Atch 4_Drawings 2025Jan17.pdf

B ANCHOR BOLT

AC ACOUSTICAL ACCESS

ACCESSIBLE

ACT ACOUSTICAL CEILING TILE

ADJ ADJUSTABLE

AFF ABOVE FINISHED FLOOR

AGG AGGREGATE

ALT ALTERNATE

ANOD ANODIZED

ARCH ARCHITECT (URAL)

BD BOARD

BLDG BUILDING

BLKG BLOCKING

BM BENCH MARK

BOS BOTTOM OF STRUCTURE

BRG BEARING

C CARPET

CAB CABINET

CER CERAMIC

CG CORNER GUARD

CJT CONTROL JOINT

CLG CEILING

COL COLUMN

CONC CONCRETE

CONST CONSTRUCTION

CONT CONTINUOUS, CONTINUE

CONTR CONTRACT (OR)

CSVB COVED SHEET VINYL BASE

DEMO DEMOLISH, DEMOLITION

DF DRINKING FOUNTAIN

DIA DIAMETER

DIM DIMENSION

DL DEAD LOAD

DTL DETAIL

DWG DRAWING

EB EXPANSION BOLT

ELEC ELECTRIC (AL)

ELEV ELEVATION

EOR ENGINEER OF RECORD

EP EPOXY PAINT

EQ EQUAL

EST ESTIMATE

ETR EXISTING TO REMAIN

EXIST EXISTING

EXP EXPOSED

EJ EXPANSION JOINT

EXT EXTERIOR

FA FIRE ALARM

FBO FURNISHED BY OTHERS

FD FLOOR DRAIN

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FF FACTORY FINISH

FIN FINISH (ED)

FLR FLOOR (ING)

FND FOUNDATION

FO FACE OF

FOC FACE OF CONCRETE

FOS FACE OF STUD

FP FIREPROOF

FR FIRE RATED

FT FIRE TREATED

FRP FIBERGLASS REINFORCED

PANEL

FTG FOOTING

FUR FURRED (ING)

GA GAGE, GAUGE

GC GENERAL CONTRACTOR

GF/GI GOVERNMENT FURNISHED/

GOVERNMENT INSTALLED

GSM GALVANIZED SHEET METAL

GYP GYPSUM

GWB GYPSUM WALL BOARD

HDR HEADER

HC HOLLOW CORE

HM HOLLOW METAL

HOR HORIZONTAL

HRS HOT ROLLED STEEL

HT HEIGHT

HTG HEATING

HVAC HEATING/VENTILATING/

AIR CONDITIONING

IFRM INTUMESCENT FIRE-RESISTIVE

INCL INCLUDE (D), (ING)

ID INSIDE DIAMETER

INSUL INSULATE (D), (ION)

INT INTERIOR

JT JOINT

LAM LAMINATED

LAV LAVATORY

LL LIVE LOAD

MATL MATERIAL

MAX MAXIMUM

MBR MEMBER

MC MECHANICAL CONTRACTOR

MECH MECHANICAL (DWGS, SPECS)

MFR MANUFACTURER

MIN MINIMUM

MISC MISCELLANEOUS

MTD MOUNT (ED), (ING)

MTL METAL

NIC NOT IN CONTRACT

NOM NOMINAL

NRC NOISE REDUCTION COEFFICIENT

NTS NOT TO SCALE

OC ON CENTER (S)

OPNG OPENING

OPP OPPOSITE

OD OUTSIDE DIAMETER

O/ OVER

OFCI OWNER FURNISHED,

CONTRACTOR INSTALLED

OFOI OWNER FURNISHED,

OWNER INSTALLED

P PAINT (ED)

PEFS PREFORMED EXPANDING

FOAM SEALANT

PCF POUNDS PER CUBIC FOOT

PL PROPERTY LINE

PLAM PLASTIC LAMINATE

PLF POUNDS PER LINEAL FOOT

PLY PLYWOOD

PREFIN PRE-FINISHED

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT PRESSURE TREATED

PVC POLYVINYL CHLORIDE

Q TI QUARRY TILE

QTY QUANTITY

RB RUBBER BASE

REF REFERENCE

REINF REINFORCE (D), (ING)

REQD REQUIRED

REV REVISION (S), REVISED

RO ROUGH OPENING

SAM SELF ADHERED MEMBRANE

SC SOLID CORE

SCH SCHEDULE

SCWD SOLID CORE WOOD

SFRM SPRAY-FOAMED FIRE RESISTIVE

SHT SHEET

SIM SIMILAR

SPEC SPECIFICATION (S)

SQ SQUARE

STD STANDARD

STOR STORAGE

STRUCT STRUCTURAL (DWGS, SPECS)

SYS SYSTEM

SV SHEET VINYL

TD TRENCH DRAIN

TEL TELEPHONE

TEMP TEMPERED

T&G TONGUE AND GROOVE

TOW TOP OF WALL

TPO THERMOPLASTIC POLYOLEFIN ROOF

TWIC TRANSPORTATION WORKER

IDENTIFICATION CREDENTIAL

TYP TYPICAL

UNFIN UNFINISHED

UNO UNLESS NOTED OTHERWISE

VB VAPOR BARRIER

VCT VINYL COMPOSITION TILE

VER VERIFY

VERT VERTICAL

VIF VERIFY IN FIELD

WC WATER CLOSET

WD WOOD

WB WOOD BASE

WH WATER HEATER

W/ WITH

W/0 WITHOUT

WWF WELDED WIRE FABRIC

AIRFIELD MAP: Locator

PROJECT ADDRESS

FOR VISUALIZATION PURPOSES ONLY

ABBREVIATIONS

REVISIONS

VICINITY MAP: Locator

PROJECT SUMMARY

SHEET INDEX

1/17/2025 1:34:51 PM

COVER SHEET,

GENERAL

INFORMATION

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© 2025 | ALL RIGHTS RESERVED

U.S. Department of Agriculture (USDA) Animal and Plant Health Inspection Service (APHIS) Plant Protection Quarantine (PPQ) Moore Air Base (MAB) 22675 N. Moorefield Road, Edinburg Texas 78541.

Contract Number: 12639523F0771

U.S. DEPARTMENT OF AGRICULTURE APHIS

MAB Rehabilitate Aircraft Hangar - Edinburg, TX

100% CONSTRUCTION DOCUMENTS

1.17.2025

| Project# USDAAPHIS_MAB | L:\USDAAPHIS_MAB\BIMCAD\Revit

1.17.2025

100% CONSTRUCTION

DOCUMENTS

PROJ# | USDAAPHIS_MAB

DESIGNED BY | MORTENSON

DRAWN BY | MAUNG

REVIEWED BY | SHEEHAN

G001

OWNER

USDA, APHIS, MRPBS, AAMD

250 Marquette Avenue, Suit 410 Minneapolis, MN 55401 - 2329 Email: James.G.Roloff@usda.gov

ARCHITECT/ENGINEER

CUSHING TERRELL

316 W 12th Street, Suit 300 Austin, TX 78701 406.248.7455 Email: JohnSheehan@cushingterrell.com

Interior, Exterior and Structural repairs. Replace exterior window frames, man doors, and exterior metal siding.

Condition the following spaces: break room, offices, locker room, restrooms, and avionics room. Update heating ventilation and air conditioning (HVAC) system.

Update area for building code compliance and ADA requirements. Ensure compliance with USDA space use requirements DR-1630-003. Add fire suppression to the lean-to/shed area of the hangar. Repair and paint the interior surfaces of the exterior wall and structural components. Repair and paint all interior surfaces of the interior roof structure. Add four large air circulating fans with individual controls. Conduct maintenance (bearings and tracks on the main hangar roll doors). Update main area for code compliance and ADA requirements. Add fire suppression and fire pump to the main hangar area.

The hangar was constructed between 1941 and 1943 during WW2 as part of the Army Air Training Command facilities, based on a prototype designated "Demountable Hangar, DH-1" believed to be designed by Del E. Webb construction company for the U.S.

Army Corps of Engineers. The hangar is approximately 22,000 SF with a ceiling height of roughly 30 feet. The existing hangar building represents a unique moment in American history that conveys historical, architectural, and cultural value.

