13-Drawings.pdf

BULKHEAD REPAIR ALONG G103-24-00 FROM

G103-24-02 TO 1,100 LF DOWNSTREAM

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COUNTY JUDGE LINA HIDALGO

TOM S. RAMSEY, PEPCT . 3

LESLEY BRIONESPCT . 4ADRIAN GARCIA

RODNEY ELLISPCT . 1

PCT . 2

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

VICINITY MAP

KEY MAP 338W

LOCATION MAP

US

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PCT. 3

PROJECT ID: G103-24-00-X033

PROJECT

LOCATION

PROJECT

LOCATION

PACIFIC

RAILROAD

UNION

INDEX OF DRAWINGS

SHEET

NO. SHEET TITLE REVISION REVISION

DATE

01 COVER SHEET

02 LEGEND

03 GENERAL NOTES

04 TYPICAL SECTIONS

05 OVERALL LAYOUT

06 SURVEY CONTROL MAP (1 OF 7)

07 SURVEY CONTROL MAP (2 OF 7)

08 SURVEY CONTROL MAP (3 OF 7)

09 SURVEY CONTROL MAP (4 OF 7)

10 SURVEY CONTROL MAP (5 OF 7)

11 SURVEY CONTROL MAP (6 OF 7)

12 SURVEY CONTROL MAP (7 OF 7)

13 G103-24-00 STA. 0+00 TO 5+00

14 G103-24-00 STA. 5+00 TO 10+00

15 G103-24-00 STA. 10+00 TO 13+00

16 G103-24-00 OUTFALL A & B

17 60-INCH CPP OUTFALL PROFILE

18 STORM SEWER CONSTRUCTION DETAILS

19 PRECAST CONC MANHOLE DETAILS

20 PRECAST CONC JUNC. BOX DETAILS

21 VINYL SHEET PILING DETAIL (1 OF 2)

22 VINYL SHEET PILING DETAIL (2 OF 2)

23 STEEL SHEET PILING DETAIL

24 TREE PRESERVATION DETAIL

25 SWPPP & ACCESS PLAN

26 HARRIS COUNTY SWPPP DETAILS

27 HCFCD SWPPP DETAILS

28 TRAFFIC CONTROL PLAN

29 TCP DETAILS

Issued for Bidding

DATE: 2/6/2026

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9900 Northwest Freeway Houston, Texas 77092

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STORM SEWER EASEMENTSTM.S.E.

EXISTINGEXIST.

HYDRAULIC GRADIENT LINE

LINEAR FEET

FIRE HYDRANT

MANHOLE

FLOW LINE

HGL

M.H.

LF

F.H.

FL.

TOP OF CURB

STATION

UTILITY EASEMENT

WATER LINE EASEMENT

STA.

TC

U.E.

W.L.E.

ELEVATION

CONCRETE

CENTER LINE

EASEMENT

CONC

ESMT.

EL

CL

REINFORCED CONCRETE BOX

PAVEMENT

NATURAL GROUND

POLYVINYL CHLORIDE

REINFORCED CONCRETE PIPE

ORDINARY HIGH WATER MARK

STORM SEWER

SANITARY SEWER EASEMENT

SANITARY SEWER

RIGHT OF WAY

OHWM

RCB

PVMT

PVC

RCP

S.S.E.

SAN.SWR.

STM.SWR.

ROW

N.G.

ABBREVIATIONS

DRIVEWAYDWY

TYPICALTYP.

APPROXIMATELYAPPROX

CORRUGATED METAL PIPE

CITY OF HOUSTON

CMP

COH

CENTERPOINT ENERGY ELECTRIC

CENTERPOINT ENERGY GASCPEG

CPEE

EASTE

GALVANIZED IRON PIPE

GLOBAL POSITIONING SYSTEM

GIP

GPS

HARRIS COUNTY FLOOD CONTROL DISTRICTHCFCD

IRON RODIR

LEFTLT

MAXIMUMMAX

MINIMUMMIN

NORTHN

NORTH AMERICAN VERTICAL DATUMNAVD

POWER POLEPP

PROPOSEDPROP.

RIGHTRT

SANITARYSAN

SOUTHS

SOUTHWESTERN BELL COMMUNICATIONSSBC

STORMSTM

TOP OF BANKTOB

WEST

UTILITY POLE

W

UP

WATER SURFACE ELEVATIONW.S.E.

WATERWTR

WATER VALVEWV

WASTEWATER TREATMENT PLANTWWTP

RADIUSR

NOT APPLICABLEN/A

LOW POINTLP

STREET LIGHTST.

STANDARD LINETYPES

OBJECT EXISTING

CENTER LINE

BASE LINE

HCFCD ROW

LOT LINES

UTILITY EASEMENT

OTHER BOUNDARY LINE

TOPO MAJOR INDEX CONTOUR

TOPO MINOR INDEX CONTOUR

EDGE OF ASPHALT

BARBED WIRE FENCE

CHAIN LINK FENCE

WOODEN FENCE

LIMITS OF RIPRAP, WETLANDS, WASHOUT

CHANNEL/BASIN TOP OF BANK

CHANNEL/BASIN TOE OF SLOPE

CURB (DOUBLE LINE)

EDGE OF CONCRETE

MISC. DRAINAGE STRUCTURES

CULVERTS

CHANNEL/SWALE FLOW LINE

RAILROAD

TOP OF BANK - LEFT CHANNEL

TOP OF BANK - RIGHT CHANNEL

NORTH/EAST NATURAL GROUND

SOUTH/WEST NATURAL GROUND

WATER LINE

GAS

PROPANE

STEAM

TELEPHONE

ELECTRIC

FORCEMAIN

UNKNOWN LINE

SANITARY SEWER

QL"C"/QL"D" INFORMATION

X

W

GAS

PROPANE

STEAM

T

E

FM

UNK

SAN

PIPELINE MARKERPM

SIDE SLOPES.S.

STANDARD SYMBOLS

OBJECT SYMBOL / PATTERN

PROP/EXIST SLOPE SYMBOLS

POINT OF INTERSECTIONP.I.

PROPOSED

X

W

GAS

PROPANE

STEAM

T

E

FM

UNK

SAN

FLOW

FLOW DIRECTION ARROW

RIPRAP/BURIED RIPRAP

WATER SURFACE ELEVATION

POLYPROPYLENE PIPEPPP

STORM SEWER SS SS

BASE LINEBL

BACKSLOPEB/S

INTERCEPTOR STRUCTUREINT

BACKSLOPE INTERCEPTOR

STRUCTURE

CONCRETE LINING

G

EN

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AL

N O

TE

S

HCFCD GENERAL NOTES:

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

FENCES AND/OR OTHER ENCROACHMENTS IN THE HCFCD RIGHT-OF-WAY ARE NOT TO BE REMOVED UNLESS OTHERWISE STATED ON THE PLANS. IN CASES WHERE FENCE REMOVAL IS INDICATED ON THE PLANS, THE FENCE SHALL BE REMOVED AND PLACED NEATLY ON THE ADJACENT PROPERTY AT THE START OF CONSTRUCTION. WHERE THERE IS NOT A SEPARATE ITEM LISTED ON THE UNIT PRICE SCHEDULE, THE

ENCROACHMENT REMOVAL IS INCIDENTAL TO SITE PREPARATION AND RESTORATION.

DO NOT ENTER PRIVATE PROPERTY WITHOUT PROPER WRITTEN AUTHORIZATION FROM THE OWNER.

PROVIDE COPY OF WRITTEN PERMISSION TO HCFCD.

STRIP VEGETATION AND TOPSOIL AND STOCKPILE FOR REUSE ONSITE. MATERIAL FOUND UNACCEPTABLE BY THE ENGINEER WILL BE REMOVED AND PAID AS EXCAVATION AND OFFSITE DISPOSAL. NO SEPARATE MEASUREMENT AND PAYMENT WILL BE MADE FOR STRIPPING, STOCKPILING AND PLACING ON-SITE TOPSOIL. THE COST FOR THIS WORK WILL BE INCIDENTAL TO RELATED PAY ITEMS UNDER SPECIFICATION

SECTION NUMBER 02315 LISTED ON THE UNIT PRICE SCHEDULE.

RIPRAP AND GRANULAR FILL MATERIAL REMOVED DURING EXCAVATION, MEETING SPECIFICATION SECTION NUMBER 02378, SHALL BE REUSED AS DIRECTED BY THE ENGINEER. REUSED MATERIAL WILL BE MEASURED AND PAID FOR AS EXCAVATION AND ON-SITE FILL UNDER SPECIFICATION NUMBER 02315. NO SEPARATE MEASUREMENT OR PAYMENT WILL BE MADE FOR PROCESSING, HANDLING, STOCKPILING, AND PLACING MATERIAL FOUND TO BE ACCEPTABLE FOR REUSE. UPON APPROVAL OF THE ENGINEER, DISPOSAL OF NONCONFORMING RIPRAP AND GRANULAR FILL MATERIAL WILL BE MEASURED AND PAID FOR AS REMOVE AND DISPOSE OF CONCRETE RUBBLE UNDER SPECIFICATION SECTION NUMBER 02120, MATERIAL DISPOSAL.

THE LOCATION AND GRADE OF THE BACKSLOPE INTERCEPTOR STRUCTURES AND SWALES MAY BE

ADJUSTED IN THE FIELD BY THE ENGINEER AT THE TIME OF CONSTRUCTION. UNLESS OTHERWISE INSTRUCTED BY THE ENGINEER, THE BACKSLOPE INTERCEPTOR STRUCTURE SHALL BE SET AT A MAXIMUM

DEPTH OF 2.5 FEET AND THE MINIMUM GRADE FOR BACKSLOPE SWALES SHALL BE 0.2%.

CONTRACTOR TO CUT AND CAP YARD DRAINS, FOLLOWING THE ENCROACHMENT LETTERS. PAYMENT WILL

BE INCIDENTAL TO SITE PREPARATION AND RESTORATION.

CONTRACTOR TO ESTABLISH VEGETATION FOR COMPLETED SECTIONS OF THE CHANNEL IN MAXIMUM 1500 LINEAR FOOT SEGMENTS. CONTRACTOR MAY NOT DISTURB GREATER THAN 1500 LF OF CHANNEL AT A TIME.

CLEAR AND REMOVE ALL SILT FROM CULVERTS, PIPES AND UNDER BRIDGES TO THE PROPOSED DESIGN

GRADES TO PROVIDE POSITIVE FLOW.

LENGTHS AND DIAMETERS REPRESENTED ON PLANS ARE APPROXIMATE. CONTRACTOR WILL BE

RESPONSIBLE FOR FIELD VERIFICATION PRIOR TO ORDERING MATERIALS.

