CWF26-460-12 - THE FALLS RENOVATION DEMOLITION PACKAGE.pdf

PDF 18 MB Posted Aug 10, 2026

Attached to: The Falls Rehabilitation Demolition Package
Solicitation number: CWF26-460-12
Issued by: Van Zandt County, Texas

About this file

Written by GovTribe AI · Aug 11, 2026

This is a demolition package document prepared by Garver, LLC for the City of Wichita Falls, Texas, outlining the scope of work for The Falls Rehabilitation Demolition Package (Project No. CWF26-460-12). The project involves the removal and careful deconstruction of sandstone rock facades and dry-stacked retaining wall structures at The Falls site in Wichita Falls to expose underlying retaining walls for structural evaluation and potential rehabilitation. Key demolition activities include removing stone facades, sorting removed rocks into reusable and non-reusable categories, protecting existing infrastructure including brick walkways, electrical buildings, and piping systems, and staging materials at designated locations. The contractor must coordinate access through Riverside Cemetery, maintain traffic flow to residences and businesses, comply with stormwater regulations and dewatering requirements, and ensure all safety protocols are implemented. The document specifies access routes from Third Street and designates staging areas within the construction limits while prohibiting truck traffic on lower level river trail systems and equipment crossing on existing brick walkways.

The contractor is responsible for utility locating, dewatering permits, traffic control compliance with TXDOT standards, and restoration of any damaged pavement or disturbed areas. Reusable flat, uniformly shaped rocks are to be stored in the designated rock staging area for future use, while non-reusable or reject rock must be transported to the City's River Road Storage Facility located at 1004 River Road, Wichita Falls, TX 76305. Prior to removing top cap rocks on weirs, the contractor must field-verify top surface elevations and submit measurements to the engineer for review. The Fain Group, LLC is serving as Construction Manager at Risk for the City of Wichita Falls and is requesting sealed or electronic bids for this demolition bid package. Safety is designated as the sole responsibility of the contractor, with the engineer assuming no responsibility for contractor safety, means, or methods.

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NO SCALELOCATION MAP VICINITY MAP

GARVER PROJECT NO. W06-2500542

JULY 2026

THE FALLS REHABILITATION - DEMOLITION PACKAGE

CITY OF WICHITA FALLS

BASIS

WICHITA FALLS, TX

WOOD

GRAY

LIPSCOMB

HANSFORD

OCHILTREE

LA SALLE

McMULLEN

19079

271281

STARR

JIM HOGG

HIDALGO

WILLACY

KENNEDY

BROOKSZAPATA

WEBB

DUVAL

KLEBERG

NUECES

SAN PATRICIO

BEE

GOLIAD

DIMMIT

ZAVALA

MAVERICK

FRIO ATASCOSA

MEDINA

UVALDE

VAL VERDE

KINNEY

EDWARDS

BANDERA

REAL

KERR

BREWSTER

PRESIDIO

JEFF DAVIS PECOS

TERRELL

CROCKETT

CULBERSON

HUDSPETH

EL PASO

REEVES

LOVING WINKLER

WARD

ECTOR

CRANE

UPTON

MIDLAND

ANDREWS

REAGAN

GLASS-

COCK

IRION

COKE

TOM

GREEN

STERLING

SUTTON

KIMBLE

SCHLEICHER

MENARD

RUNNELS

CONCHO

MCCUL-

LOCH

COLEMAN

MASON

LLANO

GILLESPIE

DALLAM

SHERMAN

HARTLEY

MOORE

HUTCHI-

NSON

ROBERTS MEMPHILL

OLDHAM POTTER

CARSON

WHEELER

DEAF SMITH RANDALL ARMST-

RONG

DONLEY COLLING-

SWORTH

PARMER

CASTRO

SWISHER

BRISCOE HALL

CHILD-

RESS

HARDEMAN

BAILEY

COCH-

RAIN

YOAKUM

GAINES

DAWSON

TERRY

HOCKLEY

LAMB

MARTIN

HOWARD

BORDEN

MITCHELL

SCURRY

LYNN GARZA KENT

DICKENS

CROSBYLUBBOCK

HALE

FLOYD MOTLEY

COTTLE

FOARD

KING KNOX

STONE-

WALL

HASKELL

FISHER JONES

NOLAN TAYLOR CALLAHAN EASTLAND

SHACKEL-

FORD STEPHENS

THROCK-

MORTON

BAYLOR ARCHER

WICHITA

WILBAR-

GER

CLAY

MONTAG-

JACK

WISE

COOKE

DENTON

287 35

YOUNG

PALO

PINTO

PARKER

ERATH

COMANCHEBROWN

MILLS

HAMILTON

GRAYSON FANNIN

LAMAR RED RIVER

BOWIE

COLLIN

HUNT

KAUFMAN

TARRANT

DALLAS

ROCKWALL

SAN SABA

LAMPASAS

BURNET

WILLIAMSON

BELL

CORYELL FALLS

LIMESTONE

BOSQUE

MCLENNAN

SOMER-

VELL

HOOD

JOHNSON

ELLIS

NAVARRO

FREESTONE

BEXAR

COMAL

GUADALLUPE

LIVE

OAK

KARNES

WILSON

DEWITT

VICTORIA

REFUGIO

ARANSAS

CALHOUN

LAVACA

JACKSON

COLORADO

10FAYETTE

BASTROP 77

GONZALES

CALDWELL

HAYS

TRAVIS

KENDALL

BLANCO

WHARTON

FORTBEND

BRAZORIA

HARRIS

GALVESTON

CAMERON

MILAM

BURLESON

LEE WASHINGTON

AUSTIN

ROBERTSON

CASS

MARION

HARRISON

PANOLA

SHELBY

SAN

AUGUSTINE

NEWTON

JASPER

SABINE

ORANGE

JEFFERSON

CHAMBERS

LIBERTY

HARDIN

TYLERPOLK

TRINITY

WALKER

SAN JANCITO

MONTG-

OMERYWALLER

GRIMES

BRAZOS

MADISON

LEON HOUSTON

ANDERSON

CHEROKEE

RUSK

SMITH

NACOGDOCHES

RAINS

UPSHUR

GREGG

DELTA

HOPKINS

FRANKLIN

TITUS

MORRIS

TEXAS

AUSTIN

ANGELINA

500 West 7th Street Suite 1400

Fort Worth, TX 76102 Phone: (817) 740-9575

WICHITA COUNTY

CITY PROJECT NO. CWF26-460-12

APPROVED:

DATE

DIRECTOR OF PARKS AND RECREATION DATE

CITY MANAGER

JEFF JENKINS

MAYOR

TIM SHORT

ISSUED FOR BID

APPROVED:

DIRECTOR OF PUBLIC WORKS

THIS DOCUMENT, ALONG WITH THE

IDEAS AND DESIGNS CONVEYED

HEREIN, SHALL BE CONSIDERED

INSTRUMENTS OF PROFESSIONAL

SERVICE AND ARE PROPERTY OF

GARVER, LLC. ANY USE,

REPRODUCTION, OR DISTRIBUTION

OF THIS DOCUMENT, ALONG WITH

THE IDEAS AND DESIGN CONTAINED

HEREIN, IS PROHIBITED UNLESS

AUTHORIZED IN WRITING BY

GARVER, LLC OR EXPLICITLY

ALLOWED IN THE GOVERNING

PROFESSIONAL SERVICES

AGREEMENT FOR THIS WORK.

DRAWN BY:

DATE:

JOB NO.:

BAR IS ONE INCH ON

ORIGINAL DRAWING

IF NOT ONE INCH ON THIS SHEET,

ADJUST SCALES ACCORDINGLY.

0 1"

DRAWING NUMBER

SHEET

NUMBER

CHECKED BY:

E D

2500542

JULY 2026

REGISTRATION NO.