NORTH REF

NORTH REF

GENERAL

G001 COVER SHEET, GENERAL INFORMATION

GC100 LIFE SAFETY PLAN AND CODE SUMMARY

GC101 ENERGY CODE PLAN AND SUMMARY

GC500 ACCESSIBILITY STANDARDS AND DETAILS

GC800 ASSEMBLIES, UL RATING DETAIL

GC801 UL RATING DETAILS

CIVIL

C001 GENERAL NOTES AND LEGEND

C002 CIVIL DEMOLITION PLAN

C101 CIVIL PAVING PLAN

C301 CIVIL UTILITY PLAN

C302 UNDERGROUND STORAGE TANK

C303 FIRE SERVICE PLAN AND PROFILE

C304 FIRE HYDRANT PLAN AND PROFILE

C401 CIVIL DETAILS

STRUCTURAL

S001 STRUCTURAL GENERAL NOTES

S002 STRUCTURAL SPECIAL INSPECTIONS AND

TESTING REQUIREMENTS

S003 STRUCTURAL SCHEDULES

S101 FOUNDATION PLAN

S102 ROOF FRAMING PLAN

S111 ENLARGED PLANS

S201 STRUCTURAL FOUNDATION DETAILS

S211 STRUCTURAL FRAMING DETAILS

S301 ELEVATIONS AND SECTIONS

S302 ELEVATIONS AND SECTIONS

S303 BRACED FRAMES ELEVATIONS AND DETAILS

ARCHITECTURAL

AD101.1 HANGAR FLOOR PHASE 1 DEMOLITION PLAN

AD101.2 HANGAR FLOOR PHASE 2 DEMOLITION PLAN

AD110 DEMOLITION ROOF PLAN

AD201 EXTERIOR DEMOLITION ELEVATION DRAWINGS

A101.1 HANGAR FLOOR PLAN - PHASE 1

A101.2 HANGAR FLOOR PLAN - PHASE 2

A101.3 HANGAR FLOOR PLAN - PHASE 3

A102.1 UPPER HANGAR FLOOR PLAN - PHASE 1

A110 ROOF PLAN

A111.2 REFLECTED CEILING PLAN - PHASE 2

A111.3 REFLECTED CEILING PLAN - PHASE 3

A201 EXTERIOR ELEVATIONS

A301 BUILDING SECTIONS - PHASE 1

A302 BUILDING SECTIONS - PHASE 1, PHASE 2 AND

PHASE 3

A303 WALL SECTIONS AND DETAILS

A304 WALL DETAIL AND ROOF DETAIL

A401 ENLARGED FLOOR PLANS - PHASE 2

A601 DOOR AND WINDOW SCHEDULES AND DETAILS

A602 DOOR AND WINDOW DETAILS

A603 DOOR AND WINDOWS DETAILS

INTERIORS

IN101 FINISH PLANS AND SCHEDULES - PHASE 1

IN102 FINISH PLANS AND SCHEDULES - PHASE 2

IN401 ENLARGED FINISH PLANS AND ELEVATIONS -

PHASE 2

IN402 ENLARGED FINISH PLANS AND ELEVATIONS -

PHASE 2

FIRE PROTECTION

F001 FIRE PROTECTION SITE PLAN, NOTES & DETAILS

F101.2 FIRE PROTECTION PLAN - PHASE 2

F101.3 FIRE PROTECTION PLAN - PHASE 3

F200 FIRE PROTECTION SECTIONS

PLUMBING

P001 PLUMBING SCHEDULES AND LEGENDS

PD100 OVERALL PLUMBING DEMOLITION PLAN - PHASE

P100 OVERALL PLUMBING PLAN - PHASE 2

P101 PLUMBING PLAN - PHASE 3

P200 ENLARGED PLUMBING PLANS - PHASE 2

P400 DETAILS AND ISOMETRICS

MECHANICAL

M001 MECHANICAL SCHEDULES & LEGENDS

MD100.1 MECHANICAL DEMOLITION PLANS - PHASE 1

MD100.2 MECHANICAL DEMOLITION PLANS - PHASE 2

M100.2 HVAC PLANS - PHASE 2

M100.3 HVAC PLANS - PHASE 3

M400 FLOW DIAGRAMS AND DETAILS

M500 DETAILS

ELECTRICAL

E001 LEGENDS, SCHEDULES AND PANELS

ED100 ELECTRICAL DEMOLITION PLAN

E200 OVERALL LIGHTING PLAN

E201 ENLARGED LIGHTING PLANS - PHASE 2

E300 OVERALL POWER PLANS

E301 ENLARGED OFFICE POWER PLANS - PHASE 2

E400 FIRE PUMP ROOM POWER PLAN - PHASE 2

E500 ELECTRICAL DETAILS

E501 ELECTRICAL DETAILS

E600 ONE-LINE DIAGRAM

E601 EQUIPMENT AND LIGHT FIXTURE SCHEDULES

E602 PANEL SCHEDULES

FIRE ALARM

FA001 GENERAL FIRE ALARM SYSTEM INFORMATION

FA002 GENERAL FIRE ALARM SYSTEM INFORMATION

DETAILS

FAD101.1 FIRE ALARM HANGAR DEMOLITION PLAN -

PHASE 1

FA101.2 FIRE ALARM HANGAR FLOOR PLAN - PHASE 2

FA101.3 FIRE ALARM HANGAR FLOOR PLAN - PHASE 3

TX Firm #2217

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GOVERNING CODES:

2021 INTERNATIONAL BUILDING CODE

2021 INTERNATIONAL ENERGY CONSERVATION CODE

2021 INTERNATIONAL EXISTING BUILDING CODE

2021 INTERNATIONAL FIRE CODE

2020 NATIONAL ELECTRIC CODE

2021 INTERNATIONAL MECHANICAL CODE

2021 INTERNATIONAL PLUMBING CODE

2016 ASHRAE 90.1

ARCHITECTURAL BARRIERS ACT ACCESSIBILITY STANDARD (ABAAS) AND 2012 TEXAS ACCESSIBILITY STANDARDS 29 CFR OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION ACT, SECTIONS 1910.22, 1910.28, 1910.29

NFPA 70 NATIONAL ELECTRIC CODE

NFPA 101 LIFE SAFETY CODE

NFPA 409 STANDARD ON AIRCRAFT HANGARS

EXECUTIVE ORDER 13514-FEDERAL LEADERSHIP IN ENVIRONMENTAL, ENERGY AND ECONOMIC PERFORMANCE

2021 INTERNATIONAL BUILDING CODE ANALYSIS (EXCEPT WHERE NOTED OTHERWISE):

OCCUPANCY CLASSIFICATION: S-1 AND B

FACILITY CLASSIFICATION

IBC CHAPTER 3 AND SECTION 412 AIRCRAFT RELATED OCCUPANCIES

1.S1: AIRCRAFT STORAGE HANGAR

TABLE 412.3.6: LESS THAN EQUAL TO 40,000 SF MAX FIRE AREA – TYPE VB = GROUP II

2.B: BUSINESS OFFICE AREA

CONSTRUCTION TYPE / AREA / HEIGHT

1. IBC TYPE V-B

TABLE 504.3 ALLOWABLE BUILDING HEIGHT: 60’, ACTUAL HEIGHT 40' < 60’, OK

TABLE 504.4 ALLOWABLE NUMBER OF STORIES: B:3, S-1:2, ACTUAL STORIES 1 < 2, OK

506.2.2 MIXED OCCUPANCY BUILDINGS:

TABLE 506.2 ALLOWABLE AREA FACTOR

TYPE V-B, S-1 OCCUPANCY, S1 SPRINKLER: BASE ALLOWABLE 36,000 SF

TYPE V-B, B OCCUPANCY, S1 SPRINKLER: BASE ALLOWABLE 36,000 SF

ACTUAL TOTAL AREA 22,000 SF < 36,000

TABLE 508.4 REQUIRED SEPARATION OF OCCUPANCIES

B TO S-1 - NO SEPARATION REQUIRED

FIRE PUMP / RISER ROOM: 1 HOUR PER NFPA 409 SECTION 8.2.9.6.2

412.3.4 HEATING EQUIPMENT. HEATING EQUIPMENT SHALL BE PLACED IN ANOTHER ROOM SEPARATED

BY 2-HOUR FIRE BARRIERS CONSTRUCTED IN ACCORDANCE WITH SECTION 707 OR HORIZONTAL

ASSEMBLIES CONSTRUCTED IN ACCORDANCE WITH SECTION 711, OR BOTH. ENTRANCE SHALL BE

FROM THE OUTSIDE OR BY MEANS OF A VESTIBULE PROVIDING A TWO-DOORWAY SEPARATION.

EXCEPTIONS:

1. UNIT HEATERS AND VENTED INFRARED RADIANT HEATING EQUIPMENT SUSPENDED NOT LESS THAN 10 FEET (3048 MM) ABOVE THE UPPER SURFACE OF WINGS OR ENGINE ENCLOSURES OF THE HIGHEST

AIRCRAFT THAT ARE PERMITTED TO BE HOUSED IN THE HANGAR NEED NOT BE LOCATED IN A

SEPARATE ROOM PROVIDED THAT THEY ARE MOUNTED NOT LESS THAN 8 FEET (2438 MM) ABOVE THE FLOOR IN SHOPS, OFFICES AND OTHER SECTIONS OF THE HANGAR COMMUNICATING WITH STORAGE

OR SERVICE AREAS.

PER NFPA 409 9.1.5 GROUP II AIRCRAFT HANGARS WHERE HAZARDOUS OPERATIONS ARE NOT

PERFORMED, A CLOSED-HEAD AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION 9.2

SHALL BE PERMITTED

TABLE 601 FIRE RESISTIVE CONSTRUCTION REQUIREMENTS

ELEMENT: IBC TYPE V B

PRIMARY STRUCTURAL FRAME (0)

BEARING WALLS (EXT) NR (0)

BEARING WALLS (INT) NR (0)

NONBEARING WALL AND PARTITIONS EXTERIOR – SEE TABLE 705.5 INFORMATION

NONBEARING WALLS AND PARTITIONS INTERIOR (0)

FLOOR CONSTRUCTION (0)

ROOF CONSTRUCTION (0)

TABLE 705.5 FIRE-RESISTANCE RATING REQUIREMENTS FOR EXTERIOR WALLS BASED ON FIRE

SEPARATION DISTANCE

VB AND B

X>30 = 0

412.3.1 (HANGAR) EXTERIOR WALLS LOCATED LESS THAN 30 FEET FROM LOT LINES OR A PUBLIC WAY SHALL HAVE A FIRE-RESISTANCE RATING NOT LESS THAN 2 HOURS. ALL WALLS ARE MORE THAN 30 FEET FROM LOT LINES

OR A PUBLIC WAY.

MAXIMUM AREA OF EXTERIOR WALL OPENINGS BASED ON FIRE SEPARATION DISTANCE AND DEGREE

OF OPENING PROTECTION FROM TABLE 705.8:

20 FEET OR GREATER FOR UNPROTECTED, SPRINKLERED (UP, S) OPENINGS = NO LIMIT

INTERIOR WALL AND CEILING FINISH REQUIREMENTS BY OCCUPANCY FROM TABLE 803.13

FOR GROUP B, SPRINKLERED:

INTERIOR EXIT STAIRWAYS AND RAMPS AND EXIT PASSAGEWAYS = B

CORRIDORS AND ENCLOSURE FOR EXIT ACCESS STAIRWAYS AND RAMPS = C

ROOMS AND ENCLOSED SPACES = C

FOR GROUP S, SPRINKLERED:

INTERIOR EXIT STAIRWAYS AND RAMPS AND EXIT PASSAGEWAYS = C

CORRIDORS AND ENCLOSURE FOR EXIT ACCESS STAIRWAYS AND RAMPS = C

ROOMS AND ENCLOSED SPACES = C

OCCUPANT LOAD AND EXITING

OCCUPANT LOAD IBC TABLE 1004.5

OCCUPANT TYPE ALLOWANCE/OCC SF/ALLOWED OCC LOAD

AIRCRAFT HANGAR 500 SF GROSS 18,015/500 = 36.03 = 37

FIRE PUMP 300 SF GROSS 260/300 = .86 = 1

OFFICE 150 SF GROSS 3490/150 = 23.7 = 24

MINIMUM REQUIRED EGRESS WIDTH FROM SECTION 1005.3.2

OTHER EGRESS COMPONENTS - HANGAR = 37 x 0.2 = 7.4 INCHES REQUIRED, (4) 34" CLEAR OPENINGS =

136" INCHES PROVIDED

OTHER EGRESS COMPONENTS - FIRE PUMP = 1 x 0.2 = 0.2 INCHES REQUIRED, (1) 54" CLEAR OPENING =

54" INCHES PROVIDED

OTHER EGRESS COMPONENTS - OFFICE = 24 x 0.2 = 4.8 INCHES REQUIRED, (2) 34" CLEAR OPENINGS =

68" INCHES PROVIDED

SECTION 1006.2.1 COMMON PATH OF EGRESS TRAVEL

SPRINKLERED, S-1 & B = SHALL NOT EXCEED 100 FEET

MAXIMUM OCCUPANT LOAD OF SPACE FOR ONE EXIT: S = 29: FIRE PUMP ROOM OCCUPANCY LOAD = 1

TABLE 1017.2 EXIT ACCESS TRAVEL DISTANCE

WITH SPRINKLER SYSTEM: S-1 = 250 FEET, B = 300 FEET

EXITS FROM AIRCRAFT STORAGE AREAS SHALL BE PROVIDED AT INTERVALS NOT EXCEEDING 150 FEET ON ALL EXTERIOR

WALLS PER NFPA 101 SECTION 42.6.1.2

WATER CLOSETS:

BUSINESS OCCUPANCY = 25, 1 PER 25 REQUIRED = 13/25 = 0.52 MALES, 13/25 = 0.52 FEMALES

S-1 OCCUPANCY = 37, 1 PER 100 = 19/100 = 0.19 MALES, 19/100 = 0.19 FEMALES

TOTAL = 0.52 + 0.19 = 0.71 = 1 FIXTURE EACH MALE AND FEMALE

PROVIDED: 0 MALES, 0 FEMALES, 2 UNISEX

LAVATORIES:

BUSINESS OCCUPANCY = 25 1 PER 40 = 13/40 = 0.325 MALES, 13/40 = 0.325 FEMALES

S-1 OCCUPANCY = 37 1 PER 100 = 19/100 = 0.19 MALES, 19/100 = 0.19 FEMALES

TOTAL = 0.325 + 0.19 = 0.35 = 1 FIXTURE EACH MALE AND FEMALE

PROVIDED: 0 MALES, 0 FEMALES, 3 UNISEX

DRINKING FOUNTAIN: DEDICATED R/O DRINKING WATER SERVICE AT KITCHEN SINK PROVIDED IN LIEU OF

1 SERVICE SINK REQUIRED

1 SERVICE SINK PROVIDED

CODE REVIEW INFORMATION

88888 SF= ######

ROOM NAME

EXIT PATH

SPACE AREA

OCCUPANCY TAG:

NUMBER OF OCCUPANTS

OCCUPANT LOAD FACTOR

1 HOUR FIRE BARRIER - SEAL PERIMETER AND

PENETRATIONS PER DETAILS ON GC800 AND GC801

SURFACE MOUNTED FIRE EXTINGUISHER - SEE

SPECIFICATIONS FE

NOTE: SEE ELECTRICAL FOR ILLUMINATED EXIT SIGNS.

CODE PLAN LEGEND

ROOM / AREA NAME

ROOM / AREA NUMBER

OCCUPANCY S-1

OCCUPANCY B

120' 14'

14' 50'

66'66'

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256 SF = 1300

FIRE PUMP

17 SF = 1150

COMM

58 SF = 1150

TOILET

120 SF = 1150

TOILET / SHOWER

77 SF = 1150

CORRIDOR

21 SF = 1150

WATER FOUNTAIN

254 SF = 2150

BREAK ROOM

708 SF = 5150

SHOP

8374 SF = 3150

PARTS

221 SF = 2150

AVIONICS

221 SF = 2150

OFFICE

221 SF = 2150

MAINTENANCE SHOP

OFFICE

406 SF = 3150

SQUAD ROOM

208 SF = 1300

TOOLS

210 SF = 1300

ELEC

18487 SF= 37500

HANGAR

H

46 SF = 1150

STORAGE

EXIT DISTANCE PER NFPA 101 SECTION 42.6.1.2 - TYPICAL

FE FE FE

FEFEFE

EXIT ACCESS TRAVEL DISTANCE = 108'-3" EXIT ACCESS TRAVEL DISTANCE = 104'-2"

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REVISIONS

TX Firm #2217

1/17/2025 1:34:55 PM

LIFE SAFETY PLAN

AND CODE SUMMARY

GC100

1.17.2025

© 2025 | ALL RIGHTS RESERVED

100% CONSTRUCTION

DOCUMENTS

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| Project# USDAAPHIS_MAB | L:\USDAAPHIS_MAB\BIMCAD\Revit

PROJ# | USDAAPHIS_MAB

DESIGNED BY | MORTENSON

DRAWN BY | MAUNG

REVIEWED BY | SHEEHAN

NORTH REF

NORTH REF

1/16" = 1'-0"GC100

1 HANGAR FLOOR CODE PLAN

1/16" = 1'-0"GC100

2 EQUIPMENT PLATFORM CODE PLAN

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IECC CODE PLAN LEGEND

UNCONDITIONED SPACE

CONDITIONED SPACE

CODE REVIEW INFORMATION

1.

2.

3.

4.

1.

A.

B.

2.

A.

B.

3.

A.

B.

4.

A.

B.

1.

2.

3.

2021 INTERNATIONAL ENERGY CONSERVATION CODE ANALYSIS

EDINBURG, TEXAS | HIDALGO COUNTY - ZONE 1A

PER TABLE C402.1.2 THE BUILDING ENVELOPE WILL MEET, OR EXCEED, THE BELOW:

ROOF - ATTIC AND OTHER - R-38

METAL FRAMED WALLS - R-13 BATT INSULATION + R-5c.i.

WALLS BELOW GRADE - NR

SLAB ON GRADE FLOOR - NR

PER CHAPTER 402 BUILDING ENVELOPE/FENESTRATION U-FACTOR AND SHGC (SOLAR HEAT GAIN

COEFFICIENT) REQUIREMENTS

U-FACTORS

FIXED FENESTRATION - 0.5 U-FACTOR

OPERABLE FENESTRATION - 0.62 U-FACTOR

SHGC (PF < 0.2)

FIXED FENESTRATION - 0.23

OPERABLE FENESTRATION - 0.21

SHGC (PF 0.2< X < 0.5)

FIXED FENESTRATION - 0.28

OPERABLE FENESTRATION - 0.25

SHGC (PF > 0.5)

FIXED FENESTRATION - 0.37

OPERABLE FENESTRATION - 0.34

MAXIMUM AIR LEAKAGE RATE FOR FENESTRATION ASSEMBLIES

WINDOWS - 0.20 CFM/FT^2

SWINGING DOORS - 0.20 CFM/FT^2

STOREFRONT GLAZING - 0.60 CFM/FT^2

SEE ELECTRICAL DRAWINGS FOR LIGHTING CONTROLS

REVISIONS

TX Firm #2217

1/17/2025 1:34:57 PM

ENERGY CODE PLAN

AND SUMMARY

GC101

1.17.2025

© 2025 | ALL RIGHTS RESERVED

100% CONSTRUCTION

DOCUMENTS

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| Project# USDAAPHIS_MAB | L:\USDAAPHIS_MAB\BIMCAD\Revit

PROJ# | USDAAPHIS_MAB

DESIGNED BY | MORTENSON

DRAWN BY | MAUNG

REVIEWED BY | SHEEHAN

1/16" = 1'-0"GC101

1 HANGAR FLOOR CODE PLAN (IECC)

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SIZE OF CLEARANCE FOR WATER CLOSET CLOSET LOCATION

ACCESSIBLE WATER

CLOSET LOCATION

ACCESSIBLE WATER

AMBULATORY

FOR WATER CLOSET

SWING-UP GRAB BARS

WALL-HUNG WATER CLOSET - ADULT

FLOOR-MOUNTED WATER CLOSET - ADULT

WALL HUNG AND

WHEELCHAIR ACCESSIBLE

WHEELCHAIR ACCESSIBLE COMPARTMENT TOE CLEARANCE

(c)(a) (b)

ELEVATION

ADULT

ELEVATION

CHILDREN

COMPARTMENT DOORS

60" MIN.

6"

9"

6"

6"

60" MIN.

" M

IN

4" 4"

60" MIN.

1534"1534"

18"18"

" M

IN

" M

IN

" M

IN

12" - 18"

16" - 18" 17" - 19"

6"

" M

IN

CL CL

CL

MIN.MIN.

MAX.

M

AX

MIN. M

IN

.M

IN

MIN.

PARTITION

M

IN

MIN.

PARTITION

ADULT

CHILDREN

ALTERNATE

DOOR

LOCATION

ABA and ANSI A117.1 SECTION 604 WATER CLOSETS AND TOILET COMPARTMENTS

1/4" = 1'-0"

(a) FRONT APPROACH (b) POCKET OR HINGE APPROACH

(c) STOP OR LATCH APPROACH(a) FRONT APPROACH (b) SIDE APPROACH

(b) PUSH SIDE(a) PULL SIDE (c) PUSH SIDE, DOOR PROVIDED w/ BOTH

CLOSER AND LATCH

X

8" , M

U

ST

B E

5' -0

X

8" , M

U

ST

B E

1'-6"

X

8"

4' -0

4' -0

3' -6

3' -6

12"

4' -0

24"

22"4' -0

3' -6

M

IN

M

IN

M

IN

MIN.

MIN.

M

IN

M

IN

M

IN

M

IN

MIN.

MIN. M

IN

FO

R

W

AR

D A

PP

R

O

AC

H

FO

R

W

AR

D

AP

PR

O

AC

H

X < 36" X < 36"

MANEUVERING CLEARANCE AT RECESSED DOORS

MANEUVERING CLEARANCE AT DOORWAYS WITHOUT DOORS

MANEUVERING CLEARANCE AT SLIDING AND FOLDING DOORS

(c) FOLDING DOOR(a) HINGED DOOR (b) SLIDING DOOR

(d) DOORWAY

WITHOUT DOORS

32" MIN.

32" MIN. 36" MIN.32" MIN.

TWO DOORS IN A SERIES

5'-0"

1/ 2"

M

AX

D O

O R

4' -0

5' -0

D O

O R

4' -0

5'-0"

5'-0"

D O

O R

M

IN

(a)

MIN.

M

IN

W

ID

TH

MIN.

(b)

M

IN

W

ID

TH

MIN.

(c)

W

ID

TH

THRESHOLD HEIGHT

CLEAR WIDTH OF DOORS

(f) LATCH APPROACH, PULL SIDE

(a) FRONT APPROACH, PULL SIDE

(c) HINGE APPROACH, PULL SIDE

(b) FRONT APPROACH, PUSH SIDE

(e) HINGE APPROACH, PUSH SIDE

(d) HINGE APPROACH, PULL SIDE

(g) LATCH APPROACH, PUSH SIDE

3' -6

" M

IN

24"

1'-0" MIN.*

3' -6

" M

IN

. 22"

3'-0" MIN. 5'

-0

18"

5' -0

4' -0

" M

IN

. 24"

3'-6" MIN. 4'

-6

12"

4' -0

MIN.

M

IN

. MIN.

M

IN

MIN

4' -0

* MIN.

W/LATCH

&CLOSER

* IF BOTH LATCH & CLOSER ARE PROVIDED

" w

/ C

LO

SE

R

**48" MIN. IF BOTH CLOSER & LATCH PROVIDED

* 48" MIN. IF CLOSER IS PROVIDED

MIN.

