Midline Sections 6-8 Landscape Improvements Bid Set.pdf

PDF 24 MB Posted Sep 9, 2026

Attached to: Midline Sections 6-8 Landscape Improvements
Solicitation number: 126-061
Issued by: Harris County, Texas

About this file

Written by GovTribe AI · Sep 9, 2026

This is a landscape improvements bid set for Midline Sections 6-8 prepared for Baybrook Municipal Utility District No. 1 in Houston, Texas. The project encompasses community fencing, concrete sidewalks, decomposed granite plazas, site furnishings, landscape improvements, and irrigation installation across three sections (6, 7, and 8) located at Stella Link Road, Houston, TX 77025. The bid set includes overall plans, layout plans (sheets L1.01-L1.16), construction details (sheets L1.17-L1.19), planting plans and details (sheets L3.01-L3.18), and supporting documentation including stormwater pollution prevention plan (SWPPP) layouts and details. The project involves multiple Harris County permits (Midline Section 6 HC Permit No. 2506260207, Midline Section 7 HC Permit No. 2506260172, Midline Section 8 HC Permit No. 2507240122, Midline Beamer Phase 2 HC Permit No. 2506060091, and Midline Fife Lane HC Permit No. 2408020061). The bid set was issued for bid on September 4, 2026, with construction details addressing water lines, wastewater systems, storm drainage, paving, and utility installation requirements in compliance with City of Houston and Harris County specifications.

Construction requirements include reinforced concrete storm sewers (C76 Class III), cement-stabilized sand bedding and backfill, concrete paving with medium broom finish, decorative gravel applications, brick thinwall construction with specific material specifications (Port Edward and Cimarron Western King Size brick), eight-foot upgraded wood fencing, concrete walks meeting ADA regulations with 2% maximum cross slopes, and landscape furnishings including trash receptacles, dog waste stations, picnic tables, and shade structures. All work must comply with Harris County floodplain management regulations, requiring 24-hour notification to Harris County Engineering Department prior to utility and paving construction at (713) 274-3823 and 48-hour written notification to the Public Review Department. The contractor must verify underground utility locations by contacting the call center at (713) 881-3210 prior to construction. Material specifications include concrete pavers from Keystone Hardscape in Katy, specific brick types supplied through Cloud Ceramics via Upchurch Kimbrough, decomposed granite in Texas Pink from Alamo Stone, and site furnishings from designated suppliers. The project requires coordination with structural and irrigation engineers, with James Pole Irrigation serving as the irrigation consultant and Fractal serving as the structural engineer.

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OVERALL PLAN L1.00

HC EXPRESS REVIEW SHEET L0.01

HCFC EXPRESS REVIEW SHEET L0.02

LAYOUT PLANS L1.01 - L1.16

CONSTRUCTION DETAILS L1.17 - L1.19

CONSTRUCTION DETAILS, NOTES

AND SCHEDULE L1.20

PLANTING PLAN L3.01 - L3.16

PLANTING DETAILS L3.17

PLANTING NOTES AND SCHEDULE L3.18

SERVICE AREA MAP 43

SWPPP LAYOUT 44

SWPPP DETAIL 45

TITLE SHEET NO.

CCA PROJECT NO.

10401 STELLA LINK RD HOUSTON, TX 77025 T: 713.871.1414 CLARKCONDON.COM

MIDLINE

SECTIONS 6 - 8

Landscape Improvements

Baybrook Municipal Utility District No. 1 Houston, Texas

ISSUE FOR BID

09.04.2026

126-061

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VICINITY MAP

PROJECT LOCATION

LOCATION MAP

PROJECT LOCATION

PROJECT LOCATIONPROJECT LOCATION

HARRIS COUNTY CONTRUCTION NOTES:

1. WATER LINES, WASTEWATER COLLECTION SYSTEMS, AND STORM DRAINAGE SYSTEMS

SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE CITY OF

HOUSOTN'S, DEPARTMENT OF PUBLIC WORKS AND ENGINEERING "DESIGN MANUAL,

STANDARD CONSTRUCTION SPECIFICATIONS, AND DETAILS FOR WASTEWATER

COLLECTION SYSTEMS, WATER LINES, STORM DRAIAGE AND STREET PAVING".

2. ALL STORM SEWER WILL BE REINFORCED CONCRETE (C76 CLASS III) AND SHALL BE

INSTALLED, BEDDED AND BACKFILLED IN ACCORDANCE WITH THE CITY OF HOUSTON'S

DRAWINGS 02317-02, 02317-03, 02317-05, 02317-06 AND 02317-07 AS APPLICABLE.

3. ALL STORM SEWERS CONSTRUCTED IN SIDE LOT EASEMENTS SHALL BE R.C.P.,

MINIMUM TWENTY (20) FOOT WIDE EASEMENTS SHALL BE PROVIDED.

4. AN ALTERNATIVE TO CEMENT STABILIZED SAND MAY BE USED AS BACKFILL FOR PIPES

(54) INCH AND LARGER, FROM 1-FOOT ABOVE THE TOP OF THE PIPE TO THE BOTTOM OF

THE SUBGRADE. CONTRACTOR MAY BACKFILL WITH SUITABLE MATERIAL, PROVIDED

THE BACKFILL MATERIAL IS PLACED IN EIGHT (8) INCH LIFTS AND MECHANICALLY

COMPACTED TO NINETY-FIVE (95)% STANDARD PROCTOR DENSITY. TESTS SHALL BE

TAKEN AT ONE HUNDRED (100) FOOT INTERVALS ON EACH LIFT. BEDDING AND BACKFILL

TO ONE (1) FOOT ABOVE THE TOP OF THE PIPE SHALL BE CEMENT-STABILIZED SAND.

5. ALL PROPOSED PIPE STUB-OUTS FROM MANHOLES OR INLETS ARE TO BE PLUGGED

WITH EIGHT (8) INCH BRICK WALLS UNLESS OTHERWISE NOTED.

6. THE CONTRACTOR(S) SHALL NOTIFY HARRIS COUNTY ENGINEERING DEPARTMENT -

PERMIT OFFICE TWENTY-FOUR (24) HOUSRS IN ADVANCE OF COMMENCING UTILITY

AND/OR PAVING CONSTRUCTION AT (713) 274-3823 AND WRITTEN NOTIFICATION

FORTY-EIGHT (48) HOURS IN ADVANCE OF COMMENCING CONSTRUCTION AT 10555

NORTHWEST FREEWAY, SUITE 144, HOUSTON, TX 77092.

7. PAVING SHALL BE IN ACCORDANCE WITH THE "REGULATIONS OF HARRIS COUNTY,

TEXAS FOR THE APPROVAL AND ACCEPTANCE OF INFRASTRUCTURE" AND/OR

AMENDMENTS OF THE SAME.

8. GUIDELINES SET FORTH IN THE LATEST EDITION OF THE "TEXAS MANUAL ON UNIFORM

TRAFFIC CONTROL DEVICES, TMUCD WITH REVISIONS" SHALL BE OBSERVED.

9. OWNER OR OWNER'S AGENT TO OBTAIN ALL PERMITS REQUIRED BY THE

"REGULATIONS OF HARRIS COUNTY, TEXAS FOR FLOODPLAIN MANAGEMENT" PRIOR TO

STARTING CONSTRUCTION.

10. OWNER OR OWNER'S AGENT TO OBTAIN ALL NOTIFICATIONS REQUIRED BY HARRIS

COUNTY, TEXAS PRIOR TO STARTING CONSTRUCTION OF UTILITIES AND/OR CULVERTS

WITHIN HARRIS COUNTY AND HARRIS COUNTY FLOOD CONTROL DISTRICT

RIGHTS-OF-WAY.

48 HOUR NOTICE:

CONTRACTOR SHALL NOTIFY HARRIS COUNTY PRIOR TO COMMENCING

CONSTRUCTION AND/OR BACKFILLING ANY UTILITIES. CONTRACTOR(S) TO CONTACT

PUBLIC REVIEW DEPARTMENT @ (713-274-3931) OR (public.reveiw@hcpid.org).

1. CONSTRUCTION OF FACILITIES AND/OR PAVING WORK WITHIN PUBLIC RIGHT-OF-WAY

NOTIFICATIONS (PERMIT) ISSUED BY HARRIS COUNTY PUBLIC INFRASTRUCTURE DEPARTMENT

- PERMITS OFFICE - IS REQUIRED FOR PROPOSED WORK WITHIN HARRIS COUNTY

RIGHT-OF-WAY. THE PROJECT MUST BE APPROVED PRIOR TO OBTAINING THE REQUIRED

NOTIFICATION. BE ADVISED THAT A NOTIFICATION MUST BE OBTAINED SEPARATELY FROM

SITE DEVELOPMENT PERMIT PACKAGE. FOR ADDITIONAL INFORMATION, PLEASE VISIT

http://www.eng.hctx.net/permits/Public-Review-Code/Public-Review/ Notification-of-Construction-in-the-ROW

OR CONTACT PUBLIC REVIEW INSPECTIONS DEPARTMENT @ (713-274-3931 OR

public.review@hcpid.org)

2. HARRIS COUNTY MAY HAVE EXISTING UNDERGROUND / OVERHEAD UTILITIES WITHIN THE

PROPOSED PROJECT LIMITS. PLEASE CONTACT THE CALL CENTER AT (713-881-3210), OR

SUBMIT A WORK ORDER REQUESTS THROUGH http://www.eng.hctx.net/SignalOut TO OBTAIN

FIELD LOCATES.

ENGINEER'S CERTIFICATION

FLOODPLAIN STATUS

DESCRIPTION OF PROPERTY

COMMERCIAL / OTHER SITE DRAINAGE

WATER AND WASTEWATER

HARRIS COUNTY

OFFICE OF THE COUNTY ENGINEER

REVIEW SHEET

PAVING

DRIVEWAYS (IN EXISTING OR PROPOSED HC PUBLIC R.O.W.)

RESIDENTIAL / SUBDIVISION /1. 9.

CURBING

FIRE APPARATUS ACCESS ROAD

SIDEWALKS10.

7. STORMWATER QUALITY

LANDSCAPING 11.

PERMITS REQUIRED12.

FOR PROJECTS LOCATED IN ANY FLOODPLAIN

Development constructed or placed in accordance with these plans will comply with all provisions of the Regulations of Harris County, Texas for Floodplain Management.

No net fill is allowed in the flood plain and no fill is allowed in the floodway.

FOUNDATION NOTES: (Applies to only buildings or building additions requiring a class II permit) All water heaters, furnaces, air conditioning units, electrical distribution panels, and any other mechanical or electrical equipment must be elevated in accordance with Section 4.05 of Harris County Floodplain regulations.

Any electrical circuit serving a light switch or outlet located below the base (100-year) flood elevation shall be dropped from above and be on a separate breaker.

All materials used below the (100-year) base flood elevation are on approved FEMA Technical Bulletin 2-08 as Class 5 water-resistant, and approved in accordance with FEMA Technical Bulletin 1-08 for foundation openings.

