AMEND-0001_W9126G-16-B-0023_PLANS_G-x.PDF

Sheet 1 of 81

Coastal Navigation and Environmental Restoration their employment as required by ER 1110-1-8152.

appear on these project documents within the scope of signatures and registration designations of individuals of the U.S. Army Corps of Engineers. The initials or

This project was designed by the Galveston District

RECYCLED PAPER

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SOLICITATION NO.:

SWG FILE NO.:

W9126G-16-B-0023

Galveston, Texas

Corps of Engineers

U. S. Army Engineer District, Galveston

Office of the District Engineer

SOUTH DETENTION BASIN

AND CHANNEL IMPROVEMENTS

HSC 406-12

August 2016

BUFFALO BAYOU AND TRIBUTARIES, TEXAS

GREENS BAYOU

G-01

G-02

Sheet 2 of 81 Total For Project

Sheet 2 of 8 Total For Section of Engineers U.S. Army Corps

Galveston District

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W9126G-16-B-0023

SOLICITATION NO.:

HSC 406-12SWG FILE NO.

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UTILITY DISPOSITION LEGEND

97-41M

CB

GENERAL CROSS-REFERENCING SYMBOLS

SECTION/DETAIL)

(CENTERED UNDER

ON SAME DRAWING

SECTION/DETAIL TITLE

SECTION/DETAIL)

(CENTERED UNDER

ON ANOTHER DRAWING

SECTION/DETAIL TITLE

EACH VIEW)

(CENTERED UNDER

VIEW SUBTITLE

SCALE:

SUPPLEMENTAL INFORMATION

DETAIL/SECTION

99/999

DETAIL/SECTION

SCALE:

TOP FRONT SIDE

ELEVATION SECTION

A

SAME DRAWING

VIEW SHOWN ON

SECTION CUT W/

ANOTHER DRAWING

VIEW SHOWN ON

SECTION CUT W/

ANOTHER DRAWING

VIEW SHOWN ON

DETAIL SYMBOL W/

SAME DRAWING

VIEW SHOWN ON

DETAIL SYMBOL W/

99/999

GENERAL LEGEND

P.I. POINT

FIRE HYDRANT

MANHOLE

CATCHBASIN

WATER VALVE FILL

CUT

SHEETPILE

AND NUMBER

BORING LOCATION

EXISTING GAS

EXISTING FENCE

OVERHEAD P0WER

EXISTING

WATERMAIN

SANITARY SEWER

EXISTING

LINE (TELEPHONE)

EXISTING COMMUN.

(COAXIAL T.V.)

EXISTING CABLE

CONSTRUCTION

LIMIT OF

EASEMENT

CONSTRUCTION

PIPE

EXISTING CULVERT

POWER POLE

(1)

(2)

(A)

(B)

- NO WORK ACCESS ONLY

- TO BE RELOCATED

- TO BE REMOVED

- TO BE REPLACED

- DO NOT DISTURB

TO BE PROVIDED

- PIPELINE PROTECTION

- BY CONTRACTOR

- BY OWNER

- PRIOR TO CONSTRUCTION

- DURING CONSTRUCTION

CONTROL BENCHMARK

BACKFLOW DITCH

281-895-5328

RIGHT OF WAY SPECIALIST

JAMES FREE

713-989-2832

PIPELINE COMPANY LP

ENERGY TRANSFER/ HOUSTON

CALVIN R. DODD

PIPELINE POC'S:

RIPRAP

←NEW

←EXISTING

STORM SEWER

←NEW

←EXISTING

A N

D C

O N

T R

O L T

A B

L E

S G

E N

E R

A L N

O T

E S

IN

D

E X O

F D

R A

W

IN

G S

WORK AREA LIMITS

RIGHT OF WAY

STRUCTURE

INTERCEPTOR

IS

PHILLIPGIVEN@EARTHLINK.NET

PHONE:713-557-0808

LOCATED BETWEEN THE NORTH DETECTION BASING AND GREENS BAYOU.

