B3_W912HY19R0017-Plans_P1_20190807.pdf

PDF 34 MB Posted Aug 7, 2019

Attached to: Port Isabel Detention Center (PIDC) Kitchen/Waste Water Treatment Plant (WWTP
Solicitation number: W912HY-19-R-0017
Issued by: Department of the Army Corps of Engineers Engineering District Galveston

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W912HY-19-R-0017 Drawings Part 1

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File	Type	Posted
B3_W912HY19R0017_Amendment_0004.pdf	PDF	Sep 5, 2019
B3_W912HY19R0017-WWTP_Plans_P4_20190813.pdf	PDF	Aug 13, 2019
B3_W912HY19R0017_Amendment_0003.docx	DOCX document	Aug 13, 2019
B3_W912HY19R0017-WWTP_Plans_P2_20190813.pdf	PDF	Aug 13, 2019
B3_W912HY19R0017-WWTP_Plans_P3_20190813.pdf	PDF	Aug 13, 2019
B3_W912HY19R0017-WWTP_Plans_P1_20190813.pdf	PDF	Aug 13, 2019
B3_Attachment_1_-_Request_for_Record_Checks.pdf	PDF	Aug 9, 2019
B3_W912HY19R0017_Amendment_0002.pdf	PDF	Aug 9, 2019
W912HY19R0017U0001_Amendment_1.pdf	PDF	Aug 7, 2019
B3_W912HY19R0017-Plans_P2_20190807.pdf	PDF	Aug 7, 2019
B3_W912HY19R0017-Specs_20190807_.pdf	PDF	Aug 7, 2019

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PROJECT

LOCATION

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SOLICITATION NO.: W912HY-19-R-0017

CONTRACT NO.: W912HY-19-C-XXXX

ISSUE DATE:

VOLUME: 1

US Army Corps of Engineers ®

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US Army Corps of Engineers ®

