Midline Beamer Road Streetscape Phase 2 Landscape Improvements For Bid Set.pdf

28 MB Posted

Attached to
Midline Beamer Road Streetscapes Phase 2 Landscape Improvements
Solicitation number
124-084
Issued by
Harris County, Texas

About this file

Written by GovTribe AI ·

This is a bid set package for landscape improvements prepared by the Baybrook Municipal Utility District No. 1 in Houston, Texas, issued for bid on August 28, 2026. The project scope encompasses grading, sidewalks, hardscape, planting, and irrigation improvements along the Midline Beamer Road streetscape, designated as Phase 2. The construction documents include overall plans, layout plans at scales of 1" = 20'-0", construction details for concrete paving and decorative elements, irrigation plans across multiple sheets, and planting plans with associated details and schedules. Key project elements include approximately 10,087.46 square feet of work area with 0.0250 acres of construction, concrete sidewalks with sand leveling courses, concrete paver bands in running bond patterns using limestone and pewter-colored materials, brick veneer cheek walls, custom bridge railings with metal logos, dog waste stations, trash receptacles, and mixed plantings including shade trees (bald cypress, southern live oak), ornamental trees (crape myrtle, Chinese fringe tree), shrubs, and groundcover species planted in designated beds. The project incorporates multiple sections across Harris County rights-of-way with coordinate points and spot elevations ranging from 27 to 46 feet.

All work must comply with Harris County construction standards, City of Houston's design manual and specifications for utility systems, and floodplain management regulations. The contractor must provide 24-hour advance notification to Harris County Engineering Department at (713) 274-3823 and 48-hour written notification to the Harris County Public Infrastructure Department prior to commencing utility and paving construction. All underground/overhead utilities must be field-located by contacting the call center at (713) 881-3210 prior to construction. Permits required include Harris County Right-of-Way notifications, floodplain permits, and utility construction notifications, which must be obtained separately from site development permits. The project includes materials such as reinforced concrete (C76 Class III) for storm sewers, cement-stabilized sand bedding and backfill for pipes, concrete pavers with polymeric jointing sand, and native Texas plantings designed for durability in the local climate. Construction must follow the Texas Manual on Uniform Traffic Control Devices and adhere to Americans with Disabilities Act requirements for all concrete walks with maximum 2 percent cross slopes.

View the file

On GovTribe

Work with this file

  • Download the original file
  • Contacts named in this file
  • Similar government files
  • Ask GovTribe AI about this file
Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

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.

COVER

HC EXPRESS REVIEW SHEET L0.01

HCFC EXPRESS REVIEW SHEET L0.02

OVERALL PLAN L1.00

LAYOUT PLANS L1.01-L1.11

CONSTRUCTION DETAILS L1.12-L1.14

CONSTRUCTION NOTES AND

SCHEDULE L1.15

IRRIGATION PLANS L2.01-L2.11

IRRIGATION DETAILS AND NOTES L2.12

PLANTING PLANS L3.01 - L3.11

PLANTING DETAILS L3.12

PLANTING NOTES AND SCHEDULE L3.13

PLANTING SCHEDULE L3.14

CIVIL - SERVICE AREA MAP 46

CIVIL - SWPPP LAYOUT 47

CIVIL - SWPPP DETAILS 48

CIVIL - TCP 49

TITLE SHEET NO.

CCA PROJECT NO.

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

MIDLINE

BEAMER ROAD STREETSCAPE PHASE 2

Landscape Improvements

Baybrook Municipal Utility District No. 1 Houston, Texas

ISSUE FOR BID

08.28.2026

124-084

HIST

E C

CT

TE

SA

ET

S

TA

I

RE

G

OF ET

X

R

LD

RE

CAANDS EP A

A N

D

REW KONYH

A

2 8 5 6

8/31/2026

N

VICINITY MAP

PROJECT LOCATION

N

LOCATION MAP

PROJECT LOCATION

FM 528

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.

3.

4.

8.

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.

08/20/2026

(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

08/20/2026

HARMONIC HAVEN DRIVE

SERENITY POINT STREET

MAJESTIC BLUFF STREET

MOONBEAM HOLLOW DRIVE

GOLDEN BALANCE DRIVE

MOONLIT FOUNTAIN DRIVE

TRANQUIL MEADOW DRIVE

LA

VENDER BREEZE

DRIVE

SOLA

CE BLO

OM LA

NE

AURORA ORCHARD LANE

MEADOW DREAM STR

EET

SOLACE MEADOWSROAD

LX.01

LX.02

LX.03

LX.04

LX.11

LX.09

LX.08

LX.06

SECTION 7

SECTION 8

SECTION 6

BEAMER ROAD

EMBER

SOLACE

COURT

FIFE LANE

EXPLORER

CREEK TRAIL

LX.10

BAY AREA BLV

D

LX.05

LX.07

MATCHLINE 'A'

MATCHLINE 'B'

MATCHLINE 'C'