F-5713

S R

N P

G E

PROJECT SITE

Fi le

: C :\U se rs

\b ro ch a\

D C

\A C

C D oc s\

G ar ve r E ng in ee rs

W ic hi ta F al ls

T he

F al ls -T ra il

U pg ra de s\ Pr oj ec t F ile s\ G ar ve r\C iv il\ W

-0 1-

1- D

M .d w g

L as t S av e:

/2 3/

M L as t s av ed b y:

B R oc ha

La st p lo tte d by : R oc ha

, B ry an P lo t S ty le

: A

m on o.

ct b Pl ot S ca le

: 1 :2

Pl ot D at e:

P lo tte r u se d:

N on e

SJM

01-G100

COVER SHEET

PMB

Fi le

: C :\U se rs

\b ro ch a\

D C

\A C

C D oc s\

G ar ve r E ng in ee rs

W ic hi ta F al ls

T he

F al ls -T ra il

U pg ra de s\ Pr oj ec t F ile s\ G ar ve r\C iv il\ W

-0 1-

2- D

M .d w g

L as t S av e:

/2 2/

M L as t s av ed b y:

B R oc ha

La st p lo tte d by : R oc ha

, B ry an P lo t S ty le

: A

m on o.

ct b Pl ot S ca le

: 1 :2

Pl ot D at e:

P lo tte r u se d:

N on e

SJM

01-G101

INDEX OF DRAWINGS,

GENERAL

CONVENTIONS, AND

ABBREVIATIONS

PMB

THIS DOCUMENT, ALONG WITH THE

IDEAS AND DESIGNS CONVEYED

HEREIN, SHALL BE CONSIDERED

INSTRUMENTS OF PROFESSIONAL

SERVICE AND ARE PROPERTY OF

GARVER, LLC. ANY USE,

REPRODUCTION, OR DISTRIBUTION

OF THIS DOCUMENT, ALONG WITH

THE IDEAS AND DESIGN CONTAINED

HEREIN, IS PROHIBITED UNLESS

AUTHORIZED IN WRITING BY

GARVER, LLC OR EXPLICITLY

ALLOWED IN THE GOVERNING

PROFESSIONAL SERVICES

AGREEMENT FOR THIS WORK.

DRAWN BY:

DATE:

JOB NO.:

BAR IS ONE INCH ON

ORIGINAL DRAWING

IF NOT ONE INCH ON THIS SHEET,

ADJUST SCALES ACCORDINGLY.

0 1"

DRAWING NUMBER

SHEET

NUMBER

CHECKED BY:

E D

2500542

JULY 2026

REGISTRATION NO.

F-5713

S R

N P

G E

ABV

AFF

ANSI

ASTM

AUX

AWWA

BKR

BOP

BOS

CKT

CMU

COGEN

COL

CONT

DIA

EL., ELEV

ELEC

ENCL

FFE

FLR

FRP

GALV

GFI, GFCI

GRND

H, HT

HOA

HORIZ

HYD

KVA

LBS, #

MAX

MIN

N/A

NFPA

NIC

NTS

OFCI

OSHA

PIV

PNL

PRV

PSF

PSI

PSIA

PSIG

PVC

RE:

REINF

REQD

SEC

SHT

SPEC

SST

STA

STD

SURF

SUSP

T&B

THRU

(TYP)

U/F U/G U/S

UNO

VERT

W W/ W/O

XMFR

ABOVE

ABOVE FINISH FLOOR

AMERICAN NATIONAL STANDARDS

INSTITUTE

AMERICAN SOCIETY FOR TESTING AND

MATERIALS

AUXILIARY

AMERICAN WATER WORKS ASSOCIATION

BREAKER

BOTTOM OF PIPE

BOTTOM OF STRUCTURE

CONSTRUCTION JOINT

CIRCUIT

CENTERLINE

CONCRETE MASONRY UNIT

COMBINED HEAT AND POWER GENERATION

COLUMN

CONTINUOUS

DIAMETER

EXHAUST AIR, EXPANSION ANCHOR, EACH

ELEVATION

ELECTRICAL

ENCLOSURE

FIRE ALARM

FINISHED FLOOR ELEVATION

FLOW LINE

FLOOR

FIBERGLASS REINFORCED PLASTIC

FEET, FOOT

GAUGE, GAGE

GALVANIZED

GROUND FAULT CIRCUIT INTERRUPTER

GROUND

HEIGHT

HAND-OFF-AUTOMATIC

HORIZONTAL

HORSEPOWER, HEAT PUMP

HYDRANT

INSIDE DIAMETER

INVERT ELEVATION

KILOVOLT-AMPERES

KILOWATTS

POUNDS

LINEAR FEET

MAXIMUM

MINIMUM

NOT AVAILABLE

NATIONAL FIRE PROTECTION ASSOCIATION

NOT IN CONTRACT

NOT TO SCALE

ON CENTER

OWNER FURNISHED

OVERHEAD

OCCUPATIONAL SAFETY & HEALTH

ADMINISTRATION

PROCESS DRAIN

POST INDICATOR VALVE

PANEL

PRESSURE RELIEF VALVE

POUNDS PER SQUARE FOOT

POUNDS PER SQUARE INCH

POUNDS PER SQUARE INCH ABSOLUTE

POUNDS PER SQUARE INCH GAUGE

POLYVINYL CHLORIDE

REFERENCE, REFER

REINFORCEMENT

REQUIRED

ROOM

SECTION

SQUARE FEET

SHEET

SPECIFICATIONS

SQUARE

STAINLESS STEEL

STATION

STANDARD

SURFACE

SUSPEND, SUSPENDED

TOP AND BOTTOM

THROUGH

TOP OF

TYPICAL

UNDER FLOOR

UNDER GROUND

UNDER SLAB

UNDERWRITERS LABORATORIES, INC.

UNLESS NOTED OTHERWISE

VOLT, VALVE

VOLT-AMPERE

VERTICAL

WATT, WIRE, WIDTH, WINDOW, WATER

WITH

WITHOUT

WATERSTOP

WATERTIGHT, WEIGHT

TRANSFORMER

ABBREVIATIONS

TITLE

SCALE: 1/8" = 1'-0"

D00 0000-000

REFER TO 1 / 01-P101

CALLOUT DENOTES A STANDARD DETAIL

REFERENCE.

CALLOUT DENOTES A VIEW REFERENCE

ABOUT A MATCHLINE

CALLOUT DENOTES A CUT SECTION

REFERENCE. (SECTION VIEW #1 ON 30-

P301)

CALLOUT DENOTES AN ELEVATION

REFERENCE. (ELEVATION VIEW #1 ON

30-P201)

TITLE

SCALE: 1/8" = 1'-0"

30-P101

CALLOUT DENOTES AN ENLARGED AREA

REFERENCE. (ENLARGED VIEW #1 ON

30-P401)

VIEW REFERENCE & TITLE SYMBOLS

TITLE DENOTES AN ELEVATION,

SECTION, OR SPECIFIC DETAIL VIEW

LAYOUT. (SECTION VIEW #1 IS BACK

REFERENCING SHEET 30-P101.)

TITLE DENOTES A PLAN VIEW LAYOUT.

(PLAN VIEW IS #1 ON SHEET 30-P101)

DRAWING NUMBER

SHEET

NUMBER

SHEET NUMBERS ARE DENOTED BY

FACILITY NUMBER-SHEET NUMBER

EXAMPLE: 30-P101

FACILITY #30

SHEET #P101

SHEET NUMBER # OF TOTAL INDEX

COUNT.

1 KEYED NOTE REFERENCE

POINT OF CONNECTION - NEW TO

EXISTING

DEMO TO POINT

1 REVISION CLOUD AND NUMBER

SHOWN ON PLANS

GENERAL DRAWING SYMBOLS

ROOM NAME

150 SF

SYMBOL INDICATES A ROOM /

AREA DESIGNATION, WITH ROOM

NUMBER AND SQUARE FOOTAGE

SYMBOL INDICATES A STRUCTURAL

GRIDLINE OR DATUM

01-T/CONC

EL 271.00

SYMBOL INDICATES A LEVEL

DATUM IN A SECTION OR

ELEVATION

GENERAL SHEET NOTE

ALL GENERAL NOTES ON THIS SHEET ARE TO BE

APPLIED TO ALL DRAWINGS IN THIS SET UNLESS

OTHERWISE NOTED PER DISCIPLNE. SYMBOLS AND

ABBREVIATIONS SHOWN ON THIS SHEET MAY OR MAY

NOT BE USED IN THE CONTAINED REFERENCE

DRAWINGS.

30-P401

CENTERLINECL

EXISTING ELEMENTS

NEW ELEMENTS

EXISTING ELEMENTS TO BE

REMOVED/DEMOLISHED

PHASE GRAPHICS

FUTURE CONSTRUCTION NEW ELEMENT

30-P101

EXAMPLE: D00-/0000-000

SPECIFICATION DIVISION: 00

SPECIFICATION SECTION: 0000

DETAIL REFERENCE: 000

LINE INDICATES A PROJECT

MATCHLINE

TITLE1 TITLE DENOTES A DETAIL VIEW LAYOUT

THAT IS NOT TO SCALE.

