00_FHR_Combined Drawings_IFC.pdf

03/11/2021

US Army Corps of Engineers ®

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ISSUED FOR CONSTRUCTION

VICINITY MAP LOCATION MAP

PLAN NORTH

PROJECT SITE

PROJECT SITE

BALTIMORE DISTRICT,

2 HOPKINS PLAZA BALTIMORE, MD 21201

FORT HUACHUCA

SOLICITATION NO.: W912DR-19-F-0586

CONTRACT NO.: W912DR-18-D-0001

ISSUE DATE: MARCH 11, 2021

US Army Corps of Engineers ®

ARCHITECTURE, STRUCTURAL, MECHANICAL, PLUMBING,

TELECOMMUNICATIONS, SECURITY, & AUDIOVISUAL:

W ILEY | W ILSON

2850 EISENHOW ER AVE, SUITE 200

ALEXANDRIA, VA 22314

CIVIL:

C&S COMPANIES

2575 E CAMELBACK RD, SUITE 740

PHOENIX, AZ 85016

ELECTRICAL:

C&S COMPANIES

2355 NORTHSIDE DR, SUITE 350

SAN DIEGO, CA 92108

LIFE SAFETY, CODE ANALYSIS, & FIRE PROTECTION:

RHINO FIRE PROTECTION ENGINEERING

12359 SUNRISE VALLEY DR, SUITE 350

RESTON, VA 20191

PROJECT TEAM

BUILDING 51450 & 51451 RENOVATIONS

ISSUED FOR CONSTRUCTION

PLAN NORTH

M A

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D E

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03/11/2021 of Engineers ®

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SHEET INDEX

Sheet

Number Sheet Name

12_MECHANICAL

M-001 LEGEND AND ABBREVIATIONS

M-002 GENERAL NOTES

MD101 BUILDING 51450 - HVAC PLAN - DEMOLITION

MD102 BUILDING 51450 - PIPING PLAN - DEMOLITION

MD151 BUILDING 51451 - HVAC PLAN - DEMOLITION

MD152 BUILDING 51451 - PIPING PLAN - DEMOLITION

M-101 BUILDING 51450 - HVAC PLAN - NEW WORK

M-102 BUILDING 51450 - PIPING PLAN - NEW WORK

M-103 BUILDING 51450 - ROOF PLAN - NEW WORK

M-151 BUILDING 51451 - HVAC PLAN - NEW WORK

M-152 BUILDING 51451 - PIPING PLAN - NEW WORK

M-153 BUILDING 51451 - ROOF PLAN - NEW WORK

M-301 SECTIONS

M-401 ENLARGED PLANS

M-501 DETAILS

M-502 DETAILS

M-601 SCHEDULES

M-602 SCHEDULES

M-701 CONTROLS

M-702 CONTROLS

M-703 CONTROLS

M-704 CONTROLS

M-705 CONTROLS

M-801 NATURAL GAS RISER DIAGRAMS

13_ELECTRICAL

E-001 SYMBOLS & ABBREVIATIONS

ED100 SITE PLAN - DEMOLITION

ED101 BUILDING 51450 - LIGHTING - DEMOLITION

ED102 BUILDING 51450 - POWER - DEMOLITION

ED151 BUILDING 51451 - LIGHTING - DEMOLITION

ED152 BUILDING 51451 - POWER - DEMOLITION

E-100 SITE PLAN - NEW WORK

E-101 BUILDING 51450 - LIGHTING - NEW WORK

E-102 BUILDING 51540 - POWER - NEW WORK

E-103 BUILDING 51450 - MECH POWER - NEW WORK

E-151 BUILDING 51451 - LIGHTING - NEW WORK

E-152 BUILDING 51451 - POWER - NEW WORK

E-153 BUILDING 51451 - MECH POWER - NEW WORK

E-501 ELECTRICAL DETAILS

E-502 LIGHTING CONTROL DETAILS

E-601 LUMINAIRE SCHEDULE

E-602 ELECTRICAL PANEL SCHEDULES

E-603 ELECTRICAL PANEL SCHEDULES

E-604 ELECTRICAL PANEL SCHEDULES

E-701 ELECTRICAL SINGLE LINE DIAGRAM - DEMOLITION

E-702 ELECTRICAL SINGLE LINE DIAGRAM - NEW

14_TELECOMMUNICATIONS

TN001 ABBREVIATIONS, LEGEND AND GENERAL NOTES

TD100A BUILDING 51450 AND 51451 TELECOM SITE PLAN - DEMOLITION PART A

TD100B BUILDING 51450 AND 51451 TELECOM SITE PLAN - DEMOLITION PART B AND C

TD101 BUILDING 51450 - FLOOR PLAN - DEMOLITION

TD151 BUILDING 51451 - FLOOR PLAN - DEMOLITION

TC101 BUILDING 51450 - ABOVE CEILING CABLE TRAY PLAN - NEW WORK

TC151 BUILDING 51451 - ABOVE CEILING CABLE TRAY PLAN - NEW WORK

TN100A BUILDING 51450 AND 51451 TELECOM SITE PLAN - PART A

TN100B BUILDING 51450 AND 51451 TELECOM SITE PLAN - PART B AND C

TN101 BUILDING 51450 - FLOOR PLAN - NEW WORK

TN151 BUILDING 51451 - FLOOR PLAN - NEW WORK

TN301 BUILDING 51450 - EXTERIOR PATHWAY ELEVATION

TN351 BUILDING 51451 - EXTERIOR PATHWAY ELEVATION

TN401 BUILDING 51450 - COMM 109 ENLARGED PLANS AND ELEVATIONS

TN402 BUILDING 51450 - COMM 112 ENLARGED PLANS AND ELEVATIONS

TN403 BUILDING 51450 - COMM 118 ENLARGED PLANS AND ELEVATIONS

TN451 BUILDING 51451 - COMM 160 ENLARGED PLANS AND ELEVATIONS

TN452 BUILDING 51451 - COMM 170 ENLARGED PLANS AND ELEVATIONS

TN500 DETAILS

TN601 BUILDING 51450 - SCHEDULES

TN602 BUILDING 51450 - SCHEDULES

TN603 BUILDING 51450 - COPPER AND FIBER RISER DIAGRAMS

TN604 BUILDING 51450 - HYBRID FIBER COAX CATV DIAGRAM

TN605 BUILDING 51450 - GROUNDING RISER DIAGRAM

TN651 BUILDING 51451 - SCHEDULES

TN652 BUILDING 51451 - COPPER AND FIBER RISER DIAGRAM

TN653 BUILDING 51451 - GROUNDING RISER DIAGRAM

15_SECURITY

TY001 ABBREVIATIONS, LEGEND AND GENERAL NOTES

TY101 BUILDING 51450 - FLOOR PLAN - NEW WORK

TY102 BUILDING 51450 - REFLECTED CEILING PLAN - NEW WORK

TY151 BUILDING 51451 - FLOOR PLAN - NEW WORK

TY152 BUILDING 51451 - REFLECTED CEILING PLAN - NEW WORK

TY401 BUILDING 51450 - CORR 101A AND CORR 101B ENLARGED PLANS AND ELEVATIONS

TY451 BUILDING 51451 - CORR 151 ENLARGED PLAN AND ELEVATIONS

TY500 DETAILS

TY601 BUILDING 51450 - SECURITY RISER DIAGRAM

TY651 BUILDING 51451 - SECURITY RISER DIAGRAM

16_AUDIOVISUAL

TA001 ABBREVIATIONS, LEGEND AND GENERAL NOTES

TA101 BUILDING 51450 - FLOOR PLAN - NEW WORK

TA151 BUILDING 51451 - FLOOR PLAN - NEW WORK

TA401 BUILDING 51450 - INSCOM CONFERENCE ROOM 114 ENLARGED PLAN AND ELEVATIONS

TA402 BUILDING 51450 - INSCOM CONFERENCE ROOM 114 ENLARGED PLAN AND ELEVATIONS

TA500 DETAILS

TA600 CONFERENCE 114 VTC SYSTEM LINE DIAGRAM - PART 1

TA601 CONFERENCE 114 VTC SYSTEM LINE DIAGRAM - PART 2

SHEET INDEX

Sheet

Number Sheet Name

01_GENERAL

G-001 COVER SHEET

G-002 SHEET INDEX

G-003 GENERAL NOTES, ABBREVIATIONS

02_LIFE SAFETY

LS-001 LEGEND, ABBREVIATIONS, AND LIFE SAFETY GENERAL NOTES

LS-101 BUILDING 51450 - FLOOR PLAN - LIFE SAFETY

LS-151 BUILDING 51451 - FLOOR PLAN - LIFE SAFETY

03_CIVIL

C-001 LEGEND, QUANTITIES & GENERAL NOTES

C-100 GENERAL PLAN AND SURVEY CONTROL

CE100 EROSION CONTROL PLAN

CD100 DEMOLITION PLAN

CU100 UTILITY PLAN

CU101 UTILITY PROFILES

CG100 GRADING PLAN

CS100 SITE PLAN

CP100 PARKING PLAN

C-500 TYPICAL DETAILS

C-501 TYPICAL DETAILS

