B3_Solicitation_W9126G-16-R-0081_Drawings.pdf

PDF 37 MB Posted Jul 1, 2016

Attached to: AMOC Bldg March Air Reserve Base
Solicitation number: W9126G-16-R-0081
Issued by: Department of the Army Corps of Engineers Engineering District Fort Worth

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1 2 3 4 5

US Army Corps of Engineers ®

AIR AND MARINE OPERATIONS CENTER

(AMOC) EXPANSION BUILDING 605C

CORPS OF ENGINEERS

FORT WORTH, TEXAS

15 JUNE 2016

CUSTOMS AND BORDER PROTECTION

CONTRACT NUMBER : W9126G-15-D-0015

SOLICITATION NUMBER : W9126G-16-R-0081

MARCH AIR RESERVE BASE, CA

OFFICE OF AIR AND MARINE

US Army Corps of Engineers ®

SHEET ID

U S

Y C

O R

D R

A W N

B Y:

B M

D B

C H

E C

D B

S I

E D

E :

C O

N O

L I

N N

N U

1 2 3 4 5

H N

C H

E, C

O R

G-002

A N

D M

E O

P E R

N S

(A M

O C

O R

R T

W O

, T

U N

-1 6-

R -0

-1 5-

D -0

INDEX OF DRAWINGS

SHEET

NUMBER SHEET TITLE

FIRE PROTECTION

F-001 FIRE PROTECTION LEGEND, ABBREVIATIONS AND GENERAL NOTES

F-201 FIRE PROTECTION FLOOR PLAN - AREA A

F-202 FIRE PROTECTION FLOOR PLAN - AREA B

F-601 FIRE PROTECTION DIAGRAMS

PLUMBING

P-001 PLUMBING LEGEND, SYMBOLS AND ABBREVIATIONS

P-101 PLUMBING PARTIAL PLANS

P-102 PLUMBING FOUNDATION PLAN

P-202 PLUMBING FLOOR PLAN

P-401 PLUMBING ENLARGED PLANS

P-402 PLUMBING ENLARGED PLANS

P-501 PLUMBING SECTION

P-601 WASTE & VENT RISER DIAGRAM

P-602 DOMESTIC WATER RISER DIAGRAM

P-701 PLUMBING DETAILS

P-702 PLUMBING DETAILS

P-801 PLUMBING SCHEDULES

MECHANICAL

M-001 MECHANICAL LEGEND, SYMBOLS AND ABBREVIATIONS

M-201 HVAC FLOOR PLAN - AREA A

M-202 HVAC FLOOR PLAN - AREA B

M-203 HVAC PIPING FLOOR PLAN – AREA A

M-204 HVAC PIPING FLOOR PLAN – AREA B

M-301 HVAC ROOF PLAN – AREA A

M-302 HVAC ROOF PLAN – AREA B

M-401 HVAC ENLARGED PLANS

M-501 HVAC SECTIONS

M-601 HVAC CHILLED WATER PIPING DIAGRAM

M-602 HVAC HEATING WATER PIPING DIAGRAM

M-603 HVAC AIRFLOW DIAGRAMS

M-604 HVAC CONTROL DIAGRAMS

M-605 DDC CONTROL DIAGRAM

M-606 DDC POINTS LIST

M-607 SEQUENCE OF OPERATION

M-608 SEQUENCE OF OPERATION

M-701 HVAC DETAILS

M-702 HVAC DETAILS

M-801 MECHANICAL SCHEDULES

M-802 MECHANICAL SCHEDULES

ELECTRICAL

E-001 LEGEND AND ABBREVIATIONS

E-010 ELECTRICAL SITE PLAN

E-100 LIGHTING PLAN - AREA A

E-101 LIGHTING PLAN - AREA B

E-110 POWER PLAN - AREA A

E-111 POWER PLAN - AREA B

E-200 GROUNDING PLAN - AREA A

E-201 GROUNDING PLAN - AREA B

E-400 POWER ENLARGED PLANS

E-401 POWER AND GROUNDING ENLARGED PLANS

E-501 LIGHTING SCHEDULES

E-502 PANEL SCHEDULES

E-503 PANEL SCHEDULES

E-504 PANEL SCHEDULES

E-505 WIRE SCHEDULE

E-506 LIGHTING POLE DETAILS

E-601 POWER ONE LINE DIAGRAM

E-801 GROUNDING SYSTEM DETAILS

TELECOMMUNICATIONS

T-001 SYSTEMS LEGEND

T-101 SYSTEMS LAYOUT FLOOR PLAN - AREA A

T-102 SYSTEMS LAYOUT FLOOR PLAN - AREA B

T-400 COMMUNICATIONS ENLARGED PLANS

T-501 SECURITY DETAILS

T-502 SECURITY DETAILS

T-503 VSS INSTALLATION DETAILS

T-504 COMMUNICATION DETAILS

T-601 SYSTEM RISER DIAGRAMS

INDEX OF DRAWINGS

SHEET

NUMBER SHEET TITLE

ARCHITECTURAL

A-001 ARCHITECTURAL SITE PLAN

A-002 ENLARGED SITE PLANS & DETAILS

A-003 ENLARGED SITE PLANS & DETAILS

A-004 SITE DETAILS

A-005 SITE DETAILS

A-010 OVERALL FLOOR PLAN / PARTIAL SITE PLAN

A-011 SUB-SLAB VENTING PLAN - AREA A AND DETAILS

A-012 SUB-SLAB VENTING PLAN - AREA B

A-102 ANNOTATION FLOOR PLAN - AREA A

A-103 ANNOTATION FLOOR PLAN - AREA B

A-104 DIMENSION FLOOR PLAN - AREA A

A-105 DIMENSION FLOOR PLAN - AREA B

A-110 REFLECTED CEILING PLAN - AREA A

A-111 REFLECTED CEILING PLAN - AREA B

A-120 OVERALL ROOF PLAN

A-201 NORTH AND SOUTH ELEVATIONS

A-202 EAST AND WEST ELEVATIONS

A-203 ENLARGED INTERIOR ELEVATIONS

A-204 ENLARGED INTERIOR ELEVATIONS

A-301 BUILDING SECTIONS

A-310 WALL SECTIONS

A-311 WALL SECTIONS

A-312 WALL SECTIONS

A-313 WALL SECTIONS

A-320 SECTION DETAILS

A-321 SECTION DETAILS

A-330 PLAN DETAILS

A-331 PLAN DETAILS

A-400 ENLARGED FLOOR PLANS

A-501 CANOPY PLAN, SECTIONS, AND DETAILS

A-510 ROOF DETAILS

A-511 SKYLIGHT DETAILS

A-520 CEILING DETAILS

A-600 PARTITION TYPES / NOTES

A-601 PARTITION TYPES

A-602 PARTITION DETAILS

A-603 DOOR SCHEDULE AND DETAILS

A-604 DOOR DETAILS

A-610 WINDOW TYPES / SCHEDULE / STOREFRONT ELEVATIONS

A-611 STOREFRONT DETAILS

A-660 ACCESS FLOOR - PLAN AND DETAILS

A-670 MISC. DETAILS

A-680 ROOM AREAS AND FINISH SCHEDULES

A-700 MILLWORK SECTIONS AND DETAILS

A-710 SIGNAGE SCHEDULE

A-711 SIGNAGE SCHEDULE

INTERIORS

I-701 FURNITURE PLAN - AREA A

I-702 FURNITURE PLAN - AREA B

INDEX OF DRAWINGS

SHEET

NUMBER SHEET TITLE

GENERAL

G-001 COVER SHEET

G-002 SHEET INDEX

G-003 GENERAL NOTES, ABBREVIATIONS

G-004 PROJECT LOCATION MAP & HAUL ROUTE

G-005 EXISTING CONDITIONS SURVEY - NORTH

G-006 EXISTING CONDITIONS SURVEY - SOUTH

G-007 OPTIONS PLAN

G-008 EGRESS PLAN

G-009 FIRST FLOOR - LIFE SAFETY PLAN AREA A

G-010 FIRST FLOOR - LIFE SAFETY PLAN AREA B

BORING

B-100 BORING LOCATION SITE PLAN

B-101 BORING LOG

B-102 BORING LOG

B-103 BORING LOG

B-104 BORING LOG

CIVIL

CS-000 SITE DIMENSION CONTROL

CS-001 SITE DIMENSION CONTROL

CD-101 SITE DEMOLITION PLAN

CD-102 SITE DEMOLITION PLAN

CS-101 SITE PLAN

CS-102 SITE PLAN

CG-101 GRADING PLAN

CG-102 GRADING PLAN

CG-103 GRADING PLAN

CG-104 PREDEVELOPED DRAINAGE AREA MAP

CG-105 POSTDEVELOPED DRAINAGE AREA MAP

CP-101 PAVEMENT MARKING AND SIGNAGE PLAN

CP-102 PAVEMENT MARKING AND SIGNAGE PLAN

CP-103 PAVING PLAN

CP-104 PAVING PLAN

CP-105 JOINT LAYOUT PLAN

CP-106 FENCING PLAN

CP-107 FENCING PLAN

CP-501 PAVEMENT AND SIDEWALK DETAILS

CP-502 PAVEMENT AND SIDEWALK DETAILS

CP-503 PAVEMENT AND SIDEWALK DETAILS

CP-504 PAVEMENT MARKINGS AND SIGNAGE DETAILS

CP-505 PAVEMENT MARKINGS AND SIGNAGE DETAILS

CP-506 FENCE DETAILS

CP-507 FENCE DETAILS

CE-101 EROSION CONTROL PLAN

CE-102 EROSION CONTROL PLAN

CE-501 EROSION CONTROL DETAILS

CE-502 EROSION CONTROL DETAILS

