Vol 2 - DeSoto Westmoreland PS Recoating Two 5 MG Ground Storage Tanks.pdf

PDF 12 MB Posted Oct 1, 2026

Attached to: DeSoto Westmoreland PS Recoating Two 5 MG Ground Storage Tanks
Solicitation number: 146699
Issued by: Dallas County, Texas

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Written by GovTribe AI · Oct 5, 2026

This document is a comprehensive set of architectural and engineering drawings (Volume 2 - Drawings) prepared by Garver, LLC for the City of DeSoto, Texas, detailing the recoating of two 5-million-gallon (MG) ground storage tanks located at the Westmoreland Pump Station (620 N Westmoreland Rd, DeSoto, TX 75115). The project, identified as Garver Project No. 22W05070, was issued for bid in September 2026 and includes detailed plans for North and South storage tanks with repair specifications, roof plans, structural details, civil notes, and process mechanical requirements. The drawing set encompasses general conventions, abbreviations, civil and structural legends, electrical notes, piping symbols, and comprehensive construction specifications covering site preparation, excavation, subgrade modification, foundation work, concrete placement, structural steel installation, and all associated utility coordination. The project requires adherence to TXDOT standards, AWWA D100 compliance for tank hatching, ADA requirements for drainage and accessibility, and multiple inspection and testing protocols including 72-hour leakage tests for watertight structures and proof rolling of subgrade areas.

The contract establishes extensive contractor responsibilities including safety, site drainage, storm water compliance (SWPPP), traffic control per MUTCD standards, utility location and protection, dewatering, and maintenance of existing water service throughout construction. The contractor must obtain all necessary permits, provide coordination with owner and engineer, maintain record drawings with horizontal and vertical location information, and ensure proper disposal of demolished materials. Design specifications reference IBC 2018 seismic parameters with importance factor 1.25 and site class B, ASCE 7-16 wind loads at 115 MPH, structural concrete at 4,500 PSI, and compaction requirements of 95% Standard Proctor density minimum. The project includes specific requirements for material testing, lift placement not exceeding 9 inches, moisture conditioning, pipe bedding, valve installation with valve boxes, and coordination between all disciplines to ensure functional, operational systems upon completion.

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File	Type	Posted
City of DeSoto 2026 Inspection.pdf	PDF	Oct 1, 2026
00 11 00 Advertisement.pdf	PDF	Oct 1, 2026
Vol 1 - DeSoto Westmoreland PS Recoating Two 5 MG Tanks Specifications.pdf	PDF	Oct 1, 2026

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REGISTRATION NO.

F-5713

3000 INTERNET BOULEVARD

SUITE 400

FRISCO, TX 75034

(972) 377-7480

R e v it F ile

P lo t D a te

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

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.

CHECKED BY:

NO SCALE

AREA MAP

NO SCALE

LOCATION MAP

A u to d e s k D o c s /2

D e

S o to

W e s tm o re la n d

R d P

S I m p s /0

G e n e ra l.

rv t

P M

Y O

F D

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W E

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M O

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L A

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O T

T X

22W05070

SEP. 2026

CJS

GRN

COVER SHEET

01-G001

WESTMORELAND PS RECOATING

TWO 5 MG GROUND STORAGE TANKS

CITY OF DESOTO

ISSUED FOR BID SET

VOLUME 2 - DRAWINGS

GARVER PROJECT NO. 22W05070

TVP

SEPTEMBER 2026 W

S T

M O

R E

L A

N D

P S

R E

C O

A T

T W

M G

G R

O U

N D

S T

O R

A G

E T

A N

K S

DESOTO, TX

PROJECT SITE

620 N WESTMORELAND

DESOTO, TX 75115

R E

V D

A T

E D

E S

C R

B Y

TANK 1

TANK 2

MBrown

Date Time

R e v it F ile

P lo t D a te

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:

A u to d e s k D o c s /2

D e

S o to

W e s tm o re la n d

R d P

S I m p s /0

G e n e ra l.

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P M

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F D

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22W05070

SEP. 2026

CJS

GRN

INDEX OF DRAWINGS

01-G002

TVP

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T X

W E

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L A

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P S

R E

C O

A T

T W

M G

G R

O U

N D

S T

O R

A G

E T

A N

K S

DRAWING NUMBER EXAMPLE

70-M201

FACILITY

AREA CODE

PREDOMINATE

VIEW OR

ELEMENT

DISCIPLINE

GENERAL

CIVIL

INSTRUMENTATION &

CONTROL

KEY PLAN

DEMOLITION

FIRE & LIFE SAFETY

CIVIL DISCIPLINE

100 - SITE PLANS

200 - GRADING & PAVING

300 - PIPING & PROFILES

OTHER DISCIPLINES ALL DISCIPLINES

400 - LARGE SCALE VIEWS

500 - DETAILS

600 - DIAGRAM OR SCHED

900 - ISOMETRICS

100 - PLAN VIEWS

200 - ELEVATIONS

300 - SECTIONS

G C I

K X F

ARCHITECTURAL

STRUCTURAL

PROCESS MECHANICAL

BUILDING MECHANICAL

& PLUMBING

ELECTRICAL

TELECOMMUNICATIONS

A S P M

E T

9 01-G009 ELECTRICAL NOTES AND ABBREVIATIONS

8 01-G008 PROCESS MECHANICAL NOTES, LEGENDS, AND ABBREVIATIONS

7 01-G007 STRUCTURAL LEGEND & NOTES 2

6 01-G006 STRUCTURAL LEGEND & NOTES 1

5 01-G005 CIVIL NOTES AND LEGEND 2

4 01-G004 CIVIL NOTES AND LEGEND 1

3 01-G003 GENERAL CONVENTIONS AND ABBREVIATIONS

2 01-G002 INDEX OF DRAWINGS

1 01-G001 COVER SHEET

SHT. NO. DWG. NO. DESCRIPTION

01 - GENERAL

R E

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C R

B Y

12 30-P501 NORTH GROUND STORAGE TANK REPAIR AND DETAILS

11 30-P101 NORTH GROUND STORAGE TANK PLAN

10 30-S101 NORTH GROUND STORAGE TANK ROOF PLAN

SHT. NO. DWG. NO. DESCRIPTION

30 - NORTH STORAGE TANK

14 40-P501 SOUTH GROUND STORAGE TANK REPAIR AND DETAILS

13 40-P101 SOUTH GROUND STORAGE TANK PLAN

SHT. NO. DWG. NO. DESCRIPTION

40 - SOUTH STORAGE TANK

MBrown

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

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

STATION

STANDARD

SURFACE

SUSPEND, SUSPENDED

TOP AND BOTTOM

THROUGH

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"

35-W901

REFER TO 12 / 35-W901

CALLOUT DENOTES A STANDARD DETAIL

REFERENCE.

CALLOUT DENOTES A VIEW REFERENCE

ABOUT A MATCHLINE

CALLOUT DENOTES A CUT SECTION

REFERENCE. (VIEW IS REFERENCING

VIEWPORT #1 ON 30-P101)

CALLOUT DENOTES AN ELEVATION

REFERENCE. (VIEW IS REFERENCING

VIEWPORT #1 ON 30-P101)

TITLE

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

30-P101

CALLOUT DENOTES AN ENLARGED AREA

REFERENCE. (VIEW IS REFERENCING

VIEWPORT #1 ON 30-P101)

VIEW REFERENCE & TITLE SYMBOLS

TITLE DENOTES AN ELEVATION OR

SECTION VIEW LAYOUT. (THIS EXAMPLE,

DETAIL #1 IS ON SHEET 30-P101, WITH

REFERENCE TO SHEET 30-P501)

TITLE DENOTES A PLAN VIEW LAYOUT.

(THIS EXAMPLE PLAN VIEW IS #1 ON

SHEET 30-P101)

DRAWING NUMBER

30-P101

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

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

1ST FLOOR

EL. 288.50

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-P101

CENTERLINECL

EXISTING ELEMENTS

NEW ELEMENTS

EXISTING ELEMENTS TO BE

REMOVED/DEMOLISHED

PHASE GRAPHICS

FUTURE CONSTRUCTION NEW ELEMENT

REGISTRATION NO.