(DETAIL VIEW #1)

CONTINUATION SYMBOLS

NEW CONSTRUCTION

BEYOND

DEMOLISHED

FUTURE

EXISTING

FLAT/RECTANGULAR/VIEW

ELEMENTS

ROUND/CYLINDRICAL ELEMENTS

SCALE: NOT TO SCALE

TITLE1 TITLE DENOTES A ISOMETRIC VIEW

LAYOUT THAT IS NOT TO SCALE.

(DETAIL VIEW #1)SCALE: NOT TO SCALE30-P301

PLAN BOUNDARY OF FACILITY

HATCHED AREA DENOTES AREA OF

INTEREST FOR VIEW OR SHEET

NON-HATCHED AREA DENOTES

AREAS NOT DETAILED OR

INCLUDED IN VIEW OR SHEET

KEY PLAN BOUNDARY

KEY PLANS MAY OR MAY NOT CONTAIN EQUIPMENT, PIPING

OR OTHER MODELED ELEMENTS. FOR REPRESENTATION

PURPOSES ONLY.

KEY PLAN LEGEND

30-P201

30-P301

01-G002

FACILITY

AREA CODE

CIVIL DISCIPLINE OTHER DISCIPLINES ALL DISCIPLINESARCHITECTURAL

STRUCTURAL

PROCESS MECHANICAL

BUILDING MECHANICAL & PLUMBING

ELECTRICAL

TELECOMMUNICATIONS

A S P M E T

DRAWING NUMBER EXAMPLE DISCIPLINE DESIGNATIORS SHEET TYPE DESIGNATOR

100 - SITE PLANS

200 - GRADING & PAVING

300 - PIPING & PROFILES

100 - PLAN VIEWS

200 - ELEVATIONS

300 - SECTIONS

400 - LARGE SCALE VIEWS

500 - DETAILS

600 - DIAGRAM OR SCHED

700 - USER DEFINED

800 - USER DEFINED

900 - ISOMETRICS

SHEET SEQUENCE

NUMBER

DISCIPLINE

DESIGNATOR

G - GENERAL

C - CIVIL

I - INSTRUMENTATION & CONTROL

X - DEMOLITION

F - FIRE PROTECTION

L - LIFE SAFETY

01 - GENERAL

SHEET NO. DWG NO. DESCRIPTION

001 01-G100 COVER SHEET

002 01-G101 INDEX OF DRAWINGS, GENERAL CONVENTIONS, AND ABBREVIATIONS

003 01-G102 CIVIL NOTES AND LEGEND 1

004 01-G103 CIVIL NOTES AND LEGEND 2

02 - DEMOLITION

SHEET NO. DWG NO. DESCRIPTION

005 02-X101 ACCESS / STAGING PLAN

006 02-X102 DEMOLITION OVERVIEW

007 02-X103 DEMOLITION PLAN AND SECTION

008 02-X501 DEMOLITION PHOTOS AND DETAILS I

009 02-X502 DEMOLITION PHOTOS AND DETAILS II

GENERAL CIVIL NOTES

1. SAFETY SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. THE

ENGINEER SHALL NOT BE RESPONSIBLE FOR SAFETY, MEANS, OR METHODS

OF THE CONTRACTOR.

2. CONTACT STATE 811 - KNOW WHAT'S BELOW - CALL BEFORE YOU DIG. THE

CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING ALL APPROPRIATE

AGENCIES BEFORE WORK COMMENCES TO VERIFY THE TYPE, LOCATION,

PROTECTION REQUIREMENTS, DEPTH OF ALL EXISTING UTILITIES, DRAINAGE

FACILITIES, AND OTHER OBSTRUCTIONS. CONTRACTOR SHALL BE

RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH REPAIRING AND/OR

REPLACING ANY SUCH ITEMS DAMAGED DURING CONSTRUCTION.

3. CAUTION: UNDERGROUND UTILITIES SHOWN ARE TAKEN FROM EXISTING

RECORDS AND ARE SHOWN FOR THE CONVENIENCE OF THE CONTRACTOR

ONLY. THE CONTRACTOR SHALL CONTACT ALL UTILITY OWNERS AND

CONFIRM LOCATIONS OF UTILITIES AT LEAST 48 HOURS BEFORE BEGINNING

CONSTRUCTION. THE CONTRACTOR SHALL ACCURATELY LOCATE AND

UNCOVER ALL EXISTING UTILITIES BEFORE BEGINNING CONSTRUCTION. ANY

DAMAGE RESULTING FROM THE CONTRACTOR'S OPERATIONS SHALL BE

REPAIRED AT THE CONTRACTOR'S EXPENSE. WHERE CROSSING OF EXISTING

UTILITIES OCCUR, MEET THE STATE OF TEXAS REQUIREMENTS FOR

SEPARATION BETWEEN WATER AND WASTEWATER PIPES.

4. SEWER AND WATER SERVICE SHALL BE MAINTAINED DURING ENTIRE

CONSTRUCTION PERIOD OR TEMPORARY FACILITIES PROVIDED.

5. CONTRACTOR IS RESPONSIBLE FOR ALL DEWATERING ACTIVITIES AND

ASSOCIATED PERMITS REQUIRED FOR ALL EXCAVATIONS REQUIRED TO

COMPLETE THE PROJECT.

6. APPROXIMATE LOCATIONS OF OVERHEAD POWER LINES AND UNDERGROUND

ELECTRICAL LINES MAY OR MAY NOT BE SHOWN ON PLANS. CONTRACTOR

SHALL BE SOLELY RESPONSIBLE FOR VERIFYING ALL LOCATIONS IN THE

FIELD AND PLAN WORK IN THESE AREAS ACCORDINGLY.

7. CONTRACTOR SHALL BE RESPONSIBLE FOR SITE DRAINAGE AND

COMPLIANCE WITH ALL GOVERNMENTAL STORMWATER REGULATIONS AND

PERMITS (SWPPP) AS REQUIRED. CONTRACTOR SHALL SUBMIT A NOTICE OF

INTENT (NOI) TO APPROPRIATE STATE BODY PRIOR TO ANY CONSTRUCTION.

CONTRACTOR SHALL BE RESPONSIBLE FOR ANY PERMITS REQUIRED FOR

WORK WITHIN STREAMS.

8. IT SHALL BE THE CONTRACTOR'S SOLE RESPONSIBILITY TO PROVIDE TRAFFIC

CONTROL AND SIGNAGE FOR THE DURATION OF PROJECT AS REQUIRED BY

THE NATIONAL MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES -PART VI ,

AND/OR ALL OTHER APPLICABLE GUIDELINES OF TXDOT, COUNTY, CITY OR

ANY OTHER AUTHORITIES HAVING JURISDICTION OVER THE PROJECT AREAS.

ALL ROAD CLOSURE MUST BE APPROVED BY THE JURISDICTION AUTHORITY

PRIOR TO ANY PUBLIC ROAD CLOSURES.

9. CONTRACTOR SHALL MAINTAIN TRAFFIC FLOW TO RESIDENCES AND

BUSINESSES WITH MINIMUM DISRUPTION OF ACCESS.

10. ANY DAMAGE RESULTING FROM THE CONTRACTOR'S OPERATIONS,

INCLUDING DAMAGE TO THE UNDERLAYING CONCRETE SUPPORTING

STRUCTURE, SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE.

PAVING AND GRADING NOTES

1. ALL PAVING MATERIALS AND CONSTRUCTION SHALL MEET THE TXDOT

STANDARD SPECIFICATIONS UNLESS OTHERWISE NOTED.

2. ANY PAVEMENT DAMAGED DURING CONSTRUCTION SHALL BE REPAIRED TO

EQUAL OR BETTER CONDITION AT THE CONTRACTOR'S EXPENSE.

3. ANY DISTURBED AREAS NOT SPECIFICALLY DESIGNATED TO BE GRADED

SHALL BE RESTORED TO EQUAL OR BETTER CONDITION AND SHALL BE

GRADED TO DRAIN AS APPROVED BY THE ENGINEER.

4. FINAL PAVEMENT SURFACES SHALL NOT BE PLACED UNTIL ALL MAJOR

CONSTRUCTION ACTIVITIES HAVE CONCLUDED.

5. ANY CHANGES TO FINAL GRADE ELEVATIONS AS SHOWN ON THE PLANS

SHALL BE APPROVED BY THE ENGINEER.