CE-503 EROSION CONTROL DETAILS

CU-101 EXISTING UTILITIES

CU-102 PROPOSED UTILITIES

CU-501 UTILITY DETAILS

CU-502 UTILITY DETAILS

CU-503 UTILITY DETAILS

CU-504 UTILITY DETAILS

LANDSCAPE

LS-501 LANDSCAPE SCHEDULE AND DETAILS

STRUCTURAL

S-001 GENERAL STRUCTURAL NOTES

S-002 GENERAL STRUCTURAL NOTES

S-003 GENERAL STRUCTURAL NOTES

S-004 WIND LOAD DIAGRAMS

S-101 FOUNDATION PLAN - AREA A

S-102 FOUNDATION PLAN - AREA B

S-103 SLAB PLAN - AREA A

S-104 SLAB PLAN - AREA B

S-105 ROOF FRAMING PLAN - AREA A

S-106 ROOF FRAMING PLAN - AREA B

S-201 EAST AND WEST MASONRY REINFORCING ELEVATIONS

S-202 NORTH AND SOUTH MASONRY REINFORCING ELEVATIONS

S-203 FRAMING ELEVATIONS

S-501 TYPICAL FOUNDATION DETAILS

S-502 TYPICAL FOUNDATION DETAILS

S-510 FOUNDATION DETAILS

S-511 FOUNDATION DETAILS

S-512 FOUNDATION DETAILS

S-513 FOUNDATION DETAILS

S-514 FOUNDATION DETAILS

S-520 TYPICAL STEEL ROOF FRAMING DETAILS

S-521 TYPICAL STEEL ROOF DETAILS

S-530 STEEL FRAMING DETAILS

S-531 STEEL FRAMING DETAILS

S-540 TYPICAL MASONRY DETAILS

K D

N D

DRAWING ABBREVIATIONS BUILDING SUMMARYLEGEND

NUMBERING SYSTEM:

A-210/01

DISCIPLINE:

C - CIVIL

S - STRUCTURAL

A - ARCHITECTURE

I - INTERIORS / FURNITURE

F - FIRE PROTECTION

M - MECHANICAL

E - ELECTRICAL

P - PLUMBING

SERIES NUMBER

SHEET NUMBER WITHIN SERIES

NUMBER OF PLAN, DETAIL, ETC.

ON SHEET

CONCRETE/ PRECAST

CONCRETE

SOIL

SAND, OR SELECT FILL

CEMENT PLASTER

CMU

MINERAL WOOL SEMI RIGID

INSULATION

POLYISOCYANURATE RIGID

INSULATION

GYPSUM BOARD

CEMENT BOARD

PLYWOOD

COVER BOARD

MATERIALS

ANNOTATION CALLOUTS/DRAWING SYMBOLS

PROJECT INFORMATION

PROJECT NAME: AIR MARINE OPERATIONS CENTER (AMOC)

ADDRESS: MARCH AIR RESERVE BASE, RIVERSIDE, CALIFORNIA

PROPOSED USE: INFORMATION TECHNOLOGY / ADMINISTRATION

OWNER-CONTACT PERSON: MATTHEW SHUN, CESPL PROJECT MANAGER

PHONE: 213-309-4802

APPLICABLE CODES

- BUILDING CODE: 2012 INTERNATIONAL BUILDING CODE

- MECHANICAL: 2012 INTERNATIONAL MECHANICAL CODE

- PLUMBING: 2012 INTERNATIONAL PLUMBING CODE

- ELECTRICAL: 2014 NATIONAL ELECTRIC CODE

- LIFE SAFETY CODE - NFPA 101

- ACCESSIBILITY CODE: ARCHITECTURAL BARRIERS ACT (ABA)

- ENERGY CODE: 2012 INTERNATIONAL ENERGY CONSERVATION CODE

- FIRE CODE: 2012 INTERNATIONAL FIRE CODE

- FIRE CODE: UFC 3-600-01 FIRE PROTECTION ENGINEERING FOR FACILITIES

BUILDING PLANNING

OCCUPANCY: B (BUSINESS) A-3 (ASSEMBLY)

MIXED OCCUPANCY? YES

REQUIRED FIRE SEPARATION: 1-HOUR FIRE BARRIER

TYPE OF CONSTRUCTION

CONSTRUCTION TYPE: TYPE II-B

GENERAL BUILDING LIMITATIONS

- HEIGHT OF BUILDING: 23'

- NUMBER OF STORIES: 1

- MAXIMUM SINGLE FLOOR AREA: 130,000 S.F.

- TOTAL AREA OF BUILDING: 21,983 SQ.FT.

- PENTHOUSE AND ROOF STRUCTURE: N/A

- HIGH RISE: NO

- PARKING SPACES PROVIDED: 237 SPACES

- PARKING SPACES REQUIRED: 198 SPACES

- ACCESSIBLE PARKING SPACES PROVIDED: 10 SPACES

FIRE PROTECTION SYSTEMS

- FIRE EXTINGUISHING SYSTEM: YES

- STANDPIPE SYSTEM: NO TYPE N/A

- SMOKE CONTROL: NO CLASS N/A

FIRE RESISTANT CONSTRUCTION/FIREPROOFING SCHEDULE

ITEM REQ'D RATING / HR UL/FM # WHERE APPLICABLE

- EXTERIOR WALLS: LOAD BEARING

NON-LOAD BEARING

- FIRE/PARTY WALLS

- SHAFTS

- TENANT SEPARATION

- INTERIOR WALL: LOAD BEARING

NON-LOAD BEARING

- COLUMNS

- BEAMS

- FLOOR/CEILING

- ROOF/CEILING

ESSENTIAL FACILITY (CHAPTER 16, IBC)

ESSENTIAL FACILITY? YES

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

ACS FLR ACCESS FLOOR

ACT ACOUSTICAL CEILING TILE

ADA AMERICANS WITH DISABILITIES ACT

ADMIN ADMINISTRATION

AED AUTOMATED EXTERNAL DEFIBRILLATOR

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

ALAG STF ALUMINUM AND GLASS STOREFRONT

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 HT CEILING 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

COORD COORDINATE

CORR CORRIDOR

CP CONCRETE PIPE

CPNL CONCRETE PANEL

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

EHD ELECTRIC HAND DRYER

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

EW EACH WAY

EWC ELECTRIC WATER COOLER

EXP EXPOSED

EXT EXTERIOR

EXT EXTINGUISHER

EXT GR EXTERIOR GRADE

0 GRID / COLUMN

LINE DESIGNATOR

DOOR NUMBER

A3D1

WALL TYPE

WINDOW TYPE

Room name

101 ROOM NAME/NUMBER

REVISION CLOUD / TAG

PLAN NORTH

NORTH ARROW w/

TRUE NORTH INDICATION

N/AN/A

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

FA FIRE ALARM

FAAP FIRE ALARM ANNUNCIATOR PANEL

FAS BD FASCIA BOARD

FC BRK FACE 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

FG FLOOR GRILLE

FGL FIBERGLASS

FH FIRE HOSE

FHP FULL HEIGHT PARTITION

FIN FINISH

FIN BS FINISH BOTH SIDES

FIN FLR FINISH 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 FURNISHED 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

LVT LUXURY VINYL TILE

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

MG MIRROR

MH MOP HOLDER

MID MIDDLE

MIL STD MILITARY STANDARD

MIN MINIMUM, MINUTE

MIRR MIRROR

MISC MISCELLANEOUS

MLDG MOLDING (MOULDING)

MO MASONRY OPENING

MOD MODIFY

MB MOISTURE BARRIER

MRACP MOISTURE RESISTANT ACOUSTICAL CEILING

PANEL

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 REDUCTION COEFFICIENT

NTS NOT TO SCALE

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

PNT PAINT

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

PTL PORCELAIN TILE

PTD PAPER TOWEL DISPENSER

PTDWR PAPER TOWEL DISPENSER WASTE

RECEPTACLE

PTN PARTITION

PWR POWER

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

QT QUARRY TILE

QTY QUANTITY

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

RF RESILIENT FLOORING

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

RST STATIC RESISTANT VINYL TILE

RV ROOF VENT

RVL REVEAL

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

SACP SUSPENDED ACOUSTICAL CEILING PANELS

SB SPLASH BLOCK

SC SEALED CONCRETE

SCHED SCHEDULE

SD SOAP DISPENSER

SDR SMOKE DETECTOR

SF SQUARE FOOT (FEET)