ACTIVITIES THAT DISTURB BIRD HABITAT, INCLUDING BUT NOT LIMITED TO CLEARING, GRUBBING, AND IMPACTS TO STRUCTURES WHERE MIGRATORY BIRDS AND BALD EAGLES MIGHT NEST, REQUIRE A NEST HABITAT SURVEY. DO NOT PROCEED UNTIL HARRIS COUNTY FLOOD CONTROL DISTRICT HAS CONDUCTED A NEST HABITAT SURVEY TO VERIFY ACTIVE MIGRATORY BIRD NESTS AND BALD EAGLE NESTS ARE NOT PRESENT. THE HARRIS COUNTY FLOOD CONTROL DISTRICT MUST PROVIDE WRITTEN AUTHORIZATION TO

PROCEED.

WHEN BANK EROSION REPAIRS CALL FOR THE PLACEMENT OF 3"x5" GRANULAR FILL IN THE CHANNEL BOTTOM TO ESTABLISH A BASE FOR REBUILDING THE SLOPE. THE 3"x5" GRANULAR FILL SHALL BE LIMITED

TO AN ELEVATION 6-INCHES ABOVE THE NORMAL WATER SURFACE ELEVATION LEVEL.

THE CONTRACT CONTAINS UNIT ITEMS FOR THE ESTABLISHMENT OF BEST MANAGEMENT PRACTICES FOR STORM WATER QUALITY PURPOSES. WHEN NOT CALLED FOR IN THE PROJECT PLANS, COORDINATE THE NEED AND LOCATION OF THESE UNIT ITEMS WITH THE DISTRICT REPRESENTATIVE ON SITE PRIOR TO PLACEMENT. THESE UNIT ITEMS INCLUDE, BUT ARE NOT LIMITED TO, REINFORCED SILT FENCE FOR MATERIAL STOCKPILES, ANCHORED SODDING FOR DISTURBED EARTHEN AREAS OR AROUND CONCRETE

AND CONCRETE INTERCEPTOR, AND STABILIZED CONSTRUCTION ACCESS FOR PROJECT SITE

INGRESS/EGRESS.

WHEN INCLUDED IN THE SCOPE OF WORK, THE PURPOSE OF DEEP PLOWING THE SLOPE OR BERM OF A CHANNEL IS TO BREAK UP THE DESICCATED SOILS AND TO ELIMINATE ANY VOIDS, OR RILLING CLOSE TO THE SURFACE OF THE SLOPE OR BERM. THE CONTRACTOR WILL DEEP PLOW THE SLOPE OR BERM TO A MINIMUM DEPTH OF 2 FEET IN AREAS CONTAINING VOIDS AND/OR RILLING. IN AREAS OF VOIDS ONLY, THE SURFACE FROM WHICH THE 2 FEET DEPTH IS MEASURED WILL BE THE LEVEL OF THE SURROUNDING UNDISTURBED SOIL. IN AREAS OF RILLING, THE RILLS WILL FIRST BE KNOCKED DOWN AND LEVELED OFF.

THE 2 FEET DEPTH WILL THEN BE MEASURED FROM THIS NEW SURFACE. THE CONTRACTOR WILL

DETERMINE THE MEANS AND METHODS FOR DEEP PLOWING.)

TREES AND PLANTS LOCATED WITHIN A DESIGNATED TREE PROTECTION ZONE (TPZ) SHALL BE PRESERVED.

REFER TO SPECIFICATION SECTION 01566 - TREE AND PLANT PROTECTION, FOR DETAILED INFORMATION ON TREE AND PLANT PRESERVATION PRACTICES AND PROCEDURES INCLUDING, BUT NOT LIMITED TO, ROOT

PRUNING, VEGETATION TRIMMING, FENCING AND OTHER PRESERVATION OPERATIONS.

IF APPLICABLE, CONTRACTOR SHALL AVOID ANY WETLAND AREAS BEYOND THE LIMITS OF EXCAVATION AND CLEARING. AS THE FIRST WORK ITEM CONTRACTOR WILL BE RESPONSIBLE FOR INSTALLING FENCING OR OTHER MATERIAL TO IDENTIFY AND PROTECT THE IDENTIFIED WETLAND AREAS, UNLESS WETLANDS HAVE BEEN IDENTIFIED AND FENCED BY HCFCD PRIOR TO CONSTRUCTION AND CONTRACTOR HAS WRITTEN

EVIDENCE OF SUCH.

CONTRACTOR TO COORDINATE WITH GOLF COURSE REPRESENTATIVES (DAN HUBERTY AT (281) 961 - 3485 OR EMAIL HIM AT DHUBERTY@MOAKCASY.COM, OR CONTACT JANET HUBERTY AT (713) 582-1076 OR EMAIL HER AT JANETHUBERTY@HOTMAIL.COM) AT BEGIN/END OF CONSTRUCTION, AND FOR ANY CHANGES IN

REGULAR BUSINESS SCHEDULE AND/OR SERVICES DUE TO CONSTRUCTION ACTIVITIES

12.

13.

14.

15.

CENTERPOINT ENERGY RESOURCES CORP. (GAS)

CAUTION: UNDERGROUND GAS FACILITIES

CENTERPOINT ENERGY HOUSTON ELECTRIC LLC

WARNING: OVERHEAD ELECTRICAL FACILITIES

ACTIVITIES ON/OR ACROSS CENTERPOINT ENERGY FEE OR EASEMENT PROPERTY

NO APPROVAL TO USE, CROSS OR OCCUPY CENTERPOINT FEE OR EASEMENT PROPERTY IS GIVEN. IF YOU NEED TO USE CENTERPOINT PROPERTY, PLEASE CONTACT OUR SURVEYING & RIGHT OF WAY DIVISION AT (713) 207-6348 OR (713) 207-5769.

AT&T TEXAS/SWBT FACILITIES

DIRECT BURIED CABLE PROCEDURE

1. THE LOCATIONS OF AT&T TEXAS/SWBT FACILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THIS FAILURE TO EXACTLY LOCATE AND PRESERVE THESE

UNDERGROUND UTILITIES.

2. THE CONTRACTOR SHALL CALL 1-800-344-8377 (TEXAS 811) A MINIMUM OF 48 HOURS PRIOR TO CONSTRUCTION TO

HAVE UNDERGROUND LINES FIELD LOCATED.

3. WHEN EXCAVATING WITHIN EIGHTEEN INCHES (18”) OF THE INDICATED LOCATION OF AT&T TEXAS/SWBT FACILITIES, ALL EXCAVATIONS MUST BE ACCOMPLISHED USING NON-MECHANIZED EXCAVATION PROCEDURES. WHEN BORING, THE CONTRACTOR SHALL EXPOSE THE AT&T TEXAS/SWBT FACILITIES.

4. WHEN AT&T TEXAS/SWBT FACILITIES ARE EXPOSED, THE CONTRACTOR WILL PROVIDE SUPPORT TO PREVENT DAMAGE TO THE CONDUIT DUCTS OR CABLES. WHEN EXCAVATING NEAR TELEPHONE POLES THE CONTRACTOR

SHALL BRACE THE POLE FOR SUPPORT.

5. THE PRESENCE OR ABSENCE OF AT&T TEXAS/SWBT UNDERGROUND CONDUIT FACILITIES OR BURIED CABLE FACILITIES SHOWN ON THESE PLANS DOES NOT MEAN THAT THERE ARE NO DIRECT BURIED CABLES OR OTHER

CABLES IN CONDUIT IN THE AREA.

6. PLEASE CONTACT THE AT&T TEXAS DAMAGE PREVENTION MANAGER ROOSEVELT LEE JR. AT (713)567-4552 OR E-MAIL HIM AT RL7259@ATT.COM, IF CABLE LOCATE REQUEST(S) ARE NOT COMPLETED FOR OUR AT&T TEXAS/SWBT

FACILITIES.

DIRECT BURIED CABLE RECORDS ARE NOT AVAILABLE. TO DETERMINE THE LOCATION OF DIRECT BURIED CABLE PLANT

DURING THE DESIGN PHASE OF YOUR PROJECT, FOLLOW THE PROCEDURE OUTLINED BELOW:

• CALL 1-800-344-8377 (TEXAS 811) AND ADVISE YOU NEED THE EXISTING AT&T TEXAS/SWBT FACILITIES LOCATED FOR THE DESIGN PHASE OF YOUR PROJECT PLEASE ALLOW AT LEAST 72 HOURS FOR THE CABLES TO GET MARKED BEFORE SENDING YOUR FIELD CREW FOR BASE LINE SURVEY FOR LOCATES OF. BE SPECIFIC ON THE PROJECT LOCATION.

• THE LOCATOR WILL FIELD LOCATE THE EXISTING AT&T TEXAS/SWBT FACILITIES WITH ORANGE PAINT AND/OR FLAGS.

THE CONTRACTOR SHALL CONTACT THE UTILITY COORDINATING COMMITTEE AT 1-800-545-6005 OR 811 A MINIMUM OF 48

HOURS PRIOR TO CONSTRUCTION TO HAVE MAIN AND SERVICE LINES FIELD LOCATED.

· WHEN CENTERPOINT ENERGY PIPE LINE MARKINGS ARE NOT VISIBLE, CALL (713) 207-5463 OR (713- 945-8037 (7:00

A.M. TO 4:30 P.M.) FOR STATUS OF LINE LOCATION REQUEST BEFORE EXCAVATION BEGINS.

· WHEN EXCAVATING WITHIN EIGHTEEN INCHES (18”) OF THE INDICATED LOCATION OF CENTERPOINT ENERGY FACILITIES, ALL EXCAVATION MUST BE ACCOMPLISHED USING NON-MECHANIZED EXCAVATION PROCEDURES.

· WHEN CENTERPOINT ENERGY FACILITIES ARE EXPOSED, SUFFICIENT SUPPORT MUST BE PROVIDED TO THE

FACILITIES TO PREVENT EXCESSIVE STRESS ON THE PIPING.

· FOR EMERGENCIES REGARDING GAS LINES CALL (713) 659-3552 OR (713) 207-4200.

THE CONTRACTOR IS FULLY RESPONSIBLE FOR ANY DAMAGES CAUSED BY HIS FAILURE TO EXACTLY LOCATE AND

PRESERVE THESE UNDERGROUND FACILITIES.

OVERHEAD LINES MAY EXIST ON THE PROPERTY. THE LOCATION OF OVERHEAD LINES HAS NOT BEEN SHOWN ON THESE DRAWINGS AS THE LINES ARE CLEARLY VISIBLE, BUT YOU SHOULD LOCATE THEM PRIOR TO BEGINNING ANY CONSTRUCTION. TEXAS LAW, SECTION 752, HEALTH & SAFETY CODE FORBIDS ACTIVITIES THAT OCCUR IN CLOSE PROXIMITY

TO HIGH VOLTAGE LINES, SPECIFICALLY:

· ANY ACTIVITY WHERE PERSON OR THINGS MAY COME WITHIN SIX(6) FEET OF LIVE OVERHEAD HIGH VOLTAGE LINES; AND

· OPERATING A CRANE, DERRICK, POWER SHOVEL, DRILLING RIG, PILE DRIVER, HOISTING EQUIPMENT, OR SIMILAR

APPARATUS WITHIN 10 FEET OF LIVE OVERHEAD HIGH VOLTAGE LINES.

