W9128A-18-B-0006_-_Drawings_(Part_1_of_3).pdf

PDF 17 MB Posted Aug 19, 2018

Attached to: Renovation of Building 2091, Schofield Barracks, Hawaii
Solicitation number: W9128A-18-B-0006
Issued by: Department of the Army Corps of Engineers Engineering District Honolulu

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Drawings (Part 1 of 3)

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File	Type	Posted
Abstract_of_Bids_-_W9128A-18-B-0006_Renovate_Building_2091,_Schofield_Barracks.pdf	PDF	Sep 22, 2018
W9128A-18-B-0006_Am-0005.pdf	PDF	Sep 12, 2018
W9128A-18-B-0006_Am-0004.pdf	PDF	Sep 12, 2018
W9128A-18-B-0006_Am-0004_Drawing.pdf	PDF	Sep 12, 2018
W9128A-18-B-0006_Am-0003.pdf	PDF	Sep 8, 2018
W9128A-18-B-0006_Am-0002.pdf	PDF	Aug 31, 2018
W9128A-18-B-0006_Am-0001.pdf	PDF	Aug 22, 2018
W9128A-18-B-0006_-_IFB.pdf	PDF	Aug 19, 2018
W9128A-18-B-0006_-_Drawings_(Part_2_of_3).pdf	PDF	Aug 19, 2018
W9128A-18-B-0006_-_Specifications.pdf	PDF	Aug 19, 2018
W9128A-18-B-0006_-_Drawings_(Part_3_of_3).pdf	PDF	Aug 19, 2018

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US Army Corps of Engineers

RENOVATION OF BUILDING 2091

SCHOFIELD BARRACKS, OAHU, HAWAII

160 ULRICH WAY,

HONOLULU DISTRICT

ISSUE DATE: 07 MAY 2018

CONTRACT NO.: W9128A-1-D-0003

SHEET DESCRIPTIONSHT NO.NO. REV

G-001

G-003

H-101 H-102

C-001 C-101 C-102 C-103 C-104 C-105 C-301

C-501 C-502 C-503

SD101

SD102

SD103

SD104

SD501

SD502

S-001 S-002 S-003 S-004 S-101 S-102 S-103 S-104 S-105

S-501 S-502 S-503 S-504 S-505 S-511 S-512 S-513

AS101

AD101

AD102

AD103

AD201

A-101 A-102 A-103 A-104 A-105 A-201 A-301 A-302 A-401 A-402 A-501 A-502 A-503 A-504 A-505 A-506 A-507 A-508 A-509 A-510 A-601 A-602 A-603 A-604 A-605