BUFFALO DISTRICT

P .O

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FINAL RTA

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17 JULY 2019

BUFFALO DISTRICT

U.S. IMMIGRATION AND CUSTOMS ENFORCEMENT

PORT ISABEL DETENTION CENTER

PORT ISABEL, TX

PORT ISABEL DETENTION CENTER KITCHEN AND WASTEWATER

TREATMENT PLANT IMPROVEMENTS

2111 S. 67th Street Suite 200

Omaha, NE 68106 Phone: 402-341-1116

Fax: 402-341-5895

9400 North Broadway, Suite 300 Oklahoma City, OK 73114

405-478-5353

6363 N. Highway 161 Suite 550

Irving, TX 75038 972-550-7777

11816 Lackland Road Suite 150

St. Louis, MO 63146 314-997-7440

1121 Olivette Exec Pkwy, Suite 100

Olivette, MO 63132 314-274-3568

P.O. Box 200 Eureka, MO 63070

636-938-7887

DRAWING INDEX

SHEET

NUMBER SHEET NAME

EQUIPMENT

1-QF101 FOODSERVICE OVERALL LAYOUT

1-QF201 FOODSERVICE ELEVATIONS

1-QF202 FOODSERVICE ELEVATIONS

1-QF203 FOODSERVICE ELEVATIONS

1-QF204 FOODSERVICE ELEVATIONS

1-QF205 FOODSERVICE ELEVATIONS

1-QF301 FOODSERVICE SECTION VIEWS

1-QF302 FOODSERVICE SECTION VIEWS

1-QF401 EQUIPMENT LAYOUT - NW CORNER

1-QF402 EQUIPMENT LAYOUT NE CORNER

1-QF403 EQUIPMENT LAYOUT - WEST CENTRAL

1-QF404 EQUIPMENT LAYOUT - EAST CENTRAL

1-QF405 EQUIPMENT LAYOUT - SW CORNER

1-QF406 EQUIPMENT LAYOUT - SE CORNER

1-QF407 WALK-IN COOLER PLAN

1-QF408 WALK-IN FREEZER PLAN

1-QF409 ELECTRICAL ROUGH-IN NW CORNER

1-QF410 ELECTRICAL ROUGH-IN NE CORNER

1-QF411 ELECTRICAL ROUGH-IN WEST CENTRAL

1-QF412 ELECTRICAL ROUGH-IN EAST CENTRAL

1-QF413 ELECTRICAL ROUGH-IN SW CORNER

1-QF414 ELECTRICAL ROUGH-IN SE CORNER

1-QF415 ELECTRICAL ROUGH-IN WALK-IN COOLER

1-QF416 ELECTRICAL ROUGH-IN WALK-IN FREEZER

1-QF417 PLUMBING ROUGH-IN NW CORNER

1-QF418 PLUMBING ROUGH-IN NE CORNER

1-QF419 PLUMBING ROUGH-IN WEST CENTRAL

1-QF420 PLUMBING ROUGH-IN EAST CENTRAL

1-QF421 PLUMBING ROUGH-IN SW CORNER

1-QF422 PLUMBING ROUGH-IN SE CORNER

1-QF423 PLUMBING ROUGH-IN WALK-IN COOLER

1-QF424 PLUMBING ROUGH-IN WALK-IN FREEZER

1-QF425 SPECIAL CONDITIONS PLAN

1-QF426 SPECIAL CONDITIONS PLAN

1-QF427 SPECIAL CONDITION PLAN

1-QF501 FOODSERVICE DETAILS

1-QF601 EQUIPMENT SCHEDULE

1-QF602 ELECTRICAL ROUGH-IN SCHEDULE

1-QF603 PLUMBING ROUGH-IN SCHEDULE

1-QF901 FOODSERVICE 3D VIEWS

1-QF902 FOODSERVICE 3D VIEWS

FIRE PROTECTION

1-FA101 FIRE ALARM PLAN

1-FX101 FIRE SUPPRESSION PLAN

PLUMBING

1-P-001 PLUMBING SYMBOLS & ABBREVIATIONS

1-P-101 UNDER SLAB SANITARY PLAN

1-P-102 SANITARY & VENT PLAN

1-P-201 DOMESTIC WATER PLAN

1-P-401 PLUMBING ENLARGED PLANS

1-P-601 PLUMBING SCHEDULES

1-P-901 PLUMBING ISOMETRIC VIEW - WASTE/VENT

1-P-902 PLUMBING ISOMETRIC VIEW - SUPPLY

MECHANICAL

1-M-001 MECHANICAL SYMBOL & ABBREVIATIONS

1-M-101 MECHANICAL ROOF PLAN

1-M-102 MECHANICAL HVAC PLAN

1-M-401 ENLARGED MECHANICAL PLAN

1-M-402 MECHANICAL ELEVATION VIEWS

1-M-403 MECHANICAL ELEVATION VIEWS

1-M-501 MECHANICAL DETAILS

1-M-502 MECHANICAL DETAILS

1-M-601 MECHANICAL SCHEDULES

1-M-602 MECHANICAL SCHEDULES

1-M-603 MULTIZONE ASHRAE 62.1 OUTSIDE AIR CALCULATION

1-M-801 MECHANICAL CONTROL DIAGRAMS

ELECTRICAL

1-E-001 ELECTRICAL SYMBOL AND ABBREVIATIONS

1-ES101 ELECTRICAL SITE PLAN

1-E-101 ELECTRICAL POWER PLAN

1-E-102 MECHANICAL POWER PLAN

1-E-103 MECHANICAL POWER ROOF PLAN

1-E-104 LIGHTING PLAN

1-E-105 LIGHTNING PROTECTION PLAN

1-E-401 ENLARGED ELECTRICAL POWER PLAN - MEP ROOMS

1-E-402 ENLARGED ELECTRICAL POWER PLAN - KITCHEN RM 115

1-E-403 ENLARGED ELECTRICAL POWER PLAN - KITCHEN RM 115

1-E-404 ENLARGED ELECTRICAL POWER PLAN - KITCHEN RM 115 & DISHWASHING RM 121

1-E-405 ENLARGED ELECTRICAL POWER PLAN - REFRIGERATED STORAGE RM 104

1-E-406 ENLARGED ELECTRICAL POWER PLAN - FREEZER 106 & STAFF DINING RM 112

1-E-501 ELECTRICAL DETAILS

1-E-502 ELECTRICAL DETAILS

1-E-601 ELECTRICAL ONE-LINE

1-E-602 ELECTRICAL PANEL SCHEDULES

1-E-603 ELECTRICAL PANEL SCHEDULES

1-E-604 ELECTRICAL PANEL SCHEDULES

1-E-605 ELECTRICAL PANEL SCHEDULES

1-E-606 LUMINAIRE SCHEDULE

1-E-607 KITCHEN EQUIPMENT ELECTRICAL CONNECTION SCHEDULE

1-E-608 KITCHEN EQUIPMENT ELECTRICAL CONNECTION SCHEDULE

TELECOM

1-T-001 TELECOMMUNICATIONS SYMBOLS & ABBREVIATIONS

1-TS101 TELECOMMUNICATIONS SITE PLAN

1-T-101 TELECOMMUNICATIONS FLOOR PLAN

1-T-501 TELECOMMUNICATION DETAILS

1-T-502 TELECOMMUNICATION DETAILS

1-T-503 TELECOMMUNICATIONS DETAILS

DRAWING INDEX

SHEET

NUMBER SHEET NAME

1-S-503 STAIR DETAILS

STRUCTURAL

1-S-001 GENERAL NOTES

1-S-500 FOUNDATION DETAILS

1-S-501 MASONRY DETAILS

1-S-502 STEEL DETAILS

GENERAL

1-G-001 COVER SHEET

1-G-002 SYMBOLS AND ABBREVIATIONS

1-G-003 CODE ANALYSIS

1-G-004 LIFE SAFETY PLAN

CIVIL

1-V-101 TOPOGRAPHICAL SURVEY 1 OF 3

1-V-102 TOPOGRAPHICAL SURVEY 2 OF 3

1-V-103 TOPOGRAPHICAL SURVEY 3 OF 3

1-C-001 CIVIL GENERAL NOTES

1-C-002 SYMBOLS AND ABBREVIATIONS

1-CD101 DEMOLITION PLAN

1-CS101 SITE PLAN

1-CS102 DIMENSION CONTROL PLAN

1-CS103 CONTRACTOR HAUL ROAD

1-CS104 PHASE I CONSTRUCTION SEQUENCE PLAN

1-CS105 PHASE II CONSTRUCTION SEQUENCE PLAN

1-CS106 PHASE I & II CONSTRUCTION SEQUENCE PLAN

1-CG101 GRADING AND DRAINAGE PLAN

1-CP101 PAVING PLAN

1-CU101 UTILITY PLAN

1-CU201 SANITARY SEWER PROFILE

1-CU301 GAS LINE

1-CH101 EROSION CONTROL PLAN

1-C-501 SANITARY SEWER DETAILS

1-C-502 PAVING JOINT DETAILS

1-C-503 WATER DETAILS

1-C-504 SANITARY SEWER DETAILS

1-C-505 SIDEWALK AND BOLLARD DETAILS

1-C-506 FENCE DETAILS

1-C-507 FENCE DETAILS

1-C-508 EROSION CONTROL DETAILS

STRUCTURAL

1-S-000 GENERAL NOTES & ABBREVIATIONS

1-S-101 FOUNDATION PLAN

1-S-102 ROOF FRAMING PLAN

ARCHITECTURAL

1-A-101 FLOOR PLAN

1-A-102 ROOF PLAN

1-A-103 REFLECTED CEILING PLAN

1-A-104 AIR BARRIER PLAN

1-A-201 BUILDING ELEVATIONS

1-A-202 BUILDING ELEVATIONS

1-A-301 BUILDING SECTIONS

1-A-302 BUILDING SECTIONS

1-A-311 WALL SECTIONS

1-A-312 WALL SECTIONS

1-A-401 ENLARGED PLANS & ELEVATIONS

1-A-402 STAIR PLANS AND ELEVATIONS

1-A-403 STAIR PLANS AND ELEVATIONS

1-A-404 STAIR PLANS AND ELEVATIONS

1-A-405 STAIR PLANS AND ELEVATIONS

1-A-501 PLAN AND SECTION DETAILS

1-A-502 ROOF DETAILS

1-A-503 ROOF DETAILS

1-A-504 DETAILS

1-A-505 DETAILS

1-A-506 DETAILS

1-A-601 PARTITION TYPES

1-A-602 DOOR SCHEDULE AND DETAILS

1-A-603 DOOR AND WINDOW DETAILS

1-A-604 ROOM FINISH SCHEDULE

1-A-605 DOOR AND WINDOW DETAILS

1-A-700 SIGNAGE PLAN AND SCHEDULE

1-A-701 SIGNAGE ELEVATIONS AND DETAILS

ABBREVIATIONS

ADD

AFF

ALT

ALUM

APPROX

ARCH

ACT

BLDG

BLK

BOT

CAB

CAT

CIP

CLG

CLR

CMU

COL

CONC

COND

CONN

CONT

COORD

CORR

CTR

DBL

DEG

DEMO

DEPT

DET

DIA

DIM

DRN

DWG

EIFS

EFS

ELEC

ELEV

EQUIP

ESCAL

EWC

EXH

EXP

EXIST

EXT

FDC

FND

FEC

FF&E

FIN

FURN

HNDRL

HORIZ

HPT

HRC

HVAC

HYDR

GALV

GYP BD

ADDITIONAL

ABOVE FINISH FLOOR

ALTERNATE

ALUMINUM

APPROXIMATE

ARCHITECTURAL

ACOUSTICAL CEILING TILE

BOARD

BUILDING

BLOCK

BEAM

BOTTOM

CABINET

CATEGORY

CORNER GUARD

CASTINPLACE

CONTROL JOINT / CONSTRUCTION JOINT

CENTER LINE

CEILING

CLEAR

CONCRETE MASONRY UNIT

CLEANOUT

COLUMN

CONCRETE

CONDITION

CONNECTION

CONTINUOUS

COORDINATE

CORRIDOR

CERAMIC TILE / COOLING TOWER

CENTER

COLD WATER (PIPING)

DEEP, DEPTH

DOUBLE

DEGREE

DEMOLITION

DEPARTMENT

DETAIL

DIAMETER

DIMENSION

DOWN

DOOR OPENING

DOOR

DRAIN

DOWNSPOUT

DISHWASHER

DRAWING

EAST

EACH

EXTERIOR INSULATION AND FINISH SYSTEM

EXTERIOR FINISH SYSTEM

EXPANSION JOINT

ELEVATION

ELECTRICAL

ELEVATOR

ELECTRICAL PANELBOARD

EQUAL

EQUIPMENT

ESCALATOR

ELECTRICAL WATER COOLER

EXHAUST

EXPANSION

EXISTING

EXTERIOR

FIRE ALARM

FLOOR DRAIN

FIRE DEPARTMENT CONNECTION

FOUNDATION

FIRE EXTINGUISHER

FIRE EXTINGUISHER CABINET

FURNITURE, FINISHES & EQUIPMENT

FIBERGLASS

FINISH

FLOOR

FACE OF

FIRE PROTECTION

FEET

FURNITURE

HIGH / HEIGHT

HEAT STRENGTHEND (GLASS)

HOLLOW METAL (STEEL FRAME)

HANDRAIL

HOLDOPEN

HORIZONTAL

HIGH POINT

HOSE REEL CABINET

HOUR

HEIGHT

HEATING, VENTILATION, AIR CONDITIONING

HOT WATER

HYDRAULIC

GAUGE / GAGE

GALVANIZED

GRAB BAR

GENERAL CONTRACT(OR)

GLASS

GRADE

GYPSUM WALLBOARD

INCL

INFO

INSUL

INT

IPS

JAN

JST

LAB

LAM

LAV

MAINT

MATL

MAX

MDF

MEP

MDO

MECH

MET

MEZZ

MFR

MIN

MISC

MTD

MTG

MTL

NIC

NOM

NTS

OCEW

OFCI

OFOI

OFF

OPH

OPNG

OPP

OPPHD

ORD

OUTS

OVHD

PAV

PARTN

PATD

PBD

PDF

PERF

PERIM

PERP

PLAM

PLAS

PLBG

PLF

PLYWD

PNL

POL

PREFAB

PROJ

PSF

PTD

PTN

PTR

QTY

RAD

RCP

RECPT

REC

REF

REINF

REQ

REV

RTD

RTG

INSIDE DIAMETER

INCH

INCLUDED / INCLUDING

INFORMATION

INSULATION

INTERIOR

INTERNATIONAL PIPE STANDARD

JANITOR

JOIST

JOINT

LONG OR LITER (METRIC DOCS)

LABORATORY

LAMINATE / LAMINATION

LAVATORY

POUND

LINEAR FOOT

METER

MAINTENANCE

MATERIAL

MAXIMUM

MEDIUM DENSITY FIBERBOARD

MECHANICAL, ELECTRICAL, PLUMBING

MEDIUM DENSITY OVERLAY PLYWOOD

MECHANICAL

METAL

MEZZANINE

MANUFACTURER

MANHOLE

MINIMUM

MISCELLANEOUS

MILLIMETER

MASONRY OPENING

MOUNTED

MOUNTING

METAL

NORTH

NOT APPLICABLE

NOISE CRITERIA

NOT IN CONTRACT

NUMBER

NOMINAL

NOT TO SCALE

OUTSIDE AIR

ON CENTER

ON CENTER EACH WAY

OUTSIDE DIAMETER/DIMENSION

OWNER FURNISHED, CONTR INSTALLED

OWNER FURNISHED, OWNER INSTALLED

OFFICE

OVER HEAD

OPPOSITE HAND

OPENING

OPPOSITE

OPPOSITE HAND

OVERFLOW ROOF DRAIN

OUTSIDE

OVERHEAD

PAINT

PAVING

PARTITION

PAPER TOWEL DISPENSER

PARTICLEBOARD

PRECAST CONCRETE

POWER DRIVEN FASTENER

PERFORATED

PERIMETER

PERPENDICULAR

POINT OF INTERSECTION

PLATE

PLASTIC LAMINATE

PLASTER

PLUMBING

POUNDS PER LINEAR FOOT

PLYWOOD

PANEL

POLISHED

PAIR

PREFABRICATED

PROJECT

POUNDS PER SQUARE FOOT

POINT

PAINTED

PARTITION

PAPER TOWEL RECEPTACLE

QUARRY TILE

QUANTITY

RADIUS OR RISER (PIPING)

RETURN AIR

RADIUS

RESILIENT BASE

REFLECTED CEILING PLAN

ROOF DRAIN

RECEPTACLE

RECESSED

REFERENCE

REINFORCED / REINFORCING

REQUIRE / REQUIRED

REVISION / REVISED

ROOM

ROUGH OPENING

RATED

RATING

SAN

SCHED

SECT

STS

SHT

SHR

SIM

SND

SPEC

SPR

SPKR

SSE

SST

SSK

STA

STD

STL

STLJST

STOR

STRG

STRL

STRUC

SUBCAT

SUSP

SYMM

SYS

T&G T

TCONC

TEL

TEMP

TER

TGB

THK

THRES

THRU

TKBD

TMPD

TOS

TOSTL

TPD

TRACT

TYP

UNFIN

UON

VAC

VCT

VERT

VEST

VIF

VWC

W/ W

WDS

WDW

W/O

WPM

WPT

WSCT

SOUTH

SUPPLY AIR

SANITARY

SOLID CORE

SCHEDULE

STORM DRAIN / SOAP DISPENSER

SECTION

SELF TAP METAL SCREW

SQUARE FEET/FOOT

SPRINKLER HEAD

SHEET

SHOWER

SIMILAR

SHEET METAL OR SQUARE METER (METRIC DOCS)