MATCHLINE 'D'

MATC

HLIN

E 'E

MATC

HLIN

E 'F'

MATC

HLIN

E 'G

MATC

HLIN

E 'H

MATCHLINE 'J'

MATC

HLIN

E 'K'

MATCHLINE 'L'

FUTURE

DEVELOPMENT

JASMINE ROAD

FUTURE

DEVELOPMENTSECTION 2

SECTION 1

OVERALL PLAN

1" = 200'-0"

N

0 200 400 L1.00

ISSUE

KEY MAP

SEAL

J:\

MI

DL

IN

E\

MI

DL

IN

E

BE

AM

ER

R

OA

D

ST

RE

ET

SC

AP

E

PH

AS

E

4-

4\4 .0

W

OR

KI

NG

F

ILE

S\ 4.2

C

AD

\4.

S

HE

ET

S\

L1 .00

O

VE

RA

LL

PL

AN

.D W

G

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 8.28.2026

MIDLINE BEAMER ROAD

STREETSCAPE PHASE 2

HOUSTON, TEXAS

SB

CG

8.27.2026

124-084

HIST

E C

CT

TE

SA

ET

S

TA

I

RE

G

OF ET

X

R

LDRE

CAANDS EP A

A N

D

REW KONYH

A

2 8 5 6

8/28/2026

.46 S.

F.

0.0

0 A

C.

MIDLINE BEAMER PHASE 2HC PERMIT NO.: 2506060091

BEAMER ROAD

LIMIT OF WORK - BACK OF CURB

LIMIT OF WORK - BACK OF CURB

JA

SM

IN

E

RO

AD

FUTURE SECTION

BY OTHERS

R.O.W.

KEYNOTE LEGEND

KEY MATERIAL

CONCRETE PAVING

RE: A/L1.12

EXISTING ACCESSIBLE RAMP;

DO NOT DISTURB

EXISTING BRICK THIN WALL;

DO NOT DISTURB

EXISTING END COLUMNS;

DO NOT DISTURB

BRIDGE CROSSING RAILING

RE: A/L1.13

CROSSING END/ CENTER COLUMN

RE: B/L1.13, A/L1.15

MEET FLUSH WITH EXISTING

WALK/ LANDING

DOGIPOT AND TRASH

RECEPTACLE ON CONCRETE PAD

RE: F,G/L1.12

PAVER BAND

RE: C/L1.14

MEDIAN PAVER TIP AT ENTRY

RE: D/L1.14

EXISTING/ FUTURE WALKS;

DO NOT DISTURB

EXISTING SLEEVE

EXISTING CULVERT;

DO NOT DISTURB

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

XX.XX

GRADING AND DRAINAGE LEGEND

EXISTING CONTOUR

PROPOSED CONTOUR

DRAINAGE PIPE, SIZE AS NOTED

PERFORATED DRAIN PIPE

SWALE CENTER LINE

SLOPE

SPOT ELEVATION

ABBREVIATIONS

TW / BW TOP/ BOTTOM OF WALL

+HP HIGH POINT

+LP LOW POINT

RIM RIM ELEVATION

TG TOP OF GRADE

TP TOP OF PAVING

TW TOP OF WALL

LAYOUT PLAN

1" = 20'-0"

N

0 20 40 L1.01

ISSUE

KEY MAP

SEAL

J:\

MI

DL

IN

E\

MI

DL

IN

E

BE

AM

ER

R

OA

D

ST

RE

ET

SC

AP

E

PH

AS

E

4-

4\4 .0

W

OR

KI

NG

F

ILE

S\ 4.2

C

AD

\4.

S

HE

ET

S\

L1 .01

LA

YO

UT

PL

AN

.D

W G

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 8.28.2026

MIDLINE BEAMER ROAD

STREETSCAPE PHASE 2

HOUSTON, TEXAS

SB

CG

8.27.2026

124-084

HIST

E C

CT

TE

SA

ET

S

TA

I

RE

G

OF ET

X

R

LDRE

CAANDS EP A

A N

D

REW KONYH

A

2 8 5 6

8/28/2026

MATCHLINE 'A'/L1.02

MA

TC

HL

IN

E 'B

'/L 1.0

'-0

CW_007

CW_003

CW_001

CW_010

CW_012

MI

DL

IN

E

FI

FE

LA

NE

HC

P

ER

MI

T

NO

.: 2

MIDLINE BEAMER PHASE 2HC PERMIT NO.: 2506060091

MIDLINE SECTION 8

HC PERMIT NO.: 2507240122

CW_002

CW_004

CW_006

CW_008

CW_009

CW_011

8'-0" 8'-0"

CW_005

04 FI

FE

LA

NE

BEAMER ROAD

LIMIT OF WORK - FENCELINE

R.O.W.

R.

O.