MANEUVERING CLEARANCE AT MANUAL SWINGING DOORS

ABA and ANSI A117.1 SECTION 404 DOORS AND DOORWAYS

1/4" = 1'-0"

LIMITS OF PROTRUDING OBJECTS

POST MOUNTED PROTRUDING OBJECTS

(a)

(b)

" M

IN

X >12

" M

AX

X >12

X

4" MAX.

4" 4"

4" 4"

4"

0"

4"

OBSTRUCTION

SIGN OR

MAX.MAX.

MAX.MAX.

MAX.MAX.

X

ABA and ANSI A117.1 SECTION 307 PROTRUDING OBJECTS

1/4" = 1'-0"

CLEAR WIDTH OF AN ACCESSIBLE ROUTE

(a) 180 DEGREE TURN (b) 180 DEGREE TURN (Exception)

42" MIN.

X < 48"

42" MIN.

" M

AX

" M

IN

3' -0

2'-0" 4'-0"

36" MIN.36" MIN.

X < 48"

3' -0

2'-0"

MIN. MAX.MAX.

M

IN

M

IN

M

IN

M

IN

* 60"x60" PASSING

SPACE EVERY

200 FEET.

ABA and ANSI A117.1 SECTION 308 REACH RANGES

1/4" = 1'-0"

CLEAR FLOOR SPACE (a) FORWARD APPROACH (b) PARALLEL APPROACH

(a) FORWARD APPROACH IN AN ALCOVE (b) PARALLEL APPROACH IN AN ALCOVE

" X

36"

48"

X

60"

30"

48"

MIN.

M

IN

M

IN

MIN. MIN.

M

IN

M

IN

MIN. MIN.

M

IN

ABA and ANSI A117.1 SECTION 305 CLEAR FLOOR SPACE

1/4" = 1'-0"

>20-25 MAX

(a) OBSTRUCTED(b) OBSTRUCTED

M

IN

M

IN

UNOBSTRUCTED

FORWARD REACH

(b) OBSTRUCTED

UNOBSTRUCTED

SIDE REACH

(a) OBSTRUCTED

MAX.

HIGH FORWARD REACH

HIGH FORWARD REACH HIGH SIDE REACH HIGH SIDE REACH

10" MAX.

" M

AX

" M

AX

" M

AX

10" MAX.

" M

AX

" M

AX

" M

AX

< 10"-24" MAX.

20"

" M

AX

" M

AX

ABA and ANSI A117.1 SECTION 308 REACH RANGES

1/4" = 1'-0"

(a) ELEVATION TOE CLEARANCE (b) PLAN TOE CLEARANCE

(a) ELEVATION KNEE CLEARANCE (b) PLAN KNEE CLEARANCE

11"

9"

8"

25" MAX.

6"

9"

17"-25"

MAX.

M

IN

MIN.

M

IN

M

IN

M

IN

MIN.

ABA and ANSI A117.1 SECTION 306 KNEE AND TOE CLEARANCE

1/4" = 1'-0"

(a) CIRCULAR (b) T-SHAPED

M

IN

M

IN

M

IN

MIN. MIN.MIN.

" M

IN

2' -0

12" 36" 12"

60" MIN.

3' -0

5' -0

ABA and ANSI A117.1 SECTION 304 WHEEL CHAIR TURNING RADIUS

1/4" = 1'-0"

BACK WALL

SE

AT

W

AL

L

C O

N

TR

O L

W

AL

L

CONTROL LOCATION

CONTROL WALL

CL

TAS 608 TRANSFER SHOWER W/ BENCH

1/4" = 1'-0"

INTERNATIONAL SYMBOL OF

ACCESS FOR HEARING LOSS

INTERNATIONAL SYMBOL OF

ACCESSIBILITY

VOLUMN CONTROLLED

TELEPHONE

INTERNATIONAL TTY SYMBOL

TAS 703 TACTILE SIGNS

1/4" = 1'-0"

VERTICAL CHANGES IN LEVEL

M

AX

OPENINGS IN FLOOR SURFACE

PREDOMINANT DIRECTION OF TRAVEL

LONG DIMENSION

PERPENDICULAR TO

DIRECTION OF TRAVEL

1/2"

1/ 4"

ABA and ANSI A117.1 SECTION 303 CHANGES IN LEVEL

1/4" = 1'-0"

REVISIONS

TX Firm #2217

1/17/2025 1:35:01 PM

ACCESSIBILITY

STANDARDS AND

DETAILS

GC500

1.17.2025

© 2025 | ALL RIGHTS RESERVED

100% CONSTRUCTION

DOCUMENTS

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| Project# USDAAPHIS_MAB | L:\USDAAPHIS_MAB\BIMCAD\Revit

PROJ# | USDAAPHIS_MAB

DESIGNED BY | MORTENSON

DRAWN BY | MAUNG

REVIEWED BY | SHEEHAN

1/4" = 1'-0"GC500

1 ACCESSIBILITY DETAILS

R E G

IS

TE

REDARCHITEC

T

STATE OF TE

XA

S

BR

AD

SCALE: 1" = 1'-0"

A.

B.

C.

GENERAL WALL TYPE NOTES:

SEE INTERIOR ELEVATIONS AND FINISH SCHEDULE FOR WALL

FINISHES.

PROVIDE BLOCKING AS REQUIRED TO SECURE WALL HUNG

COMPONENTS.

EXTEND ALL COMPONENTS TO UNDERSIDE OF DECK, UNLESS NOTED

OTHERWISE.

WALL TYPE LEGEND

TYPICAL PARTITION

P1

FURRED WALL ASSEMBLY

F1

WATER STOP / FURRED WALL ASSEMBLY

W1

HEAD

PLAN

SILL

HEAD

PLAN

SILL

HEAD

PLAN

SILL

BOTTOM OF STRUCTURE

CONTINUOUS DEFLECTION

TRACK RUNNER,

ANCHORED 24" O.C.

STEEL STUDS @ 24" O.C.

WITH RUNNER AT TOP

AND BOTTOM

R-5 RIGID INSULATION

ADHERED TO EXISTING

WALL - TAPE ALL SEAMS

R-15 BATT INSULATION

6" TALL X 4" WIDE C.I.P.

CONCRETE SILL

WALL BASE AS

SCHEDULED

EXISTING CORRUGATED

WALL TO REMAIN

6"

4"

STEEL STUDS @ 24" O.C.

WITH RUNNER AT TOP

AND BOTTOM

5/8" GYPSUM BOARD

SOUND INSULATION AND

PERIMETER SEALANT

WALL BASE AS

SCHEDULED

STEEL STUDS @ 24" O.C.

WITH RUNNER AT TOP

AND BOTTOM

5/8" GYPSUM BOARD

SOUND INSULATION AND

PERIMETER SEALANT

WALL BASE AS

SCHEDULED

BOTTOM OF STRUCTURE

CONTINUOUS DEFLECTION

TRACK RUNNER,

ANCHORED 24" O.C.

BOTTOM OF STRUCTURE

CONTINUOUS DEFLECTION

TRACK RUNNER,

ANCHORED 24" O.C.

WATER STOP / INSULATED WALL ASSEMBLY

W2

HEAD

PLAN

SILL

BOTTOM OF STRUCTURE

CONTINUOUS DEFLECTION

TRACK RUNNER,

ANCHORED 24" O.C.

CEILING, AS SCHEDULED

R-15 BATT INSULATION

6" TALL X 4" WIDE C.I.P.

CONCRETE SILL

WALL BASE AS

SCHEDULED6"

4"

PERIMETER ACOUSTICAL

SEALANT

PERIMETER ACOUSTICAL

SEALANT

FURRED WALL ASSEMBLY

F2

HEAD

PLAN

SILL

5/8" GYPSUM BOARD

R-15 BATT INSULATION

WALL BASE AS

SCHEDULED

BOTTOM OF STRUCTURE

CONTINUOUS DEFLECTION

TRACK RUNNER,

ANCHORED 24" O.C.

5/8" TYPE X GYPSUM

BOARD

STEEL STUDS @ 24" O.C.

WITH RUNNER AT TOP

AND BOTTOM

STEEL STUDS @ 24" O.C.

WITH RUNNER AT TOP

AND BOTTOM

5/8" TYPE X GYPSUM

BOARD

PERIMETER ACOUSTICAL

SEALANT

R-5 RIGID INSULATION

ADHERED TO EXISTING

WALL - TAPE ALL SEAMS

R-5 RIGID INSULATION

ADHERED TO EXISTING

WALL - TAPE ALL SEAMS

R-38 BATT INSULATION

CEILING, AS SCHEDULED

PERIMETER ACOUSTICAL

SEALANT

R-38 BATT INSULATION

CEILING, AS SCHEDULED

PERIMETER ACOUSTICAL

SEALANT

R-38 BATT INSULATION

CEILING, AS SCHEDULED

PERIMETER ACOUSTICAL

SEALANT

R-38 BATT INSULATION

CEILING, AS SCHEDULED

R-38 BATT INSULATION

EXISTING CORRUGATED

WALL TO REMAIN

WATER STOP / INSULATED WALL ASSEMBLY - 1 HR RATED

UL DESIGN #U403R1

HEAD

PLAN

SILL

BOTTOM OF STRUCTURE

CONTINUOUS DEFLECTION

TRACK RUNNER,

ANCHORED 24" O.C.

CEILING, AS SCHEDULED

R-15 BATT INSULATION

6" TALL X 4" WIDE C.I.P.

CONCRETE SILL

WALL BASE AS

SCHEDULED6"

4"

PERIMETER ACOUSTICAL

SEALANT

STEEL STUDS @ 24" O.C.

WITH RUNNER AT TOP

AND BOTTOM

5/8" TYPE X GYPSUM

BOARD

PERIMETER ACOUSTICAL

SEALANT

R-5 RIGID INSULATION - TAPE

ALL SEAMS

R-38 BATT INSULATION

FIRE CAULK - SEE 1/GC801

ASSEMBLY TYPE

ASSEMBLY MODIFIER, PER TYPEW##

ASSEMBLY TYPE LEGEND

1.

2.

3.

MODIFIERS:

SUBSTITUTE MOLD-RESISTANT GYPSUM BOARD FOR THE

GYPSUM BOARD ON THE WET SIDE OF WALL.

SUBSTITUTE MOLD-RESISTANT GYPSUM BOARD FOR THE

GYPSUM BOARD ON THE UNCONDITIONED SIDE OF THE WALL.

SUBSTITUTE CEMENTITUOUS BACKER BOARD FOR THE GYPSUM

BOARD ON THE SHOWER SIDE OF THE WALL.