04_STRUCTURAL

S-001 GENERAL NOTES

S-101 BUILDING 51450 - FLOOR PLAN - NEW WORK

S-151 BUILDING 51451 - FLOOR PLAN - NEW WORK

S-501 TYPICAL DETAILS

S-502 TYPICAL DETAILS

08_ARCHITECTURAL

AD101 BUILDING 51450 - FLOOR PLAN - DEMOLITION

AD102 BUILDING 51450 - REFLECTED CEILING PLAN - DEMOLITION

AD103 BUILDING 51450 - ROOF PLAN - DEMOLITION

AD151 BUILDING 51451 - FLOOR PLAN - DEMOLITION

AD152 BUILDING 51451 - REFLECTED CEILING PLAN - DEMOLITION

AD153 BUILDING 51451 - ROOF PLAN - DEMOLITION

AD201 BUILDING 51450 - ELEVATIONS - DEMOLITION

AD251 BUILDING 51451 - ELEVATIONS - DEMOLITION

A-101 BUILDING 51450 - FLOOR PLAN - NEW WORK

A-102 BUILDING 51450 - REFLECTED CEILING PLAN - NEW WORK

A-103 BUILDING 51450 - ROOF PLAN - NEW WORK

A-151 BUILDING 51451 - FLOOR PLAN - NEW WORK

A-152 BUILDING 51451 - RELFECTED CEILING PLAN - NEW WORK

A-153 BUILDING 51451 - ROOF PLAN - NEW WORK

A-201 BUILDING 51450 - ELEVATIONS - NEW WORK

A-251 BUILDING 51451 - ELEVATIONS - NEW WORK

A-301 BUILDING 51450 - BUILDING SECTIONS

A-302 BUILDING 51450 - WALL SECTIONS

A-351 BUILDING 51451 - BUILDING SECTIONS

A-352 BUILDING 51451 - WALL SECTIONS

A-353 BUILDING 51451 - WALL SECTIONS

A-401 BUILDING 51450 - ENLARGED PLANS

A-402 BUILDING 51450 - ENLARGED RAMP & STAIR PLAN & ELEVATIONS

A-451 BUILDING 51451 - ENLARGED PLANS

A-452 BUILDING 51451 - ENLARGED STAIR PLANS & ELEVATIONS

A-453 CASEWORK ELEVATIONS & SECTIONS

A-501 DETAILS

A-502 STAIR & RAMP SECTIONS & DETAILS

A-503 STAIR SECTIONS

A-504 DETAILS

A-601 DOOR & WINDOW SCHEDULES

A-602 DOOR & WINDOW DETAILS

A-603 FINISH SCHEDULES

A-801 PARTITION TYPES

10_FIRE PROTECTION

FA-001 LEGEND, ABBREVIATIONS, AND FIRE ALARM GENERAL NOTES

FAD101 BUILDING 51450 - FIRE ALARM PLAN - DEMOLITION

FAD151 BUILDING 51451 - FIRE ALARM PLAN - DEMOLITION

FA-101 BUILDING 51450 - FIRE ALARM PLAN - NEW WORK

FA-151 BUILDING 51451 - FIRE ALARM PLAN - NEW WORK

FA-501 FIRE ALARM DETAILS

FA-601 RISER DIAGRAM AND OPERATING MATRIX

FP-001 LEGEND, ABBREVIATIONS, AND SPRINKLER GENERAL NOTES

FPD101 BUILDING 51450 - FIRE PROTECTON PLAN - DEMOLITION

FPD151 BUILDING 51451 - FIRE PROTECTION PLAN - DEMOLITION

FP-101 BUILDING 51450 - FIRE PROTECTION PLAN - NEW WORK

FP-151 BUILDING 51451 - FIRE PROTECTION PLAN - NEW WORK

FP-301 RISER DETAILS

FP-501 SPRINKLER DETAILS

11_PLUMBING

P-001 PLUMBING LEGEND AND ABBREVIATIONS

PD101 BUILDING 51450 - PLUMBING PLAN - DEMOLIITON

PD151 BUILDING 51451 - PLUMBING PLAN - DEMOLITION

P-101 BUILDING 51450 - PLUMBING PLANS - NEW WORK

P-151 BUILDING 51451 - PLUMBING PLANS - NEW WORK

P-401 BUILDING 51450 - PLUMBING ENLARGED PLANS - NEW WORK

P-451 BUILDING 51451 - PLUMBING ENLARGED PLANS - NEW WORK

P-501 DETAILS

P-502 DETAILS

P-601 SCHEDULES

P-701 BUILDING 51450 - RISER DIAGRAMS

P-751 BUILDING 51451 - RISER DIAGRAMS

M A

R K

D E

S C

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A

DRAWING ABBREVIATIONS

INDEX OF DRAWINGS

NUMBERING SYSTEM:

XX100

DISCIPLINE:

C - CIVIL

L - LANDSCAPE

A - ARCHITECTURE

M - MECHANICAL

E - ELECTRICAL

P - PLUMBING

S - STRUCTURAL

K - FOOD SERVICE

DISCIPLINE MODIFIER

ANNOTATION CALLOUTS/DRAWING SYMBOLS

GENERAL NOTES

A ---------------------

A LABEL CLASS A DOOR

A/C AIR CONDITION

A/C UNIT AIR CONDITIONING UNIT

A/E ARCHITECT/ENGINEER

AB ANCHOR BOLT

ACC ACCESSIBLE

ACS AUTOMATIC CONTROL SYSTEM

ACS DR ACCESS DOOR

ACS PNL ACCESS PANEL

ACT ACOUSTICAL CEILING TILE

ADA AMERICANS WITH DISABILITIES ACT

ADMIN ADMINISTRATION

AFC ABOVE FINISHED COUNTER

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

AFS ABOVE FINISHED SLAB

AGGR AGGREGATE

AHU AIR HANDLING UNIT

AIB AIR INFILTRATION BARRIER

ALT ALTERNATE

ALUM ALUMINUM

ANOD ANODIZE

APC ACOUSTICAL PANEL CEILING

APPROX APPROXIMATE

AR AS REQUIRED

ARCH ARCHITECT

ASC ABOVE SUSPENDED CEILING

ASSY ASSEMBLY

ATC ACOUSTICAL TILE CEILING

AVG AVERAGE

AW ARCHITECTURAL WOODWORK

AWT ACOUSTICAL WALL TREATMENT

B ---------------------

B LABEL CLASS B DOOR

BALC BALCONY

BB BASEBOARD

BC BOOKCASE

BD BOARD

BDRY BOUNDARY

BFF BELOW FINISH FLOOR

BHMA BUILDER'S HARDWARE

MANUFACTURER'S ASSOCIATION

BLDG BUILDING

BLKG BLOCKING

BLT IN BUILT-IN

BN BULLNOSE

BOS BOTTOM OF STEEL

BOT BOTTOM

BP BUILDING PAPER

BRKT BRACKET

BSMT BASEMENT

BTWN BETWEEN

BUR BUILT-UP ROOFING

C ---------------------

C CONC CAST CONCRETE

C LABEL CLASS C DOOR

CAB CABINET

CATW CATWALK

CAV CAVITY

CBB CEMENTITIOUS (BACKER) BOARD

CD CONSTRUCTION DOCUMENTS

CDW CHILLED DRINKING WATER

CEM PLAS CEMENT PLASTER

CER CERAMIC

CF CONTRACTOR FURNISHED

CF/CI CONTRACTOR

FURNISHED/CONTRACTOR INSTALLED

CFE CONTRACTOR FURNISHED EQUIPMENT

CFLG COUNTERFLASHING

CFM CUBIC FEET PER MINUTE

CFMF COLD-FORMED METAL FRAMING

CFS CUBIC FEET PER SECOND

CG CORNER GUARD

CI CAST IRON

CIP CAST-IN-PLACE

CJ CONTROL JOINT

CL CENTER LINE

CLG CEILING

CLG DIFF CEILING DIFFUSER

CLG HTCEILING HEIGHT

CLL COLUMN LINE

CLO CLOSET

CLR COLOR

CLRM CLASSROOM

CMU CONCRETE MASONRY UNIT

CNDS CONDENSATE

CDR CARD READER

CO CLEANOUT

COL COLUMN

COMM COMMUNICATION

CONC CONCRETE

CONC FLR CONCRETE FLOOR

CONF CONFERENCE

CONT CONTINUE

COORDCOORDINATE

CORR CORRIDOR

CP CONCRETE PIPE

CPT CARPET

CR CONTROL ROOM

CS CAST STONE

CSWK CASEWORK

CT CERAMIC TILE

CTB CERAMIC TILE BASE

CTF CERAMIC TILE FLOOR

CTR CENTER

CU FT CUBIC FEET

CW CASEMENT WINDOW

D ---------------------

D DEPTH

D LABEL CLASS D DOOR

DBL DOUBLE

DEMO DEMOLITION

DEPT DEPARTMENT

DET DETAIL

DIA DIAMETER

DIR DIRECTION

DIST DISTANCE

DOC DOCUMENT

DR DOOR

DS DOWNSPOUT

E ---------------------

E LABEL CLASS E DOOR

EA EACH

EF EACH FACE

EIFS EXTERIOR INSULATION AND FINISH

SYSTEM

EJ EXPANSION JOINT

ES EACH SIDE

EL ELEVATION

ELEV ELEVATOR

ENTR ENTRANCE

EPS EXPANDED POLYSTYRENE BOARD

(INSULATION)