W

KEYNOTE LEGEND

KEY MATERIAL

CONCRETE PAVING

RE: A/L1.12

EXISTING ACCESSIBLE RAMP;

DO NOT DISTURB

EXISTING BRICK THIN WALL;

DO NOT DISTURB

EXISTING END COLUMNS;

DO NOT DISTURB

BRIDGE CROSSING RAILING

RE: A/L1.13

CROSSING END/ CENTER COLUMN

RE: B/L1.13, A/L1.15

MEET FLUSH WITH EXISTING

WALK/ LANDING

DOGIPOT AND TRASH

RECEPTACLE ON CONCRETE PAD

RE: F,G/L1.12

PAVER BAND

RE: C/L1.14

MEDIAN PAVER TIP AT ENTRY

RE: D/L1.14

EXISTING/ FUTURE WALKS;

DO NOT DISTURB

EXISTING SLEEVE

EXISTING CULVERT;

DO NOT DISTURB

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

XX.XX

GRADING AND DRAINAGE LEGEND

EXISTING CONTOUR

PROPOSED CONTOUR

DRAINAGE PIPE, SIZE AS NOTED

PERFORATED DRAIN PIPE

SWALE CENTER LINE

SLOPE

SPOT ELEVATION

ABBREVIATIONS

TW / BW TOP/ BOTTOM OF WALL

+HP HIGH POINT

+LP LOW POINT

RIM RIM ELEVATION

TG TOP OF GRADE

TP TOP OF PAVING

TW TOP OF WALL

LAYOUT PLAN

1" = 20'-0"

N

L1.02

ISSUE

KEY MAP

SEAL

J:\

MI

DL

IN

E\

MI

DL

IN

E

BE

AM

ER

R

OA

D

ST

RE

ET

SC

AP

E

PH

AS

E

4-

4\4 .0

W

OR

KI

NG

F

ILE

S\ 4.2

C

AD

\4.

S

HE

ET

S\

L1 .02

LA

YO

UT

PL

AN

.D

W G

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 8.28.2026

MIDLINE BEAMER ROAD

STREETSCAPE PHASE 2

HOUSTON, TEXAS

SB

CG

8.27.2026

124-084

HIST

E C

CT

TE

SA

ET

S

TA

I

RE

G

OF ET

X

R

LDRE

CAANDS EP A

A N

D

REW KONYH

A

2 8 5 6

8/28/2026

MA

TC

HL

IN

E 'B

'/L 1.0

MATCHLINE 'A'/L1.01

0 20 40

'-0

"CW_014

MIDLINE BEAMER PHASE 2

HC PERMIT NO.: 2506060091

MIDLINE SECTION 8

HC PERMIT NO.: 2507240122

CW_013

CW_015

BEAMER ROAD

R.O.W.

LIMIT OF WORK - FENCELINE

LIMIT OF WORK - BACK OF CURB

LIMIT OF WORK - BACK OF CURB

LIMIT OF WORK - BACK OF CURB

FUTURE SECTION

BY OTHERS

SOLACE MEADOWS ROAD

R.O.W.

KEYNOTE LEGEND

KEY MATERIAL

CONCRETE PAVING

RE: A/L1.12

EXISTING ACCESSIBLE RAMP;

DO NOT DISTURB

EXISTING BRICK THIN WALL;

DO NOT DISTURB

EXISTING END COLUMNS;

DO NOT DISTURB

BRIDGE CROSSING RAILING

RE: A/L1.13

CROSSING END/ CENTER COLUMN

RE: B/L1.13, A/L1.15

MEET FLUSH WITH EXISTING

WALK/ LANDING

DOGIPOT AND TRASH

RECEPTACLE ON CONCRETE PAD

RE: F,G/L1.12

PAVER BAND

RE: C/L1.14

MEDIAN PAVER TIP AT ENTRY

RE: D/L1.14

EXISTING/ FUTURE WALKS;

DO NOT DISTURB

EXISTING SLEEVE

EXISTING CULVERT;

DO NOT DISTURB

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

XX.XX

GRADING AND DRAINAGE LEGEND

EXISTING CONTOUR

PROPOSED CONTOUR

DRAINAGE PIPE, SIZE AS NOTED

PERFORATED DRAIN PIPE

SWALE CENTER LINE

SLOPE

SPOT ELEVATION

ABBREVIATIONS

TW / BW TOP/ BOTTOM OF WALL

+HP HIGH POINT

+LP LOW POINT

RIM RIM ELEVATION

TG TOP OF GRADE

TP TOP OF PAVING

TW TOP OF WALL

LAYOUT PLAN

1" = 20'-0"

N

L1.03

ISSUE

KEY MAP

SEAL

J:\

MI

DL

IN

E\

MI

DL

IN

E

BE

AM

ER

R

OA

D

ST

RE

ET

SC

AP

E

PH

AS

E

4-

4\4 .0

W

OR

KI

NG

F

ILE

S\ 4.2

C

AD

\4.