FA001

FD101

FA101

FA601

FA602

FA603

FX001

FS101

P-001

PD101

P-101 P-102 P-103 P-104

COVER SHEET, LOCATION MAP, VICINITY MAP, DRAWING INDEX

LIFE SAFETY NOTES

HAZARDOUS MATERIALS FLOOR PLAN-FIRST FLOOR

HAZARDOUS MATERIALS FLOOR PLAN-ROOF PLAN

P-401 P-402

P-601 P-901 P-902

M-001

MD101

MD102

M-101 M-102 M-301 M-302

M-401 M-402 M-403 M-404 M-405 M-406 M-407

M-601 M-602 M-603

M-605 M-606 M-901 M-902

NOTES, LEGEND, AND GENERAL PLAN

DEMOLITION AND EROSION CONTROL PLAN

UTILITY PLAN-A

SPOT GRADE PLAN-A

SITE AND UTILITY PLAN-B

GRADING AND DRAINAGE PLAN-A

PROFILE AND SECTIONS

DETAILS

FOUNDATION DEMOLITION PLAN-SOUTH

FOUNDATION DEMOLITION PLAN-NORTH

ROOF DEMOLITION PLAN-SOUTH

ROOF DEMOLITION PLAN-NORTH

DEMOLITION DETAILS

STRUCTURAL GENERAL NOTES

TYPICAL DETAILS

FOUNDATION PLAN-SOUTH

FOUNDATION PLAN-NORTH

ROOF FRAMING PLAN-SOUTH

ROOF FRAMING PLAN-NORTH

SLOPED ROOF FRAMING PLAN

DETAILS

SITE PLAN

DEMOLITION FLOOR PLAN

DEMOLITION REFLECTED CEILING PLAN

DEMOLITION ROOF PLAN

DEMOLITION EXTERIOR ELEVATIONS

PARTIAL FIRST FLOOR PLAN

PARTIAL FIRST FLOOR REFLECTED CEILING PLAN

NEW ROOF PLAN

EXTERIOR ELEVATIONS

BUILDING SECTIONS

WALL SECTIONS

ENLARGED PLANS

INTERIOR ELEVATIONS, PLUMBING ACCESSORIES SCHEDULE

WALL DETAILS

WALL STUD FRAMING DETAILS

WINDOW DETAILS

DOOR DETAILS

CEILING AND ROOF DETAILS

RAIL DETAILS

MECHANICAL ENCLOSURE DETAILS

SIGNAGE DETAILS

MISCELLANEOUS DETAILS

WINDOW SCHEDULE

DOOR SCHEDULE

FINISH SCHEDULES

FLOOR SIGNAGE PLAN

SIGNAGE SCHEDULE

FIRE ALARM NOTES AND LEGEND

FIRE ALARM DEMOLITION PLAN

FIRE ALARM NEW WORK PLAN

FIRE ALARM ONE LINE DIAGRAM

FIRE ALARM SEQUENCE MATRIX OF OPERATIONS

FIRE SPRINKLER NOTES AND LEGEND

FIRE SPRINKLER SITE PLAN

PLUMBING LEGEND

DEMOLITION PLUMBING FLOOR PLAN

NEW PLUMBING FLOOR PLAN 1-DOMESTIC

NEW PLUMBING FLOOR PLAN 2-DOMESTIC

NEW PLUMBING FLOOR PLAN 1-SANITARY

NEW PLUMBING FLOOR PLAN 2-SANITARY

P-105 NEW PLUMBING ROOF PLAN

ENLARGED NEW PLUMBING FLOOR PLAN-DOMESTIC

ENLARGED NEW PLUMBING FLOOR PLAN-SANITARY

PLUMBING SCHEDULES

SANITARY PIPING DIAGRAMS 1 & 2

WATER PIPING DIAGRAM 1

HVAC LEGEND

DEMOLITION HVAC FLOOR PLAN

DEMOLITION HVAC ROOF PLAN

OVERALL NEW HVAC FLOOR PLAN

HVAC ROOF PLAN

MECHANICAL SECTION 1

MECHANICAL SECTION 2

ENLARGED NEW HVAC FLOOR PLAN 1

ENLARGED NEW HVAC FLOOR PLAN 2

ENLARGED NEW HVAC FLOOR PLAN 3

ENLARGED NEW HVAC FLOOR PLAN 4

ENLARGED NEW HVAC FLOOR PLAN 5

ENLARGED NEW HVAC FLOOR PLAN 6

ENLARGED NEW HVAC FLOOR PLAN 7

HVAC SCHEDULES 1

HVAC SCHEDULES 2

HVAC SCHEDULES 3

MECHANICAL DDC 1

MECHANICAL DDC 2

CHILLED WATER PIPING DIAGRAM 1

CHILLED WATER PIPING DIAGRAM 2

E-101 E-102 E-103 E-104

E-106 E-107 E-501 E-502

E-602 E-603 E-604

ELECTRICAL DISTRIBUTION PLAN

PARTIAL LIGHTING PLAN-1

PARTIAL LIGHTING PLAN-2

PARTIAL POWER PLAN-1

PARTIAL MECHANICAL POWER PLAN-1

PARTIAL MECHANICAL POWER PLAN-2

LIGHTING FIXTURE SCHEDULE

MISC ELECTRICAL DETAILS

PANEL SCHEDULES-1

PANEL SCHEDULES-2

PANEL SCHEDULES-3

SHEET DESCRIPTIONSHT NO.NO. REV

FX101 FIRE SPRINKLER NEW WORK PLAN

FX501 FIRE SPRINKLER DETAILS

E-100 SITE ELECTRICAL PLAN

E-001 GENERAL ELECTRICAL NOTES, SYMBOLS & ABBREVIATIONS

33 S-401 NEW MECHANICAL ENCLOSURE PLAN AND DETAILS

S-402 NEW MECHANICAL ENCLOSURE DETAILS

T-102 T-103 T-104 T-105 T-106

T-501 T-502 T-503 T-504

T-601 T-602

PARTIAL TELECOMMUNICATION PLAN-2

PARTIAL SIPRNET PLAN-1

PARTIAL SIPRNET PLAN-2

PARTIAL CCTV PLAN-1

PARTIAL CCTV PLAN-2

COMMUNICATION OUTLET DETAILS

CABLE TRAY DETAILS

GROUNDING DETAILS

MISC COMMUNICATION & SECURITY DETAILS

TELECOMMUNICATION RISER DIAGRAM-1

TELECOMMUNICATION RISER DIAGRAM-2

T-101 PARTIAL TELECOMMUNICATION PLAN-1

T-001 GEN COMM & SECURITY NOTES, SYMBOLS & ABBREVIATIONS

T-603 TELECOMMUNICATION RISER DIAGRAM-3

SIPRNET RISER DIAGRAM

T-607 TELECOMMUNICATION SCHEMATIC DIAGRAM

T-608 SCHEMATIC DIAGRAM

T-100 CABLE TRAY DISTRIBUTION PLAN

T-401 ENLARGED TELECOMMUNICATION ROOM PLANS

14 C-302 WATERLINE PROFILES

P-501 PLUMBING DETAIL 1

M-303 MECHANICAL SECTION 3

M-304 MECHANICAL SECTION 4

M-305 MECHANICAL SECTION 5

M-306 MECHANICAL SECTION 6

M-501 MECHANICAL DETAIL 1

M-502 MECHANICAL DETAIL 2

M-503 MECHANICAL DETAIL 3

M-504 MECHANICAL DETAIL 4

M-604 HVAC SCHEDULES 4

E-105 PARTIAL POWER PLAN-2

E-605 PANEL SCHEDULES-4

T-606 MEDIA RISER DIAGRAM

A-606 SYSTEMS FURNITURE

P-903 WATER PIPING DIAGRAM 2

P-904 WATER PIPING DIAGRAM 3

T-505 TELECOMMUNICATION RACK ELEVATIONS

T-604

T-605 ACS, CATV & CCTV DIAGRAMS

T-506 DISPLAY WALL AND VTC DIAGRAMS

T-402 ENLARGED SPL STAFF & VTC ROOMS

2 G-002 GENERAL NOTES, SYMBOLS LEGEND, ABBREVIATIONS

4 G-004 LIFE SAFETY PLAN

130 ED101 LIGHTING DEMOLITION PLAN

131 ED102 ELECTRICAL DEMOLITION PLAN

132 ED103 ROOF DEMOLITION PLAN

143 E-601 ONE-LINE DIAGRAM

149 TD101 TELECOMMUNICATIONS DEMOLITION PLAN

150 TD102 ENLARGED DEMOLITON PLANS

DRAWING INDEX

SHEET DESCRIPTIONSHT NO.NO. REV

G-001

G-003

H-101 H-102

C-001 C-101 C-102 C-103 C-104 C-105 C-301

C-501 C-502 C-503

SD101

SD102

SD103

SD104

SD501

SD502

S-001 S-002 S-003 S-004 S-101 S-102 S-103 S-104 S-105

S-501 S-502 S-503 S-504 S-505 S-511 S-512 S-513

AS101

AD101

AD102

AD103

AD201

A-101 A-102 A-103 A-104 A-105 A-201 A-301 A-302 A-401 A-402 A-501 A-502 A-503 A-504 A-505 A-506 A-507 A-508 A-509 A-510 A-601 A-602 A-603 A-604 A-605