Critical facilities located in the 0.2% or 500yr floodplain or 1% or 100yr floodplain shall have the lowest floor elevated to 3 feet or more above the 0.2% flood elevation, or 24 inches above the crown of the adjacent road, which ever results in a higher elevation.

Floodproofing and sealing measures must be taken to ensure that toxic substances will not be displaced by or released into floodwaters.

Access routes elevated to or above the level of the base flood shall be provided to all critical facilities to the extent possible.

A completed as-built certificate must be submitted after the structure is complete and before it is occupied.

The County Engineer's Office will post a final inspection notice on the structure once all requirements have been met.

No fill may be used to elevate structures in the 1% or 100yr flood plain. Structures may be constructed on an open foundation, such as piers, or on continuous foundation walls with properly sized and located openings. All foundations are required to be designed by a registered professional engineer.

All structures shall be designed to withstand a three second gust basic wind speed of 120mph.

Completed *Elevation Certificates to be submitted: one at permitting, a second after the slab is poured or sub-floor is installed and before the framing starts, and a third is required once construction is finished. *(PER CURRENT FIRM PANEL)

BENCHMARK REQUIREMENTS FOR

PROPOSED BRIDGES AND OR NEW RESIDENTIAL SUBIDIVSIONS

When the County Engineer has determined that a new benchmark will be required to be established for the proposed project, the developer shall be required to install a benchmark per section 8.0, part 2 of the Harris County Infrastructure Regulations.

Is a new Benchmark required for this project? (to be determined by Harris County) [__] yes [__] no

If a new Benchmark is required, the proposed benchmark information is shown on sheet(s): ____

NOT

WASTEWATER TREATMENT PLANTS

HARRIS COUNTY OFFICE OF THE COUNTY ENGINEER

- PERMIT OFFICE NOTE:

THE PERMIT MANAGER SIGNATURE REPRESENTS

THE FOLLOWING:

· THE COMPLETION OF REVIEW OF THESE

PLANS

· INTERPOSE NO OBJECTION TO THE PROPOSED

DESIGN ON PRIVATE PROPERTY

· APPROVAL OF WORK IN HARRIS COUNTY

MAINTAINED RIGHT OF WAY

· APPROVAL OF WORK IN PROPOSED HARRIS

COUNTY RIGHT OF WAY THAT IS TO BE

ACCEPTED BY THE COUNTY

STREET DEDICATION DRAINAGE

5.TRAFFIC2.

NOTE: SEPTIC SYSTEMS REQUIRE HC WASTEWATER REVIEW

OFFSITE SHEET FLOW (100 YEAR)6.

08/27/2026

(2001 ADJ.)

OFFSITE SHEET FLOW: (100 YEAR)

OFFSITE SHEET FLOW MAPPING, TOTAL DISCHARGE CALCULATIONS, AND

DESIGN ACCOMODATIONS ARE SHOWN ON SHEET _____ OR, AS PRESENTED

IN THE APPROVED DRAINAGE STUDY ENTITLED _________________________.

TOTAL ACREAGE = _____

TOTAL DISCHARGE = _____

NOTE: ALL OFFSITE SHEET FLOW FROM ADJACENT PROPERTIES MUST BE

IDENTIFIED AND PROPERLY ACCOUNTED FOR IN THE PROJECT. THE SIGNING

ENGINEER HEREBY CERTIFIES THAT THESE AREAS HAVE BEEN ADDRESSED.

FOR PROJECTS LOCATED IN ANY FLOODPLAIN

Development constructed or placed in accordance with these plans will comply with all provisions of the designated Floodplain Administrator.

No net fill is allowed in the flood plain and no fill is allowed in the floodway.

HARRIS COUNTY

FLOOD CONTROL DISTRICT

REVIEW SHEET

HARRIS COUNTY FLOOD CONTROL DISTRICT

HCFCD SIGNATURE BLOCK

4. FLOOD PLAIN STATUS3. SWQ DISCHARGE INTO FCD FACILITY

6. REPORTS/AGREEMENTS

2. SITE DETENTION DRAINAGE 1. PROPERTY DESCRIPTION

5. WORK IN HCFCD RIGHT-OF-WAY

ENGINEER'S CERTIFICATION

08/27/2026

4" DIA.

HARMONIC HAVEN DRIVE

SERENITY POINT STREET

MAJESTIC BLUFF STREET

MOONBEAM HOLLOW DRIVE

GOLDEN BALANCE DRIVE

MOONLIT FOUNTAIN DRIVE

TRANQUIL MEADOW DRIVE

VENDER BREEZE

DRIVE

SOLA

CE BLO

OM LA

AURORA ORCHARD LANE

MEADOW DREAM STR

EET

SOLACE MEADOWROAD

LX.01 LX.01

LX.04

LX.05

LX.06

LX.07

LX.16

LX.14

LX.13

LX.11

LX.10

LX.09

LX.08

E E

MATCHLINE 'F'

MATC

HLIN

E 'G

MATC

HLIN

E 'J'

MATCHLINE 'T'

MATC

HLIN

E 'K'

MATCHLINE 'L'

MATCHLINE 'M'

MATCHLINE 'S'

LX.07

SECTION 7

SECTION 8

SECTION 6

BEAMER ROAD

EMBER

SOLACE

COURT

FIFE LANE

EXPLORER

CREEK TRAIL

LX.12

MATC

HLIN

E 'H

MATCHLINE 'N'

E 'A'

BAY AREA BLV

LX.15

EXISTING

NEIGHBORHOOD

LX.03

LX.02

MATCHLINE 'B'

MATCHLINE 'C'

MATCHLINE 'D'

E 'P'

MATC

HLIN

E 'Q

MATC

HLIN

E 'R

SERENITY POINT ST

ZEN SPRINGS ST

CW_010

CW_008

CW_011 CW_009

CW_012

CW_007

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CW_019

CW_020 CW_022CW_021

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CW_027 CW_028

CW_016

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CW_014

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CW_031

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CW_036

CW_049

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CW_046

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CW_044

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CW_042

CW_037

CW_038

CW_040

CW_041

CW_029

CW_09

CW_08

0 CW_07

CW_07

CW_121

CW_120

CW_119

CW_117

CW_118

CW_092

CW_093

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CW_095

CW_096

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CW_058

CW_060

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CW_055 CW_054

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CW_074

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CW_067

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CW_064

CW_002

CW_001

CW_013

CW_063

CW_077

CW_076

CW_075

TYP. OF 2

CW_107

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CW_104

CW_103

CW_102

CW_112

CW_111

CW_110

CW_109

CW_108

CW_115

CW_114

CW_113

CW_116

WORK / BA CK OF CURB

LIMIT

F W

K / B A CK OF CURB

HERITA

GE COVE DRIVE

BEAMER ROAD

CW_017

CW_039

CW_057

CW_059

CW_068 CW_069

CW_070

CW_073

PC_001

PC_002

PC_003

PC_004

PC_005

PC_006

PC_007

OVERALL PLAN

1" = 200'-0"

0 200 400 L1.00

ISSUE

KEY MAP

SEAL

J:\

8 1

-0

\4.

0 W

ILE

4.2

D\ 4.2

2 S

L1 .00

SHEET

SCALE:

PROJECT #:

CHECKED BY:

DATE:

DRAWN BY:

SCALE:

LANDSCAPE ARCHITECTURE

10401 Stella Link Road Houston, TX 77025 T: 713 871 1414 F: 713 871 0888

CLIENT

BAYBROOK MUNICIPAL UTILITY DIST. 01

10613 W Sam Houston Pkwy. N, Suite 200 Houston, Texas 77064

STRUCTURAL ENGINEER

FRACTAL

9722 Gaston Road, Suite 150-241 Katy, Texas 77494 T: 832.404.2280

IRRIGATION

JAMES POLE IRRIGATION

P.O. BOX 1845

Denton, Texas 76020 T. 972.998.7013

ISSUE FOR BID 09.04.2026

MIDLINE

SECTIONS 6 - 8

HOUSTON, TEXAS

2026.09.03

126-061

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QUIET REFLECTION STREET

R.O.W.

MIDLINE SECTION 8

HC PERMIT NO.: 2507240122

MIDLINE FIFE LANE

HC PERMIT NO.: 2408020061

LIMIT OF WORK/ BACK OF CURB

LIMIT OF WORK/ FENCE LINE

LIM

O F

LIM

O F

LIM

O F

K/ B

CW_010

CW_008CW_011

CW_009

CW_012

CW_007

CW_006

CW_005

CW_004

CW_003

7'- 7"

6'- 0"

5'-0"

CW_002

CW_001

7'-6"

FIFE LANE

LIMIT OF WORK/ FENCE LINE

LIM

O F

K/ F

QUIET REFLECTION STREET

R.O.W.

MIDLINE SECTION 8

HC PERMIT NO.: 2507240122

MIDLINE FIFE LANE

HC PERMIT NO.: 2408020061

LIM

O F

K/ B

LIMIT OF WORK/ FENCE LINE

LIMIT OF WORK/ BACK OF CURB

LIM

O F

LIM

O F

MIDLINE BEAMER PHASE 2

HC PERMIT NO.: 2506060091

R.O.W

CW_018

CW_019

CW_020 CW_022

CW_021

CW_023

CW_024

CW_025

CW_026 CW_027 CW_028

CW_016

CW_015

CW_014

7'- 6"

5'-0"

6'- 0"

CW_013

7'-6"

FIFE LANE

LIM

OF W

ORK

/ F

LIM

OF W

ORK

/ F

LIM

O F

K/ F

CW_017

XX.XX

GRADING AND DRAINAGE LEGEND

KEY MATERIAL

EXISTING CONTOUR

PROPOSED CONTOUR

DRAINAGE PIPE, SIZE AS NOTED

PERFORATED PIPE, SIZED NOTED

SWALE CENTER LINE

SLOPE

SPOT ELEVATION

ABBREVIATIONS

HP HIGH POINT

LP LOW POINT

KEYNOTE LEGEND

KEY MATERIAL

CONCRETE PAVING

RE: A/L1.19

EXISTING ACCESSIBLE RAMP;

DO NOT DISTURB

EXISTING WALK;

DO NOT DISTURB

BRICK THIN WALL

RE: A/L1.17

END COLUMNS

RE: H/L1.17

8' UPGRADED WOOD FENCE

RE: A/L1.18

EXISTING WOOD FENCE;

DO NOT DISTURB

EXISTING SLEEVE;

DO NOT DISTURB

EXISTING CULVERT;

DO NOT DISTURB

EXISTING STORM INLET;

DO NOT DISTURB

CONCRETE EDGE AT

DECOMPOSED GRANITE

RE: E/L1.19

DECOMPOSED GRANITE

RE: D/L1.19

PICNIC TABLES & CHAIRS

RE: C/L1.20

FABRIC SHADE STRUCTURE

RE: A/L1.20

TRASH RECEPTACLE

RE: B/L1.20

DOG WASTE STATION

RE: F/L1.19

EXISTING CULVERT CROSSING;

DO NOT DISTURB

DECORATIVE GRAVEL AT

CULVERT CROSSING; RE: F/L1.19

CONCRETE CORNHOLE

RE: D/L1.20

SYMBOLS

EXPANSION JOINT

48 HOUR NOTICE:

CONTRACTOR SHALL NOTIFY HARRIS COUNTY PRIOR

TO COMMENCING CONSTRUCTION AND/OR

BACKFILLING ANY UTILITIES. CONTRACTOR(S) TO

CONTACT PUBLIC REVIEW DEPARTMENT @

(713-274-3931) OR (public.reveiw@hcpid.org).