REVISIONS

TX Firm #2217

1/17/2025 1:35:02 PM

ASSEMBLIES, UL

RATING DETAIL

GC800

1.17.2025

© 2025 | ALL RIGHTS RESERVED

100% CONSTRUCTION

DOCUMENTS

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| Project# USDAAPHIS_MAB | L:\USDAAPHIS_MAB\BIMCAD\Revit

PROJ# | USDAAPHIS_MAB

DESIGNED BY | MORTENSON

DRAWN BY | MAUNG

REVIEWED BY | SHEEHAN

R E G

IS

TE

REDARCHITEC

T

STATE OF TE

XA

S

BR

AD

REVISIONS

TX Firm #2217

1/17/2025 1:35:03 PM

UL RATING DETAILS

GC801

1.17.2025

© 2025 | ALL RIGHTS RESERVED

100% CONSTRUCTION

DOCUMENTS

M A

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| Project# USDAAPHIS_MAB | L:\USDAAPHIS_MAB\BIMCAD\Revit

PROJ# | USDAAPHIS_MAB

DESIGNED BY | MORTENSON

DRAWN BY | MAUNG

REVIEWED BY | SHEEHAN

1" = 1'-0"GC801

1 HEAD OF WALL JOINT FOR 1 HR RATED WALLS

1" = 1'-0"GC801

2 METALLIC PIPE PENETRATION FIRESTOPPING

R E G

IS

TE

REDARCHITEC

T

STATE OF TE

XA

S

BR

AD

LEGEND

WATER MAIN

EXISTING PROPOSED

wm WM

FIRE SERVICEF F

ASPHALT

CONCRETE

GRAVEL

LANDSCAPE

LANDSCAPE

DOMESTIC WATER SERVICEWS WS

STORM DRAINst ST

SANITARY SEWERss SS

BURIED POWERbp BP BP

BURIED TELEPHONEbt BT BT

BURIED GASgas GAS GAS

BURIED FIBER OPTICfo FO FO

FENCE - CHAINLINK

X X

FENCE - WOODEN

FENCE - BARBED WIRE

BUILDING

BUILDING ROOF OVERHANG

VEGETATION EXTENTS

PROPERTY LINE - SUBJECT

W

PROPERTY LINE - ADJACENT

CONTROL POINT

FOUND PROPERTY CORNER AS NOTED

FIRE HYDRANT/ CONTROL POINT HYDRANT

WATER VALVE

WATER SHUTOFF

WATER WELL

STORM DRAIN MANHOLE

STORM DRAIN INLET STRUCTURE

STORM DRAIN CURB INLET

SANITARY SEWER MANHOLE

SANITARY SEWER CLEANOUT

UTILITY POLE

GUY WIRE

LIGHT POLE (ONE LIGHT AND DIRECTION)

LIGHT POLE

TRANSFORMER

POWER METER OR POWER HANDHOLE

GAS METER

TELEPHONE PEDESTAL

IRRIGATION CONTROL VALVE

POLE SIGN AND DOUBLE POLE SIGN

BOLLARD (OR AS NOTED)

DECIDUOUS TREE

CONIFEROUS TREE

BUSH

H

Y D

W

D

S

STORM DRAIN CLEANOUT

STORM DRAIN OUTLET STRUCTURE

STORM DRAIN ROOF DOWNSPOUT

VERTICAL CURB

CURB AND GUTTER

CURB AND GUTTER - CATCH

CURB AND GUTTER - SPILL

NOTE: ALL EXISTING LAYERS SUBJECT TO DEMOLITION TO BE SHOWN DARKER THAN INDICATED IN

THIS LEGEND.

EASEMENT

OVERHEAD POWERoh OHP OHP

HEAVY DUTY CONCRETE

REINFORCED CONCRETE

PARKING STALL COUNT#

© | ALL RIGHTS RESERVED

DRAWN BY |

REVISIONS

REVIEWED BY |

DESIGNED BY |

PROJ# |

M A

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100% CONSTRUCTION

DOCUMENTS

01.17.2025

USDAAPHIS_MAB

Know what'sbelow.

Callbefore you dig.

TX Firm #2217

ST

ATE OF TEXAS

PROFESS I ONA L ENG I N

EE

R

IAN C. GRAHAM

150753

L I CENS ED

1/17/2025

1/17/2025 1:11 PM | L:\USDAAPHIS_MAB\BIMCAD\Civil\Sheets\USDAAPHIS_MAB_C001.dwg C001

GENERAL NOTES

AND LEGEND

MAHONEY

AUBE

ABBREVIATIONS

@ AT

AB ABANDONED

AHJ AUTHORITIES HAVING JURISDICTION

APPROX APPROXIMATE

ASCE AMERICAN SOCIETY OF CIVIL ENGINEERS

ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS

AWWA AMERICAN WATER WORKS ASSOCIATION

BC BACK OF CURB

BCR BACK OF CURB RADIUS

BM BENCHMARK

BOT BOTTOM

BP BURIED POWER

BT BURIED TELEPHONE

BW BOTTOM OF WALL

C&G CURB & GUTTER

CATV, TV CABLE TELEVISION

CI CAST IRON

CIPP CURED IN PLACE PIPE

℄, CL CENTERLINE

CMP CORRUGATED METAL PIPE

CO CLEANOUT

D, DIA DIAMETER

DG DECOMPOSED GRANITE

DI DUCTILE IRON

DIP DUCTILE IRON PIPE

DOM DOMESTIC WATER

DW DRIVEWAY

DWG DRAWING

EG EXISTING GRADE

ELEC, E ELECTRIC

EL, ELEV ELEVATION

EOP, EP EDGE OF PAVEMENT

ESCP EROSION AND SEDIMENT CONTROL PLAN

EX EXISTING

FC FACE OF CURB

FG FINISHED GRADE

FH, HYD FIRE HYDRANT

FL FLOW LINE

FRP FIBER-REINFORCED PLASTIC

FT FOOT, FEET

G GAS

GM GAS METER

GV GAS VALVE

GW GUY WIRE

HP HIGH PRESSURE

IE INVERT ELEVATION

INT INTERSECTION

IRR IRRIGATION

L LENGTH

LF LINEAL FOOT, LINEAR FEET

LS LANDSCAPING

LT LEFT

MEG MATCH EXISTING GRADE

MH MANHOLE

MS4 MUNICIPAL SEPARATE STORM SEWER SYSTEM

MTR METER

MUTCD MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES

NPT NATIONAL PIPE TAPERED

NSF NATIONAL SANITATION FOUNDATION

NTS NOT TO SCALE

OC ON CENTER

OH, OHP OVERHEAD, OVERHEAD POWER

OHU OVERHEAD UTILITIES

OSHA OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION

PB PULL BOX

PC POINT OF CURVATURE

PIP PROTECT IN PLACE

⅊, PL PROPERTY LINE

PP POWER POLE

PRC POINT OF REVERSE CURVE

PT POINT OF TANGENCY

PVC POLYVINYL CHLORIDE PIPE

RCP REINFORCED CONCRETE PIPE

RIM RIM OF MANHOLE LID OR GRATE

ROW RIGHT OF WAY

SDR STANDARD DIMENSION RATIO

SF SQUARE FOOT, SQUARE FEET

SP SPECIAL PROVISIONS

SS SANITARY SEWER

SSMH SANITARY SEWER MANHOLE

ST STORM DRAIN

STA STATION

STCB STORM CATCH BASIN

STCI STORM CURB INLET

STD STANDARD

STMH STORM MANHOLE

STYD STORM YARD DRAIN

SW SIDEWALK

SWPPP STORMWATER POLLUTION PREVENTION PLAN

SY SQUARE YARD

T, TEL TELEPHONE

TA TOP OF ASPHALT

TBC TOP BACK OF CURB

TC TOP OF CONCRETE

TEMP TEMPORARY

TRANS TRANSITION

TW TOP OF WALL

TYP TYPICAL

VCP VITRIFIED CLAY PIPE

WM WATER MAIN

WV WATER VALVE

W/ WITH

Δ DELTA

GENERAL NOTES

1. ALL WORK, MATERIALS AND DETAILS PERTAINING TO CONSTRUCTION SHALL BE IN

COMPLETE ACCORDANCE WITH THE TEXAS DEPARTMENT OF TRANSPORTATION (TXDOT),

PROJECT SPECIFICATIONS, AND ALL OTHER GOVERNING AGENCIES' STANDARDS. REFER TO

THE PROJECT SPECIFICATIONS FOR COMPLETE WORK COVERAGE.

2. CONTRACTOR SHALL BE RESPONSIBLE FOR STORM WATER QUALITY DURING

CONSTRUCTION. CONTRACTOR SHALL OBTAIN AND COMPLY WITH ALL CURRENT

REQUIREMENTS OF THE NATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM (NPDES),

AND LOCAL MS4 REQUIREMENTS WHERE APPLICABLE. THE CONTRACTOR IS RESPONSIBLE

FOR THE PREPARATION AND MAINTENANCE OF A STORMWATER POLLUTION PREVENTION

PLAN (SWPPP) THROUGHOUT THE DURATION OF THE PROJECT.

3. THE CONTRACTOR SHALL PROTECT ADJACENT PROPERTIES, PUBLIC AND PRIVATE, AT ALL

TIMES DURING CONSTRUCTION.

4. THE CONTRACTOR SHALL CONTROL DUST IN ACCORDANCE WITH REGULATIONS OF LOCAL

AIR POLLUTION CONTROL AUTHORITY.

5. CONTRACTOR TO PROTECT ALL EXISTING UTILITIES, SIGNS AND EXISTING STRUCTURES.

THE CONTRACTOR IS RESPONSIBLE TO REPAIR BACK TO ORIGINAL OR BETTER CONDITION IF

DAMAGE HAS OCCURRED DURING CONSTRUCTION.

6. CONTRACTOR SHALL REVIEW EXISTING CONDITIONS AND COORDINATE WITH OWNER,

TXDOT AND ENGINEER / ARCHITECT PRIOR TO DEMOLITION ACTIVITIES.

7. TRAFFIC, BOTH VEHICULAR AND PEDESTRIAN SHALL BE PROTECTED BY EFFECTIVE

BARRICADES AND SIGNS IN ACCORDANCE WITH MUTCD GUIDANCE. EFFECTIVE LIGHTING OF

OBSTRUCTIONS SHALL BE PROVIDED AT NIGHT.

8. CONTRACTOR WILL SECURE ALL NECESSARY UTILITY PERMITS REQUIRED FOR THE

COMPLETION OF THE PROJECT. CONTRACTOR SHALL PERFORM ALL WORK IN STRICT

ACCORDANCE WITH PERMIT REQUIREMENTS.

9. UNLESS OTHERWISE INDICATED, ALL CONSTRUCTION STAKING SHALL BE PERFORMED

UNDER THE RESPONSIBLE CHARGE OF A TEXAS LICENSED LAND SURVEYOR.