F-5713

R e v it F ile

P lo t D a te

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:

A u to d e s k D o c s /2

D e

S o to

W e s tm o re la n d

R d P

S I m p s /0

G e n e ra l.

rv t

P M

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22W05070

SEP. 2026

CJS

GRN

GENERAL

CONVENTIONS AND

ABBREVIATIONS

01-G003

TVP

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M O

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A G

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R E

V D

A T

E D

E S

C R

B Y

MBrown

R e v it F ile

P lo t D a te

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:

A u to d e s k D o c s /2

D e

S o to

W e s tm o re la n d

R d P

S I m p s /0

G e n e ra l.

rv t

P M

Y O

F D

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22W05070

SEP. 2026

CJS

GRN

CIVIL NOTES AND

LEGEND 1

01-G004

TVP

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W E

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M O

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L A

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P S

R E

C O

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T W

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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. 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, PROVIDE 12" MINIMUM CLEARANCE EXCEPT WATER MAINS

SHALL BE 24". CROSS UNDER ALL WATER MAINS WHERE NOT POSSIBLE TO

PROVIDE 18" CLEARANCE.

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 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 STORM WATER 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 CITY OF DESOTO TRAFFIC

ENGINEER PRIOR TO ANY PUBLIC ROAD CLOSURES.

9. CONTRACTOR SHALL MAINTAIN TRAFFIC FLOW TO RESIDENCES AND

BUSINESSES WITH MINIMUM DISRUPTION OF ACCESS.

10. ALL STREETS AND DRIVEWAYS SHALL BE OPEN CUT UNLESS NOTED

OTHERWISE. CONTRACTOR MAY REQUEST HORIZONTAL DIRECTIONAL

DRILLING ON A CASE-BY-CASE BASIS.

11. ALL EXCAVATION BACKFILL OUTSIDE TRAFFIC WAYS SHALL BE COMPACTED

TO MIN 95% STANDARD PROCTOR DENSITY TO PREVENT SETTLEMENT.

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 CONTRACTORS 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 OPEN CUT TRAFFIC WAYS (ROADS, PARKING LOTS, DRIVES ,ETC.) AND

ALL AREAS LYING WITHIN PRISM OF TRAFFIC WAYS, SHALL HAVE CRUSHED

STONE BACKFILL COMPACTED WITH VIBRATORY COMPACTOR MAXIMUM 6"

LIFTS AND COMPACTED TO MINIMUM 95% MODIFIED PROCTOR DENSITY TO

PREVENT SETTLEMENT FOR ITS ENTIRE TRENCH HEIGHT AND WIDTH.

COMPACTED "PUG-MIX "SHALL BE USED AND MAINTAINED IN TOP 12" OF

TRENCH HEIGHT AS REQUIRED TO PREVENT AGGREGATE LOSS DUE TO

TRAFFIC.

8. ALL DISTURBED AREAS SHALL BE STABILIZED IN ACCORDANCE WITH

SPECIFICATIONS AND CONTRACTOR IS RESPONSIBLE FOR ENSURING SEED

OR SOD IS ESTABLISHED.

YARD PIPING NOTES

1. MINIMUM COVER OVER PIPING SHALL BE 3'-0", MEASURED FROM FINISHED GRADE.

2. IN GENERAL LAY PIPE TO UNIFORM GRADES BETWEEN THE ELEVATIONS SHOWN,

UNLESS OTHERWISE APPROVED. IF EXISTING CONDITIONS PROHIBIT UNIFORM

GRADES BETWEEN THE ELEVATIONS SHOWN, FIELD ADJUSTMENTS SHALL BE

APPROVED BY ENGINEER.

3. SIZE OF FITTINGS SHOWN ON PLANS SHALL CORRESPOND TO ADJACENT

STRAIGHT RUN OF PIPE, UNLESS OTHERWISE INDICATED. TYPE OF JOINT AND

FITTING MATERIAL SHALL BE AS SPECIFIED FOR ADJACENT STRAIGHT RUN OF

PIPE.

4. ALL JOINTS SHALL BE WATERTIGHT AND TESTED PER SPECIFICATIONS.

5. THRUST AT FITTINGS SHALL BE RESISTED BY RESTRAINED JOINTS AS SPECIFIED

AND AS REQUIRED TO RESIST THRUST, UNLESS OTHERWISE APPROVED BY

ENGINEER.

6. CONTRACTOR SHALL LOCATE AND UNCOVER ALL CONNECTIONS TO EXISTING

LINES, AND ANY POSSIBLE CONFLICTS WITH PROPOSED FACILITIES AND VERIFY

LOCATION, ELEVATION, PIPE MATERIAL, AND PIPE O.D. PRIOR TO ANY

CONSTRUCTION. DEVIATIONS THAT WARRANT CHANGES SHALL BE BROUGHT TO

ATTENTION OF ENGINEER IMMEDIATELY.

7. CONTRACTOR SHALL MAINTAIN AND PROTECT ALL EXISTING BURIED PIPING AND

UTILITIES. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY DAMAGED

UNDERGROUND FACILITIES AT THEIR OWN EXPENSE.

8. ANY PIPING SHOWN OR REQUIRED THAT IS NOT SPECIFICALLY DETAILED SHALL BE

INSTALLED AS SHOWN OR REFERENCED WITH ALL FITTINGS AND VALVES AS

REQUIRED TO PROVIDE A FUNCTIONAL PIPELINE AS SPECIFIED.

9. ALL BURIED VALVES SHALL BE INSTALLED WITH VALVE BOX AS SPECIFIED.

10. ALL PIPELINE SHUTDOWNS SHALL BE COORDINATED WITH THE OWNER. A WRITTEN

WORK PLAN SHALL BE SUBMITTED AND APPROVED BY THE ENGINEER AND OWNER

AT MINIMUM 24 HOURS PRIOR TO ANY SHUTDOWNS.

11. ROCK SHALL BE UNDERCUT A MINIMUM OF 4" AND PIPE BEDDED PER

SPECIFICATION. NO SEPARATE PAY ITEM EXISTS FOR ROCK EXCAVATION. ALL

EXCAVATION SHALL BE CONSIDERED TO BE UN-CLASSIFIED EXCAVATION AND

SUBSIDIARY TO OTHER BID ITEMS.

12. CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER DISPOSAL OF

DEMOLISHED PIPE, MANHOLES, AND ANY EXCESS MATERIALS RESULTING FROM

THE WORK.

13. WHERE BYPASS PUMPING IS REQUIRED DURING THE PROJECT, PUMPING SHALL

BE HELD TO A MINIMUM. ROUND-THE-CLOCK BYPASS PUMPING IS NOT ALLOWED

WITHOUT WRITTEN CONSENT FROM OWNER. AT END OF EACH DAYLIGHT

CONSTRUCTION PERIOD, EXISTING WATER WILL BE TEMPORARILY ROUTED TO

NEW OR EXISTING PIPES WITH FITTINGS, PIPE, HOSE, OR OTHER APPURTENANCES

AS REQUIRED AND DITCH LINES SHALL BE BACKFILLED TO EXISTING GRADE. COST

OF THIS WORK SHALL BE INCLUDED IN PIPE INSTALLATION UNLESS LISTED AS A

SEPARATE BID ITEM.

14. CONTRACTOR SHALL PREVENT STORM WATER AND DEBRIS FROM ENTERING

PIPES AND MANHOLES AT ALL TIMES. ALL PIPES AND MANHOLES SHALL BE

SECURELY PLUGGED AT THE END OF EACH DAY.

15. RECORD DRAWINGS SHALL BE MAINTAINED IN ACCORDANCE WITH

SPECIFICATIONS. CONTRACTOR SHALL RECORD AND PROVIDE HORIZONTAL AND

VERTICAL LOCATION INFORMATION FOR PIPING, VALVES, AND FITTINGS WHERE

INSTALLATION VARIES FROM CONSTRUCTION DRAWINGS.