PARTIES RESPONSIBLE FOR THE WORK, INCLUDING CONTRACTORS ARE LEGALLY RESPONSIBLE FOR THE SAFETY OF CONSTRUCTION WORKERS UNDER THIS LAW. THIS LAW CARRIES BOTH CRIMINAL AND CIVIL LIABILITY. TO ARRANGE FOR

LINES TO BE TURNED OFF OR REMOVED CALL CENTERPOINT ENERGY AT (713) 207-2222.

UTILITY NOTES

DATE: 2/6/2026

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16.

23'22'-24' 155'

200' DRAINAGE ROW

HCFCD UNIT NO. G103-24-00

5'

PROPOSED TYPICAL SECTION

SCALE: 1"-20'

EXISTING WOOD BULKHEAD

TO REMAIN IN PLACE

TOP ELEV. 44.00' ~ 45.00'

FL = 34.00' ~ 36.00'

NORMAL WATER

SURFACE ELEV. ~40'

EXIST. WOOD BULKHEAD

TO REMAIN IN PLACE

EXIST ELEV. 44.00' ~ 45.00'

EXIST. GROUND

CONTRACTOR TO BACKFILL BETWEEN PROP

SHEET PILING AND EXISTING BULKHEAD AND

GRADE TO DRAIN @ 2% MIN, 3:1 MAX

CONTRACTOR TO BACKFILL

BETWEEN PROP SHEET PILING AND

EXISTING BULKHEAD AND GRADE

TO DRAIN @ 2% MIN, 3:1 MAX

CONTRACTOR TO

DRILL 18' LONG

ANCHOR @ 8' C-C

CONTRACTOR TO

DRILL 18' LONG

ANCHOR @ 8' C-C

PROP. DARK GRAY VINYL SHEET PILE

TOTAL LENGTH: 25'

USE MANDREL FOR INSTALLATION

PROP. DARK GRAY VINYL SHEET

TOTAL LENGTH: 25'

USE MANDREL FOR INSTALLATION

1'

2'

7'

1'

2' 7'

LOCALIZED DREDGING/CLEARING

TO INSTALL ANCHORS

AND RESTORE TO ORIGINAL

CONDITION (SEE NOTE 1 & 3)

5'

LOCALIZED DREDGING/CLEARING

TO INSTALL ANCHORS

AND RESTORE TO ORIGINAL

CONDITION (SEE NOTE 1 & 3)

PROP 3' TOP ANCHOR SOD TOP

5'

PROP 3' TOP ANCHOR SOD TOP

23'22'-24' 155'

200' DRAINAGE ROW

HCFCD UNIT NO. G103-24-00

5'

EXISTING TYPICAL SECTION

SCALE: 1"=20'

EXIST ELEV. 44.00' ~ 45.00'

EXIST. WOOD BULKHEAD

TO REMAIN IN PLACE

FL = 34.00' ~ 36.00'

NORMAL WATER

SURFACE ELEV. ~40'

EXIST. WOOD BULKHEAD

TO REMAIN IN PLACE

EXIST ELEV. 44.00' ~ 45.00'

EXIST. GROUND

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NOTE:

1. THE CONTRACTOR SHALL FURNISH, INSTALL, MAINTAIN, AND REMOVE A TEMPORARY COFFERDAM/PORTADAM SYSTEM AS

REQUIRED TO ISOLATE THE WORK AREA FOR EXCAVATION AND SHEET PILE ANCHOR INSTALLATION. THE SYSTEM SHALL BE DESIGNED BY THE MANUFACTURER OR SUPPLIER AND INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. THE CONTRACTOR SHALL COORDINATE WITH THE MANUFACTURER TO ENSURE THE COFFERDAM/PORTADAM SYSTEM IS SUITABLE FOR SITE CONDITIONS. ALL WORK SHALL COMPLY WITH THE PROJECT SWPPP AND APPLICABLE HCFCD REQUIREMENTS. UPON COMPLETION OF WORK, THE COFFERDAM/PORTADAM SHALL BE COMPLETELY REMOVED AND THE CHANNEL RESTORED TO PRE-CONSTRUCTION CONDITION. PAYMENT IS INCIDENTAL TO

PAY ITEM 02241-01, CARE AND CONTROL OF WATER.

2. EXCAVATION AND FILL QUANTITIES ARE ESTIMATED BASED ON CURRENT SITE CONDITION.

3. PAYMENT FOR LOCALIZED DREDGING/CLEARING AND RESTORATION OF DISTURBED AREA IS INCIDENTAL TO PAY ITEM

02459-01 SHEET PILING.

LOT 13

200' DRAINAGE R.O.W.

DEDICATED IN FEE TO

HARRIS COUNTY FLOOD

CONTROL DISTRICT

CALLED 21.739 ACRES

H.C.C.F. NO. H452620

FILED MAY 18, 1982

O.P.R.H.C.T.

T

X

X

PL

0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00

11+00

12+00

12+50

SEE SHEET 13

DAVID HARRIS

SURVEY,

A-26

DAVID HARRIS

SURVEY,

A-26

LOT 31

BLOCK 29

BLOCK 29

WALDEN ON LAKE HOUSTON PHASE V

CHAMPIONS VILLAGE

F.C. NO: 324072

FILED MAY 15, 1984

M.R.H.C.T.

CHAMPIONS VILLAGE

F.C. NO: 324072

FILED MAY 15, 1984

M.R.H.C.T.

LOT 53

LOT 55

LOT 30

LOT 29

LOT 28

LOT 33

LOT 34

LOT 35

CHAMPIONS VILLAGE

F.C. NO: 324072

FILED MAY 15, 1984

M.R.H.C.T.

LOT 52

WALDEN ON LAKE HOUSTON

OLYMPIC VILLAGE

SECTION 2

F.C. NO: 315104

FILED APRIL 15, 1983

M.R.H.C.T.

RESTRICTED RESERVE "B"

CALLED 26.009 ACRES

UNRESTRICTED RESERVE "C"

CALLED 8.475 ACRES

RESTRICTED RESERVE "A"

CALLED 10.664 ACRES RESTRICTED RESERVE "A"

CALLED 10.664 ACRES

WALDEN ON LAKE HOUSTON PHASE V

CHAMPIONS VILLAGE

F.C. NO: 324072

FILED MAY 15, 1984

M.R.H.C.T.

LOT 32

BLOCK 29

LOT 18

BLOCK 1

LOT 17

LOT 16 LOT 15 LOT 14

WALDEN GREEN

F.C. NO: 564053

FILED AUGUST 11, 2004

M.R.H.C.T.

LOT 54

WALDEN ON LAKE

HOUSTON

OLYMPIC VILLAGE

SECTION 2

F.C. NO: 315104

FILED APRIL 15, 1983

M.R.H.C.T.

UNRESTRICTED RESERVE "D"

CALLED 2.986 ACRES

RU

ST

Y

AN

CH

O

R

CT

(C

AL

LE

D

' R

.O .W

HCFCD UNIT NO.G103-24-00

HCFCD ROW

HCFCD ROW

SEE SHEET 15SEE SHEET 14

DATE: 2/6/2026

SHEET NUMBER

OF

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9900 Northwest Freeway Houston, Texas 77092

1/

/2

6 M :\0

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m ille

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3-

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L F

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M .J

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M .R

O

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L

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O

UT

05SCALE IN FEET

0 50 100

N

SU

RV

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C

O

NT

RO

L

M

AP

(1 O

F 7)

06 29

BU

LK

HE

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EP

AI

R

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O

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G

3-

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FR

O M

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1, LF

D

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07 XX

RV

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G

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3-

-0

TO

1, LF

D

O W

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08 XX

RV

EY

C

O

NT

RO

L

M

AP

(3 O

F 7)

BU

LK

HE

AD

R

EP

AI

R

AL

O

NG

G

3-

-0

FR

O M

G

3-

-0

TO

1, LF

D

O W

NS

TR

RV

EY

C

O

NT

RO

L

M

AP

(4 O

F 7)

09 29

BU

LK

HE

AD

R

EP

AI

R

AL

O

NG

G

3-

-0

FR

O M

G

3-

-0

TO

1, LF

D

O W

NS

TR

10 XX

RV

EY

C

O

NT

RO

L

M

AP

(5 O

F 7)

BU

LK

HE

AD

R

EP

AI

R

AL

O

NG

G

3-

-0

FR

O M

G

3-

-0

TO

1, LF

D

O W

NS

TR

11 XX

LK

HE

AD

R

EP

AI

R

AL

O

NG

G

3-

-0

FR

O M

G

3-

-0

TO

1, LF

D

O W

NS

TR

EA

M

SU

RV

EY

C

O

NT

RO

L

M

AP

(6 O

F 7)

12 XX

RV

EY

C

O

NT

RO

L

M

AP

(7 O

F 7)

BU

LK

HE

AD

R

EP

AI

R

AL

O

NG

G

3-

-0

FR

O M

G

3-

-0

TO

1, LF

D

O W

NS

TR

ROGERS GULLY

X

24" PINE

24" PINE

24" PINE

20" PINE

15" PINE

24" PINE

24" PINE

24" PINE

20" CEDAR

OAK 36"

24" PINE

15" CEDAR

BULKHEAD (BROKEN WOOD)

SLOPE BOTTOM

BULKHEAD (BROKEN WOOD)

SLOPE TOP

4' WROUGHT IRON FENCE

SAND

SLOPE TOP

SLOPE BOTTOM

BULKHEAD (WOOD)

SLOPE BOTTOM

FND 1/2" I.R.

CONCRETE SIDEWALK

SLOPE TOP

DAVID HARRIS SURVEY,

A-26

WALDEN ON LAKE HOUSTON PHASE V

CHAMPIONS VILLAGE

F.C. NO: 324072

FILED MAY 15, 1984

M.R.H.C.T.

200' DRAINAGE R.O.W.

DEDICATED IN FEE TO

HARRIS COUNTY FLOOD CONTROL DISTRICT

CALLED 21.739 ACRES

H.C.C.F. NO. H452620

FILED MAY 18, 1982

O.P.R.H.C.T.

WALDEN ON LAKE HOUSTON

OLYMPIC VILLAGE

SECTION 2

F.C. NO: 315104

FILED APRIL 15, 1983

M.R.H.C.T.