SFTWD SOFTWOOD

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

SND SANITARY NAPKIN DISPENSER

SNTD SANITARY NAPKIN AND TAMPON DISPENSER

SP EL SPOT ELEVATION

SPEC SPECIFICATION

SQ SQUARE

SQ IN SQUARE INCH

SQ YD SQUARE YARD

SS SOLID SURFACE

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

TP TOILET PARTITION

TRANS TRANSOM

TRTD TREATED

TSCD TOILET SEAT COVER DISPENSER

TTDJ TOILET TISSUE DISPENSER JUMBO

TV TELEVISION

U --------------------

UNO UNLESS NOTED OTHERWISE

W --------------------

W WITH

WP WALL PANEL

WG WALL GUARD

WT WALL TILE

EGRESS ROUTE ID

AND SECTION

LENGTH

Room Rm_Occupancy

150 SF

EGRESS :Egress_ID Egress_Length

ROOM OCCUPANCY &

AREA

ELEVATION NUMBER

SECTION / DETAIL

EXTERIOR ELEVATION

ENLARGEMENT,

DETAIL

SPOT ELEVATION

Name Elevation

FLOOR LEVEL & NAME

PLATE NUMBER WHERE

SECTION/DETAIL IS DRAWN

PLATE NUMBER WHERE

SECTION/DETAIL IS DRAWN

PLATE NUMBER WHERE

SECTION/DETAIL IS DRAWN

A101

Ref

R ef

Ref

R ef

INTERIOR ELEVATION

A-101

PLATE NUMBER WHERE

SECTION/DETAIL IS

DRAWN

N/A N/A N/A N/A N/A N/A

N/A N/A N/A N/ARef

A-101

Ref

A-101

1 NUMBERED NOTE

PLASTER + LATH

FD FLOOR DRAIN

NOTE: REFER TO VARIOUS DISCIPLINE GENERAL NOTES

+ LEGEND SHEETS FOR SYMBOLS NOT SHOWN HERE

ALL DIMENSIONS SHOWN ARE TO FACE OF CMU OR INTERIOR FINISH FACE,

UNLESS NOTED OTHERWISE.

UNLESS DIMENSIONED OTHERWISE, THE HINGE CENTERLINE OF ALL NEW

DOOR FRAMES WHICH OCCUR IN STUD OR MASONRY WALLS SHALL BE

LOCATED 4" FROM ADJACENT INTERSECTING PARTITIONS.

PROVIDE 16 GA. SHEET METAL WHERE REQUIRED TO ANCHOR ALL EQUIPMENT,

ACCESSORIES, HANDRAILS, CASEWORK, ETC., COORDINATE WITH

APPROPRIATE TRADE AND / OR MANUFACTURER.

FLOOR MATERIAL TRANSITIONS SHALL OCCUR UNDER THE CENTERLINE OF THE

DOORS UNLESS NOTED OTHERWISE.

EFFECTIVELY ISOLATE ALL DISSIMILAR METALS TO PREVENT CORROSION AS

RECOMMENDED BY THE RESPECTIVE PRODUCT MANUFACTURER AND / OR

SUPPLIER.

THE CONTRACTOR SHALL BECOME THOROUGHLY FAMILIAR WITH THE

MECHANICAL, ELECTRICAL AND PLUMBING WORK AND SATISFY ALL

REQUIREMENTS FOR SUPPORT, FLOOR, WALL AND ROOF OPENINGS,

FLASHINGS AND CURBS, ETC. THE ARCHITECT SHALL BE NOTIFIED OF

CONFLICTS OR DISCREPANCIES PRIOR TO COMMENCEMENT OF

CONSTRUCTION.

DUCTS AND OTHER NEW EXPOSED TO VIEW ROOFTOP MOUNTED EQUIPMENT

IS TO BE PROVIDED WITH A PAINTED FINISH.

ALL EXTERIOR METAL FLASHINGS AND FABRICATIONS ARE TO BE GALVANIZED

AND PAINTED, U.N.O.

THE MANUFACTURERS PRODUCTS INDICATED ESTABLISHES THE BASIS OF

DESIGN FOR QUALITY, COLOR, AND FINISH OF THE PRODUCT. THIS IS NOT

INTENDED TO LIMIT THE SELECTION OF OTHER MANUFACTURERS FOR EQUAL

PRODUCTS.

ALL FASTENERS EXPOSED TO THE EXTERIOR, INCLUDING ROOF AREA

FASTENERS, SHALL BE TAMPER-RESISTANT.

GEN. NOTES RELATING TO SITE WORK

AT ALL EXTERIOR SITEWORK, CONTRACTOR IS REQUIRED TO SURVEY

EXISTING CONDITIONS TO DOCUMENT EXISTING LAYOUT AND GRADES IN

THE VICINITY OF NEW CONSTRUCTION, IN ORDER TO CONFIRM LAYOUT AS

DESIGNED. SUBMIT AN UPDATED LAYOUT OF WORK TO BE PERFORMED

FOR ALL RAMPS, WALKWAYS & PARKING UPGRADES. THIS LAYOUT IS TO

INCLUDE NEW PAVING AND CONCRETE FEATURES, JOINT TYPES LAYED-

OUT, CONCRETE WALKS, STEPS, AND RAMPS AND THEIR SLOPES,

HANDRAILS, DRAINAGE FEATURES, AND THE REGRADING REQUIRED TO

COMPLETE THE WORK. THIS SUBMITTAL MUST CONFIRM THAT THE

LAYOUT MEETS THE REQUIREMENTS OF ABA ACCESSIBILITY STANDARDS

AND APPLICABLE CODES.

THE CONTRACTOR MUST COMPLY WITH FEDERAL, STATE AND LOCAL

REGULATIONS REGARDING SEDIMENT AND EROSION CONTROL.

THE CONTRACTOR SHALL PROVIDE AND MAINTAIN EROSION PROTECTION

AROUND THE WORK AREAS.

THE CONTRACTOR SHALL UNDERTAKE PROPER METHODS TO REDUCE

DUST GENERATION FROM THE SITE.

VEHICLE PARKING AREAS, STAGING AREAS, STOCKPILES, SPOILS, ETC.

SHALL BE LOCATED SUCH THAT THEY WILL NOT ADVERSELY AFFECT

STORM WATER QUALITY. PROTECTIVE EROSION CONTROL MEASURES IN

THESE AREAS ARE NECESSARY.

A CONSTRUCTION ENTRANCE IS TO BE INSTALLED WHEN WORK IS

PERFORMED ON UNPAVED SURFACES. CONTRACTOR TO INSTALL

CONSTRUCTION ENTRANCE ACCEPTABLE TO LOCAL JURISDICTION.

STORE ALL TRASH AND BUILDING MATERIALS WASTE IN AN ENCLOSURE

UNTIL PROPER DISPOSAL AT OFF-SITE FACILITIES.

FOLLOWING COMPLETION OF WORK ALL DISTURBED SITE AREAS ARE TO

BE RETURNED TO THE PREVIOUS CONDITION PRIOR TO CONSTUCTION.

GENERAL CONTRACTOR SHALL MAINTAIN 24 HOUR ACCESS TO BUILDING

AND HANDICAP ACCESSIBLE PARKING ON SHORTEST POSSIBLE

ACCESSIBLE ROUTE TO AN ACCESSIBLE BUILDING ENTRANCE. PROVIDE

FIVE (5) TEMPORARY HANDICAP ACCESSIBLE PARKING SPACES WITH

ACCESS AISLES DURING CONSTRUCTION, UNLESS DIRECTED OTHERWISE

BY OWNER REPRESENTATIVE. GENERAL CONTRACTOR SHALL

COORDINATE ALL CONSTRUCTION RELATED ACTIVITIES WITH BUILDING

OWNER REPRESENTATIVE IN ORDER TO MAINTAIN ACCESSIBLE PARKING

AND BUILDING ACCESS AT ALL TIMES.

GENERAL NOTES RELATING TO

ELECTRICAL & CONTROLS

COORDINATION:

WORK BEING PERFORMED UNDER DIVISION 23 (HEATING, VENTILATING, AND

AIR CONDITIONING) IS CLOSELY RELATED TO AND DEPENDENT UPON WORK

BEING PERFORMED UNDER DIVISION 26 (ELECTRICAL). IT IS THE

CONTRACTOR'S RESPONSIBILITY TO FULLY UNDERSTAND THE WORK BEING

PERFORMED UNDER DIVISIONS 23 AND 26, TO DIVIDE AND PROPERLY ASSIGN

THIS WORK, AND TO ENSURE THAT SUCH CLOSELY RELATED AND

DEPENDENT SYSTEM COMPONENTS ARE PROVIDED IN THEIR COMPLETE

FORM IN THE FINISHED WORK.

US Army Corps of Engineers ®

SHEET ID

U S

Y C

O R

D R

A W N

B Y:

B M

D B

C H

E C

D B

S I

E D

E :

C O

N O

L I

N N

N U

1 2 3 4 5

H N

C H

E, C

O R

G-003

N O

T E S, A B B

O N

A N

D M

E O

P E R

N S

(A M

O C

O R

R T

W O

, T

Au th or

U N

- 1 6-

R -0

-1 5-

D -0

K D

N D

CO SIREN

D D

S ir

T T x x xxx xxxxxxxx

PROJECT

LOCATION

MAIN GATE

VISITOR CENTER

VEHICLE INSPECTION

GRAEBER STREET

CACTUS AVENUE

Y STREET

4T H

BUILDING 605

BASE CIVIL

ENGINEER

BASE SECURITY

HAUL ROUTE

ELSWORTH

STREET

GRAEBER STREET

HAUL ROUTE

MIDWAY STREET

5T H

CONTRACTOR GENERAL NOTES

ALL PERSONNEL WORKING ON THE PROJECT WILL BE REQUIRED TO HAVE SECURITY

CLEARANCE FROM MARCH AIR RESERVE BASE. COORDINATE ACCESS TIMES AND

PASSES WITH CONTRACTING OFFICER.