1. CONSTRUCTION OF FACILITIES AND/OR PAVING WORK

WITHIN PUBLIC RIGHT-OF-WAY

NOTIFICATIONS (PERMIT) ISSUED BY HARRIS COUNTY

PUBLIC INFRASTRUCTURE DEPARTMENT - PERMITS

OFFICE - IS REQUIRED FOR PROPOSED WORK WITHIN

HARRIS COUNTY RIGHT-OF-WAY. THE PROJECT MUST BE

APPROVED PRIOR TO OBTAINING THE REQUIRED

NOTIFICATION. BE ADVISED THAT A NOTIFICATION MUST

BE OBTAINED SEPARATELY FROM SITE DEVELOPMENT

PERMIT PACKAGE. FOR ADDITIONAL INFORMATION,

PLEASE VISIT

http://www.eng.hctx.net/permits/Public-Review-Code/Public- Review/Notification-of-Construction-in-the-ROW

OR CONTACT PUBLIC REVIEW INSPECTIONS

DEPARTMENT @ (713-274-3931 OR public.review@hcpid.org)

2. HARRIS COUNTY MAY HAVE EXISTING UNDERGROUND

/ OVERHEAD UTILITIES WITHIN THE PROPOSED PROJECT

LIMITS. PLEASE CONTACT THE CALL CENTER AT

(713-881-3210), OR SUBMIT A WORK ORDER REQUESTS

THROUGH http://www.eng.hctx.net/SignalOut TO OBTAIN

FIELD LOCATES.

3. IN AREAS WHERE THE PROJECT DESIGN

INCORPORATES FILL ADJACENT TO NEIGHBORING

LANDOWNERS, THE CONTRACTOR SHALL

IMPLEMENT GRADING AND/OR PERIMETER RUNOFF

CATCHMENT DEVICES (E.G.- PERIMITER DITCHES)

DURING CONSTRUCTION TO ENSURE THAT

ADJACENT PARCELS BORDERING THE PROJECT SITE

DO NOT EXPERIENCE INTERIM DRAINAGE FLOWS

THAT EXCEED PRE-DEVELOPMENT CONDITIONS FOR

STORM EVENTS UP TO AND INCLUDING THE

CURRENT STORM DRAINAGE DESIGN CRITERIA AT

THE TIME OF THE PERMIT OR CARRY SEDIMENT

GENERATED AS PART OF CONSTRUCTION

ACTIVITIES. WHERE APPLICABLE, THESE PRACTICES

ARE IN ADDITION TO THE STANDARD STORM WATER

POLLUTION PREVENTION PLAN DESIGN AND SHALL

INCLUDE ADDITIONAL DITCHES REDIRECTION SITE

DRAINAGE OR TEMPORARY PIPING. THIS NOTE IS

NOT INTENDED TO ADDRESS AND LIABILITY OR

RESPONSIBILITY UNDER TEXAS WATER CODE 11.086

NOTE: PROPOSED WALK SHALL MEET FLUSH WITH

EXISTING PAVEMENT.

LAYOUT PLAN

1" = 20'-0"

0 20 40 L1.01

ISSUE

KEY MAP

SEAL

J:\

8 1

-0

\4.

0 W

ILE

4.2

D\ 4.2

2 S

L1 .01

SHEET

SCALE:

PROJECT #:

CHECKED BY:

DATE:

DRAWN BY:

SCALE:

LANDSCAPE ARCHITECTURE

10401 Stella Link Road Houston, TX 77025 T: 713 871 1414 F: 713 871 0888

CLIENT

BAYBROOK MUNICIPAL UTILITY DIST. 01

10613 W Sam Houston Pkwy. N, Suite 200 Houston, Texas 77064

STRUCTURAL ENGINEER

FRACTAL

9722 Gaston Road, Suite 150-241 Katy, Texas 77494 T: 832.404.2280

IRRIGATION

JAMES POLE IRRIGATION

P.O. BOX 1845

Denton, Texas 76020 T. 972.998.7013

ISSUE FOR BID 09.04.2026

MIDLINE

SECTIONS 6 - 8

HOUSTON, TEXAS

2026.09.03

126-061

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E 'A

'/L 1.0

E 'A'

/L1 .01

0 20 40

MATCHLINE 'B'/L1.02

T N

: 2

MIDLINE SECTION 8

HC PERMIT NO.: 2507240122

MIDLINE BEAMER PHASE 2

HC PERMIT NO.: 2506060091

R.O.W.

BEAMER ROAD

LIMIT OF WORK/ FENCE LINE

XX.XX

GRADING AND DRAINAGE LEGEND

KEY MATERIAL

EXISTING CONTOUR

PROPOSED CONTOUR

DRAINAGE PIPE, SIZE AS NOTED

PERFORATED PIPE, SIZED NOTED

SWALE CENTER LINE

SLOPE

SPOT ELEVATION

ABBREVIATIONS

HP HIGH POINT

LP LOW POINT

KEYNOTE LEGEND

KEY MATERIAL

CONCRETE PAVING

RE: A/L1.19

EXISTING ACCESSIBLE RAMP;

DO NOT DISTURB

EXISTING WALK;

DO NOT DISTURB

BRICK THIN WALL

RE: A/L1.17

END COLUMNS

RE: H/L1.17

8' UPGRADED WOOD FENCE

RE: A/L1.18

EXISTING WOOD FENCE;

DO NOT DISTURB

EXISTING SLEEVE;

DO NOT DISTURB

EXISTING CULVERT;

DO NOT DISTURB

EXISTING STORM INLET;

DO NOT DISTURB

CONCRETE EDGE AT

DECOMPOSED GRANITE

RE: E/L1.19

DECOMPOSED GRANITE

RE: D/L1.19

PICNIC TABLES & CHAIRS

RE: C/L1.20

FABRIC SHADE STRUCTURE

RE: A/L1.20

TRASH RECEPTACLE

RE: B/L1.20

DOG WASTE STATION

RE: F/L1.19

EXISTING CULVERT CROSSING;

DO NOT DISTURB

DECORATIVE GRAVEL AT

CULVERT CROSSING; RE: F/L1.19

CONCRETE CORNHOLE

RE: D/L1.20

SYMBOLS

EXPANSION JOINT

48 HOUR NOTICE:

CONTRACTOR SHALL NOTIFY HARRIS COUNTY PRIOR

TO COMMENCING CONSTRUCTION AND/OR

BACKFILLING ANY UTILITIES. CONTRACTOR(S) TO

CONTACT PUBLIC REVIEW DEPARTMENT @

(713-274-3931) OR (public.reveiw@hcpid.org).

1. CONSTRUCTION OF FACILITIES AND/OR PAVING WORK

WITHIN PUBLIC RIGHT-OF-WAY

NOTIFICATIONS (PERMIT) ISSUED BY HARRIS COUNTY

PUBLIC INFRASTRUCTURE DEPARTMENT - PERMITS

OFFICE - IS REQUIRED FOR PROPOSED WORK WITHIN

HARRIS COUNTY RIGHT-OF-WAY. THE PROJECT MUST BE

APPROVED PRIOR TO OBTAINING THE REQUIRED

NOTIFICATION. BE ADVISED THAT A NOTIFICATION MUST

BE OBTAINED SEPARATELY FROM SITE DEVELOPMENT

PERMIT PACKAGE. FOR ADDITIONAL INFORMATION,

PLEASE VISIT

http://www.eng.hctx.net/permits/Public-Review-Code/Public- Review/Notification-of-Construction-in-the-ROW

OR CONTACT PUBLIC REVIEW INSPECTIONS

DEPARTMENT @ (713-274-3931 OR public.review@hcpid.org)

2. HARRIS COUNTY MAY HAVE EXISTING UNDERGROUND

/ OVERHEAD UTILITIES WITHIN THE PROPOSED PROJECT

LIMITS. PLEASE CONTACT THE CALL CENTER AT

(713-881-3210), OR SUBMIT A WORK ORDER REQUESTS

THROUGH http://www.eng.hctx.net/SignalOut TO OBTAIN

FIELD LOCATES.

3. IN AREAS WHERE THE PROJECT DESIGN

INCORPORATES FILL ADJACENT TO NEIGHBORING

LANDOWNERS, THE CONTRACTOR SHALL

IMPLEMENT GRADING AND/OR PERIMETER RUNOFF

CATCHMENT DEVICES (E.G.- PERIMITER DITCHES)

DURING CONSTRUCTION TO ENSURE THAT

ADJACENT PARCELS BORDERING THE PROJECT SITE

DO NOT EXPERIENCE INTERIM DRAINAGE FLOWS

THAT EXCEED PRE-DEVELOPMENT CONDITIONS FOR

STORM EVENTS UP TO AND INCLUDING THE

CURRENT STORM DRAINAGE DESIGN CRITERIA AT

THE TIME OF THE PERMIT OR CARRY SEDIMENT

GENERATED AS PART OF CONSTRUCTION

ACTIVITIES. WHERE APPLICABLE, THESE PRACTICES

ARE IN ADDITION TO THE STANDARD STORM WATER

POLLUTION PREVENTION PLAN DESIGN AND SHALL

INCLUDE ADDITIONAL DITCHES REDIRECTION SITE

DRAINAGE OR TEMPORARY PIPING. THIS NOTE IS

NOT INTENDED TO ADDRESS AND LIABILITY OR

RESPONSIBILITY UNDER TEXAS WATER CODE 11.086

NOTE: PROPOSED WALK SHALL MEET FLUSH WITH

EXISTING PAVEMENT.

LAYOUT PLAN

1" = 20'-0"

L1.02

ISSUE

KEY MAP

SEAL

J:\

8 1

-0

\4.