ABBREV DESCRIPTION

ABBREVIATIONS

ABDN

AFF

ALUM

APPROX

ASPH

ASSY

BLDG

BLK

B, BOT

BOP

BTW

BVCS

CIP

CMU

CONC

CONN

CONT

CPB

CSL

DIA

DIP

EFF

EL, ELEV

ELEC

EOP

EPB

ESMT

ETW

EVCS

EXP

FCJ

FES

FFE

FG, FIN GR

FLG

FRP

FTG

HDWL

HMA

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

TEMP

THK

TS&V

TYP

UNK

UNO

VERT

VPI

W W/ W/O

WSL

WTM

WWF

ABBREV DESCRIPTION ABBREV DESCRIPTION

ABANDON

ACRE

ABOVE FINISHED FLOOR

ALUMINUM SULFATE

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

CAST IRON PIPE

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

ELEVATION

ELECTRICAL

END/EDGE OF PAVEMENT

ELECTRICAL PULLBOX

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

FINISH GRADE

FLOWLINE

FLANGED

FIBERGLASS REINFORCED PIPE

FEET, FOOT

FOOTING

GUTTER

GAS LINE

GRADE

GATE VALVE

HEADWALL

HOT MIX ASPHALT

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 PULLBOX

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

TIME CLOCK, 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

MBrown

R e v it F ile

P lo t D a te

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:

A u to d e s k D o c s /2

D e

S o to

W e s tm o re la n d

R d P

S I m p s /0

G e n e ra l.

rv t

P M

Y O

F D

E S

O T

22W05070

SEP. 2026

CJS

GRN

CIVIL NOTES AND

LEGEND 2

01-G005

TVP

W E

S T

M O

R E

L A

N D

R D

E S

O T

T X

W E

S T

M O

R E

L A

N D

P S

R E

C O

A T

T W

M G

G R

O U

N D

S T

O R

A G

E T

A N

K S

R E

V D

A T

E D

E S

C R

B Y

PROFILE

RIP RAP

GRAVEL ROAD OR DRIVE

EXISTING CONCRETE

PROPOSED CONCRETE

CIVIL LEGEND NOTES:

1. GRAYSCALE LINE TYPES AND SYMBOLS INDICATE EXISTING ITEMS. BOLD LINE TYPES AND SYMBOLS

INDICATE PROPOSED ITEMS.

2. ADDITIONAL PROCESS LINES MAY BE DENOTED BY A LINE TYPE WITH THE FLOW STREAM IDENTIFIER.

3. SEE PROCESS MECHANICAL NOTES AND LEGEND SHEET FOR PLAN PIPE FITTING AND VALVE SYMBOLS.

4. LINES OF 12 INCH DIAMETER OR GREATER ARE SHOWN AT NOMINAL DIAMETER. LINES LESS THAN 12

INCH DIAMETER ARE SHOWN AS A SINGLE LINE.

5. NUMBERS INCLUDED WITH FACILITY NAMES IN DRAWINGS ARE FACILITY NUMBERS AND REFER TO THE

NUMBERED FACILITY WITHIN THE PLAN SET.

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

SIGNBENCH MARK/GEOTECHNICAL BORE

SURVEY CONTROL POINT

GUY WIRE ANCHOR

CONCRETE HEADWALL

SLOPE DIRECTION INDICATOR

PROPERTY PIN

LIGHT POLE

EMH

PROCESS DRAIN MANHOLEPD

CLEANOUTCO

ELECTRIC BOX/PULLBOXEB

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

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 KEYED NOTE

REFERENCE

CLOUDED REGION INDICATES A

REVISED AREA

GENERAL IDENTIFICATION

01-C500

1 DETAIL NUMBER

DRAWING NUMBER

CAUTION! EXIST. XXX CAUTION CALLOUT

05-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

SIDEWALK

PROPOSED ASPHALT/

PAVEMENT REPAIR

EXISTING CONTOURS1300

PROPOSED CONTOURS1300

SPOT ELEVATIONFG - 1300.00

CLEANOUT

SDMH-S01-01

STORM DRAIN LINE PROFILE NUMBER 1

STRUCTURE SEQUENCE NUMBER

STORM DRAIN MANHOLE STRUCTURE

CPB-C01-01

CHEMICAL LINE PROFILE NUMBER 1

PULLBOX SEQUENCE NUMBER

CHEMICAL PULLBOX

05-C301

1 PROFILE NUMBER 1

DRAWING NUMBER

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

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

PARTIAL DEMOLITION

MBrown

1 KEYED NOTE REFERENCE

POINT OF CONNECTION -NEW TO

EXISTING

DEMO TO POINT

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

1ST FLOOR

EL. 602.50

SYMBOL INDICATES A LEVEL DATUM

IN A SECTION OR ELEVATION

35-W901

12 / 35-W901

CALLOUT DENOTES A STANDARD

DETAIL REFERENCE.

CALLOUT DENOTES A VIEW

REFERENCE ABOUT A MATCHLINE

STRUCTURAL ANNOTATIONS

CENTERLINE

DEGREES

FLANGE

GRIDLINE

PERCENT

PLATE

PLUS/MINUS

WATERSTOP

DIRECTION OF DECK SPAN /

GRATING

GENERAL SHEET NOTE

ALL GENERAL NOTES ON THIS SHEET ARE TO BE

APPLIED TO ALL DRAWINGS IN THIS SET UNLESS

OTHERWISE NOTED PER DISCIPLINE. SYMBOLS AND

ABBREVIATIONS SHOWN ON THIS SHEET MAY OR MAY

NOT BE USED IN THE CONTAINED REFERENCE

DRAWINGS

GENERAL NOTES:

1. GENERAL NOTES SHALL APPLY TO THE ENTIRE PROJECT UNLESS NOTED OTHERWISE ON SPECIFIC

STRUCTURAL DRAWINGS, STANDARD DETAILS, OR IN THE SPECIFICATIONS.

2. BUILDING OCCUPANCY CATEGORY-------------- III

3. DESIGN LIVE LOADS

ROOF WITHOUT REDUCTION------------------------ 20 PSF

FLOORS:

CORRIDORS--------------------------------------- 100 PSF

ASSEMBLY AREAS------------------------------ 100 PSF

STAIRS----------------------------------------------- 100 PSF

INDUSTRIAL AREAS----------------------------- 250 PSF

EQUIPMENT ROOMS---------------------------- 250 PSF

AREAS WITH UNRESTRICTED VEHICULAR ACCESS----- AASHTO HS-20

4. WIND LOAD PARAMETERS - ASCE 7-16

BASIC WIND SPEED------------------------------------- 115 MPH

EXPOSURE CATEGORY----------------------- C

GCPI +/- 0.18 (ENCLOSED BUILDINGS)

5. SEISMIC DESIGN PARAMETERS ------------------- IBC 2018

IMPORTANCE FACTOR, I------------------------------- 1.25

SITE CLASS------------------------------------------------- B

SEISMIC SPECTRAL ACCELERATIONS

SS ----------------------------------------------------- 0.089g S1 ---------------------------------------------------- 0.052g

SEISMIC DESIGN CATEGORY--------------- A

DESIGN SPECTRAL ACCELERATIONS

SDS ------------------------------------------------- 0.053g SD1 -------------------------------------------------- 0.028g

RESPONSE MODIFICATION FACTOR, R----------SEE INDIVIDUAL PLANS

BASIC SEISMIC FORCE RESISTING SYSTEM--SEE INDIVIDUAL PLANS

SEISMIC RESPONSE COEFFICIENT, Cs---------SEE INDIVIDUAL PLANS

ANALYSIS PROCEDURE------------------------------EQUIVALENT LATERAL FORCE

6. RAIN LOAD PARAMETERS --------------------------- ASCE 7.16

15 MIN. RAIN INTENSITY --------------------------------- 9.07 IN/HR

60 MIN. RAIN INTENSITY --------------------------------- 4.16 IN/HR

7. SNOW LOADS PARAMETERS ----------------------- ASCE 7-16

GROUND SNOW LOAD, PG -------------------------- 5 PSF

IMPORTANCE FACTOR, I ----------------------------- 1.10

EXPOSURE FACTOR, Ce ------------------------------ 0.90

THERMAL FACTOR, CT ------------------------------- 1.0

8. FROST DEPTH -------------------------------------------- 12 IN

9. THE STRUCTURE SHOULD NOT BE CONSIDERED TO BE STABLE DURING CONSTRUCTION UNTIL ALL ELEMENTS ARE IN PLACE AND CONNECTED. THE CONTRACTOR IS RESPONSIBLE FOR DESIGNING ALL

TEMPORARY CONSTRUCTION BRACING, AS REQUIRED.