FA001

FD101

FA101

FA601

FA602

FA603

FX001

FS101

P-001

PD101

P-101 P-102 P-103 P-104

COVER SHEET, LOCATION MAP, VICINITY MAP, DRAWING INDEX

LIFE SAFETY NOTES

HAZARDOUS MATERIALS FLOOR PLAN-FIRST FLOOR

HAZARDOUS MATERIALS FLOOR PLAN-ROOF PLAN

P-401 P-402

P-601 P-901 P-902

M-001

MD101

MD102

M-101 M-102 M-301 M-302

M-401 M-402 M-403 M-404 M-405 M-406 M-407

M-601 M-602 M-603

M-605 M-606 M-901 M-902

NOTES, LEGEND, AND GENERAL PLAN

DEMOLITION AND EROSION CONTROL PLAN

UTILITY PLAN-A

SPOT GRADE PLAN-A

SITE AND UTILITY PLAN-B

GRADING AND DRAINAGE PLAN-A

PROFILE AND SECTIONS

DETAILS

FOUNDATION DEMOLITION PLAN-SOUTH

FOUNDATION DEMOLITION PLAN-NORTH

ROOF DEMOLITION PLAN-SOUTH

ROOF DEMOLITION PLAN-NORTH

DEMOLITION DETAILS

STRUCTURAL GENERAL NOTES

TYPICAL DETAILS

FOUNDATION PLAN-SOUTH

FOUNDATION PLAN-NORTH

ROOF FRAMING PLAN-SOUTH

ROOF FRAMING PLAN-NORTH

SLOPED ROOF FRAMING PLAN

DETAILS

SITE PLAN

DEMOLITION FLOOR PLAN

DEMOLITION REFLECTED CEILING PLAN

DEMOLITION ROOF PLAN

DEMOLITION EXTERIOR ELEVATIONS

PARTIAL FIRST FLOOR PLAN

PARTIAL FIRST FLOOR REFLECTED CEILING PLAN

NEW ROOF PLAN

EXTERIOR ELEVATIONS

BUILDING SECTIONS

WALL SECTIONS

ENLARGED PLANS

INTERIOR ELEVATIONS, PLUMBING ACCESSORIES SCHEDULE

WALL DETAILS

WALL STUD FRAMING DETAILS

WINDOW DETAILS

DOOR DETAILS

CEILING AND ROOF DETAILS

RAIL DETAILS

MECHANICAL ENCLOSURE DETAILS

SIGNAGE DETAILS

MISCELLANEOUS DETAILS

WINDOW SCHEDULE

DOOR SCHEDULE

FINISH SCHEDULES

FLOOR SIGNAGE PLAN

SIGNAGE SCHEDULE

FIRE ALARM NOTES AND LEGEND

FIRE ALARM DEMOLITION PLAN

FIRE ALARM NEW WORK PLAN

FIRE ALARM ONE LINE DIAGRAM

FIRE ALARM SEQUENCE MATRIX OF OPERATIONS

FIRE SPRINKLER NOTES AND LEGEND

FIRE SPRINKLER SITE PLAN

PLUMBING LEGEND

DEMOLITION PLUMBING FLOOR PLAN

NEW PLUMBING FLOOR PLAN 1-DOMESTIC

NEW PLUMBING FLOOR PLAN 2-DOMESTIC

NEW PLUMBING FLOOR PLAN 1-SANITARY

NEW PLUMBING FLOOR PLAN 2-SANITARY

P-105 NEW PLUMBING ROOF PLAN

ENLARGED NEW PLUMBING FLOOR PLAN-DOMESTIC

ENLARGED NEW PLUMBING FLOOR PLAN-SANITARY

PLUMBING SCHEDULES

SANITARY PIPING DIAGRAMS 1 & 2

WATER PIPING DIAGRAM 1

HVAC LEGEND

DEMOLITION HVAC FLOOR PLAN

DEMOLITION HVAC ROOF PLAN

OVERALL NEW HVAC FLOOR PLAN

HVAC ROOF PLAN

MECHANICAL SECTION 1

MECHANICAL SECTION 2

ENLARGED NEW HVAC FLOOR PLAN 1

ENLARGED NEW HVAC FLOOR PLAN 2

ENLARGED NEW HVAC FLOOR PLAN 3

ENLARGED NEW HVAC FLOOR PLAN 4

ENLARGED NEW HVAC FLOOR PLAN 5

ENLARGED NEW HVAC FLOOR PLAN 6

ENLARGED NEW HVAC FLOOR PLAN 7

HVAC SCHEDULES 1

HVAC SCHEDULES 2

HVAC SCHEDULES 3

MECHANICAL DDC 1

MECHANICAL DDC 2

CHILLED WATER PIPING DIAGRAM 1

CHILLED WATER PIPING DIAGRAM 2

E-101 E-102 E-103 E-104

E-106 E-107 E-501 E-502

E-602 E-603 E-604

ELECTRICAL DISTRIBUTION PLAN

PARTIAL LIGHTING PLAN-1

PARTIAL LIGHTING PLAN-2

PARTIAL POWER PLAN-1

PARTIAL MECHANICAL POWER PLAN-1

PARTIAL MECHANICAL POWER PLAN-2

LIGHTING FIXTURE SCHEDULE

MISC ELECTRICAL DETAILS

PANEL SCHEDULES-1

PANEL SCHEDULES-2

PANEL SCHEDULES-3

SHEET DESCRIPTIONSHT NO.NO. REV

FX101 FIRE SPRINKLER NEW WORK PLAN

FX501 FIRE SPRINKLER DETAILS

E-100 SITE ELECTRICAL PLAN

E-001 GENERAL ELECTRICAL NOTES, SYMBOLS & ABBREVIATIONS

33 S-401 NEW MECHANICAL ENCLOSURE PLAN AND DETAILS

S-402 NEW MECHANICAL ENCLOSURE DETAILS

T-102 T-103 T-104 T-105 T-106

T-501 T-502 T-503 T-504

T-601 T-602

PARTIAL TELECOMMUNICATION PLAN-2

PARTIAL SIPRNET PLAN-1

PARTIAL SIPRNET PLAN-2

PARTIAL CCTV PLAN-1

PARTIAL CCTV PLAN-2

COMMUNICATION OUTLET DETAILS

CABLE TRAY DETAILS

GROUNDING DETAILS

MISC COMMUNICATION & SECURITY DETAILS

TELECOMMUNICATION RISER DIAGRAM-1

TELECOMMUNICATION RISER DIAGRAM-2

T-101 PARTIAL TELECOMMUNICATION PLAN-1

T-001 GEN COMM & SECURITY NOTES, SYMBOLS & ABBREVIATIONS

T-603 TELECOMMUNICATION RISER DIAGRAM-3

SIPRNET RISER DIAGRAM

T-607 TELECOMMUNICATION SCHEMATIC DIAGRAM

T-608 SCHEMATIC DIAGRAM

T-100 CABLE TRAY DISTRIBUTION PLAN

T-401 ENLARGED TELECOMMUNICATION ROOM PLANS

14 C-302 WATERLINE PROFILES

P-501 PLUMBING DETAIL 1

M-303 MECHANICAL SECTION 3

M-304 MECHANICAL SECTION 4

M-305 MECHANICAL SECTION 5

M-306 MECHANICAL SECTION 6

M-501 MECHANICAL DETAIL 1

M-502 MECHANICAL DETAIL 2

M-503 MECHANICAL DETAIL 3

M-504 MECHANICAL DETAIL 4

M-604 HVAC SCHEDULES 4

E-105 PARTIAL POWER PLAN-2

E-605 PANEL SCHEDULES-4

T-606 MEDIA RISER DIAGRAM

A-606 SYSTEMS FURNITURE

P-903 WATER PIPING DIAGRAM 2

P-904 WATER PIPING DIAGRAM 3

T-505 TELECOMMUNICATION RACK ELEVATIONS

T-604