0 W

ILE

4.2

D\ 4.2

2 S

L1 .02

SHEET

SCALE:

PROJECT #:

CHECKED BY:

DATE:

DRAWN BY:

SCALE:

LANDSCAPE ARCHITECTURE

10401 Stella Link Road Houston, TX 77025 T: 713 871 1414 F: 713 871 0888

CLIENT

BAYBROOK MUNICIPAL UTILITY DIST. 01

10613 W Sam Houston Pkwy. N, Suite 200 Houston, Texas 77064

STRUCTURAL ENGINEER

FRACTAL

9722 Gaston Road, Suite 150-241 Katy, Texas 77494 T: 832.404.2280

IRRIGATION

JAMES POLE IRRIGATION

P.O. BOX 1845

Denton, Texas 76020 T. 972.998.7013

ISSUE FOR BID 09.04.2026

MIDLINE

SECTIONS 6 - 8

HOUSTON, TEXAS

2026.09.03

126-061

HIST

E C

OF ET

LDRE

CAANDS EP A

A N

REW KONYH

2 8 5 6

9/04/2026

0 20 40

E ' B'/

L1 .01

E 'C

'/L 1.0

MIDLINE SECTION 8

HC PERMIT NO.: 2507240122

R.O.W.

MIDLINE BEAMER PHASE 2

HC PERMIT NO.: 2506060091

R.O.W.

LIM

O F

CW_029

BEAMER ROAD

LIMIT OF WORK/ FENCE LINE

XX.XX

GRADING AND DRAINAGE LEGEND

KEY MATERIAL

EXISTING CONTOUR

PROPOSED CONTOUR

DRAINAGE PIPE, SIZE AS NOTED

PERFORATED PIPE, SIZED NOTED

SWALE CENTER LINE

SLOPE

SPOT ELEVATION

ABBREVIATIONS

HP HIGH POINT

LP LOW POINT

KEYNOTE LEGEND

KEY MATERIAL

CONCRETE PAVING

RE: A/L1.19

EXISTING ACCESSIBLE RAMP;

DO NOT DISTURB

EXISTING WALK;

DO NOT DISTURB

BRICK THIN WALL

RE: A/L1.17

END COLUMNS

RE: H/L1.17

8' UPGRADED WOOD FENCE

RE: A/L1.18

EXISTING WOOD FENCE;

DO NOT DISTURB

EXISTING SLEEVE;

DO NOT DISTURB

EXISTING CULVERT;

DO NOT DISTURB

EXISTING STORM INLET;

DO NOT DISTURB

CONCRETE EDGE AT

DECOMPOSED GRANITE

RE: E/L1.19

DECOMPOSED GRANITE

RE: D/L1.19

PICNIC TABLES & CHAIRS

RE: C/L1.20

FABRIC SHADE STRUCTURE

RE: A/L1.20

TRASH RECEPTACLE

RE: B/L1.20

DOG WASTE STATION

RE: F/L1.19

EXISTING CULVERT CROSSING;

DO NOT DISTURB

DECORATIVE GRAVEL AT

CULVERT CROSSING; RE: F/L1.19

CONCRETE CORNHOLE

RE: D/L1.20

SYMBOLS

EXPANSION JOINT

48 HOUR NOTICE:

CONTRACTOR SHALL NOTIFY HARRIS COUNTY PRIOR

TO COMMENCING CONSTRUCTION AND/OR

BACKFILLING ANY UTILITIES. CONTRACTOR(S) TO

CONTACT PUBLIC REVIEW DEPARTMENT @

(713-274-3931) OR (public.reveiw@hcpid.org).

1. CONSTRUCTION OF FACILITIES AND/OR PAVING WORK

WITHIN PUBLIC RIGHT-OF-WAY

NOTIFICATIONS (PERMIT) ISSUED BY HARRIS COUNTY

PUBLIC INFRASTRUCTURE DEPARTMENT - PERMITS

OFFICE - IS REQUIRED FOR PROPOSED WORK WITHIN

HARRIS COUNTY RIGHT-OF-WAY. THE PROJECT MUST BE

APPROVED PRIOR TO OBTAINING THE REQUIRED

NOTIFICATION. BE ADVISED THAT A NOTIFICATION MUST

BE OBTAINED SEPARATELY FROM SITE DEVELOPMENT

PERMIT PACKAGE. FOR ADDITIONAL INFORMATION,

PLEASE VISIT

http://www.eng.hctx.net/permits/Public-Review-Code/Public- Review/Notification-of-Construction-in-the-ROW

OR CONTACT PUBLIC REVIEW INSPECTIONS

DEPARTMENT @ (713-274-3931 OR public.review@hcpid.org)

2. HARRIS COUNTY MAY HAVE EXISTING UNDERGROUND

/ OVERHEAD UTILITIES WITHIN THE PROPOSED PROJECT

LIMITS. PLEASE CONTACT THE CALL CENTER AT

(713-881-3210), OR SUBMIT A WORK ORDER REQUESTS

THROUGH http://www.eng.hctx.net/SignalOut TO OBTAIN

FIELD LOCATES.

3. IN AREAS WHERE THE PROJECT DESIGN

INCORPORATES FILL ADJACENT TO NEIGHBORING

LANDOWNERS, THE CONTRACTOR SHALL

IMPLEMENT GRADING AND/OR PERIMETER RUNOFF

CATCHMENT DEVICES (E.G.- PERIMITER DITCHES)

DURING CONSTRUCTION TO ENSURE THAT

ADJACENT PARCELS BORDERING THE PROJECT SITE

DO NOT EXPERIENCE INTERIM DRAINAGE FLOWS

THAT EXCEED PRE-DEVELOPMENT CONDITIONS FOR

STORM EVENTS UP TO AND INCLUDING THE

CURRENT STORM DRAINAGE DESIGN CRITERIA AT

THE TIME OF THE PERMIT OR CARRY SEDIMENT

GENERATED AS PART OF CONSTRUCTION

ACTIVITIES. WHERE APPLICABLE, THESE PRACTICES

ARE IN ADDITION TO THE STANDARD STORM WATER

POLLUTION PREVENTION PLAN DESIGN AND SHALL

INCLUDE ADDITIONAL DITCHES REDIRECTION SITE

DRAINAGE OR TEMPORARY PIPING. THIS NOTE IS

NOT INTENDED TO ADDRESS AND LIABILITY OR

RESPONSIBILITY UNDER TEXAS WATER CODE 11.086

NOTE: PROPOSED WALK SHALL MEET FLUSH WITH

EXISTING PAVEMENT.

LAYOUT PLAN

1" = 20'-0"

L1.03

ISSUE

KEY MAP

SEAL

J:\

8 1

-0

\4.

0 W

ILE

4.2

D\ 4.2

2 S

L1 .03

SHEET

SCALE:

PROJECT #:

CHECKED BY:

DATE:

DRAWN BY:

SCALE:

LANDSCAPE ARCHITECTURE

10401 Stella Link Road Houston, TX 77025 T: 713 871 1414 F: 713 871 0888

CLIENT

BAYBROOK MUNICIPAL UTILITY DIST. 01

10613 W Sam Houston Pkwy. N, Suite 200 Houston, Texas 77064

STRUCTURAL ENGINEER

FRACTAL

9722 Gaston Road, Suite 150-241 Katy, Texas 77494 T: 832.404.2280

IRRIGATION

JAMES POLE IRRIGATION

P.O. BOX 1845

Denton, Texas 76020 T. 972.998.7013

ISSUE FOR BID 09.04.2026

MIDLINE

SECTIONS 6 - 8

HOUSTON, TEXAS

2026.09.03

126-061

HIST

E C

OF ET

LDRE

CAANDS EP A

A N

REW KONYH

2 8 5 6

9/04/2026

0 20 40

E 'C

'/L 1.0

E 'D

'/L

R.O.W.

MIDLINE BEAMER PHASE 2

HC PERMIT NO.: 2506060091

MIDLINE SECTION 8

HC PERMIT NO.: 2507240122

LIMIT OF WORK/ BACK OF CURB

LIMIT OF WORK/ FENCE LINE

LIMIT OF WORK

LIM

O F

TYP. OF 3

CW_030CW_031

CW_032

CW_033

CW_034

CW_035

CW_036

CW_049

CW_047

CW_048

CW_046

CW_045

CW_044

CW_043CW_042

CW_037CW_038

CW_040

CW_041

CW_029

BEAMER ROAD

LIM

O F

W C

'-0

6'-0"

8'-0"

6'- 0"

5'-0"

TYP. OF 2

LIM

O F

ORK / BACK OF CURB

CW_039

PC_001

PC_002 PC_003

PC_004

PC_005

PC_006

PC_007

CONNECT 6" DIA. SOLID DRAIN

LINE TO EXISTING STORM

XX.XX

GRADING AND DRAINAGE LEGEND

KEY MATERIAL

EXISTING CONTOUR

PROPOSED CONTOUR

DRAINAGE PIPE, SIZE AS NOTED

PERFORATED PIPE, SIZED NOTED

SWALE CENTER LINE

SLOPE

SPOT ELEVATION

ABBREVIATIONS

HP HIGH POINT

LP LOW POINT

KEYNOTE LEGEND

KEY MATERIAL

CONCRETE PAVING

RE: A/L1.19

EXISTING ACCESSIBLE RAMP;

DO NOT DISTURB

EXISTING WALK;

DO NOT DISTURB

BRICK THIN WALL

RE: A/L1.17

END COLUMNS

RE: H/L1.17

8' UPGRADED WOOD FENCE

RE: A/L1.18

EXISTING WOOD FENCE;

DO NOT DISTURB

EXISTING SLEEVE;

DO NOT DISTURB

EXISTING CULVERT;

DO NOT DISTURB

EXISTING STORM INLET;

DO NOT DISTURB

CONCRETE EDGE AT

DECOMPOSED GRANITE

RE: E/L1.19

DECOMPOSED GRANITE

RE: D/L1.19

PICNIC TABLES & CHAIRS

RE: C/L1.20

FABRIC SHADE STRUCTURE

RE: A/L1.20

TRASH RECEPTACLE

RE: B/L1.20

DOG WASTE STATION

RE: F/L1.19

EXISTING CULVERT CROSSING;

DO NOT DISTURB

DECORATIVE GRAVEL AT

CULVERT CROSSING; RE: F/L1.19

CONCRETE CORNHOLE

RE: D/L1.20

SYMBOLS

EXPANSION JOINT

48 HOUR NOTICE:

CONTRACTOR SHALL NOTIFY HARRIS COUNTY PRIOR

TO COMMENCING CONSTRUCTION AND/OR

BACKFILLING ANY UTILITIES. CONTRACTOR(S) TO

CONTACT PUBLIC REVIEW DEPARTMENT @

(713-274-3931) OR (public.reveiw@hcpid.org).