UNRESTRICTED RESERVE "C"

CALLED 8.475 ACRES

RESTRICTED RESERVE "B"

CALLED 26.009 ACRES

RESTRICTED RESERVE "A"

CALLED 10.664 ACRES

C

IT

Y O

F H

O U

ST

O

N C

IT

Y

LI

M

IT

S

0+00 1+00 2+00 3+00 4+00 5+00

FLOW

1'

BEGIN VINYL SHEET PILING

STA:1+56, 5.71' L

BEGIN VINYL SHEET PILING

STA:0+65, 261.78' L

1'

8' (TYP.)

8' (TYP.)

5' 5'

5'

5'

EXIST TREE TO

BE REMOVED

AND DISPOSED

EXIST TREE TO

BE REMOVED

AND DISPOSED

EXIST TREE TO BE

REMOVED AND DISPOSED

PROP. DARK GRAY VINYL SHEET PILING

(REFER TO SHEET 21 FOR DETAIL)

EXIST TREE TO

BE REMOVED

AND DISPOSED

EXIST TREE TO

BE REMOVED

AND DISPOSED

PROP. DARK GRAY VINYL SHEET PILING

(REFER TO SHEET 21 FOR DETAIL)

2 ROW OF 18' LONG HELICAL ANCHORS (TYP.)

SEE DETAIL ON SHEET 22

2 ROW OF 18' LONG HELICAL ANCHORS (TYP.)

SEE DETAIL ON SHEET 22

PROP GRADE 1

RIPRAP

PROP GRADE 1

RIPRAP

HCFCD UNIT NO.G103-24-00

HCFCD ROW

HCFCD ROW

(PROTECT IN PLACE)

36.00

38.00

36.00

38.00

52.0050 .0048

.00

40.00

.00

40.00 38.00

36.00

36.00

52.00

50.00

48.00

46.00

(REMAIN IN PLACE)

(REMAIN IN PLACE) 40.00

46.00

DATE: 2/6/2026

SHEET NUMBER

OF

C H

EC

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D

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9900 Northwest Freeway Houston, Texas 77092

2/ 6/

M :\0

8.

H

C

FC

D O

N -C

AL

L\

.0

G

3-

-0 0-

X0

\C

AD

\D W

G \0

- 5

8.

P&

PS

.D

W G

R .G

. M ille r E ng in ee rs , I nc

T xE ng

F

E ld rid ge

P ar kw ay

, S te

H ou st on

, T X

3.

1.

m ille

HE

AD

R

EP

AI

R

AL

O

NG

G

3-

-0

FR

O M

G

3-

-0

TO

,0

L F

DO

W

NS

TR

EA

M

HC

FC

D

PR

O

JE

CT

ID

G

3-

-0

0- X0

M .J

N .S

M .R

G

3-

-0

ST

A.

+0

TO

+0

M

AT

C H

L

IN

E

ST

A.

SE

E

SH

T.

)5+

SCALE IN FEET

0 20 40

N

KEYNOTE

1 CONTRACTOR TO BACKFILL

BETWEEN EXISTING BULKHEAD

AND PROP SHEET PILE, AND

PROVIDE POSITIVE DRAIN

FROM EXISTING GROUND TO

PROP SHEET PILE.

LEGEND

PROP HELICAL ANCHOR

2 CONTRACTOR TO PROTECT

EXISTING SIDEWALK IN PLACE.

CONTRACTOR TO RESTORE

EXISTING SIDEWALK TO

EXISTING CONDITION OR

BETTER IF DAMAGED AT NO

COST TO DISTRICT.

TREE REMOVAL IS INCIDENTAL

TO PAY ITEM #02200-14 SITE

PREPARATION & RESTORATION,

INCLUDING CLEARING &

GRUBBING AND FACILITY FOR

ENGINEER

NOTE

PROP SHEET PILE

GRADE 1 RIPRAP

"R

CP

ROGERS GULLY

T

X

X

X

#30324

MHS FL=46.93'

24"RCP NE FL=41.92'

24"RCP SE FL=41.82'

36"RCP SW FL=41.21'SS

#30323

DI 30" ROUND TOG=45.95'

24"RCP NW FL=42.53'

24"RCP SE FL=42.75'

#30361

DI 2.5'X2.5' TOG=48.43'

36"CMP N FL=40.95'

24"CMP SW FL=41.03'

24"RCP SE FL=41.34

#30234

DI 24" TOG=46.88'

24"CMP N FL=41.88'

24"CMP S FL=41.68'

24"CPP W FL=42.00' #30223

DI 24" ROUND TOG=48.58'

24"CMP E FL=43.93'

24" OAK

24" OAK

20" PINE

20" PINE

25" PINE

24" OAK

15" PINE

24" PINE

24" OAK

BRIDGE GUARDRAIL

(HAND RAIL)

BRIDGE GUARDRAIL

(HAND RAIL)

C O

N C

R

ETE BR

ID

G

E D

EC

K

BULKHEAD (WOOD)

SLOPE BOTTOM

SLOPE TOP

SLOPE TOP

SLOPE BOTTOM

BULKHEAD (WOOD)

SLOPE BOTTOM

SLOPE TOP

4' WROUGHT IRON FENCE

WOOD BENCH

SLOPE TOP

5' WROUGHT IRON FENCE

4' WROUGHT IRON FENCE

SLOPE BOTTOM

SLOPE TOP

SLOPE BOTTOM

BULKHEAD (WOOD)

SLOPE BOTTOM

4' WROUGHT

IRON FENCE

SLOPE TOP

SLOPE TOP

BULKHEAD (WOOD)

1.5' WIDE HEADWALL

(STONE)

1.5' WIDE

HEADWALL

(STONE)

FND 1/2" I.R. W/CAP

(UNREADABLE)

FND 1/2" I.R.

FND 1/2" I.R.

FND 5/8" I.R.

TPED (FOC)

SLOPE BOTTOM

24"RCP

24"CMP

"C

M P

24"C M

P

24"CMP

"C

PP

#30071

60"CPP S FL=38.72'

#30386

36"CMP S

FL=40.58'

#30490

24"CMP S FL=40.93'

36"CMP

"C

M P

"R

C P

CONC

CONCRETE SIDEWALK

24" OAK

0'

0'

PL

SLOPE TOP

#30072

MHS RIM=46.65'

60"CPP N FL=38.78'

60"CPP S FL=39.18'

DAVID HARRIS SURVEY,

A-26

LOT 31

BLOCK 29

WALDEN ON LAKE HOUSTON

OLYMPIC VILLAGE

SECTION 2

F.C. NO: 315104

FILED APRIL 15, 1983

M.R.H.C.T.

200' DRAINAGE R.O.W.

DEDICATED IN FEE TO

HARRIS COUNTY FLOOD CONTROL DISTRICT

CALLED 21.739 ACRES

H.C.C.F. NO. H452620

FILED MAY 18, 1982

O.P.R.H.C.T.

S 63° 58' 52" W - 639.46'

(CALL S 66° 49' 45" W - 639.46')

(C

AL

L

NO

RT

H

S 63° 58' 52" W - 438.31'

(CALL S 66° 49' 45" W - 439.86')

R=570.00' Δ = 32° 02' 45"

L=318.80' CH= N 80° 00' 15" E, 314.67'

UNRESTRICTED RESERVE "D"

CALLED 2.986 ACRES

WALDEN ON LAKE HOUSTON

OLYMPIC VILLAGE

SECTION 2

F.C. NO: 315104

FILED APRIL 15, 1983

M.R.H.C.T.

RESTRICTED RESERVE "B"

CALLED 26.009 ACRES

RESTRICTED RESERVE "A"

CALLED 10.664 ACRES

WALDEN ON LAKE HOUSTON PHASE V

CHAMPIONS VILLAGE

F.C. NO: 324072

FILED MAY 15, 1984

M.R.H.C.T.

LOT 32

BLOCK 29

P.C.

RESTRICTED RESERVE "A"

CALLED 10.664 ACRES

(CALL R=570.00' Δ = 32° 02' 44"

L=318.80' CH= N 82° 51' 08" E, 314.66')

LOT 18

WALDEN ON LAKE HOUSTON

OLYMPIC VILLAGE

SECTION 2

F.C. NO: 315104

FILED APRIL 15, 1983

M.R.H.C.T.

UNRESTRICTED RESERVE "D"

CALLED 2.986 ACRES

S 63° 58' 52" W - 639.46'

(CALL S 66° 49' 45" W - 639.46')

B-3

B-2

B-6

B-5

5+00 6+00 7+00 8+00 9+00 10+00

FLOW

1'

1'

TYPE''C''MH.

W/ GRATE TOP

(SEE SHEET 15)

4'X4' JUNC. BOX

W/ GRATE TOP

(SEE SHEET 16)

36" HDPE

(SEE SHEET 12)

24" HDPE

(SEE SHEET 12)

1' 23'

8' (TYP.)

8' (TYP.)

8'(TYP.)

EXIST TREE TO

BE REMOVED

AND DISPOSED

EXIST. 60" CPP TO BE MITERED

AND DISPOSED AT PROP

SHEET PILE

PROP. DARK GRAY VINYL SHEET PILING

(REFER TO SHEET 21 FOR DETAIL)

PROP. DARK GRAY VINYL SHEET PILING

(REFER TO SHEET 21 FOR DETAIL)

PROP. DARK GRAY

VINYL SHEET PILING

(REFER TO SHEET

PROP DEADMAN ANCHOR. RODS TO BE

DRILLED 15°-20° IN TO GROUND

(DEADMAN WEIGHT TO FOLLOW

MANUFACTURER RECOMMENDATION)

PROP DEADMAN ANCHOR.

SEE DETAIL ON SHEET 21

2 ROW OF 18' LONG HELICAL ANCHORS (TYP.)

SEE DETAIL ON SHEET 22

2 ROW OF 18' LONG HELICAL ANCHOR (TYP.)

SEE DETAIL ON SHEET 22

HCFCD UNIT NO.G103-24-00

HCFCD ROW

HCFCD ROW

HCFCD ROW

54.00

52.00 50.00

52.00 50.00

48.00

36.00

38.00

36.00

48.00

46.00

48.00

38.00

36.00

40.00

36.00

38.00

46.00

44.00

50.00

50.00

EXIST. WOOD BENCH

TO BE REMOVED

AND DISPOSED

(REMAIN IN PLACE)

(REMAIN IN PLACE)

(REMAIN IN PLACE)

46.00

44.00 40.00

40.00

40.00

EXIST TREE TO

BE REMOVED

AND DISPOSED

EXIST TREE TO

BE REMOVED

AND DISPOSED

10'

TEMPORARY CONSTRUCTION

EASEMENT

PROP

15'X10' TCE

PROTECT TREE

IN PLACE

TREE PROTECTION

FENCE

EXIST TREE TO

BE REMOVED

AND DISPOSED

PROP 3 TONS 4'X2'X5'

ANCHOR BLOCK

PROP 3 TONS 4'X2'X5'

ANCHOR BLOCK

PROP 10'X15' TCE

34' PZ-27 STEEL

SHEET PILE

(SEE DETAIL

ON SHEET 23 )

10' 10'

10' 10'

34' PZ-27 STEEL

SHEET PILE

(SEE DETAIL

ON SHEET 23)

DATE: 2/6/2026

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9900 Northwest Freeway Houston, Texas 77092

2/ 6/

M :\0

8.