SANITARY NAPKIN DISPENSER

STANDPIPE

SPECIFICATION

SPRINKLER

SPEAKER

SQUARE

STRUCTURE SLAB ELEVATION

STAINLESS STEEL

SERVICE SINK

STATION

STANDARD

STEEL

STEEL JOIST

STORAGE

STRINGER

STRUCTURAL

SUBCATEGORY

SUSPENDED

SYMMETRICAL

SYSTEM

TONGUE AND GROOVE

TREAD / THERMOSTAT

TOWEL BAR

TOP OF CURB

TOP OF CONCRETE

TELEPHONE OR TELECOM

TEMPERATURE

TERRAZZO

TOGGLE BOLT

THICKNESS

THRESHOLD

THROUGH

TACKBOARD

TEMPERED

TOP OF (SEE OTHER WORD)

TOP OF SLAB, TOP OF STRUCTURE

TOP OF STEEL

TOP OF PAVEMENT

TOILET PAPER DISPENSER

TRACTION

TELEVISION

TOP OF WALL

TYPICAL

UNFINISHED

UNLESS OTHERWISE NOTED

URINAL

VENTILATION AND AIR CONDITIONING

VINYL COMPOSITION TILE

VERTICAL

VESTIBULE

VERIFY IN FIELD

VAPOR RETARDER

VINYL TILE

VINYL WALL COVERING

WITH

WIDE, WIDTH/WEST

WATER CLOSET

WOOD

WOOD SCREW

WINDOW

WITHOUT

WATERPROOFING

WATERPROOF MEMBRANE

WORK POINT

WATER RESISTENT/REPELLANT

WEATHERSTRIPPING

WAINSCOT

WEIGHT

WALL TO WALL

GENERAL SYMBOLS LEGEND

SYMBOL DESCRIPTION

PLAN

NORTH

ROOM NAME

X# X-###

X-###

X#X#

DRAWING TITLE

SCALE

PLAN NORTH ARROW

DASHED ARROW REPRESENTS TRUE

NORTH

SECTION MARK

DETAIL NUMBER

SHEET NUMBER

CALLOUT MARK

DETAIL NUMBER

SHEET NUMBER

EXTERIOR ELEVATION

DETAIL NUMBER

SHEET NUMBER

INTERIOR ELEVATION

DETAIL NUMBER

SHEET NUMBER

ROOM NAME

ROOM NUMBER

GRID BUBBLE

DOOR MARK

WINDOW TYPE MARK

WALL TYPE MARK

KEYED NOTE

REVISION MARK

DETAIL NUMBER

SCALE OF DRAWING

VIEW TITLE

C O

N T

R A

C T

D A

T E

S O

N N

C O

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R A

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U M

B E

D E

N E

D B

D W

N B

C K

D B

S U

B M

E D

B Y

T S

C A

A N

S I_

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D A

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US Army Corps of Engineers ®

BUFFALO DISTRICT

P .O

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FINAL RTA

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1-G-002

U .S

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C E

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P O

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A B

E L D

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A u th o r C he ck e r

D es ig ne r

A pp ro ve r

P O

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B E

L D

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APPLICABLE MILITARY CRITERIA:

UFC 1-200-01 DESIGN: GENERAL BUILDING REQUIREMENTS 20 JUNE, 2016

UFC 3-600-01 DESIGN: FIRE PROTECTION ENGINEERING FOR FACILITIES, CHANGE 2, 25 MARCH 2018 8 AUGUST, 2016 UFC 4-021-01 DESIGN AND O&M: MASS NOTIFICATION SYSTEMS, CHANGE 1, JANUARY 2010 9 APRIL, 2008

APPLICABLE NATIONAL FIRE PR0TECTION ASSOClATION (NFPA) CODES:

NFPA 10 STANDARD FOR PORTABLE FIRE EXTINGUISHERS 2018

NFPA 13 INSTALLATION OF SPRINKLER SYSTEMS 2019

NEC 70 NATIONAL ELECTRIC CODE 2017

NFPA 72 NATIONAL FIRE ALARM CODE 2019

NFPA 80 STANDARD FOR FIRE DOORS AND FIRE WINDOWS 2019

NFPA 90A STANDARD FOR INSTALLATION OF AIR-CONDITIONING AND VENTILATION SYSTEMS 2018

NFPA 96 STANDARD FOR VENTILATION CONTROL AND FIRE PROTECTION

OF COMMERCIAL COOKING OPERATIONS 2017

NFPA 101 LIFE SAFETY CODE 2018

NFPA 220 STANDARD 08 TYPES OF BUILDING CONSTRUCTI0N 2018

APPLICABLE BUILDING CODES:

IBC INTERNATIONAL BUILDING CODE (PER UFC 1-200-01 REQUIREMENTS) 2018

NOTE: UFC1-200-1 CHAPTER 2 - USE UFC 3-600-01 lN LIEU OF IBC 2006 CHAPTERS 4, 8, 9, & 10.

ACCESSIBILITY STANDARDS AND GUIDELINES:

UFAS UNIFORM FEDERAL ACCESSIBILITY STANDARD (UFAS)

ADA ADA ACCESSIBILITY GUIDELINES (ADAAG) 2010

MOST STRINGENT TO GOVERN

BUILDING REQUIREMENTS:

THE ENTIRE FACILITY SHALL BE:

1. PROTECTED THROUGHOUT, BY AN AUTOMATIC WET PIPE FIRE SUPPRESSION SYSTEM.

2. PROTECTED THROUGHOUT, BY A FIRE ALARM EVACUATION SYSTEM.

3. EQUIPPED THROUGHOUT, WITH A MASS NOTIFICATION SYSTEM.

GENERAL BUILDING DESCRIPTION :

TYPES OF CONSTRUCTION:

TYPE IIB, N0NC0MBUSTIBLE/ TYPE II (000) IBC TABLE 602.2 / NFPA 220 TABLE 4.1.1

IBC OCCUPANCY:

MIXED USE, NON SEPARATED: IBC 508.3

- MODERATE HAZARD FACTORY - INDUSTRIAL (F-1)

- MODERATE HAZARD STORAGE (S-1)

- LOW HAZARD STORAGE (S-2)

ACCESSORY OCCUPANCIES

- ASSEMBLY A-2 (STAFF DINING AND BREAK ROOM) < 10% BUILDING AREA IBC 508.2

- OFFICE < 10% BUILDING AREA

- COMBINED ACCESSORY OCCUPANCIES ARE LESS THAN 10% OF THE BUILDING AREA

BUILDING TO COMPLY WITH MOST RESTRICTIVE OCCUPANCY REQUIREMENTS

NFPA OCCUPANCY:

MULTIPLE OCCUPANCIES, MIXED USE NFPA 101.1.14.3, 6.1.14.4

- NEW ASSEMBLY

- NEW BUSINESS

- STORAGE

BUILDING TO COMPLY WITH MOST RESTRICTIVE OCCUPANCY REQUIREMENTS NFPA 101.1.14.3.2

OCCUPANCY TYPES:

MODERATE HAZARD FACTORY-INDUSTRIAL (F-1) IBC 306.2

/NEW ASSEMBLY (KITCHEN, DISHWASHING, STAFF DINING, BREAK ROOM) NFPA 101.6.1.2

MODERATE HAZARD STORAGE (S-1) IBC 311.2

STORAGE NFPA 101.6.1.13

LOW HAZARD STORAGE(S-2) IBC 311.3

/STORAGE NFPA 101.6.1.13

BUSINESS NFPA 101.6.1.11

ALLOWABLE BUILDING HEIGHT AND FLOOR AREA:

IBC BUILDING LIMITATION CRITERIA

BASIC AREA, IBC TABLE 506.2

HEIGHT LIMITATIONS

BASIC HEIGHT, IBC TABLE 504.3

STORY LIMITATION, FLOORS

BASIC HEIGHT, IBC TABLE 504.4

SF SF SF SF

FACTORY -

INDUSTRIAL (F-1)

OCCUPANCY

STORAGE

(S-1)

STORAGE

(S-2)

ACTUAL

DESIGN

AREA LIMITATION

62,000 70,000 104,000 20,916

FT FT FT FT

55 55 55 20' - 8"

2 4 3 1

OCCUPANCY CALCULATIONS:

OCCUPANT LOAD FACTORS: NFPA 101 TABLE 7.3.1.2

ASSEMBLY

- LESS CONCENTRATED USE WITHOUT FIXED SEATING 15 NET SF/PERSON

STAFF DINING, BREAK ROOM

- KITCHEN 100 NET SF/PERSON

KITCHEN, DISHWASHING, CART WASH, TOOL ROOM

BUSINESS USE 150 SF/PERSON

- ADMIN

STORAGE OCCUPANCIES N/A

- OCCUPANT LOAD IS MAX. NO OF OCCUPANTS

PRESENT AT ONE TIME

- IN OTHER THAN STORAGE NAD MERCANTILE OCCUPANCIES 300

(MECH.ANICAL ROOM, ELECTRICAL ROOM AND TELECOM)

ALL FACTORS ARE EXPRESSED IN GROSS AREA UNLESS MARKED "NET". NFPA 101 TABLE 7.3.1.2(a)

TOTAL OCCUPANT LOAD 242

MEANS OF EGRESS REQUIREMENTS:

EGRESS \MDTH PER PERSON SERVED:

LEVEL COMPONENTS & RAMPS 0.2"/PERSON NFPA101 TABLE 7.3.3.1

STAIRWAYS 0.3" PERSON NFPA 101 TABLE 7.3.3.1

MINIMUM DOOR WIDTH 36" NFPA 1017.3.4.1 (a)

MINIMUM CORRIDOR WIDTH 44” NFPA 101 12.2.3.8

OCCUPANCY COMMON PATH DEAD END CORRIDOR TRAVEL DISTANCE

NEW ASSSEMBLY, SPRINKLERED

NEW BUSINESS, SPRINKLED

LOW HAZARD STORAGE , SPRINKLED

75/20*

EGRESS ARRANGMENT:

MAXIMUM DISTANCE LIMITS, FT

NEW ASSEMBLY MAXIMUM TRAVEL DISTANCES SHALL APPLY T0 THE ENTIRE BUILDING PER NFPA 6.1.14.3.2 - MIXED OCCUPANCIES - THE BUILDING SHALL COMPLY WITH THE MOST RESTRICITIVE REQUIREMENTS OF THE OCCUPANCIES INVOLVED. EXCEPT WHEN EGRESS ROUTES FOR OTHER OCCUPANCIES ARE NOT SHARED \MTH ASSEMBLY OCCUPANCIES, OR AS PER THE REQUIREMENTS OF THE LOCAL AUTHORITY

HAVING JURISDICTION (AHJ).