1. CONSTRUCTION OF FACILITIES AND/OR PAVING WORK

WITHIN PUBLIC RIGHT-OF-WAY

NOTIFICATIONS (PERMIT) ISSUED BY HARRIS COUNTY

PUBLIC INFRASTRUCTURE DEPARTMENT - PERMITS

OFFICE - IS REQUIRED FOR PROPOSED WORK WITHIN

HARRIS COUNTY RIGHT-OF-WAY. THE PROJECT MUST BE

APPROVED PRIOR TO OBTAINING THE REQUIRED

NOTIFICATION. BE ADVISED THAT A NOTIFICATION MUST

BE OBTAINED SEPARATELY FROM SITE DEVELOPMENT

PERMIT PACKAGE. FOR ADDITIONAL INFORMATION,

PLEASE VISIT

http://www.eng.hctx.net/permits/Public-Review-Code/Public- Review/Notification-of-Construction-in-the-ROW

OR CONTACT PUBLIC REVIEW INSPECTIONS

DEPARTMENT @ (713-274-3931 OR public.review@hcpid.org)

2. HARRIS COUNTY MAY HAVE EXISTING UNDERGROUND

/ OVERHEAD UTILITIES WITHIN THE PROPOSED PROJECT

LIMITS. PLEASE CONTACT THE CALL CENTER AT

(713-881-3210), OR SUBMIT A WORK ORDER REQUESTS

THROUGH http://www.eng.hctx.net/SignalOut TO OBTAIN

FIELD LOCATES.

3. IN AREAS WHERE THE PROJECT DESIGN

INCORPORATES FILL ADJACENT TO NEIGHBORING

LANDOWNERS, THE CONTRACTOR SHALL

IMPLEMENT GRADING AND/OR PERIMETER RUNOFF

CATCHMENT DEVICES (E.G.- PERIMITER DITCHES)

DURING CONSTRUCTION TO ENSURE THAT

ADJACENT PARCELS BORDERING THE PROJECT SITE

DO NOT EXPERIENCE INTERIM DRAINAGE FLOWS

THAT EXCEED PRE-DEVELOPMENT CONDITIONS FOR

STORM EVENTS UP TO AND INCLUDING THE

CURRENT STORM DRAINAGE DESIGN CRITERIA AT

THE TIME OF THE PERMIT OR CARRY SEDIMENT

GENERATED AS PART OF CONSTRUCTION

ACTIVITIES. WHERE APPLICABLE, THESE PRACTICES

ARE IN ADDITION TO THE STANDARD STORM WATER

POLLUTION PREVENTION PLAN DESIGN AND SHALL

INCLUDE ADDITIONAL DITCHES REDIRECTION SITE

DRAINAGE OR TEMPORARY PIPING. THIS NOTE IS

NOT INTENDED TO ADDRESS AND LIABILITY OR

RESPONSIBILITY UNDER TEXAS WATER CODE 11.086

NOTE: PROPOSED WALK SHALL MEET FLUSH WITH

EXISTING PAVEMENT.

LAYOUT PLAN

1" = 20'-0"

L1.04

ISSUE

KEY MAP

SEAL

J:\

8 1

-0

\4.

0 W

ILE

4.2

D\ 4.2

2 S

L1 .04

SHEET

SCALE:

PROJECT #:

CHECKED BY:

DATE:

DRAWN BY:

SCALE:

LANDSCAPE ARCHITECTURE

10401 Stella Link Road Houston, TX 77025 T: 713 871 1414 F: 713 871 0888

CLIENT

BAYBROOK MUNICIPAL UTILITY DIST. 01

10613 W Sam Houston Pkwy. N, Suite 200 Houston, Texas 77064

STRUCTURAL ENGINEER

FRACTAL

9722 Gaston Road, Suite 150-241 Katy, Texas 77494 T: 832.404.2280

IRRIGATION

JAMES POLE IRRIGATION

P.O. BOX 1845

Denton, Texas 76020 T. 972.998.7013

ISSUE FOR BID 09.04.2026

MIDLINE

SECTIONS 6 - 8

HOUSTON, TEXAS

2026.09.03

126-061

HIST

E C

OF ET

LDRE

CAANDS EP A

A N

REW KONYH

2 8 5 6

9/04/2026

0 20 40

MAT

LIN

E '

D'/ L1

.03

MOONLIT FOUNTAIN DRIVE

W S

R.O.W.

MIDLINE SECTION 6

HC PERMIT NO.: 2506260207

FIFE LANE /HC PERMIT NO.: 2408020061

LIM

O F

K/ B

LIMIT OF WORK/ BACK OF CURB

LIMIT OF WORK/ FENCE LINE

LIM

O F

LIMIT OF WORK

CW_058

CW_060

CW_061

CW_062

CW_056

CW_055

CW_054

CW_053

CW_052

CW_051

CW_050

MIDLINE FIFE LANE

HC PERMIT NO.: 2408020061

5'-0"

8'-0"

6'- 0"

8'-8"

R26'-8"

CW_057

CW_059

LIM

O F

K/ F

MOONLIT FOUNTAIN DRIVE

W S

R.O.W.

FIFE LANE /HC PERMIT NO.: 2408020061

MIDLINE SECTION 6

HC PERMIT NO.: 2506260207

LIM

O F

K/ E

LIM

O F

K/ B

LIMIT OF WORK/ BACK OF CURB

LIMIT OF WORK/ FENCE LINE

L.O .W

LIM

O F

CW_074

CW_072

CW_071

CW_067

CW_066

CW_065

CW_064

MIDLINE FIFE LANE

HC PERMIT NO.: 2408020061

5'-0"

8'-0"

5'- 6"

CW_063

6'- 0"

8'- 3"

R 26'-0"

CW_068 CW_069

CW_070

CW_073

LIM

O F

K/ F

LIMIT OF WORK

XX.XX

GRADING AND DRAINAGE LEGEND

KEY MATERIAL

EXISTING CONTOUR

PROPOSED CONTOUR

DRAINAGE PIPE, SIZE AS NOTED

PERFORATED PIPE, SIZED NOTED

SWALE CENTER LINE

SLOPE

SPOT ELEVATION

ABBREVIATIONS

HP HIGH POINT

LP LOW POINT

KEYNOTE LEGEND

KEY MATERIAL

CONCRETE PAVING

RE: A/L1.19

EXISTING ACCESSIBLE RAMP;

DO NOT DISTURB

EXISTING WALK;

DO NOT DISTURB

BRICK THIN WALL

RE: A/L1.17

END COLUMNS

RE: H/L1.17

8' UPGRADED WOOD FENCE

RE: A/L1.18

EXISTING WOOD FENCE;

DO NOT DISTURB

EXISTING SLEEVE;

DO NOT DISTURB

EXISTING CULVERT;

DO NOT DISTURB

EXISTING STORM INLET;

DO NOT DISTURB

CONCRETE EDGE AT

DECOMPOSED GRANITE

RE: E/L1.19

DECOMPOSED GRANITE

RE: D/L1.19

PICNIC TABLES & CHAIRS

RE: C/L1.20

FABRIC SHADE STRUCTURE

RE: A/L1.20

TRASH RECEPTACLE

RE: B/L1.20

DOG WASTE STATION

RE: F/L1.19

EXISTING CULVERT CROSSING;

DO NOT DISTURB

DECORATIVE GRAVEL AT

CULVERT CROSSING; RE: F/L1.19

CONCRETE CORNHOLE

RE: D/L1.20

SYMBOLS

EXPANSION JOINT

48 HOUR NOTICE:

CONTRACTOR SHALL NOTIFY HARRIS COUNTY PRIOR

TO COMMENCING CONSTRUCTION AND/OR

BACKFILLING ANY UTILITIES. CONTRACTOR(S) TO

CONTACT PUBLIC REVIEW DEPARTMENT @

(713-274-3931) OR (public.reveiw@hcpid.org).

1. CONSTRUCTION OF FACILITIES AND/OR PAVING WORK

WITHIN PUBLIC RIGHT-OF-WAY

NOTIFICATIONS (PERMIT) ISSUED BY HARRIS COUNTY

PUBLIC INFRASTRUCTURE DEPARTMENT - PERMITS

OFFICE - IS REQUIRED FOR PROPOSED WORK WITHIN

HARRIS COUNTY RIGHT-OF-WAY. THE PROJECT MUST BE

APPROVED PRIOR TO OBTAINING THE REQUIRED

NOTIFICATION. BE ADVISED THAT A NOTIFICATION MUST

BE OBTAINED SEPARATELY FROM SITE DEVELOPMENT

PERMIT PACKAGE. FOR ADDITIONAL INFORMATION,

PLEASE VISIT

http://www.eng.hctx.net/permits/Public-Review-Code/Public- Review/Notification-of-Construction-in-the-ROW

OR CONTACT PUBLIC REVIEW INSPECTIONS

DEPARTMENT @ (713-274-3931 OR public.review@hcpid.org)

2. HARRIS COUNTY MAY HAVE EXISTING UNDERGROUND

/ OVERHEAD UTILITIES WITHIN THE PROPOSED PROJECT

LIMITS. PLEASE CONTACT THE CALL CENTER AT

(713-881-3210), OR SUBMIT A WORK ORDER REQUESTS

THROUGH http://www.eng.hctx.net/SignalOut TO OBTAIN

FIELD LOCATES.

3. IN AREAS WHERE THE PROJECT DESIGN

INCORPORATES FILL ADJACENT TO NEIGHBORING

LANDOWNERS, THE CONTRACTOR SHALL

IMPLEMENT GRADING AND/OR PERIMETER RUNOFF

CATCHMENT DEVICES (E.G.- PERIMITER DITCHES)

DURING CONSTRUCTION TO ENSURE THAT

ADJACENT PARCELS BORDERING THE PROJECT SITE

DO NOT EXPERIENCE INTERIM DRAINAGE FLOWS

THAT EXCEED PRE-DEVELOPMENT CONDITIONS FOR

STORM EVENTS UP TO AND INCLUDING THE

CURRENT STORM DRAINAGE DESIGN CRITERIA AT

THE TIME OF THE PERMIT OR CARRY SEDIMENT

GENERATED AS PART OF CONSTRUCTION

ACTIVITIES. WHERE APPLICABLE, THESE PRACTICES

ARE IN ADDITION TO THE STANDARD STORM WATER

POLLUTION PREVENTION PLAN DESIGN AND SHALL

INCLUDE ADDITIONAL DITCHES REDIRECTION SITE

DRAINAGE OR TEMPORARY PIPING. THIS NOTE IS

NOT INTENDED TO ADDRESS AND LIABILITY OR

RESPONSIBILITY UNDER TEXAS WATER CODE 11.086

NOTE: PROPOSED WALK SHALL MEET FLUSH WITH

EXISTING PAVEMENT.

LAYOUT PLAN

1" = 20'-0"

0 20 40 L1.05

ISSUE

KEY MAP

SEAL

J:\

8 1

-0

\4.

0 W

ILE

4.2

D\ 4.2

2 S

L1 .05

SHEET

SCALE:

PROJECT #:

CHECKED BY:

DATE:

DRAWN BY:

SCALE:

LANDSCAPE ARCHITECTURE

10401 Stella Link Road Houston, TX 77025 T: 713 871 1414 F: 713 871 0888

CLIENT

BAYBROOK MUNICIPAL UTILITY DIST. 01

10613 W Sam Houston Pkwy. N, Suite 200 Houston, Texas 77064

STRUCTURAL ENGINEER

FRACTAL

9722 Gaston Road, Suite 150-241 Katy, Texas 77494 T: 832.404.2280

IRRIGATION

JAMES POLE IRRIGATION

P.O. BOX 1845

Denton, Texas 76020 T. 972.998.7013

ISSUE FOR BID 09.04.2026

MIDLINE

SECTIONS 6 - 8

HOUSTON, TEXAS

2026.09.03

126-061

HIST

E C

OF ET

LDRE

CAANDS EP A

A N

REW KONYH

2 8 5 6

9/08/2026

E 'E

'/L 1.0

MATCHLINE 'F'/L1.06

E 'E

'/L

R.O.W.