S

HE

ET

S\

L1 .03

LA

YO

UT

PL

AN

.D

W G

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 8.28.2026

MIDLINE BEAMER ROAD

STREETSCAPE PHASE 2

HOUSTON, TEXAS

SB

CG

8.27.2026

124-084

HIST

E C

CT

TE

SA

ET

S

TA

I

RE

G

OF ET

X

R

LDRE

CAANDS EP A

A N

D

REW KONYH

A

2 8 5 6

8/28/2026

MA

TC

HL

IN

E 'B

'/L 1.0

1,L 1.0

MA

TC

HL

IN

E 'C

'/L 1.0

10'-0"

CW_016

MIDLINE BEAMER PHASE 2

HC PERMIT NO.: 2506060091

MIDLINE SECTION 8

HC PERMIT NO.: 2507240122

R.O.W.

BEAMER ROAD

LIMIT OF WORK - BACK OF CURB

LIMIT OF WORK - PROPERTY LINE

LIMIT OF WORK -PROPERTY LINE

LIMIT OF WORK - BACK OF CURB

LIMIT OF WORK - BACK OF CURB

FUTURE SECTION

BY OTHERS

LUMINOUS GLOW COURT

R.O.W.

LIM

IT

OF

W

OR

K

KEYNOTE LEGEND

KEY MATERIAL

CONCRETE PAVING

RE: A/L1.12

EXISTING ACCESSIBLE RAMP;

DO NOT DISTURB

EXISTING BRICK THIN WALL;

DO NOT DISTURB

EXISTING END COLUMNS;

DO NOT DISTURB

BRIDGE CROSSING RAILING

RE: A/L1.13

CROSSING END/ CENTER COLUMN

RE: B/L1.13, A/L1.15

MEET FLUSH WITH EXISTING

WALK/ LANDING

DOGIPOT AND TRASH

RECEPTACLE ON CONCRETE PAD

RE: F,G/L1.12

PAVER BAND

RE: C/L1.14

MEDIAN PAVER TIP AT ENTRY

RE: D/L1.14

EXISTING/ FUTURE WALKS;

DO NOT DISTURB

EXISTING SLEEVE

EXISTING CULVERT;

DO NOT DISTURB

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

XX.XX

GRADING AND DRAINAGE LEGEND

EXISTING CONTOUR

PROPOSED CONTOUR

DRAINAGE PIPE, SIZE AS NOTED

PERFORATED DRAIN PIPE

SWALE CENTER LINE

SLOPE

SPOT ELEVATION

ABBREVIATIONS

TW / BW TOP/ BOTTOM OF WALL

+HP HIGH POINT

+LP LOW POINT

RIM RIM ELEVATION

TG TOP OF GRADE

TP TOP OF PAVING

TW TOP OF WALL

LAYOUT PLAN

1" = 20'-0"

N

L1.04

ISSUE

KEY MAP

SEAL

J:\

MI

DL

IN

E\

MI

DL

IN

E

BE

AM

ER

R

OA

D

ST

RE

ET

SC

AP

E

PH

AS

E

4-

4\4 .0

W

OR

KI

NG

F

ILE

S\ 4.2

C

AD

\4.

S

HE

ET

S\

L1 .04

LA

YO

UT

PL

AN

.D

W G

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 8.28.2026

MIDLINE BEAMER ROAD

STREETSCAPE PHASE 2

HOUSTON, TEXAS

SB

CG

8.27.2026

124-084

HIST

E C

CT

TE

SA

ET

S

TA

I

RE

G

OF ET

X

R

LDRE

CAANDS EP A

A N

D

REW KONYH

A

2 8 5 6

8/28/2026

MA

TC

HL

IN

E 'C

'/L 1.0

MA

TC

HL

IN

E 'D

'/L 1.0

0 20 40

N

39 39

45 46

MIDLINE BEAMER PHASE 2

HC PERMIT NO.: 2506060091

BEAMER ROAD

LIMIT OF W

ORK - BACK OF CURB

LIMIT OF W

ORK - BACK OF CURB

LIMIT OF W

ORK - BACK OF CURB

LIMIT OF W

ORK - BACK OF CURB

LIMIT OF WORK

LIMIT OF WORK

LIMIT OF WORK - EDGE OF CHANNEL

R.O.W

R.O.W

FUTURE SECTION

BY OTHERS

KEYNOTE LEGEND

KEY MATERIAL

CONCRETE PAVING

RE: A/L1.12

EXISTING ACCESSIBLE RAMP;

DO NOT DISTURB

EXISTING BRICK THIN WALL;

DO NOT DISTURB

EXISTING END COLUMNS;

DO NOT DISTURB

BRIDGE CROSSING RAILING

RE: A/L1.13

CROSSING END/ CENTER COLUMN

RE: B/L1.13, A/L1.15

MEET FLUSH WITH EXISTING

WALK/ LANDING

DOGIPOT AND TRASH

RECEPTACLE ON CONCRETE PAD

RE: F,G/L1.12

PAVER BAND

RE: C/L1.14

MEDIAN PAVER TIP AT ENTRY

RE: D/L1.14

EXISTING/ FUTURE WALKS;