10. CONSTRUCTION METHODS, PROCEDURES, AND SEQUENCES ARE THE CONTRACTOR'S RESPONSIBILITY.

THE CONTRACTOR SHALL TAKE THE ALL NECESSARY MEANS TO MAINTAIN AND PROTECT THE

STRUCTURAL INTEGRITY OF ALL CONSTRUCTION, NEW AND EXISTING, AT ALL STAGES.

11. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS PRIOR TO ANY PERTINENT WORK. ALL EXISTING CONDITIONS AND DIMENSIONS SHALL BE NOTED ON THE SHOP

DRAWINGS.

12. COORDINATE WITH THE ARCHITECTURAL, CIVIL, MECHANICAL, STRUCTURAL, AND ELECTRICAL DRAWINGS, AND VERIFY THE LOCATIONS AND SIZES OF THE CHASES, OPENING, INSERTS, SLEEVES, FINISHES, CONDUITS, DEPRESSIONS AND OTHER PROJECT REQUIREMENTS.

13. THE CONTRACTOR IS RESPONSIBLE FOR REVIEWING THE DRAWINGS AND EXISTING CONDITIONS TO

DETERMINE WHERE OPENINGS ARE REQUIRED IN WALLS AND SLABS.

14. STANDARD DETAILS ARE INTENDED TO BE TYPICAL AND SHALL APPLY TO ALL SIMILAR SITUATIONS

THROUGHOUT THE PROJECT UNLESS NOTED OTHERWISE ON SPECIFIC STRUCTURAL DRAWINGS.

GENERAL CONCRETE MASONRY NOTES:GENERAL CONCRETE NOTES:

1. HOLLOW CMU UNITS SHALL CONFORM TO ASTM

C90 TYPE 1 OF THE NOMINAL THICKNESS SHOWN

ON THE DRAWINGS. ALL CMU SHALL BE 2 CELL

BLOCK AND HAVE A SPECIFIED MINIMUM

COMPRESSIVE STRENGTH OF 2000 PSI ON NET

AREA AT 28 DAYS.

2. COARSE MORTAR FOR CMU SHALL CONFORM TO

ASTM C 270, TYPE S UNO.

3. GROUT FOR CMU GROUTED CELLS, LINTELS,

COLUMNS, PILASTERS, BOND BEAMS AND BLOCKS

WITH EMBEDDED ANCHORS SHALL BE 3,000 PSI

PEA GRAVEL CONCRETE UNO.

4. CMU REINFORCING BARS SHALL CONFORM TO

ASTM A 615 GRADE 60. HORIZONTAL JOINT

REINFORCEMENT SHALL BE COLD DRAWN WIRE

WITH A MINIMUM OF 9 GAUGE, (W1.7),

LONGITUDINAL WIRE SIZE, UNO, WITH THE TYPE

AND SPACING AS SHOWN ON THE DRAWINGS OR

SPECIFIED.

5. VERTICAL CELLS TO BE FILLED SHALL HAVE

VERTICAL ALIGNMENT SUFFICIENT TO MAINTAIN A

CLEAR UNOBSTRUCTED CONTINUOUS VERTICAL

CELL NOT LESS THAN 2" X 3" IN PLAN DIMENSIONS.

6. MASONRY WALL DOWELS SHALL EXTEND INTO

THE FOUNDATION CONCRETE A MINIMUM OF THE

DEVELOPMENT LENGTH FOR BAR SIZE USED.

LAPS OR SPLICES OF REINFORCING STEEL IN

MASONRY SHALL BE AS INDICATED BELOW.

THERE SHALL BE A FOUNDATION DOWEL FOR

EACH VERTICAL WALL REINFORCEMENT.

7. NORMAL VERTICAL WALL REINFORCING SHALL

EXTEND CONTINUOUSLY FROM THE FOUNDATION

TO EMBED AT LEAST 6" INTO THE TOP OF WALL

BOND BEAM. AN ADDITIONAL ONE #4 HOOKED

DOWEL SHALL BE INSTALLED IN THE TOP OF ALL

MASONRY WALLS AT EACH VERTICAL WALL CELL

CONTAINING VERTICAL REINFORCING. THE

DOWELS SHALL PROJECT 24" INTO THE WALL AND

HOOK 6" INTO THE WALL TOP BOND BEAM.

8. MASONRY CONTROL JOINTS (MCJ) SHALL BE OF

THE TYPE AND AT THE LOCATIONS SHOWN ON

THE DRAWINGS.

9. IF NOT SHOWN ON DRAWINGS, MASONRY

CONTROL JOINTS SHALL BE AS DETAILED ON

4/99-S504. PROVIDE CONTROL JOINTS IN ALL

MASONRY WALLS UNO. CONTROL JOINT SPACING

SHALL BE AS RECOMMENDED BY THE NATIONAL

CONCRETE MASONRY ASSOCIATION WITH A

MAXIMUM SPACING OF 25'.SUBMIT JOINT LAYOUT

PLAN FOR REVIEW PRIOR TO MASONRY WALL

CONSTRUCTION. JOINT LAYOUTS DETAILED ON

DRAWINGS SHALL TAKE PRECEDENCE.

10. CORNER BLOCKS SHALL BE INTERWOVEN

BETWEEN TWO WALLS.

11. EVERY PIER OR WALL SECTION WHOSE WIDTH IS

3'-0" OR LESS WILL HAVE HORIZONTAL SHEAR

STEEL IN THE FORM OF TIES. REF 5/99-S504.

12. PROVIDE (2) ADDITIONAL #5 BARS ALONG SIDES,

TOP AND BOTTOM OF ALL CMU WALL OPENINGS.

EXTEND REINFORCING 24" BEYOND OPENING,

UNO.

13. VERTICAL WALL REINFORCING SHALL BE AS

FOLLOWS: GROUT CELLS CONTAINING

REINFORCEMENT, SOLID FULL HEIGHT UNO.

14. UNO, LAP SPLICE #4 BAR - 2'-0", #5 BAR - 3'-0", #6

BAR - 5'-0", #7 BAR - 7'-0"

1. STRUCTURAL CONCRETE FOR BUILDING MEMBERS

SHALL HAVE A SPECIFIED COMPRESSIVE

STRENGTH OF 4,500 PSI UNO.

2. CONCRETE FOR SLABS SUBJECTED TO

VEHICULAR WHEEL LOADS SHALL HAVE A

SPECIFIED COMPRESSIVE STRENGTH OF 4,500 PSI.

3. HOLD SLUMP TO 3 TO 4 INCHES IN ALL FLOOR

SLABS.

4. ALL EXPOSED CONCRETE EDGES SHALL BE

CHAMFERED 3/4".

5. NON-PRESTRESSED CONCRETE REINFORCEMENT

SHALL CONFORM TO ASTM A 615 GRADE 60.

6. REINFORCEMENT LAP SPLICES SHALL CONFORM

TO 3/99-S502.

7. CONCRETE COVER OVER REINFORCEMENT SHALL

CONFORM TO THE MINIMUM REQUIRED BY

8. 1/99-S504, UNO.

9. REINFORCEMENT DETAILING AND PLACEMENT

SHALL CONFORM TO ACI SP-66.

10. NO REINFORCING BAR SHALL BE WELDED OR

FIELD BENT IN ANY MANNER, UNLESS

SPECIFICALLY SHOWN OR NOTED ON THE

DRAWINGS.