EXPLORER CREEK TRAIL

MIDLINE SECTION 6

HC PERMIT NO.: 2506260207

LIMIT OF WORK/ EXISTING NEIGHBORHOOD BOUNDARY

LIMIT OF WORK/ FENCE LINE

XX.XX

GRADING AND DRAINAGE LEGEND

KEY MATERIAL

EXISTING CONTOUR

PROPOSED CONTOUR

DRAINAGE PIPE, SIZE AS NOTED

PERFORATED PIPE, SIZED NOTED

SWALE CENTER LINE

SLOPE

SPOT ELEVATION

ABBREVIATIONS

HP HIGH POINT

LP LOW POINT

KEYNOTE LEGEND

KEY MATERIAL

CONCRETE PAVING

RE: A/L1.19

EXISTING ACCESSIBLE RAMP;

DO NOT DISTURB

EXISTING WALK;

DO NOT DISTURB

BRICK THIN WALL

RE: A/L1.17

END COLUMNS

RE: H/L1.17

8' UPGRADED WOOD FENCE

RE: A/L1.18

EXISTING WOOD FENCE;

DO NOT DISTURB

EXISTING SLEEVE;

DO NOT DISTURB

EXISTING CULVERT;

DO NOT DISTURB

EXISTING STORM INLET;

DO NOT DISTURB

CONCRETE EDGE AT

DECOMPOSED GRANITE

RE: E/L1.19

DECOMPOSED GRANITE

RE: D/L1.19

PICNIC TABLES & CHAIRS

RE: C/L1.20

FABRIC SHADE STRUCTURE

RE: A/L1.20

TRASH RECEPTACLE

RE: B/L1.20

DOG WASTE STATION

RE: F/L1.19

EXISTING CULVERT CROSSING;

DO NOT DISTURB

DECORATIVE GRAVEL AT

CULVERT CROSSING; RE: F/L1.19

CONCRETE CORNHOLE

RE: D/L1.20

SYMBOLS

EXPANSION JOINT

48 HOUR NOTICE:

CONTRACTOR SHALL NOTIFY HARRIS COUNTY PRIOR

TO COMMENCING CONSTRUCTION AND/OR

BACKFILLING ANY UTILITIES. CONTRACTOR(S) TO

CONTACT PUBLIC REVIEW DEPARTMENT @

(713-274-3931) OR (public.reveiw@hcpid.org).

1. CONSTRUCTION OF FACILITIES AND/OR PAVING WORK

WITHIN PUBLIC RIGHT-OF-WAY

NOTIFICATIONS (PERMIT) ISSUED BY HARRIS COUNTY

PUBLIC INFRASTRUCTURE DEPARTMENT - PERMITS

OFFICE - IS REQUIRED FOR PROPOSED WORK WITHIN

HARRIS COUNTY RIGHT-OF-WAY. THE PROJECT MUST BE

APPROVED PRIOR TO OBTAINING THE REQUIRED

NOTIFICATION. BE ADVISED THAT A NOTIFICATION MUST

BE OBTAINED SEPARATELY FROM SITE DEVELOPMENT

PERMIT PACKAGE. FOR ADDITIONAL INFORMATION,

PLEASE VISIT

http://www.eng.hctx.net/permits/Public-Review-Code/Public- Review/Notification-of-Construction-in-the-ROW

OR CONTACT PUBLIC REVIEW INSPECTIONS

DEPARTMENT @ (713-274-3931 OR public.review@hcpid.org)

2. HARRIS COUNTY MAY HAVE EXISTING UNDERGROUND

/ OVERHEAD UTILITIES WITHIN THE PROPOSED PROJECT

LIMITS. PLEASE CONTACT THE CALL CENTER AT

(713-881-3210), OR SUBMIT A WORK ORDER REQUESTS

THROUGH http://www.eng.hctx.net/SignalOut TO OBTAIN

FIELD LOCATES.

3. IN AREAS WHERE THE PROJECT DESIGN

INCORPORATES FILL ADJACENT TO NEIGHBORING

LANDOWNERS, THE CONTRACTOR SHALL

IMPLEMENT GRADING AND/OR PERIMETER RUNOFF

CATCHMENT DEVICES (E.G.- PERIMITER DITCHES)

DURING CONSTRUCTION TO ENSURE THAT

ADJACENT PARCELS BORDERING THE PROJECT SITE

DO NOT EXPERIENCE INTERIM DRAINAGE FLOWS

THAT EXCEED PRE-DEVELOPMENT CONDITIONS FOR

STORM EVENTS UP TO AND INCLUDING THE

CURRENT STORM DRAINAGE DESIGN CRITERIA AT

THE TIME OF THE PERMIT OR CARRY SEDIMENT

GENERATED AS PART OF CONSTRUCTION

ACTIVITIES. WHERE APPLICABLE, THESE PRACTICES

ARE IN ADDITION TO THE STANDARD STORM WATER

POLLUTION PREVENTION PLAN DESIGN AND SHALL

INCLUDE ADDITIONAL DITCHES REDIRECTION SITE

DRAINAGE OR TEMPORARY PIPING. THIS NOTE IS

NOT INTENDED TO ADDRESS AND LIABILITY OR

RESPONSIBILITY UNDER TEXAS WATER CODE 11.086

NOTE: PROPOSED WALK SHALL MEET FLUSH WITH

EXISTING PAVEMENT.

LAYOUT PLAN

1" = 20'-0"

L1.06

ISSUE

KEY MAP

SEAL

J:\

8 1

-0

\4.

0 W

ILE

4.2

D\ 4.2

2 S

L1 .06

SHEET

SCALE:

PROJECT #:

CHECKED BY:

DATE:

DRAWN BY:

SCALE:

LANDSCAPE ARCHITECTURE

10401 Stella Link Road Houston, TX 77025 T: 713 871 1414 F: 713 871 0888

CLIENT

BAYBROOK MUNICIPAL UTILITY DIST. 01

10613 W Sam Houston Pkwy. N, Suite 200 Houston, Texas 77064

STRUCTURAL ENGINEER

FRACTAL

9722 Gaston Road, Suite 150-241 Katy, Texas 77494 T: 832.404.2280

IRRIGATION

JAMES POLE IRRIGATION

P.O. BOX 1845

Denton, Texas 76020 T. 972.998.7013

ISSUE FOR BID 09.04.2026

MIDLINE

SECTIONS 6 - 8

HOUSTON, TEXAS

2026.09.03

126-061

HIST

E C

OF ET

LDRE

CAANDS EP A

A N

REW KONYH

2 8 5 6

9/04/2026

MATCHLIN

E 'G

'/L1 .07

MATCHLINE 'F'/L1.05

TRANQUIL MEADOW DRIVE

MIDLINE SECTION 6

HC PERMIT NO.: 2506260207MIDLINE SECTION 6

HC PERMIT NO.: 2506260207

LIMIT OF WORK/ EXISTING NEIGHBORHOOD BOUNDARY

LIMIT OF WORK/ FENCE LINE LIMIT OF WORK/ FENCE LINE

R.O.W.R.O.W.

01 01

6'- 6"

5'-0

6'- 6"5'-0"

CW_077

CW_076

CW_075

LIM

O F

K/ F

LIM

O F

K/ F

TRANQUIL MEADOW DRIVE

MIDLINE SECTION 6

HC PERMIT NO.: 2506260207

LIMIT OF WORK/ EXISTING NEIGHBORHOOD BOUNDARY

LIMIT OF WORK/ FENCE LINE

R.O.W.

LIMIT OF WORK/ FENCE LINE

XX.XX

GRADING AND DRAINAGE LEGEND

KEY MATERIAL

EXISTING CONTOUR

PROPOSED CONTOUR

DRAINAGE PIPE, SIZE AS NOTED

PERFORATED PIPE, SIZED NOTED

SWALE CENTER LINE

SLOPE

SPOT ELEVATION

ABBREVIATIONS

HP HIGH POINT

LP LOW POINT

KEYNOTE LEGEND

KEY MATERIAL

CONCRETE PAVING

RE: A/L1.19

EXISTING ACCESSIBLE RAMP;

DO NOT DISTURB

EXISTING WALK;

DO NOT DISTURB

BRICK THIN WALL

RE: A/L1.17

END COLUMNS

RE: H/L1.17

8' UPGRADED WOOD FENCE

RE: A/L1.18

EXISTING WOOD FENCE;

DO NOT DISTURB

EXISTING SLEEVE;

DO NOT DISTURB

EXISTING CULVERT;

DO NOT DISTURB

EXISTING STORM INLET;

DO NOT DISTURB

CONCRETE EDGE AT

DECOMPOSED GRANITE

RE: E/L1.19

DECOMPOSED GRANITE

RE: D/L1.19

PICNIC TABLES & CHAIRS

RE: C/L1.20

FABRIC SHADE STRUCTURE

RE: A/L1.20

TRASH RECEPTACLE

RE: B/L1.20

DOG WASTE STATION

RE: F/L1.19

EXISTING CULVERT CROSSING;

DO NOT DISTURB

DECORATIVE GRAVEL AT

CULVERT CROSSING; RE: F/L1.19

CONCRETE CORNHOLE

RE: D/L1.20

SYMBOLS

EXPANSION JOINT

48 HOUR NOTICE:

CONTRACTOR SHALL NOTIFY HARRIS COUNTY PRIOR

TO COMMENCING CONSTRUCTION AND/OR

BACKFILLING ANY UTILITIES. CONTRACTOR(S) TO

CONTACT PUBLIC REVIEW DEPARTMENT @

(713-274-3931) OR (public.reveiw@hcpid.org).

1. CONSTRUCTION OF FACILITIES AND/OR PAVING WORK

WITHIN PUBLIC RIGHT-OF-WAY

NOTIFICATIONS (PERMIT) ISSUED BY HARRIS COUNTY

PUBLIC INFRASTRUCTURE DEPARTMENT - PERMITS

OFFICE - IS REQUIRED FOR PROPOSED WORK WITHIN

HARRIS COUNTY RIGHT-OF-WAY. THE PROJECT MUST BE

APPROVED PRIOR TO OBTAINING THE REQUIRED

NOTIFICATION. BE ADVISED THAT A NOTIFICATION MUST

BE OBTAINED SEPARATELY FROM SITE DEVELOPMENT

PERMIT PACKAGE. FOR ADDITIONAL INFORMATION,

PLEASE VISIT

http://www.eng.hctx.net/permits/Public-Review-Code/Public- Review/Notification-of-Construction-in-the-ROW

OR CONTACT PUBLIC REVIEW INSPECTIONS

DEPARTMENT @ (713-274-3931 OR public.review@hcpid.org)

2. HARRIS COUNTY MAY HAVE EXISTING UNDERGROUND

/ OVERHEAD UTILITIES WITHIN THE PROPOSED PROJECT

LIMITS. PLEASE CONTACT THE CALL CENTER AT

(713-881-3210), OR SUBMIT A WORK ORDER REQUESTS

THROUGH http://www.eng.hctx.net/SignalOut TO OBTAIN

FIELD LOCATES.