TRASH HAULING SYSTEM NOT AVAILABLE TO CONTRACTOR. DISPOSAL OF ALL

REFUSE, INCLUDING HAZARDOUS MATERIALS, IS REQUIRED OFF-BASE IN ACCORDANCE

TO LOCAL CODES.

CONTRACTOR EQUIPMENT AND MATERIAL STORAGE AREAS ARE AS DESIGNATED.

CONTRACTOR IS RESPONSIBLE FOR SECURITY OF ALL EQUIPMENT AND STORED

MATERIALS. NO ON-BASE COVERED STORAGE IS AVAILABLE TO THE CONTRACTOR.

CONTRACTOR IS RESPONSIBLE FOR PROVIDING TEMPORARY ELECTRICITY AND WATER

USED DURING CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR ALL NECESSARY

COMMUNICATIONS AND SANITARY UNITS. A TEMPORARY CONSTRUCTION TRAILER IS

PERMITTED. COORDINATE WITH CITY LIGHT & POWER PRIOR TO ARRANGE FOR

TEMPORARY ELECTRICAL POWER AND WITH WESTERN MUNICIPAL WATER DISTRCT TO

ARRANGE FOR CONSTRUCTION WATER.

CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE CAUSED BY CONSTRUCTION

ACTIVITIES.

REFERENCE SPECIFICATIONS FOR ADDITIONAL COORDINATION AND FEES ASSOCIATED

WITH CITY LIGHT & POWER AND WESTERN MUNICIPAL WATER DISTRICT.

PRIOR TO CONSTRUCTION, CONTRACTOR SHALL POTHOLE ALL UTILITIES TO VERIFY

LOCATION AND ELEVATION. THE ENGINEER SHALL BE NOTIFIED OF ANY

DISCREPANCIES BEFORE CONSTRUCTION BEGINS.

CONSTRUCTION SHALL COMPLY WITH THE LATEST FEDERAL, STATE, AND LOCAL

CODES AND REGULATIONS.

MORENO VALLEYRIVERSIDELOS ANGELES

ANAHEIM

SAN BERNADINO

TEMECULA

MARCH

ARB

21515

PASADENA

MARB / UTILITY ENTITY CONTACTS

MARCH AIR RESERVE BASE - ELECTRICAL ENGINEER

POC: LEO GROMOV, 951-655-2115, LEONID.GROMOV.3@US.AF.MIL

POC: ATIA ATIA, 951-655-7554, ATIA.ATIA.1@US.AF.MIL

MARCH AIR RESERVE BASE - ENVIRONMENTAL

POC: ERIC LEHTO, 951-655-5060, ERIC.LEHTO.1@US.AF.MIL

MARCH AIR RESERVE BASE - CIVIL ENGINEER

POC: THEODORE SCHINDLER, 951-655-2214,

THEODORE.SCHINDLER@US.AF.MIL

MARCH AIR RESERVE BASE - FIRE EMERGENCY SERVICES

POC: HAROLD STERNE, 951-655-5001, HAROLD.STERNE.1@US.AF.MIL

WATER AND SANITARY SEWER - WESTERN MUNICIPAL WATER DISTRICT

POC: TERI PATTON, 951-571-7276, TPATTON@WMWD.COM

POC: SERGIO FELIX, 951-571-7204, SFELIX@WMWD.COM

ELECTRICITY - CITY LIGHT & POWER

POC: FELIX ZAPATA, 562-714-9753, FEZ@CLPINC.COM

POC: SHANNON MOCKRIDGE, 562-983-2000, SRM@CLPINC.COM

POC: ROBERT COZART, REC@CLPINC.COM

GAS COMPANY - LINES OWNED AND OPERATED BY MARCH ARB.

POC: CAPLE YOUNG, 951-236-0533, CAPLE.YOUNG@US.AF.MIL

POC: RANDALL CRAIN, 951-961-8997, RANDALL.CRAIN@US.AF.MIL

POC: CHARLES FELARCA, 951-655-7142, CHARLES.FELARCA.CTR@US.AF.MIL

US Army Corps of Engineers ®

SHEET ID

U S

Y C

O R

D R

A W N

B Y:

B M

D B

C H

E C

D B

S I

E D

E :

C O

N O

L I

N N

N U

1 2 3 4 5

H N

C H

E, C

O R

G-004

I O N

M A P

R O

A N

D M

E O

P E R

N S

(A M

O C

O R

R T

W O

, T

D es ig ne r

D R

U N

-1 6-

R -0

-1 5-

D -0

1" = 400'-0"G-004

2 PROJECT LOCATION AND HAUL ROUTE

PLAN NORTH

1" = 1'-0"G-004

1 VICINITY MAP

K D

N D

15141514

(1513.54)

(1513.38)

(1513.36)

(1513.24)

(1512.85)

(1512.61)

(1512.34)

(1512.28)

(1512.05)

(1512.98)

(1513.77)

(1514.43)

(1514.02)

(1513.65)

(1513.27)

(1513.24) (1513.14)

(1513.31)

(1513.68)

(1514.00)

(1514.93)

(1514.60)

(1514.00)

(1513.73)

(1513.41)

(1513.05) (1513.13)

(1513.28)

(1513.41)

(1513.89)

(1515.11)

(1514.52)

(1513.61)

(1513.46)

(1513.32)

(1513.23) (1513.46)

(1513.44)

(1513.52)

(1513.79)

(1515.11)

(1514.64)

(1514.06)

(1513.62)

(1513.52)

(1513.62) (1513.65)

(1513.71)

(1513.93)

(1515.14)

(1513.93)

(1514.34)

(1514.07)

(1513.68)

(1513.97)

(1513.70)

(1513.52)

(1513.16)

(1514.61)

(1514.35) (1514.16) (1513.94) (1514.60) (1514.49) (1514.02) (1513.55) (1512.68)

(1514.75) (1514.80) (1514.59) (1514.23) (1514.04) (1513.67) (1513.09) (1512.56)

(1512.23) (1512.71) (1513.36) (1513.58)

(1513.72)

(1514.51) (1514.39) (1514.20) (1513.95)

(1513.60) (1513.82) (1513.94)

(1513.36) (1513.19) (1513.04)

(1513.20) (1513.73)

(1513.53) (1513.17) (1512.20) (1512.69) (1513.54) (1513.66) (1513.87) (1514.01) (1513.94) (1514.02) (1514.01) (1513.87) (1513.61)

Asphalt Asphalt

Conc Conc Conc Conc

Asphalt

Dirt Dirt

Dirt Dirt Dirt

Gravel Gravel Gravel Gravel

Conc

Dirt

Gravel

Gravel Dirt

Dirt

Asphalt

Dirt

Gravel

Asphalt

Gravel

Asphalt

UPM Water

UPM Sewer

UPM Gas

UPM Sewer

UPM Gas

UPM Water

E D

G E

O F

R O

C K

E D

G E

O F

R O

C K

CBE

(1513.25)

(1513.42)

(1513.87)

(1513.60)

(1513.76)

(1513 54)(1513 52)

(1514.46)

(1513.04) (1513.97)

(1512.63)

(1513.63)

(1514.09)

3759 3758

HUB

BORE HOLE

HUB

BORE HOLE

HUB

BORE HOLE

BORE HOLEBORE HOLE

Dia=16"

(1514.85) #12

OMW

(1512.79)RIM

(1514.46)RIM

(1514.95)RIM

SMH

GMH

TMH

#4535147E #4535146E STOP

FLAG

UWS

FLAG

UWS

FLAG

UWS

FLAG

UWS

FLAG

UWS

FLAG

UWS

FLAG

UWS FLAG

UWS

UWS Grass

FLAG

UWS

PARKING BLOCK

STOP

PARKING BLOCK PARKING BLOCK

HCR HCR

HCR

C R

O W

N O

F R D

Asphalt

C R

O W

N O

F R

D A sp h a lt C

R O

W N

O F

R D

A s p h a lt

FEN

E C L

H t=72"

FEN

E C L

Ht=72" FENCE CL Ht=72"

MATCH LINE

REF.

MATCH LINE

REF./1 G-006 /1 G-006

NORTH

SOUTH

MIDWAY ST

Y ST

4T H

S T

5T H

S T

KEY MAP

SURVEY COMPANY:

JOHNSON-FRANK +ASSOCIATES, INC.

5150 E. HUNTER AVE.

ANAHEIM, CA 92807

(714) 755-8877

POC: FRANK BACKES

US Army Corps of Engineers ®

SHEET ID

U S

Y C

O R

D R

A W N

B Y:

B M

D B

C H

E C

D B

S I

E D

E :

C O

N O

L I

N N

N U

1 2 3 4 5

H N

C H

E, C

O R

G-005

G C

O N

R V E

- N

O R

A N

D M

E O

P E R

N S

(A M

O C

O R

R T

W O

, T

D es ig ne r

D R

U N

-1 6-

R -0

-1 5-

D -0

1" = 20'-0"G-005

1 EXISTING CONDITIONS SURVEY - NORTH

PLAN NORTH

SCALE:

0 20' 40'

1" = 20' - 0"

20' 40'

K D

N D

FUEL

TANK

Dia=30" Ht=80"

TANK

Dia=11" Ht=30"

TANK

SIDEWALK

Dia=3 S-D

Dia=4 PIPE EXPOSED Water

Dia=6 PIPE EXPOSED Water

PBE

PAD Conc.