6. ALL ASPHALT AND CONCRETE PAVING REMOVED AND REPLACED SHALL BE

NEAT FULL DEPTH SAW CUT.

7. ALL DISTURBED AREAS SHALL BE STABILIZED IN ACCORDANCE WITH

SPECIFICATIONS AND CONTRACTOR IS RESPONSIBLE FOR ENSURING

REVEGETATION IS ESTABLISHED.

8. CONTRACTOR SHALL ENSURE THE SITE DRAINS THROUGHOUT

CONSTRUCTION. NO PONDING WATER SHALL BE ALLOWED.

ABBREV DESCRIPTION

ABBREVIATIONS

ABDN

AFF

APPROX

ASPH

ASSY

BLDG

BLK

B, BOT

BOP

BTW

BVCS

CMU

CONC

CONN

CONT

CPB

CSL

DIA

DIP

EOC

EFF

EOG

EL, ELEV

ELEC

EOP

EPB

ESMT

ETW

EVCS

EXIST.

EXP

FCJ

FES

FFE

FLG

FRP

FTG

HDWL

HMAC

HORIZ

HWY

INF

INV

LEN

LFG

LIN

LOC

MANUF

MAX

MGD

MIN

MISC

NIC

NO,#

NOI

NTS

NWSL

OVF

PDMH

PL, PLS

PPB

PRC

PROP

PSI

PVC

PVI

R, RAD

RCB

RCP

RED

REINF

REQD

RFG

ROW, R/W

SCH

SDMH

SECT

SHT

SPC

SPEC

SSL

SSMH

STA

STD

SURV LOC

T&B

TBM

TOC

TEMP

THK

TOS

TS&V

TOW

TYP

UNK

UNO

VERT

VPI

W W/ W/O

WSL

WTM

WWF

ABBREV DESCRIPTION ABBREV DESCRIPTION

ABANDON

ACRE

ABOVE FINISHED FLOOR

APPROXIMATE

ASPHALT

ASSEMBLY

BACK OF CURB

BUILDING

BLOCK

BENCHMARK

BOTTOM

BEGINNING OF PAVEMENT

BEGIN TOP OF WALL

BEGINNING OF VERTICAL CURVE

STATION

CONDUIT

CAST IRON

CONSTRUCTION JOINT

CENTERLINE, CLASS

CONCRETE MASONRY UNIT

CONCRETE

CONNECTION

CONTINUOUS

CONTROL POINT

CHEMICAL PULL BOX

CHEMICAL SAMPLE LINE,

CHLORINE SOLUTION

DRAINAGE AREA

DUCT BANK

DUCTILE IRON

DIAMETER

DUCTILE IRON PIPE

EACH

EDGE OF CONCRETE

EFFLUENT

EDGE OF GRAVEL

EXISTING GRADE

ELEVATION

ELECTRICAL

EDGE OF PAVEMENT

ELECTRICAL PULL BOX

EASEMENT

END TOP OF WALL

END OF VERTICAL CURVE STATION

EQUAL

EACH WAY

EXISTING

EXPANSION

FLOOR CONSTRUCTION JOINT

FLARED END SECTION

FINISHED FLOOR ELEVATION

FIRE HYDRANT

FINISHED GRADE

FLOWLINE

FLANGED

FIBERGLASS REINFORCED PIPE

FEET, FOOT

FOOTING

GUTTER

GAS LINE

GRADE

GATE VALVE

HEADWALL

HOT MIX ASPHALTIC CONCRETE

HIGH POINT

HORIZONTAL

HIGHWAY

INSIDE DIAMETER

INCHES

INFLUENT

INVERT

JOINT

LENGTH

LINEAR FEET

LEFT FINISHED GRADE

LONG

LINEAL, LINEAR

LOCATION

LEFT

MANUFACTURER

MAXIMUM

MILLION GALLONS PER DAY

MANHOLE

MINIMUM

MISCELLANEOUS

MECHANICAL JOINT

NORTH

NORTHEAST

NATURAL GAS

NORTHWEST

NOT IN CONTRACT

NUMBER

NOTICE OF INTENT

NOT TO SCALE

NORMAL WATER SURFACE LEVEL

ON CENTER

OUTSIDE DIAMETER

OVERFLOW

POINT OF CURVE

PROCESS DRAIN

PROCESS DRAIN MANHOLE

PLAIN END

POINT OF INTERSECTION

PLATE, PLACES

PUSH ON

POWER POLE

POWER PULL BOX

POINT OF REVERSE CURVE

PROPOSED

POUNDS PER SQUARE INCH

POINT OF TANGENT, POINT

POLYVINYL CHLORIDE

POINT OF VERTICAL INTERSECTION

RADIUS

REINFORCED CONCRETE BOX

REINFORCED CONCRETE PIPE

REDUCER

REINFORCEMENT

REQUIRED

RIGHT FINISHED GRADE

RESTRAINED JOINT

RIGHT-OF-WAY

RADIUS POINT

RESILIENT SEAT

RIGHT

SOUTH, SLUDGE

SCHEDULE

STORM DRAIN

STORM DRAIN MANHOLE

SOUTHEAST

SECTION

SQUARE FEET, SILT FENCE

SHEET

SAMPLE LINE

STANDARD PROCTOR DENSITY

SPECIFICATIONS

SQUARE

SANITARY SEWER

SANITARY SEWER SERVICE LINE

SANITARY SEWER MANHOLE

STATION

STANDARD

SURVEY LOCATED

SIDEWALK, SOUTHWEST

TOP AND BOTTOM

TEMPORARY BENCHMARK

TOP OF CURB

TEMPORARY, TEMPERED

THICKNESS

TOP OF SIDEWALK

TAPPING SLEEVE & VALVE

TOP OF WALL

TYPICAL

UNKNOWN

UNLESS NOTED OTHERWISE

VOLT, VALVE

VERTICAL CURVE

VERTICAL

VERTICAL POINT OF INTERSECTION

VENTILATOR

WIDTH, WATER

WITH

WITHOUT

WATER LINE

WATER SERVICE LINE

WATERSTOP

WATER TRANSMISSION MAIN

WELDED WIRE FABRIC

THIS DOCUMENT, ALONG WITH THE

IDEAS AND DESIGNS CONVEYED

HEREIN, SHALL BE CONSIDERED

INSTRUMENTS OF PROFESSIONAL

SERVICE AND ARE PROPERTY OF

GARVER, LLC. ANY USE,

REPRODUCTION, OR DISTRIBUTION

OF THIS DOCUMENT, ALONG WITH

THE IDEAS AND DESIGN CONTAINED

HEREIN, IS PROHIBITED UNLESS

AUTHORIZED IN WRITING BY

GARVER, LLC OR EXPLICITLY

ALLOWED IN THE GOVERNING

PROFESSIONAL SERVICES

AGREEMENT FOR THIS WORK.

DRAWN BY:

DATE:

JOB NO.:

BAR IS ONE INCH ON

ORIGINAL DRAWING

IF NOT ONE INCH ON THIS SHEET,

ADJUST SCALES ACCORDINGLY.

0 1"

DRAWING NUMBER

SHEET

NUMBER

CHECKED BY:

E D

2500542

JULY 2026

REGISTRATION NO.

F-5713

S R

N P

G E

Fi le

: C :\U se rs

\m ra m ire zh ue rta \D

C \A

C C

D oc s\ G ar ve r E ng in ee rs \2

W ic hi ta

F al ls T he F al ls

-T ra il U pg ra de s\

Pr oj ec t F ile s\

G ar ve r\C iv il\

-0

1- G

4- D

M .d w g

L as t S av e:

/2 4/

L as t s av ed b y:

Ba rro n La st p lo tte d by

: B ar ro n, M ar ie la

P lo t S ty le : A

m on o.

ct b

Pl ot

S ca le : 1

:2 .5

Pl ot

D at e:

/2 4/

P lo tte r u se d:

N on e

SJM

01-G102

CIVIL NOTES AND

LEGEND 1

PMB

CIVIL LEGEND NOTES:

1. GRAYSCALE LINETYPES AND SYMBOLS INDICATE

EXISTING ITEMS. BOLD LINETYPES AND SYMBOLS

INDICATE PROPOSED ITEMS.

2. SEE PROCESS AND INSTRUMENTATION DIAGRAM

NOTES, LEGENDS, AND ABBREVIATIONS SHEET

FOR VALVE SYMBOLS.

