13-Drawings.pdf

15 MB Posted

Attached to
ITB - Channel Erosion Repairs at Little Cypress Creek Watershed for Harris County Flood Control District
Solicitation number
25/0412
Issued by
Harris County, Texas

About this file

Written by GovTribe AI ·

This is a set of construction drawings for Channel Erosion Repairs at Little Cypress Creek Watershed prepared for the Harris County Flood Control District (HCFCD), Project ID L105-00-00-X007, located in the Spring-Cypress area of northwest Harris County, Texas. The project encompasses approximately 2,718 linear feet of channel erosion repairs involving the removal and replacement of existing corrugated metal pipe (CMP) and interceptor structures with 24-inch high-density polyethylene (HDPE) pipe. The scope includes excavation and grading of channel banks, installation of Grade No. 1 and Grade No. 2 riprap erosion protection, construction of backslope swales, tree removal and trimming with root pruning, installation of construction fencing along residential areas, and implementation of storm water pollution prevention measures. The project is divided into multiple sections with station points ranging from approximately Station 10+82 to Station 39+20, with several plan and profile sheets, cross-sections, and construction details provided for contractor guidance.

The construction details include specifications for interceptor structures, concrete pilot channels, storm sewer outfalls, and riprap placement at varying elevations and flowline slopes ranging from 0.10 percent to 2.50 percent. The drawings indicate the project involves coordination with multiple utility companies including CenterPoint Energy for gas lines, Comcast for conduits, and water authorities for 42-inch water line crossings. Site access is permitted via Louetta Road and Cypress Knoll Drive, with stabilized construction access requirements and designated concrete truck washout locations. All tree removal, trimming, and root pruning costs are noted as incidental to Section 2200 Site Preparation and Restoration, and contractor responsibilities include removal and proper disposal of all sediment from existing channel lining, installation and maintenance of erosion control structures, and securing the job site daily. The project was issued for bidding on December 19, 2025, with drawings dated December 1, 2025.

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4-Bid Guaranty and Performance.pdf PDF
3-Bid Bond and Bid Check Authorization Form.pdf PDF
14-Flood Control District Minimum Insurance Requirements.pdf PDF
11-Specifications.pdf PDF
1-Tax Residence Certification.pdf PDF
5-Harris County Contractors Safety Record Policy and Questionnaire.pdf PDF
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COUNTY JUDGE LINA HIDALGO

PCT . 1 RODNEY ELLIS PCT . 3 TOM S. RAMSEY, P.E.

PCT . 2 ADRIAN GARCIA PCT . 4 LESLEY BRIONES

EXECUTIVE DIRECTOR CHRISTINA (TINA) PETERSEN, PHD, P.E.

VICINITY MAP (PRECINCT 3)