EQ EQUAL

EWC ELECTRIC WATER COOLER

EXP EXPOSED

EXT EXTERIOR

EXT EXTINGUISHER

EXT GREXTERIOR GRADE

F ---------------------

FA FIRE ALARM

FAAP FIRE ALARM ANNUNCIATOR PANEL

FAS BDFASCIA BOARD

FC BRKFACE BRICK

FCO FLOOR CLEANOUT

FD FLOOR DRAIN

FDTN FOUNDATION

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FED FEDERAL

FF FINISH FACE

FF EL FINISH FLOOR ELEVATION

FF INSUL FOIL BACKED INSULATION

FGL FIBERGLASS

FH FIRE HOSE

FHP FULL HEIGHT PARTITION

FIN FINISH

FIN BS FINISH BOTH SIDES

FIN FLRFINISH FLOOR

FIN GR FINISH GRADE

FIXT FIXTURE

FLDG FOLDING

FLEX FLEXIBLE

FLG FLOORING

FLMT FLUSH MOUNT

FLR FLOOR

FM FACTORY MUTUAL

FOC FACE OF CONCRETE

FOM FACE OF MASONRY

FR FIRE RESISTANT

FRG FIBER REINFORCED GYPSUM

FRMG FRAMING

FRP FIBERGLASS REINFORCED PLASTIC

FRTW FIRE RETARDANT TREATED WOOD

FS FEDERAL SPECIFICATION

FSTNR FASTENER

FT FEET

FTG FOOTING

FWC FABRIC WALLCOVERING

G ---------------------

G NATURAL GAS

GALV GALVANIZED

GB GRAB BAR

GFCI GOVERNMENT FURNISHED

CONTRACTOR INSTALLED

GFGI GOVERNMENT INSTALLED

GOVERNMENT INSTALLED

GFRG GLASS-FIBER-REINFORCED GYPSUM

GLZ GLAZING

GR FL GROUND FLOOR

GUT GUTTER

GYP BD GYPSUM BOARD

GYP PLAS GYPSUM PLASTER

H ---------------------

HB HOSE BIBB

HDPE HIGH DENSITY POLYETHYLENE

HDW HARDWARE

HDWD HARDWOOD

HEPA HIGH EFFICIENCY PARTICULATE AIR

(FILTER)

HM HOLLOW METAL

HMD HOLLOW METAL DOOR

HORIZ HORIZONTAL

HT HEIGHT

HYDR HYDRAULIC

I ---------------------

IBC INTERNATIONAL BUILDING CODE

INSUL INSULATION

INT INTERIOR

ILO IN LIEU OF

J ---------------------

JAN JANITOR

K ---------------------

KPD KEYPAD

KIT KITCHEN

KPL KICKPLATE

L ---------------------

LAM LAMINATE

LAV LAVATORY

LBR LUMBER

LBS POUND

LDG LANDING

LF LINEAR FEET (FOOT)

LIB LIBRARY

LIN LINEAR

LKR LOCKER

LOC LOCATION

LT LIGHT

LVDR LOUVER DOOR

LVR LOUVER

M ---------------------

MACH RM MACHINE ROOM

MATL MATERIAL

MAX MAXIMUM

MC MOISTURE CONTENT

MD METAL DECK

MECH MECHANICAL

MECH RM MECHANICAL ROOM

MEMB MEMBRANE

MF MILL FINISH

MFR MANUFACTURER

MID MIDDLE

MIL STD MILITARY STANDARD

MIN MINIMUM, MINUTE

MIRR MIRROR

MISC MISCELLANEOUS

MLDG MOLDING (MOULDING)

MO MASONRY OPENING

MOD MODIFY

MB MOISTURE BARRIER

MTG MOUNTING

MTL METAL

MVBL MOVABLE

MWP MEMBRANE WATERPROOFING

N ---------------------

N NORTH

NA NOT APPLICABLE

NFPA NATIONAL FIRE PROTECTION

ASSOCIATION

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NP NO PAINT

NRC NOISE REDUCTI

O -------------------

OA OVERALL

OC ON CENTER

OD OUTSIDE DIAMETER

OFD OVERFLOW DRAIN

OFF OFFICE

OGL OBSCURE GLASS

OPH OPPOSITE HAND

OPNG OPENING

OPP OPPOSITE

OPQ OPAQUE

OWSJ OPEN WEB STEEL JOIST

OPR OPERABLE

ORD OVERFLOW ROOF DRAIN

ORIG ORIGINAL

P --------------------

PA PUBLIC ADDRESS

PAR PARAPET

PAT PATTERN

PB PULL BOX

PBD PARTICLEBOARD

PCC PRECAST CONCRETE

PCF POUNDS PER CUBIC FOOT

PCT PERCENT

PERF PERFORATED

PERIM PERIMETER

PH PHASE

PIL PILASTER

PL PROPERTY LINE

PL GL PLATE GLASS

PLAM PLASTIC LAMINATE

PLAS PLASTER

PLBG PLUMBING

PLG PILING

PLYWD PLYWOOD

PNL PANEL

PP PL PUSH/PULL PLATE

PR PAIR

PRCST PRECAST

PRKG PARKING

PS CONC PRESTRESSED CONCRETE

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT PRESSURE TREATED

PTD PAPER TOWEL DISPENSER

PTDR PAPER TOWEL DISPENSER AND

RECEPTACLE

PTN PARTITION

PWR POWER

Q --------------------

QT QUARRY TILE

QTY QUANTITY

R --------------------

RB RESILIENT BASE

RBM REINFORCED BRICK MASONRY

RBR RUBBER

RC REINFORCED CONCRETE

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

RDG INS RIGID INSULATION, SOLID

REC RECESSED

REC ROOM RECREATION ROOM

REF REFERENCE

REM REMOVABLE

REP REPAIR

REPL REPLACE

REQ REQUIRE

REQD REQUIRED

RESIL RESILIENT

REST RESTROOM

RF RESILIENT FLOORING

RFG ROOFING

RH ROOF HATCH

RHR RIGHT HAND REVERSE

RL ROOF LEADER

RLG RAILING

RM ROOM

RO ROUGH OPENING

RSD ROLLING STEEL DOOR

RV ROOF VENT

RVL REVEAL

REFER TO A/E/C CAD STANDARD FOR

SHEET NUMBERINGSTANDARDS

REVISION

TAG

NORTH ARROW w/

TRUE NORTH

INDICATION

ROOM TAG

ELEVATION NUMBER

SECTION

EXTERIOR ELEVATION

ENLARGEMENT,

DETAIL

SPOT ELEVATION

LEVEL NAME

SHEET NUMBER

SHEET NUMBER

SHEET NUMBER

A SHEET KEYNOTE

INTERIOR ELEVATION

SHEET NUMBER

PLAN NORTH

A101

SIM

A101

A101

1 Ref

R e f

1Ref

R e f

Name

Elevation

S --------------------

SB SPLASH BLOCK

SCHED SCHEDULE

SD SMOKE DETECTOR

SF SQUARE FOOT (FEET)

SFTWDSOFTWOOD

SGL SINGLE

SHT MTL FLASH SHEET METAL

(FLASHING)

SHTHG SHEATHING

SHV SHELVING

SIM SIMILAR

SJ SCORED JOINT

SKLT SKYLIGHT

SLNT SEALANT

SMK SMOKE

SMLS SEAMLESS

SP EL SPOT ELEVATION

SPEC SPECIFICATION

SQ SQUARE

SQ IN SQUARE INCH

SQ YD SQUARE YARD

SST STAINLESS STEEL

ST STAIRS

STD STANDARD

STL JST STEEL JOIST

STL RF DK STEEL ROOF DECK

STOR STORAGE

STR STRINGERS

STRB/HRN STROBE/HORN

SUB FL SUBFLOOR

SV SHEET VINYL

SW SIDEWALK

T --------------------

T TREAD

T/S TUB/SHOWER

TC TERRA COTTA

TD TRENCH DRAIN

TEL TELEPHONE

TEMP TEMPORARY

TER TERRAZZO

TFF TOP OF FINISH FLOOR

THK THICKNESS

TK BD TACKBOARD

TMPD GL TEMPERED GLASS

TN TRUE NORTH

TOF TOP OF FOOTING

TOM TOP OF MASONRY

TOP TOP OF PARAPET

TOPO TOPOGRAPHY

TOS TOP OF SLAB

TRANS TRANSOM

TRTD TREATED

TV TELEVISION

SHEET NUMBER WITHIN SERIES

A101

Room name

1i

WALL TAG

WINDOW TAG

000-0 DOOR TAG

03/11/2021

US Army Corps of Engineers ®

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ISSUED FOR CONSTRUCTION

1 THE DRAWINGS ARE PREPARED AND COORDINATED WITH THE PROJECT MANUAL WHICH INCLUDE TECHNICAL SPECIFICATIONS. THEY, ALONG WITH OTHER DOCUMENTS ISSUED BY WILEY | WILSON AND ENUMERATED IN THE OWNER-CONTRACTOR AGREEMENT, SHALL FORM THE CONSTRUCTION DOCUMENTS. A DIRECTIVE STATED IN ONE DOCUMENT SHALL BE UNDERSTOOD AS STATED IN ALL.

ANY AMBIGUITIES OR INCONSISTENCIES SHALL BE RESOLVED BY WILEY | WILSON.

2 MANUFACTURER'S NAMES AND/OR MODEL NUMBERS CITED ARE USED TO PROVIDE AN INDICATION OF QUALITY, STYLE AND/OR SIZE DESIRED. OTHER MANUFACTURERS ARE ACCEPTABLE IF

PRODUCTS ARE EQUAL IN QUALITY, STYLE AND SIZE.

3 MANUFACTURER'S NAMEPLATES, INCLUDING TRADEMARK AND OTHER IDENTIFYING SYMBOLS, SHALL NOT BE PERMITTED IN SURFACES VISIBLE TO THE PUBLIC, UNLESS OTHERWISE INDICATED IN THE

CONTRACT DOCUMENTS.

4 ALL WORK INDICATED SHALL INCLUDE ALL LABOR, MATERIALS AND FINISHED ASSEMBLIES NECESSARY TO MAKE A COMPLETE, PROPERLY WORKING AND FINISHED INSTALLATION.