SAT DISH

PAD Conc.

PAD Conc. PAD Conc.

PAD Conc.

PAD ALUMINUM

PAD Conc.

Width=48"

STAIRS ALUMINUM

Width=48" STAIRS Wood

STAIRS ALUMINUM

(1510.47)

(1510.51)

(1510.26)

(1510.56)

(1510.96)

(1511.25)

(1510.78)

(1511.52)

(1511.07) (1511.28)

(1511.63) (1511.72)

(1511.20) (1510.96)

(1511.73)

(1511.27)

(1511.61) (1511.51)

(1511.28) (1511.36)

(1511.61) (1511.83)

(1511.43) (1511.35)

(1511.28) (1511.50)

(1511.37)

(1512.57) (1512.68)

(1512.72)

(1512.73) (1513.10) (1512.32) (1512.22)

(1513.32)

(1512.16)

(1512.75) (1512.72)

(1512.27) (1512.45)

(1512.72)

(1513.41)

(1513.06)

(1513.62)

(1513.37)

(1513.58) (1513.06)

(1512.73)

(1512.81)

(1512.11)

(1511.66) (1511.45)

(1511.78) (1511.70)

(1511.67) (1511.74)

(1511.46) (1511.64)

(1512.75)

(1512.10) (1512.21) (1513.18)

(1512.85)

(1513.03)

(1512.92)

(1512.99) (1512.74) (1512.64)

(1514.86)

(1514.85)

(1514.26)

(1514.28)

(1514.34)

(1514.28)

(1514.36)

(1514.24)

(1514.35)

(1514.25)

(1513.78)

(1513.57) (1513.20)

(1513.76)

(1513.80)

(1512.25) (1512.62)

(1511.99)

(1512.22) (1512.54)

(1512.48) (1512.88)

(1512.88)

(1511.17)

(1511.14)

(1511.98)

(1511.94)

(1512.01)

(1513.21)

(1513.31)

(1513.08)

(1512.58)

(1513.16) (1513.48)

(1512.81) (1512.85)

(1513.36) (1513.19) (1513.04)

(1513.53)

(1514.47) (1514.48) (1514.31)

(1514.76)

(1514.83)

(1514.67)

(1514.68)

(1514.78) (1514.62)

(1514.83) (1514.68)

(1514.66)

(1514.59)

(1514.66) (1514.63)

(1514.63)

(1514.83)

(1513.17) (1512.20) (1512.69) (1513.54) (1513.66) (1513.87) (1514.01) (1513.94) (1514.02) (1514.01) (1513.87) (1513.61)

(1514.33) (1514.47)

(1513.90) (1514.13) (1514.23)

(1514.64) (1514.57) (1514.32) (1514.01) (1514.04)

(1513.63) (1513.61) (1513.19)

(1512.93) (1512.66) (1512.73) (1512.44)

(1512.72)

(1514.34) (1514.58) (1514.62)

(1512.43) (1512.68)

(1514.36)

(1514.23)

(1514.36)

(1513.85) (1513.47)

(1513.97)

(1514.06)

(1513.98) (1512.79)

(1512.78)

(1512.64)

(1514.45)

(1514.43)

(1513.22) (1512.70)

(1512.27)

(1512.30)

(1513.02)

(1513.11)

(1512.78)

(1513.12) (1513.23)

(1513.72) (1513.60) (1512.42)

(1512.70)

(1512.30)

(1512.03)

(1511.92)

(1511.66)

(1511.76)

(1512.21) (1511.85)

(1511.31)

(1511.18)

(1511.47) (1511.79)

(1512.43)

(1512.07)

(1512.02)

(1511.77) (1511.52)

(1512.02)

(1511.91)

(1512.14) (1512.12)

(1512.20)

(1512.45)

(1512.44)

(1512.49)

(1512.43) (1512.20)

Gravel

Asphalt

Gravel Gravel

Gravel

Gravel Gravel

Gravel

Gravel Gravel

Gravel

Asphalt

Gravel

Gravel Gravel

Grass Grass

Grass

Conc Conc Conc Conc

Gravel

Asphalt

Gravel spo Gravel

Conc

Gravel

Finish Floor

Asphalt Conc

Gravel

Grass

Conc

Asphalt

Conc

Gravel

Asphalt

Gravel

Grass

Grass spo Gravel

Asphalt

Grass

Grass Asphalt

Gravel

Conc

Gravel

Asphalt

Conc Gravel

Gravel

U.T. Water Width=24"

Width=24" U.T. Water

UPM Water

UPM Water UPM Sewer

UPM Sewer

UPM Elec.

UPM Gas

UPM Water UPM Water

UPM Gas

UPM Elec.

UPM Tele.

UPM Gas

UPM Sewer

UPM Water UPM Water

E D

G E

O F

R O

C K

(1514.96)FF

(1514.89) (1515.66)

DOOR

W=36"

W=72"

DOOR

W=36"

DOOR

Width=18"

DUCT BANK

DECK

CBE CBE

CBE

605A

BLDG.

605B

BLDG.

DOOR

60"

ANTENNA

UNIT

ACU

ACU ACU

ACU

Dia=6"

Dia=20"

PALM TREE

WALL

Ht=72"

WALL

WALL WALL

WALL

Width=8 Height=66

WALL

Dia=3

D.I. Steel

GRATE Steel

DR DR DR

Dia=2

PIPE OUTLET

Dia=8

PIPE OUTLET SUMP

DR DR DR DR DR

DR DR DR DR DR DR DR DR

DR DR

DRS

Dia=18" SUMP

PUMP

DRS

Dia=10

BFP

Dia=6

BFP

Dia=2

BFP

Dia=2

BFP

Dia=6"

BFP

Dia=6

BFP

Dia=2

BFP

FDC FDC

FDC

PIV

FDC

(1511.31)RIM

(1511.06)RIM

(1512.11)RIM

(1512.00)RIM

(1512.36)RIM

SMH

TMH

SMH

#23108221 #23108219

#23108215

#231082177

E E

(4)

E E E E

T E

E E

PARKING BLOCK

CANOPY

Height=36

HAND RAIL

Height=42

HAND RAIL

Height=42

HAND RAIL

STOP

FLAG

UWS Water

FLAG

UWS Water

FLAG

UWS Water FLAG

UWS Water

FLAG

UWS Water

FLAG

UWS Water

FLAG

UWS Water

FLAG

UWS Water

FLAG

UWS Water

CAMERA

POST Steel

SIGN

STOP

4X4 CAMERA

POST Steel

FLAGPOLE FLAGPOLE

PARKING BLOCK

STOP

4X4 CAMERA

POST Steel

CAMERA

POST Steel

Dia=6 CAMERA POST Steel

HCR HCR

HCR

HCR HCR HCR

HCR HCR

HCR

H C

R H

C R

H C

C R

O W

N O

F R

D A sp ha lt

CROWN OF RD Asphalt CROWN OF RD Asphalt

C R

O W

N O

F R

D A sp ha l t

CROWN OF RD Asphalt CROWN OF RD Asphalt

C R

O W

N O

F R

D A sp ha l t

FENCE W.I.

Ht=96"

FENCE W.I.

Ht=96"

Ht=72"

FENCE CL

FEN

E C L

H t=72"

FEN

E C L

H t=72"

FEN

E C L

Ht=96"

FENCE W.I.

Ht=96"

FENCE W.I.

Ht=72"

FENCE CL

H t=72"

FEN

E C L

H t=

7 2

C E

C L

Ht=72"

FENCE CL

Ht=72"

FENCE CL

Ht=72"

FENCE CL

Ht=72"

FENCE CL

Ht=72"

FENCE CL

SINGLE GATE

TURNSTYLE

G L E

SINGLE GATE

D O

E G

DOUBLE GATE

D O

E G

D O

E G

ICV

ICV ICV ICV ICV ICV

ICV

ICV ICV

ICV

ICV ICV ICV ICV

ICV

DYH

R R

SCOSCO

SCO

SCOR

RRRR

DYH WV

GP GP

R R

DYH

GPGPGPGP

GP GP GP GP

WVWV

R R

GP GP GP

GPWV

SCO

MATCH LINE

REF.

MATCH LINE

REF./1 G-005 /1 G-005

NORTH

SOUTH

MIDWAY ST

Y ST

4T H

S T

5T H

S T

KEY MAP

SURVEY COMPANY:

JOHNSON-FRANK +ASSOCIATES, INC.

5150 E. HUNTER AVE.

ANAHEIM, CA 92807

(714) 755-8877

POC: FRANK BACKES

US Army Corps of Engineers ®

SHEET ID

U S

Y C

O R

D R

A W N

B Y:

B M

D B

C H

E C

D B

S I

E D

E :

C O

N O

L I

N N

N U

1 2 3 4 5

H N

C H

E, C

O R

G-006

G C

O N

R V E

- S

O U

A N

D M

E O

P E R

N S

(A M

O C

O R

R T

W O

, T

D es ig ne r

D R

U N

-1 6-

R -0

-1 5-

D -0

1" = 20'-0"G-006

1 EXISTING CONDITIONS SURVEY - SOUTH

NORTH

SCALE:

0 20' 40'

1" = 20' - 0"

20' 40'

K D

N D

OPTION 4

MECHANICAL

FIRE RISER

ELECTRICAL

TRAINING BULL

PEN

131 BREAKOUT

ROOM 1

BREAKOUT

ROOM 2

CORRIDOR

BREAK ROOM

DINING ROOM

LOBBY

FOYER

CORRIDOR

LAN/IDF

LARGE ITEM.STO.