KEY MAP 328 W, 328 S, 328 T

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LOCATION

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8 8

PRECINCT 2

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SHEET

NO. DESCRIPTION

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COVER SHEET

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SUMMARY OF QUANTITIES

SURVEY CONTROL MAP

PLAN & PROFILE

CROSS SECTIONS

SITE ACCESS PLAN

STORM WATER POLLUTION PREVENTION PLAN

STORM WATER POLLUTION PREVENTION PLAN NOTES

CONSTRUCTION DETAILS

TRAFFIC CONTROL PLAN

HCFCD ID# L105-00-00-X007

CHANNEL EROSION REPAIRS

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ISSUED FOR BIDDING

12/19/2025

JOB NO. 25/0412

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CAMPBELLFORD

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LUNDAR

AutoCAD SHX Text

INNIS-

AutoCAD SHX Text

FALL

AutoCAD SHX Text

CARDSTON

AutoCAD SHX Text Treeline

AutoCAD SHX Text Golf Course

AutoCAD SHX Text

CLAREHOLM

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BOWSMAN

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INDIAN

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HOUSTON

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WEST

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GREGSON

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GLEN

AutoCAD SHX Text Pillot

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KOHRVILLE

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CHAMPION

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WOODS

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COUNTRY

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MEADOW

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HOLLOW

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RUSTY

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PINE

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LARGS

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SEAN

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TRAIL

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DANE

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BROMMEL

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STATION

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METHIL

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BONNIE

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MEMORIAL

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NORTHCHAPEL

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LOWICK

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THORNHILL

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DAVID

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BANK

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JANGLEN

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CHASELOCH

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CHAPEL

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PINE

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MODBURY

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BENWICK

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KIRKLEIGH

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NEWKAY

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EDENBRIDGE

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CYPRESS

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HUFFMEISTER

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LITTLE

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CYPRESS

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JARVIS

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WILDERNESS

AutoCAD SHX Text Cypress

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HOUSTON

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SOUTH

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GALVESTON

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LEWIS

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WEST

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CENTRAL

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AutoCAD SHX Text 0.6

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AutoCAD SHX Text

SKINNER

AutoCAD SHX Text 0.6

AutoCAD SHX Text B290

AutoCAD SHX Text L

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CYPRESS

AutoCAD SHX Text Creek

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ROSEHILL

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CYPRESS

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PINSON

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ARBOR

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MTN

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HARNETT

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CYPRESSWOOD

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CHURCH

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CYPRESS -

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LAZY OAKS

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RANCH

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RANCH

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QUEENSLAKE

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SWANSBURY

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KINGS

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COURT

AutoCAD SHX Text 1.3

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BARKLEA

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BARKER-

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CYPRESS

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GRASS

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CYPRESS

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COPPER

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GOLDEN

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CYPRESS

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POINT

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RAWHIDE

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TEJAS

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SALT

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BOSTON POST

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BRADDOCKS

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SPRING - CYPRESS

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GOLDEN

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CYPRESS

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SKINNER

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HUFFMEISTER

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RUN

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CHAROLAIS

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LADINO

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LOST

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RUNNING

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FIELDS

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CYPRESS

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CYPRESS

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LINDSAY

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HONEYCOMB

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MOSS

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HOLLOW

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MEADOWS

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CHANNING WAY

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CYPRESS

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MCCALEXANDER

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LEEWAY

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DUFFTON

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MCCEARLY

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AUGUST

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MILLER CEMETERY

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LILA

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CYPRESS

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BEND

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DUNDEE

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PRAIRIE

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LEA

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CYPRESS

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FOURTEENTH

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GRASMERE

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VALLEY

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SHADOW

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WOODWORTH

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JARVIS

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JARVIS

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SHADY

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KNOLL

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ROLLING

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CRICKET

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WALLACH

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KURT-

AutoCAD SHX Text

ELL

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VALLEY

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PLEASANT

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GROVE

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CYPRESS

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PASS

AutoCAD SHX Text Cypress

AutoCAD SHX Text

ENCHANTED

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VALLEY

AutoCAD SHX Text Knigge

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BIRDCALL

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ADAMS RUN

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KEEPERS

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KNIGGE

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CEMETERY

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WAY

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MARKS

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SARAS

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RAVEN

AutoCAD SHX Text Hoff-

AutoCAD SHX Text Meister

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RAVENS CAW

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RAVEN

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FLIGHT

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BLACKBIRD

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HUFFMEISTER

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ENCHANTED

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MOSS

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CREEK

AutoCAD SHX Text Borgestedt

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MANSION

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HEATH

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OAKS

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MAGIC

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RIVER

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SUNSET

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VALLEY

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WOOD

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CREEK

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BLOSSOM

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NEW

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CYPRESS

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BONNYWOOD

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EARLYWOOD

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CYPRESS

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JENNY-

AutoCAD SHX Text Creek

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TEXAS

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ARMY

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RAVENHILL

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LAKECREST

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RAVENSONG

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SHAFT

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RAVENSWAY

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RETREAT

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CAMPSITE

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NEVERMORE

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RIFLEMAN

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LOUETTA

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CYPRESS GREEN

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CYPRESS FALLS

AutoCAD SHX Text Golf Course

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FARMS

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VALLEY

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SAGE

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TRACE

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CYPRESS

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CLUB

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CYPRESS GUN

AutoCAD SHX Text Little

AutoCAD SHX Text Cypress

AutoCAD SHX Text Area and

AutoCAD SHX Text Recreation

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PINEDALE

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RUN

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WAYNEWOOD

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CHAROLAIS

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LADINO

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SPRING-

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CYPRESS

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CYPRESS

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CYPRESS

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VIEW

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LEAF

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BRANCH

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CYPRESS

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TELGE

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YOUNGFIELD

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PALLWOOD

AutoCAD SHX Text Becker

AutoCAD SHX Text Cypress

AutoCAD SHX Text

WOODSIDE

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KLUGE

AutoCAD SHX Text Creek

AutoCAD SHX Text

MAXWELL

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BECKER CEMETERY

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CASABA

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CYPRESS

AutoCAD SHX Text

CYPRESS MEADOWS

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CYPRESS VALLEY

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CYPRESS RIDGE

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KNOLL

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CYPRESS

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PEACH MEADOW

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L105-00-00-X007 PROJECT LOCATION 2,718 LF

AutoCAD SHX Text

EB

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PM

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RH

AutoCAD SHX Text 12/01/2025

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CHANNEL EROSION REPAIRS

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HCFCD ID# L105-00-00-X007

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SCALE: AS NOTED

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DATE

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SUMMARY OF QUANTITIES

AutoCAD SHX Text 1 1

AutoCAD SHX Text 12/01/2025

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CHANNEL EROSION REPAIRS

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EB

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PM

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RH

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HCFCD ID# L105-00-00-X007

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SHEET NUMBER

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DRAWING NUMBER

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SCALE: AS NOTED

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DATE:

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DESCRIPTION

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DATE

AutoCAD SHX Text 1 6

AutoCAD SHX Text 11+00

AutoCAD SHX Text 12+00

AutoCAD SHX Text 13+00

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AutoCAD SHX Text 14+00

AutoCAD SHX Text 15+00

AutoCAD SHX Text 10+00

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PLAN & PROFILE BEGIN TO STA. 15+00

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EB

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PM

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RH

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CYPRESS VIEW DR (60' ROW)

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8" WATER

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16' UTILITY EASEMENT

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20' WATERLINE EASEMENT

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10' WATERLINE EASEMENT

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WATER VAULT

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CENTERPOINT ENERGY 2" IP PLA GAS

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COMCAST CONDUITS

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24" CMP

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24" CMP

AutoCAD SHX Text

REMOVE AND DISPOSE OF 24" CMP AND INTERCEPTOR

AutoCAD SHX Text STA. 14+50, 85.50' RT INSTALL 24" HDPE WITH TYPICAL BACKSLOPE INTERCEPTOR STRUCTURE.