10.THE CONTRACTOR SHALL MAINTAIN ONE COMPLETE SET OF APPROVED DRAWINGS ON THE

CONSTRUCTION SITE AT ALL TIMES. ANY APPROVED DEVIATIONS IN CONSTRUCTION FROM

THE APPROVED DRAWINGS SHALL BE NOTED ON THIS SET. THE LOCATION AND DEPTH OF

ALL UTILITIES ENCOUNTERED SHALL BE RECORDED AND KEPT UP TO DATE AT ALL TIMES

AND AVAILABLE FOR INSPECTION BY THE OWNER'S REPRESENTATIVE UPON REQUEST.

FAILURE TO COMPLY MAY RESULT IN DELAY IN PAYMENT AND/OR FINAL ACCEPTANCE OF

THE PROJECT.

11.UPON COMPLETION OF CONSTRUCTION, THE CONTRACTOR SHALL SUBMIT A CLEAN SET OF

FIELD DRAWINGS CONTAINING ALL AS-BUILT INFORMATION TO THE ENGINEER. (Only if required in contract with owner)

12.IF WITHIN ONE YEAR OF THE FINAL ACCEPTANCE BY THE OWNER, ANY WORK IS FOUND TO

BE DEFECTIVE OR NOT IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AND/OR

DRAWINGS, AND UPON WRITTEN NOTICE FROM THE ENGINEER OR OWNER, THE

CONTRACTOR SHALL CORRECT ANY WORK BEGINNING WITHIN SEVEN (7) CALENDAR DAYS

OF RECEIPT OF NOTICE. SHOULD THE CONTRACTOR FAIL TO RESPOND TO THE WRITTEN

NOTICE, THE OWNER MAY CORRECT THE WORK AT THE CONTRACTOR'S EXPENSE.

13.THE CONTRACTOR SHALL BE RESPONSIBLE FOR IMPORTING AND/OR EXPORTING ALL

MATERIAL AS REQUIRED TO PROPERLY GRADE THIS SITE TO THE FINISHED ELEVATIONS

SHOWN HEREON AS WELL AS THE LEGAL DISPOSAL OF WASTE IN ACCORDANCE WITH THE

APPROVED PLANS AND SPECIFICATIONS.

14.CONTRACTOR IS RESPONSIBLE TO COORDINATE ALL SITE WORK WITH ALL OTHER TRADES.

15.SAFETY - NEITHER THE OWNER NOR THE ENGINEER WILL BE RESPONSIBLE FOR

COMPLIANCE WITH SAFETY MEASURES OR REGULATIONS. THE CONTRACTOR SHALL

DESIGN, CONSTRUCT, AND MAINTAIN ALL SAFETY DEVICES, AND SHALL BE SOLELY

RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH

STANDARDS, LAWS, AND REGULATIONS.

16. ANY BURNING ON SITE SHALL BE SUBJECT TO LOCAL ORDINANCES.

17.THE CONTRACTOR IS RESPONSIBLE TO CALL 1-800-424-5555 (OR 811) AT LEAST 5 WORKING

DAYS PRIOR TO ANY EARTH DISTURBING ACTIVITIES OR UTILITY EXCAVATIONS.

SHOP AND FABRICATION NOTES

1. THE CONTRACTOR SHALL PREPARE AND SUBMIT FABRICATION DRAWINGS, DESIGN MIX

INFORMATION, MATERIAL TESTING COMPLIANCE DATA, AND ANY OTHER PERTINENT DATA TO

THE ENGINEER FOR REVIEW AND APPROVAL PRIOR TO PLACEMENT OF MATERIALS.

FOLLOWING REVIEW, THE CONTRACTOR SHALL RESUBMIT COPIES OF ANY DRAWINGS

WHICH REQUIRE REVISION OR CORRECTIONS.

2. ANY REVIEW BY THE ENGINEER WILL NOT RELIEVE THE CONTRACTOR FOR RESPONSIBILITY

FOR ERRORS OR OMISSIONS, OR SCHEDULE REQUIREMENTS. THE CONTRACTOR SHALL

REMAIN SOLELY RESPONSIBLE FOR FULL AND COMPLETE PERFORMANCE IN ACCORDANCE

WITH THE TERMS, CONDITIONS, PROVISIONS, DRAWINGS, AND SPECIFICATIONS.

ACCESS NOTES

1. CONTRACTOR SHALL COORDINATE ACCESS, STAGING AND STOCKPILE LOCATIONS WITH

OWNER.

2. CONTRACTOR SHALL RESTORE DISTURBED AREAS TO PRE-CONSTRUCTION OR BETTER

CONDITIONS.

EXISTING UTILITY NOTES

1. EXISTING UNDERGROUND INSTALLATIONS AND PUBLIC UTILITIES SHOWN ARE INDICATED

ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER AND DEPICTED ON

THESE PLANS TO A LEVEL OF QUALITY IN ACCORDANCE WITH ASCE 38-02.

2. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR LOCATING AND VERIFYING

MATERIAL TYPES OF ALL EXISTING UTILITY INSTALLATIONS ABOVE AND BELOW GROUND IN

ADVANCE OF THE PROJECT BY CONTACTING THEIR RESPECTIVE OWNERS. ALL COSTS

RELATED TO LOCATING EXISTING UTILITIES ARE INCIDENTAL AND SHALL NOT BE PAID

SEPARATELY. NOT ALL UTILITIES ARE IDENTIFIED ON THE PLANS. NOTIFY ENGINEER OF

POTENTIAL CONFLICTS.

3. THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND TXDOT A MINIMUM OF 5 BUSINESS

DAYS PRIOR TO THE START OF CONSTRUCTION.

NOTE:

TIMING OF THIS PROJECT IS UNCERTAIN IN RELATION TO PREVIOUSLY

DESIGNED STORM AND UTILITIES MASTERPLAN BY STANLEY CONSULTANTS.

N M

O O

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EF

IE

LD

R O

A D

C001 NOT TO SCALE

VICINITY MAP

NORTH

PROJECT

LOCATION

CIVIL SHEET INDEX

C001 GENERAL NOTES AND LEGEND

C002 CIVIL DEMOLITION PLAN

C101 CIVIL PAVING PLAN

C301 CIVIL UTILITY PLAN

C302 UNDERGROUND STORAGE TANK

C303 FIRE SERVICE PLAN AND PROFILE

C304 FIRE HYDRANT PLAN AND PROFILE

C401 CIVIL DETAILS

oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh w m oh oh

6203/C-2 M

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© | ALL RIGHTS RESERVED

DRAWN BY |

REVISIONS

REVIEWED BY |

DESIGNED BY |

PROJ# |

M A

B R eh ab ili ta te A irc ra ft H an ga r - E di nb ur g, T X

U .S

. D

EP

AR

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EN

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AG

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AP

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IS

100% CONSTRUCTION

DOCUMENTS

01.17.2025

USDAAPHIS_MAB

Know what'sbelow.

Callbefore you dig.

TX Firm #2217

ST

ATE OF TEXAS

PROFESS I ONA L ENG I N

EE

R

IAN C. GRAHAM

150753

L I CENS ED

1/17/2025

1/17/2025 1:11 PM | L:\USDAAPHIS_MAB\BIMCAD\Civil\Sheets\USDAAPHIS_MAB_C002.dwg C002

CIVIL DEMOLITION

PLAN

MAHONEY

AUBE

C002

CIVIL DEMOLITION PLAN

PROJECT CONDITIONS

1. STRUCTURES TO BE DEMOLISHED WILL BE DISCONTINUED IN USE AND VACATED PRIOR TO

THE START OF WORK.

2. THE OWNER ASSUMES NO RESPONSIBILITY FOR CONDITION OF STRUCTURES TO BE

DEMOLISHED.

3. CONDITIONS EXISTING AT TIME OF INSPECTION FOR BIDDING PURPOSES WILL BE

MAINTAINED BY OWNER AS PRACTICABLE. VARIATIONS WITHIN STRUCTURES MAY OCCUR

BY OWNER'S REMOVAL AND SALVAGE OPERATIONS PRIOR TO START OF DEMOLITION WORK.

4. UNLESS OTHERWISE INDICATED IN CONTRACT DOCUMENTS OR SPECIFIED BY THE OWNER,

ITEMS OF SALVAGEABLE VALUE TO CONTRACTOR SHALL BE REMOVED FROM SITE AND

STRUCTURES. STORAGE OR SALE OF REMOVED ITEMS ON SITE WILL NOT BE PERMITTED

AND SHALL NOT INTERFERE WITH OTHER WORK SPECIFIED IN CONTRACT DOCUMENTS.

5. EXPLOSIVES SHALL NOT BE BROUGHT TO SITE OR USED WITHOUT WRITTEN CONSENT OF

AUTHORITIES HAVING JURISDICTION. SUCH WRITTEN CONSENT WILL NOT RELIEVE

CONTRACTOR OF TOTAL RESPONSIBILITY FOR INJURY TO PERSONS OR FOR DAMAGE TO

PROPERTY DUE TO BLASTING OPERATIONS, PERFORMANCE OF REQUIRED BLASTING SHALL

COMPLY WITH GOVERNING REGULATIONS.

SITE PREPARATION

1. PROVIDE, ERECT, AND MAINTAIN EROSION CONTROL DEVICES, TEMPORARY BARRIERS, AND

SECURITY DEVICES PRIOR TO THE START OF DEMOLITION.

2. PROTECT EXISTING LANDSCAPING MATERIALS, APPURTENANCES, AND STRUCTURES WHICH

ARE NOT TO BE DEMOLISHED. REPAIR DAMAGE CAUSED BY DEMOLITION OPERATIONS AT

NO COST TO OWNER.

3. THE CONTRACTOR IS RESPONSIBLE TO PREVENT MOVEMENT OR SETTLEMENT OF

ADJACENT STRUCTURES. PROVIDE BRACING AND SHORING AS NEEDED.

4. MARK LOCATION OF UTILITIES. PROTECT AND MAINTAIN IN SAFE AND OPERABLE CONDITION UTILITIES THAT ARE TO REMAIN. PREVENT INTERRUPTION OF EXISTING UTILITY SERVICE TO

OCCUPIED OR USED FACILITIES, EXCEPT WHEN AUTHORIZED IN WRITING BY AUTHORITIES

HAVING JURISDICTION. PROVIDE TEMPORARY SERVICES DURING INTERRUPTIONS TO

EXISTING UTILITIES AS ACCEPTABLE TO GOVERNING AUTHORITIES AND OWNER.

5. THE CONTRACTOR IS RESPONSIBLE TO CALL 1-800-424-5555 (OR 811) AT LEAST 5 WORKING

DAYS PRIOR TO ANY DEMOLITION ACTIVITIES.