T-605 ACS, CATV & CCTV DIAGRAMS

T-506 DISPLAY WALL AND VTC DIAGRAMS

T-402 ENLARGED SPL STAFF & VTC ROOMS

2 G-002 GENERAL NOTES, SYMBOLS LEGEND, ABBREVIATIONS

4 G-004 LIFE SAFETY PLAN

130 ED101 LIGHTING DEMOLITION PLAN

131 ED102 ELECTRICAL DEMOLITION PLAN

132 ED103 ROOF DEMOLITION PLAN

143 E-601 ONE-LINE DIAGRAM

149 TD101 TELECOMMUNICATIONS DEMOLITION PLAN

150 TD102 ENLARGED DEMOLITON PLANS

X x x x x x x

X x

X x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x c

SHOPETTE

CENTRAL

PLANT

X x x x x x x

X x

X x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x c

SHOPETTE

CENTRAL

PLANT

X x x x x x x

X x

X x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x c

SHOPETTE

CENTRAL

PLANT

DANIEL K. INOUYE

EWA BEACH

INTERNATIONAL

AIRPORT

WAIKIKI

KANEOHE BAY

KAHANA BAY

BARBERS PT.

WAIMEA

OCEAN

PACIFIC

KAENA PT.

WAIANAE

MOKULEIA

WAHIAWA

KAHUKU POINT

LAIE POINT

CITY

PEARL

HALEIWA

SCHOFIELD

BARRACKS

PROJECT

SITE

HONOLULU

WHEELER ARMY

AIR FORCE BASE

LYMAN

GATE

FOOTE

GATE

FOOTE AVENUE

WAIANAE AVENUE

LYMAN ROAD

KUNIA R

OAD

WILIKINA DRIVE

SCHOFIELD

BARRACKS

H U

S R

PROJECT SITE

MACOMB GATE

BUILDING 2091

60 ULRICH WAY

KOLEKOLE AVENUE

LEGEND

HAUL ROUTE

McNAIR GATE

LICENSED

PROFESSIONAL

No. 7778

ARCHITECT

UIS K. FUNG

AI I U .S

. A

This work was prepared by me or under my supervision.

US Army Corps of Engineers ®

U S

A R

M Y

C O

O F

R S

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

2 3 4 5 6 7 8 9 10

E M

C R

O N

H O

D B

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G-001

18SB02

C O

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A-

-D

-0

O N

D T

RTA SUBMITTAL, DBB, 7 MAY 2018

N O

SHEET 1 OF 173

1" = 50'-0"A1 LOCATION MAP

N.T.SD4 VICINITY MAP

G -0

DETAIL SYMBOL

SECTION ARROW SECTION LINE

DRAWING, DETAIL NAME

CONTROL POINT

KEYNOTE SYMBOL

FINISH SYMBOL

NORTH SYMBOL

INT

ELEV

KEY

INTERIOR ELEVATION

DOOR NUMBER

CLG HT SYMBOL

EXTERIOR ELEVATION

WALL TYPE SYMBOL

ABBREVIATIONS SYMBOLS LEGEND

GENERAL NOTES

A LABEL CLASS A DOOR

A/C AIR CONDITION

A/C UNIT AIR CONDITIONING UNIT

A/E ARCHITECT/ENGINEER

AB ANCHOR BOLT

ACC ACCESSIBLE

ACOUST ACOUSTICAL.

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 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

BM BEAM.

BN BULLNOSE

BOS BOTTOM OF STEEL

BOT BOTTOM

BP BUILDING PAPER

BRKT BRACKET

BSMT BASEMENT

BTWN BETWEEN

BUR BUILT-UP ROOFING

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 CEMENT.

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, CLEAR.

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

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 DEPTH

D LABEL CLASS D DOOR

DBL DOUBLE

DEMO DEMOLITION

DEPT DEPARTMENT

DET DETAIL

DIA DIAMETER

DIM DIMENSION.

DIR DIRECTION

DIST DISTANCE

DN DOWN.

DOC DOCUMENT

DR DOOR

DS DOWNSPOUT

DWG DRAWING.

(E), EXST EXISTING.

E LABEL CLASS E DOOR

EA EACH

EF EACH FACE

EIFS EXTERIOR INSULATION AND FINISH SYSTEM

EJ EXPANSION JOINT

ES EACH SIDE

EL ELEVATION

ELEC ELECTRICAL.

ELEV ELEVATOR

ENCL ENCLOSURE.

ENTR ENTRANCE

EPS EXPANDED POLYSTYRENE BOARD (INSULATION)

EQ EQUAL

EWC ELECTRIC WATER COOLER

EXH EXHAUST.

EXP EXPOSED, EXPANSION.

EXT EXTERIOR, EXTINGUISHER.

EXT GR EXTERIOR GRADE

FA FIRE ALARM

FAAP FIRE ALARM ANNUNCIATOR PANEL

FAS BD FASCIA BOARD

FC BRK FACE BRICK

FCO FLOOR CLEANOUT

FD FLOOR DRAIN

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FED FEDERAL

FF FINISH FACE

FF EL FINISH FLOOR ELEVATION

FF INSUL FOIL BACKED INSULATION

FFE FIXTURES FURNISHING AND EQUIPMENT.

FGL FIBERGLASS

FH FIRE HOSE

FHP FULL HEIGHT PARTITION

FIN FINISH

FIN BS FINISH BOTH SIDES

FIN FL FINISH FLOOR.

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, FIRE SPRINKLER.

FSTNR FASTENER

FT FEET

FTG FOOTING

FURR FURRING, FURRED.

FWC FABRIC WALLCOVERING

G NATURAL GAS

GA GAUGE.

GALV GALVANIZED

GB GRAB BAR

GFCI GOVERNMENT FURNISHED CONTRACTOR INSTALLED

GFGI GOVERNMENT INSTALLED FURNISHED INSTALLED BY

GOVERNMENT

GFRG GLASS-FIBER-REINFORCED GYPSUM

GL GLASS.

GLZ GLAZING

GR FL GROUND FLOOR

GUT GUTTER

GYP BD GYPSUM BOARD

GYP PLAS GYPSUM PLASTER

HB HOSE BIBB

HC HOLLOW CORE.

HD HEAD.

HDCP HANDICAPPED.

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

HVAC HEATING, VENTILATION AND AIR CONDITIONING.

HYDR HYDRAULIC

IBC INTERNATIONAL BUILDING CODE

IN INCH.

INCL INCLUDING.

INSUL INSULATION

INT INTERIOR

ILO IN LIEU OF

JAL JALOUSIE.