3. IN AREAS WHERE THE PROJECT DESIGN

INCORPORATES FILL ADJACENT TO NEIGHBORING

LANDOWNERS, THE CONTRACTOR SHALL

IMPLEMENT GRADING AND/OR PERIMETER RUNOFF

CATCHMENT DEVICES (E.G.- PERIMITER DITCHES)

DURING CONSTRUCTION TO ENSURE THAT

ADJACENT PARCELS BORDERING THE PROJECT SITE

DO NOT EXPERIENCE INTERIM DRAINAGE FLOWS

THAT EXCEED PRE-DEVELOPMENT CONDITIONS FOR

STORM EVENTS UP TO AND INCLUDING THE

CURRENT STORM DRAINAGE DESIGN CRITERIA AT

THE TIME OF THE PERMIT OR CARRY SEDIMENT

GENERATED AS PART OF CONSTRUCTION

ACTIVITIES. WHERE APPLICABLE, THESE PRACTICES

ARE IN ADDITION TO THE STANDARD STORM WATER

POLLUTION PREVENTION PLAN DESIGN AND SHALL

INCLUDE ADDITIONAL DITCHES REDIRECTION SITE

DRAINAGE OR TEMPORARY PIPING. THIS NOTE IS

NOT INTENDED TO ADDRESS AND LIABILITY OR

RESPONSIBILITY UNDER TEXAS WATER CODE 11.086

NOTE: PROPOSED WALK SHALL MEET FLUSH WITH

EXISTING PAVEMENT.

LAYOUT PLAN

1" = 20'-0"

0 20 40 L1.07

ISSUE

KEY MAP

SEAL

J:\

8 1

-0

\4.

0 W

ILE

4.2

D\ 4.2

2 S

L1 .07

SHEET

SCALE:

PROJECT #:

CHECKED BY:

DATE:

DRAWN BY:

SCALE:

LANDSCAPE ARCHITECTURE

10401 Stella Link Road Houston, TX 77025 T: 713 871 1414 F: 713 871 0888

CLIENT

BAYBROOK MUNICIPAL UTILITY DIST. 01

10613 W Sam Houston Pkwy. N, Suite 200 Houston, Texas 77064

STRUCTURAL ENGINEER

FRACTAL

9722 Gaston Road, Suite 150-241 Katy, Texas 77494 T: 832.404.2280

IRRIGATION

JAMES POLE IRRIGATION

P.O. BOX 1845

Denton, Texas 76020 T. 972.998.7013

ISSUE FOR BID 09.04.2026

MIDLINE

SECTIONS 6 - 8

HOUSTON, TEXAS

2026.09.03

126-061

HIST

E C

OF ET

LDRE

CAANDS EP A

A N

REW KONYH

2 8 5 6

9/08/2026

E 'G

'/L 1.0

E 'H

'/L 1.0

E 'H

'/L 1.0

E 'J'

/L1 .08

TWILIGHT BLISS LANE

HARMONIC HAVEN DRIVE

MIDLINE SECTION 6

HC PERMIT NO.: 2506260207

MIDLINE SECTION 7

HC PERMIT NO.: 2506260172

LIMIT OF WORK/ EXISTING NEIGHBORHOOD BOUNDARY

LIMIT OF WORK/ FENCE LINE

R.O.W.

LIM

IT OF W

ORK/ B

ACK OF CURB

XX.XX

GRADING AND DRAINAGE LEGEND

KEY MATERIAL

EXISTING CONTOUR

PROPOSED CONTOUR

DRAINAGE PIPE, SIZE AS NOTED

PERFORATED PIPE, SIZED NOTED

SWALE CENTER LINE

SLOPE

SPOT ELEVATION

ABBREVIATIONS

HP HIGH POINT

LP LOW POINT

KEYNOTE LEGEND

KEY MATERIAL

CONCRETE PAVING

RE: A/L1.19

EXISTING ACCESSIBLE RAMP;

DO NOT DISTURB

EXISTING WALK;

DO NOT DISTURB

BRICK THIN WALL

RE: A/L1.17

END COLUMNS

RE: H/L1.17

8' UPGRADED WOOD FENCE

RE: A/L1.18

EXISTING WOOD FENCE;

DO NOT DISTURB

EXISTING SLEEVE;

DO NOT DISTURB

EXISTING CULVERT;

DO NOT DISTURB

EXISTING STORM INLET;

DO NOT DISTURB

CONCRETE EDGE AT

DECOMPOSED GRANITE

RE: E/L1.19

DECOMPOSED GRANITE

RE: D/L1.19

PICNIC TABLES & CHAIRS

RE: C/L1.20

FABRIC SHADE STRUCTURE

RE: A/L1.20

TRASH RECEPTACLE

RE: B/L1.20

DOG WASTE STATION

RE: F/L1.19

EXISTING CULVERT CROSSING;

DO NOT DISTURB

DECORATIVE GRAVEL AT

CULVERT CROSSING; RE: F/L1.19

CONCRETE CORNHOLE

RE: D/L1.20

SYMBOLS

EXPANSION JOINT

48 HOUR NOTICE:

CONTRACTOR SHALL NOTIFY HARRIS COUNTY PRIOR

TO COMMENCING CONSTRUCTION AND/OR

BACKFILLING ANY UTILITIES. CONTRACTOR(S) TO

CONTACT PUBLIC REVIEW DEPARTMENT @

(713-274-3931) OR (public.reveiw@hcpid.org).

1. CONSTRUCTION OF FACILITIES AND/OR PAVING WORK

WITHIN PUBLIC RIGHT-OF-WAY

NOTIFICATIONS (PERMIT) ISSUED BY HARRIS COUNTY

PUBLIC INFRASTRUCTURE DEPARTMENT - PERMITS

OFFICE - IS REQUIRED FOR PROPOSED WORK WITHIN

HARRIS COUNTY RIGHT-OF-WAY. THE PROJECT MUST BE

APPROVED PRIOR TO OBTAINING THE REQUIRED

NOTIFICATION. BE ADVISED THAT A NOTIFICATION MUST

BE OBTAINED SEPARATELY FROM SITE DEVELOPMENT

PERMIT PACKAGE. FOR ADDITIONAL INFORMATION,

PLEASE VISIT

http://www.eng.hctx.net/permits/Public-Review-Code/Public- Review/Notification-of-Construction-in-the-ROW

OR CONTACT PUBLIC REVIEW INSPECTIONS

DEPARTMENT @ (713-274-3931 OR public.review@hcpid.org)

2. HARRIS COUNTY MAY HAVE EXISTING UNDERGROUND

/ OVERHEAD UTILITIES WITHIN THE PROPOSED PROJECT

LIMITS. PLEASE CONTACT THE CALL CENTER AT

(713-881-3210), OR SUBMIT A WORK ORDER REQUESTS

THROUGH http://www.eng.hctx.net/SignalOut TO OBTAIN

FIELD LOCATES.

3. IN AREAS WHERE THE PROJECT DESIGN

INCORPORATES FILL ADJACENT TO NEIGHBORING

LANDOWNERS, THE CONTRACTOR SHALL

IMPLEMENT GRADING AND/OR PERIMETER RUNOFF

CATCHMENT DEVICES (E.G.- PERIMITER DITCHES)

DURING CONSTRUCTION TO ENSURE THAT

ADJACENT PARCELS BORDERING THE PROJECT SITE

DO NOT EXPERIENCE INTERIM DRAINAGE FLOWS

THAT EXCEED PRE-DEVELOPMENT CONDITIONS FOR

STORM EVENTS UP TO AND INCLUDING THE

CURRENT STORM DRAINAGE DESIGN CRITERIA AT

THE TIME OF THE PERMIT OR CARRY SEDIMENT

GENERATED AS PART OF CONSTRUCTION

ACTIVITIES. WHERE APPLICABLE, THESE PRACTICES

ARE IN ADDITION TO THE STANDARD STORM WATER

POLLUTION PREVENTION PLAN DESIGN AND SHALL

INCLUDE ADDITIONAL DITCHES REDIRECTION SITE

DRAINAGE OR TEMPORARY PIPING. THIS NOTE IS

NOT INTENDED TO ADDRESS AND LIABILITY OR

RESPONSIBILITY UNDER TEXAS WATER CODE 11.086

NOTE: PROPOSED WALK SHALL MEET FLUSH WITH

EXISTING PAVEMENT.

LAYOUT PLAN

1" = 20'-0"

0 20 40 L1.08

ISSUE

KEY MAP

SEAL

J:\

8 1

-0

\4.

0 W

ILE

4.2

D\ 4.2

2 S

L1 .08

SHEET

SCALE:

PROJECT #:

CHECKED BY:

DATE:

DRAWN BY:

SCALE:

LANDSCAPE ARCHITECTURE

10401 Stella Link Road Houston, TX 77025 T: 713 871 1414 F: 713 871 0888

CLIENT

BAYBROOK MUNICIPAL UTILITY DIST. 01

10613 W Sam Houston Pkwy. N, Suite 200 Houston, Texas 77064

STRUCTURAL ENGINEER

FRACTAL

9722 Gaston Road, Suite 150-241 Katy, Texas 77494 T: 832.404.2280

IRRIGATION

JAMES POLE IRRIGATION

P.O. BOX 1845

Denton, Texas 76020 T. 972.998.7013

ISSUE FOR BID 09.04.2026

MIDLINE

SECTIONS 6 - 8

HOUSTON, TEXAS

2026.09.03

126-061

HIST

E C

OF ET

LDRE

CAANDS EP A

A N

REW KONYH

2 8 5 6

9/04/2026

E 'J'

/L1 .07

E 'K

'/L 1.0

MATCHLINE 'T'/L1.16

TWILIGHT BLISS LANE

LIMIT OF WORK/ EXISTING NEIGHBORHOOD BOUNDARY

MIDLINE SECTION 7

HC PERMIT NO.: 2506260172

LIM

O F

K/ B

LIMIT OF WORK/ FENCE LINE

LIM

O F

K/ F

R.O.W.