H

C

FC

D O

N -C

AL

L\

.0

G

3-

-0 0-

X0

\C

AD

\D W

G \0

- 5

8.

P&

PS

.D

W G

R .G

. M ille r E ng in ee rs , I nc

T xE ng

F

E ld rid ge

P ar kw ay

, S te

H ou st on

, T X

3.

1.

m ille

HE

AD

R

EP

AI

R

AL

O

NG

G

3-

-0

FR

O M

G

3-

-0

TO

,0

L F

DO

W

NS

TR

EA

M

HC

FC

D

PR

O

JE

CT

ID

G

3-

-0

0- X0

M .J

N .S

M .R

G

3-

-0

ST

A.

+0

TO

0+

M

AT

C H

L

IN

E

ST

A.

SE

E

SH

) 5+

SCALE IN FEET

0 20 40

N

M

AT

C H

L

IN

E

ST

A.

SE

E

SH

)10 +0

KEYNOTE

LEGEND

PROP HELICAL ANCHOR

PROP DEADMAN ANCHOR

CONTRACTOR TO BACKFILL

BETWEEN EXISTING BULKHEAD

AND PROP SHEET PILE, AND

PROVIDE POSITIVE DRAIN FROM

EXISTING GROUND TO PROP SHEET

PILE.

CONTRACTOR TO PROTECT EXISTING

SIDEWALK IN PLACE. CONTRACTOR

TO RESTORE EXISTING SIDEWALK TO

EXISTING CONDITION OR BETTER IF

DAMAGED AT NO COST TO THE

DISTRICT.

TEMPORARY

CONSTRUCTION EASEMENT

(TCE)

TREE REMOVAL IS INCIDENTAL

TO PAY ITEM #02200-02 SITE

PREPARATION &

RESTORATION, INCLUDING

FACILITY FOR ENGINEER

NOTE

X

X X X X

#30029

B-INLET TOG=50.14'

#30030

B-INLET TOG=50.10'

#30031

MHS RIM=50.16'

SLOPE TOP

SLOPE BOTTOM

BULKHEAD (WOOD)

4' WROUGHT IRON FENCE SLOPE TOP

SLOPE BOTTOM

4' WROUGHT

IRON FENCEFND 1/2" I.R. FND 5/8" I.R.

BULKHEAD (WOOD)

CONCRETE SLOPE

CONC

FND 1/2" I.R.

SLOPE BOTTOM

(GRASS AREA)

24"C M

P

#30019

24"CMP S FL=42.38'

CONCRETE CHANNEL

EDGE OF CONCRETE

EDGE OF CONCRETE

ROGERS GULLY

EDGE OF CONCRETE

BULKHEAD (WOOD)

(CALL N 45° 00' 30" E 245.00')

DAVID HARRIS SURVEY,

A-26

WALDEN ON LAKE HOUSTON

OLYMPIC VILLAGE

SECTION 2

F.C. NO: 315104

FILED APRIL 15, 1983

M.R.H.C.T.

200' DRAINAGE R.O.W.

DEDICATED IN FEE TO

HARRIS COUNTY FLOOD CONTROL DISTRICT

CALLED 21.739 ACRES

H.C.C.F. NO. H452620

FILED MAY 18, 1982

O.P.R.H.C.T.

R=570.00' Δ = 32° 02' 45"

L=318.80' CH= N 80° 00' 15" E, 314.67'

(CALL R=370.00'

Δ = 69°18'45"

L=447.60')

UNRESTRICTED RESERVE "D"

CALLED 2.986 ACRES

(CALL R=570.00' Δ = 32° 02' 44"

L=318.80' CH= N 82° 51' 08" E, 314.66')

BLOCK 1

LOT 17 LOT 16 LOT 15

LOT 14 LOT 13

R=200.00' Δ = 57° 42' 57"

L=201.50' CH= N 67° 14' 17" E, 193.08'

(CALL R=200.00' Δ = 57° 43' 18"

L=201.49' CH= N 67° 14' 17" E, 193.08')

P.R.C.

WALDEN GREEN

F.C. NO: 564053

FILED AUGUST 11, 2004

M.R.H.C.T.

S 63° 58' 52" W

- 639.46'

(CALL S 66° 49' 45" W

- 639.46')

B-1

10+00

11+00

12+00

12+50

FLOW

1'

24' END VINYL SHEET PILING

STA:11+49, 171.17' L

END VINYL SHEET PILING

STA:11+60, 18.62' L

1' 23'

8' (TYP.)

8' (TYP.)

8'

(TYP.)

5'

5'

5'

5'

PROP. DARK GRAY VINYL SHEET PILING

REFER TO SHEET 21 FOR DETAIL)

PROP. DARK GRAY

VINYL SHEET PILING

(REFER TO SHEET 21

FOR DETAIL)

PROP DEADMAN ANCHOR. RODS TO BE

DRILLED 15°-20° IN

TO GROUND

(DEADMAN WEIGHT TO FOLLOW

MANUFACTURER RECOMMENDATION)

2 ROW OF 18' LONG HELICAL ANCHOR (TYP.)

SEE DETAIL ON SHEET 22

2 ROW OF 18' LONG HELICAL ANCHOR (TYP.)

SEE DETAIL ON SHEET 22

2 ROW OF 18' LONG

HELICAL ANCHOR

(TYP.)

SEE DETAIL ON

SHEET 22

PROP GRADE 1 RIPRAP

PROP GRADE 1 RIPRAP

HCFCD UNIT NO.G103-24-00

HCFCD ROW

HCFCD ROW

48.00

46.00

44.00

50.00

38.00

36.00

34.00

34.00

36.00

38.00

32.00

.0

036.00

38.00

36.00

40.00

EXIST. WOOD BENCH

TO BE REMOVED

AND DISPOSED

(REMAIN IN PLACE)

(REMAIN IN PLACE)

42.00

44.00

46.00

48.00

40.00

40.00

40.00

52.00

DATE: 2/6/2026

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O N

D

AT

E

9900 Northwest Freeway Houston, Texas 77092

2/ 6/

M :\0

8.

H

C

FC

D O

N -C

AL

L\

.0

G

3-

-0 0-

X0

\C

AD

\D W

G \0

- 5

8.

P&

PS

.D

W G

R .G

. M ille r E ng in ee rs , I nc

T xE ng

F

E ld rid ge

P ar kw ay

, S te

H ou st on

, T X

3.

1.

m ille

HE

AD

R

EP

AI

R

AL

O

NG

G

3-

-0

FR

O M

G

3-

-0

TO

,0

L F

DO

W

NS

TR

EA

M

HC

FC

D

PR

O

JE

CT

ID

G

3-

-0

0- X0

M .J

N .S

M .R

G

3-

-0

ST

A.

0+

T O

3+

M

ATC

H

LIN

E STA.

SEE SH

T.

10+00

SCALE IN FEET

0 20 40

N

KEYNOTE

LEGEND

CONTRACTOR TO BACKFILL

BETWEEN EXISTING BULKHEAD

AND PROP SHEET PILE, AND

PROVIDE POSITIVE DRAIN

FROM EXISTING GROUND TO

PROP SHEET PILE.

PROP HELICAL ANCHOR

GRADE 1 RIPRAP

OUTFALL A PROFILE

0+00 1+00 1+50

EXIST.36"CMP

3'X3' JUNC. BOX

STA. 0+61.58

TOP 45.75

41.03(24"SW.)

40.95(36"N.)

41.34(24"SE.)

EXIST.24"CMP

TYPE''C''MH.

STA. 0+89.45

TOP 46.98

41.82(24"SE.)

41.92(24"NE.)

41.21(36"SW.)

EXIST.36"RCP

STM.SWR.

4'X4' JUNC. BOX

W/ GRATE BOX

STA. 0+61.58

TOP 45.75

40.77(36" HDPE N.)

STM.SWR.@0.60%

EXIST. GROUND

H C

FC

D

R O

W

HCFCD UNIT

NO. G103-24-00

EXIST.

BULKHEAD

(REMAIN IN

PLACE)

1'

PROP.

VINYL

SHEET

PILING

FL:40.58

NWSEL

40.00'

IMPORT

FILL

15°

PROP. 3 TONS 4' X 2' X 5'

ANCHOR BLOCK BY OPEN CUT

(SEE NOTE 1)

(REMOVED

AND

DISPOSED)

41.03(24"SW.)

41.34(24"SE.)

18'

3' ANCHOR

SOD TOP

"R

CP

#30324 M

H

S FL=46.93'

24"R C

P N

E FL=41.92'

24"R C

P SE FL=41.82'

36"R C

P SW

FL=41.21'

SS

#30323

D I 30" R

O U

N D

TO

G

=45.95'

24"R C

P N W

FL=42.53'

24"R C

P SE FL=42.75'

#30361 D

I 2.5'X2.5' TO

G

=48.43'

36"C M

P N

FL=40.95'

24"C M

P SW

FL=41.03'

24"R C

P SE FL=41.34

24" PIN

E

24" PIN

E24" PIN

E

BR

ID

G E G

U

AR

D R

AIL

(H

AN

D R

AIL)

BR

ID

G E G

U

AR

D R

AIL

(H

AN

D R

AIL)

CONCRETE BRIDGE DECK

SLO

PE BO

TTO

M SLO

PE TO

P

1.5' W

ID

E H

EAD

W

ALL

(STO

N

E)

1.5' W

ID

E

H

EAD

W

ALL

(STO

N

E)

FN

D

1/2" I.R

FN

D

1/2" I.R

FN

D

1/2" I.R

24"RCP

24"CM

P

36"CMP

#30386

36"C M

P S

FL=40.58'

36"CMP

24"RCP

C O

N C

C O

N C

R

ETE SID

EW

ALK

200'

LO

T 31

BLO

C

K 29

P.T.

LO

T 32

BLO

C

K 29

B-6

0+00 1+00 1+50

H C

FC

D

U N

IT N

O

.G 103-24-00

FLO

W

H C

FC

D

R O

W

36" HDPE

STM.SWR.@0.60%

L1

PROP. VINYL

SHEET PILING

CONTRACTOR TO

PROTECT PEDESTIAN

BRIDGE IN PLACE

2 ROW OF 18' LONG

HELICAL ANCHOR (TYP.)