DO NOT DISTURB

EXISTING SLEEVE

EXISTING CULVERT;

DO NOT DISTURB

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

XX.XX

GRADING AND DRAINAGE LEGEND

EXISTING CONTOUR

PROPOSED CONTOUR

DRAINAGE PIPE, SIZE AS NOTED

PERFORATED DRAIN PIPE

SWALE CENTER LINE

SLOPE

SPOT ELEVATION

ABBREVIATIONS

TW / BW TOP/ BOTTOM OF WALL

+HP HIGH POINT

+LP LOW POINT

RIM RIM ELEVATION

TG TOP OF GRADE

TP TOP OF PAVING

TW TOP OF WALL

LAYOUT PLAN

1" = 20'-0"

N

L1.05

ISSUE

KEY MAP

SEAL

J:\

MI

DL

IN

E\

MI

DL

IN

E

BE

AM

ER

R

OA

D

ST

RE

ET

SC

AP

E

PH

AS

E

4-

4\4 .0

W

OR

KI

NG

F

ILE

S\ 4.2

C

AD

\4.

S

HE

ET

S\

L1 .05

LA

YO

UT

PL

AN

.D

W G

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 8.28.2026

MIDLINE BEAMER ROAD

STREETSCAPE PHASE 2

HOUSTON, TEXAS

SB

CG

8.27.2026

124-084

HIST

E C

CT

TE

SA

ET

S

TA

I

RE

G

OF ET

X

R

LDRE

CAANDS EP A

A N

D

REW KONYH

A

2 8 5 6

8/28/2026

MATCHLINE 'D'/L1.04

MATCHLINE 'E'/L1.06

MIDLINE BEAMER PHASE 2

HC PERMIT NO.: 2506060091

BEAMER ROAD

LIMIT OF WORK - BACK OF CURB

LIMIT OF WORK - BACK OF CURB

LIMIT OF WORK - BACK OF CURB

LIMIT OF WORK - EDGE OF CHANNEL

R.O.W.

R.O.W.

KEYNOTE LEGEND

KEY MATERIAL

CONCRETE PAVING

RE: A/L1.12

EXISTING ACCESSIBLE RAMP;

DO NOT DISTURB

EXISTING BRICK THIN WALL;

DO NOT DISTURB

EXISTING END COLUMNS;

DO NOT DISTURB

BRIDGE CROSSING RAILING

RE: A/L1.13

CROSSING END/ CENTER COLUMN

RE: B/L1.13, A/L1.15

MEET FLUSH WITH EXISTING

WALK/ LANDING

DOGIPOT AND TRASH

RECEPTACLE ON CONCRETE PAD

RE: F,G/L1.12

PAVER BAND

RE: C/L1.14

MEDIAN PAVER TIP AT ENTRY

RE: D/L1.14

EXISTING/ FUTURE WALKS;

DO NOT DISTURB

EXISTING SLEEVE

EXISTING CULVERT;

DO NOT DISTURB

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

XX.XX

GRADING AND DRAINAGE LEGEND

EXISTING CONTOUR

PROPOSED CONTOUR

DRAINAGE PIPE, SIZE AS NOTED

PERFORATED DRAIN PIPE

SWALE CENTER LINE

SLOPE

SPOT ELEVATION

ABBREVIATIONS

TW / BW TOP/ BOTTOM OF WALL

+HP HIGH POINT

+LP LOW POINT

RIM RIM ELEVATION

TG TOP OF GRADE

TP TOP OF PAVING

TW TOP OF WALL

LAYOUT PLAN

1" = 20'-0"

N

L1.06

ISSUE

KEY MAP

SEAL

J:\

MI

DL

IN

E\

MI

DL

IN

E

BE

AM

ER

R

OA

D

ST

RE

ET

SC

AP

E

PH

AS

E

4-

4\4 .0

W

OR

KI

NG

F

ILE

S\ 4.2

C

AD

\4.

S

HE

ET

S\

L1 .06

LA

YO

UT

PL

AN

.D

W G

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 8.28.2026

MIDLINE BEAMER ROAD

STREETSCAPE PHASE 2

HOUSTON, TEXAS

SB

CG

8.27.2026

124-084

HIST

E C

CT

TE

SA

ET

S

TA

I

RE

G

OF ET

X

R

LDRE

CAANDS EP A

A N

D

REW KONYH

A

2 8 5 6

8/28/2026

MA

TC

HL

IN

E 'F'

/L1 .07

MA

TC

HL

IN

E 'E

'/L 1.0

MIDLINE BEAMER PHASE 2

HC PERMIT NO.: 2506060091

BEAMER ROAD

LIMIT OF WORK - BACK OF CURB

LIMIT OF WORK - BACK OF CURB

LIMIT OF WORK - BACK OF CURB

LIMIT OF WORK - EDGE OF CHANNEL

R.O.W.