JAN JANITOR

JT JOINT.

KPD KEYPAD

KIT KITCHEN

KPL KICKPLATE

L LENGTH, LONG.

LAM LAMINATE

LAV LAVATORY

LB POUND

LBR LUMBER

LBS POUND

LDG LANDING

LF LINEAR FEET (FOOT)

LH LEFT HAND.

LIB LIBRARY

LIN LINEAR

LKR LOCKER

LOC LOCATION

LT LIGHT

LVDR LOUVER DOOR

LVR LOUVER

MACH RM MACHINE ROOM

MATL MATERIAL

MAX MAXIMUM

MC MOISTURE CONTENT, MINERAL CORE.

MD METAL DECK

MECH MECHANICAL

MECH RM MECHANICAL ROOM

MEMB MEMBRANE

MET METAL.

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

MTD MOUNTED.

MTG MOUNTING

MTL METAL, MATERIAL.

MVBL MOVABLE

MWP MEMBRANE WATERPROOFING

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

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

OVHD OVERHEAD.

PA PUBLIC ADDRESS

PAR PARAPET

PAT PATTERN

PB PULL BOX

PBD PARTICLEBOARD

PCC PRECAST CONCRETE

PCT PERCENT

PERF PERFORATED

PERIM PERIMETER

PH PHASE

PIL PILASTER

PL PLATE.

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

PREFAB PREFABRICATE.

PREP PREPARATION.

PRKG PARKING

PROP PROPERTY.

PS CONC PRESTRESSED CONCRETE

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT POINT, PAINT.

PT PRESSURE TREATED

PTD PAINTED.

PTD PAPER TOWEL DISPENSER

PTDR PAPER TOWEL DISPENSER AND RECEPTACLE

PTN PARTITION

PV PHOTOVOLTAIC.

PVMT PAVEMENT.

PWR POWER

QT QUARRY TILE

QTY QUANTITY

R RISER.

RAD RADIUS.

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

REFL REFLECTED.

REINF REINFORCED, REINFORCING.

REM REMOVABLE

REP REPAIR

REPL REPLACE

REQ REQUIRE, REQUIRED.

REQD REQUIRED

RESIL RESILIENT

REST RESTROOM

REV REVISED, REVISION.

RF RESILIENT FLOORING

RFG ROOFING

RH RIGHT HAND.

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

SB SPLASH BLOCK

SC SCALE, SOLID CORE.

SCHED SCHEDULE

SD SMOKE DETECTOR

SECT SECTION.

SF SQUARE FOOT (FEET)

SFTWD SOFTWOOD

SGL SINGLE

SHT SHEET.

SHT MTL FLASH SHEET METAL (FLASHING)

SHTG SHEATHING.

SHTHG SHEATHING

SHV SHELVING

SIM SIMILAR

SJ SCORED JOINT

SKLT SKYLIGHT

SL SLOPE.

SLNT SEALANT

SMK SMOKE

SMLS SEAMLESS

SP SPACE.

SP EL SPOT ELEVATION

SPEC SPECIFICATION

SPKR SPRINKLER.

SQ SQUARE

SQ IN SQUARE INCH

SQ YD SQUARE YARD

SS STAINLESS STEEL.

SST STAINLESS STEEL

ST STAIRS

STA STATION.

STD STANDARD

STL STEEL.

STL JST STEEL JOIST

STL RF DK STEEL ROOF DECK

STOR STORAGE

STR STRINGERS

STRB/HRN STROBE/HORN

SUB FL SUBFLOOR

SUSP SUSPENDED.

SV SHEET VINYL

SVC SERVICE.

SW SIDEWALK

SYS SYSTEM.

T TREAD

T&G TONGUE AND GROOVE.

T/S TUB/SHOWER

TC TERRA COTTA

TD TRENCH DRAIN

TEL TELEPHONE

TEMP TEMPORARY

TER TERRAZZO

TFF TOP OF FINISH FLOOR

THK THICKNESS

THRU THROUGH.

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

TYP TYPICAL

UL UNDERWRITERS LABORATORY

UNO UNLESS NOTED OTHERWISE

U/S UNDERSIDE

VAR VARIES

VERT VERTICAL

VEST VESTIBULE

VOL VOLUME

W/ WITH

W/O WITHOUT

WD WOOD

WP WATERPROOFING

WT WEIGHT

IT IS THE CONTRACTOR'S RESPONSIBILITY TO REVIEW ALL DRAWINGS AND SPECIFICATIONS,

INCLUDING BUT NOT LIMITED TO CIVIL, STRUCTURAL, ARCHITECTURAL, FIRE PROTECTION, LIFE

SAFETY, PLUMBING, MECHANICAL, ELECTRICAL, AND TELECOMMUNICATIONS PRIOR TO

STARTING WORK. REPORT ANY DISCREPANCIES TO PROJECT MANAGER.

CONTRACTOR AND/OR ALL MATERIAL SUPPLIERS SHALL VERIFY ALL EXISTING FIELD

CONDITIONS AND DIMENSIONS AND SHALL NOTIFY THE CONTRACTING OFFICER'S

REPRESENTATIVE OF ANY DISCREPANCIES OR OMISSIONS PRIOR TO STARTING OF WORK.

CONTRACTOR SHALL ADHERE TO ALL APPLICABLE RULES AND REGULATIONS GOVERNING

CONSTRUCTION, BUILDING ACCESS.

THE CONTRACTOR AND ALL SUBCONTRACTORS ARE CAUTIONED TO COORDINATE ITEMS IN

THEIR SCOPE OF WORK WITH OTHER TRADES.

ALL SUB-CONTRACTORS SHALL PERFORM THEIR RESPECTIVE WORK NECESSARY TO MAKE A

COMPLETE AND FINISHED JOB WHETHER OR NOT SPECIFICALLY DESCRIBED AND ILLUSTRATED

IN THESE PLANS AND SPECIFICATIONS.

DO NOT SCALE DRAWINGS, CONTRACTOR SHALL USE DIMENSIONS INDICATED ON DRAWINGS.

CONTRACTOR TO VERIFY AND COORDINATE EQUIPMENT SUPPLIERS, ALL WORK INVOLVING

EQUIPMENT, INCLUDING, BUT NOT LIMITED TO ELECTRICAL, PLUMBING, ETC., BEFORE

PROGRESSING WITH WORK.

CONSTRUCT AND MAINTAIN ALL BARRICADES AND OTHER NECESSARY STRUCTURE OR FRAME

OF A TEMPORARY NATURE AS MAY BE REQUIRED FOR THE PROTECTION OF THE PROPERTY OF

THE PUBLIC.