5 THE OWNER RESERVES THE RIGHT TO REJECT MATERIAL AND OR WORK THAT IS NOT IN STRICT ACCORDANCE WITH THE CONTRACT DOCUMENTS.

6 ALL WORK SHALL BE IN ACCORDANCE WITH ACCEPTED HIGH QUALITY CONSTRUCTION PRACTICES AND STANDARDS AND DONE IN A WORKMAN-LIKE MANNER.

7 THE CONTRACTOR OR ANY OF HIS EMPLOYEES, OR SUB-CONTRACTORS SHALL NOT SCALE THESE DRAWINGS FOR DIMENSIONS. IF THERE IS ANY QUESTION CONCERNING THE DIMENSIONS THE

CONTRACTOR SHALL CONTACT THE ARCHITECT TO CLARIFY THE DIMENSIONS.

8 ANY DISCREPANCIES BETWEEN THE EXISTING CONDITIONS AND THE CONTRACT DOCUMENTS, OR ANY AMBIGUITIES OR INCONSISTENCIES CONTAINED THEREIN, SHALL BE REPORTED TO THE ARCHITECT IMMEDIATELY, AND A SUITABLE RESOLUTION ESTABLISHED PRIOR TO THE SUBMITTAL OF BIDS OR THE BEGINNING OF THE AFFECTED WORK. WORK THAT PROCEEDS IN VIOLATION OF THIS PRINCIPLE IS AT THE CONTRACTOR'S OWN RISK, AND THE COST OF ANY CHANGES REQUIRED BY THE CLIENT TO SUITABLY MODIFY SUCH WORK SHALL BE SOLELY THE RESPONSIBILITY OF THE

CONTRACTOR.

9 IF AN UNSAFE CONDITION OR A LIFE THREATHENING HAZARD IS NOTED AT THE SITE, NOTIFY THE AUTHORITY HAVING JURISDICTION IMMEDIATELY.

10 THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE AND GOVERNING CODES AND REGULATIONS; AND SHALL COMPLY WITH ALL LIFE SAFETY REQUIREMENTS OF APPLICABLE GOVERNING AUTHORITIES. ALL WORK SHALL BE PERFORMED IN STRICT ACCORDANCE WITH ALL APPLICABLE FEDERAL, STATE AND LOCAL CODES AND ORDINANCES.

11 THE CONTRACTOR SHALL CONFIRM AND VERIFY WITH THE OWNER PRIOR TO STARTING WORK ANY RULES OR REGULATIONS FOR THE USE AND CONSTRUCTION ON THE PROPERTY WITH RESPECT TO BUT NOT LIMITED TO HOURS OF CONSTRUCTION, LIMITS OF WORK, OPERATIONS OF THE BUILDING, SAFETY OF THE OWNERS EMPLOYEES OR GENERAL LOCATIONS OF DUMPSTERS, USE OF THE

OWNER’S UTILITIES AND FACILITIES, SCHEDULING OF DELIVERIES, ETC.

12 THE CONTRACTOR SHALL COORDINATE WITH THE OWNER ALL WORK SO AS TO AVOID DISRUPTION TO THE NORMAL OPERATIONS AND WORK OF THE OWNER.

13 THE CONTRACTOR SHALL SAFEGUARD THE OWNERS' PROPERTY AND ADJACENT PROPERTIES DURING CONSTRUCTION AND SHALL PROTECT FROM DAMAGE ANY EXISTING OR ADJACENT FINISHES, MATERIALS, FIXTURES OR BUILDING ASSEMBLIES. REPAIR ALL AREAS AFFECTED BY THE CONSTRUCTION AS REQUIRED TO MAINTAIN THEIR EXISTING APPEARANCE, UNLESS NOTED OTHERWISE.

14 THE CONTRACTOR SHALL VERIFY THAT THERE ARE NO UTILITIES IN THE AREA OF CONSTRUCTION BEFORE ANY WORK IS STARTED.

15 THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND CLEARANCES PRIOR TO THE COMMENCEMENT OF WORK OR ORDERING OF MATERIALS. ANY DEVIATIONS FROM THE CONTRACT DOCUMENTS SHALL BE REPORTED TO THE ARCHITECT IN WRITING PRIOR TO THE PROCEEDING WITH THAT PORTION OF WORK.

16 THE CONTRACTOR SHALL REMOVE ALL CONSTRUCTION AND/OR DEMOLITION DEBRIS FROM THE JOB SITE TO MAINTAIN A CLEAN AND SAFE ENVIRONMENT AND TO PREVENT THE POSSIBILITY OF A FIRE

OR LIFE SAFETY HAZARD.

17 THE CONTRACTOR SHALL COORDINATE ALL WORK INCLUDING, SOFFIT FRAMING AS NEEDED WITH ALL WORK SHOWN ON THE MECHANICAL, PLUMBING, FIRE-PROTECTION, ELECTRICAL AND

STRUCTURAL DRAWINGS.

18 THE CONTRACTOR SHALL NOT REMOVE, ALTER, LOAD, PENETRATE OR ADD TO ANY EXISTING BUILDING ASSEMBLY OR STRUCTURE WHICH MAY COMPROMISE ITS INTEGRITY OR STRUCTURAL STABILITY OR THE INTEGRITY AND STRUCTURAL STABILITY OF ADJACENT BUILDING ASSEMBLIES WITHOUT PRIOR INVESTIGATION, REMEDY OR ACTION.

19 THE CONTRACTOR SHALL INSTALL ALL MANUFACTURED ITEMS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS.

20 IF DEMOLITION IS REQUIRED, REPAIR ALL SURFACES AND FINISHES TO MATCH EXISTING, AFTER DEMOLITION IS COMPLETE. IF A PORTION OF AN EXISTING WALL TO REMAIN IS DEMOLISHED, THE

ENTIRE WALL OR CEILING SHALL BE PAINTED AFTER NEW CONSTRUCTION IS COMPLETED.

21 IF DEMOLITION IS REQUIRED, THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THE STRUCTURAL INTEGRITY OF THE BUILDING DURING DEMOLITION AND CONSTRUCTION. THE CONTRACTOR SHALL BRACE ALL STRUCTURAL ELEMENTS DURING DEMOLITION AND NEW CONSTRUCTION AS REQUIRED. THE CONTRACTOR SHALL INFORM THE ARCHITECT OF ANY STRUCTURAL CONDITIONS UNCOVERED DURING THE DEMOLITION AND NEW WORK WHICH ARE NOT ADDRESSED ON THE CONSTRUCTION DOCUMENTS.

22 DRAWING REFERENCES ARE FOR CONVENIENCE ONLY AND DO NOT LIMIT THE EXTENT OF APPLICATION OF THE DRAWINGS OR DETAILS. ALL DIMENSIONS, DESCRIPTIONS AND/OR SYMBOLS WITHIN A DRAWING ARE COMPLEMENTARY. DRAWINGS AND SPECIFICATIONS WHETHER TAKEN SEPARATELY OR TOGETHER ARE TO BE INTERPRETED ACCORDING TO THEIR FULL INTENT, MEANING, AND SPIRIT;

AND SHALL BE DEEMED TO EXPLAIN MUTUALLY EACH OTHER AND TO BE DESCRIPTION OF THE WORK TO BE DONE UNDER THE CONTACT.

23 THE FLOOR ELEVATIONS INDICATED ON ARCHITECTURAL DRAWINGS ARE REFERENCED FROM THE TOP OF THE FIRST FLOOR STRUCTURE/SLAB (DATUM) ELEVATION OF 00.00 FEET. REFER TO CIVIL

DRAWINGS FOR ABSOLUTE ELEVATION.

24 ALL INTERIOR DIMENSIONS ARE FROM THE FINISHED FACE OF WALL OR MASONRY STRUCTURE, UNLESS OTHERWISE NOTED.

25 ALL EXTERIOR DIMENSIONS ARE FROM THE EXTERIOR FACE OF WALL.

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UNCLASSIFIED // FOR OFFICIAL USE ONLY

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IFC SUBMITTAL

FIRE ALARM SYSTEM:

MANUAL FIRE ALARM PULL STATIONS, SPRINKILIER FLOW SWITCHES,

SPOT SMOKE DETECTORS, DUCT SMOKE DETECTORS, VOICE MESSAGING,

ALERT STROBES, EMERGENCY TEXTUAL DISPLAY

STANDPIPES: NOT REQUIRED

WET-PIPE SPRINKLER SYSTEM: YES

FIRE PROTECTION: REQUIRED:

CORRIDOR RATING: 0 HR

EXIT ACCESS TRAVEL DISTANCE LIMIT: BUSINESS: 300 FT

ASSEMBLY: 250 FT

DEAD END LIMIT: BUSINESS: 50 FT

ASSEMBLY: 20 FT

COMMON PATH OF TRAVEL LIMIT: BUSINESS: 100 FT

ASSEMBLY: 75 FT (50>OCCUPANTS), 20 (50<OCCUPANTS)

WIDTH - EXIT DOOR CAPACITY FACTOR: 0.2

NUMBER OF EXITS: BUILDING 51450:

MIN 2 EXITS, ACTUAL 3

BUILDING 51451:

MIN 2 EXITS, ACTUAL 3

OCCUPANT LOAD:

BUSINESS: 150 SF/PERSON

COLLABORATION ROOM >450 SF: 15 SF/PERSON

CONCENTRATED BUSINESS: 50 SF/PERSON

COLLABORATION ROOM < 450 SF: 30 SF/PERSON

BUILDING EQUIPMENT SPACES: 500 SF/PERSON

ASSEMBLY LESS CONCENTRATED: 15 SF/PERSON

PER NFPA 101

MEANS OF EGRESS: REQUIRED:

OTHER ROOMS & ENCLOSED SPACES: BUSINESS: CLASS C

ASSEMBLY: CLASS C

EXIT ACCESS CORRIDORS: BUSINESS: CLASS C

ASSEMBLY: CLASS C

EXITS: BUSINESS: CLASS A

ASSEMBLY: CLASS B

INTERIOR FINISH REQUIREMENTS:

ROOF CONSTRUCTION: 0 HR

FLOOR CONSTRUCTION: 0 HR

EXTERIOR WALLS: 0 HR

BEARING EXTERIOR WALLS: 0 HR

BEARING INTERIOR WALLS: 0 HR

STRUCTURAL FRAME (NOTE 3): 0 HR

HEIGHT (STORIES): MAX 2, ACTUAL 1

SEPERATION: NONE REQUIRED PER IBC 508.2.4

CONSTRUCTION TYPE: IIB

BUILDING CLASSIFICATION: BUSINESS, WITH ACCESSORY PER IBC 508.2

PER IBC

BUILDING DESIGN TOPICS: REQUIRED:

NFPA 101 LIFE SAFETY CODE 2019

INTERNATIONAL BUILDING CODE 2018

UFC 3-600-01, CHANGE 3, MAY 2019

CODE INFORMATION LEGEND ABBREVIATIONS

A AMP

ABV ABOVE

A/E ARCHITECT/ENGINEER (OF RECORD)

ANSI AMERICAN NATIONAL STANDARDS INSTITUTE

A/S AUTOMATIC SPRINKLER

AWG AMERICAN WIRE GAGE

BLDG BUILDING

BOB BOTTOM OF BEAM

BOJ BOTTOM OF JOIST

C CEILING

CLO CLOSET

CMU CONCRETE MASONRY UNIT

COM COMMUNICATIONS

CONT CONTINUED

CORR CORRIDOR

DS DRY SPRINKLER

E EXISTING DEVICE

EC EXTENDED COVERAGE SPRINKLER

ELEC ELECTRIC

EOLR END OF LINE RESISTOR

EXIST EXISTING

EVID EVIDENCE

FACP FIRE ALARM CONTROL PANEL

FDC FIRE DEPARTMENT CONNECTION

GPM GALLONS PER MINUTE

IN INCH

J.C. JANITOR'S CLOSET

LAT LAY-IN ACOUSTICAL TILE

LED LIGHT EMITTING DIODE

MACH MACHINE

MECH MECHANICAL ROOM

MI MINERAL INSULATED

MNS MASS NOTIFICATION SYSTEM

MPS MANUAL PULL STATION

NAC NOTIFICATION APPLIANCE CIRCUIT

NFPA NATIONAL FIRE PROTECTION ASSOCIATION

NO. NUMBER

NOS. NUMBERS

NPT NATIONAL PIPE THREAD

NTS NOT TO SCALE

OPG OPENING

OS&Y OUTSIDE STEM AND YOKE

P PHASE

P.S. PIPE SHAFT

PSI POUNDS PER SQUARE INCH

QR QUICK RESPONSE

RM ROOM

SPKLR SPRINKLER

SSU STANDARD SPRAY UPRIGHT

STDP STANDPIPE

SF SQUARE FOOT

SPD SURGE PROTECTION DEVICE

STO STORAGE

TC TERMINAL CABINET

TOJ TOP OF JOIST

UNO UNLESS NOTED OTHERWISE

VAC VOLTS ALTERNATING CURRENT

WP WEATHER PROOF

W/ WITH

1 HOUR FIRE BARRIER

2 HOUR FIRE BARRIER

TRAVEL DISTANCE

COMMON PATH OF TRAVEL

EGRESS START

COMMON PATH OF TRAVEL

TRAVEL DISTANCE TO EXIT

TRAVEL DISTANCE TO EXIT

EXIT CAPACITY:

REQUIRED EXIT CAPACITY (# OF PERSONS)

MAXIMUM EXIT CAPACITY (# OF PERSONS)

OCCUPANCY USE CLASS (OCCUPANCY LOAD FACTOR)

SQUARE FOOTAGE OF AREA

NO. OF PERSONS

SECURE AREA

SF

OCC USE

TD:

TD:

CPT:

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ITRADS

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SECURE AREA

INSCOM

CONFERENCE

ROOM

COMM

ENTRY WAITING

ITRADS

DETACHMENT

CI PROGRAMS

BRANCH ROOM

ITRADS IT

STOR

IT STOR

106A

JAN

ELEC

COMM

B (15) 530 ft²

S (500) 325 ft²

S (500) 129 ft²

A (15) 206 ft²

A (15) 797 ft²

S (500) 99 ft²

B (50) 606 ft²

S (500) 189 ft²

B (50) 548 ft²

B (50) 673 ft²

B (50) 341 ft²

S (500) 25 ft²

S (500) 16 ft²

S (500) 176 ft²

S (500) 83 ft²

B (30) 354 ft²

12B (50) 385 ft²

B (50) 385 ft²

S (500) 24 ft²

TD:

TD:

CPT:

121' 10" 97' 8"

54' 8"

TD:

TD:

CPT:

90' 5" 83' 7"

39' 1"

DEPUTY

117B

CHIEF

117A

MENS

WOMENS

CORR

101A

DET 52 OFC

110A

DET 52 OFC

110B

BADGE

REPOSITORY

108A

CORR

101B

101B 101C

1 34 21 34 21 34

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UNCLASSIFIED // FOR OFFICIAL USE ONLY

UNCLASSIFIED // FOR OFFICIAL USE ONLY

BUILDING 51450 BUILDING 51451

PLAN NORTH

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IFC SUBMITTAL

8'4' 16'01/8" = 1'-0"C1 BUILDING 51450 - LIFE SAFETY FIRST FLOOR PLAN

Building 51450 Room Occupancies* Room Name Room

Number Area Occupancy Factor

Occupancy Capacity

ASSEMBLY

ENTRY WAITING 111 206 SF 15 14

INSCOM CONFERENCE ROOM 114 797 SF 15 54

BUSINESS

BREAK 4 530 SF 15 36

CYBER CAFE 115 354 SF 30 12

ITRADS IT 106 341 SF 50 7

CI PROGRAMS BRANCH ROOM 108 673 SF 50 14

ITRADS DETACHMENT 110 548 SF 50 11

ITRADS DETACHMENT SECURE AREA 116 606 SF 50 13

AOG 117 385 SF 50 8

BUSINESS 0 2262 SF 150 16

STORAGE

JAN 102 25 SF 500 1

IT STOR 106A 99 SF 500 1

STOR 107 129 SF 500 1

COMM 109 176 SF 500 1

COMM 112 189 SF 500 1

ELEC 113 16 SF 500 1

COMM 118 83 SF 500 1

MECH 119 325 SF 500 1

ELEC 120 24 SF 500 1

Building 51450 Occupancy Totals* Occupancy and Use Area Occupancy

Factor Occupancy

Capacity

ASSEMBLY 15: LESS CONCENTRATED 1002 SF 15 68

BUSINESS 15: COLLABORATION / TEAM ROOM (> 450SF) 530 SF 15 36

BUSINESS 30: COLLABORATION / TEAM ROOM (< 450SF) 354 SF 30 12

BUSINESS 50: CONCENTRATED USE 2554 SF 50 53

BUSINESS 150 2262 SF 150 16

STORAGE 500 1066 SF 500 9

7768 SF 194

507 192 111 33.67 0.2 169 169 47

101C 33.67 0.2 169 169 48 101B 33.67 0.2 169 169 97

Door ID Door Width Capacity Factor Capacity Max. Egress Capacity

Required Egress Capacity

Building 51450 Egress Capacities*

* OCCUPANT LOADS AND EGRESS BASED ON NFPA 101

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EVID

308TH MI BN

FIELD OFC 902ND

MI GROUP

COMM

ELEC

INTERVIEW

159C

INTERVIEW

159B

COMM

MECH

JAN

ENTRY WAITING

G2

158 STOR

158A

STOR

156B

DIGITAL

FORENSICS

BREAK

ELEC

EVID

156A

B (30) 299 ft²

S (500) 209 ft²

1 S (500) 76 ft²

S (500) 35 ft²

S (500) 152 ft²

S (500) 250 ft²

S (500) 26 ft²

1S (500) 90 ft²

B (30) 139 ft²

B (30) 140 ft²

A (15) 305 ft²

B (50) 295 ft²

S (500) 109 ft²

S (500) 125 ft²

B (50) 1238 ft²

S (500) 180 ft²

B (30) 302 ft²

B (50) 1073 ft²

S (500) 16 ft²

159162B

1551 16 9 1 34 2 1 34

28 16

40 16

TD:

TD:

CPT:

79' 1" 88' 1"

28' 4"

TD:

TD:

CPT:

77' 1" 73' 6"

36' 11"

NCOIC OFC

CI OFC

OBS

TLT

159A MOTHER'S

WOMENS

MENS

CORR

ACQUISITIONS

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BUILDING 51450 BUILDING 51451