A/V STO.

LAN/IDF

MEN

WOMEN

JAN.

MEN

WOMEN

RESTRICTED

CORRIDOR

SYSTEMS WORK

AREA

DIRECTOR OF

INFO.

CONTRACTOR

SITE SUPER

INFO.

SYS.DIVISION

OFFICE

SYSTEM MGMT.

CONF.

HIGH VALUE

STORAGE

TELCO

STB

ADP

SOC/NOC

TRAINING ROOM

RECEIVING

MULTI-PURPOSE

ROOM

VESTIBULE

127 VESTIBULE

SECURITY

BASE BID

OPTION 1

OPTION 2

OPTION 3

BASE BID

BASE BID ADP AREA

OPTION KEY

OPTION 1 - SYSTEMS WORK AREA

OPTION 2 - CONFERENCE CENTER

OPTION 3 - EXTERIOR CANOPY

OPTION 4 KEY

OPTION 4 - PARKING

US Army Corps of Engineers ®

SHEET ID

U S

Y C

O R

D R

A W N

B Y:

B M

D B

C H

E C

D B

S I

E D

E :

C O

N O

L I

N N

N U

1 2 3 4 5

H N

C H

E, C

O R

G-007

S P L

A N

D M

E O

P E R

N S

(A M

O C

O R

R T

W O

, T

D R

M F

U N

-1 6 -

R -0

-1 5-

D -0

KEY PLAN

AREA B

AREA A

SCALE: 3/32"=1'-0"

048 12 20

PLAN NORTH

1" = 80'-0"G-007

1 OPTION 4 PLAN

3/32" = 1'-0"G-007

2 OVERALL OPTIONS PLAN

BASE BID -

SITE - THE EFFECTED EXTERIOR ROADS, EAST AND WEST PARKING AREAS, WALKS, LANDSCAPING, FENCING AND GATES, SCREEN WALLS, ROLLING GATE AND DUMPSTER ENCLOSURES, BUILDING ENTRANCES, SITE UTILITIES (ELECTRICAL, UPS AND EMERGENCY POWER EXTENSIONS, WATER, FIRE HYDRANTS, GAS AND SANITARY SEWER) AND SITE LIGHTING SHALL BE COMPLETE WITH THE EXCEPTION OF THE PARKING LOT (OPTION NO. 4.). THE SITE LIGHTING AND CCTV CONDUIT FOR OPTION NO. 4 IS TO BE EXTENDED TO 5’ BEYOND THE NORTH LIMITS OF THE FIRE LANE AND CAPPED FOR FUTURE USE.

BUILDING - THE COMPLETE BUILDING ENVELOPE INCLUDING STRUCTURE, FLOOR SLAB, ALL EXTERIOR WALLS, EXTERIOR FINISHES, ROOF AND TUBULAR SKYLIGHTS. THE ENVELOPE INCLUDES PERIMETER RIGID WALL INSULATION AND GYPSUM COVER BOARD, ALL EXTERIOR DOORS, WINDOWS, CURTAINWALL COMPLETE AND FUNCTIONAL WITH ACCESS CONTROL AND INTRUSION DETECTION SYSTEM. ALL MECHANICAL, ELECTRICAL, LIGHTING (INCLUDING EXTERIOR BUILDING LIGHTING), PLUMBING, FIRE PROTECTION AND MASS NOTIFICATION AND FIRE ALARM SYSTEM IS INCLUDED IN THE BASE BID. IN ADDITION THE COMPLETED BUILDING FINISHES SHALL INCLUDE ALL FLOORING MATERIALS AND BASE, INTERIOR WALLS, CEILINGS, LIGHTING, HVAC SYSTEMS AND CONTROLS, DOORS, DOORFRAMES, AND TRIM. ALL AREAS ARE TO BE CLEANED, VACUUMED, AND FURNITURE INSTALLED AS DEPICTED IN THE DRAWINGS

AND SPECIFICATIONS IS INCLUDED IN THE BASE BID.

WORK INCLUDED WITHIN THE PHYSICAL LIMITS OF OPTION NO. 1 AND OPTION NO. 2 AREA AND INCLUDED IN THE BASE BID ARE:

a) PERMANENT FIRE PROTECTION SYSTEM WITH SPRINKLER HEADS TURNED UP AND EXTENDED TO WITHIN 6” OF STRUCTURAL DECK.

b) TEMPORARY FIRE ALARM AND MASS NOTIFICATION SYSTEM OPERATIONAL DEVICES SECURELY ATTACHED WALLS AND TO THE EXTENT

REQUIRED BY MARB FIRE CHIEF.

c) EXIT LIGHTING ABOVE EACH EXIT DOOR.

d) TEMPORARY LIGHTING FOR ILLUMINATION PROVIDING 10FC AVERAGE ILLUMINATION, TEMPORARY FIXTURES SECURELY ATTACHED

TO ROOF STRUCTURE. TEMPORARY 115V DUPLEX POWER RECEPTACLES LOCATED AT 25' APPROXIMATELY AROUND THE PERIMETER OF THE BUILDING.

e) TEMPORARY SUPPLY DUCT OPENINGS AND RETURN AIR DUCT OPENINGS ALONG THE EAST WALL OF RESTRICTED CORRIDOR 128.

THE PERMANENT DUCTWORK IS NOT REQUIRED TO BE INSTALLED WITHIN THE OPTION NO.1 AND NO.2 LIMIT EXCEPT SERVING LOBBY 102

AND SECURITY 101.

f) CONDUIT ROUGH-IN SERVING FLOOR BOXES AND FLOOR BOXES IN MULTI-PURPOSE ROOM 111. EXTEND UNDERFLOOR CONDUIT TO EAST

WALL OF LANIDF 112

OPTION NO. 1 -

THE COMPLETED BUILDING FINISHES SHALL INCLUDE ALL FLOORING MATERIALS AND BASE, INTERIOR WALLS, PERIMETER PARTITIONS AND FINISHES, CEILINGS, LIGHTING, HVAC SYSTEMS AND CONTROLS, TUBULAR SKYLIGHT CONTROLS AND SWITCHING, DOORS, DOORFRAMES, AND TRIM. ALL REMAINING MECHANICAL, ELECTRICAL, PLUMBING, FIRE PROTECTION AND MASS NOTIFICATION AND FIRE ALARM SYSTEM THAT IS NOT INCLUDED IN THE BASE BID AND SERVES OPTION NO. 1 AREA IS INCLUDED. ALL AREAS ARE TO BE CLEANED, VACUUMED, AND FURNITURE INSTALLED AS DEPICTED IN THE DRAWINGS AND SPECIFICATIONS IS INCLUDED IN THE OPTION NO. 1 ADDITIONAL WORK INCLUDED WITHIN THE PHYSICAL

LIMITS OF OPTION NO. 1 ARE:

a) REMOVE TEMPORARY FIRE ALARM AND MASS NOTIFICATION SYSTEM DEVICES SECURELY ATTACHED WALLS AFTER PERMANENT SYSTEM IS

OPERATIONAL.

b) EXIT LIGHTING ABOVE EACH EXIT DOOR.

c) REMOVE TEMPORARY LIGHTING FIXTURES AND TEMPORARY POWER RECEPTACLES.

d) REMOVE TEMPORARY SUPPLY DUCT OPENINGS AND RETURN AIR DUCT OPENINGS ALONG THE EAST WALL OF RESTRICTED CORRIDOR 128.

e) REMOVAL AND REPLACEMENT OF CEILING GRID AND CEILING TILE IN RESTRICTED CORRIDOR 128 OR ANY FINISHED AREA TO EXTEND BUILDING

SYSTEMS TO SERVE OPTION NO.1

f) REPAIR AND REPLACE DAMAGED FINISHES OUTSIDE THE LIMITS OF OPTION NO.1 IN THE PROCESS OF EXTENDING THE BUILDING SYSTEMS TO

OPTION NO. 1.

OPTION NO. 2 -

ALL AREAS ARE TO BE CLEANED, VACUUMED, AND FURNITURE INSTALLED AS DEPICTED IN THE DRAWINGS AND SPECIFICATIONS IS INCLUDED IN THE OPTION NO. 2. ADDITIONAL WORK INCLUDED WITHIN THE PHYSICAL LIMITS OF OPTION NO. 2 ARE:

a) REMOVE TEMPORARY FIRE ALARM AND MASS NOTIFICATION SYSTEM DEVICES SECURELY ATTACHED WALLS AFTER PERMANENT SYSTEM IS

OPERATIONAL.

b) PERMANENT EXIT LIGHTING.

c) REMOVE TEMPORARY LIGHTING FIXTURES AND TEMPORARY POWER RECEPTACLES.

d) REMOVE TEMPORARY SUPPLY DUCT OPENINGS AND RETURN AIR DUCT OPENINGS ALONG THE EAST WALL OF RESTRICTED CORRIDOR 128.

e) REMOVAL AND REPLACEMENT OF CEILING GRID AND CEILING TILE IN RESTRICTED CORRIDOR 128 OR ANY FINISHED AREA TO EXTEND BUILDING

SYSTEMS TO SERVE OPTION NO.2

f) REPAIR AND REPLACE DAMAGED FINISHES OUTSIDE THE LIMITS OF OPTION NO.1 IN THE PROCESS OF EXTENDING THE BUILDING SYSTEMS TO

OPTION NO. 1.