CONTRACTOR SHALL PROVIDE GENERAL CLEAN UP UPON COMPLETION OF WORK. THE

CONTRACTOR WILL BE REQUIRED TO KEEP THE CONSTRUCTION SITE CLEAN AND NEAT AT THE

END OF EACH WORK DAY, IN WHICH THE CONTRACTOR MAY BE REQUIRED TO DUMP THEIR

RUBBISH AT THE END OF THE WORK DAY.

REPAIR ANY DAMAGE TO EXISTING STRUCTURE OR NEW CONSTRUCTION RESULTING FROM

THE INSTALLATION OF NEW WORK. THE AREAS ALTERED AND REPAIRED SHALL MATCH THE

ADJACENT CONDITIONS AND SURFACES IN STRENGTH, DURABILITY, TEXTURE, FINISH AND

COLOR.

THIS PROJECT SHALL CONFORM WITH THE ACCESSIBILITY REQUIREMENTS OF THE

ARCHITECTURAL BARRIERS ACT (ABA) CHAPTERS 1 AND 2, AND CHAPTERS 3 THROUGH 10

(2010).

FIRE SAFETY DURING CONSTRUCTION, ALTERATION OR DEMOLITION OF A BUILDING SHALL BE

IN ACCORDANCE WITH CURRENT FIRE CODES AND NFPA 101.

ALL DIMENSIONS SHALL BE TAKEN TO FACE OF FINISH UNLESS NOTED OTHERWISE.

PRIOR TO MOBILIZATION, THE PROPOSED COSA SHALL BE SUBMITTAL FOR APPROVAL. ITS

EXACT SIZE AND LOCATION SHALL BE REVIEWED AND APPROVED BY THE POH COR AND

GARRISON DPW REPRESENTATIVE.

FURNITURE SYSTEMS PARTITIONS ARE GFCI, AND ARE SHOWN FOR COORDINATION PURPOSES.

10.

11.

12.

13.

14.

15.

DET-NO

SHT-NO

TITLEREF SCALE

DOOR-NO

KEYNOTE-NO

CLG-HT

FIN-SYM

WALL-TYPE

POWER ACTUATED FASTENERS, SHOT PINS, AND EXPANSION BOLTS LESS THAN 1/2" IN DIA16.

SHALL NOT BE PERMITTED IN EXISTING PRECAST CONCRETE ROOF MEMBERS SUCH AS

INVERTED T-GIRDERS, RECTANGULAR BEAMS, AND WEB OR STEM PORTIONS OF DOUBLE T-

GIRDERS. SEE ROOF FRAMING PLANS ON STRUCTURAL DRAWINGS.

LICENSED

PROFESSIONAL

No. 7778

ARCHITECT

UIS K. FUNG

AI I U .S

. A

This work was prepared by me or under my supervision.

US Army Corps of Engineers ®

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3. ALLOWABLE AREA & HEIGHT:

ALLOWABLE

36,000 SF /FLOOR

ACTUAL

1ST FLR: 22,000 SF

4. ALLOWABLE AREA/HEIGHT INCREASE:

FRONTAGE INCREASE NOT REQUIRED

5. REQUIRED VS. PROVIDED EXTERIOR EXPOSURE PROTECTION

NORTH EXPOSURE: KOLEKOLE AVENUE

WEST EXPOSURE: ULRICH WAY (STREET)

EAST EXPOSURE: PARKING LOT

SOUTH EXPOSURE: GRASS FIELD

REQUIRED EXTERIOR EXPOSURE RATING: NONE REQUIRED

6. INTERIOR FIRE RATED OCCUPANCY SEPARATION

a. NON-SEPARATED OCCUPANCY

b. SMOKE PARTITION FOR STORAGE ROOM, ELECTRICAL

ROOM AND TELECOM ROOM PER NFPA 101 (8.7.1.2)

7. INTERIOR FIRE AREA SEPARATION

NONE REQUIRED

1. CLASSIFICATION OF OCCUPANCY:

2. OCCUPANT LOAD FACTOR(S) & TOTAL CALCULATED LOAD

3. REQUIRED NO. OF EXITS:

MINIMUM DOOR WIDTH = 32" (NFPA 101, PARA. 7.2.1)

5. ARRANGEMENT OF EGRESS

BUSINESS

NO FIRE RATED STAIRWELLS OR VESTIBULES REQUIRED

WALL & CEILING:

FLOOR FINISH:

INSULATION:

OFFICE

CLASS A OR B PER NFPA 101, 38.3.3.2

CLASS I & II (NFPA 101, 38.3.3.5)

WALL & CEILING:

FLOOR FINISH:

INSULATION:

STORAGE

NONE REQUIRED

10. SMOKE CONTROL: NONE REQUIRED

11. SPECIAL LOCKING ARRANGEMENTS: NONE REQUIRED

FIRE EXTINGUISHER NOTES

1. FIRE EXTINGUISHER SHALL BE PROVIDED

THROUGHOUT THE BUILDING

2. PORTABLE FIRE EXTINGUISHERS SHALL COMPLY WITH

NFPA 10 AND SPECIFICATIONS

3. ALL FIRE EXTINGUISHERS SHALL HAVE A MINIMUM

CLASS 4A:60B:C RATING & SHALL BE DRY CHEMICAL

TYPE UNLESS NOTED OTHERWISE.

OCCUPANCY

LIFE SAFETY CODE SUMMARY

4. CAPACITY OF MEANS OF EGRESS

ALL EXITS DISCHARGE TO EXTERIOR OF BUILDING

6. DISCHARGE FROM EXITS

7. FIRE RATED EXITS & EXIT ACCESS:

8. FIRE SEPARATION OF HAZARDOUS AREAS:

9. INTERIOR FINISH REQUIREMENTS

BUILDING AREA

BUILDING CODE SUMMARY

1. OCCUPANCY: ASSEMBLY (B) (NON-SEPARATED USE)

2. TYPE OF CONSTRUCTION: BUILDING IS EXISTING TYPE V-B

CONSTRUCTION

FLAME SPREAD OF 75 OR LESS & SMOKE

DEVELOPMENT OF 150 OR LESS (UFC 3-600-01)

FLAME SPREAD OF 75 OR LESS & SMOKE

DEVELOPMENT OF 150 OR LESS (UFC 3-600-01)

TOTAL CAPACITY REQUIRED: 240

PERSONS x .2" /PERSON = 85" TOTAL

STORAGE ROOMS, ELECTRICAL ROOMS, IT ROOMS

AND TELECOM ROOMS: SMOKE PARTITION (NFPA

101, PARA 8.7.1.2)