R.O.W.

KEYNOTE LEGEND

KEY MATERIAL

CONCRETE PAVING

RE: A/L1.12

EXISTING ACCESSIBLE RAMP;

DO NOT DISTURB

EXISTING BRICK THIN WALL;

DO NOT DISTURB

EXISTING END COLUMNS;

DO NOT DISTURB

BRIDGE CROSSING RAILING

RE: A/L1.13

CROSSING END/ CENTER COLUMN

RE: B/L1.13, A/L1.15

MEET FLUSH WITH EXISTING

WALK/ LANDING

DOGIPOT AND TRASH

RECEPTACLE ON CONCRETE PAD

RE: F,G/L1.12

PAVER BAND

RE: C/L1.14

MEDIAN PAVER TIP AT ENTRY

RE: D/L1.14

EXISTING/ FUTURE WALKS;

DO NOT DISTURB

EXISTING SLEEVE

EXISTING CULVERT;

DO NOT DISTURB

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

XX.XX

GRADING AND DRAINAGE LEGEND

EXISTING CONTOUR

PROPOSED CONTOUR

DRAINAGE PIPE, SIZE AS NOTED

PERFORATED DRAIN PIPE

SWALE CENTER LINE

SLOPE

SPOT ELEVATION

ABBREVIATIONS

TW / BW TOP/ BOTTOM OF WALL

+HP HIGH POINT

+LP LOW POINT

RIM RIM ELEVATION

TG TOP OF GRADE

TP TOP OF PAVING

TW TOP OF WALL

LAYOUT PLAN

1" = 20'-0"

N

L1.07

ISSUE

KEY MAP

SEAL

J:\

MI

DL

IN

E\

MI

DL

IN

E

BE

AM

ER

R

OA

D

ST

RE

ET

SC

AP

E

PH

AS

E

4-

4\4 .0

W

OR

KI

NG

F

ILE

S\ 4.2

C

AD

\4.

S

HE

ET

S\

L1 .07

LA

YO

UT

PL

AN

.D

W G

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 8.28.2026

MIDLINE BEAMER ROAD

STREETSCAPE PHASE 2

HOUSTON, TEXAS

SB

CG

8.27.2026

124-084

HIST

E C

CT

TE

SA

ET

S

TA

I

RE

G

OF ET

X

R

LDRE

CAANDS EP A

A N

D

REW KONYH

A

2 8 5 6

8/28/2026

MA

TC

HL

IN

E 'G

'/L 1.0

MA

TC

HL

IN

E 'F'

/L1 .06

6'-0"

CW_018

CW_020

CW_022

CW_024

CW_026

CW_028

CW_030

08 SF_02

MIDLINE BEAMER PHASE 2

HC PERMIT NO.: 2506060091

MIDLINE SECTION 7

HC PERMIT NO.: 2506260172

CW_023

CW_019

CW_021

CW_017

CW_029

CW_027

CW_025CW_031

BEAMER ROAD

LIMIT OF WORK - BACK OF CURB

LIMIT OF WORK - BACK OF CURB

BEAMER ROAD

LIMIT OF WORK - BACK OF CURB

LIMIT OF WORK - BACK OF CURB

LIMIT OF WORK - FENCELINE

LIMIT OF WORK - BACK OF CURB

LIMIT OF WORK - BACK OF CURB

LIMIT OF WORK - BACK OF CURB

LIMIT OF WORK - EDGE OF CHANNEL

ME

AD

OW

D

RE

AM

S

TR

EE

T

R.O.W.

R.O.W.

LIMIT OF WORK

KEYNOTE LEGEND

KEY MATERIAL

CONCRETE PAVING

RE: A/L1.12

EXISTING ACCESSIBLE RAMP;

DO NOT DISTURB

EXISTING BRICK THIN WALL;

DO NOT DISTURB

EXISTING END COLUMNS;

DO NOT DISTURB

BRIDGE CROSSING RAILING

RE: A/L1.13

CROSSING END/ CENTER COLUMN

RE: B/L1.13, A/L1.15

MEET FLUSH WITH EXISTING

WALK/ LANDING

DOGIPOT AND TRASH

RECEPTACLE ON CONCRETE PAD

RE: F,G/L1.12

PAVER BAND

RE: C/L1.14

MEDIAN PAVER TIP AT ENTRY

RE: D/L1.14

EXISTING/ FUTURE WALKS;

DO NOT DISTURB

EXISTING SLEEVE

EXISTING CULVERT;

DO NOT DISTURB

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

XX.XX

GRADING AND DRAINAGE LEGEND

EXISTING CONTOUR

PROPOSED CONTOUR

DRAINAGE PIPE, SIZE AS NOTED

PERFORATED DRAIN PIPE

SWALE CENTER LINE

SLOPE

SPOT ELEVATION

ABBREVIATIONS

TW / BW TOP/ BOTTOM OF WALL

+HP HIGH POINT

+LP LOW POINT

RIM RIM ELEVATION

TG TOP OF GRADE

TP TOP OF PAVING

TW TOP OF WALL

LAYOUT PLAN

1" = 20'-0"

N

L1.08

ISSUE

KEY MAP

SEAL

J:\

MI

DL

IN

E\

MI

DL

IN

E

BE

AM

ER

R

OA

D

ST

RE

ET

SC

AP

E

PH

AS

E

4-

4\4 .0

W

OR

KI

NG

F

ILE

S\ 4.2

C

AD

\4.