PROP DEADMAN

ANCHOR TO BE DRILLED

15° - 20° INTO GROUND

MITER PROP 36" HDPE

AT SHEET PILE AND

SEAL WITH WATER

PROOF SEAL

.0

.0

.0

.0

.0

.0

.0

15' 10'

TCE

4'X4' JUNC. BOX

W/ GRATE BOX

STA.0+62, 0'T.

PROP 3 TONS 4'X2'X5'

ANCHOR BLOCK

OUTFALL B PROFILE

0+00 1+00 1+50

EXIST.24"CMP TYPE''C''MH.

STA. 0+62.56

TOP 47.88

41.88(24"N.)

41.68(24"SE.)

42.00(24"W.)

EXIST.24"CMP

TYPE''C''MH.

STA. 0+88.09

TOP 48.58

43.93(24"E.)

24" HDPE

STM.SWR.@1.00%

TYPE''C''MH.

W/ GRATE TOP

STA. 0+62.56

TOP 47.89

41.26(24" HDPE SE.)

EXIST. GROUND

H C

FC

D

R O

W

HCFCD UNIT

NO. G103-24-00

EXIST. BULKHEAD

(REMAIN IN PLACE)

1'

PROP.

VINYL

SHEET

PILING

FL:40.93

NWSEL

40.00'

IMPORT

FILL

(REMOVED

AND

DISPOSED)

41.88(24"N.)

42.00(24"W.)

3' ANCHOR

SOD TOP

#3

D

I 2 4"

T O

G =4

6.

"C M

P N

F L=

.8

8'

"C M

P S

FL

=4

1.

"C

PP

W F

L=

.0 0'

#3

D

I 2 4"

R O

U N

D T

O G

=4 8.

"C

M P

E

FL

=4 3.

" P

IN

E

" O

AK

" P

IN

E

" P

IN

E

" O

AK

CONCRETE BRIDGE DECK

SL

O

PE

B

O

TT

O M

SA

N

D

SL

O

PE

T

O P

SL

O

PE

B

O

TT

O M

SL

O

PE

T

O P

BU

LK

H

EA

D (W

O O

D

24"CMP

"C

MP

#3

"C M

P S

FL

=4

0.

' 24"CMP

D

AV

ID

H

AR

R

IS

S

U R

VE

Y, A-

(C

AL

L S

° 4

9'

5" W

9.

W

AL

D

EN

O N

L

AK

E H

O U

ST

O

N O

LY

M

PI

C

V

IL

LA

G

E

SE

C

TI

O N

F.

C . N

O : 3

FI

LE

D

A

PR

IL

5, M .R

.H .C

.T

R

ES

TR

IC

TE

D

R

ES

ER

VE

"B

C

AL

LE

D

6.

AC

R

ES

B-

H C

FC

D

U N

IT

N

O .G

3-

-0

FL

O W

H C

FC

D

R O

W

0+00 1+00 1+50

PROP. VINYL

SHEET PILING

EXIST TREE TO

BE REMOVED

TYPE''C''MH.

W/ GRATE TOP

STA.0+63, 0'T.

24" HDPE

STM.SWR.@1.00%

L2

2 ROW OF 18' LONG

HELICAL ANCHOR (TYP.)

MITER PROP 24" HDPE

AT SHEET PILE AND

SEAL WITH WATER

PROOF SEAL

.0

.0

.0

.0

.0

.0

.0

CONTRACTOR TO

PROTECT PEDESTIAN

BRIDGE IN PLACE

15'

TCE

PROTECT TREE

IN PLACE

TREE

PROTECTION

FENCE

OUTFALL B

NUMBER

L2

LENGTH

150.00

LINE/CHORD DIRECTION

N34° 01' 07.84"W

START POINT

13927716.40, 3188125.05

END POINT

13927840.73, 3188041.13

START STA.

0+00.00

END STA.

1+50.00

OUTFALL A

NUMBER

L1

LENGTH

150.00

LINE/CHORD DIRECTION

S14° 08' 06.29"E

START POINT

13927654.40, 3188207.73

END POINT

13927508.94, 3188244.36

START STA.

0+00.00

END STA.

1+50.00

DATE: 2/6/2026

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R .G

. M ille r E ng in ee rs , I nc

T xE ng

F

E ld rid ge

P ar kw ay

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H ou st on

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O M

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3-

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TO

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DO

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FC

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CT

ID

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3-

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0- X0

M .J

N .S

M .R

G

3-

-0

O

UT

FA

LL

A

B

SCALE IN FEET

0 20 40

N

N

KEYNOTE

1 CONTRACTOR TO PROTECT EXISTING

SIDEWALK IN PLACE. CONTRACTOR TO

RESTORE EXISTING SIDEWALK TO

EXISTING CONDITION OR BETTER IF

DAMAGED AT NO COST TO DISTRICT.

NOTE

1. CONTRACTOR TO INSTALL DEADMAN

ANCHOR STRICTLY IN ACCORDANCE TO THE

MANUFACTURER'S RECOMMENDATIONS.

ANCHOR SHALL BE DESIGNED, SIGNED AND

SEALED BY MANUFACTURER'S STRUCTURAL

ENGINEER. CONTRACTOR TO SUBMIT SIGNED

AND SEALED DETAIL TO EOR FOR APPROVAL.

60'' CPP OUTFALL PROFILE

0+00 1+00 1+50

EXIST. 60" CPP

(MITERED AT

PROP SHEET

PILE)

TYPE''C''MH.

STA. 0+55.80

TOP 47.06

38.78(60"N.)

39.18(60"S.)

EXIST.60" CPP

H C

FC

D

R O

W

HCFCD UNIT

NO. G103-24-00

NWSEL

40.00'

1'

EXIST. GROUND

EXIST. BULKHEAD

(REMAIN IN PLACE)

PROP.

VINYL

SHEET

PILING

PROP. 6 KIPS 4'X2'X5'

ANCHOR BLOCK

BASED ON SITE CONDITION,

UTILIZE TEMP.

COFFERDAM/PORTADAM

SYSTEM OUTFALL PIPE

INSTALLATION.

FL:38.72

15°

IMPORT

FILL

ANCHOR

SOD

18'

X

X

24" OAK

24" OAK

SLOPE BOTTOM

SLOPE TOP

4' W R

O U

G H

T IR

O

N

FEN

C E

W

OOD BENCH

SLOPE TOP

5' W

ROUGHT IRON FENCE

4' W

ROUGHT IRON FENCE

SLOPE BOTTOM

FND 1/2" I.R. W

/CAP

(UNREADABLE)

60"CPP

#30071

60"CPP S FL=38.72'

24" OAK

PL

#30072

M

HS RIM

=46.65'

60"CPP N FL=38.78'

60"CPP S FL=39.18'

R=570.00' Δ = 32° 02' 45"

L=318.80' CH= N 80° 00' 15" E, 314.67'

P.C.

RESTRICTED RESERVE "A"

CALLED 10.664 ACRES

(CALL R=570.00' Δ = 32° 02' 44"

L=318.80' CH= N 82° 51' 08" E, 314.66')

LOT 18

B-5

FLOW

HCFCD ROW

0+00 1+00 1+50

PROP. VINYL

SHEET PILING

2 ROW OF 18' LONG

HELICAL ANCHOR (TYP.)

MITER AND DISPOSE

EXIST. 60" CPP TO PROP

VINYL SHEET PILE

PAID BY PIPE REMOVAL

HCFCD UNIT NO.G103-24-00

36.00

38.00

38.00

46.00

48.00

.0

36.00

38.00

PROTECT TREE IN

PLACE

PROP DEADMAN

ANCHOR TO BE

DRILLED 15° - 20°

INTO GROUND

PROP 3 TONS 4'X2'X5' ANCHOR BLOCK

SEE DETAIL ON SHEET 21

DATE: 2/6/2026

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9900 Northwest Freeway Houston, Texas 77092

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T xE ng

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P ar kw ay

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3-

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M .J

N .S

M .R

-IN

CH

C

PP

O

UT

FA

LL

P

RO

FI

LE

SCALE IN FEET

0 20 40

N

NOTE:

1. PIPE PENETRATION THROUGH VINYL SHEET PILE SHALL UTILIZE

A MECHANICALLY ATTACHED COLLAR OR FACE PLATE WITH A

FLEXIBLE WATERTIGHT SEAL. RIGID GROUT SHALL NOT BE

USED AS THE SOLE SEALING MECHANISM

2. MITER AND DISPOSE PIPE SHALL BE PAID BY PAY ITEM 02120-04,

REM. & DIS. OF ALL PIPE.

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AI

LS

.D

W G

R .G

. M ille r E ng in ee rs , I nc

T xE ng

F

E ld rid ge

P ar kw ay

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H ou st on

, T X

3.

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HE

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M .R

ST

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S

EW

ER

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TR

UC

TI

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IL

S

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SHEET NUMBER

OF

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9900 Northwest Freeway Houston, Texas 77092

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AI

LS

.D

W G

R .G

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T xE ng

F

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P ar kw ay

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H ou st on

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M .R

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CO

NC

M

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9900 Northwest Freeway Houston, Texas 77092

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3-

-0 0-

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AD

\D W

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8.

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AI

LS

.D

W G

R .G

. M ille r E ng in ee rs , I nc

T xE ng

F

E ld rid ge

P ar kw ay

, S te

H ou st on

, T X

3.

1.

m ille

HE

AD

R

EP

AI

R

AL

O

NG

G

3-

-0

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O M

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3-

-0

TO

,0

L F

DO

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NS

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M

HC

FC

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3-

-0

0- X0

M .J

N .S

M .R

PR

EC

AS

T

CO

NC

J

UN

C.