DEMOLITION NOTES

1. THE CONTRACTOR IS RESPONSIBLE FOR PROTECTION OF ALL PROPERTY CORNERS AND

PINS.

2. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRS OF DAMAGE TO ANY EXISTING

IMPROVEMENTS DURING CONSTRUCTION, SUCH AS, BUT NOT LIMITED TO, DRAINAGE,

UTILITIES, PAVEMENT, STRIPING, CURB, ETC. REPAIRS SHALL BE EQUAL TO OR BETTER

THAN EXISTING CONDITIONS

3. ALL WORK ON THIS PLAN SHALL BE DONE IN STRICT ACCORDANCE WITH THE PROJECT

SPECIFICATIONS.

4. THE CONTRACTOR SHALL COMPLY TO THE FULLEST EXTENT WITH THE LATEST STANDARDS

OF OSHA DIRECTIVES OR ANY OTHER AGENCY HAVING JURISDICTION FOR EXCAVATION AND

TRENCHING PROCEDURE. CONTRACTOR SHALL USE SUPPORT SYSTEMS, SLOPING,

BENCHING, AND OTHER MEANS OF PROTECTION. THIS IS TO INCLUDE, BUT NOT LIMITED,

FOR ACCESS AND EGRESS FROM ALL EXCAVATION AND TRENCHING. CONTRACTOR IS

RESPONSIBLE TO COMPLY WITH PERFORMANCE CRITERIA FOR OSHA.

5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING THE PUBLIC DURING

DEMOLITION, WHICH INCLUDES BUT IS NOT LIMITED TO CONSTRUCTION FENCING,

BARRICADES, SIGNAGE, ETC.

6. THE CONTRACTOR SHALL COORDINATE WITH THE PROJECT OWNER AS TO SPECIFIC DETAILS

REGARDING REMOVAL OF EXISTING BUILDINGS, CONTENTS AND ASSOCIATED

APPURTENANCES.

7. THE CONTRACTOR IS RESPONSIBLE TO INSPECT THE SITE PRIOR TO BIDDING AND INCLUDE

IN THE BID ANY AND ALL ITEMS TO BE REMOVED, DEMOLISHED, OR MAINTAINED AS

NECESSARY FOR THE CONSTRUCTION OF THIS PROJECT WHETHER THEY ARE SHOWN ON

THIS PLAN OR NOT.

8. ALL MATERIAL GENERATED FROM DEMOLITION ACTIVITIES SHALL BE DISPOSED OF OFF-SITE

AT THE CONTRACTORS EXPENSE UNLESS OTHERWISE INDICATED BY THE OWNER. AN

APPROPRIATE DUMP SITE SHALL BE NOMINATED BY THE CONTRACTOR PRIOR TO THE START

OF CONSTRUCTION.

9. THE CONTRACTOR SHALL VERIFY LOCATIONS AND MATERIAL TYPES OF ALL UTILITIES PRIOR

TO THE START OF DEMOLITION.

10.PROVIDE POSITIVE DRAINAGE AT ALL TIMES WITHIN THE CONSTRUCTION AREA. DO NOT

ALLOW WATER TO POND IN EXCAVATION AREAS, AND MAINTAIN ALL EXISTING DRAINAGE

PATTERNS.

11.TRAFFIC, BOTH VEHICULAR AND PEDESTRIAN SHALL BE PROTECTED BY EFFECTIVE

BARRICADES AND SIGNS IN ACCORDANCE WITH MUTCD GUIDANCE AND AS REQUIRED BY

THE JURISDICTION HAVING AUTHORITY. EFFECTIVE LIGHTING OF OBSTRUCTIONS SHALL BE

PROVIDED AT NIGHT.

12.PROTECTION OF PROPERTY - THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE

PROTECTION OF PUBLIC AND PRIVATE PROPERTY ADJACENT TO HIS WORK, AND SHALL

EXERCISE DUE CAUTION TO AVOID DAMAGE TO SUCH PROPERTY. THE CONTRACTOR SHALL

REPLACE OR REPAIR TO THEIR ORIGINAL CONDITION, ALL IMPROVEMENTS WITHIN OR

ADJACENT TO THE WORK AREA WHICH ARE NOT DESIGNATED FOR REMOVAL, AND WHICH

ARE DAMAGED OR REMOVED AS A RESULT OF OPERATIONS.

0 10 20 40

SCALE: 1" = 20'

NORTH

KEY NOTES#

1. EXISTING 10" WATER LINE TO REMAIN.

2. EXISTING FIRE HYDRANT TO REMAIN.

3. SAWCUT, REMOVE, AND DISPOSE OF EXISTING CONCRETE FOR

INSTALLATION OF NEW.

4. EXISTING SANITARY SEWER MANHOLE TO REMAIN.

5. EXISTING OVERHEAD POWER POLE TO REMAIN.

6. REMOVE AND DISPOSE OF EXISTING DOMESTIC WATERLINE TO ALLOW

FOR TANK INSTALLATION.

7. EXISTING ROADWAY TO REMAIN.

8. EXISTING ASPHALT PARKING LOT TO REMAIN.

9. REMOVE AND DISPOSE OF EXISTING ASPHALT.

10. EXISTING DRAINAGE SWALE TO REMAIN.

11. EXISTING OVERHEAD POWER LINE TO REMAIN.

12. REMOVE AND DISPOSE OF EXISTING TREE TO 1' BELOW FINISHED

GRADE.

13. EXISTING WATER METER TO REMAIN.

14. EXISTING DOMESTIC WATER SUPPLY LINE TO REMAIN.

15. EXISTING TELEPHONE PEDESTAL TO REMAIN.

16. EXISTING TREE TO REMAIN.

6203/C-2

M

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92.40 © | ALL RIGHTS RESERVED

DRAWN BY |

REVISIONS

REVIEWED BY |

DESIGNED BY |

PROJ# |

M A

B R eh ab ili ta te A irc ra ft H an ga r - E di nb ur g, T X

U .S

. D

EP

AR

TM

EN

T

O F

AG

R

IC

U

LT

U

R E

AP

H

IS

100% CONSTRUCTION

DOCUMENTS

01.17.2025

USDAAPHIS_MAB

Know what'sbelow.

Callbefore you dig.

TX Firm #2217

ST

ATE OF TEXAS

PROFESS I ONA L ENG I N

EE

R

IAN C. GRAHAM

150753

L I CENS ED

1/17/2025

1/17/2025 1:11 PM | L:\USDAAPHIS_MAB\BIMCAD\Civil\Sheets\USDAAPHIS_MAB_C101.dwg C101

CIVIL PAVING

PLAN

MAHONEY

- AUBE

C101

CIVIL PAVING PLAN

0 10 20 40

SCALE: 1" = 20'

NORTH

CONSTRUCTION NOTES

1. THE CONTRACTOR SHALL REFER TO BUILDING PLANS FOR LOCATION AND DIMENSIONS OF

SLOPED PAVING, EXIT PORCHES, TRUCK DOCKS, BUILDING DIMENSIONS, BUILDING

ENTRANCE LOCATIONS, TOTAL NUMBER, LOCATIONS AND SIZES OF ROOF DOWNSPOUTS.

2. ALL TRAFFIC CONTROL SIGNS SHALL BE FABRICATED AS SHOWN IN THE NATIONAL MANUAL

ON UNIFORM CONTROL DEVICES FOR STREETS AND HIGHWAYS EXCEPT AS NOTED ON THE

PLANS.

3. ALL CURB RADII SHOWN ARE TO FACE OF CURB.

4. ALL PAVING DIMENSIONS ARE TO FACE OF CURB, WHERE APPLICABLE, UNLESS OTHERWISE

NOTED.

5. ALL COORDINATES SHOWN ARE TO FACE OF CURB OR OUTSIDE OF WALL.

6. THE CONTRACTOR SHALL MATCH EXISTING PAVEMENT IN GRADE AND ALIGNMENT.

7. THE CONTRACTOR SHALL MATCH EXISTING CURB AND GUTTER IN GRADE, SIZE, TYPE AND

ALIGNMENT AT ADJACENT ROADWAYS, UNLESS OTHERWISE NOTED.

8. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRS OF DAMAGE TO ANY EXISTING

IMPROVEMENTS DURING CONSTRUCTION, SUCH AS, BUT NOT LIMITED TO, DRAINAGE,

UTILITIES, PAVEMENT, STRIPING, CURB, ETC. REPAIRS SHALL BE EQUAL TO OR BETTER THAN

EXISTING CONDITIONS.

9. ALL WORK ON THIS PLAN SHALL BE DONE IN STRICT ACCORDANCE WITH THE PROJECT

SPECIFICATIONS.

PAVING NOTES

1. PAVEMENT SHALL BE PLACED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS.

2. PAVEMENT SECTION RECOMMENDATIONS WERE TAKEN FROM THE GEOTECHNICAL REPORT.

KEY NOTES#

1. EXISTING ASPHALT ROADWAY TO REMAIN.

2. EXISTING ASPHALT PARKING LOT TO REMAIN.

3. EXISTING DRAINAGE SWALE TO REMAIN.

4. NEW DRIVEWAY ASPHALT PER DETAIL 1/C401.

5. NEW ROADWAY ASPHALT PER DETAIL 1/C401.

6. CONCRETE STOOP PER DETAIL 5/C401.

7. 6" BOLLARDS SET AT 3' FROM HYDRANT PER DETAIL 6/C401.

8. TRENCH DRAIN PER DETAIL 7/C401.

9. RIPRAP EROSION PROTECTION PER DETAIL 8/C401.

10. 15" Ø CMP STORM DRAIN PIPE WITH END SECTIONS.

HIGH POINT IN TRENCH DRAIN

8"/FT SLOPE10

8"/FT SLOPE 10

SWALE FILL. ONGOING

PROJECT BY OTHERS

SWALE FILL. ONGOING

PROJECT BY OTHERS

NEW PARKING ACCESS.

ONGOING PROJECT BY

OTHERS.

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6203/C-2 M

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© | ALL RIGHTS RESERVED

DRAWN BY |

REVISIONS

REVIEWED BY |

DESIGNED BY |

PROJ# |

M A

B R eh ab ili ta te A irc ra ft H an ga r - E di nb ur g, T X

U .S

. D

EP

AR

TM

EN

T

O F

AG

R

IC

U

LT

U

R E

AP

H

IS

100% CONSTRUCTION

DOCUMENTS

01.17.2025

USDAAPHIS_MAB

Know what'sbelow.

Callbefore you dig.