”\/\/HEN AREA SERVED HAS AN OCCUPANT LOAD OF 50 0R MORE PERSONS PER NFPA 101 12.2.5.1.2

MINIMUM NUMBER OF EXITS REQUIRED: NFPA 101 7.4.1.2

NOT LESS THAN 2 EXITS REQUIRED NFPA 101 7.4.1..1

3 EXITS PROVIDED ACTUAL DESIGN

SEPARATION OF EXITS

FULLY SPRINKLED BUILDING, MINIMUM SEPARATION DISTANCE BETWEEN TWO EXITS NFPA 101 7.5.3.1.2

NOT LESS THAN 1/3 LENGTH OF OVERALL MAX DIAGONAL OF BUILDING OR SPACE

MEASURED IN A STRAIGHT LINE

- MAX DIAGONAL OF BUILDING 232 FT

- ACTUAL SEPARATION OF EXITS 193 FT

SEPARATION DISTANCE IS GREATER THAN 1/3 DIAGONAL DISTANCE - BUILDING COMPLIES.

BUILDING COMPLIES

EGRESS DOOR SWING: NFPA 101 7.2.1.4 .2

SWING IN THE DIRECTION OF EXIT TRAVEL SERVING AN OCCUPANT LOAD OF 50 OR MORE PERSONS

PANIC HARDWARE:

DOORS SERVING ROOMS WITH OCCUPANT LOAD OF 50 0R MORE PERSONS SHALL HAVE PANIC HARDWARE.

ACCESSIBLE MEANS OF EGRESS:

ACCESSIBLE EGRESS IS PROVIDED TO ACCESSIBLE EXITS NFPA 101 7.5.4

ACCESSIBILITY STANDARD: ADA/ABA (JULY 2004) (NFPA 101 A7.5.4.1)

MINIMUM ACCESSIBLE EXITS: 2 REQUIRED NFPA 101 7.5.4.1

3 ACCESSIBLE EXITS PROVIDED

ILLUMINATION OF MEANS OF EGRESS: NFPA 101 7.8.1.3

1. DURING CONDITIONS OF STAIR USE, THE MINIMUM ILLUMINATION FOR NEW STAIR WILL BE AT LEAST 10 FT-CANDLE (108 LUX), MEASURED AT

THE WALKING SURFACE.

2. THE MINIMUM ILLUMINATION FOR FLOORS AND WALKING SURFACES, OTHER THAN NEW STAIRS DURING CONDITIONS OF STAIR USE, SHALL BE

TO VALUES OF AT LEAST 1 FT-CANDLE (10.8 LUX), MEASURED AT THE FLOOR.

EMERGENCY LIGHTING: NFPA 1017.9.1.3 & 7.9.2.1

EMERGENCY LIGHTING WILL BE DESIGNED TO ACTIVATE WITHIN 10 SECONDS OF PRIMARY POWER FAILURE AND OPERATE FOR 90 MINUTES.

EXIT AND EXIT ACCESS MARKINGS: NFPA 1017.10.1.1, 7.10.1.3, 7.10.1.5

TACTILE SIGNAGE MEETING ICC/ANSI A117.1 WILL BE PROVIDED AT EACH EXIT DOOR THAT REQUIRE AN EXIT SIGN. ALSO, EXIT SIGNS SHALL BE

PROVIDED IN A MANNER SO THAT NO POINT IS MORE THAN 100 FT FROM A SIGN.

FIRE EXTINGUISHERS:

HAZARD CLASSIFICATION: CLASS A & C NFPA 10 4.2.1

STORAGE AREAS- ORDINARY (MODERATE) HAZARD

KITCHEN- ORDINARY (MODERATE) HAZARD

MECHANICAL ROOM- ORDINARY (MODERATE) HAZARD

EXTINGUISHER DESIGN BASIS: 4A:60B:C DRY CHEMICAL EXTINGUISHER

BUILDING AREA CLASSIFICATION PER NFPA 10 ORDINARY (MODERATE) HAZARD PER NFPA 10

MAXIMUM TRAVEL DISTANCE TO AN EXTINGUISHER 75 FT

MAXIMUM COVERAGE PER”4A EXTINGUISHER”6,000 SF

FIRE EXTINGUISHERS SHALL BE CABINET MOUNTED, IN FINISHED AREAS, AND BRACKET MOUNTED IN UNFINISHED AREAS WITH A MAXIMUM PERMISSIBLE MOUNTING HEIGHT TO TOP OF EXTINGUISHER OF 54 IN AND SHALL NOT PROJECT FROM THE WALL MORE THAN 4” INTO WALKS, HALLS, CORRIDORS, PASSAGEWAYS OR AISLES (ADA 4.2.6 & 4.4.1)

INTERI0R FINISHES: NFPA101

INTERIOR WALL AND CEILING FINISH MATERIALS: CLASS A, B, OR C IN ALL SPACES EXCEPT EXIT ENCLOSURES TABLE 10.2.2, NOTE 6

INTERIOR FLOOR MATERIALS:

CLASS I OR II, IN CORRIDORS AND EXITS TABLE 10.2.2, NOTE 6

BUILDING ELEMENT FIRE RESISTANCE RATING REQUIREMENTS (HOURS)

PRIMARY STRUCTURAL FRAME

BEARING WALLS

EXTERIOR

INTERIOR

NONBEARING WALLS AND PARTITIONS

FLOOR CONSTRUCTION AND ASSOCIATED SECONDARY MEMBERS

FIRE RESISTIVE RATING REQUIREMENTS FOR BUILDING ELEMENTS (IBC TABLE 601)

FIRE SEPARATION DISTANCE = X (FEET)

X < 5

FIRE RESISTANCE RATING REQUIREMENTS FOR EXTERIOR WALLS BASED ON FIRE SEPARATION DISTANCE (IBC TABLE 602)

10 < X < 30

X > 30

OCCUPANCY GROUP F-1, S-1

IIB

CONSTRUCTION TYPE IIB

EXTERIOR

INTERIOR

ROOF CONSTRUCTION AND ASSOCIATED SECONDARY MEMBERS

TYPES OF CONSTRUCTION

5 < X < 10

OCCUPANCY GROUP S-2CONSTRUCTION TYPE

IIB

WHERE UNPROTECTED OPENINGS ARE PERMITTED, WINDOW AND DOORS SHALL BE CONSTRUCTED OF ANY APPROVED MATERIALS.

GLAZING SHALL CONFORM TO THE REQUIREMENTS OF IBC CHAPTERS 24 & 26.

WHERE EXISTING BUILDING SEPARATION TO LINK IS LESS THAN 5' WALLS ARE 8" CMU PROVIDING 2-HOUR RATED SEPARATION.

FIRE WALL RESISTANCE RATING

GROUP K-1, S-1 - 3 HOURS IBC TABLE 706.4

VERTICAL CONTINUITY - STEPPED BUILDINGS

EXCEPTION:

WALL DOES NOT NEED TO TERMINATE AT A POINT NOT LESS THAN 30 INCHES ABOVE THE LOWER ROOF LEVEL PROVIDED THAT THE LOWER POUR ASSEMBLY WITHIN 10 FEET OF THE WALL HAS NOT LESS THAN A FIRE RESISTANCE RATING AND THE ENTIRE LENGTH AND SPAN OF SUPPORTING ELEMENTS OF THE RATED ROOF ASSEMBLY HAS A FIRE RESISTANCE RATING OF NOT LESS THAN 1-HOUR IBC 706.1-EXCEPTION 1.

ORDINARY HAZARD STORAGE, SPRINKLED

100 100

NFPA 101 12.2.5.1.2, 12.2.5.1, 12.6.2(1)

NFPA 101 39.2.5.2, 39.2.5.3.1, 39.2.6.3

NFPA 101 TABLE 42.5, TABLE 42.6

C O

N T

R A

C T

D A

T E

S O

N N

C O

N T

R A

C T

N O

E N

U M

B E

D E

N E

D B

D W

N B

C K

D B

S U

B M

E D

B Y

T S

C A

A N

S I_

U E

D A

T E

M A

R K

D E

S C

N D

A T

E A

P P

M A

R K

E N

A M

SHEET ID

2H Y

-1 9-

C -X

X X

FOUO

E T

E G

R A

E T

T E

E X

E C

P K

W Y

O L

T T

E M

S th

S tr e e t

S u it e a h a

P h o n e

F a x

H ig h w a y

S u it e

Ir v in g

T X

-7

L a c kl a n d R o a d S u it e

S t.

L o u is

-9

-7

US Army Corps of Engineers ®

BUFFALO DISTRICT

P .O

O X

U R

E K

M O

-7

FINAL RTA

2H Y

-1 9-

R -0

2 3 4 5 6 7 8 9 10

C :\U se rs

\s te ph en

.tu tk a\ D oc um en ts

6_ P

_K itc he n_

A R

C H

_s te ph en .tu tk a@ et eg ra .c om .r vt

'-0

C O

D E

A N

1-G-003

U .S

R A

N A

N D

C U

S T

O M

S E

N F

O R

C E

M E

N T

P O

R T

I S

A B

E L D

E T

E N

N C

E N

T E

R P

O R

T I

S A

B E

T X

S T

A G

R M

P O

R T

B E

L D

E T

E N

N C

E N

T E

R K

H E

N A

N D

W A

S T

E W

A T

E R

T R

E A

T M

E N

T P

P R

O V

E M

E N

F.F.D.