3. SEE PROCESS MECHANICAL NOTES, LEGENDS,

AND ABBREVIATIONS SHEET FOR FLOW STREAM

IDENTIFIERS.

4. SEE BUILDING MECHANICAL NOTES, LEGENDS,

AND ABBREVIATIONS SHEET FOR PLAN PIPE

SYMBOLS.

5. ADDITIONAL PROCESS LINES MAY BE DENOTED BY

A LINETYPE WITH THE FLOW STREAM IDENTIFIER.

6. LINES OF 12 INCH DIAMETER OR GREATER ARE

SHOWN AT NOMINAL DIAMETER. LINES LESS THAN

12 INCH DIAMETER ARE SHOWN AS A SINGLE LINE.

7. NUMBERS INCLUDED WITH FACILITY NAMES IN

DRAWINGS ARE FACILITY NUMBERS AND REFER

TO THE NUMBERED FACILITY WITHIN THE PLAN

SET.

PROFILE

RIPRAP

PROPOSED GRAVEL ROAD OR DRIVE

EXISTING CONCRETE PAVEMENT/SIDEWALK

PROPOSED CONCRETE PAVEMENT

OHE

CIVIL LEGEND

CABLE TV

SANITARY SEWER

WATER LINE

NATURAL GAS

OVERHEAD ELECTRIC

STORM DRAIN

SILT FENCE

POTABLE WATER

NON-POTABLE WATER

PROCESS DRAIN

UNDERGROUND ELECTRIC

UNDERGROUND TELEPHONE

PROPERTY LINE

FENCE

WATER EDGE

TREE LINE

SHRUB/BUSH

YARD HYDRANT/SPIGOT

VALVE

WATER METER

CATV

UGE

UGT

COMMUNICATION

RIGHT-OF-WAYR/W

FLOWLINE

FIRE LINEF

EASEMENT LINE

TOP OF BANKTOB

TOS TOE OF SLOPE

INDICATES ABANDONED LINE(A)

12" INDICATES SIZE OF LINE12"

0"-6"

DIA TREE

UTILITY POLE

TELEPHONE JUNCTION BOXTELE

TELEPHONE PEDESTAL

TELEPHONE MANHOLETELE

TELEVISION PEDESTALCABLE

SYMBOL DESCRIPTION

EXISTING PIPE TO BE ABANDONED

EXISTING PIPE TO BE DEMOLISHED

FLOODWAYI I

FIRE HYDRANT

ELECTRIC MANHOLE

SANITARY SEWER MANHOLE

FLARED END SECTION (FES)

CATCH BASIN/JUNCTION BOX

SIGNBENCHMARK/GEOTECHNICAL BORE

SURVEY CONTROL POINT

GUY WIRE ANCHOR

CONCRETE HEADWALL

SLOPE DIRECTION INDICATOR

PROPERTY PIN

LIGHT POLE

EMH

PROCESS DRAIN MANHOLEPD

CLEANOUTCO

ELECTRIC BOX/PULL BOXEB

ELECTRIC DUCT MARKEREDM

ELECTRIC METEREM

FIBER OPTIC BOXFOC

FIBER OPTIC MANHOLEFOMH

FIBER OPTIC CABLE RISER/PEDESTALFOC

GAS METERGM

BOLLARD

GAS REGULATOR

IRRIGATION CONTROL VALVEICV

MANHOLEMH

STORM DRAIN MANHOLESD

SYMBOL DESCRIPTION

MW MONITORING WELL

SPRINKLER HEAD

EXISTING ASPHALT

DEMOLISH DRY STACKED ROCK

SSL

WSL WATER SERVICE LINE

SEWER SERVICE LINE

(IN FEET)

0 20' 40' 60'10'

SYMBOL INDICATES

NORTH DIRECTION

SYMBOL INDICATES A

GRAPHICAL BAR SCALE

BLOW-OFF VALVE

BUTTERFLY VALVEAIR RELEASE VALVE

PLUG VALVE

3923-003

D33 DIVISION NUMBER

DETAIL NUMBER

LABEL DESCRIPTION

CALLOUT DENOTES A STANDARD

DETAIL REFERENCE

SYMBOL DESCRIPTION

GENERAL CONVENTIONS

SCALE: NONE

05-C501

TITLE

CALLOUT DENOTES A CIVIL DETAIL

REFERENCE (THIS EXAMPLE IS

DETAIL 1 ON DRAWING NUMBER

05-C501)

APPURTENANCE SYMBOLS

DESCRIPTION

GATE VALVE

TITLE DENOTES A CIVIL DETAIL

(THIS EXAMPLE IS DETAIL 1 ON

DRAWING NUMBER 05-C501)

CALLOUT DENOTES A KEYNOTE

REFERENCE

CLOUDED REGION INDICATES A

REVISED AREA

GENERAL IDENTIFICATION

05-C501

1 DETAIL NUMBER

DRAWING NUMBER

CAUTION! EXIST. XXX CAUTION CALLOUT05-C301

C01 CHEMICAL LINE PROFILE NUMBER 1

DRAWING NUMBER

05-E201

E01 ELECTRICAL DUCT BANK PROFILE NUMBER 1

DRAWING NUMBER

05-C301

G01 GAS LINE PROFILE NUMBER 1

DRAWING NUMBER

05-C301

P01 PROCESS LINE PROFILE NUMBER 1

DRAWING NUMBER

05-C201

R01 ROAD PROFILE NUMBER 1

DRAWING NUMBER

05-C201

S01 STORM DRAIN PROFILE NUMBER 1

DRAWING NUMBER

05-C301

U01 UTILITY PROFILE NUMBER 1

DRAWING NUMBER

P01-01

PROCESS LINE PROFILE NUMBER 1

S01-01

STORM DRAIN LINE PROFILE NUMBER 1

U01-01

UTILITY LINE PROFILE NUMBER 1

APPURTENANCE SEQUENCE NUMBER

LINETYPE DESCRIPTION

LINETYPES

FORCE MAINFM

FLOODPLAINFP

GAS LINEG

E OVERHEAD ELECTRICAL

TRANSMISSION

UNDERGROUND CABLE TVUGTV

UGT(FO) UNDERGROUND FIBER

OPTIC TELEPHONE

BALL VALVE

FIRE HYDRANT ASSEMBLY

CIVIL LEGEND (CONT'D)

ROCK DITCH CHECK

SUMP INLET SEDIMENT FILTER

CURB INLET SEDIMENT FILTER

GRATED INLET

AREA INLET

STANDARD CURB INLET

DOUBLE COMBINATION INLET

EXTENDED THROAT CURB INLET

SYMBOL DESCRIPTION

STAGING AREA

PROPOSED SIDEWALK

PROPOSED ASPHALT/

PAVEMENT REPAIR

EXISTING CONTOURS1300

PROPOSED CONTOURS1300

SPOT ELEVATION

(SEE ABBREVIATIONS FOR SPOT

ELEVATION DESIGNATIONS)

FG - 1300.00

CLEANOUT/WATER METER

SDMH-S01-01

STORM DRAIN LINE PROFILE NUMBER 1

STRUCTURE SEQUENCE NUMBER

STORM DRAIN MANHOLE STRUCTURE

CPB-C01-01

CHEMICAL LINE PROFILE NUMBER 1

PULL BOX SEQUENCE NUMBER

CHEMICAL PULL BOX

1-01

PROFILE NUMBER 1

APPURTENANCE SEQUENCE NUMBER

SSMH-U01-01

UTILITY PROFILE NUMBER 1

STRUCTURE SEQUENCE NUMBER

SANITARY SEWER MANHOLE STRUCTURE

TITLE DENOTES A CIVIL PROFILE

AND PLAN VIEW LAYOUT

(THIS EXAMPLE IS PROFILE

NUMBER 1 ON DRAWING NUMBER

05-C310 WHICH HAS A BACK

REFERENCE TO THE PLAN VIEW

LAYOUT ON DRAWING NUMBER

05-C305)

05-C205 05-C210

CALLOUT DENOTES A CUT SECTION

TYPICAL REFERENCE

(THIS EXAMPLE OCCURS ON

DRAWING NUMBER 05-C205

REFERENCING SECTION NUMBER 1

ON DRAWING NUMBER 05-C210)