THE WATER LINE LOCATED ON THE NORTH EAST CORNER OF THE SOUTH DETECTION BASIN OR THE SEWER LINE

16. HARRIS COUNTY UTILITY DISTRICT NO. 15, PHILLIP GIVENS, SHALL BE CONTACTED PRIOR TO ANY EXCAVATION NEAR

15. BENCH MARKS AND BASE LINES HAVE BEEN ESTABLISHED AT THE SITE BY THE GOVERNMENT.

OBVIOUSLY OUT OF SCALE.

14. DRAWINGS ARE GENERALLY TO SCALE, BUT SHOULD NOT BE SCALED. (NTS) IS SHOWN ONLY WHERE DRAWING IS

13. DIMENSIONS AND/OR ELEVATIONS MARKED THUS (NTS) ARE SHOWN NOT TO SCALE

DIMENSIONS IN THE FIELD.

12. DIMENSIONS AND/OR ELEVATIONS MARKED THUS (+) ARE APPROXIMATE. CONTRACTOR SHALL VERIFY ACTUAL

11. HORIZONTAL DISTANCES REFER TO THE NAD83 HORIZONTAL DATUM AND ARE MEASURED IN U.S. SURVEY FEET.

10. ELEVATIONS ARE IN FEET AND REFER TO NAVD88 (2004.65).

9. AZIMUTHS SHOWN ARE MEASURED CLOCKWISE FROM THE NORTH.

BE RESTRICTED OR THE REQUEST WILL BE DENIED. CALL (713) 837-7280 FOR AN APPLICATION.

THREE BUSINESS DAYS PRIOR TO THE DATE FOR WHICH THE CLOSURE IS SOUGHT. NOTE THAT WORKING HOURS MUST

HARRIS COUNTY MAINTENANCE BRANCH BEFORE CLOSING A LANE/SIDEWALK. THE REQUEST MUST BE MADE AT LEAST

8. THE CONTRACTOR MUST SECURE "LANE/SIDEWALK CLOSURE PERMITS" FROM CITY'S TRAFFIC MANAGEMENT AND

AUTHORITY.

STRUCTURE DISTURBED DURING CONSTRUCTION SHALL BE RESTORED TO THE SATISFACTION OF THE OWNING

7. ADEQUATE DRAINAGE SHALL BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION AND ANY DRAINAGE DITCH OR

PRIOR APPROVAL FROM THE CONTRACTING OFFICER.

COORDINATED AND APPROVED WITH THE CONTRACTING OFFICER. NO WORK WILL BE ALLOWED ON SUNDAYS WITHOUT

PRIOR TO 6:30 AM, AND SHALL CONCLUDE PRIOR TO 7:00 PM UNLESS ARRANGEMENTS TO THE CONTRARY HAVE BEEN

6. WHEN THE CONTRACTOR IS WORKING IN OR ADJACENT TO DEVELOPED AREAS, NO CONSTRUCTION SHALL COMMENCE

CONSTRUCTION.

CONTRACTOR SHALL VERIFY IN THE FIELD THE EXACT LOCATIONS AND DEPTHS PRIOR TO COMMENCING

5. ALL UTILITIES PRESENTED ON THESE DRAWINGS ARE SHOWN BASED ON THE BEST AVAILABLE INFORMATION. THE

THERETO, WITH NO COST TO THE CITY OF HOUSTON, DISTRICT OR OWNER.

AND ENGINEERING "STANDARD CONSTRUCTION SPECIFICATIONS" WITH LATEST ADDENDA AND AMENDMENTS

LINES. ALL DAMAGES SHALL BE REPAIRED IN ACCORDANCE WITH CITY OF HOUSTON, DEPARTMENT OF PUBLIC WORKS

4. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR ANY DAMAGE TO THE EXISTING PUBLIC OR PRIVATE UTILITY

PIPELINE/UTILITY.