PLAN NORTH

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IFC SUBMITTAL

8'4' 16'01/8" = 1'-0"C1 BUILDING 51451 - LIFE SAFETY FLOOR PLAN

Building 51451 Room Occupancies* Room Name Room

Number Area Occupancy Factor

Occupancy Capacity

ASSEMBLY

ENTRY WAITING 159 305 SF 15 21

BUSINESS

BREAK 155 302 SF 30 11

INTERVIEW 159B 139 SF 30 5

INTERVIEW 159C 140 SF 30 5

TEAM ROOM 168 299 SF 30 10

DIGITAL FORENSICS 156 1238 SF 50 25

G2 158 295 SF 50 6

308TH MI BN FIELD OFC 902ND MI

GROUP

162 1073 SF 50 22

BUSINESS 0 1420 SF 150 10

STORAGE

JAN 152 26 SF 500 1

EVID 156A 180 SF 500 1

STOR 156B 125 SF 500 1

STOR 158A 109 SF 500 1

COMM 160 152 SF 500 1

ELEC 161 35 SF 500 1

EVID 167 90 SF 500 1

TARP STOR 169 209 SF 500 1

COMM 170 76 SF 500 1

MECH 171 250 SF 500 1

ELEC 172 16 SF 500 1

Building 51451 Occupancy Totals* Occupancy and Use Area Occupancy

Factor Occupancy

Capacity

ASSEMBLY 15: LESS CONCENTRATED 305 SF 15 21

BUSINESS 30: COLLABORATION / TEAM ROOM (< 450SF) 879 SF 30 31

BUSINESS 50: CONCENTRATED USE 2607 SF 50 53

BUSINESS 150 1420 SF 150 10

STORAGE 500 1268 SF 500 11

6478 SF 126

676 126 162B 33.67 0.2 169 169 40 159 33.67 0.2 169 169 29 155 33.67 0.2 169 169 28

001C 33.67 0.2 169 169 29

Door ID Door Width Capacity Factor Capacity Max. Egress Capacity

Required Egress Capacity

Building 51451 Egress Capacities*

* OCCUPANT LOADS AND EGRESS BASED ON NFPA 101

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2575 E. Camelback Road Suite 740 Phoeinix, Arizona 85016 Phone: 602-997-7536 Fax: 602-997-7592 www.cscos.com

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1. GENERAL NOTES

A. THE CONTRACTOR IS RESPONSIBLE FOR SITE SAFETY AND WAYS, MEANS

AND METHODS OF CONSTRUCTION.

B. THE CONTRACTOR SHALL COMPLY WITH APPLICABLE STATE, FEDERAL, AND

LOCAL CODES AND OBTAIN ALL NECESSARY LICENSES, PERMITS, AND

INCLUDING SWPPP STORM WATER REGULATIONS.

C. USE OF ARIZONA DEPARTMENT OF ENVIRONMENTAL QUALITY (ADEQ)

APPROVED DUST ABATEMENT WHEN DISTURBING THE SOIL, TO INCLUDE

FINAL SOIL LEVELING OPERATIONS. MAINTAIN RECORDS OF THE DATES ON

WHICH ANY DUST ABATEMENT IS PERFORMED AND THE CONTROL

MEASURES THAT WERE ADOPTED. COPIES OF RECORDS WILL BE

SUBMITTED TO THE FORT HUACHUCA ENVIRONMENTAL AND NATURAL

RESOURCES DIVISION: COMPLIANCE BRANCH.

D. THE GENERAL SPECIFICATIONS WHICH APPLY TO THE CONSTRUCTION

WORK AS SHOWN ON THE ENGINEERING PLANS, ARE CONTAINED IN UNIFIED

FACILITIES GUIDE SPECIFICATIONS OR AS SHOWN ON THESE DRAWINGS.

E. THE CONTRACTOR SHALL COMPLY WITH THE 23 AUG 07 MEMORANDUM

“MITIGATION OF SITE RUNOFF ASSOCIATED WITH CONSTRUCTION PROJECTS

AT FORT HUACHUCA”, SIGNED BY THE DIRECTOR OF PUBLIC WORKS.

F. ANY REGULATED WASTE GENERATED DURING THIS PROJECT MAY NOT BE

DISPOSED OF IN THE TRASH OR DUMPSTER. THE REGULATED WASTE

OFFICE IS RESPONSIBLE FOR TRACKING ALL REGULATED WASTE REMOVED

FROM FORT HUACHUCA PROPERTY AND WILL NEED A COPY OF REGULATED

WASTE DISPOSAL DOCUMENTS ASSOCIATED WITH THIS PROJECT.

G. APPROPRIATE EROSION CONTROL DEVICES THAT MEET ADEQ STANDARDS

AND SPECIFICATION SHALL BE IMPLEMENTED.

2. SURVEY

A. THE SURVEY WAS PERFORMED BY ALTA SURVEY ON 11/2/19. THE

COORDINATE SYSTEM IS ARIZONA EAST STATE PLANE ZONE, NAD83,

INTERNATIONAL FEET, FIPS 0201.

B. THE CONTRACTOR SHALL PRESERVE BENCHMARKS, REFERENCE POINTS

AND STAKES.

3. GENERAL GRADING

THE GRADING CONTRACTOR SHALL:

A. MAINTAIN PROPER SITE DRAINAGE AT ALL TIMES DURING THE COURSE OF

CONSTRUCTION, AND PREVENT STORM WATER FROM RUNNING INTO OR

STANDING IN EXCAVATED AREAS.

B. SPREAD AND COMPACT UNIFORMLY TO THE DEGREE SPECIFIED ALL EXCESS

TRENCH SPOIL AFTER COMPLETION OF THE UNDERGROUND IMPROVEMENTS

(EARTHWORK CONTRACTOR SHALL MAKE APPROPRIATE ADJUSTMENTS IN

ROUGH GRADING TO ACCOMMODATE TRENCH SPOIL).

C. PROVIDE WATER TO ADD TO DRY MATERIAL IN ORDER TO ADJUST THE

MOISTURE CONTENT FOR THE PURPOSE OF ACHIEVING THE SPECIFIED

COMPACTION.

D. UNSUITABLE MATERIAL SHALL BE CONSIDERED AS MATERIAL WHICH IS NOT

SUITABLE FOR THE SUPPORT OF PAVEMENT AND BUILDING CONSTRUCTION,

AND IS ENCOUNTERED BELOW NORMAL TOPSOIL DEPTHS AND THE

PROPOSED SUB-GRADE ELEVATION. THE DECISION TO REMOVE SAID

MATERIAL, AND TO WHAT EXTENT, SHALL BE MADE BY A SOILS ENGINEER

WITH CONCURRENCE OF THE OWNER.

4. GENERAL PAVING

THE PAVING CONTRACTOR SHALL:

A. REPAIR ANY BASE COURSE AND BINDER COURSE FAILURES PRIOR TO THE

INSTALLATION OF THE FINAL BITUMINOUS CONCRETE SURFACE COURSE.

B. SWEEP CLEAN THE BINDER COURSE PRIOR TO THE INSTALLATION OF THE

FINAL BITUMINOUS CONCRETE SURFACE COURSE. EXCESSIVE CLEANING

OF THE BINDER COURSE THAT MAY BE REQUIRED, AND IS NOT THE FAULT

OF THE PAVING CONTRACTOR, SHALL BE PAID FOR ON A TIME AND

MATERIAL BASIS BY PRIOR AGREEMENT WITH THE GENERAL CONTRACTOR.

5. INCIDENTAL TO CONSTRUCTION

THE CONTRACTOR SHALL:

A. ADHERE TO THE CRITERIA FOR THE SEPARATION BETWEEN WATERMAINS,

MAINS AND THE STORM AND SANITARY SEWER LINES AS DESCRIBED:

WHEREVER A SANITARY/COMBINED SEWER CROSSES UNDER A WATERMAIN,

THE MINIMUM VERTICAL DISTANCE FROM THE TOP OF THE SEWER TO THE

BOTTOM OF THE WATERMAIN SHALL BE 18 INCHES. FURTHERMORE, A

MINIMUM HORIZONTAL DISTANCE OF 10 FEET BETWEEN

SANITARY/COMBINED SEWERS AND WATERMAIN SHALL BE MAINTAINED

UNLESS: THE SEWER IS LAID IN A SEPARATE TRENCH, KEEPING A MINIMUM

18 INCH VERTICAL SEPARATION; OR THE SEWER IS LAID IN THE SAME

TRENCH WITH THE WATERMAIN LOCATED AT THE OPPOSITE SIDE ON A

BENCH OF UNDISTURBED EARTH, KEEPING A MINIMUM 18 INCH VERTICAL

SEPARATION. IF EITHER THE VERTICAL OR HORIZONTAL DISTANCES

DESCRIBED ABOVE CANNOT BE MAINTAINED, OR THE SEWER CROSSES

ABOVE THE WATERMAIN, THE SEWER SHALL BE CONSTRUCTED TO

WATERMAIN STANDARDS.

B. BE RESPONSIBLE TO PLACE, GRADE, AND COORDINATE WITH OTHER

CONTRACTORS, ALL UNDERGROUND UTILITY STRUCTURE FRAMES SUCH AS

MANHOLES, CATCH BASINS, AND INLETS.

C. BE AWARE OF POTENTIAL CONFLICTS WITH EXISTING UTILITIES. THE

CONTRACTOR SHALL EXCAVATE AROUND THE EXISTING UTILITIES TO

DETERMINE THEIR EXACT LOCATIONS AND ELEVATIONS PRIOR TO THE

CONSTRUCTION OF THE PROPOSED UTILITY IMPROVEMENTS.

D. PROVE POURED CONCRETE FILLETS CONFORMING TO THE SHAPE OF THE

PIPE IN ALL SANITARY AND STORM MANHOLES, AND INLETS.