GUARDRAIL/MASONRY

FENCE

HANDRAIL

VALVE COVERVC

LIFT STATIONLIFT

STA

PULL BOX

MAILBOX

FLAGPOLE

SATELLITE DISH

VENT

PROFILE

APPURTENANCE SYMBOLS

DESCRIPTIONPROFILE

APPURTENANCE SYMBOLS

DESCRIPTION

TRANSFORMERTRANSFORMER

WELLWELL

TRAFFIC CONTROL BOX

TRAFFIC

CONTROL

BOX

WINDSOCK

PUMP STATIONPUMP

STATION

RAILROAD SWITCH BOX

RAILROAD

SWITCH

BOX

SEPTIC TANKSEPTIC

TANK

RIGHT-OF-WAY MARKERR/W

EVERGREEN TREE

PROPOSED HEAVY

DUTY ASPHALT

PROPOSED HEAVY DUTY

CONCRETE PAVEMENT

EHH ELECTRIC HANDHOLE

EXISTING ELECTRICAL DUCT BANK

PROPOSED ELECTRICAL DUCT BANK

CONTROL POINT101

DEMOLISH TREE0"-6"

DIA

05-C501

3923-003 D33

SCALE: NONE

05-C305 05-C310

TITLE

LIMITS OF DISTURBANCELOD

LIMITS OF CONSTRUCTIONLOC

05-C301

W01 WATER LINE PROFILE NUMBER 1

DRAWING NUMBER 1

COORDINATE CALLOUT

EXISTING GRAVEL ROAD OR DRIVE

FUTURE BUILDINGS / PIPING

WETLANDS

THIS DOCUMENT, ALONG WITH THE

IDEAS AND DESIGNS CONVEYED

HEREIN, SHALL BE CONSIDERED

INSTRUMENTS OF PROFESSIONAL

SERVICE AND ARE PROPERTY OF

GARVER, LLC. ANY USE,

REPRODUCTION, OR DISTRIBUTION

OF THIS DOCUMENT, ALONG WITH

THE IDEAS AND DESIGN CONTAINED

HEREIN, IS PROHIBITED UNLESS

AUTHORIZED IN WRITING BY

GARVER, LLC OR EXPLICITLY

ALLOWED IN THE GOVERNING

PROFESSIONAL SERVICES

AGREEMENT FOR THIS WORK.

DRAWN BY:

DATE:

JOB NO.:

BAR IS ONE INCH ON

ORIGINAL DRAWING

IF NOT ONE INCH ON THIS SHEET,

ADJUST SCALES ACCORDINGLY.

0 1"

DRAWING NUMBER

SHEET

NUMBER

CHECKED BY:

E D

2500542

JULY 2026

REGISTRATION NO.

F-5713

S R

N P

G E

Fi le

: C :\U se rs

\b ro ch a\

D C

\A C

C D oc s\

G ar ve r E ng in ee rs

W ic hi ta F al ls

T he

F al ls -T ra il

U pg ra de s\ Pr oj ec t F ile s\ G ar ve r\C iv il\ W

-0 1-

3- G

D M

.d w g L as t S av e:

A M

L as t s av ed b y:

R oc ha La st p lo tte d by

: R oc ha , B ry an

P lo t S ty le : A

m on o.

ct b

Pl ot

S ca le : 1

:2 .5

Pl ot

D at e:

/2 3/

P lo tte r u se d:

N on e

SJM

01-G103

CIVIL NOTES AND

LEGEND 2

PMB

DEMOLISH STONE FACADE

DEMOLISH

PLPL

R/W

R/W R/W R/W R/W

R/ W

PL PL PL PL PL

PLPL

PL PL

PLPLPLPL

'-6

12'-0"

X X

X X X

X X

X X X X

X X

X X X

X X

TRUCK TRAFFIC PROHIBITED ON LOWER

LEVEL OF RIVER TRAIL SYSTEM

EXISTING WROUGHT

IRON FENCING

EXISTING ELECTRICAL BUILDING

EXISTING CONCRETE

LOOP ROAD

CONTRACTOR STAGING AREA

REMOVE AND REPLACE

CHAIN LINK FENCING AS

NEEDED FOR CONSTRUCTION

REMOVE AND REPLACE

WROUGHT IRON FENCING AS

NEEDED FOR CONSTRUCTION

INSTALL TEMPORARY

ORANGE SAFETY FENCING

PRE-DESIGNATED STAGING

AND CONSTRUCTION AREA

INSTALL TEMPORARY

ORANGE SAFETY FENCING

INSTALL TEMPORARY

ORANGE SAFETY FENCING

INSTALL TEMPORARY

ORANGE SAFETY

FENCING

EXISTING ASPHALT ROAD

W/ CURB & GUTTER

ACCESS TO UPPER FALLS

LEVEL TO BE TAKEN FROM

3RD STREET

EXISTING CHAIN

LINK, DOUBLE SWING

SECURITY GATE

ROCK STAGING AREA

CONTRACTOR

STAGING AREA

STR

EET

3RD STREET

WICHITA RIVER TRAIL

I-44 (N O

N D

I-44 (SO

U N

CITY OF WICHITA FALLSRIVERSIDE CEMETERY

STR

EET

LOT 1-A BLK 1-A BLAKELY

CITY OF WICHITA FALLS

S60X276 FT A-300 - J

CUNNINGHAM RICH &

STACEY CUNNINGHAM

.76 AC A-300 - J

CUNNINGHAM RICH &

STACEY CUNNINGHAM

0.208 AC A-300 - J AC

CITY OF WICHITA FALLS

LOTS 37 THRU 52 BLK 1

CLIFTCITY OF WICHITA FALLS

THE FALLS

TRAFFIC BARRICADE TO

BE INSTALLED BY CITY

TRAFFIC BARRICADE TO

BE INSTALLED BY CITY

CAUTION!! PROTECT

EXISTING BRICK

WALKWAY IN PLACE.

EQUIPMENT CROSSING

IS NOT PERMITTED.SF

SF SF SF

X X X

X X

179.10 AC LUCY

PARK ABST. 300 - J

CITY OF WICHITA

FALLS

4.22 AC LOT 1 BLK B-1

SCOTLAND GARDENSCITY OF WICHITA FALLS

179.10 AC LUCY

PARK ABST. 300 - J

CITY OF WICHITA

FALLS

TEMPORARY PEDESTRIAN

PROTECTION FENCING

SEE NOTE 8

TEMPORARY PEDESTRIAN

PROTECTION FENCING

SEE NOTE 8

REMOVE APPROVED /

MARKED TREES WITHIN

CONSTRUCTION STAGING

AREA. COORDINATE WITH

CITY PARKS DEPARTMENT

PRIOR TO REMOVAL.

SILT FENCE

SF SF

EXISTING ELECTRICAL BUILDING

TO REMAIN. PROTECT IN PLACE.

THIS DOCUMENT, ALONG WITH THE

IDEAS AND DESIGNS CONVEYED

HEREIN, SHALL BE CONSIDERED

INSTRUMENTS OF PROFESSIONAL

SERVICE AND ARE PROPERTY OF

GARVER, LLC. ANY USE,

REPRODUCTION, OR DISTRIBUTION

OF THIS DOCUMENT, ALONG WITH

THE IDEAS AND DESIGN CONTAINED

HEREIN, IS PROHIBITED UNLESS

AUTHORIZED IN WRITING BY

GARVER, LLC OR EXPLICITLY

ALLOWED IN THE GOVERNING

PROFESSIONAL SERVICES

AGREEMENT FOR THIS WORK.

DRAWN BY:

DATE:

JOB NO.:

BAR IS ONE INCH ON

ORIGINAL DRAWING

IF NOT ONE INCH ON THIS SHEET,

ADJUST SCALES ACCORDINGLY.

0 1"

DRAWING NUMBER

SHEET

NUMBER

CHECKED BY:

E D

2500542

JULY 2026

REGISTRATION NO.

F-5713

S R

N P

G E

(IN FEET)

0 25' 50' 100' 150'

Fi le

: C :\U se rs

\m ra m ire zh ue rta \D

C \A

C C

D oc s\ G ar ve r E ng in ee rs \2

W ic hi ta

F al ls T he F al ls

-T ra il U pg ra de s\

Pr oj ec t F ile s\

G ar ve r\C iv il\

-0

2- X1

-D

M .d w g

L as t S av e:

/2 3/

L as t s av ed b y:

R oc ha La st p lo tte d by

: B ar ro n, M ar ie la

P lo t S ty le : A

m on o.

ct b

Pl ot

S ca le : 1

:2 .5

Pl ot

D at e:

/2 4/

P lo tte r u se d:

N on e

SJM

02-X101

ACCESS / STAGING

PLAN

PMB

NOTES:

1. ANY ENCROACHMENT ONTO CEMETERY PROPERTY IS

PROHIBITED WITHOUT PERMISSION FROM CITY STAFF.