J J

F.F.D.

ACU-3

1 2 3

KITCHEN

FREEZER

CORRIDOR

REFRIGERATED

STORAGE

ADMIN

TOOL ROOM

LOCKER ROOM

CHEM STOR/JAN

DISHWASHING

CART WASH

STAFF DINING

DRY STORAGE

103 MECHANICAL ROOM

ELEC

LINK

TELECOM ROOM

CORRIDOR

LOADING DOCK / CAN

WASH

100 6

N/A

TRAVEL DIST. = 152' - 11"

TRAVEL DIST. = 192' - 3"

1-A-302

N/A

COMMON PATH = 82' - 7"

COMMON PATH = 70' - 7"

N/A

FEC

FEB

LIFE SAFETY LEGEND

OLF

OL OL = OCCUPANT LOAD

OLF = OCCUPANT LOAD FACTOR

NEW EXIT LIGHT CEILING MOUNT

EXIT ARROW

EXIT SIGN FACE

OL = OCCUPANT LOAD

EC = EXIT CAPACITY

EXIT ACCESS TRAVEL PATH

TD = TRAVEL DISTANCE

CP = COMMON PATH

FIRE EXTINGUISHER CABINETFEC

3 HOUR RATED FIRE WALL

STRUCTURE AND METAL DECK

ABOVE 1-HOUR FIRE RATED

WITH SPRAY APPLIED FIRE

PROOFING TO 10'-0" MIN FROM

FIRE WALL

FIRE EXTINGUISHER BRACKETFEB

C O

N T

R A

C T

D A

T E

S O

N N

C O

N T

R A

C T

N O

E N

U M

B E

D E

N E

D B

D W

N B

C K

D B

S U

B M

E D

B Y

T S

C A

A N

S I_

U E

D A

T E

M A

R K

D E

S C

N D

A T

E A

P P

M A

R K

E N

A M

SHEET ID

2H Y

-1 9-

C -X

X X

FOUO

E T

E G

R A

E T

T E

E X

E C

P K

W Y

O L

T T

E M

S th

S tr e e t

S u it e a h a

P h o n e

F a x

H ig h w a y

S u it e

Ir v in g

T X

-7

L a c kl a n d R o a d S u it e

S t.

L o u is

-9

-7

US Army Corps of Engineers ®

BUFFALO DISTRICT

P .O

O X

U R

E K

M O

-7

FINAL RTA

2H Y

-1 9-

R -0

2 3 4 5 6 7 8 9 10

C :\U se rs

\s te ph en

.tu tk a\ D oc um en ts

6_ P

_K itc he n_

A R

C H

_s te ph en .tu tk a@ et eg ra .c om .r vt

A s in di ca te d

E S

A F

E T

Y P

1-G-004

U .S

R A

N A

N D

C U

S T

O M

S E

N F

O R

C E

M E

N T

P O

R T

I S

A B

E L D

E T

E N

N C

E N

T E

R P

O R

T I

S A

B E

T X

S T

A G

R M

P O

R T

B E

L D

E T

E N

N C

E N

T E

R K

H E

N A

N D

W A

S T

E W

A T

E R

T R

E A

T M

E N

T P

P R

O V

E M

E N

T S

3/32" = 1'-0"

FIRST FLOOR PLAN

0 32'8' 16'

PLAN

NORTH

July 10, 2019

E L E

W I T

C H

I R

D I T

I O

N E

A L

T A

N D

E L E

W I T

C H

D I T

I O

N E

A L

T A

N D

E L E

W I T

C H

V A

T E

O N

A D

D I T

I O

N E

W A

T E

P I G

O T

D I T

I O

N E

V A

T E

O N

A D

E L E

O X

A L

T A

N D

D I T

I O

N E

V A

T E

O N

A D

M E

T A

O V

E R

A B

D I T

I O

N E

G R

E A

S A

N I T

A R

A N

H O

L E

T O

F L

C P

F L

C P

F L

C P

O E

I N

V E

R T

M A

L O

A N

H O

L E

B A

N D

O N

H O

L E

S O

I L

O R

I N

O N

C R

E T

A L K

6' CONCRETE WALK

S O

I L

O R

I N

E L E

W I T

C H

D I T

I O

N E

A L

T A

N D

S A

N I T

A R

A N

H O

L E

T O

L I N

F L

B O

T T

E T

W E

L L

L E

T O

O U

B L E

T E

E L

I P

M P

F L

M P

F L

M E

T A

C O

V E

M E

T A

O V

P O

W E

E N

E R

A T

O R

G A

T E

E C

U R

I T

H A

F E

N C

T R

A N

B A

R B

E C

U R

I T

H A

F E

N C

O N

S T

A N

T I N

I R

E C

U R

I T

H A

E N

C E

T R

A N

A R

B E

I R

I N

G A

R E

G U

L A

T O

E L E

A B

I N

E T

M E

T E

I T

C H

E L E

R A

N S

F O

R M

E R

G R

A S

G R

A S

G R

A S

C O

N C

L D

F F

H T

W A

T E

L I N

T E

L E

P H

O N

E L E

W I T

C H

A D

I N

E C

U R

I T

H A

E N

C E

T R

A N

A R

B E

I R

A S

P H

A L T

S O

I L

O R

I N

S O

I L

O R

I N

F I R

Y D

R A

N T

29.7'

14.6'

14.7'

11.3'

S I T

O N

T R

O L

O I N

I R

A P

E L E

28.9'

G R

A S

E C

U R

I T

H A

E N

C E

T R

A N

A R

B E

I R

G A

T E

G A

T E

C H

E N

C E

W A

E Z

E R

C R

E T

L O

W A

E Z

E R

C R

E T

L O

T O

A S

L E

V E

B U

R I E

L E

L I N

E S

L I G

L E

R O

C O

N C

P A

I N

F L

C P

F L

A S

P H

A L T

A S

P H

A L T

A S

P H

A L T

40.3'

9.7'

9.4'

20.6'

19.4'

6.4'

4.5'

60.3'

5.2'

5.3'

6.1'

18.1'

19.8'

4.6'

6.0'

23.8'

4.5'

G R

A V

E L

WOOD SHED BLDG.

12.5' X 36.5'

M E

T A

H E

L D

C O

N C

R E

T E

C O

N C

R E

T E

C O

N C

L E

C T

R I C

A L

B U

I L D

I N

C O

N C

R E

T E

T R

A S

O M

P A

C T

O R

H A

N D

I C

A P

P A

R K

I N

S I G

W O

O D

D E

C K

G R

A S

G R

A S

W O

O D

B O

O T

B L D

D I E

S E

S T

O R

A G

P A

GRAVEL

C O

N C

A M

T E

E L

A I L S

CONCRETE

20' GATE

D R

A I N

A G

W A

L E

D R

A I N

A G

W A

L E

S A

N I T

A R

A N

H O

L E

T O

L E

S A

N I T

A R

A N

H O

L E

T O

L E

S A

N I T

A R

A N

H O

L E

T O

B A

N D

O N

E D

G R

A S

G R

A S

P O

S S

I B

E R

L I N

L O

C A

T I O

K E

F I R

H Y

D R

A N

F I R

H Y

D R

A N

D R

A I N

A G

W A

L E

D R

A I N

A G

W A

L E

6.7'

4.4'

20' GATE

E L E

A B

I N

E T

O W

E R

A T

G E

N E

R A

T O

O W

I T

C H

S I T

E N

C H

M A

R K

C U

Q U

A R

E L E

E D

E S

T A

O W

I T

C H

D I T

I O

N E

R S

G A

R E

G U

L A

T O

A T

P O

W E

W I T

C H

P O

S S

I B

E R

L I N

L O

C A

T I O

K E

R E

I A

S T

E E

C O

L U

M N

I A

S T

E E

C O

L U

M N

W A

T E

P I G

O T

L I G

L E

O X

L I G

L E

O X

P O

W E

P O

L E

R A

N S

F O

R M

E R

E L E

O X

O O

B O

L L A

R D

E L E

B O

L I G

H T

P O

L E

E L E

B O

X E

E L E

O X

O O

B O

L L A

R D

E L E

B O

E L E

B O

E L E

B O

P O

W E

W I T

C H

E S

C O

N C

R E

O P

C O

N C

C O

N C

L I G

H T

P O

L E

C O

N C

P O

W E

O L E

R A

N S

F O

R M

E R

P O

W E

O L E

T E

L E

P H

O N

P E

D E

S T

A L

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GRAVEL

PORT ISABEL, CAMERON COUNTY, TEXAS

BASIS OF BEARINGS

GRID NORTH BASED ON TEXAS STATE

PLANE COORDINATE SYSTEM 1983

SOUTH ZONE

TOPOGRAPHIC SURVEY FOR

PORT ISABEL DETENTION CENTER (PIDC)

VERTICAL DATUM

NAVD88 (BASED ON OPUS OBSERVATION)

KITCHEN BUILDING & LIFT STATION AREA

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SANITARY MANHOLE

TOP RIM =18.72

FL NE=10.22 8" PVC

FL NE=15.62 6" PVC

FL NW=12.72 8" PVC

FL NW=14.92 6" PVC

FL SW=14.32 4" PVC

FL S=13.12 8" PVC

THERE APPEARS TO BE

A WATER LINE ALONG THE

ROAD AND NO MARKINGS

WERE VISIBLE AND LINE

SHOWN IS APPROXIMATE.