B O

X

DE

TA

IL

ANCHOR WARE UC-1800 CAP

DARK GRAY

VINYL SHEET PILE

DEADMAN ANCHOR

INSTALLATION TO STRICTLY

FOLLOW MANUFACTURER'S

RECOMMENDATION

OGEE WASHER W/ NUT

CAST IN PLACE

3 TONS 4'X2'X5'

CONCRETE BLOCK

VINYL SHEET PILE

DEADMAN ANCHOR

DEADMAN ANCHOR

TG 10"X2" TIMBER WALE

ARMOR WARE UC-1800 CAP

CAST IN PLACE

4'X2'X5' CONCRETE

BLOCK

8' C-C

NATURAL GROUND

EXISTING ELEV. 44'~45'

NWSEL ~40'

7'

CAST IN PLACE

4'X2'X5' CONCRETE

BLOCK

PROP STORM SEWER PIPE

(SEE NOTE 1)

2"x10" TIMBER WALE W/ 0.5" THICK, 10"X10" GALVANIZED STEEL PLATE

(SPEC 02459)

EXISTING BULKHEAD

REMAIN IN PLACE

DRILL THROUGH EXISTING BULKHEAD

IN ACCORDANCE TO MANUFACTURER

RECOMMENDATION

PESC-24-9

COMBINED PILE PROPERTIES

SERIES

PESC-24-9.0

TOTAL

MODULUS

[in³/ft] (cm³/m)

TOTAL

MOMENT OF

INERTIA

[in4/ft] (cm4/m)

(1081) (12593)

Ultimate Stifness

[ibf-in²*10^6/ft] (kNm²/m)

(327.4)

MASS

[lb/ft²]

(kg/m2)

(22.5)

MASS

[lb/ft]

(kg/m)

(13.7)

20.1 92.2 34.84.619.21

UNIT WIDTH

W [in]

(mm)

(610)

HEIGHT

H

[in] (mm)

(230)

9.1

FLANGE

tf

[in] (mm)

(8.9)

0.35

CROSS

SECTIONAL

AREA

[in²] (cm²)

(95.2)

14.8

0.35

9.1

DATE: 2/6/2026

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T xE ng

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P ar kw ay

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H ou st on

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M .J

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M .R

VI

NY

L

SH

EE

T

PI

LI

NG

D

ET

AI

L

(1 O

F 2)

OR APPROVED EQUIVALENT PRODUCT

1. PIPE PENETRATION THROUGH VINYL SHEET PILE

SHALL UTILIZE A MECHANICALLY ATTACHED COLLAR

OR FACE PLATE WITH A FLEXIBLE WATERTIGHT

SEAL. RIGID GROUT SHALL NOT BE USED AS THE

SOLE SEALING MECHANISM

NOTE:

2"x10" TIMBER WALE W/ 0.5" THICK, 10"X10" GALVANIZED STEEL PLATE

(SPEC 02459)

HELICAL ANCHOR

HELIX SIZE TO BE DETERMINED

BY MANUFACTURER

NATURAL GROUND

EXISTING ELEV. 44'~45'

ARMOR WARE UC-1800 CAP

DARK GRAY VINYL SHEET PILE

2'

7'

VINYL SHEET PILE

HELICAL ANCHOR

HELICAL ANCHOR

ARMOR WARE UC-1800 CAP

8' C-C

2"X10" TIMBER WALE

NWSEL ~40'

OGEE WASHER W/ NUT

OGEE WASHER W/ NUT

EXISTING BULKHEAD

REMAIN IN PLACE

DRILL THROUGH

EXISTING BULKHEAD

IN ACCORDANCE TO

MANUFACTURER

RECOMMENDATION

EXISTING BULKHEAD

DRILL THROUGH EXISTING

BULKHEAD IN ACCORDANCE

TO MANUFACTURER

RECOMMENDATION

2"x10" TIMBER WALE W/ 0.5" THICK, 10"X10" GALVANIZED STEEL PLATE

(SPEC 02459)

PESC-24-9

COMBINED PILE PROPERTIES

SERIES

PESC-24-9.0

TOTAL

MODULUS

[in³/ft] (cm³/m)

TOTAL

MOMENT OF

INERTIA

[in4/ft] (cm4/m)

(1081) (12593)

Ultimate Stifness

[ibf-in²*10^6/ft] (kNm²/m)

(327.4)

MASS

[lb/ft²]

(kg/m2)

(22.5)

MASS

[lb/ft]

(kg/m)

(13.7)

20.1 92.2 34.84.619.21

UNIT WIDTH

W [in]

(mm)

(610)

HEIGHT

H

[in] (mm)

(230)

9.1

FLANGE

tf

[in] (mm)

(8.9)

0.35

CROSS

SECTIONAL

AREA

[in²] (cm²)

(95.2)

14.8

0.35

9.1

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NY

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AI

L

(2 O

F 2)

OR APPROVED EQUIVALENT PRODUCT

2"x10" TIMBER WALE W/ 0.5" THICK, 10"X10" GALVANIZED STEEL PLATE

(SPEC 02459)

HELICAL ANCHOR

HELIX SIZE TO BE DETERMINED

BY MANUFACTURER TO PROVIDE

FLEXURAL RIGIDITY (EI) OF 8 X 106 KIPS-IN2

NATURAL GROUND

EXISTING ELEV. 44'~45'

ARMOR WARE UC-1800 CAP

PZ-27 STEEL SHEET PILE

4'

PZ-27 STEEL SHEET PILE

HELICAL ANCHOR

HELICAL ANCHOR

ARMOR WARE UC-1800 CAP

8' C-C

2"X10" TIMBER WALE

NWSEL ~40'

OGEE WASHER W/ NUT

EXISTING BULKHEAD

REMAIN IN PLACE

DRILL THROUGH

EXISTING BULKHEAD

IN ACCORDANCE TO

MANUFACTURER

RECOMMENDATION

EXISTING BULKHEAD

DRILL THROUGH EXISTING

BULKHEAD IN ACCORDANCE

TO MANUFACTURER

RECOMMENDATION

DATE: 2/6/2026

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T xE ng

F

E ld rid ge

P ar kw ay

, S te

H ou st on

, T X

3.

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m ille

HE

AD

R

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-0

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-0

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-0

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M .R

TR

EE

P

RE

SE

RV

AT

IO

N

DE

TA

IL

TREE PRESERVATION AREA.

NO ENTRY.

AREA DE PRESERVACION DE

ARBOLES. NO HAY ENTRADA.

1.5" LETTER HEIGHT

TREE PROTECTION SIGN

N.T.S.

1. TREE PROTECTION SIGNS TO BE INCIDENTAL TO

FENCE PAY ITEM.

2. SIGNS TO BE 20' O.C. SPACING ATTACHED TO

CHAIN LINK FENCE.

NOTES:

DBH*

<6" 3 FT.

6" ≤ 20" 1 FT. PER INCH OF

TRUNK DIAMETER

@ DBH

>20" CONSULT

ARBORIST

* MEASURE TREE DIAMETER

AT BREAST HEIGHT (DBH)

MINIMUM

DISTANCE FROM

BASE OF TREE (FT)

PLAN VIEW -TREE PROTECTION FENCING DETAIL

N.T.S.

FRONT VIEW -TREE PROTECTION FENCING DETAIL

N.T.S.

TREE

PROTECTION

FENCING

FENCE SECURED TO

POST AT 8'-0" ON

CENTER MAXIMUM

AREA ENCLOSED BY

FENCE IS TREE

PROTECTION ZONE

PROTECTED TREE

TREE PROTECTION SIGN

TREE PROTECTION

SIGN @ 20' O.C.

8'-0" CENTER 8'-0" CENTER

2 3/8" O.D. POST

TREE PROTECTION

SIGN @ 20' O.C.

8'-0" CENTER

PROTECTIVE CHAIN LINK FENCE

N.T.S.

8'-0"

6'-0"

FINISH GRADE

2 3/8" O.D. POST X 8' TALL

6' CHAIN LINK 11.5

GAUGE GALVANIZED

CONSTRUCTION FENCE

POLE

DEPTH

2'-0"

8'-0" CENTER

1'-0"

MIN. 2' DEEP

TREE PROTECTION

FENCE.

FENCE SET TO INSIDE OF

ROOT PRUNE TRENCH;

NO MORE THAN 6" INSIDE

TREE PROTECTION ZONE

MINIMUM DISTANCE *

ROOT PRUNING TRENCH

(MAX 6" WIDE)

TREE PROTECTION ZONE

ROOT PRUNING DETAIL

N.T.S.

NOTE: APPLICABLE TO

ROOT PRUNING ON ONE

SIDE OF TREE ONLY.

CONSULT ARBORIST FOR

MORE EXTENSIVE ROOT

PRUNING.

* MINIMUM DISTANCE FROM

TREE TRUNK TO EDGE OF

UTILITY TRENCH

N.T.S.

OPEN UTILITY TRENCH WITHIN

TREE PROTECTION ZONE

TREE

PROTECTION

FENCING

ROOT PRUNE ALONG

PROPOSED UTILITY TRENCH

TRENCH WIDTH =

PIPE DIAMETER

+ 24" (TYP.)

PLAN VIEW TRENCH EXCAVATION

N.T.S.

MOVE AND REPLACE

TREE PROTECTION

FENCE AS NECESSARY

FOR TRENCH

EXCAVATION

PIPE BEDDING

AND BACKFILL PER

COH STDS.

OPEN UTILITY

TRENCH WITHIN

TREE

PROTECTION

ZONE

SECTION VIEW

TRENCH EXCAVATION

N.T.S.

T

X

BRIDGE GUARDRAIL

(HAND RAIL)

BRIDGE GUARDRAIL

(HAND RAIL)

C O

N C

R

ETE BR

ID

G

E D

EC

K

BULKHEAD (WOOD)

BULKHEAD (BROKEN WOOD)

SLOPE BOTTOM

SLOPE BOTTOM

SLOPE TOP

SLOPE TOP

SLOPE BOTTOM

BULKHEAD (WOOD)

SLOPE BOTTOM

SLOPE TOP

4' WROUGHT IRON FENCE

WOOD BENCH

SLOPE TOP

5' WROUGHT IRON FENCE

SLOPE TOP

SLOPE BOTTOM

4' WROUGHT

IRON FENCE

FND 1/2" I.R.

FND 5/8" I.R.

4' WROUGHT IRON FENCE

SLOPE BOTTOM

SLOPE TOP

SLOPE BOTTOM

BULKHEAD (WOOD)

CONCRETE SLOPE

CONC

BULKHEAD (WOOD)

SLOPE BOTTOM

4' WROUGHT

IRON FENCE

SLOPE TOP

BULKHEAD (BROKEN WOOD)

SLOPE TOP

4' WROUGHT IRON FENCE

SAND

SLOPE TOP

SLOPE BOTTOM

BULKHEAD (WOOD)

SLOPE BOTTOM

SLOPE TOP

BULKHEAD (WOOD)

1.5' WIDE HEADWALL

(STONE)

1.5' WIDE

HEADWALL

(STONE)

FND 1/2" I.R.

FND 1/2" I.R. W/CAP

(UNREADABLE)

FND 1/2" I.R.

FND 1/2" I.R.

FND 1/2" I.R.

FND 5/8" I.R.

TPED (FOC)

FND 1/2" I.R.

FND 1/2" I.R.

FND 5/8" I.R.

FND 5/8" I.R.