AutoCAD SHX Text STA. 11+40, 76.50' LT INSTALL 24" HDPE WITH TYPICAL BACKSLOPE INTERCEPTOR STRUCTURE.

AutoCAD SHX Text

180' HCFCD EASEMENT

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T.O.B. WEST

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T.O.B. EAST

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EXIST. GRADE AT C

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24" CMP

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PROP. TOP OF BANK

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PROP. TOE OF SLOPE

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PROP. TOE OF SLOPE

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PROP. TOP OF BANK

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PROP. FLOWLINE @ 0.10%

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ELEV. 123.18

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MATCH EXISTING STA. 12+57 ELEV. 122.93

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MATCH EXISTING STA. 11+56 ELEV. 122.65

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MATCH EXISTING STA. 10+82 ELEV. 120.79

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EXIST. CONCRETE CHANNEL LINING

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SCALE

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PROP. 42" WATER IN STL CASING FL ELEV. = 98.50 (BY OTHERS)

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PROP. 42" WATER IN STL CASING (BY OTHERS)

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PROP. WATER MH (BY OTHERS)

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PROP. 42" WATER (BY OTHERS)

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PROP. WATER MH (BY OTHERS)

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PROP. 42" WATER IN STL CASING (BY OTHERS)

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PROP. 24" HDPE

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PROP. 24" HDPE

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30' WATERLINE EASEMENT

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30' WATERLINE EASEMENT

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PROP. FLOWLINE @ 2.50%

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PROP. 42" WATER AT PIPE CROSSING (BY OTHERS)

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HCFCD ESMT

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HCFCD ESMT

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DENSE WOODS

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LOT 1

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LOT 1

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LOT 2

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LOT 3

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DENSE WOODS

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LEGEND

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EXIST CONCRETE

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EXIST RIPRAP

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PROP. EXCAVATION

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PROP. RIPRAP

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TREE PROTECTION FENCE

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BACKSLOPE SWALE

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PROP. FILL

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PROP. GRADE NO. 1 RIPRAP

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PROP. GRADE NO. 1 RIPRAP

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STA. 12+77 ELEV. 122.95

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PROP. FLOWLINE @ 0.10%

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EXIST. GRADE AT C

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PROP. GRADE NO. 2 RIPRAP

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PROP. FILL

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PROP. FILL

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CHANNEL EROSION REPAIRS

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REMOVE AND DISPOSE OF 24" CMP AND INTERCEPTOR

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EXIST. RIPRAP

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EXIST. RIPRAP

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EXIST. RIPRAP

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LONGWOOD VILLAGE HOA

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CRAPE MYRTLE

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PINE

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CLEAR AND GRUB TREES

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EXIST. CONC. CHANNEL LINING

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REMOVE AND DISPOSE OF ALL SEDIMENT FROM CHANNEL LINING

AutoCAD SHX Text

CLEAR AND GRUB TREES

AutoCAD SHX Text NORTHWEST HARRIS COUNTY MUD No. 5 WASTEWATER TREATMENT PLANT

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10' CNP EASEMENT

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132' BUFFER ZONE EASEMENT

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HARRIS COUNTY FLOOD CONTROL DISTRICT

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REMOVE AND REUSE ON-SITE GRADE NO.1 RIPRAP MEETING HCFCD SPECIFICATIONS

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STA. 10+82

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TREE

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CLEAR AND GRUB TREE

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CLEAR AND GRUB TREES TO ROW (SEE NOTE 1)

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STA. 10+82 TO STA. 15+00

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REMOVE AND DISPOSE OF ALL SEDIMENT FROM CHANNEL LINING

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CONSTRUCTION NOTES:

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1. PRUNE TREE CANOPY FOR OAKS AND PINES ALONG ROW PRIOR TO PRUNE TREE CANOPY FOR OAKS AND PINES ALONG ROW PRIOR TO BACKSLOPE SWALE GRADING. REMOVE ALL INVASIVE SPECIES TREES (INCLUDING BUT NOT LIMITED) TO TALLOW, HACKEBERRY, CHINABERRY, DEAD TREES AND GRIND STUMP TO GRADE. PAYMENT FOR ALL TREE REMOVAL, TREE TRIMMING AND ROOT PRUNING IS INCIDENTAL TO SECTION 2200 SITE PREPARATION. 2. CONSTRUCTION FENCE TO BE INSTALLED ALONG LOUETTA RD (BOTH CONSTRUCTION FENCE TO BE INSTALLED ALONG LOUETTA RD (BOTH SIDES), CYPRESS KNOLL DR AND CYPRESS VIEW DR. INSTALL A 10 FT MAX LENGTH OF CONSTRUCTION FENCE AT ALL BACKYARD GATES ALONG BOTH SIDES OF THE DRAINAGE CHANNEL.

