31-Addendum No. 1 - Plans and Drawings (Proposed Typical Sections).pdf

PDF 180 KB Posted

Attached to
ITB – Drainage Improvements in the Barwood Subdivision (2018) for Harris County Precinct 3 (CDBG-MIT / GLO)
Solicitation number
25/0227
Issued by
Harris County, Texas

About this file

Written by GovTribe AI ·

This is an engineering design document from the Harris County Engineering Department for a drainage improvement project in the Brays Subdivision. The technical drawing depicts a proposed typical road cross-section with detailed specifications for road construction, including a 60' right-of-way, 6" concrete curb, and a stabilized subgrade prepared with lime. The drawing includes precise measurements for water and electrical service relocations, subgrade preparation, and road grading across multiple drive sections such as Advance Drive, Beachil Drive, Chatham Drive, and Amado Drive, with station points ranging from 24+00 to 31+00.

The document appears to be part of a 2018 drainage mitigation project, with specific engineering requirements for soil composition, including a 6" minimum stabilized subgrade prepared with lime and compacted to achieve a maximum dry density with an optimal moisture content per geotechnical recommendations. The design includes detailed utility relocations for 1" water and electrical services, longitudinal steel reinforcement, and precise grading specifications. The project is being executed by Brooks & Sparks Inc. as the engineering contractor, with clear technical specifications for road construction and drainage improvements.

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EXIST. R.O.W.

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EXIST. R.O.W.

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%%UPROPOSED TYPICAL SECTION

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EXIST. SIDEWALK

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EXIST. SIDEWALK

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%%UNOTE:

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PREVENT EROSION UNTIL STAND OF

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GRASS IS ESTABLISHED.

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USE 16 INCH STRIP OF SOD GRASS TO

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GAS (DEPTH VARIES)

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EXIST. WATER (DEPTH VARIES)

AutoCAD SHX Text PROP. 1" WATER SERVICE 1" WATER SERVICE AND 1" ELECTRICAL 1" ELECTRICAL (RELOCATE BY CONTRACTOR)

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PROP. 4'X3' RCB

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SOD SEE NOTE 1

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6" CONC. PVMT.

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EXIST. WTR METER

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EXIST. STM. SWR.

AutoCAD SHX Text EXIST. 1" WATER SERVICE 1" WATER SERVICE AND 1" ELECTRICAL 1" ELECTRICAL (TO REMAIN)

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EXIST. R.O.W.

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EXIST. R.O.W.

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%%UPROPOSED TYPICAL SECTION

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EXIST. SIDEWALK

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EXIST. SIDEWALK

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ROADWAY

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CAMPOS DRIVE STA. 2+00 TO 16+00

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CAMPOS DRIVE STA. 18+00 TO 21+00

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GAS (DEPTH VARIES)

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EXIST. WATER (DEPTH VARIES)

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PROP. 4'X3' RCB

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6" CONC. PVMT.

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EXIST. WTR METER

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EXIST. STM. SWR.

AutoCAD SHX Text EXIST. 1" WATER SERVICE 1" WATER SERVICE AND 1" ELECTRICAL 1" ELECTRICAL (TO REMAIN)

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ASTE LANE STA. 12+00 TO 13+00

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EXIST. CONCRETE (6")

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EXIST. CONCRETE (6")

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ROADWAY

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ADVANCE DRIVE STA. 2+00 TO 11+00

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ADVANCE DRIVE STA. 12+00 TO 18+00

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BEXHILL DRIVE STA. 2+00 TO 7+00

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BEXHILL DRIVE STA. 8+00 TO 12+00

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CHETMAN DRIVE STA. 3+00 TO 6+00

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AMADO DRIVE STA. 2+00 TO 7+00

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AMADO DRIVE STA. 8+00 TO 12+00

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PANTANO DRIVE STA. 21+00 TO 26+00

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PANTANO DRIVE STA. 27+00 TO 31+00

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STEEL #5 @ 24"

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LONGITUDINAL

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STEEL #5 @ 12"

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TRANSVERSE

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STEEL #5 @ 24"

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LONGITUDINAL

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STEEL #5 @ 12"

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TRANSVERSE

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TOP OF SOD AT FINISH GRADE TO

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NOT BLOCK DRAINAGE.

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PROP. 6" CONC. CURB

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PROP. 6" CONC. CURB

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SOD SEE NOTE 1

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DRAWN BY:

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CK'D BY:

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SCALE:

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DATE:

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NO.

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REVISIONS

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NAME

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APPROVED BY:

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PROJECT TITLE:

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SHEET DESCRIPTION:

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JRC

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SHEET NO:

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HARRIS COUNTY

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ENGINEERING DEPARTMENT

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TEXAS REGISTERED ENGINEERING FIRM F-880

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COM

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BARWOOD SUBDIVISION DRAINAGE IMPROVEMENTS - 2018 (E132 MITIGATION)

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BROOKS & SPARKS, INC.

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JAMES R. CARTWRIGHT

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PROPOSED TYPICAL SECTIONS

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UPDATED SUBGRADE

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TJK

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File details come from the government source that posted it. Updated .