SEE OCCUPANT LOAD CHART, THIS SHEET

TOTAL CAPACITY PROVIDED:

SINGLE DOORS = 160 PERSONS/DOOR X 9 DOORS = 800 OCCUPANTS

CORRIDOR # (LEFT OF THE BUILDING) = 48 IN. / 0.2 IN/OCCUPANT = 240 OCCUPANTS

CORRIDOR # (RIGHT OF THE BUILDING) = 48 IN. / 0.2 IN/OCCUPANT = 240 OCCUPANTS

CORRIDOR # (TOP OF THE BUILDING) = 60 IN. / 0.2 IN/OCCUPANT = 300 OCCUPANTS

CORRIDOR # (BOTTOM OF THE BUILDING) = 60 IN. / 0.2 IN/OCCUPANT = 300 OCCUPANTS

NEW BUSINESS AND NEW STORAGE

EGRESS LEGEND

DESCRIPTIONSYMBOL

SMOKE PARTITION WITH SELF CLOSING

DOOR

EGRESS PATH

COMMON PATH OF TRAVEL

MAX. OCCUPANT LOAD/EGRESS CAPACITY

COMMON PATH OF TRAVEL (FEET)/

TRAVEL DISTANCE (FEET)

EXIT

XX'/XX'

XX/XX

MAX. TRAVEL

DISTNSCE

DEAD-END

CORRIDOR LIMIT

COMMON PATH

LIMIT

300'

B2091 ACTUAL: 236'

50'

B2091 ACTUAL: 10'

100'

B2091 ACTUAL: 85'

STORAGE

400'

B2091 ACTUAL: 142'

100'

B2091 ACTUAL: 10'

100'

B2091 ACTUAL: 67'

CLASS A OR B PER NFPA 101, 38.3.3.2

SPRINKLER INCREASE REQUIRED PER IBC 2015:

36,000 SF FOR A 1 STORY BUILDING

OCCUPANT LOAD DOES NOT EXCEED 1000 PERSONS; 2 EXITS ARE

REQUIRED. HOWEVER, 5 EXITS ARE BEING PROVIDED

ALLOWABLE

3 STORIES

ACTUAL

1 STORY

BUILDING HEIGHT

APPLICABLE CODES

1. UFC 3-600-01: FIRE PROTECTION ENGINEERING, 8 AUGUST 2016, CHANGE 1,

28 NOVEMBER 2016

2. UFC 4-021-01: DESIGN AND O&M: MASS NOTIFICATION SYSTEMS, 9 APRIL

2008, CHANGE 1, JANUARY 2010

3. NFPA 13: INSTALLATION OF SPRINKLER SYSTEMS, 2016 EDITION

4. NFPA 24: STANDARD FOR THE INSTALLATION OF PRIVATE FIRE SERVICE

MAINS AND THEIR APPURTENANCES, 2016 EDITION

5. NFPA 72: NATIONAL FIRE ALARM AND SIGNALING CODE, 2016 EDITION

6. NFPA 101: LIFE SAFETY CODE, 2015 EDITION

7. NFPA 10: STANDARD FOR PORTABLE FIRE EXTINGUISHERS, 2013 EDITION

8. NFPA 241: STANDARD FOR SAFEGUARDING CONSTRUCTION, ALTERATION,

AND DEMOLITION OPERATIONS, 2013 EDITION

9. EM-385-1-1 SAFETY AND HEALTH REQUIREMENTS MANUAL

10. IBC: INTERNATIONAL BUILDING CODE, 2015 EDITION

MULTI-PURPOSE DRY CHEMICAL FIRE

EXTINGUISHER

(MINIMUM 4A:60B:C - 4.5kg [10 LB])

FIRE EXTINGUISHER CABINET - SURFACE

MOUNTED

FEC-S

FIRE EXTINGUISHER CABINET - SEMI-

RECESSED MOUNTED

FEC-SR

FIRST FLOOR OCCUPANT LOAD SUMMARY:

NAME AREA (SF)

O.L.F

(SF/PERSON)

Occ. LOAD

(PEOPLE) REMARKS

DCSM 202 100 3 BUSINESS

COFS 203 100 3 BUSINESS

CG 251 100 3 BUSINESS

DIV G8 2067 100 21 BUSINESS

M 212 100 3 BUSINESS

S 212 100 3 BUSINESS

GO 212 100 3 BUSINESS

MECH 262 500 1 STORAGE

OFFICE 200 100 2 BUSINESS

FILES 104 100 1 BUSINESS

MEDIA 102 100 1 BUSINESS

PA OFF 177 100 2 BUSINESS

TR 131 500 1 STORAGE

MEDIA 133 100 1

DIV SAFETY 234 100 2 BUSINESS

SUPRVSR 100 1 BUSINESS

DIV PAO 535 100 5 BUSINESS

CHAPLAIN 225 100 2 BUSINESS

MEDIA 55 100 1 BUSINESS

CHIEF CHAPL 160 100 2 BUSINESS

ASST SHAPL 110 100 1 BUSINESS

CORR 1995 100 20

VTC 426 15 29 BUSINESS

PROT 119 100 1 BUSINESS

BREAK 108 100 1 BUSINESS

TEAM 110 100 1 BUSINESS

MECH 141 500 1 STORAGE

MEDIA 99 100 1 BUSINESS

DIV SJC-CRIMLAW 690 100 7 BUSINESS

TRIAL CNSL 110 100 1 BUSINESS

TRIAL CNSL 110 100 1

TRIAL CNSL 116 100 1 BUSINESS

TRIAL CNSL 116 100 1

DIV ENGINEER 1318 100 13 BUSINESS

TEAM 121 100 1

MEDIA 122 100 1

TR 64 500 1

CHIEF ENG 110 100 1 BUSINESS

ENG NCO 111 100 1 BUSINESS

ELECT 172 500 1

W RESTROOM 181 100 2

JAN 26 500 1 STORAGE

M RESTROOM 198 100 2

W SHOWER 40 100 1

TOTAL 240

NUM.