E. BE RESPONSIBLE FOR MAINTAINING THE TOP OF ANY UTILITY TRENCH AT

LEAST TWO (2) FEET AWAY FROM ANY EXISTING OR PROPOSED CURB OR

PAVEMENT. IN THOSE INSTANCES WHERE THE TRENCH RUNS PARALLEL TO

THE SAID CURB OR PAVEMENT.

F. BE RESPONSIBLE FOR THE DE-WATERING OF UTILITY TRENCHES DURING

CONSTRUCTION AND PROVIDING THE NECESSARY TRENCH BRACING THAT

MAY BE REQUIRED IN ORDER TO ADHERE TO CURRENT SAFETY STANDARDS.

G. REMOVE SOFT MATERIAL THAT MAY BE ENCOUNTERED AT THE PIPE INVERT

ELEVATION TO A DEPTH OF AT LEAST ONE (1) FOOT BELOW THE BOTTOM OF

THE PIPE, AND BACKFILL WITH COMPACTED BEDDING MATERIAL.

H. REMOVE ALL EXCESS MATERIAL OFF THE SITE OF TO AN APPROVED

LOCATIONS DESIGNATED BY THE OWNER.

I. COMPLETE ANY REQUIRED ADJUSTMENTS OR RECONSTRUCTION TO ANY

EXISTING UTILITY STRUCTURES TO THE SATISFACTION OF THE UTILITY

OWNER, ADJUSTMENT AND/OR RECONSTRUCTION NOT CALLED FOR ON THE

PLANS SHALL BE CONSIDERED INCIDENTAL TO THE CONTRACT. NO MORE

THAN A TOTAL OF EIGHT (8) INCHES OF ADJUSTING OF RINGS SHALL BE

ALLOWED.

6. TESTING AND FINAL ACCEPTANCE

A. APPROVAL OF THE PAVEMENT SUB-GRADE BY THE OWNER'S GEOTECHNICAL

ENGINEER SHALL BE REQUIRED PRIOR TO THE PLACEMENT OF THE

PAVEMENT MATERIAL.

B. SANITARY SEWER MAINS AND SERVICES SHALL BE TESTED FOR LEAKAGE

AND DEFLECTION IN ACCORDANCE WITH THE REQUIREMENT OF FORT

HUACHUCA PRIOR TO THEIR FINAL ACCEPTANCE. ALLOWABLE TESTING

LIMITS SHALL BE AS DESCRIBED IN THE “GENERAL SPECIFICATIONS” UNLESS

THE LOCAL REQUIREMENTS ARE MORE RESTRICTIVE. SERVICE STUBS MUST

BE PROPERLY PLUGGED AND SEALED AND CLEARLY LOCATED AT THEIR

TERMINATION POINTS PRIOR TO TESTING. ALL SEWERS MAINS, SERVICE

LINES, AND MANHOLES SHALL BE CLEAN AND FREE OF DEBRIS PRIOR TO

THEIR FINAL ACCEPTANCE.

C. WATERMAINS SHALL BE TESTED IN ACCORDANCE WITH THE FORT

HUACHUCA REQUIREMENTS PRIOR TO ITS FINAL ACCEPTANCE. THE

PRESSURE AND LEAKAGE TESTS AND DISINFECTING OF THE MAINS SHALL

BE DESCRIBED IN THE “GENERAL SPECIFICATIONS” UNLESS THE LOCAL

REQUIREMENTS ARE MORE RESTRICTIVE. ALL VALVE VAULTS SHALL BE

CLEAN AND FREE OF DEBRIS AND WATER PRIOR TO THEIR FINAL

ACCEPTANCE. THE INDIVIDUAL SERVICE BOXES SHALL BE VISIBLE AND

CLEARLY LOCATED PRIOR TO THEIR FINAL ACCEPTANCE.

D. SPECIAL CONDITIONS - ALTERNATE SOLUTIONS SHALL BE PRESENTED TO

THE EPA WHEN EXTREME TOPOGRAPHICAL, GEOLOGICAL OR EXISTING

STRUCTURAL CONDITIONS MAKE STRICT COMPLIANCE WITH THE ABOVE (B)

OR (C) TECHNICALLY AND ECONOMICALLY IMPRACTICAL ALTERNATE

SOLUTIONS WILL BE APPROVED PROVIDED WATERTIGHT CONSTRUCTION

STRUCTURALLY EQUIVALENT TO APPROVED WATERMAIN MATERIAL IS

PROPOSED.

E. WATERMAINS AND WATER SERVICE LINES SHALL BE PROTECTED AGAINST

ENTRANCE OF HYDROCARBONS THROUGH DIFFUSION AND THROUGH ANY

MATERIAL USED IN CONSTRUCTION OF THE LINE.

7. IF THE CONTRACTOR IN THE COURSE OF WORK FIND ANY DISCREPANCIES BETWEEN

THE PLANS AND THE PHYSICAL CONDITIONS OF THE LOCALITY, OR ANY ERRORS OR

OMISSIONS IN THE PLANS OR IN THE LAYOUTS AS GIVEN BY THE ENGINEER, IT SHALL

BE HIS DUTY TO IMMEDIATELY INFORM THE ENGINEER, IN WRITING AND THE

ENGINEER WILL PROMPTLY VERIFY THE SAME, ANY WORK DONE AFTER SUCH A

DISCOVERY, UNTIL AUTHORIZED, WILL BE A THE CONTRACTOR'S RISK.

8. ASSURANCE OF COMPLIANCE WITH AMERICAN WITH DISABILITIES ACT (ADA) IS THE

RESPONSIBILITY OF THE OWNER/DEVELOPER.

9. THE TRAFFIC CONTROL DEVICES MUST COMPLY WITH THE MANUAL ON UNIFORM

TRAFFIC CONTROL DEVICES (MUTCD) AND APPROVED BY THE APPLICABLE STATE

DEPARTMENT OF TRANSPORTATION.

10. ALL PROJECT SIGNAGE TO BE PROVIDED BY FORT HUACHUCA.

DRAWING LEGEND GENERAL NOTES

WATER LINE

GAS LINE

EXISTING SEWER LINE

EXISTING ELECTRICAL LINE

EXISTING FENCE

EXISTING ELECTRICAL BOX

EXISTING OVERHEAD POWER LINE

EXISTING UTILITY POLE

EXISTING LIGHT POLE

EXISTING TRANSFORMER

EXISTING AIR CONDITIONING UNIT

EXISTING FIRE HYDRANT/RISER

EXISTING BOLLARD

EXISTING COMMUNICATIONS MAN HOLE

EXISTING GAS METER

EXISTING GAS VALVE

EXISTING SEWER MAN HOLE

EXISTING CLEAN OUT

EXISTING WATER VALVE

EXISTING COMMUNICATIONS HANDHOLE

EXISITNG COMMUNICATIONS VAULT

ELECTRICAL HANDHOLE

TELECOMMUNICATIONS HANDHOLE

EXISTING SIGN

EXISTING CONCRETE

EXISTING PAVEMENT

EXISTING BUILDING

EXISTING RETAINING WALLS

NEW WATER LINE

NEW SEWER LINE

NEW FIRE LINE

NEW FENCE

NEW SECURED FENCE

NEW ACCESSIBLE PARKING SPACE

NEW LIGHT POLE

NEW CLEAN OUT

SAND BAG BARRIER

NEW CONCRETE

NEW PAVEMENT

NEW GEOTEXTILE

NEW ROCK LANDSCAPE

NEW SEALCOAT

B

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51452 51453 51454

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2" 2"

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WORK AREA

CONTRACTOR

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2575 E. Camelback Road Suite 740 Phoeinix, Arizona 85016 Phone: 602-997-7536 Fax: 602-997-7592 www.cscos.com

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ISSUE FOR CONSTRUCTION

1" = 60'C1 GENERAL PLAN AND SURVEY CONTROL

60'30' 120'0

NO.

SET 60D NAIL "ALTA CONTROL"

PID DH5746 "CHAFFEE"

PID DH5748 "MAIN GATE"

640017.49

646519.61

656281.31

204048.26

207387.16

200731.08

PROJECT CONTROL POINTS

NORTHING EASTING DESCRIPTION

SET PK NAIL "ALTA CONTROL"640043.35203524.55

BASIS OF SURVEY IS PID DH578 "MAIN GATE".

CONTROL POINTS 1 AND 2 LOCATED OUT OF SCALED VIEW.

SET PK NAIL "ALTA CONTROL"640619.82203870.65

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Contact Arizona 811 at least two full working days before you begin excavation

Call 811 or click Arizona811.com

GENERAL SITE NOTES:

1. CONTRACTOR MUST SECURE ALL NECESSARY PERMITS PRIOR

TO STARTING WORK.

2. IF THE CONTRACTOR, IN THE COURSE OF THE WORK, FINDS ANY

DISCREPANCIES BETWEEN THE PLANS AND THE PHYSICAL

CONDITIONS OF THE LOCALITY, OR ANY ERRORS OR OMISSIONS

IN THE PLANS OR IN THE LAYOUT AS GIVEN BY THE ENGINEER, IT

SHALL BE HIS DUTY TO IMMEDIATELY INFORM THE ENGINEER, IN

WRITING, AND THE ENGINEER WILL PROMPTLY VERIFY THE

SAME. ANY WORK DONE AFTER SUCH A DISCOVERY, UNTIL

AUTHORIZED, WILL BE AT THE CONTRACTOR'S RISK.

3. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF

ALL SETBACKS, EASEMENTS, AND DIMENSIONS SHOWN HEREON

BEFORE BEGINNING CONSTRUCTION.