3. THE CONTRACTOR SHALL NOTIFY PIPLINE/UTILITY OWNERS 48 HRS. PRIOR TO ANY WORK OVER OR ADJACENT TO THEIR

DEBRIS IN ACCORDANCE WITH ALL FEDERAL, STATE AND LOCAL LAWS.

2. THE CONTRACTOR WILL BE RESPONSIBLE FOR OBTAINING A DISPOSAL SITE FOR ALL EXCAVATED MATERIAL AND

WITH THE TEXAS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. (T.M.U.T.C.D.)

1. THE CONTRACTOR SHALL ESTABLISH A TRAFFIC CONTROL PLAN APPROVED BY THE CITY OF HOUSTON IN ACCORDANCE

GENERAL NOTES:

SOLICITATION NO. W9126G-16-B-0023.

AMENDMENT NO. 0001 TO

THIS DRAWING ACCOMPANIES

G-03

Sheet 3 of 81 Total For Project

Sheet 3 of 8 Total For Section of Engineers U.S. Army Corps

Galveston District

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FORT BEND CO.

CHAMBERS CO.

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BRAZORIA CO.

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HOBBY

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CO.

MONTGOMERY

SOLICITATION NO. W9126G-16-B-0023.

AMENDMENT NO. 0001 TO

THIS DRAWING ACCOMPANIES

C-27

C-28

C-24 C-25 C-26

LOCATION MAP - SHEETS

C-43 C-44

C-45

C-15 C-16 C-17

C-13

C-1 THRU C-4

C-42

C-21 C-22 C-23

C-18 C-19 C-20

C-14

C-41

C-40

GALVESTON

HOUSTON

FREEPORT

MATAGORDA

DALLAS

FT.

WORTH

AUSTIN

SAN ANTONIO

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Mexico

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VICINITY MAP

LOCATION

PROJECT

OF WORK

LOCATION

B90

90A

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Sheet 4 of 81 Total For Project

Sheet 4 of 8 Total For Section of Engineers U.S. Army Corps

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SOLICITATION NO. W9126G-16-B-0023.

G-05

Sheet 5 of 81 Total For Project

Sheet 5 of 8 Total For Section of Engineers U.S. Army Corps

Galveston District

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SOLICITATION NO. W9126G-16-B-0023.

G-06

Sheet 6 of 81 Total For Project

Sheet 6 of 8 Total For Section of Engineers U.S. Army Corps

Galveston District

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SOLICITATION NO. W9126G-16-B-0023.

G-07

Sheet 7 of 81 Total For Project

Sheet 7 of 8 Total For Section 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

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Drawing No.:

A c ti n g C h ie f, E n g in e e ri n g a n d C o n s tr u c ti o n D iv is io n

F il e

M o d e l

N a m e G -0

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G re e n s S D e te n ti o n B a s in P la n s A m e n d m e n ts A

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DETENTION BASIN RAMP DETAIL

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SOLICITATION NO. W9126G-16-B-0023.

AMENDMENT NO. 0001 TO

THIS DRAWING ACCOMPANIES

15'

BASE

FLEXIBLE

RAMP EMBANKMENT

EMBANKMENT

DETECTION BASIN

G-08

Sheet 8 of 81 Total For Project

Sheet 8 of 8 Total For Section of Engineers U.S. Army Corps

Galveston District

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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.:

A c ti n g C h ie f, E n g in e e ri n g a n d C o n s tr u c ti o n D iv is io n

F il e

M o d e l

N a m e G -0

S

T O

R M D

R A

IN

S

C H

E D

U L E

B y

M

O D

X M

A N

:1

:4

P

M D a te

T im e

W

C A

D D P ro je c ts H

S C -1

G re e n s S D e te n ti o n B a s in P la n s A m e n d m e n ts A

M D -G

H

S C -4

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SOLICITATION NO. W9126G-16-B-0023.

2. LOCATION OF PIPE IS DETERMINED LOOKING UPSTREAM.

1. REFER TO DRAWINGS S-19 AND S-20 FOR STORM DRAIN DETAILS.

NOTE: