKWAY TURN

N.T.SA

B N.T.S

30'

15'

STRIPPING AND TURFING LIMITS

30'

STRUCTURE

NEW DROP-OUTLET

N.T.S

SEMI-COMPACTED FILL

EL. +33.0'

EL. +5.0'

EL. +18.0'

L EXISTING DIKE

2-42" OD PIPES, 1/2" THICK

37'

N.T.S

NEW DROP-OUTLET STRUCTURE AT STA. 0+00

EL. +28.0'

FLOW

2 NEW - 42" OD PIPES, 1/2" THICK, 65' LONG

EL. +2.0'

of Engineers U.S. Army Corps

Galveston District

G A

L V

E S

T O

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A S

C O

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S O

F E

N G

E E

R S

U .S

A R

M Y E

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R D

T R

G A

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H O

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R e v

S u b m it te d b y

A p p ro v e d b y

A p p ro v a l R e c o m m e n d e d

S c a le

D ra w n b y

D e s ig n e d b y

C h e c k e d b y

D e s c ri p ti o n

D a te

R e v

B y

Drawing No.:

F il e

M o d e l

N a m e

S -1

B y

O D

X M

A N

M D a te

T im e

W c a d d p ro je c ts H

S C -5

P e g g y L a k e D e w a te ri n g a n d R a is e

P la n s -S

C H

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S T

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S-101

B .B .C

R .I .T

D A

B O

O T

H B

Y P .E

D .B .B

C h ie f, E n g in e e ri n g B ra n c h

L E J

H O

N Z

A P .E

C h ie f, G e o te c h S e c ti o n

R I.

H A

R M

E N

A P .E

R e s p o n is b le D e s ig n E n g in e e r

HSC 401-571SWG FILE NO.

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A T

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G G

Y L

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L A

C E

M E

N T A

R E

A H

O U

S T

O N S

H A

N N

E L T

E X

L Y

C O

L O

N E

L E

U .S

A R

M Y

C O

M M

A N

O T

H Y R

V A

P R

E P

A R

E D U

N D

E R T

H E D

E C

N O

N C

Y R

E P

L A

T Y

A L D

E T

S P

R O

E A

N D

N E

W D

R O

P -O

U T

L E

T S

T R

U C

T U

SEE SHEET S-104 FOR DETAILS.

10. VINYL SHEET PILES ARE NOT SHOWN ELEVATION VIEW OF STRUCTURE ON THIS SHEET FOR CLARITY.

DATUM OF 1988 (NAVD88), U.S. SURVEY FEET.

9. ALL DROP OUTLET STRUCTURE ELEVATIONS ARE REFERENCED TO NORTH AMERICAN VERTICAL

8. PLANS, SECTIONS, AND DETAILS APPLY TO NEW DROP-OUTLET STRUCTURE.

7. DAMAGED PAINT SURFACE SHALL BE SPOT RE-COATED.

6. CONNECTIONS NOT DETAILED SHALL BE DESIGNED BY STEEL SUPPLIER.

5. PILES FOR THE NEW STRUCTURE SHALL BE DRIVEN TO ELEVATIONS AS INDICATED. (SEE TABLE 1)

4. CONTRACTOR MAY BOLT UNITS…

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