11. DOWEL EMBEDMENT SHALL BE THE FULL

DEVELOPMENT LENGTH OF THE BAR. IF NOT

OTHERWISE SPECIFIED, DOWEL SIZE AND

SPACING SHALL BE THE SAME AS MAIN

REINFORCING.

12. MECHANICAL EQUIPMENT PADS ON FLOOR SLABS

SHALL BE 6" THICK AND REINFORCED WITH #4 @

12" EW, UNO.

13. WATERSTOP PIPE SLEEVES REQUIRED ON ALL

WATERTIGHT WALLS AND FLOORS.

14. TREMIES REQUIRED ON ALL PLACEMENTS DEEPER

THAN 5 FEET.

15. ALL WATERSTOPS TO BE 6" PVC FLAT RIBBED OR

9" PVC CENTER BULB AND PLACED AT ALL

WATERTIGHT POURS, UNO. REFER TO DETAILS

D03/3000-102A & B FOR WATERSTOP DETAILS.

16. ALL WATERTIGHT "HYDRAULIC" CONCRETE

STRUCTURES SHALL PASS A 72 HOUR LEAKAGE

TEST PRIOR TO BACKFILLING AROUND

STRUCTURE. SEE SPECIFICATION 03 30 00, CAST-

IN-PLACE CONCRETE.

17. WHEN WATERSTOP IS PLACED HORIZONTALLY IN

SLABS, THE CONTRACTOR SHALL TEMPORARILY

TIE UP OR CLAMP UP THE WATERSTOP UNTIL THE

CONCRETE IS PLACED TO SLIGHTLY ABOVE THE

DEPTH OF THE WATERSTOP.

18. VERTICAL WATERSTOP SHALL BE FULLY

EMBEDDED IN SLAB POUR AND WELDED TO ALL

ADJACENT WATERSTOP.

19. PROVIDE A MINIMUM OF SEVEN (7) DAYS CURE

TIME BETWEEN ADJACENT POURS

20. CONTRACTOR SHALL SUBMIT TO ENGINEER FOR

APPROVAL A SCHEDULE AND SEQUENCE OF

CONCRETE PLACEMENT. SEQUENCE SHALL

INCLUDE CURE TIME BETWEEN ADJACENT

PLACEMENTS.

21. WALKWAYS AND SIDEWALKS SHALL BE PLACED

WITH A SLIGHT SLOPE TO FREELY DRAIN WITH NO

LOW SPOTS. ALL SLOPES SHALL COMPLY WITH

ADA REQUIREMENTS.

22. ALL CONSTRUCTION JOINTS SHOWN ON THE

STRUCTURAL DRAWINGS SHALL BE

INCORPORATED INTO THE STRUCTURE.

ADDITIONAL CONSTRUCTION JOINTS TO

FACILITATE CONSTRUCTION SHALL BE LOCATED

AND DETAILED ON THE SHOP DRAWINGS FOR

REVIEW. HORIZONTAL CONSTRUCTION JOINTS

SHALL NOT BE PERMITTED IN WALLS AND BEAMS,

UNLESS SHOWN ON THE STRUCTURAL DRAWINGS.

23. POST INSTALLED ANCHORS SHALL NOT BE

SUBSTITUTED FOR CAST IN ANCHORS UNLESS

APPROVED BY ENGINEER.

24. USE MANUFACTURER'S CERTIFIED DRAWINGS AND

SPECIFICATIONS FOR EQUIPMENT ANCHORAGE

AND DETAILS. VERIFY EQUIPMENT SIZE AND

WEIGHTS WITH ENGINEER PRIOR TO

CONSTRUCTION OF ANY AND ALL EQUIPMENT

PADS.

FOUNDATION NOTES:

1. DESIGN FOUNDATION BEARING PRESSURE PER

GEOTECHNICAL REPORT.

2. FLOOR SLAB CONSTRUCTION JOINTS (CJ) SHALL

BE PLACED AS SHOWN ON FOUNDATION PLANS

AND SUBMITTED TO ENGINEER FOR APPROVAL

PRIOR TO CONCRETE PLACEMENT.

3. ALL CONCRETE CORNERS SHALL BE CHAMFERED

3/4" ON THE EXTERIOR EXPOSED CORNER.

4. COMPACTED GRANULAR FILL OR BASE COURSE

ROCK SHALL BE PLACED AS INDICATED AND

SPECIFIED.

5. ALL PIPING BENEATH SLABS SHALL BE CONCRETE

ENCASED.

6. VAPOR BARRIER REQUIRED BENEATH ALL

INTERIOR BUILDING SLABS THAT HAVE AN

APPLIED COATING OR FLOORING MATERIAL.

AFC

AFF

AFG

AHJ

APPROX

ARCH

BFF

CJP

CLG

COL

DEMO

EL.

EXP

EXST

EXT

FND

INT

KIP

KLF

KSF

LLH

LLV

LSL

MECH

NTS

OFCI

OFOI

OVS

PCF

PFJ

PJP

PLF

PSI

REF

REV

SIM

SPEC

SSL

STL

T&B T.O, T/

TOB

TOC

TOF

TOS

(TYP)

UNO

VCJ

ABOVE FINISH CEILING

ABOVE FINISH FLOOR

ABOVE FINISH GRADE

AUTHORITY HAVING JURISDICTION

ALUMINUM

APPROXIMATELY

ARCHITECTURAL/ARCHITECTURE

BELOW FINISH FLOOR

BEAM

CONSTRUCTION JOINT

COMPLETE JOINT PENETRATION

CEILING

COLUMN

DEMOLISH/DEMOLITION

EACH FACE

EXPANSION JOIN

ELEVATION

EACH SIDE

EACH WAY

EXISTING

EXPANSION

EXISTING

EXTERIOR

FLOOR DRAIN

FOUNDATION FOOTING

FAR SIDE

HEIGHT

ISOLATION JOINT

INTERIOR

1,000 POUNDS

KIPS PER LINEAR FOOT

KIPS PER SQUARE FOOT

LONG LEG HORIZONTAL

LONG LEG VERTICAL

LONG SLOT

MECHANICAL

NEAR SIDE

NOT TO SCALE

OWNER FURNISHED CONTRACTOR INSTALLED

OWNER FURNISHED OWNER INSTALLED

OPPOSITE HAND

OVERSIZED

POUNDS PER CUBIC FOOT

PRE-FORMED JOINT

PARTIAL JOINT PENETRATION

POUNDS PER LINEAR FOOT

POUNDS PER SQUARE INCH

REFERENCE

REVISION

SIMILAR

SPECIFICATIONS

SHORT SLOT

STEEL

TOP AND BOTTOM

TOP OF

TOP OF BEAM

TOP OF CONCRETE

TOP OF FOOTING

TOP OF STEEL

TYPICAL

UNLESS NOTED OTHERWISE

VERTICAL CONSTRUCTION JOINT

ABBREVIATIONS

STRUCTURAL STEEL NOTES:

1. UNLESS OTHERWISE SPECIFIED, HOT-ROLLED STEEL BUILDING MEMBERS USING W- AND C- SHAPES SHALL BE ASTM A992; M-, AND S- SHAPES ASTM A572, GRADE 50; SQUARE, RECTANGULAR & ROUND HSS SHAPES ASTM A 500 GRADE B; ANGLES AND MISCELLANEOUS STIFFENER PLATES ASTM A572, GRADE 50.

2. ALL SHEAR CONNECTIONS NOT DETAILED OR OTHERWISE NOTED SHALL BE STANDARD AISC WELDED OR AISC BOLTED CONNECTIONS AND SHALL HAVE SUFFICIENT CAPACITY TO SUPPORT THE END REACTION EQUAL TO ONE - HALF THE TOTAL UNIFORM CAPACITY SHOWN IN THE ALLOWABLE UNIFORM LOAD

TABLES OF THE AISC ALLOWABLE STRESS DESIGN MANUAL - 13TH EDITION.