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SEE SHEET 3 FOR TOPOGRAPHIC DETAILS

1-V-102

O F

US Army Corps of Engineers ®

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CONCRETECONCRETE

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29.7'

14.6'

14.7'

11.3'

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40.3'

9.7'

6.1'

18.1'

19.8'

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23.8'

4.5'

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DRAINAGE SWALE

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6.7'

4.4'

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PORT ISABEL, CAMERON COUNTY, TEXAS

BASIS OF BEARINGS

GRID NORTH BASED ON TEXAS STATE

PLANE COORDINATE SYSTEM 1983

SOUTH ZONE

TOPOGRAPHIC SURVEY FOR

PORT ISABEL DETENTION CENTER (PIDC)

VERTICAL DATUM

NAVD88 (BASED ON OPUS OBSERVATION)

KITCHEN BUILDING & LIFT STATION AREA

T H

E R

P P

E A

A T

L O

R O

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K I N

G S

W E

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P P

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W E

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SEE SHEET 2 FOR TOPOGRAPHIC DETAILS

1-V-103

O F

US Army Corps of Engineers ®

SHEET ID

1 2 3 4 5 6 7 8 9 10 r e e t

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1-C-001

US Army Corps of Engineers ®

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DH ML RW

As in dic ate d

DEMOLITION NOTES:

1. PRIOR TO ANY DEMOLITION, COORDINATE AND SCHEDULE WORK WITH COR AND PIDC.

2. PIDC / GOVERNMENT RESERVES THE RIGHT TO KEEP ANY GOVERNMENT EQUIPMENT OR MATERIALS THAT

ARE DEEMED USABLE BY THE PIDC/ GOVERNMENT, SUCH AS EXISTING A/C UNITS, ELECTRICAL PANELS OR

OTHER EQUIPMENT.

3. EACH ITEM OF EQUIPMENT, RECEPTACLES, LIGHT FIXTURES, MOTORS, ETC, SHOWN TO BE

DEMOLISHED SHALL HAVE ITS ASSOCIATED CIRCUITRY REMOVED BACK TO THE PROTECTIVE DEVICE IN THE

PANEL, SWITCHBOARD, POWER POLE, ETC..

4. WHERE CONDUIT IS ASSOCIATED WITH AN ITEM SHOWN TO BE REMOVED AND IS IN AN INACCESSIBLE AREA

SUCH AS ENCASED IN CONCRETE, ONLY THAT INACCESSIBLE CONDUIT SHALL BE ABANDONED IN PLACE.

ALL CONDUCTORS SHALL BE REMOVED, THEN CONDUIT SHALL BE SEALED , CAPPED, OR

OTHERWISE TERMINATED IN A SAFE MANNER ACCEPTABLE TO THE CONSTRUCTION MANAGER.

5. THE ASSOCIATED CIRCUITRY AND WIRING, WHETHER IN CONDUIT OR DIRECT BURIAL, SHALL BE REMOVED TO

30" BELOW FINISHED GRADE. REMAINDER 30" BELOW GRADE SHALL BE ABANDONED IN PLACE SO THAT

EXISTING TREE ROOT AND / OR SURROUNDING PLANT LIFE ARE NOT DISTURBED.

7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE THAT MAY OCCUR TO ITEMS OR AREAS NOT IN THIS

CONTRACT AND SHALL REPLACE OR REPAIR ANY DAMAGE THAT MAY OCCUR WHILE IN PERFORMANCE OF THIS

WORK AT NO COST TO THE OWNER.

8. FOUNDATIONS SHALL BE REMOVED TO AT LEAST 2 FEET BELOW FINISHED GRADE.

L G

DRAINAGE:

EXISTING UTILITIES:

SWPPP:

GENERAL CIVIL NOTES:

1. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ADEQUATE DRAINAGE AT ALL TIMES DURING CONSTRUCTION

OF PROPOSED FACILITIES.

2. CONTRACTOR SHALL PROVIDE POSITIVE DRAINAGE AT ALL TIMES DURING THE INSTALLATION OF THE STRUCTURES

AND DRAINAGE IMPROVEMENTS.

1. IMPLEMENT SWPPP AS REQUIRED BY TCEQ REQUIREMENTS AND PROJECT SPECIFICATIONS PRIOR TO CONSTRUCTION IMPLEMENT

BEST MANAGEMENT PRACTICES (BMPS) DESCRIBED IN THE SWPPP TO REDUCE EROSION. SEE SECTION 01 57 19 ENVIRONMENTAL

CONTROLS.

2. THE CONTRACTOR SHALL ENSURE THAT BMPS ARE IN PLACE PRIOR TO AND DURING CONSTRUCTION OF THE FENCE. THE CONTRACTOR

IS RESPONSIBLE TO ENSURE THAT EROSION AND SEDIMENT CONTROL MEASURES COMPLY WITH FEDERAL, STATE AND LOCAL

REGULATIONS.

3. THE CONTRACTOR SHALL PROVIDE ONE SWPPP REPORT AND PLANS FOR CONSTRUCTION OF THE BASE BID AND OPTION ITEMS. PRIOR

TO START OF CONSTRUCTION, THE CONTRACTOR SHALL OBTAIN A NOTICE OF INTENT AND COMPLETE THE NOTICE OF ENDING UPON

COMPLETION.

4. THE COR RESERVES THE RIGHT TO REQUIRE THE CONTRACTOR TO MODIFY OR REVISE THE SWPPP TO ENSURE THAT ALL CURRENT

MEASURES TO PREVENT OFF-SITE MIGRATION OF POLLUTANTS, INCLUDING SOILS, ARE INCLUDED IN THE SWPPP. IF SWPPP DOES NOT

ADEQUATELY ADDRESS APPLICABLE BMPS OR IF THE CONTRACTING OFFICER DETERMINES THAT THE STORM WATER POLLUTION

PREVENTION REQUIREMENTS ARE NOT BEING MET.

1. COORDINATE WORK ACTIVITIES, INCLUDING ACCESS, WITH THE CONTRACTING OFFICER'S REPRESENTATIVE

(COR). ALL UTILITIES TO THE EXISTING KITCHEN MUST REMAIN IN SERVICE DURING CONSTRUCTION. ANY

TEMPORARY SERVICE INTERRUPTION FOR NEW CONNECTIONS SHALL BE COORDINATED WITH THE COR.

2. CONTRACTOR SHALL VISIT PROJECT SITE TO FAMILIARIZE THEMSELVES WITH THE SCOPE OF WORK, AND TO

FIELD VERIFY EXISTING CONDITIONS PRIOR TO BIDDING. ANY AMBIGUOUS ITEMS OR DISCREPANCIES SHALL BE

BROUGHT TO THE ATTENTION OF THE ARCHITECT IN WRITING PRIOR TO SUBMITTAL PROPOSAL.

3. THE CONTRACTOR IS TO COMPLY WITH FEDERAL, STATE AND LOCAL CODE REQUIREMENTS. ADDITIONALLY, THE CONTRACTOR IS TO COMPLETE TEXAS HEALTH DEPARTMENT NOTIFICATIONS AND SUBMIT FORMS AND

REQUIRED INFORMATION TO MEET "TEXAS COMMISSION OF ENVIRONMENTAL QUALITY" (TCEQ) REQUIREMENTS

PRIOR TO START OF PROJECT.

4. DO NOT SCALE DRAWINGS. IF DIMENSIONS ARE IN QUESTION, OBTAIN CLARIFICATIONS FROM THE

CONTRACTING OFFICER BEFORE CONTINUING THE WORK.

5. NOTIFY CONTRACTING OFFICER OF ANY VARIATION REQUIRED IN THE DIMENSIONS NOTED FOR INSTALLATION

OF EQUIPMENT BEFORE CONTINUING WITH THE WORK.

6. VERIFY DIMENSIONS BEFORE ORDERING MATERIALS AND PROCEEDING WITH THE WORK.

7. CONSTRUCTION IS DIVIDED INTO TWO PHASES. SEE SHEETS 1-CS104, 1-CS105 AND 1-CS106 FOR

CONSTRUCTION SEQUENCING AND FENCING.

8. GENERAL CONTRACTOR AND SUBCONTRACTORS ARE TO SCHEDULE AND COMPLETE THEIR WORK SO AS TO

KEEP MECHANICAL, ELECTRICAL, TELEPHONE, DATA, HVAC CONTROL(S),INTERCOM AND OTHER EXISTING

SYSTEMS OPERATIONAL IN THE EXISTING KITCHEN DURING AND CONSTRUCTION OF THIS PROJECT.

9. CONTRACTOR IS RESPONSIBLE FOR CONDITION OF ALL COMPLETED CONTRACTUAL WORK UNTIL FINAL

ACCEPTANCE OF PROJECT IS COMPLETED AND CONTRACTOR WARRANTY IS IMPLEMENTED.

10. EQUIPMENT AND MATERIAL NOT IN USE SHALL BE LOCATED OUTSIDE OF THE FENCED CONSTRUCTION AREA.

11. ALL BID ITEMS ARE COMPLETE IN PLACE, INCLUDING FURNISHING ALL MATERIALS, EQUIPMENT, TOOLS, SUPPLIES, INCIDENTALS, TRANSPORTATION AND EXPERIENCED PERSONNEL AND SUPERINTENDENCE

REQUIRED.

12. THE CONTRACTOR SHALL PROTECT ALL ADJACENT PROPERTY AND EXISTING AND NEW IMPROVEMENTS, AND

SHALL PROVIDE POSITIVE CONTROL OF EARTH SPILLAGE, CONSTRUCTION WATER AND RUNOFF WATER FROM

THE SITE.

13. ALL FEES AND PERMITS REQUIRED FOR THE WORK SHALL BE OBTAINED BY AND PAID FOR THE CONTRACTOR.

NO PROJECT EXTENSION WILL BE ALLOTTED DUE TO TIME REQUIRED TO OBTAIN PERMITS.

14. THE CONTRACTOR SHALL COMPLY WITH ALL LOCAL, STATE, AND FEDERAL REGULATIONS RELATED TO THE

SAFETY OF PERSONNEL AND THE PUBLIC ON THE JOB SITE, INCLUDING APPLICABLE OCCUPATIONAL SAFETY

AND HEALTH ADMINISTRATION REGULATIONS, AS WELL AS USACE EM 385-1-1.

15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SITE SECURITY AT THE STAGING AND STORAGE AREA DURING

CONSTRUCTION. TEMPORARY FENCING SHOWN ON THE PLANS FOR EACH PHASE SHALL BE INSTALLED BY THE

CONTRACTOR PRIOR TO CONSTRUCTION OF THE PROJECT PHASE. THE CONTRACTOR SHALL MAINTAIN THE

FENCING AND REPAIR ANY DAMAGE CAUSED BY CONSTRUCTION ACTIVITIES TO ICE'S SATISFACTION.