XX.XX

GRADING AND DRAINAGE LEGEND

KEY MATERIAL

EXISTING CONTOUR

PROPOSED CONTOUR

DRAINAGE PIPE, SIZE AS NOTED

PERFORATED PIPE, SIZED NOTED

SWALE CENTER LINE

SLOPE

SPOT ELEVATION

ABBREVIATIONS

HP HIGH POINT

LP LOW POINT

KEYNOTE LEGEND

KEY MATERIAL

CONCRETE PAVING

RE: A/L1.19

EXISTING ACCESSIBLE RAMP;

DO NOT DISTURB

EXISTING WALK;

DO NOT DISTURB

BRICK THIN WALL

RE: A/L1.17

END COLUMNS

RE: H/L1.17

8' UPGRADED WOOD FENCE

RE: A/L1.18

EXISTING WOOD FENCE;

DO NOT DISTURB

EXISTING SLEEVE;

DO NOT DISTURB

EXISTING CULVERT;

DO NOT DISTURB

EXISTING STORM INLET;

DO NOT DISTURB

CONCRETE EDGE AT

DECOMPOSED GRANITE

RE: E/L1.19

DECOMPOSED GRANITE

RE: D/L1.19

PICNIC TABLES & CHAIRS

RE: C/L1.20

FABRIC SHADE STRUCTURE

RE: A/L1.20

TRASH RECEPTACLE

RE: B/L1.20

DOG WASTE STATION

RE: F/L1.19

EXISTING CULVERT CROSSING;

DO NOT DISTURB

DECORATIVE GRAVEL AT

CULVERT CROSSING; RE: F/L1.19

CONCRETE CORNHOLE

RE: D/L1.20

SYMBOLS

EXPANSION JOINT

48 HOUR NOTICE:

CONTRACTOR SHALL NOTIFY HARRIS COUNTY PRIOR

TO COMMENCING CONSTRUCTION AND/OR

BACKFILLING ANY UTILITIES. CONTRACTOR(S) TO

CONTACT PUBLIC REVIEW DEPARTMENT @

(713-274-3931) OR (public.reveiw@hcpid.org).

1. CONSTRUCTION OF FACILITIES AND/OR PAVING WORK

WITHIN PUBLIC RIGHT-OF-WAY

NOTIFICATIONS (PERMIT) ISSUED BY HARRIS COUNTY

PUBLIC INFRASTRUCTURE DEPARTMENT - PERMITS

OFFICE - IS REQUIRED FOR PROPOSED WORK WITHIN

HARRIS COUNTY RIGHT-OF-WAY. THE PROJECT MUST BE

APPROVED PRIOR TO OBTAINING THE REQUIRED

NOTIFICATION. BE ADVISED THAT A NOTIFICATION MUST

BE OBTAINED SEPARATELY FROM SITE DEVELOPMENT

PERMIT PACKAGE. FOR ADDITIONAL INFORMATION,

PLEASE VISIT

http://www.eng.hctx.net/permits/Public-Review-Code/Public- Review/Notification-of-Construction-in-the-ROW

OR CONTACT PUBLIC REVIEW INSPECTIONS

DEPARTMENT @ (713-274-3931 OR public.review@hcpid.org)

2. HARRIS COUNTY MAY HAVE EXISTING UNDERGROUND

/ OVERHEAD UTILITIES WITHIN THE PROPOSED PROJECT

LIMITS. PLEASE CONTACT THE CALL CENTER AT

(713-881-3210), OR SUBMIT A WORK ORDER REQUESTS

THROUGH http://www.eng.hctx.net/SignalOut TO OBTAIN

FIELD LOCATES.

3. IN AREAS WHERE THE PROJECT DESIGN

INCORPORATES FILL ADJACENT TO NEIGHBORING

LANDOWNERS, THE CONTRACTOR SHALL

IMPLEMENT GRADING AND/OR PERIMETER RUNOFF

CATCHMENT DEVICES (E.G.- PERIMITER DITCHES)

DURING CONSTRUCTION TO ENSURE THAT

ADJACENT PARCELS BORDERING THE PROJECT SITE

DO NOT EXPERIENCE INTERIM DRAINAGE FLOWS

THAT EXCEED PRE-DEVELOPMENT CONDITIONS FOR

STORM EVENTS UP TO AND INCLUDING THE

CURRENT STORM DRAINAGE DESIGN CRITERIA AT

THE TIME OF THE PERMIT OR CARRY SEDIMENT

GENERATED AS PART OF CONSTRUCTION

ACTIVITIES. WHERE APPLICABLE, THESE PRACTICES

ARE IN ADDITION TO THE STANDARD STORM WATER

POLLUTION PREVENTION PLAN DESIGN AND SHALL

INCLUDE ADDITIONAL DITCHES REDIRECTION SITE

DRAINAGE OR TEMPORARY PIPING. THIS NOTE IS

NOT INTENDED TO ADDRESS AND LIABILITY OR

RESPONSIBILITY UNDER TEXAS WATER CODE 11.086

NOTE: PROPOSED WALK SHALL MEET FLUSH WITH

EXISTING PAVEMENT.

LAYOUT PLAN

1" = 20'-0"

L1.09

ISSUE

KEY MAP

SEAL

J:\

8 1

-0

\4.

0 W

ILE

4.2

D\ 4.2

2 S

L1 .09

SHEET

SCALE:

PROJECT #:

CHECKED BY:

DATE:

DRAWN BY:

SCALE:

LANDSCAPE ARCHITECTURE

10401 Stella Link Road Houston, TX 77025 T: 713 871 1414 F: 713 871 0888

CLIENT

BAYBROOK MUNICIPAL UTILITY DIST. 01

10613 W Sam Houston Pkwy. N, Suite 200 Houston, Texas 77064

STRUCTURAL ENGINEER

FRACTAL

9722 Gaston Road, Suite 150-241 Katy, Texas 77494 T: 832.404.2280

IRRIGATION

JAMES POLE IRRIGATION

P.O. BOX 1845

Denton, Texas 76020 T. 972.998.7013

ISSUE FOR BID 09.04.2026

MIDLINE

SECTIONS 6 - 8

HOUSTON, TEXAS

2026.09.03

126-061

HIST

E C

OF ET

LDRE

CAANDS EP A

A N

REW KONYH

2 8 5 6

9/04/2026

E 'K

'/L 1.0

MATCHLINE 'L'/L1.10

SOLACE BLOOM LANE

BAY AREA BLVD

MIDLINE SECTION 7

HC PERMIT NO.: 2506260172

LIMIT OF WORK/ BACK OF CURB

LIMIT OF WORK/ FENCE LINE

LIMIT OF WORK/ BACK OF CURB

LIMIT OF WORK/ FENCE LINE

R.O.W.

XX.XX

GRADING AND DRAINAGE LEGEND

KEY MATERIAL

EXISTING CONTOUR

PROPOSED CONTOUR

DRAINAGE PIPE, SIZE AS NOTED

PERFORATED PIPE, SIZED NOTED

SWALE CENTER LINE

SLOPE

SPOT ELEVATION

ABBREVIATIONS

HP HIGH POINT

LP LOW POINT

KEYNOTE LEGEND

KEY MATERIAL

CONCRETE PAVING

RE: A/L1.19

EXISTING ACCESSIBLE RAMP;

DO NOT DISTURB

EXISTING WALK;

DO NOT DISTURB

BRICK THIN WALL

RE: A/L1.17

END COLUMNS

RE: H/L1.17

8' UPGRADED WOOD FENCE

RE: A/L1.18

EXISTING WOOD FENCE;

DO NOT DISTURB

EXISTING SLEEVE;

DO NOT DISTURB

EXISTING CULVERT;

DO NOT DISTURB

EXISTING STORM INLET;

DO NOT DISTURB

CONCRETE EDGE AT

DECOMPOSED GRANITE

RE: E/L1.19

DECOMPOSED GRANITE

RE: D/L1.19

PICNIC TABLES & CHAIRS

RE: C/L1.20

FABRIC SHADE STRUCTURE

RE: A/L1.20

TRASH RECEPTACLE

RE: B/L1.20

DOG WASTE STATION

RE: F/L1.19

EXISTING CULVERT CROSSING;

DO NOT DISTURB

DECORATIVE GRAVEL AT

CULVERT CROSSING; RE: F/L1.19

CONCRETE CORNHOLE

RE: D/L1.20

SYMBOLS

EXPANSION JOINT

48 HOUR NOTICE:

CONTRACTOR SHALL NOTIFY HARRIS COUNTY PRIOR

TO COMMENCING CONSTRUCTION AND/OR

BACKFILLING ANY UTILITIES. CONTRACTOR(S) TO

CONTACT PUBLIC REVIEW DEPARTMENT @

(713-274-3931) OR (public.reveiw@hcpid.org).

1. CONSTRUCTION OF FACILITIES AND/OR PAVING WORK

WITHIN PUBLIC RIGHT-OF-WAY

NOTIFICATIONS (PERMIT) ISSUED BY HARRIS COUNTY

PUBLIC INFRASTRUCTURE DEPARTMENT - PERMITS

OFFICE - IS REQUIRED FOR PROPOSED WORK WITHIN

HARRIS COUNTY RIGHT-OF-WAY. THE PROJECT MUST BE

APPROVED PRIOR TO OBTAINING THE REQUIRED

NOTIFICATION. BE ADVISED THAT A NOTIFICATION MUST

BE OBTAINED SEPARATELY FROM SITE DEVELOPMENT

PERMIT PACKAGE. FOR ADDITIONAL INFORMATION,

PLEASE VISIT

http://www.eng.hctx.net/permits/Public-Review-Code/Public- Review/Notification-of-Construction-in-the-ROW

OR CONTACT PUBLIC REVIEW INSPECTIONS

DEPARTMENT @ (713-274-3931 OR public.review@hcpid.org)

2. HARRIS COUNTY MAY HAVE EXISTING UNDERGROUND

/ OVERHEAD UTILITIES WITHIN THE PROPOSED PROJECT

LIMITS. PLEASE CONTACT THE CALL CENTER AT

(713-881-3210), OR SUBMIT A WORK ORDER REQUESTS

THROUGH http://www.eng.hctx.net/SignalOut TO OBTAIN

FIELD LOCATES.

3. IN AREAS WHERE THE PROJECT DESIGN

INCORPORATES FILL ADJACENT TO NEIGHBORING

LANDOWNERS, THE CONTRACTOR SHALL

IMPLEMENT GRADING AND/OR PERIMETER RUNOFF

CATCHMENT DEVICES (E.G.- PERIMITER DITCHES)

DURING CONSTRUCTION TO ENSURE THAT

ADJACENT PARCELS BORDERING THE PROJECT SITE

DO NOT EXPERIENCE INTERIM DRAINAGE FLOWS

THAT EXCEED PRE-DEVELOPMENT CONDITIONS FOR

STORM EVENTS UP TO AND INCLUDING THE

CURRENT STORM DRAINAGE DESIGN CRITERIA AT

THE TIME OF THE PERMIT OR CARRY SEDIMENT

GENERATED AS PART OF CONSTRUCTION

ACTIVITIES. WHERE…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Sep 9, 2026.