3. WELDING SHALL CONFORM WITH AWS D1.1 STRUCTURAL WELDING CODE.

4. ALL BOLTS FOR BEAM CONNECTIONS SHALL BE ASTM A325 WITH A MINIMUM DIAMETER OF 3/4" UNO. ALL BOLTED CONNECTIONS SHALL BE BEARING TYPE CONNECTIONS UNLESS NOTED AS SLIP CRITICAL.

WASHERS SHALL BE INSTALLED UNDER NUTS OF FASTENERS WHEN REQUIRED BY THE SPECIFICATION

FOR STRUCTURAL JOINTS.

5. ALL ANCHOR RODS SHALL BE ASTM F1554, GRADE 35 UNO.

STRUCTURAL ALUMINUM NOTES

1. UNLESS OTHERWISE SPECIFIED, ALUMINUM PLATE AND SHEET: ASTM 209, ALLOY 5052-H32; ALUMINUM EXTRUSIONS: ASTM B 221, ALLOY 6061-T6/6005A-T61; ALUMINUM-ALLOY ROLLED TREAD PLATE: ASTM B 632, ALLOY 6061-T6.

2. UNLESS OTHERWISE STATED, PROVIDE TYPE 304, OR 316 STAINLESS STEEL FASTENERS FOR FASTENING

ALUMINUM. SELECT FASTENERS FOR TYPE, GRADE, AND CLASS REQUIRED.

3. COAT CONCEALED SURFACES OF ALUMINUM THAT WILL COME INTO CONTACT WITH GROUT, CONCRETE, MASONRY, WOOD, OR DISSIMILAR METALS WITH A HEAVY COAT OF BITUMINOUS PAINT.

4. WELDING SHALL CONFORM TO AWS D1.2, "STRUCTURAL WELDING CODE - ALUMINUM".

SLAB TRANSITION - RAMP

SLAB TRANSITION - STEP

EXISTING ELEMENTS

NEW ELEMENTS

EXISTING ELEMENTS TO BE

REMOVED/DEMOLISHED

PHASE GRAPHICS

FUTURE CONSTRUCTION NEW

ELEMENT

REGISTRATION NO.

F-5713

R e v it F ile

P lo t D a te

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:

A u to d e s k D o c s /2

D e

S o to

W e s tm o re la n d

R d P

S I m p s /0

G e n e ra l.

rv t

P M

Y O

F D

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22W05070

SEP. 2026

CJS

STRUCTURAL

LEGEND AND NOTES

01-G006

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SKhan TX Stamp_ALL BLACK

1. SITE PREPARATION SHALL INCLUDE REMOVAL OF ALL SURFICIAL VEGETATION, ROOT

SYSTEMS, UTILITIES, AND EXISTING UNDERGROUND STRUCTURES FROM PLANNED

FOUNDATION AREAS.

2. STRIPPING DEPTH SHALL BE DETERMINED BY FIELD OBSERVATION BY A

REPRESENTATIVE OF THE GEOTECHNICAL ENGINEER, WITH PARTICULAR ATTENTION TO

OLD DRAINAGE AREAS, PLOW DEPTHS, UNEVEN TOPOGRAPHY, AND EXCESSIVELY WET

SOILS.

3. EXPOSED SUBGRADE SHALL BE PROOF ROLLED PER TXDOT ITEM 216 TO DETECT SOFT

SPOTS OR PUMPING OF SUBGRADE AREAS. ANY DEFECTIVE AREAS SHALL BE

SCARIFIED A MINIMUM DEPTH OF 6 INCHES AND RECOMPACTED. EXCESSIVELY WET OR

DRY MATERIAL SHOULD EITHER BE REMOVED, OR MOISTURE CONDITIONED AND

RECOMPACTED. ANY DEFECTIVE AREAS SHALL BE MADE STABLE BEFORE

CONSTRUCTION PROCEEDS.

4. PROOF ROLLING PER TXDOT ITEM 216 SHALL BE PERFORMED USING A HEAVY PNEUMATIC

TIRED ROLLER, LOADED DUMP TRUCK, OR SIMILAR EQUIPMENT WEIGHING AT LEAST 25

TONS, UNDER THE OBSERVATION OF A REPRESENTATIVE OF THE GEOTECHNICAL

ENGINEER.

5. ALL EXPOSED FOUNDATION BEARING SURFACES, INCLUDING THE MODIFIED

SUBGRADE SOILS, SHALL BE PROTECTED BY A 4-INCH-THICK SEAL SLAB OF LEAN

CONCRETE IF THE BEARING SURFACE WILL REMAIN EXPOSED FOR MORE THAN 72 HOURS

PRIOR TO PLACING OF CONCRETE.

6. EXCAVATION AT THIS SITE MAY ENCOUNTER GROUND WATER. DEWATERING OF

EXCAVATION AND PROPER DRAINAGE OF THE EXCAVATION TO AVOID PONDING ARE THE

RESPONSIBILITY OF THE GENERAL CONTRACTOR.

7. SEE CIVIL NOTES AND LEGEND FOR OTHER EARTHWORK REQUIREMENTS.

1. IN ORDER TO LIMIT POTENTIAL VERTICAL FOUNDATION MOVEMENTS TO

APPROXIMATELY ONE INCH, THE SUBGRADE SHALL BE MODIFIED PER THESE NOTES

AND THE DETAILS SHOWN FOR EACH FACILITY.

2. THE OVER-EXCAVATION MAY BE TERMINATED ONE FOOT BELOW FOUNDATION

ELEVATION IF WEATHERED OR UNWEATHERED LIMESTONE IS ENCOUNTERED.

3. SUBGRADE SHALL BE EXCAVATED TO THE DEPTH SHOWN IN THE DRAWINGS FOR EACH

FACILITY.

4. THE EXPOSED SUBGRADE, EXCEPT THE WEATHERED OR UNWEATHERED LIMESTONE,

SHALL BE SCARIFIED TO A DEPTH OF 6”, MOISTURE CONDITIONED, AND COMPACTED TO

THE REQUIREMENTS FOR ON-SITE CLAYEY SOIL.

5. ABOVE THE SCARIFIED AND COMPACTED SUBGRADE, A LAYER OF MOISTURE

CONDITIONED ON-SITE SOIL OR IMPORTED SELECT FILL SHALL BE PLACED TO DEPTH

SHOWN IN THE DRAWINGS FOR EACH FACILITY.

6. THE MATERIAL REQUIREMENTS FOR REUSE OF ON-SITE CLAYEY SOIL ARE AS FOLLOWS:

MATERIAL FREE OF DELETERIOUS MATERIAL CONTAINING LESS THAN 2 PERCENT

ORGANICS BY WEIGHT WITH A MAX PARTICLE SIZE OF 4 INCHES, ACCEPTABLE TO THE

GEOTECHNICAL ENGINEER.

7. THE MATERIAL REQUIREMENTS FOR REUSE OF NON-EXPANSIVE SELECT FILL ARE AS

FOLLOWS: MATERIAL FREE OF DELETERIOUS MATERIAL CONTAINING LESS THAN 2

PERCENT ORGANICS BY WEIGHT WITH A MAX PARTICLE SIZE OF 4 INCHES, ACCEPTABLE

TO THE GEOTECHNICAL ENGINEER. LESS THAN OR EQUAL TO 70% PASSING NO. 200

SIEVE WITH PLASTICITY INDEX (PI) BETWEEN 8 AND 15 INCLUSIVE, AND LIQUID LIMIT (LL)

LESS THAN OR EQUAL TO 35.

8. ON-SITE CLAYEY SOIL SHALL BE MOISTURE CONDITIONED TO BETWEEN PLUS 3 AND

MINUS 1 PERCENT OF OPTIMUM MOISTURE CONTENT AND COMPACTED TO AT LEAST 95

PERCENT OF MINIMUM DRY DENSITY PER ASTM D698.

9. SELECT FILL SHALL BE MOISTURE CONDITIONED TO BETWEEN PLUS 4 AND 0 PERCENT

OF OPTIMUM MOISTURE CONTENT AND COMPACTED TO AT LEAST 95 PERCENT OF

MINIMUM DRY DENSITY PER ASTM D698.