4. ALL CONSTRUCTION MATERIALS AND WORKMANSHIP SHALL BE

IN ACCORDANCE TO THE UNIFIED FACILITIES GUIDE

SPECIFICATIONS AND DETAILS.

5. ALL ADA REQUIRED SITE FEATURES SHALL BE CONSTRUCTED

TO MEET ALL FEDERAL, STATE AND LOCAL CODE.

6. THE CONTRACTOR SHALL CAREFULLY PRESERVE BENCHMARKS,

REFERENCE POINTS, AND STAKES.

7. ALL DIMENSIONS ARE FROM FACE OF BUILDING, CURB, AND

WALL UNLESS OTHERWISE SPECIFIED ON PLANS.

8. CONTRACTOR SHALL MAINTAIN THE SITE IN A MANNER SO THAT

WORKMEN AND PUBLIC SHALL BE PROTECTED FROM INJURY,

AND ADJOINING PROPERTY PROTECTED FROM DAMAGE.

9. CONTRACTOR IS RESPONSIBLE FOR DAMAGE TO ANY EXISTING

ITEM AND/OR MATERIAL INSIDE OR OUTSIDE CONTRACT LIMITS

DUE TO CONSTRUCTION OPERATION.

10. ALL STREET SURFACES, DRIVEWAYS, CULVERTS, CURB AND

GUTTERS, ROADSIDE DRAINAGE DITCHES AND OTHER

STRUCTURES THAT ARE DISTURBED OR DAMAGED IN ANY

MANNER AS A RESULT OF CONSTRUCTION SHALL BE REPLACED

OR REPAIRED IN ACCORDANCE WITH THE SPECIFICATIONS.

11. ALL ROAD WORK SHALL BE PERFORMED IN ACCORDANCE WITH

THE STATE AND LOCAL GOVERNMENT AGENCY SPECIFICATIONS.

P arking

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US Army Corps of Engineers ®

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C&S Engineers, Inc.

2575 E. Camelback Road Suite 740 Phoeinix, Arizona 85016 Phone: 602-997-7536 Fax: 602-997-7592 www.cscos.com

F

G

C

2 3 4 5 6 7 8 9 10

ISSUE FOR CONSTRUCTION

1" = 60'C1 EROSION AND SEDIMENT CONTROL PLAN

60'30' 120'0

1. PER ADEQ REQUIREMENTS, A NOTICE OF INTENT (NOI) FOR COVERAGE UNDER THE CONSTRUCTION ACTIVITY GENERAL PERMIT (CGP) SHALL BE SUBMITTED TO ADEQ PRIOR TO COMMENCING LAND

DEVELOPMENT OR GRADING ACTIVITIES.

2. CONTRACTOR/OWNER SHALL NOTIFY THE BASE INSPECTOR 24 HOURS PRIOR TO COMMENCING

ANY LAND DEVELOPMENT OR GRADING ACTIVITIES.

3. A COPY OF THE APPROVED GRADING AND DRAINAGE SITE PLAN, NOI APPROVAL NUMBER AND PERMIT, THE ESCP AND THE SWPPP SHALL BE MAINTAINED ON SITE AND AVAILABLE FOR REVIEW

BY THE TOWN INSPECTOR, REPRESENTATIVE OR ADEQ.

4. WHEN A NOI IS REQUIRED: THE CONTRACTOR SHALL PREPARE A STORM WATER POLLUTION

PREVENTION PLAN (A WRITTEN POLICIES AND PROCEDURES MANUAL IN ACCORDANCE WITH ADEQ) IN CONJUNCTION WITH THE ESCP FOR THE PROJECT. TO BE ACCESSED ON-SITE AT THE REQUEST

OF ADEQ.

5. CONTRACTOR/OWNER SHALL POST A SIGN OR OTHER NOTICE NEAR THE MAIN ENTRANCE OF THE CONSTRUCTION SITE WITH THE AZPDES AUTHORIZATION NUMBER FOR THE PROJECT, A COPY OF THE NOI, DESCRIPTION OF THE TYPE OF PROJECT AND THE NAME AND CONTACT INFORMATION.

6. CONTRACTOR/OWNER SHALL AT MINIMUM PERFORM A VISUAL INSPECTION OF THE CONSTRUCTION SITE ONCE EVERY FOURTEEN (14) DAYS. ALSO WITHIN 24 HOURS OF A RAINFALL EVENT GREATER

THAN OR EQUAL TO HALF AN INCH. CONTRACTOR/OWNER SHALL PREPARE AN INSPECTION LOG

DOCUMENTING FINDINGS. OPERATOR'S REPORT SHALL BE MADE AVAILABLE ONSITE AT FORT

HUACHUCA OR ADEQ'S REQUEST. EROSION CONTROL FACILITIES SHALL BE MAINTAINED OR

REPAIRED AS NECESSARY TO ENSURE FUNCTIONALITY THROUGHOUT THE DURATION OF THE

COMPLETION OF THE PROJECT.

7. CONTRACTOR/OWNER SHALL MAINTAIN COMPLIANCE WITH ALL REQUIREMENTS OUTLINED IN THE

ARIZONA POLLUTANT DISCHARGE ELIMINATION SYSTEM (AZPDES) CONSTRUCTION GENERAL

PERMIT ADMINISTERED BY ADEQ.

8. FACILITIES SHOWN ON THIS ESCP MUST BE CONSTRUCTED IN CONJUNCTION WITH ALL CLEARING AND GRADING ACTIVITIES IN SUCH A MANNER AS TO ENSURE THAT SEDIMENT LADEN WATER AND

CONSTRUCTION CONTAMINATION DOES NOT ENTER THE DRAINAGE SYSTEM/WASHES OR VIOLATE

ADEQ SWPP REQUIREMENTS. BMPS MUST BE INSTALLED AND IN OPERATION PRIOR TO ANY

GRADING OR CLEARING AND GRUBBING IS PERFORMED.

9. CONTRACTOR/OWNER SHALL SUBMIT A NOTICE OF TERMINATION (NOT) FOLLOWING COMPLETION OF CONSTRUCTION AND PERMANENT STABILIZATION AS OUTLINED IN THE AZPDES CONSTRUCTION

GENERAL PERMIT ADMINISTERED BY ADEQ.

10.CONTRACTOR/OWNER SHALL OBTAIN A DUST CONTROL PERMIT FROM COCHISE COUNTY AIR

QUALITY DEPARTMENT FOR ALL DUST GENERATING ACTIVITIES THAT DISTURB A 0.10 ACRE OR

GREATER AND IMPLEMENT ALL APPLICABLE CONTROL MEASURES AS OUTLINED IN COCHISE

COUNTY AIR POLLUTION CONTROL RULE 310.

11.THE CONTRACTOR THAT WILL BE OBTAINING THE GRADING AND DRAINAGE PERMIT MUST HAVE THE

NOI PERMIT ISSUED IN THEIR NAME PRIOR TO THE TOWN ISSUING A GRADING

CE-100

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Contact Arizona 811 at least two full working days before you begin excavation

Call 811 or click Arizona811.com

EROSION AND SEDIMENT CONTROL NOTES:

CONSTRUCTION NOTES

INSTALL SAND BAG BARRIER, TWO BAGS HIGH PER BMP HANDBOOK

NOTE: UTILITY LOCATIONS BASED ON 1989 ASBUILT PLANS. CONTRACTOR IS RESPONSIBLE

FOR ANY DAMAGE TO EXISTING STRUCTURES THAT ARE TO REMAIN IN PLACE.

DISTURBED SOIL AREA

B B

B

B B

B

B B B

B

BB

B

B

BB

B

BB

B B B B B B

B B

BB

B

BB BB BB BBBBBBBBBB

B

B

B B B

W

W

W W

W W

AC

AC

AC AC AC AC AC AC AC AC AC AC

AC

AC

ACAC AC AC AC AC AC AC AC AC AC

CO CO

CO

G

G

GG

G

G

G

G

C

E

E

C

C

C

S

51450 51451

51452 51453 51454

51449

10"

10"

6"

10"

10"

8"

2" 2"

8"

1"

3"

1"

N=203,528.10 E=640,058.60

N=203,930.30 E=640,254.05

N=203,750.50 E=640,172.31

N=203,725.18 E=640,232.72

N=203,733.29 E=640,213.37

N=203,478.79 E=640,129.46

N=203,994.51 E=640,100.75

N=203,906.33 E=640,311.27

N=203,899.61 E=640,283.08

N=203,891.76 E=640,302.56

N=203,785.30 E=640,260.31

N=203,780.36 E=640,255.85

N=203,909.50 E=640,259.03

N=203,320.24 E=640,124.49

N=203,354.38 E=640,076.18

N=203,412.18 E=640,139.15

N=203,296.94 E=640,185.16 N=203,314.69

E=640,198.57

N=203,276.58 E=640,212.72

N=203,295.26 E=640,225.94

N=203,393.64 E=640,161.07

N=203,246.47 E=640,191.43

N=203,324.51 E=640,246.62

N=203,288.01 E=640,187.69 N=203,342.78

E=640,220.79

N=203,916.54 E=640,241.92

N=203,910.41 E=640,301.57

N=204,046.58 E=640,125.11

N=204,037.31 E=640,147.25N=204,026.24

E=640,142.61

N=204,035.51 E=640,120.47

N=203,450.42 E=640,094.94

Contact Arizona 811 at least two full working days before you begin excavation

Call 811 or click Arizona811.com

1" = 40'C1 DEMOLITION PLAN

40'20' 80'0

CD100

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CONSTRUCTION NOTES

DEMOLISH BUILDING AND ALL ASSOCIATED AC…