OPTION NO. 3 -

THE CANOPY SYSTEM INCLUDES ALL ANCHORING SYSTEMS AND FLASHING SYSTEMS TO THE BUILDING AND THE INSTALLATION OF THE COLUMN FOOTINGS TO SUPPORT THE CANOPY. ADDITIONAL WORK INCLUDED WITHIN THE PHYSICAL LIMITS OF OPTION NO. 3 ARE:

a) REMOVAL OF LANDSCAPING, WALKS AND WORK IN PLACE TO INSTALL THE CANOPY SYSTEM.

b) REPLACEMENT OF LANDSCAPING, WALKS AND WORK IN PLACE AND THE COMPLETION OF THE CANOPY INSTALLATION.

OPTION NO. 4 -

THE PARKING LOT INCLUDES REMOVAL OF ANY DEBRIS, PREPARATION OF SUBGRADE, AND EXTENSION AND INSTALLATION OF ALL UNDERGROUND UTILITIES, SITE LIGHTING AND CCTV CONDUIT AND CONDUCTORS SHOWN ON THE DRAWINGS PRIOR TO PAVING OPERATIONS. COMPLETE PARKING LOT PAVING, CURBING, SIGNAGE, STRIPING AND INSTALLATION OF SITE LIGHTING AND CCTV SYSTEMS. CLEAN PARKING LOT PRIOR TO TURN OVER TO THE GOVERNMENT.

K D

N D

TOTAL DISTANCE: 124' - 6"

TOTAL DISTANCE: 99' - 5"

TOTAL DISTANCE: 110' - 10"

TOTAL DISTANCE: 54' - 0"

TOTAL DISTANCE: 124' - 10"

TOTAL DISTANCE: 87' - 11"

TOTAL DISTANCE: 89' - 4"

V .I.

Name Room_Occupancy_Class

150 SF

Occupant Load : Room_Occupant_Load

LIFE SAFETY ROOM TAG W/ AREA:

ROOM AREA

OCCUPANT LOAD

ROOM NUMBER

ROOM NAME

FUNCTION OF

SPACE

FIRE/SMOKE WALL - 1 HR Fire Rating

FIRE WALL SYMBOLS:

EGRESS PATH

DISTANCE:

CODE INFORMATION

2012 INTERNATIONAL BUILDING CODE

2012 INTERNATIONAL MECHANICAL CODE

2012 INTERNATIONAL PLUMBING CODE

2012 INTERNATIONAL FIRE CODE

2011 NATIONAL ELECTRIC CODE

2013 NFPA 101

UFC 3-600-1

GROSS BUILDING AREA: 21,983 S.F.

CANOPY AREA: 2065.84 S.F.

FULLY SPRINKLED PER NFPA 13

CLEAN AGENT FIRE PROTECTION

SYSTEM IN ROOMS: TELCO 120 AND ADP 119

CORRIDORS NON-RATED

MIXED OCCUPANCIES: GROUP B BUSINESS

GROUP A-3 ASSEMBLY

ALLOWABLE BUILDING AREA

(SEPARATION DISTANCE NOT CALCULATED)

GROUP B: 23,000 + (23,000X3) = 92,000 S.F.

GROUP A-3:9,500 + (9,500X3) = 38,000 S.F.

SEPARATED USES:

(16,905 / 92,000) + (4,242 / 38,000) = .29 < 1

OCCUPANT LOAD (NFPA 101):

GROUP B

BUSINESS = 111 OCCUPANCY

ASSEMBLY (UNCONCENTRATED) = 123 OCCUPANCY

KITCHEN = 2 OCCUPANCY

ACCESSORY STORAGE / MECH = 18 OCCUPANCY

TOTAL = 254 OCCUPANCY

GROUP A-3

ASSEMBLY (UNCONCENTRATED) = 253 OCCUPANCY

ACCESSORY STORAGE / MECH = 3 OCCUPANCY

TOTAL = 256 OCCUPANCY

TOTAL OCCUPANT LOAD = 510 OCCUPANCY

*(SEE NOTE BELOW)

EXIT WIDTH (NFPA 101):

EXIT WIDTH REQUIRED:510 OCCUPANCY X .2 = 102"

EXIT WIDTH PROVIDED: 480"

EXIT WIDTH PROVIDED AT FENCE LINE / MAIN ENTRY: 224"

MINIMUM CORRIDOR WIDTH:

REQUIRED: 44"

PROVIDED: 84"+

CORRIDORS NON-RATED

MAXIMUM EXIT ACCESS TRAVEL DISTANCE

BUSINESS: 300'

COMMON PATH EGRESS TRAVEL DISTANCE

BUSINESS: 100'

TOILET FIXTURES REQUIRED:

GROUP B (254 OCCUPANCY)

127 MALE 127 FEMALE

TOILETS 3 3

LAVS 3 3

DRINKING FOUNTAINS: 1

SERVICE SINK: 1

GROUP A-3 (256 OCCUPANCY)

128 MALE 128 FEMALE

TOILETS 2 2

LAVS 1 1

DRINKING FOUNTAINS: 1

SERVICE SINK: 1

*NOTE: THE OCCUPANT LOAD COUNT OF 510 REPRESENTS

THE FOYER SPACE AS PART OF A BUSINESS OCCUPANT

LOADING, FOR THE PURPOSES OF PLUMBING FIXTURE

COUNT AS DISCUSSED IN 35% REVIEW CONFERENCE.

INDIVIDUALLY, THE FOYER LOAD COUNT IS GIVEN ON

SHEET G-010 AS A CONCENTRATED ASSEMBLY OCCUPANT

LOAD FACTOR OF 7 NET YIELDNG 107 OCCUPANTS

US Army Corps of Engineers ®

SHEET ID

U S

Y C

O R

D R

A W N

B Y:

B M

D B

C H

E C

D B

S I

E D

E :

C O

N O

L I

N N

N U

1 2 3 4 5

H N

C H

E, C

O R

G-008

P L

A N

D M

E O

P E R

N S

(A M

O C

O R

R T

W O

, T

D R

M F

ATTL

U N

- 1 6-

R -0

-1 5-

D -0

1/16" = 1'-0"G-008

1 EGRESS PLAN

3/4" = 1'-0"

LIFE SAFETY SYMBOLS

KEY PLAN

AREA B

AREA A

08 16 3241216

SCALE: 1/16"=1'-0"

PLAN NORTH

K D

N D

417 SF

SYSTEM MGMT. CONF.

Occupant Load : 28

638 SF

TELCO

Occupant Load : 3

142 SF

HIGH VALUE STORAGE

Occupant Load : 1

522 SF

STB

Occupant Load : 6

123 SF

INFO. SYS.DIVISION

OFFICE

Occupant Load : 2

122 SF

CONTRACTOR SITE

SUPER

Occupant Load : 2

128 SF

DIRECTOR OF INFO.

Occupant Load : 2

4467 SF

SYSTEMS WORK AREA

Occupant Load : 45

70 SF

VESTIBULE

ONE-HOUR FIRE BARRIER

OCCUPANCY SEPARATION

/1 G-010

MATCH LINE

REF:/1 G-010

MATCH LINE

REF:

GROUP

ONE-HOUR FIRE BARRIER

(OWNER REQUIRED)

Name Room_Occupancy_Class

150 SF

Occupant Load : Room_Occupant_Load

LIFE SAFETY ROOM TAG W/ AREA:

ROOM AREA

OCCUPANT LOAD

ROOM NUMBER

ROOM NAME

FUNCTION OF

SPACE

FIRE/SMOKE WALL - 1 HR Fire Rating

FIRE WALL SYMBOLS:

EGRESS PATH

DISTANCE:

US Army Corps of Engineers ®

SHEET ID

U S

Y C

O R

D R

A W N

B Y:

B M

D B

C H

E C

D B

S I

E D

E :

C O

N O

L I

N N

N U

1 2 3 4 5

H N

C H

E, C

O R

G-009

F E

P L

A R

A N

D M

E O

P E R

N S

(A M

O C

O R

R T

W O

, T

D R

M F

ATTL

U N

- 1 6-

R -0

-1 5-

D -0

1/8" = 1'-0"G-009

1 LIFE SAFETY PLAN - AREA A

3/4" = 1'-0"

LIFE SAFETY SYMBOLS

KEY PLAN

AREA B

AREA A

04 8 16268

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

PLAN NORTH

K D

N D

3746 SF

MULTI-PURPOSE ROOM

Occupant Load : 253

88 SF

LAN/IDF

Occupant Load : 1

87 SF

A/V STO.

Occupant Load : 1

308 SF

LARGE ITEM.STO.

Occupant Load : 1

297 SF

BREAK ROOM

Occupant Load : 2

318 SF

LOBBY

378 SF

SECURITY

Occupant Load : 4

741 SF

FOYER

Occupant Load : 107

519 SF

DINING ROOM

Occupant Load : 35

78 SF

JAN.