TX Firm #2217

ST

ATE OF TEXAS

PROFESS I ONA L ENG I N

EE

R

IAN C. GRAHAM

150753

L I CENS ED

1/17/2025

1/17/2025 1:12 PM | L:\USDAAPHIS_MAB\BIMCAD\Civil\Sheets\USDAAPHIS_MAB_C301.dwg C301

CIVIL UTILITY

PLAN

MAHONEY

- AUBE

C301

UTILITY PLAN

0 10 20 40

SCALE: 1" = 20'

NORTH

WATER NOTES

1. UNLESS OTHERWISE NOTED, ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE

CURRENT TXDOT AND AWWA STANDARDS.

2. UNLESS OTHERWISE SPECIFIED, WATER LINES SHALL BE PVC C900 IN CONFORMANCE WITH

AWWA C900. ALL SERVICES AND CONNECTIONS SHALL BE DUCTILE IRON WITH A PRESSURE

RATING OF 200 PSI AND CONFORM TO THE TXDOT AND AWWA STANDARDS.

3. THE CONTRACTOR SHALL SUPPLY ALL NECESSARY FITTINGS, COUPLING, AND SPOOL

PIECES FOR CONNECTING NEW UTILITIES TO EXISTING UTILITIES. THESE PLANS MAY NOT

SHOW ALL REQUIRED COMPONENTS FOR MAKING THE CONNECTIONS.

4. THE MINIMUM DEPTH OF BURY TO THE TOP OF PIPE FOR WATER LINES IS 3.0 FT. WHERE AT

LEAST 3.0 FT OF COVER CANNOT BE MAINTAINED, INSTALL RIGID INSULATION BOARD ABOVE

PIPING AS INDICATED ON PLANS.

5. THE CONTRACTOR MUST ENSURE THAT A MINIMUM OF 10 FEET (OUTSIDE PIPE WALL TO

OUTSIDE PIPE WALL) OF CLEARANCE IS MAINTAINED ON THE HORIZONTAL PLANE BETWEEN

ALL WATER AND SEWER MAINS. ADDITIONALLY, THE CONTRACTOR MUST ALSO ENSURE

THAT 18 INCHES OF VERTICAL CLEARANCE IS MAINTAINED BETWEEN WATER AND SEWER

MAINS THAT CROSS. IMMEDIATELY NOTIFY ENGINEER OF CONFLICTS.

6. LOCATIONS OF FITTINGS, BENDS, VALVES, AND OTHER APPURTENANCE ARE APPROXIMATE.

PROVIDE ADEQUATE SPACING BETWEEN FIXTURES TO MAINTAIN PIPE INTEGRITY. PROVIDE

AS BUILT LOCATIONS FOR ALL FIXTURES.

7. ANY EXISTING OR NEW VALVES THAT CONTROL THE WATER SUPPLIER WATER SUPPLY

SHALL BE OPERATED BY CITY PERSONNEL ONLY.

8. PRESSURE TEST AND DISINFECT ALL WATER LINES IN ACCORDANCE WITH THE TXDOT AND

AWWA STANDARDS AND ALL OTHER GOVERNING AGENCIES' STANDARDS.

9. ALL FITTINGS SHALL BE MECHANICAL JOINT WITH CONCRETE THRUST BLOCKS MEETING

TXDOT AND AWWA STANDARDS AND ALL OTHER GOVERNING AGENCIES' STANDARDS.

10. ALL DUCTILE IRON FITTINGS TO BE WRAPPED IN POLYWRAP.

SEWER NOTES

1. UNLESS OTHERWISE NOTED, ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE

TXDOT AND USDA STANDARDS.

2. UNLESS OTHERWISE SPECIFIED, SANITARY SEWER PIPE SHALL BE PVC IN CONFORMANCE

WITH ASTM D-3034, SDR 26. ALL SERVICES AND CONNECTIONS SHALL CONFORM TO THE

TXDOT AND USDA STANDARDS.

3. CONTRACTOR SHALL SUPPLY ALL MATERIALS, EQUIPMENT AND FACILITIES REQUIRED FOR

TESTING ALL UTILITY PIPES IN ACCORDANCE WITH TXDOT AND USDA STANDARDS. COST OF

ALL TESTING SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.

4. SANITARY SEWER PIPE AND MANHOLES SHALL BE TESTED FOR LEAKAGE PER CURRENT

TXDOT AND USDA STANDARDS.

5. AT THE DISCRETION OF THE ENGINEER, THE CONTRACTOR SHALL CONDUCT DEFLECTION

TESTING OF SANITARY SEWER PIPES BY PULLING AN APPROVED MANDREL THROUGH THE

COMPLETED PIPE LINE FOLLOWING TRENCH COMPACTION. THE DIAMETER OF THE MANDREL

SHALL BE 95% OF THE DESIGNED PIPE DIAMETER. TESTING SHALL BE CONDUCTED NO MORE

THAN 7 DAYS AFTER THE TRENCH HAS BEEN BACKFILLED AND COMPACTED.

6. PRIOR TO MANDREL TESTING AND/OR TV INSPECTION, THE CONTRACTOR SHALL FLUSH AND

CLEAN ALL SEWER PIPE AND MANHOLES.

7. CONTRACTOR SHALL FIELD VERIFY LINE AND GRADE OF ANY EXISTING AND PROPOSED

UTILITY.

DRY UTILITY NOTES

1. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE INSTALLATION OF ALL "DRY"

UTILITIES (ELECTRIC, GAS, TELEPHONE) WITH SERVICE PROVIDERS.

2. REFER TO ELECTRICAL PLANS FOR ADDITIONAL CONDUIT AND SITE LIGHTING

REQUIREMENTS.

3. THE CONTRACTOR IS RESPONSIBLE TO CALL 1-800-424-5555 (OR 811) AT LEAST 5 WORKING

DAYS PRIOR TO ANY EARTH DISTURBING ACTIVITIES OR UTILITY EXCAVATIONS.

KEY NOTES#

1. EXISTING 10" WATER LINE TO REMAIN.

2. EXISTING FIRE HYDRANT TO REMAIN.

3. EXISTING SANITARY SEWER LINE TO REMAIN.

4. EXISTING SANITARY SEWER MANHOLE TO REMAIN.

5. EXISTING TELEPHONE PEDESTAL TO REMAIN.

6. CONNECT NEW WATERLINE TO BUILDING SUPPLY PIPING.

7. EXISTING OVERHEAD ELECTRICAL TO REMAIN.

8. 10"X10"X8" DUCTILE IRON TEE, 10" GATE VALVE AND VALVE BOX, 10"

DUCTILE IRON TRANSITION COUPLING. CONNECT TO EXISTING 10"

WATER MAIN VIA TAPPING VALVE AND SLEEVE.

9. 8" DUCTILE IRON FIRE SUPPRESSION LINE. MINIMUM BURY 3'.

10. CONNECT 8" FIRE SUPPRESSION LINE TO BUILDING. SEE SHEET

F101.2 FOR CONTINUATION.

11. FIRE RISER ROOM. SEE SHEET F101.2.

12. CONNECT TO 6" DRAIN LINE FROM TRENCH DRAIN. SEE SHEET P101

FOR CONTINUATION.

13. 6" DOUBLE CLEANOUT PER DETAIL 2/C401.

14. 8"X45° VERTICAL DUCTILE IRON BEND.

15. 8" GATE VALVE WITH VALVE BOX.

16. 8"X45° DUCTILE IRON HORIZONTAL BEND.

17. EXISTING SANITARY SEWER LIFT STATION TO REMAIN.

18. 48,000 XERXES SINGLE WALL STORAGE TANK WITH ACCESS MANWAY,

AND DEADMAN ANCHORS TO PREVENT BOUYANCY PER DETAILS

1/C302 AND 2/C302. SEE PLUMBING SHEET FOR ADDITIONAL DETAILS.

19. EXISTING SANITARY SEWER LIFT STATION. PROVIDE NEW

CONNECTION FOR 6" WASTE LINE. OTHER THAN NEW CONNECTION NO

OTHER MODIFICATIONS ARE PROPOSED TO LIFT STATION OR

DISCHARGE PIPE.

20. 6" PVC SDR-26 SANITARY SEWER LINE, SLOPE AT 1% MINIMUM.

21. 6"X6" PVC WYE CONNECTION.

22. 6" TERMINAL CLEANOUT PER DETAIL 3/C401.

23. 6" SINGLE CLEANOUT PER DETAIL 4/C401.

24. 3-WAY MOTORIZED BUTTERFLY VALVE. SEE KEYNOTE 5 ON PLUMBING

SHEET P101.

25. OIL WATER SEPARATOR PER PLUMBING PLANS, SEE SHEET P101.

26. 10" GATE VALVE & VALVE BOX, 10" DUCTILE IRON TRANSITION

COUPLING, 10"X10"X6" TEE. MINIMUM 3' BURY. CONNECT TO EXISTING

10" WATER MAIN VIA TAPPING VALVE AND SLEEVE.

27. 6"X45° VERTICAL DUCTILE IRON BEND.

28. 6" DUCTILE IRON WATERLINE, MINIMUM 3' BURY.

29. EXISTING WATER METER TO REMAIN.

30. EXISTING DOMESTIC WATERLINE.

31. NEW DOMESTIC WATERLINE. MATCH SIZE OF EXISTING WATERLINE.

32. FIRE HYDRANT. COORDINATE WITH FACILITY MANAGER TO MATCH

FIRE HYDRANTS RECENTLY INSTALLED.

33. 6" GATE VALVE AND VALVE BOX.

21 20

GENERAL UTILITY NOTES

1. DON'T LEAVE ANY OPEN TRENCH OVERNIGHT. COORDINATE WITH THE FACILITY MANAGER

FOR PROPER CLOSURE.

2. DON'T COVER ANY TRENCH PERMANENTLY UNTIL INSPECTED BY THE FACILITY MANAGER.

3. TRACER WIRE AND TRACE TAPE TO BE INSTALLED FOR ALL NEW UNDERGROUND UTILITIES.

SWALE FILL. ONGOING

PROJECT BY OTHERS

SWALE FILL. ONGOING

PROJECT BY OTHERS

NEW PARKING ACCESS.

ONGOING PROJECT BY

OTHERS.

NEW SEWER LINE.

ONGOING PROJECT BY

OTHERS. APPROXIMATE

LOCATION.

NEW SEWER MANHOLE.

ONGOING PROJECT BY

OTHERS. APPROXIMATE

LOCATION.

NEW SEWER MANHOLE.

ONGOING PROJECT BY

OTHERS. APPROXIMATE

LOCATION.

NEW SEWER LINE.

ONGOING PROJECT BY

OTHERS. APPROXIMATE

LOCATION.

NEW SEWER LINE.

ONGOING PROJECT BY

OTHERS. APPROXIMATE

LOCATION.

NEW BURIED POWER.

ONGOING PROJECT BY

OTHERS.

APPROXIMATE

LOCATION.

NEW FIBER OPTIC.

ONGOING PROJECT BY

OTHE…