10. SELECT FILL SHALL BE PLACED ABOVE MOISTURE CONDITION SUBGRADE. THICKNESS

OF SELECT FILL LAYER AS NECESSARY BELOW FOUNDATION. A CRUSHED LIMESTONE

BASE SHALL BE USED IN THE UPPER 6 INCHES OF THE SELECT FILL PAD SEE SECTIONS.

11. ALL MATERIAL SHALL BE PLACED IN LOOSE HORIZONTAL LIFTS NOT TO EXCEED 9

INCHES, WITH THE INTENT OF PRODUCING A COMPACTED LIFT THICKNESS OF 6 INCHES.

12. FILL PLACED ALONG SLOPES SHALL BE PLACED IN HORIZONTAL LIFTS BENCHED INTO

THE SLOPE. BENCH HEIGHT SHALL NOT EXCEED 24 INCHES.

13. ALL MATERIAL SHALL BE CONSISTENT WITH REGARD TO TYPE AND MOISTURE CONTENT.

CLODS SHALL BE PROCESSED AND MIXED, AND WATER SHALL BE EVENLY APPLIED, SO

THAT EACH LIFT HAS UNIFORM MOISTURE AND DENSITY.

14. EACH LIFT SHALL BE TESTED FOR MOISTURE AND COMPACTION BY THE OWNERS

TESTING AGENCY. MINIMUM RATE OF TESTING SHALL BE ONE TEST PER 2,500 SQUARE

FEET OF AREA, WITH A MINIMUM OF THREE TESTS PER LIFT. SUBSEQUENT LIFTS SHALL

NOT BE PLACED UNTIL THE PRIOR LIFT HAS BEEN DEMONSTRATED TO MEET

REQUIREMENTS. LIFTS FAILING TO MEET REQUIREMENTS SHALL BE REWORKED AND

RETESTED UNTIL THEY ARE SATISFACTORY.

15. EXCAVATION AND SUBGRADE MODIFICATION SHALL EXTEND 5'- 0" PAST EDGES OF

FOUNDATION INCLUDING ATTACHED WALKWAYS, RAMPS, AND ANY OTHER MOVEMENT-

SENSITIVE ARCHITECTURAL MEMBERS.

16. BACKFILL WITH SELECT FILL MATERIAL PER COMPACTION REQUIREMENTS ABOVE.

EARTH WORK NOTES:

SUBGRADE MODIFICATIONS NOTES:

REGISTRATION NO.

F-5713

R e v it F ile

P lo t D a te

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:

A u to d e s k D o c s /2

D e

S o to

W e s tm o re la n d

R d P

S I m p s /0

G e n e ra l.

rv t

P M

Y O

F D

E S

O T

22W05070

SEP. 2026

CJS

STRUCTURAL

LEGEND AND NOTES

01-G007

TVP

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NOTES:

1. ONLY FLANGED END CONNECTIONS ARE SHOWN HERE FOR DOUBLE LINE FITTINGS; FITTINGS WITH OTHER

END PATTERNS ARE SHOWN SIMILARLY ON THE CONSTRUCTION DRAWINGS. ALSO SEE PIPING

SPECIFICATIONS.

2. SYMBOLS, LEGENDS, AND PIPE USE IDENTIFICATIONS SHOWN SHALL BE FOLLOWED THROUGHOUT THE PLANS, WHEREVER APPLICABLE. NOT ALL OF THE VARIOUS PIPING COMPONENTS ARE NECESSARILY

USED IN THE PROJECT.

FLOW STREAM IDENTIFIERS

BUTTERFLY

GLOBE

PLUG

GATE

BALL

PINCH

DIAPHRAGM

KNIFE GATE

BALL CHECK

ROTARY

MUD

SLIDE GATE WITH

HAND CRANK

FLUID FLOW & CONTROL SYMBOLS

1 KEYED NOTE REFERENCE

POINT OF CONNECTION -NEW TO

EXISTING

DEMO TO POINT

REVISION CLOUD AND NUMBER

SHOWN ON PLANS

GENERAL DRAWING SYMBOLS

SYMBOL INDICATES A ROOM /

AREA DESIGNATION, WITH ROOM

NUMBER AND SQUARE FOOTAGE

SYMBOL INDICATES A STRUCTURAL

GRIDLINE OR DATUM

1ST FLOOR

EL. 602.50

SYMBOL INDICATES A LEVEL

DATUM IN A SECTION OR

ELEVATION

35-W901

12 / 35-W901

CALLOUT DENOTES A STANDARD

DETAIL REFERENCE.

CALLOUT DENOTES A VIEW

REFERENCE ABOUT A MATCHLINE

30-45L65 PID TAG

ELEMENT MARK

FACILITY NUMBER

ROOM NAME

150 SF

PIPE CONTINUATION

PROCESS TAGS & ANNOTATIONS

16" RAS

FLOW STREAM

IDENTIFICATION

PIPE DIAMETER

SWING CHECK

V-PORT

TELESCOPING

SLIDE GATE WITHOUT

HAND CRANK

1. ALL PROCESS PIPING SYSTEMS SHALL BE

INSTALLED AS PER SPECIFICATIONS AND

GOVERNING CODES.

2. DRAWINGS ARE REPRESENTATIVE OF EQUIPMENT

AND PIPE CONNECTION REQUIREMENTS. THEY

ARE NOT INTENDED TO SPECIFY OR SHOW EVERY

OFFSET, FITTING TYPE, OR COMPONENT

REQUIRED FOR PLANT OR FACILITY OPERATION.

CONTRACTOR IS FULLY RESPONSIBLE TO ENSURE

PLANT OPERATION.

3. CONTRACTOR SHALL NOT SCALE DRAWINGS.

INFORMATION AND COMPONENTS SHOWN ON

P&ID'S BUT NOT SHOWN ON PLANS OR VICE-

VERSA, SHALL BE PROVIDED AS IF EXPRESSLY

REQUIRED BY BOTH.

4. REFER TO RESPECTIVE DISCIPLINES FOR ALL

OTHER DESIGN CRITERIA. COORDINATION

BETWEEN DISCIPLINES IS THE SOLE

RESPONSIBILITY OF THE CONTRACTOR.

5. LAY PIPE TO UNIFORM GRADE BETWEEN

INDICATED ELEVATION POINTS. REFER TO CIVIL

DRAWINGS FOR SPECIFIC ELEVATIONS.

6. LOCATION AND NUMBER OF PIPE HANGERS AND

PIPE SUPPORTS SHOWN IS ONLY APPROXIMATE.

FINAL SUPPORT REQUIREMENTS SHALL BE

DETERMINED IN THE FIELD AND REVIEWED BY THE

ENGINEER PRIOR TO INSTALLATION. MAXIMUM

SPACING SHALL BE AS SPECIFIED.

7. LOCATION AND NUMBER OF PIPE HANGERS AND

PIPE SUPPORTS SHOWN ARE ONLY

APPROXIMATE. FINAL SUPPORT REQUIREMENTS

SHALL BE DETERMINED IN THE FIELD AND

REVIEWED BY THE ENGINEER PRIOR TO

INSTALLATION. REFER TO SPECIFICATIONS FOR

SPACING REQUIREMENTS.

8. ALL JOINTS SHALL BE WATERTIGHT. WALL PIPES

OR PENETRATION SEALS SHALL BE USED

WHEREVER PIPING PASSES FROM A STRUCTURE

TO BACKFILL. REFER TO DRAWINGS AND

SPECIFICATIONS AS TO TYPE AND

REQUIREMENTS FOR EACH.

9. NUMBER AND LOCATION OF UNIONS SHOWN ON

PLANS IS ONLY APPROXIMATE. PROVIDE ALL

UNIONS NECESSARY TO FACILITATE CONVENIENT

REMOVAL OF VALVES AND MECHANICAL

EQUIPMENT.

10. WHERE A GROOVED END COUPLING IS SHOWN, IT

SHALL BE THE RIGID JOINT TYPE, UNLESS

OTHERWISE SPECIFIED. WHERE A FLANGED

COUPLING ADAPTER IS SHOWN, A STANDARD

FLANGE SHALL BE JOINED TO THE COUPLING

ADAPTER.