2. CONTRACTOR IS RESPONSIBLE FOR EXISTING FENCE

REMOVAL AND REPAIRS TO FACILITATE ACCESS TO

WATERFALL SITE.

3. EXISTING CEMETERY ROADWAYS MUST REMAIN OPEN AT

ALL TIMES FOR PUBLIC ACCESS.

4. CONTRACTOR MUST COORDINATE ACCESS TO

CEMETERY WITH CITY STAFF PRIOR TO MOBILIZATION.

5. CONTRACTOR RESPONSIBLE FOR PAVEMENT REPAIRS

TO EXISTING ROADWAYS IF DAMAGED DURING

MOBILIZATION OR CONSTRUCTION.

6. ALL CONSTRUCTION TRAFFIC MUST REMAIN ON

CEMETERY ROADWAYS AND IN PRE-DESIGNATED

STAGING AND CONSTRUCTION AREAS.

7. CONTRACTOR IS RESPONSIBLE FOR IDENTIFYING THE

LOCATION OF, AND CLEARANCE FOR, ANY OVERHEAD

ELECTRICAL OR COMMUNICATION UTILITIES THAT MAY

EXIST ALONG THE ACCESS ROUTE.

8. TEMPORARY FENCING OF THE WORK SITE WILL BE

REQUIRED AND SHALL BE ADEQUATE HEIGHT AND

MATERIAL TO PREVENT PEDESTRIANS FROM ENTERING

THE WORK AREA.

SAFETY SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. THE ENGINEER

SHALL NOT BE RESPONSIBLE FOR SAFETY, MEANS, OR METHODS OF THE CONTRACTOR.

PL PL

PL PL PL PL PL PL

WICHITA RIVER

X X X X

X X

TOB

10' X 10'

ELECTRICAL BUILDING

LOWER POOL

UPPER POOL

MIDDLE POOL

PROTECT EXISTING ELECTRICAL

BUILDING IN PLACE.

GENERAL LIMITS OF

STACKED ROCK AND

RETAINING WALL FACADE

DEMOLITION. SEE SHEETS

02-X501 AND 02-X502 FOR

ADDITIONAL DETAILS.

GENERAL LIMITS OF STACKED

ROCK AND RETAINING WALL

FACADE DEMOLITION. SEE

SHEETS 02-X501 AND 02-X502

FOR ADDITIONAL DETAILS.

CONTRACTOR TO FIELD VERIFY

LOCATION OF EXIST. 10" FM TO

REMAIN. PROTECT IN PLACE.CAUTION!! PROTECT

EXISTING BRICK

WALKWAY IN PLACE.

EQUIPMENT CROSSING

IS NOT PERMITTED.

CAUTION!! PROTECT EXISTING

STONE MONUMENT IN PLACE.

MONUMENT TO REMAIN

UNDISTURBED DURING

CONSTRUCTION OPERATIONS.

CAUTION!! PROTECT EXISTING

NIAGRA FALLS MONUMENT IN

PLACE. MONUMENT TO REMAIN

UNDISTURBED DURING

CONSTRUCTION OPERATIONS.

(IN FEET)

0 5' 30'20'10'

THIS DOCUMENT, ALONG WITH THE

IDEAS AND DESIGNS CONVEYED

HEREIN, SHALL BE CONSIDERED

INSTRUMENTS OF PROFESSIONAL

SERVICE AND ARE PROPERTY OF

GARVER, LLC. ANY USE,

REPRODUCTION, OR DISTRIBUTION

OF THIS DOCUMENT, ALONG WITH

THE IDEAS AND DESIGN CONTAINED

HEREIN, IS PROHIBITED UNLESS

AUTHORIZED IN WRITING BY

GARVER, LLC OR EXPLICITLY

ALLOWED IN THE GOVERNING

PROFESSIONAL SERVICES

AGREEMENT FOR THIS WORK.

DRAWN BY:

DATE:

JOB NO.:

BAR IS ONE INCH ON

ORIGINAL DRAWING

IF NOT ONE INCH ON THIS SHEET,

ADJUST SCALES ACCORDINGLY.

0 1"

DRAWING NUMBER

SHEET

NUMBER

CHECKED BY:

E D

2500542

JULY 2026

REGISTRATION NO.

F-5713

S R

N P

G E

Fi le

: C :\U se rs

\m ra m ire zh ue rta \D

C \A

C C

D oc s\ G ar ve r E ng in ee rs \2

W ic hi ta

F al ls T he F al ls

-T ra il U pg ra de s\

Pr oj ec t F ile s\

G ar ve r\C iv il\

-0

2- X1

-D

M .d w g

L as t S av e:

/2 3/

L as t s av ed b y:

R oc ha La st p lo tte d by

: B ar ro n, M ar ie la

P lo t S ty le : A

m on o.

ct b

Pl ot

S ca le : 1

:2 .5

Pl ot

D at e:

/2 4/

P lo tte r u se d:

N on e

SJM

02-X102

DEMOLITION

OVERVIEW

PMB

DEMOLITION NOTES:

1. CONTRACTOR SHALL REMOVE SANDSTONE ROCK TO

EXPOSE RECESSED RETAINING WALL FOR OBSERVATION,

ANALYSIS, AND POTENTIAL REHABILITATION.

2. CONTRACTOR SHALL NEATLY STORE REMOVED

SANDSTONE ROCK AND PROTECT STORED MATERIAL

FROM DAMAGE. REFER TO SHEET 02-X502 FOR SORTING

DETAILS AND STORAGE LOCATIONS.

3. CONTRACTOR'S MEANS AND METHODS FOR REMOVAL

MUST PRIORITIZE SAFETY AND STRUCTURAL STABILITY

OF RECESSED RETAINING STRUCTURE, WALKWAYS,

FOOTPATHS, AND EARTHWORK.

4. CONTRACTOR SHALL VERIFY THAT NO SANDSTONE ROCK

SECTIONS OR INDIVIDUAL ROCK LOADS ARE LEFT

PERMANENTLY UNSUPPORTED.

: C :\U se rs

\m ra m ire zh ue rta \D

C \A

C C

D oc s\ G ar ve r E ng in ee rs \2

W ic hi ta

F al ls T he F al ls

-T ra il U pg ra de s\

Pr oj ec t F ile s\

G ar ve r\C iv il\

-0

2- X1

-D

M .d w g

L as t S av e:

/2 1/

L as t s av ed b y:

R oc ha La st p lo tte d by

: B ar ro n, M ar ie la

P lo t S ty le : A

m on o.

ct b

Pl ot

S ca le : 1

:2 .5

Pl ot

D at e:

/2 4/

P lo tte r u se d:

N on e

SJM

02-X103

DEMOLITION PLAN

AND SECTION

PMB

THIS DOCUMENT, ALONG WITH THE

IDEAS AND DESIGNS CONVEYED

HEREIN, SHALL BE CONSIDERED

INSTRUMENTS OF PROFESSIONAL

SERVICE AND ARE PROPERTY OF

GARVER, LLC. ANY USE,

REPRODUCTION, OR DISTRIBUTION

OF THIS DOCUMENT, ALONG WITH

THE IDEAS AND DESIGN CONTAINED

HEREIN, IS PROHIBITED UNLESS

AUTHORIZED IN WRITING BY

GARVER, LLC OR EXPLICITLY

ALLOWED IN THE GOVERNING

PROFESSIONAL SERVICES

AGREEMENT FOR THIS WORK.

DRAWN BY:

DATE:

JOB NO.:

BAR IS ONE INCH ON

ORIGINAL DRAWING

IF NOT ONE INCH ON THIS SHEET,

ADJUST SCALES ACCORDINGLY.

0 1"

DRAWING NUMBER

SHEET

NUMBER

CHECKED BY:

E D

2500542

JULY 2026

REGISTRATION NO.

F-5713

S R

N P

G E

SCALE: NONE

02-X103

RECORD DRAWING SECTION

SCALE: NONE

02-X103

RECORD DRAWING PLAN VIEW

REMOVE AND DISPOSE OF

STONE FACADE TO EXPOSE

RETAINING WALL. REMOVE

AND SORT TOP CAP ROCKS

FOR FUTURE REUSE. REFER

TO DETAILS AND .