16. DURING THE COURSE OF ALL WORK ON THE PROJECT, THE CONTRACTOR SHALL ASSUME SOLE AND

COMPLETE RESPONSIBILITY FOR ALL JOB SITE CONDITIONS INCLUDING SAFETY OF ALL PERSONS AND

SECURITY OF ALL PROPERTY. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK USING THE SKILLS

AND ATTENTION UTILIZED WITHIN THE INDUSTRY. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL

CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES AND FOR COORDINATING

ALL PORTIONS OF THE WORK UNDER THIS CONTRACT. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND

NOT BE LIMITED TO NORMAL WORKING HOURS.

17. IF UNANTICIPATED CONDITIONS ARE ENCOUNTERED DURING THE COURSE OF CONSTRUCTION, THE

CONTRACTOR SHALL IMMEDIATELY BRING THE CONDITION TO THE ATTENTION OF THE CONTRACTING OFFICER.

18. A COPY OF THESE CONTRACT DRAWINGS SHALL BE KEPT IN AN EASILY ACCESSIBLE LOCATION ON THE

PROJECT SITE AT ALL TIMES DURING CONSTRUCTION.

19. THE CONTRACTOR SHALL PERFORM EXCAVATION IN A SAFE CONDITION. THE CONTRACTOR IS SOLELY

RESPONSIBLE FOR SHORING, SHEETING, DEWATERING , OR OTHER PROTECTIVE MEASURES TO PREVENT

DAMAGE TO ADJACENT PROPERTIES, STRUCTURES OR UTILITY FACILITIES.

20. ALL TRASH, RUBBLE, AND DEBRIS ENCOUNTERED WITHIN THE PROJECT LIMITS SHALL BE REMOVED AND

DISPOSED OF OFFSITE BY THE CONTRACTOR. ALL TRASH AND DEBRIS SHALL BE REMOVED FROM THE FENCED

CONSTRUCTION AREA DAILY. THE CONTRACTOR SHALL PAY ALL ASSOCIATED DUMPING FEES. NO BURNING

WILL BE ALLOWED ON THE PROJECT.

21. EXCAVATED EARTH MATERIAL MAY BE DISPOSED OF ON-SITE AT LOCATION CONFIRMED BY COR. UPON

COMPLETION OF THE PROJECT, THE SPOILS AREA SHALL BE GRADED AND SEEDED TO MATCH SURROUNDING

AREA.

1. LOCATIONS OF UNDERGROUND UTILITIES ARE FROM BEST INFORMATION AVAILABLE AT THE TIME THESE PLANS WERE

PREPARED. THE GOVERNMENT DOES NOT WARRANT THE ACCURACY OF THE INFORMATION AVAILABLE AT THE TIME THESE

PLANS WERE PREPARED. THE GOVERNMENT DOES NOT WARRANT THE ACCURACY OF THE INFORMATION PROVIDED. ANY

DEVIATION SHALL BE CALLED TO THE ATTENTION OF THE COR PRIOR TO PROCEEDING WITH WORK IN THE AREA OF FOUND

UTILITIES.

2. APPROXIMATE LOCATIONS OF KNOWN EXISTING UTILITIES ARE SHOWN. CONTRACTOR SHALL DETERMINE THE EXACT

HORIZONTAL AND VERTICAL LOCATIONS IN THE FIELD PRIOR TO COMMENCING WORK. CONTRACTOR TO BE FULLY

RESPONSIBLE FOR DAMAGES WHICH MIGHT OCCUR BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE EXISTING UTILITIES

AND /OR STRUCTURES.

3. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO HAVE ALL UTILITIES LOCATED AND MARKED PRIOR TO THE START OF

CONSTRUCTION. ANY FOUND UTILITIES NOT STATED ABOVE SHALL BE BROUGHT TO THE ATTENTION OF THE COR. FOR

DIRECTION. PRIOR TO PROCEEDING WITH CONSTRUCTION IN THE AREA OF SAID UTILITIES.

4. PUBLIC AND PRIVATE UTILITY LINES AND CUSTOMER SERVICE LINES MAY EXIST THAT ARE NOT SHOWN ON THE CONSTRUCTION

DRAWINGS. IT SHALL BE CONTRACTOR'S RESPONSIBILITY TO LOCATE, MAINTAIN AND PROTECT THE INTEGRITY OF THESE

LINES. HAND EXCAVATION MAY BE REQUIRED.

5. CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE UTILITY COMPANY TO RELOCATE OR DIVERT ANY UTILITY IN

CONFLICT WITH PROPOSED CONSTRUCTION SO AS NOT TO DISRUPT SERVICE OF IT. CONTRACTOR SHALL RESTORE, RELOCATED OR DIVERT UTILITY TO ITS ORIGINAL CONDITION AND LOCATION WHEN APPLICABLE UPON COMPLETION OF

CONSTRUCTION. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO MAKE ALL UTILITY ADJUSTMENTS AND ACQUIRE ALL

REQUIRED PERMITS FOR RELOCATION.

6. THE VERIFIED LOCATIONS OF ALL UTILITIES SHALL BE DEPICTED ON THE WORKING RECORD DRAWINGS AND FINAL AS-BUILT

DRAWINGS, INCLUDING ABANDONED UTILITIES AND MARKED AS SUCH.

STANDARD CIVIL SYMBOLS AND ABBREVIATIONS

ABBREVIATION

ABBREVIATIONS

DESCRIPTION SYMBOL

EXISTING

DESCRIPTION SYMBOL

PROPOSED

DESCRIPTION

BOT

CMP

COL

CONC

DIA

DWL

DWG(S)

ELEC

EQN

EXIST

EXP

GALV

HORIZ

MAX

MIN

MISC

PVMT

PVC

PROP

REINF

RCP

ROW

SAN

SCHED

SECT

STA

SWPP

SPECS

STM

SEW

TYP

TBR

UON

UIP

BOTTOM

CENTERLINE

CORRUGATED METAL PIPE

COLUMN

CONCRETE

DIAMETER

DOWEL

DRAWINGS

EACH WAY

ELEVATION

ELECTRICAL

EDGE OF PAVEMENT

EQUATION

EXISTING

EXPANSION

FINISH FLOOR

FIRE HYDRANT

FLOWLINE

GALVANIZED

GATE VALVE

GUTTER

HORSEPOWER

HORIZONTAL

INSIDE DIAMETER

IRON ROD

LEFT

MANHOLE

MAXIMUM

MINIMUM

MISCELLANEOUS

NUMBER

ON CENTER

OUTSIDE DIAMETER

PAVEMENT

POINT OF CURVATURE

POINT OF INTERSECTION

POINT OF TANGENCY

POLYVINYL CHLORIDE

PROPOSED

RADIUS

REINFORCING

REINFORCED CONCRETE PIPE

RIGHT

RIGHT OF WAY

SANITARY

SCHEDULE

SECTION

SILT FENCE

STATION

SANITARY SEWER

STORM WATER POLLUTION PREVENTION

SPECIFICATIONS

STORM

SEWER

TOP

TOP OF

TYPICAL

TO BE REMOVED

UNLESS OTHERWISE NOTED

USE IN PLACE

P-OH

P-UG

TEL

BOLLARD

FIRE HYDRANT

GRATE INLET

GUY WIRE

LIGHT POLE

POWER POLE

SANITARY MANHOLE

SIGN

TELEPHONE PEDESTAL

BENCHMARK AND/OR CONTROL POINT (AS NEEDED)

TREE STUMP

BOREHOLE

ELECTRIC BOX

ELECTRIC MANHOLE

COLUMN

AIR CONDITIONER

DECIDUOUS TREE

ELECTRIC METER

GAS METER

GAS VALVE

GAS VAULT

IRRIGATION VALVE

GAS MARKER

MAILBOX

SPOT ELEVATION

WATER METER

SANITARY SEWER LINE

STORM SEWER LINE

OVERHEAD POWER LINE

WOOD FENCE

GAS LINE

WOOD POST

UNDERGROUND ELECTRIC

TELEPHONE LINE

WATER LINE

CHAIN LINK FENCE

ASPHALT AREA

CONCRETE AREA

SANITARY CLEANOUT

SANITARY MANHOLE

TELEPHONE CABINET

TELEPHONE RISER

WATER VALVE

SPRINKLER CONTROL VALVE

TRAFFIC SIGNAL BOX

WATER METER

GRAVEL AREA

ELECTRICAL CABINET

TELEVISION CABLE BOX

ELECTRICAL SWITCH

STORM MANHOLE

X" W

X" SS

X" G

XX.XX

ASPHALT ROADWAY

CONCRETE PAVEMENT

GRAVEL SIDEWALK

SPOT ELEVATION

STRUCTURE TO BE DEMOLISHED

SANITARY SEWER MANHOLE

SANITARY SEWER LINE

WATER LINE

GAS LINE

COMMUNICATION PULL BOX

WATER LINE VALVE

CHAIN LINK FENCE

GAS VALVE

DRAINAGE SWALE

CONSTRUCTION LIMIT

NOTE: NOT ALL ABBREVIATIONS INDICATED MAY

APPEAR ON THESE DRAWINGS

REDUCER

TAPPING SLEEVE

BOLLARD

US Army Corps of Engineers ®

SHEET ID

1 2 3 4 5 6 7 8 9 10 r e e t

S u i

O m a h a

P h o n e

F a x

H i g h w a y

S u i

I r v i n g

L a c k l a a d

S u i

S t

L o u i s

P O

E U

R E

K A

LIC

N O.