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CREPE MYRTLE

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OAK

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PROP. GRADE NO. 1 RIPRAP

AutoCAD SHX Text 18'

AutoCAD SHX Text STA. 14+75, 77.00' LT INSTALL 24" HDPE WITH TYPICAL BACKSLOPE INTERCEPTOR STRUCTURE.

AutoCAD SHX Text 110'

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EROSION

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REMOVE AND DISPOSE OF SEDIMENT

AutoCAD SHX Text 12/01/2025

AutoCAD SHX Text 1"=10' (V)

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PROP. GRADE NO. 2 RIPRAP

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HCFCD ID# L105-00-00-X007

AutoCAD SHX Text 6 26

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GAS GAS GAS GAS GAS GAS GAS GAS

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AutoCAD SHX Text 16+00

AutoCAD SHX Text 17+00

AutoCAD SHX Text 18+00

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SHEET NUMBER

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OF

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OF

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DRAWING NUMBER

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SCALE: AS NOTED

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DATE:

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PREPARED:

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APPROVED:

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REV

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DESCRIPTION

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DATE

AutoCAD SHX Text 2 6

AutoCAD SHX Text 19+00

AutoCAD SHX Text 20+00

AutoCAD SHX Text 15+00

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PLAN & PROFILE STA. 15+00 TO STA. 20+00

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EB

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RH

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14' UTILITY EASEMENT

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20' STM SWR EASEMENT

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16' UTILITY EASEMENT

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20' WATERLINE EASEMENT

AutoCAD SHX Text

180' HCFCD EASEMENT

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14' UTILITY EASEMENT

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24" CMP

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24" CMP

AutoCAD SHX Text

REMOVE AND DISPOSE OF 24" CMP TO EXIST. MANHOLE. INSTALL 24" HDPE PIPE.

AutoCAD SHX Text STA. 17+50, 77.00' LT INSTALL 24" HDPE WITH TYPICAL BACKSLOPE INTERCEPTOR STRUCTURE.

AutoCAD SHX Text

REMOVE AND DISPOSE OF 24" CMP AND INTERCEPTOR

AutoCAD SHX Text

REMOVE AND DISPOSE OF 24" CMP AND INTERCEPTOR

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8" WATER

AutoCAD SHX Text

CENTERPOINT ENERGY 2" IP PLA GAS

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COMCAST CONDUITS

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CENTERPOINT ENERGY 2" IP PLA GAS

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COMCAST CONDUITS

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T.O.B. WEST

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T.O.B. EAST

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EXIST. GRADE AT C

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24" CMP

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24" CMP

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PROP. TOP OF BANK

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PROP. TOP OF BANK

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PROP. TOE OF SLOPE

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PROP. TOE OF SLOPE

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STORM MANHOLE

AutoCAD SHX Text STA. 18+00, 84.50' RT INSTALL 24" HDPE WITH TYPICAL BACKSLOPE INTERCEPTOR STRUCTURE.

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AT&T HH

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ELEC. BOX

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AT&T CONDUITS

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PROP. FLOWLINE @ 0.10%

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ELEV. 123.18

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ELEV. 123.69

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REMOVE AND DISPOSE OF SEDIMENT

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REMOVE AND DISPOSE OF SEDIMENT

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PROP. 42" WATER (BY OTHERS)

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30' WATERLINE EASEMENT

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PROP. 24" HDPE

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PROP. 24" HDPE

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PROP. 42" WATER AT PIPE CROSSING (BY OTHERS)

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LOT 3

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LOT 4

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LOT 5

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LOT 6

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LOT 7

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LOT 8

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LOT 9

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LOT 10

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LOT 11

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LOT 12

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LOT 6

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LOT 7

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LOT 8

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HCFCD ESMT

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HCFCD ESMT

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HCFCD ESMT

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HCFCD ESMT

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PROP. FILL

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PROP. FILL

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DENSE WOODS

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LONGWOOD VILLAGE HOA

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TREE

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OAK

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OAK

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OAK

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CRAPE MYRTLE

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OAK

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CHANNEL EROSION REPAIRS

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HCFCD ID# L105-00-00-X007

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CLEAR AND GRUB TREES TO ROW (SEE NOTE 1)

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STA. 15+00 TO STA. 17+68

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PROP. GRADE NO. 1 RIPRAP

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PROP. GRADE NO. 1 RIPRAP

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CLEAR AND GRUB TREES TO ROW (SEE NOTE 1)

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STA. 15+50 TO STA. 18+80

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PROP. 24" HDPE

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OAK

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ELM

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OAK

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ASH

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OAK

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TRIM OAK TREES

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TRIM OAK TREE

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TRIM OAK TREE

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EROSION

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EROSION

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EROSION

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EROSION

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EROSION

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EROSION

AutoCAD SHX Text 12/01/2025

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SCALE

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LEGEND

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EXIST CONCRETE

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EXIST RIPRAP

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PROP. EXCAVATION

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PROP. RIPRAP

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TREE PROTECTION FENCE

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BACKSLOPE SWALE

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CONSTRUCTION NOTES:

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1. PRUNE TREE CANOPY FOR OAKS AND PINES ALONG ROW PRIOR TO PRUNE TREE CANOPY FOR OAKS AND PINES ALONG ROW PRIOR TO BACKSLOPE SWALE GRADING. REMOVE ALL INVASIVE SPECIES TREES (INCLUDING BUT NOT LIMITED) TO TALLOW, HACKEBERRY, CHINABERRY, DEAD TREES AND GRIND STUMP TO GRADE. PAYMENT FOR ALL TREE REMOVAL, TREE TRIMMING AND ROOT PRUNING IS INCIDENTAL TO SECTION 2200 SITE PREPARATION. 2. CONSTRUCTION FENCE TO BE INSTALLED ALONG LOUETTA RD (BOTH CONSTRUCTION FENCE TO BE INSTALLED ALONG LOUETTA RD (BOTH SIDES), CYPRESS KNOLL DR AND CYPRESS VIEW DR. INSTALL A 10 FT MAX LENGTH OF CONSTRUCTION FENCE AT ALL BACKYARD GATES ALONG BOTH SIDES OF THE DRAINAGE CHANNEL.

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PROP. FILL

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PM

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TRIM TREES

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AutoCAD SHX Text 41'

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AutoCAD SHX Text 18'

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GAS

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L105-00-00

LOUETTA RD

(100' ROW

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SA

RAMON A. HERRERA

90990

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SHEET NUMBER

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OF

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OF

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DRAWING NUMBER

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SCALE: AS NOTED

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DATE:

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PREPARED:

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CHECKED:

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APPROVED:

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REV

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APPR

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DESCRIPTION

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DATE

AutoCAD SHX Text 3 6

AutoCAD SHX Text 24+00

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AutoCAD SHX Text 20+00

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PLAN & PROFILE STA. 20+00 TO STA. 25+00

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EB

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RH

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16' UTILITY EASEMENT

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20' WATERLINE EASEMENT

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180' HCFCD EASEMENT

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14' UTILITY EASEMENT

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42" RCP

AutoCAD SHX Text STA. 21+50, 82.00' RT INSTALL 24" HDPE WITH TYPICAL BACKSLOPE INTERCEPTOR STRUCTURE.

AutoCAD SHX Text STA. 21+00, 77.00' LT INSTALL 24" HDPE WITH TYPICAL BACKSLOPE INTERCEPTOR STRUCTURE.

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6'X6' RCB

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16' UTILITY EASEMENT

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8" WATER

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CENTERPOINT ENERGY 2" IP PLA GAS

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COMCAST CONDUITS

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CENTERPOINT ENERGY 2" IP PLA GAS

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COMCAST CONDUITS

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12" WATER

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CENTERPOINT ENERGY 2" IP PLA GAS

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T.O.B. EAST

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T.O.B. WEST

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EXIST. GRADE AT C

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42" RCP

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6'X6' RCB

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PROP. TOP OF BANK

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PROP. TOP OF BANK

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PROP. TOE OF SLOPE

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PROP. TOE OF SLOPE

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AT&T CONDUITS

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AT&T PEDESTAL

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PROP. FLOWLINE @ 0.10%

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ELEV. 123.69

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MATCH EXISTING STA. 22+65 ELEV. 123.96

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REMOVE AND DISPOSE OF SEDIMENT

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PROP. WATER MH (BY OTHERS)

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PROP. 24" HDPE

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30' WATERLINE EASEMENT

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PROP. 42" WATER (BY OTHERS)

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PROP. 24" HDPE

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PROP. 42" WATER AT PIPE CROSSING (BY OTHERS)

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LOT 12

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LOT 13

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LOT 14

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LOT 15

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LOT 16

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LOT 1

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LOT 2

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LOT 3

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LOT 4

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LOT 5

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LOT 6

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LOT 1

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COMCAST CONDUITS

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HCFCD ESMT

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HCFCD ESMT

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HCFCD ESMT

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STA. 22+45 ELEV. 123.94

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PROP. FLOWLINE @ 0.10%

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PROP. GRADE NO. 1 RIPRAP

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PROP. GRADE NO. 1 RIPRAP

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CHANNEL EROSION REPAIRS

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EXIST. RIPRAP

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EXIST. CONCRETE CHANNEL LINING

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REMOVE AND REUSE ON-SITE GRADE NO.1 RIPRAP MEETING HCFCD SPECIFICATIONS

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REMOVE AND DISPOSE OF ALL SEDIMENT FROM CHANNEL LINING

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REMOVE AND DISPOSE OF ALL SEDIMENT FROM CHANNEL LINING

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EXIST. CONCRETE CHANNEL LINING

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CRAPE MYRTLE

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PROP. GRADE NO. 1 RIPRAP

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PINE

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OAK

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CRAPE MYRTLE

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SWEETGUM

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EROSION

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EROSION

AutoCAD SHX Text 12/01/2025

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SCALE

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LEGEND

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EXIST CONCRETE

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EXIST RIPRAP

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PROP. EXCAVATION

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PROP. RIPRAP

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TREE PROTECTION FENCE

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BACKSLOPE SWALE

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CONSTRUCTION NOTES:

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1. PRUNE TREE CANOPY FOR OAKS AND PINES ALONG ROW PRIOR TO PRUNE TREE CANOPY FOR OAKS AND PINES ALONG ROW PRIOR TO BACKSLOPE SWALE GRADING. REMOVE ALL INVASIVE SPECIES TREES (INCLUDING BUT NOT LIMITED) TO TALLOW, HACKEBERRY, CHINABERRY, DEAD TREES AND GRIND STUMP TO GRADE. PAYMENT FOR ALL TREE REMOVAL, TREE TRIMMING AND ROOT PRUNING IS INCIDENTAL TO SECTION 2200 SITE PREPARATION. 2. CONSTRUCTION FENCE TO BE INSTALLED ALONG LOUETTA RD (BOTH CONSTRUCTION FENCE TO BE INSTALLED ALONG LOUETTA RD (BOTH SIDES), CYPRESS KNOLL DR AND CYPRESS VIEW DR. INSTALL A 10 FT MAX LENGTH OF CONSTRUCTION FENCE AT ALL BACKYARD GATES ALONG BOTH SIDES OF THE DRAINAGE CHANNEL.

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PROP. FILL

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PM

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HCFCD ID# L105-00-00-X007

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OH OH OH OH OH OH OH OH OH OH OH OH

OH

OH

OH

OH

GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS

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GAS

GAS

GAS

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RAMON A. HERRERA

90990

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SHEET NUMBER

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OF

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OF

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SCALE: AS NOTED

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DATE:

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PREPARED:

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APPROVED:

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REV

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DESCRIPTION

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DATE

AutoCAD SHX Text 4 6

AutoCAD SHX Text 29+00

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AutoCAD SHX Text 25+00

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PLAN & PROFILE STA. 25+00 TO STA. 30+00

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EB

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RH

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16' UTILITY EASEMENT

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180' HCFCD EASEMENT

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14' UTILITY EASEMENT

AutoCAD SHX Text STA. 28+00, 83.00' RT INSTALL 24" HDPE PIPE WITH TYPICAL BACKSLOPE INTERCEPTOR STRUCTURE.

AutoCAD SHX Text STA. 27+50, 85.00' LT INSTALL 24" HDPE PIPE WITH TYPICAL BACKSLOPE INTERCEPTOR STRUCTURE.

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6'X6' RCB

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CENTERPOINT ENERGY 4" IP PLA GAS

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COMCAST CONDUITS

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24" CMP

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24" CMP

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REMOVE AND DISPOSE OF 24" CMP AND INTERCEPTOR

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REMOVE AND DISPOSE OF 24" CMP AND INTERCEPTOR

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CENTERPOINT ENERGY 2" IP PLA GAS

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COMCAST CONDUITS

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6'X6' RCB

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T.O.B. WEST

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T.O.B. EAST

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EXIST. GRADE AT C

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24" CMP

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PROP. TOP OF BANK

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PROP. TOP OF BANK

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PROP. TOE OF SLOPE

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PROP. TOE OF SLOPE

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PROP. FLOWLINE @ 0.17%

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MATCH EXISTING STA. 25+83 ELEV. 125.50

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PROP. 24" HDPE

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PROP. 24" HDPE

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ELEV. 126.19

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LOT 12

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LOT 1

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LOT 13

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LOT 14

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LOT 15

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LOT 16

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LOT 17

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LOT 18

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LOT 17

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LOT 16

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LOT 15

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LOT 14

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LOT 13

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COMCAST CONDUITS

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HCFCD ESMT

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HCFCD ESMT

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HCFCD ESMT

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HCFCD ESMT

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16' UTILITY EASEMENT

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PROP. GRADE NO. 1 RIPRAP

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STA. 26.03 ELEV. 125.52

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PROP. FLOWLINE @ 0.10%

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PROP. GRADE NO. 1 RIPRAP

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PROP. GRADE NO. 1 RIPRAP

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PROP. FILL

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CHANNEL EROSION REPAIRS

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EXIST. CONCRETE CHANNEL LINING

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REMOVE AND DISPOSE OF ALL SEDIMENT FROM CHANNEL LINING

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REMOVE AND REUSE ON-SITE GRADE NO.1 RIPRAP MEETING HCFCD SPECIFICATIONS

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REMOVE AND DISPOSE OF ALL SEDIMENT FROM CHANNEL LINING

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25' BUILDING EASEMENT

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10' SAN SWR EASEMENT

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PINE

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CRAPE MYRTLE

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CRAPE MYRTLE

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CHINABERRY

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CHINABERRY

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TALLOW

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CHINABERRY (DEAD)

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CHINABERRY

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CRAPE MYRTLE

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HACKBERRY

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YOUPON

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PINE

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YOUPON

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HACKBERRY

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CLEAR AND GRUB TREES TO ROW (SEE NOTE 1)

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STA. 25+45 TO STA. 30+00

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TRIM PINE TREES

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EROSION

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EROSION

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EROSION

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EROSION

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EROSION

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REMOVE AND DISPOSE OF SEDIMENT