NOTES:

1. THIS RECORD DRAWING IS PROVIDED FOR REFERENCE

ONLY AND IS NOT AN EXACTLY SCALED REPRODUCTION.

ACTUAL DIMENSIONS MAY VARY.

02-X502

REMOVE AND DISPOSE OF

STONE FACADE TO EXPOSE

RETAINING WALL. REMOVE

AND SORT TOP CAP ROCKS

FOR FUTURE REUSE. REFER

TO DETAILS AND .

02-X502

: C :\U se rs

\m ra m ire zh ue rta \D

C \A

C C

D oc s\ G ar ve r E ng in ee rs \2

W ic hi ta

F al ls T he F al ls

-T ra il U pg ra de s\

Pr oj ec t F ile s\

G ar ve r\C iv il\

-0

2- X5

-D

M .d w g

L as t S av e:

/2 1/

L as t s av ed b y:

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SJM

02-X501

DEMOLITION PHOTOS

AND DETAILS I

PMB

THIS DOCUMENT, ALONG WITH THE

IDEAS AND DESIGNS CONVEYED

HEREIN, SHALL BE CONSIDERED

INSTRUMENTS OF PROFESSIONAL

SERVICE AND ARE PROPERTY OF

GARVER, LLC. ANY USE,

REPRODUCTION, OR DISTRIBUTION

OF THIS DOCUMENT, ALONG WITH

THE IDEAS AND DESIGN CONTAINED

HEREIN, IS PROHIBITED UNLESS

AUTHORIZED IN WRITING BY

GARVER, LLC OR EXPLICITLY

ALLOWED IN THE GOVERNING

PROFESSIONAL SERVICES

AGREEMENT FOR THIS WORK.

DRAWN BY:

DATE:

JOB NO.:

BAR IS ONE INCH ON

ORIGINAL DRAWING

IF NOT ONE INCH ON THIS SHEET,

ADJUST SCALES ACCORDINGLY.

0 1"

DRAWING NUMBER

SHEET

NUMBER

CHECKED BY:

E D

2500542

JULY 2026

REGISTRATION NO.

F-5713

S R

N P

G E

REMOVE DRY-STACKED ROCK

ONLY TO THE EXTENT

NECESSARY TO EXPOSE

RETAINING WALL FOR FURTHER

STRUCTURAL EVALUATION.

SORT ROCK FOR FUTURE REUSE.

REFER TO DETAIL .

REMOVE AND DISPOSE OF

STONE FACADE TO

EXPOSE RETAINING WALL.

GENERAL LIMITS OF

ROCK AND STONE

FACADE DEMOLITION

SCALE: NONE

02-X501

RECORD DRAWING DETAIL

REMOVE AND DISPOSE OF

STONE FACADE TO

EXPOSE RETAINING WALL

EXISTING PIPING TO

REMAIN. PROTECT IN

PLACE.

REMOVE TOP CAP ROCKS TO EXPOSE

RETAINING WALL FOR FURTHER

STRUCTURAL EVALUATION. SORT

ROCKS FOR FUTURE REUSE.

REFER TO DETAILS AND .

02-X502

REMOVE DRY-STACKED ROCK

ONLY TO THE EXTENT

NECESSARY TO EXPOSE

RETAINING WALL FOR FURTHER

STRUCTURAL EVALUATION.

SORT ROCK FOR FUTURE REUSE.

REFER TO DETAIL .

02-X502

REMOVE TOP CAP ROCKS TO EXPOSE

RETAINING WALL FOR FURTHER

STRUCTURAL EVALUATION. SORT

ROCKS FOR FUTURE REUSE.

REFER TO DETAILS AND .

02-X502

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SJM

02-X502

DEMOLITION PHOTOS

AND DETAILS II

PMB

THIS DOCUMENT, ALONG WITH THE

IDEAS AND DESIGNS CONVEYED

HEREIN, SHALL BE CONSIDERED

INSTRUMENTS OF PROFESSIONAL

SERVICE AND ARE PROPERTY OF

GARVER, LLC. ANY USE,

REPRODUCTION, OR DISTRIBUTION

OF THIS DOCUMENT, ALONG WITH

THE IDEAS AND DESIGN CONTAINED

HEREIN, IS PROHIBITED UNLESS

AUTHORIZED IN WRITING BY

GARVER, LLC OR EXPLICITLY

ALLOWED IN THE GOVERNING

PROFESSIONAL SERVICES

AGREEMENT FOR THIS WORK.

DRAWN BY:

DATE:

JOB NO.:

BAR IS ONE INCH ON

ORIGINAL DRAWING

IF NOT ONE INCH ON THIS SHEET,

ADJUST SCALES ACCORDINGLY.

0 1"

DRAWING NUMBER

SHEET

NUMBER

CHECKED BY:

E D

2500542

JULY 2026

REGISTRATION NO.

F-5713

S R

N P

G E

GENERAL LIMITS OF

ROCK AND STONE

FACADE DEMOLITION

REMOVE AND DISPOSE

OF STONE FACADE TO

EXPOSE RETAINING WALL

REMOVE AND DISPOSE

OF STONE FACADE TO

EXPOSE RETAINING WALL

IMPORTANT!!

BEFORE REMOVING TOP CAP ROCKS

ON WEIRS, FIELD-VERIFY TOP

SURFACE ELEVATIONS BY

MEASURING FROM THE BOTTOM OF

THE POOL TO THE TOP SURFACE OF

THE ROCKS. CONTRACTOR SHALL

SUBMIT MEASUREMENTS TO

ENGINEER FOR REVIEW PRIOR TO

REMOVAL OF TOP CAP ROCKS.

CONTRACTOR SHALL SORT

DRY-STACKED ROCK INTO TWO

STOCKPILES. ROUNDED OR

IRREGULAR SHAPED

DRY-STACKED ROCK SHALL BE

CONSIDERED "NON-REUSABLE"

AND SHALL BE TRANSPORTED TO

THE CITY'S RIVER ROAD STORAGE

FACILITY (1004 RIVER ROAD,

WICHITA FALLS, TX, 76305) FOR

PERMANENT STORAGE.

FLAT, UNIFORMLY SHAPED

DRY-STACKED ROCK SHALL BE

CONSIDERED "REUSABLE" AND

SHALL BE STORED IN THE

DESIGNATED ROCK STAGING

AREA FOR FUTURE REUSE.

REFER TO SHEET 02-X101.

SCALE: NONE

02-X502

ROCK SORTING DETAIL

SCALE: NONE

02-X502

EXISTING WEIR ELEVATION DETAIL

NON-REUSABLE / REJECT ROCK

REUSABLE ROCK

REMOVE TOP CAP ROCKS TO EXPOSE

RETAINING WALL FOR FURTHER

STRUCTURAL EVALUATION. SORT

ROCKS FOR FUTURE REUSE.

REFER TO DETAILS AND .

02-X502

REMOVE DRY-STACKED ROCK TO

EXPOSE RETAINING WALL FOR

FURTHER STRUCTURAL EVALUATION.

SORT ROCK FOR FUTURE REUSE.

REFER TO DETAILS AND .

02-X502

REMOVE TOP CAP ROCKS TO EXPOSE

RETAINING WALL FOR FURTHER

STRUCTURAL EVALUATION. SORT

ROCKS FOR FUTURE REUSE.

REFER TO DETAILS AND .

02-X502

REMOVE DRY-STACKED ROCK TO

EXPOSE RETAINING WALL FOR

FURTHER STRUCTURAL EVALUATION.

SORT ROCK FOR FUTURE REUSE.

REFER TO DETAILS AND .

02-X502

001 - 01-G100 - COVER SHEET

002 - 01-G101 - INDEX OF DRAWINGS GENERAL CONVENTIONS, AND ABBREVIATIONS

003 - 01-G102 - CIVIL NOTES AND LEGEND 1

004 - 01-G103 - CIVIL NOTES AND LEGEND 2

005 - 02-X101 - ACCESS / STAGING PLAN

006 - 02-X102 - DEMOLITION OVERVIEW

007 - 02-X103 - DEMOLITION PLAN AND SECTION

008 - 02-X501 - DEMOLITION PHOTO AND DETAILS I

009 - 02-X502 - DEMOLITION PHOTO AND DETAILS II

File details come from the government source that posted it. Updated Aug 11, 2026.