S

HE

ET

S\

L1 .08

LA

YO

UT

PL

AN

.D

W G

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 8.28.2026

MIDLINE BEAMER ROAD

STREETSCAPE PHASE 2

HOUSTON, TEXAS

SB

CG

8.27.2026

124-084

HIST

E C

CT

TE

SA

ET

S

TA

I

RE

G

OF ET

X

R

LDRE

CAANDS EP A

A N

D

REW KONYH

A

2 8 5 6

8/28/2026

MA

TC

HL

IN

E 'H

'/L 1.0

MA

TC

HL

IN

E 'G

'/L 1.0

10'-0"

CW_032

CW_034

CW_039

CW_041

MI

DL

IN

E

BE

AM

ER

P

HA

SE

HC

P

ER

MI

T

NO

.: 2

MIDLINE SECTION 7

HC PERMIT NO.: 2506260172

CW_040

CW_038

CW_033

CW_035

CW_036CW_037

5'-0"

BE

AM

ER

R

OA

D

LIM

IT

O F

W

OR

K

FE

NC

EL

IN

E

LIM

IT

O

F W

OR

K

FE

NC

EL

IN

E

LIM

IT

O F

W

OR

K

- B

AC

K

OF

C

UR

B

LIM

IT

O F

W

OR

K

- B

AC

K

OF

C

UR

B

LIM

IT

O F

W

OR

K

- B

AC

K

OF

C

UR

B

LIM

IT

O F

W

OR

K

- B

AC

K

OF

C

UR

B

LIM

IT

O F

W

OR

K

- E

DG

E

OF

C

HA

NN

EL

LIMIT OF W

ORK - EDGE OF CHANNEL

R.O.W

R.

O.

W

LIMIT OF W

ORK - BACK OF CURB

KEYNOTE LEGEND

KEY MATERIAL

CONCRETE PAVING

RE: A/L1.12

EXISTING ACCESSIBLE RAMP;

DO NOT DISTURB

EXISTING BRICK THIN WALL;

DO NOT DISTURB

EXISTING END COLUMNS;

DO NOT DISTURB

BRIDGE CROSSING RAILING

RE: A/L1.13

CROSSING END/ CENTER COLUMN

RE: B/L1.13, A/L1.15

MEET FLUSH WITH EXISTING

WALK/ LANDING

DOGIPOT AND TRASH

RECEPTACLE ON CONCRETE PAD

RE: F,G/L1.12

PAVER BAND

RE: C/L1.14

MEDIAN PAVER TIP AT ENTRY

RE: D/L1.14

EXISTING/ FUTURE WALKS;

DO NOT DISTURB

EXISTING SLEEVE

EXISTING CULVERT;

DO NOT DISTURB

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

XX.XX

GRADING AND DRAINAGE LEGEND

EXISTING CONTOUR

PROPOSED CONTOUR

DRAINAGE PIPE, SIZE AS NOTED

PERFORATED DRAIN PIPE

SWALE CENTER LINE

SLOPE

SPOT ELEVATION

ABBREVIATIONS

TW / BW TOP/ BOTTOM OF WALL

+HP HIGH POINT

+LP LOW POINT

RIM RIM ELEVATION

TG TOP OF GRADE

TP TOP OF PAVING

TW TOP OF WALL

LAYOUT PLAN

1" = 20'-0"

N

L1.09

ISSUE

KEY MAP

SEAL

J:\

MI

DL

IN

E\

MI

DL

IN

E

BE

AM

ER

R

OA

D

ST

RE

ET

SC

AP

E

PH

AS

E

4-

4\4 .0

W

OR

KI

NG

F

ILE

S\ 4.2

C

AD

\4.