FND 1/2" I.R. (LEANING)

FND 5/8" I.R. W/CAP (UNREADABLE)

FND 5/8" I.R. LEANING)

SLOPE BOTTOM

SLOPE BOTTOM

(GRASS AREA)

CONCRETE CHANNEL

CONC

CONCRETE SIDEWALK

CONCRETE SIDEWALK

EDGE OF CONCRETE

EDGE OF CONCRETE

PL

ROGERS GULLY

EDGE OF CONCRETE

BULKHEAD (WOOD)

SLOPE TOP

SLOPE TOP

FN*EL+WROUGHT IRON FENCE

N38° 27' 26.44"E192.60

LOT 31

BLOCK 29

BLOCK 29

LOT 13

TROPHY VILLAGE F.C. NO: 357061 FILED SEPTEMBER 22, 1993 M.R.H.C.T.

WALDEN ON LAKE HOUSTON PHASE V

CHAMPIONS VILLAGE

F.C. NO: 324072

FILED MAY 15, 1984

M.R.H.C.T.

WALDEN ON LAKE HOUSTON

OLYMPIC VILLAGE

SECTION 2

F.C. NO: 315104

FILED APRIL 15, 1983

M.R.H.C.T.

CHAMPIONS VILLAGE F.C. NO: 324072 FILED MAY 15, 1984 M.R.H.C.T.

LOT 53

LOT 55

LOT 30

LOT 29

LOT 28

LOT 33

LOT 34

LOT 35

LOT 36

CHAMPIONS VILLAGE F.C. NO: 324072 FILED MAY 15, 1984 M.R.H.C.T.

CHAMPIONS VILLAGE F.C. NO: 324072 FILED MAY 15, 1984 M.R.H.C.T.

LOT 52

LOT 51

LOT 50

LOT 49

LOT 56

LOT 57

LOT 58

LOT 59

LOT 12

LOT 11

LOT 10

LOT 1

LOT 2

TROPHY VILLAGE F.C. NO: 357061 FILED SEPTEMBER 22, 1993 M.R.H.C.T.

UNRESTRICTED RESERVE "D"

CALLED 2.986 ACRES

WALDEN ON LAKE HOUSTON

OLYMPIC VILLAGE

SECTION 2

F.C. NO: 315104

FILED APRIL 15, 1983

M.R.H.C.T.

RESTRICTED RESERVE "B"

CALLED 26.009 ACRES

WALDEN ON LAKE HOUSTON

OLYMPIC VILLAGE

SECTION 2

F.C. NO: 315104

FILED APRIL 15, 1983

M.R.H.C.T.

UNRESTRICTED RESERVE "C"

CALLED 8.475 ACRES

RESTRICTED RESERVE "B"

CALLED 26.009 ACRES

RESTRICTED RESERVE "A"

CALLED 10.664 ACRES

RESTRICTED RESERVE "A"

CALLED 10.664 ACRES

WALDEN ON LAKE HOUSTON PHASE V

CHAMPIONS VILLAGE

F.C. NO: 324072

FILED MAY 15, 1984

M.R.H.C.T.

LOT 32

BLOCK 29

RESTRICTED RESERVE "A"

CALLED 10.664 ACRES

LOT 18

BLOCK 1

LOT 17

LOT 16

LOT 15

LOT 14

LOT 13

WALDEN GREEN

F.C. NO: 564053

FILED AUGUST 11, 2004

M.R.H.C.T.

LOT 54

WALDEN ON LAKE HOUSTON

OLYMPIC VILLAGE

SECTION 2

F.C. NO: 315104

FILED APRIL 15, 1983

M.R.H.C.T.

UNRESTRICTED RESERVE "D"

CALLED 2.986 ACRES

C

IT

Y O

F H

O U

ST

O

N C

IT

Y

LI

M

IT

S

CITY OF HOUSTON CITY LIMITS

CITY OF HOUSTON CITY LIMITS

FLOW

TROPHY PLACE DR.

RU

ST

Y

AN

CH

O

R

CT

SCA

0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00

12+00

12+50

IPB I

IPB I

SPORTS HAVEN DR.

WALDEN GLEN CIR.

AQUATIC DR.

G103-24-00

SC

A

30'

4'

TROE

45'50'

95'

55'

65'

.5'

65' 50

TROE

TROE

TROE

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PP

P

AC

CE

SS

P

LA

N

SCALE IN FEET

0 50 100

N

CONSTRUCTION FENCE

STABILIZED CONSTRUCTION SCA ACCESS

LEGEND:

NOTE:

MAINTENANCE ACCESS PATH

1. PROPOSED WATER CONTROL FEATURES ARE INCIDENTAL TO PAY ITEM 02241-01, CARE AND

CONTROLS OF WATER

2. THE CONTRACTOR SHALL FURNISH, INSTALL, MAINTAIN, AND REMOVE A TEMPORARY

COFFERDAM/PORTADAM SYSTEM AS REQUIRED TO ISOLATE THE WORK AREA FOR EXCAVATION

AND SHEET PILE ANCHOR INSTALLATION. THE SYSTEM SHALL BE DESIGNED BY THE

MANUFACTURER OR SUPPLIER AND INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S

RECOMMENDATIONS. THE CONTRACTOR SHALL COORDINATE WITH THE MANUFACTURER TO

ENSURE THE COFFERDAM/PORTADAM SYSTEM IS SUITABLE FOR SITE CONDITIONS. ALL WORK

SHALL COMPLY WITH THE PROJECT SWPPP AND APPLICABLE HCFCD REQUIREMENTS. UPON

COMPLETION OF WORK, THE COFFERDAM/PORTADAM SHALL BE COMPLETELY REMOVED AND

THE CHANNEL RESTORED TO PRE-CONSTRUCTION CONDITION.

IPB I STAGE I INLET PROTECTION BARRIER

TEMPORARY RIGHT OF ENTRY (TROE)

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IS

C O

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S W

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8.

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PP

P.

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R .G

. M ille r E ng in ee rs , I nc

T xE ng

F

E ld rid ge

P ar kw ay

, S te

H ou st on

, T X

3.

1.

m ille

HE

AD

R

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AI

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O

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3-

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3-

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PL

N38° 27' 26.44"E192.603

0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00

12+00

12+50

HCFCD UNIT NO.G103-24-00

FLOW

HCFCD ROW

HCFCD ROW

TROPHY PLACE DR.

WALDEN GLEN CIR.

RU

ST

Y

AN

CH

O

R

CT

120'

120'

120'

120'

END WORK ZONE

(G20-2BT)

END WORK ZONE

(G20-2BT)

TRUCKS ENTERING

ROADWAY (CW24-1T)

TRUCKS ENTERING

ROADWAY (CW24-1T)

BE PREPARED TO

STOP (CW3-4)

BE PREPARED TO

STOP (CW3-4)

WORK ZONE AHEAD

(CW20-1D)

WORK ZONE AHEAD

(CW20-1D)

SPORTS HAVEN DR.

AQUATIC

D

R.

WORK ZONE AHEAD

(CW20-1D)

WORK ZONE AHEAD

(CW20-1D)

WORK ZONE

AHEAD

(CW20-1D)

SCA

SC

A

BE PREPARED TO

STOP (CW3-4)

WORK ZONE AHEAD

(CW20-1D)

TRUCKS ENTERING

ROADWAY (CW24-1T)

0'

0'

DATE: 2/6/2026

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ONE-LANE TWO-WAY SINGLE LANE CLOSURE

CONTROL WITH FLAGGERS

(ON CURVED SECTION OF ROADWAY)

ONE-LANE TWO-WAY SINGLE LANE CLOSURE

CONTROL WITH FLAGGERS

(ON STRAIGHT SECTION OF ROADWAY)

G20-2 36" X 18"

CW20-4D

36" X 36"

CW3-4

36" X 36"

(See Note 2)

CW20-7

36" X 36"

CW20-4D

36" X 36"

CW3-4

36" X 36"

(See Note 2)

CW20-7

36" X 36"

X

X

M in

B W or k

Ar ea

X X

X

G20-2 36" X 18"

G20-2 36" X 18"

CW20-1D

36" X 36"

(Flags-See Note 1)

X X

X 1/

L

0'

M in

0'

(D ev ic es a t

' s pa ci ng

CW20-4D

36" X 36"

CW3-4

36" X 36"

(See Note 2)

CW20-7

36" X 36"

Shadow Vehicle with TMA and high intensity rotating, flashing, oscillating or strobe lights.

(See notes 4 & 5)

0'

M in

CW20-4D

36" X 36"

CW3-4

36" X 36"

(See Note 2)

CW20-7

36" X 36"

X X

X X

G20-2 36" X 18"

1/

L

M in

B W or k

Ar ea

0'

(D ev ice s a t

' s pa cin g)

0'

M in

X

Shadow Vehicle with TMA and high intensity rotating, flashing, oscillating or strobe lights.

(See notes 4 & 5)

CW20-1D

36" X 36"

(Flags-See Note 1)

CW20-1D

36" X 36"

(Flags-See Note 1)

CW20-1D

36" X 36"

(Flags-See Note 1)

X

X

X

0'

Min.

GENERAL NOTES

L=Length of Taper(FT) W=Width of Offset(FT) S=Posted Speed(MPH) Taper lengths have been rounded off.

Conventional Roads Only

Type 3 Barricade

Heavy Work Vehicle

Channelizing Devices

Flag

LEGEND

Flagger

Sign

Portable Changeable Message Sign (PCMS)

Trailer Mounted Flashing Arrow Board M

Traffic Flow

Truck Mounted Attenuator (TMA)

75 750'

720'

825' 900' 75' 900' 540'

90'

120'

155'

195'

240'

295'

350'

410'

475'

60'

70'

80'

90'

100'

110'

120'

130'

140'

150'

120'

160'

240'

320'

400'

500'

700'

600'

800'

30'

35'

40'

45'

50'

55'

60'

65'

70'

150'

205'

265'

450'

500'

550'

600'

165'

225'

295'

495'

550'

605'

660'

180'

320'

600'

660'

650' 715' 780'

245'

540'

700' 770' 840'

WS

L=

Posted Speed

Suggested Longitudinal

Buffer Space "B"On a

Tangent On a Taper

12' OffsetOffset

11' Offset

10'

Minimum Desirable

Taper Lengths "L"

Suggested Maximum Spacing of

Channelizing Devices

Formula

L=WS

Minimum Sign

Spacing "X"

Distance

ROADWAY POSTED

SPEED

TAPER

LENGTH

SPACING

CHANNELIZING

DEVICES

SIGN

SPACING

BUFFER

SPACE

TAPER TANGENT

TRAFFIC CONTROL PLAN SECTION SHALL BE COMPLETED BY

ENGINEER

1. Flags attached to signs where shown are OPTIONAL.

2. All traffic control devices illustrated are REQUIRED, except those denoted with the triangle symbol are OPTIONAL.

3. Inactive work vehicles or other equipment should be parked near the right-of-way line and not parked on the paved shoulder.

4. A Shadow Vehicle with a TMA should be used anytime it can be positioned 30 to 100 feet in advance of the area of crew exposure without adversely affecting the performance or quality of the work.