GENERAL PIPING NOTES

ABBREVIATIONS

AFC

AFF

AFG

AHJ

APPROX

ARCH

AWWA

BFF

BHP

BLDG

BTU

BTUH

CAP

CFH

CFM

CLG

CONN

CONT

COTG

CPVC

DCOTG

DDC

DEG(°)

DEMO

DIA

DOAS

EAT

ECC

ELEC

EQUIP

ESP

EWT

EXP

FLA

FLEX

FOB

FPM

GAL

GPD

GPH

GPM

HWR

LAT

LRA

LWT

MAX

MBH

MCA

MDL

MECH

MFR

MGD

MIN

MOCP

NTS

OFCI

OFOI

OS&Y

PRESS

PRV

PSI

REF

REQD

REV

RLA

RPM

SPEC

TDH

TMV

TSP

TYP

VAC

VERT

VFD

VOL

VTR

WPD

WSE

ABOVE FINISH CEILING

ABOVE FINISH FLOOR

ABOVE FINISH GRADE

AUTHORITY HAVING JURISDICTION

APPROXIMATELY

ARCHITECTURAL/ARCHITECTURE

AMERICAN WATER WORKS ASSOCIATION

BELOW FINISH FLOOR

BRAKE HORSEPOWER

BUILDING

BRITISH THERMAL UNITS

BRITISH THERMAL UNITS/HOUR

CAPACITY

CUBIC FEET PER HOUR

CUBIC FEET PER MINUTE

CEILING

CONNECTION

CONTINUATION

CLEAN OUT TO GRADE

CIRCULATING PUMP

CHLORINATED POLYVINYL CHLORIDE

CONDENSING UNIT

CONSTANT VOLUME

COLD WATER

DRY BULB

DOUBLE CLEANOUT TO GRADE

DIRECT DIGITAL CONTROLS

DEGREES

DEMOLISH/DEMOLITION

DIAMETER

DOWN

DEDICATED OUTSIDE AIR SYSTEM

DIRECT EXPANSION

ENTERING AIR TEMPERATURE

ECCENTRIC

ELEVATION

ELECTRICAL

EQUIVALENT

EQUIPMENT

EXTERNAL STATIC PRESSURE

ENTERING WATER TEMPERATURE

EXISTING

EXPANSION

FULL LOAD AMPS

FLEXIBLE

FLAT ON BOTTOM

FEET PER MINUTE

GALLON

GALLONS PER DAY

GALLONS PER HOUR

GALLONS PER MINUTE

HOSE BIBB

HEIGHT

HOT WATER

HOT WATER RETURN

INSIDE DIAMETER

KILOWATTS

LEAVING AIR TEMPERATURE

LOCKED ROTOR AMPS

LEAVING WATER TEMPERATURE

MAXIMUM

THOUSAND BTUH

MAXIMUM CURRENT AMPERAGE

MODEL

MECHANICAL

MANUFACTURER

MILLION GALLONS PER DAY

MINIMUM

MAXIMUM OVERCURRENT AMPERAGE

NOT APPLICABLE

NORMALLY CLOSED

NORMALLY OPEN

NOT TO SCALE

OUTSIDE DIAMETER

OWNER FURNISHED CONTRACTOR INSTALLED

OWNER FURNISHED OWNER INSTALLED

OUTSIDE STEM & YOKE

PRESSURE DROP

PRESSURE

PRESSURE RELEASE VALVE

POUNDS PER SQUARE INCH

REFERENCE

REQUIRED

REVISION

RUNNING LOAD AMPS

REVOLUTIONS PER MINUTE

SQUARE FEET

STATIC PRESSURE

SPECIFICATIONS

TOTAL DYNAMIC HEAD

TOTAL HEAD

THERMOSTATIC MIXING VALVE

TOTAL STATIC PRESSURE

TYPICAL

VACUUM

VERTICAL

VARIABLE FREQUENCY DRIVE

VOLUME

VENT THRU ROOF

WET BULB

WATER COLUMN

WATER PRESSURE DROP

WATER SURFACE ELEVATION

PROCESS SHEET NOTE

ALL GENERAL NOTES ON THIS SHEET ARE TO BE

APPLIED TO PROCESS DRAWINGS IN THIS SET.

SYMBOLS AND ABBREVIATIONS SHOWN ON THIS SHEET

MAY OR MAY NOT BE USED IN THE CONTAINED

REFERENCE DRAWINGS

ELECTRIC MOTOR

PNEUMATIC CYLINDER SINGLE OR

DOUBLE ACTING ACTUATED BY

ONE INPUT

PNEUMATIC DIAPHRAGM SPRING-

OPPOSED, SINGLE OR DOUBLE

ACTING

HYDRAULIC

MANUAL

SOLENOID

ACTUATOR SYMBOLS

PLAN VIEW SECTION VIEW

STRAINER

SIGHT GLASS

FLEXIBLE (ELASTOMER) PIPE

CONNECTION

GAUGE WITH COCK

THERMOMETER

ROTAMETER

PIG CATCHER / LAUNCHER

MISCELLANEOUS PIPING SYMBOLS

CENTERLINECL

PIPE TAG

FLUID FLOW & CONTROL SYMBOLS ARE FOR

DIAGRAMATIC PURPOSES. REFER TO TAG, PID OR SPEC

FOR MORE INFORMATION.

PIPE FITTING AND END PATTERNS

EXAMPLE:

BELLB

FLANGEFLG

SOCKETSOCGE

PE PLAIN END

GROOVED END

MECHANICAL

JOINT

MJ PE

THREADEDTHD

SPIGOTS

WELDEDWLD

8" - V 500

VALVE ANNOTATION & DESIGNATIONS

SIZE OF VALVE

VALVE DESIGNATION

VALVE TYPE, SEE

SPECIFICATIONS

MANUAL & CHECK VALVES

SPECIAL INSTALLATION NOTE

INSTALLATION DETAILS FOR DIVISION 26 ELECTRICAL

ARE NOT SHOWN ON MECHANICAL DRAWINGS FOR

CLARITY. REFER TO DIVISION 26 INSTRUMENT

SPECIFICATIONS, INSTRUMENT LIST, AND DESIGN

DETAILS. COORDINATE MATERIAL AND INSTALLATION

REQUIREMENTS.

MAX WSE

EL. 135.25

MAXIMUM WATER SURFACE

ELEVATION LEVEL DATUM

ELBOW UP

ELBOW DOWN

TEE UP

TEE DOWN

LATERAL/WYE UP

LATERAL/WYE DOWN

CONCENTRIC REDUCER

ECCENTRIC REDUCER

ELBOW, 45 DEGREE

TEE

CROSS

ELBOW, 90 DEGREE

LATERAL/WYE

CAP

FLEXIBLE CONNECTION

DISMANTLING JOINT

PIPE SYMBOLS

EXISTING PIPE

NEW PIPE

EXISTING PIPE TO BE

ABANDONED

EXISTING PIPE TO BE

REMOVED

NEW PIPE BELOW

FUTURE CONSTRUCTION

NEW PIPE

WELDED JOINT

GROOVED END JOINT

FLANGED JOINT

MECHANICAL JOINT

FLANGED COUPLING

ADAPTER

FLEXIBLE COUPLING

WITH THRUST TIES

STEEL BELLOWS EXP.

JOINT

ELASTOMER BELLOWS

EXP. JOINT

WELD NECK

UNION

SOCKET & JOINT

BELL & SPIGOT

PIPE PHASE GRAPHICS

REGISTRATION NO.

F-5713

R e v it F ile

P lo t D a te

THIS DOCUMENT, ALONG WITH THE

IDEAS AND DESIGNS CONVEYED

HEREIN, SHALL BE CONSIDERED

INSTRUMENTS OF PROFESSIONAL

SERVICE AND ARE PROPERTY OF

GARVER, LLC.

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

File details come from the government source that posted it. Updated Oct 5, 2026.