S

HE

ET

S\

L1 .09

LA

YO

UT

PL

AN

.D

W G

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 8.28.2026

MIDLINE BEAMER ROAD

STREETSCAPE PHASE 2

HOUSTON, TEXAS

SB

CG

8.27.2026

124-084

HIST

E C

CT

TE

SA

ET

S

TA

I

RE

G

OF ET

X

R

LDRE

CAANDS EP A

A N

D

REW KONYH

A

2 8 5 6

8/28/2026

MATCHLINE 'H'/L1.08

MATCHLINE 'K'/L1.11

MATCHLINE 'J'/L1.10

10'-0"

CW_043

CW_045

CW_047

CW_049

08SF_01

MI

DL

IN

E B

EA

ME

R

PH

AS

E 2

HC

PE

RM

IT

NO

.: 2

MIDLINE BEAMER PHASE 2

HC PERMIT NO.: 2506060091

MIDLINE SECTION 7

HC PERMIT NO.: 2506260172

CW_048

CW_046

CW_044

BE

AM

ER

R

OA

D

LIM

IT

OF

W

OR

K

- F

EN

CE

LIN

E

LIM

IT

OF

W

OR

K -

BA

CK

O F C

UR

B

LIMIT OF WORK - BACK OF CURB

BAY AREA BLVD

LIMIT OF W

ORK - EDGE OF CHANNEL

R.

O.

W.

R.O.W.

R.O.W.

BEAMER ROAD

LIMIT OF WORK - BACK OF CURB

KEYNOTE LEGEND

KEY MATERIAL

CONCRETE PAVING

RE: A/L1.12

EXISTING ACCESSIBLE RAMP;

DO NOT DISTURB

EXISTING BRICK THIN WALL;

DO NOT DISTURB

EXISTING END COLUMNS;

DO NOT DISTURB

BRIDGE CROSSING RAILING

RE: A/L1.13

CROSSING END/ CENTER COLUMN

RE: B/L1.13, A/L1.15

MEET FLUSH WITH EXISTING

WALK/ LANDING

DOGIPOT AND TRASH

RECEPTACLE ON CONCRETE PAD

RE: F,G/L1.12

PAVER BAND

RE: C/L1.14

MEDIAN PAVER TIP AT ENTRY

RE: D/L1.14

EXISTING/ FUTURE WALKS;

DO NOT DISTURB

EXISTING SLEEVE

EXISTING CULVERT;

DO NOT DISTURB

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

XX.XX

GRADING AND DRAINAGE LEGEND

EXISTING CONTOUR

PROPOSED CONTOUR

DRAINAGE PIPE, SIZE AS NOTED

PERFORATED DRAIN PIPE

SWALE CENTER LINE

SLOPE

SPOT ELEVATION

ABBREVIATIONS

TW / BW TOP/ BOTTOM OF WALL

+HP HIGH POINT

+LP LOW POINT

RIM RIM ELEVATION

TG TOP OF GRADE

TP TOP OF PAVING

TW TOP OF WALL

LAYOUT PLAN

1" = 20'-0"

N

L1.10

ISSUE

KEY MAP

SEAL

J:\

MI

DL

IN

E\

MI

DL

IN

E

BE

AM

ER

R

OA

D

ST

RE

ET

SC

AP

E

PH

AS

E

4-

4\4 .0

W

OR

KI

NG

F

ILE

S\ 4.2

C

AD

\4.

S

HE

ET

S\

L1 .10

LA

YO

UT

PL

AN

.D

W G

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 8.28.2026

MIDLINE BEAMER ROAD

STREETSCAPE PHASE 2

HOUSTON, TEXAS

SB

CG

8.27.2026

124-084

HIST

E C

CT

TE

SA

ET

S

TA

I

RE

G

OF ET

X

R

LDRE

CAANDS EP A

A N

D

REW KONYH

A

2 8 5 6

8/28/2026

MATCHLINE 'J'/L1.09

MATCHLINE 'L'/L1.11

10'-0"

CW_043

CW_045

CW_047

CW_049

SF_01

MI

DL

IN

E

BE

AM

ER

P

HA

SE

HC

P

ER

MI

T

NO

.: 2

MIDLINE SECTION 7

HC PERMIT NO.: 2506260172

CW_048

CW_046

CW_044

CW_042

CW_050

BAY AREA BLVD

BE

AM

ER

R

OA

D

LIM

IT

O F

W

OR

K

FE

NC

EL

IN

E

LIM

IT

O F

W

OR

K

- B

AC

K

OF

C

UR

B

AU

RO

RA

O

RC

HA

RD

LA

NE

R.

O.

W

R.O.W.

KEYNOTE LEGEND

KEY MATERIAL

CONCRETE PAVING

RE: A/L1.12

EXISTING ACCESSIBLE RAMP;

DO NOT DISTURB

EXISTING BRICK THIN WALL;

DO NOT DISTURB

EXISTING END COLUMNS;

DO NOT DISTURB

BRIDGE CROSSING RAILING

RE: A/L1.13

CROSSING END/ CENTER COLUMN

RE: B/L1.13, A/L1.15

MEET FLUSH WITH EXISTING

WALK/ LANDING

DOGIPOT AND TRASH

RECEPTACLE ON CONCRETE PAD

RE: F,G/L1.12

PAVER BAND

RE: C/L1.14

MEDIAN PAVER TIP AT ENTRY

RE: D/L1.14

EXISTING/ FUTURE WALKS;

DO NOT DISTURB

EXISTING SLEEVE

EXISTING CULVERT;

DO NOT DISTURB

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…

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 .