B Y:

2H Y-

-C

-X

FOUO

E T

E G

R A

I V

E T

K W

S U

I T

O L

I V

E T

T E

FINAL RTA

2H Y-

-R

-0

U S

I M

M I G

R A

T I O

T O

O R

C E

M E

N T

P O

A B

E L

E T

E N

T I O

E N

T E

P O

A B

E L

DH ML RW

As in dic ate d

1-C-002

GREASE

TRAP

ELEC. SWITCH

& AIR CONDITIONER

ON METAL STAND

4" PVC DRAIN

FL N=17.32

FL S=17.36

ELEC. BOXES

ON CONC. PAD

(FLUSH WITH GRADE)

15" CMP

FL=15.61

15" CMP

FL=15.41

METAL

COVER

METAL COVER OVER

POWER GENERATOR

GATE

7' SECURITY CHAIN LINK

FENCE W/ 3 STRAND

BARBED WIRE

10' SECURITY CHAIN LINK

FENCE W/ CONSTANTINE WIRE

10' SECURITY CHAIN LINK FENCE

W/ 3 STRAND BARBED WIRE

10' SECURITY CHAIN LINK FENCE

W/ 3 STRAND BARBED WIRE

10' SECURITY CHAIN LINK

FENCE W/ CONSTANTINE WIRE

6" PVC DRAIN

FL N=16.60

FL S=16.81

FIRE

HYDRANT

WATER VALVE

CONC. LIGHT POLE

PEDESTAL

GAS

REGULATOR

ELEC. CABINET

METER & SWITCH

ELEC. TRANSFORMER

GRAVEL

GRASS

CONCRETE

PAD

CONCRETE

PAD

CONCRETE

PAD

CONCRETE

BUILDING

FFE=17.96'

CONCRETE

BUILDING

FFE=18.04'

CONCRETE

BUILDING

FFE=18.02'

A S

P H

A L T

A S

P H

A L T

C O

N C

R E

T E

C O

N C

R E

T E

TELEPHONE

BOX

ELEC. BOX W/ 1 DROP

& SWITCH ON CONC. PAD

ELEC. SWITCH

ON CONC. PAD

ELEC. BOX

(FLUSH WITH GRADE)

LIGHT POLE

FIRE DEPT.

CONNECTION

5 - 4" PVC DRAINS

FL SW=16.07

FL NE=16.05

ASPHALT PVMT

GAS VALVES

FIRE HYDRANT

BURIED ELECTRIC LINE

BUILDING

OVERHANG

BUILDING

OVERHANG

BUILDING

OVERHANG

GRASS

6" WOOD

BOLLARDS

ELEC.

CABINET

2-ELEC. DROPS

ELEC. BOX

W/ 5 DROPS

10' SECURITY CHAIN LINK FENCE

W/ 3 STRAND BARBED WIRE

BURIED ELEC

. LINES

LIGHT POLE

W/ ELEC. DROP

LIGHT POLE

W/ ELEC. DROP

CONC.

PAD

4" PVC DRAIN

FL NW=16.70

FL SE=16.96

15" RCP

FL NW=13.04

FL SE=13.28

NON-ACTIVE

WATERLINE

4" PVC DRAIN

FL W=15.98

FL E=15.70

CONCRETE PVMT

ASPHALT

CONC. ELECTRICAL

BUILDING

FIRE DEPT.

CONNECTION

CONC. VAULT

W/ METAL COVER

GRASS

WOOD

BOOTH

BLDG.

DIESEL

STORAGE

PAD

CONC. RAMP

W/ 3' STEEL RAILS

FIRE

HYDRANT

LIGHT POLE

WATER VALVE

TELEPHONE

PEDESTAL

FIRE

HYDRANT

FIRE

HYDRANT

DRAINAGE SWALE

GAS LINE

(LOCATION PER PIDC STAFF)

A T

3' GATE

ELECTRIC PEDESTAL

GENERATOR

& POWER SWITCH

3' GATE

ELEC. PEDESTAL

LIGHT POLE

POSSIBLE WATERLINE

(LOCATION NOT MARKED)

POSSIBLE WATERLINE

(LOCATION NOT MARKED)

30"

TREE

30"

TREE

30"

TREE

36"

TREE

LIGHT POLE

W/ ELEC. BOX

LIGHT POLE

W/ ELEC. BOX

POWER

POLE

W/ TRANSFORMER

WATER VALVES

ELEC. BOX

W/ WOOD

BOLLARDS

ELEC.

BOXES

ELEC. BOX

W/ WOOD

BOLLARDS

ELEC.

BOX

ELEC.

BOX

ELEC.

BOX

LIGHT

POLES

LIGHT

POLE

POWER POLE

W/ TRANSFORMER

POWER POLE

TELEPHONE

PEDESTAL

& LIGHT POLE

WATER VALVE

& WOOD BOLLARD

ELEC.

BOX

CLEANOUT

WATER

VALVE

ELEC.

BOX

CLEANOUTS

BURIED ELECTRIC TO

BUILDING

POSSIBLY FROM

GENERATOR

LOCATED ON THE

NORTH SIDE

NEAR LIFT STATION.

PIDC STAFF UNABLE

TO DETERMINE

LOCATION.

BURIED ELECTRIC TO

BUILDING

POSSIBLY FROM

GENERATOR

LOCATED ON THE

NORTH SIDE

NEAR LIFT STATION.

PIDC STAFF UNABLE TO

DETERMINE LOCATION.

10"

TREE

GRAVEL

LIGHT

POLE

ELEC.

BOX

ELEC.

BOX

GENERATOR

GAS LINE

(PER PIDC

STAFF)

GRAVEL

A T

TRASH COMPACTORS

A S

P H

A L

V M

G R

A V

E L

CONCRETE

CONCRETE PVMT

C O

N C

V M

GRAVEL

ASPHALT

CONC

A S

P H

A L

V M

SEMPER FI AVE.

A V

MEMORIAL DR.

PHASE 1

PHASE 2

UIP

PHASE 1

PHASE 2

20.84'

SITE CONTROL POINT #2

" IRON BAR W/ CAP

N: 16584635.75

E: 1365535.96

ELEV: 17.34'

SITE CONTROL POINT #3

" IRON BAR W/ CAP

N: 16584700.94

E: 1365224.28

ELEV: 15.58'

N: 16,584,555.200

E: 1,365,287.368

BEGIN FENCE DEMO

N: 16,584,475.051

E: 1,365,233.313

END FENCE DEMO

PHASE 1

PHASE 2

N: 16,584,527.466

E: 1,365,154.865

N: 16,584,482.571

E: 1,365,122.67

N: 16,584,445.252

E: 1,365,114.764

N:16,584,474.345

E: 1,365,134.650

CONCRETE

BUILDING

US Army Corps of Engineers ®

SHEET ID

1 2 3 4 5 6 7 8 9 10 r e e t

S u i

O m a h a

P h o n e

F a x

H i g h w a y

S u i

I r v i n g

L a c k l a a d

S u i

S t

L o u i s

P O

E U

R E

K A

LIC

N O.

B Y:

2H Y-

-C

-X

FOUO

E T

E G

R A

I V

E T

K W

S U

I T

O L

I V

E T

T E

FINAL RTA

2H Y-

-R

-0

U S

I M

M I G

R A

T I O

T O

O R

C E

M E

N T

P O

A B

E L

E T

E N

T I O

E N

T E

P O

A B

E L

DH ML RW

As in dic ate d

1-CD101

SCALE:

DEMOLITION PLAN

1:30_XREF

KEYED NOTES

- EXISTING BUILDING TO BE DEMOLISHED

AND ASSOCIATED UTILITIES

DISSCONNECTED AND REMOVED TO

SOURCE OR 20 FEET FROM BUILDING (AS

DIRECTED BY COR) AND CAPPED

- RIGID PAVEMENT DEMOLITION

1. THE CONTRACTOR SHALL NOT TAMPER WITH FEATURES MARKED "USE IN PLACE"

(UIP) DURING EXCAVATION

2. EXISTING FENCE TO BE DEMOLISHED

3. EXISTING SANITARY SEWER LINE TO BE ABANDONED IN PLACE AND FILLED WITH

FLOWABLE FILL.

4. PHASE 2 - EXISTING AC UNIT TO BE DEMOLISHED INCLUDING 4 FT. HIGH CONCRETE

PEDESTAL AND ELECTRIC SERVICE. TERMINATE ELECTRIC AT EXISTING KITCHEN

5. EXISTING TREE TO BE REMOVED

6. EXISTING GAS VALVES TO BE REMOVED

7. EXISTING 2" GAS LINE TO BE REMOVED. REMOVE WITHIN THE LIMIT OF PROPOSED 2"

GAS LINE (APPROX. 350 LF) SEE UTILITY PLAN DWG 1-CU-101

8. EXISTING UNDERGROUND TELEPHONE CABLE TO BE REMOVED, APPROX. 136 LF FROM

PULL BOX TO PULL BOX

9. PHASE 2 - EXISTING TRANSFORMER AND 2 PANELBOARDS. ALL EXISTING ELECTRICAL

EQUIPMENT AND ASSOCIATED CONDUCTORS SHALL BE ENTIRELY REMOVED, BACK

TO SOURCE. CIRCUIT BREAKERS SHALL BE LABELED AS SPARE.

10.EXISTING PVC DRAIN PIPE (36 LF) TO BE REMOVED

11.EXISTING CONC PAD TO BE REMOVED AND ANY UNDERGROUND UTILITY AS REQUIRED

12.PHASE 2 - EXISTING GREASE TRAP AND TELECOM BOX TO BE REMOVED

13.PHASE 2 DEMOLITION OF THE EXISTING LOADING DOCK, FREEZERS AND

REFRIGERATORS SHALL NOT BEGIN UNTIL THE NEW KITCHEN IS OPERATIONAL.

14.

15.EXISTING PVC DRAINS TO BE REMOVED AND REPLACED. SEE SHEET 1-CG101

16.WHEN NEW KITCHEN AND LIFT STATION IS OPERATIONAL AND NEW SANITARY SEWER

ON THE EAST SIDE IS COMPLETE CUT AND PLUG 8" SANITARY SEWER LINE AND FILL

SECTION OF EXISTING…

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