AutoCAD SHX Text 12/01/2025

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SCALE

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LEGEND

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EXIST CONCRETE

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EXIST RIPRAP

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PROP. EXCAVATION

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PROP. RIPRAP

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TREE PROTECTION FENCE

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BACKSLOPE SWALE

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CONSTRUCTION NOTES:

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1. PRUNE TREE CANOPY FOR OAKS AND PINES ALONG ROW PRIOR TO PRUNE TREE CANOPY FOR OAKS AND PINES ALONG ROW PRIOR TO BACKSLOPE SWALE GRADING. REMOVE ALL INVASIVE SPECIES TREES (INCLUDING BUT NOT LIMITED) TO TALLOW, HACKEBERRY, CHINABERRY, DEAD TREES AND GRIND STUMP TO GRADE. PAYMENT FOR ALL TREE REMOVAL, TREE TRIMMING AND ROOT PRUNING IS INCIDENTAL TO SECTION 2200 SITE PREPARATION AND RESTORATION. 2. CONSTRUCTION FENCE TO BE INSTALLED ALONG LOUETTA RD (BOTH CONSTRUCTION FENCE TO BE INSTALLED ALONG LOUETTA RD (BOTH SIDES), CYPRESS KNOLL DR AND CYPRESS VIEW DR. INSTALL A 10 FT MAX LENGTH OF CONSTRUCTION FENCE AT ALL BACKYARD GATES ALONG BOTH SIDES OF THE DRAINAGE CHANNEL.

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PROP. FILL

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PM

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HCFCD ID# L105-00-00-X007

AutoCAD SHX Text 9 26

OH OH OH OH OH OH OH OH OH OH OHGAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS

GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS

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30+00 31+00 32+00 33+00 34+00 35+0030+00 31+00 32+00 33+00 34+00 35+00

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RAMON A. HERRERA

90990

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SHEET NUMBER

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OF

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OF

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DRAWING NUMBER

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SCALE: AS NOTED

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DATE:

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PREPARED:

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APPROVED:

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APPR

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DESCRIPTION

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DATE

AutoCAD SHX Text 5 6

AutoCAD SHX Text 34+00

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PLAN & PROFILE STA. 30+00 TO STA. 35+00

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EB

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RH

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16' UTILITY EASEMENT

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180' HCFCD EASEMENT

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14' UTILITY EASEMENT

AutoCAD SHX Text STA. 32+00, 82.50' RT INSTALL 24" HDPE PIPE WITH TYPICAL BACKSLOPE INTERCEPTOR STRUCTURE.

AutoCAD SHX Text STA. 31+50, 86.50' LT INSTALL 24" HDPE PIPE WITH TYPICAL BACKSLOPE INTERCEPTOR STRUCTURE.

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CENTERPOINT ENERGY 4" IP PLA GAS

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COMCAST CONDUITS

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24" CMP

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24" CMP

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REMOVE AND DISPOSE OF 24" CMP AND INTERCEPTOR

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REMOVE AND DISPOSE OF 24" CMP AND INTERCEPTOR

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CENTERPOINT ENERGY 2" IP PLA GAS

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COMCAST CONDUITS

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T.O.B. WEST

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T.O.B. EAST

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EXIST. GRADE AT C

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24" CMP

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PROP. TOP OF BANK

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PROP. TOP OF BANK

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PROP. TOE OF SLOPE

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PROP. TOE OF SLOPE

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PROP. FLOWLINE @ 0.17%

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ELEV. 127.03

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PROP. 24" HDPE

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PROP. 24" HDPE

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ELEV. 126.19

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LOT 18

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LOT 19

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LOT 20

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LOT 21

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LOT 25

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LOT 11

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HCFCD ESMT

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HCFCD ESMT

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HCFCD ESMT

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HCFCD ESMT

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LOT 22

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LOT 23

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LOT 24

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LOT 26

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LOT 10

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LOT 9

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LOT 8

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LOT 7

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LOT 6

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LOT 12

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LOT 13

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PROP. GRADE NO. 1 RIPRAP

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CHANNEL EROSION REPAIRS

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STA. 34+00

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PROP. GRADE NO. 1 RIPRAP

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PINE

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PALM

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CLEAR AND GRUB TREES TO ROW (SEE NOTE 1)

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STA. 30+00 TO STA. 35+00

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PINE TREES TO REMAIN

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EROSION

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EROSION

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EROSION

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EROSION

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REMOVE AND DISPOSE OF SEDIMENT

AutoCAD SHX Text 12/01/2025

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SCALE

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LEGEND

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EXIST CONCRETE

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EXIST RIPRAP

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PROP. EXCAVATION

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PROP. RIPRAP

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TREE PROTECTION FENCE

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BACKSLOPE SWALE

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CONSTRUCTION NOTES:

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1. PRUNE TREE CANOPY FOR OAKS AND PINES ALONG ROW PRIOR TO PRUNE TREE CANOPY FOR OAKS AND PINES ALONG ROW PRIOR TO BACKSLOPE SWALE GRADING. REMOVE ALL INVASIVE SPECIES TREES (INCLUDING BUT NOT LIMITED) TO TALLOW, HACKEBERRY, CHINABERRY, DEAD TREES AND GRIND STUMP TO GRADE. PAYMENT FOR ALL TREE REMOVAL, TREE TRIMMING AND ROOT PRUNING IS INCIDENTAL TO SECTION 2200 SITE PREPARATION AND RESTORATION. 2. CONSTRUCTION FENCE TO BE INSTALLED ALONG LOUETTA RD (BOTH CONSTRUCTION FENCE TO BE INSTALLED ALONG LOUETTA RD (BOTH SIDES), CYPRESS KNOLL DR AND CYPRESS VIEW DR. INSTALL A 10 FT MAX LENGTH OF CONSTRUCTION FENCE AT ALL BACKYARD GATES ALONG BOTH SIDES OF THE DRAINAGE CHANNEL.

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PROP. FILL

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PM

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HCFCD ID# L105-00-00-X007

AutoCAD SHX Text 10 26

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REMOVE GARDEN ENCROACHMENT STA 30+70

OH OH OH OH OH OH OH OH OH OH

GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS

GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAST T T T T T T

T T T T T T T T

35+00 36+00 37+00 38+00 39+0039+2035+00 36+00 37+00 38+00 39+0039+20

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90990

AutoCAD SHX Text 36+00

AutoCAD SHX Text 37+00

AutoCAD SHX Text 38+00

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SHEET NUMBER

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OF

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OF

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DRAWING NUMBER

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SCALE: AS NOTED

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DATE:

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PREPARED:

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EB

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CHECKED:

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APPROVED:

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RH

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REV

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APPR

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DESCRIPTION

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DATE

AutoCAD SHX Text 6 6

AutoCAD SHX Text 39+00

AutoCAD SHX Text 35+00

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PLAN & PROFILE STA. 35+00 TO END

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16' UTILITY EASEMENT

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180' HCFCD EASEMENT

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14' UTILITY EASEMENT

AutoCAD SHX Text STA. 36+00, 82.50' RT INSTALL 24" HDPE WITH TYPICAL BACKSLOPE INTERCEPTOR STRUCTURE.

AutoCAD SHX Text STA. 35+50, 86.50' LT INSTALL 24" HDPE WITH TYPICAL BACKSLOPE INTERCEPTOR STRUCTURE.

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CENTERPOINT ENERGY 4" IP PLA GAS

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COMCAST CONDUITS

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66" RCP

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CENTERPOINT ENERGY 2" IP PLA GAS

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COMCAST CONDUITS

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T.O.B. WEST

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T.O.B. EAST

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EXIST. GRADE AT C

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66" RCP

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PROP. TOP OF BANK

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PROP. TOP OF BANK

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PROP. TOE OF SLOPE

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PROP. TOE OF SLOPE

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STORM MANHOLE

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PROP. FLOWLINE @ 0.17%

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ELEV. 127.02

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MATCH EXISTING STA. 38+00 ELEV. 127.53

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REMOVE AND DISPOSE OF SEDIMENT

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PROP. 24" HDPE

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PROP. 24" HDPE

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LOT 26

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LOT 27

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LOT 28

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LOT 29

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LOT 30

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LOT 31

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LOT 32

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LOT 6

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LOT 5

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LOT 4

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LOT 3

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LOT 2

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LOT 1

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HCFCD ESMT

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HCFCD ESMT

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HCFCD ESMT

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HCFCD ESMT

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PROP. GRADE NO. 1 RIPRAP

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STA. 37+80 ELEV. 127.50

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PROP. FLOWLINE @ 0.17%

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PROP. GRADE NO. 1 RIPRAP

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CHANNEL EROSION REPAIRS

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EXIST. CONCRETE CHANNEL LINING

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REMOVE AND DISPOSE OF ALL SEDIMENT FROM CHANNEL LINING

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REMOVE AND DISPOSE OF ALL SEDIMENT FROM CHANNEL LINING

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10' UTILITY EASEMENT

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25' STM SWR EASEMENT

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REMOVE AND REUSE ON-SITE GRADE NO.1 RIPRAP MEETING HCFCD SPECIFICATIONS

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PINE

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PINE

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PINE

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PINE

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PINE

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PINE

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PINE

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PINE

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PINE

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OAK

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CHINABERRY

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OAK

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OAK

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CHINABERRY

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CHINABERRY

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ELM

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YAUPON

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TALLOW

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CHINABERRY

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PINE

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TRIM OAK TREE

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CLEAR AND GRUB TREES TO ROW (SEE NOTE 1)

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STA. 35+00 TO STA. 38+95

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EROSION

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EROSION

AutoCAD SHX Text 12/01/2025

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SCALE

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LEGEND

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EXIST CONCRETE

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EXIST RIPRAP

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PROP. EXCAVATION

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PROP. RIPRAP

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TREE PROTECTION FENCE

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BACKSLOPE SWALE

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CONSTRUCTION NOTES:

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1. PRUNE TREE CANOPY FOR OAKS AND PINES ALONG ROW PRIOR TO PRUNE TREE CANOPY FOR OAKS AND PINES ALONG ROW PRIOR TO BACKSLOPE SWALE GRADING.

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