Occupant Load : 1

156 SF

WOMEN

154 SF

MEN

259 SF

WOMEN

257 SF

MEN

1466 SF

ADP

Occupant Load : 6

400 SF

TRAINING ROOM

Occupant Load : 27

265 SF

SOC/NOC

Occupant Load : 2

199 SF

TRAINING BULL PEN

Occupant Load : 3

891 SF

MECHANICAL

Occupant Load : 3

225 SF

ELECTRICAL

Occupant Load : 1

370 SF

RECEIVING

117 SF

LAN/IDF

Occupant Load : 1

268 SF

BREAKOUT ROOM 1

Occupant Load : 11

Not Enclosed

MECHANICAL YARD

Not Enclosed

RECEIVING YARD

332 SF

BREAKOUT ROOM 2

Occupant Load : 22

204 SF

CORRIDOR

65 SF

FIRE RISER

Occupant Load : 1

98 SF

VESTIBULE

69 SF

VESTIBULE

91 SF

CORRIDOR

GROUP

A-3

GROUP

ONE-HOUR FIRE BARRIER

OCCUPANCY SEPARATION

ONE-HOUR FIRE BARRIER

OCCUPANCY SEPARATION

ONE-HOUR FIRE BARRIER

(OWNER REQUIRED)

ONE-HOUR FIRE BARRIER

(OWNER REQUIRED)

MATCH LINE

REF: /1 G-009

MATCH LINE

REF: /1 G-009

ONE-HOUR FIRE BARRIER

Name Room_Occupancy_Class

150 SF

Occupant Load : Room_Occupant_Load

LIFE SAFETY ROOM TAG W/ AREA:

ROOM AREA

OCCUPANT LOAD

ROOM NUMBER

ROOM NAME

FUNCTION OF

SPACE

FIRE/SMOKE WALL - 1 HR Fire Rating

FIRE WALL SYMBOLS:

EGRESS PATH

DISTANCE:

US Army Corps of Engineers ®

SHEET ID

U S

Y C

O R

D R

A W N

B Y:

B M

D B

C H

E C

D B

S I

E D

E :

C O

N O

L I

N N

N U

1 2 3 4 5

H N

C H

E, C

O R

G-010

F E

P L

A R

A N

D M

E O

P E R

N S

(A M

O C

O R

R T

W O

, T

D R

M F

ATTL

U N

- 1 6-

R -0

-1 5-

D -0

1/8" = 1'-0"G-010

1 LIFE SAFETY PLAN - AREA B

3/4" = 1'-0"

LIFE SAFETY SYMBOLS

KEY PLAN

AREA B

AREA A

04 8 16268

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

PLAN NORTH

K D

N D

SHEET ID

U S

Y C

O R

D R

A W N

B Y:

B M

D B

C H

E C

D B

S I

E D

E :

C O

N O

L I

N N

N U

1 2 3 4 5

H N

C H

E, C

O R

B-100

L O

A N

D M

E O

P E R

N S

(A M

O C

O R

R T

W O

, T

D es ig ne r

JB TL

U N

-1 6-

R -0

-1 5-

D -0

GEOTECHNICAL INFORMATION REPORT

PREPARED BY:

DIAZ-YOURMAN & ASSOCIATES

1616 EAST 17TH STREET

SANTA ANA,CA 92705-8509

(714) 245 2920

SAROJ WEERARATNE

GEOTECHNICAL ENGINEER 2374

K D

N D

SHEET ID

U S

Y C

O R

D R

A W N

B Y:

B M

D B

C H

E C

D B

S I

E D

E :

C O

N O

L I

N N

N U

1 2 3 4 5

H N

C H

E, C

O R

B-101

L O

A N

D M

E O

P E R

N S

(A M

O C

O R

R T

W O

, T

D es ig ne r

JB TL

U N

-1 6-

R -0

-1 5-

D -0

K D

N D

SHEET ID

U S

Y C

O R

D R

A W N

B Y:

B M

D B

C H

E C

D B

S I

E D

E :

C O

N O

L I

N N

N U

1 2 3 4 5

H N

C H

E, C

O R

B-102

L O

A N

D M

E O

P E R

N S

(A M

O C

O R

R T

W O

, T

D es ig ne r

JB TL

U N

-1 6-

R -0

-1 5-

D -0

K D

N D

SHEET ID

U S

Y C

O R

D R

A W N

B Y:

B M

D B

C H

E C

D B

S I

E D

E :

C O

N O

L I

N N

N U

1 2 3 4 5

H N

C H

E, C

O R

B-103

L O

A N

D M

E O

P E R

N S

(A M

O C

O R

R T

W O

, T

D es ig ne r

JB TL

U N

-1 6-

R -0

-1 5-

D -0

K D

N D

SHEET ID

U S

Y C

O R

D R

A W N

B Y:

B M

D B

C H

E C

D B

S I

E D

E :

C O

N O

L I

N N

N U

1 2 3 4 5

H N

C H

E, C

O R

B-104

L O

A N

D M

E O

P E R

N S

(A M

O C

O R

R T

W O

, T

D es ig ne r

JB TL

U N

-1 6-

R -0

-1 5-

D -0

K D

N D

B A

R S

#10

#11

BAR

DIA

(IN)

0.375

0.500

0.625

0.750

0.875

1.000

1.128

1.270

1.410

CASE 1

CASE 2

CASE 1

CASE 2

CASE 1

CASE 2 CASE 1

CASE 2

90º

19 1/2

180º

4 1/2

10 1/2

11 1/2

TOP BAR OTHER BAR TOP BAR OTHER BAR HOOKS (IN)

EMBEDMENT (IN) CLASS B LAP (IN)

4 5 4 5 4 5 4 5 9

6 6

8 83

TABLE A PRESENTS LENGTHS OF TENSION DEVELOPMENT LENGTHS AND TENSION LAP SPLICE LENGTHS

BASED ON ACI 318-95, SECTION 12.2.2.

BAR SIZE DESIGNATION INCH – POUND SYSTEM, ie, D = 3 IS 3/8 INCH DIAMETER.

ALL LAP SPLICES SHALL BE CLASS B.

CASE 1 LENGTHS APPLY TO BEAMS AND COLUMNS WITH CONCRETE COVER EQUAL TO OR GREATER THAN THE BAR DIAMETER, CLEAR BAR SPACING EQUAL TO OR GREATER THAN THE BAR DIAMETER AND WITH STIRRUPS OR TIES NOT LESS THAN THE CODE MINIMUM THROUGHOUT THE LENGTH IN THE TABLE;

AND FOR OTHER ELEMENTS WITH CONCRETE COVER EQUAL TO OR GREATER THAN TWO TIMES THE

BAR DIAMETER.

CASE 2 LENGTHS APPLY TO BEAMS AND COLUMNS WITH CONCRETE COVER LESS THAN THE BAR

DIAMETER; AND FOR OTHER ELEMENTS WITH CONCRETE COVER LESS THAN THE BAR DIAMETER AND

CLEAR BAR SPACING LESS THAN TWO TIMES THE BAR DIAMETER.

TOP BARS ARE HORIZONTAL REINFORCEMENT PLACED SO THAT MORE THAN 12’ OF CONCRETE IS CAST

BELOW THE REINFORCEMENT.

HOOK LENGTH GIVEN IS THE STRAIGHT LINE DISTANCE FROM THE LOCATION OF MAXIMUM STRESS IN THE BAR TO THE OUTSIDE EDGE OF THE HOOK. MULTIPLY LENGTHS GIVEN BY 0.7 FOR HOOKS WITH SIDE COVER NORMAL TO THE HOOK NOT LESS THAN 2 ½” AND FOR 90 DEGREE HOOKS WITH COVER ON BAR

EXTENSION BEYOND HOOK NOT LESS THAN 2”.

MULTIPLY LENGTHS SHOWN BY 0.87 FOR 4000 PSI CONCRETE.

LENGTHS SHOWN ARE EXTENSIONS FROM END OF BAR TO OUTSIDE OF HOOKED BAR.

NOTES FOR USE WITH SPLICE TABLE

SEE BELOW FOR CIRCLED NOTES USED WITH THIS TABLE

US Army Corps of Engineers ®

SHEET ID

U S

A R

M Y

C O

R P

S O

F E

N G

E R

D R

A W

N B

D E

N E

D B

S U

B M

E D

B Y

C H

E C

K E

D B

A N

S I 'D

N A

M E

U E

D A

T E

C O

N T

R A

C T

N O

S O

N N

E N

U M

B E

1 2 3 4 5

H N

T B

A L F

F J

M A

R C

H A

E S

E R

V E

B A

S E

A L

O R

PAUL J. RIELLY

C I V I L

ATE

OF CAL IFORN

R E

T E R

PROFESSIONAL

E N

E E

RNo. C 51791

Exp. 6/30/2018

6/28/2016

S-001

G E

N E

R A

L S

T R

U C

T U

R A

L N

O T

E S

A N

D M

A R

O P

E R

A T

S C

E N

T E

A M

O C

C O

R P

S O

F E

N G

E R

S F

O R

T W

O R

T H

E X

A S

P R

J V

P R

U N

W G

-1 -R

-0

W G

-1 -D

-0

GENERAL NOTES

22. LOADS THAT HAVE BEEN USED IN THE STRUCTURAL DESIGN INCLUDE THE FOLLOWING:

DEAD LOADS:

DEAD LOADS HAVE BEEN CALCULATED TO INCLUDE THE ACTUAL WEIGHT OF ALL WORK SHOWN

ON THE STRUCTURAL, ARCHITECTURAL, MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS.

ROOF DEAD LOADS:

INSULATION............

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File details come from the government source that posted it. Updated Nov 14, 2017.