BUSINESS

STORAGE

BUSINESS

21441

M SHOWER 114 100 1 BUSINESS

MECH 248 500 1 STORAGE

SPCL STAFF 1179 100 12 BUSINESS

CBRN OFF 109 100 1 BUSINESS

CBRN SGM 110 100 1 BUSINESS

CBRN NCO 100 100 1 BUSINESS

SCA 110 100 1 BUSINESS

MEDIA 107 100 1 BUSINESS

TEAM 126 100 1

DIV CBRNE 826 100 9 BUSINESS

SIPRNET 125 500 1

SECUIRTY 76 100 1 BUSINESS

LOBBY 205 100 2

FIRE ALARM & SPKR 204 500 1

TEAM 113 100 1

OIC 110 100 1 BUSINESS

NCOIC 110 100 1 BUSINESS

MEDIA 100 100 1

MCP-OD 537 100 5

ELECT 110 500 1 STORAGE

TR 107 500 1

MR2 CNSLR 111 100 1

BUSINESS

STORAGE

BUSINESS

STORAGE

BUSINESS

STORAGE

BUSINESS

SR CNSLR 110 100 1 BUSINESS

DIV RETENTION 303 100 3 BUSINESS

CNSLR 110 100 1 BUSINESS

MEDIA 98 100 1 BUSINESS

CMD CNSLR 113 100 1 BUSINESS

TEAM 102 100 1 BUSINESS

W RESTROOM 264 100 3 BUSINESS

W SHOWER 32 100 1

JAN 24 500 1 STORAGE

M RESTROOM 291 100 3

M SHOWER 32 100 1 BUSINESS

SURGEON 155 100 2

MEDIA 106 100 1

TEAM 124 100 1

MECH 209 500 1 STORAGE

MED OPS 107 100 1 BUSINESS

CH MED OPS 117 100 1

DIV SURGEON 1037 100 10

PSYCHT 116 100 1 BUSINESS

BUSINESS

No. FP 001359

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US Army Corps of Engineers ®

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RAMP

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VTC

SPCL STAFF

SIPRNET

SECURITY

BREAK

PROT

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SHOWER

RESTROOM

SHOWER

RESTROOM

DIV PAO

DIV SAFETY

CHAPLAIN

PA OFFMEDIAFILESOFFICE

MEDIA

ASST CHAPLCHIEF CHAPL

MEDIA

SUPRVSR

GOSM

DIV G8

DCSMCOFSCG

DIV SJC-CRIMLAW

TRIAL CNSL

MCP-OD

MEDIA

TEAM

OIC

NCOIC

TEAM

MEDIA

CHIEF ENG

DIV ENGINEER

ENG NCO

TEAM

PSYCHT

SURGEON

MEDIA

TEAM

MED OPS CH MED OPS

DIV SURGEON

DIV RETENTION

CNSLRCNSLR

MR2 CNSLR

SR CNSLR

CMD CNSLR TEAM

DIV CBRNE

MEDIA

TEAMMEDIASCACBRN NCOCBRN SGMCBRN OFF

MEDIA

RAMP

111 110 109 108 107 106

187186

190 189

182183

130 131 132

129 128 127

155 156

146 147 148 149

196 197

198 199

122 121

139 176

SSS

S S

SSS

14 15 16 17 18 19 20

16 17 18 19 20 21 22 23

11109876543

8765432

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(75'/0')

(65'/106')

(70'/171') (70'/196')

(76'/106')

(51'/126')

D E

A D

E N

D C

O R

FEC-S

FEC-SR

FEC-SRFEC-SR

FEC-SR

SP SP

SPSP

S P

SP SP

SPSP

SP SP

320/1

320/1 320/1

160/88

160/1

160/88

320/88

160/88

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LIFE SAFETY PLAN

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C-001

EXIST, E

INV., INV

LOC

GALV

HORIZ.

I.D.

GND

ELEV.

G.I.

FIN.

FF EL

LINEAR FEET

LOCATION

INVERT

INSIDE DIAMETER

HORIZONTAL

GALVANIZED

LIGHT POLE

GATE VALVE

GROUND

GALVANIZED IRON

EXISTING, EAST

ELEVATION

FIRE HYDRANT

FIRE WATER

FINISH

FINISH FLOOR ELEVATION

FINISH GRADE

WMH

WWF

CONC

D.I., DI

DMH

ELEC.

E.P.

EMH

CONT

DIA, Ø

DET

CLR

BOT.

BLDG

CONCRETE

ELECTRIC

DRAIN INLET, DUCTILE IRON

DRAIN MANHOLE

EACH WAY, EXISTING WATER

ELECTRIC POLE

ELECTRIC MANHOLE

DOWN SPOUT

TYP, TYP.

TMH

THK

TEMP

CONTINUOUS

CLEANOUT TO GRADE

DIAMETER

DETAIL

SDMH

SYM

TEL

MIN

CLEARANCE

CATCH BASIN

BOTTOM

CHAINLINK

BUILDING

CAST IRON

O.C., OC

O.D.

REQD

ASPHALTIC CONCRETE

APPROXIMATE

MAX

MECH.

WATER MANHOLE

WATER VALVE

WELDED WIRE FABRIC

WATER LINE

WITH

SLOPE, SEWER, SOUTH

TYPICAL

STREET LIGHT

WATER, WEST

STORM DRAIN MANHOLE

TELEPHONE MANHOLE

VALVE BOX

STAINLESS STEEL

THICK

SYMBOL

TOP OF CURB

TELEPHONE

SQUARE

TEMPORARY

OUTSIDE DIAMETER

ON CENTER

MINIMUM

MECHANICAL

MAXIMUM

RADIUS

MANHOLE

NORTH

REQUIRED

1. EROSION CONTROL MEASURES SHALL BE INSTALLED PRIOR TO CONSTRUCTION.

2. CONTRACTOR TO PERIODICALLY INSPECT EROSION CONTROLS ESPECIALLY

DURING PERIODS OF HEAVY RAIN FALL, AND AS FOLLOWS:

A) DRY PERIODS: WEEKLY

B) RAIN FALL OF 0.5 INCH OR GREATER: WITHIN 24 HOURS

C) PROLONGED RAIN FALL: DAILY

3. THE FINAL LIFT OF EACH DAYS WORK SHALL BE COMPACTED TO PREVENT EROSION

OF FILL MATERIALS.

4. THE CONTRACTOR SHALL DISPOSE OF VEGETATION AND EQUIPMENT & HYDRAULIC

OILS OFF-SITE.

5. NO OIL OR FUEL SHALL BE STORED ON SITE.

6. ALL EQUIPMENT SHALL BE SERVICED IN A CONFINED AREA AND ALL FLUIDS SHALL

DRAIN INTO PANS FOR HANDLING.

7. GOOD HOUSEKEEPING SHALL BE UTILIZED TO ENSURE PROTECTION OF

ROADWAYS FROM MUD, DIRT, AND DEBRIS.

8. THE CONTRACTOR SHALL ENSURE THAT ALL TIRES OF CONSTRUCTION VEHICLES

ARE SUFFICIENTLY CLEANED OFF SO THAT DIRT OR DEBRIS IS NOT TRACKED OFF

THE CONSTRUCTION SITE. WASHING OFF TIRES WITH WATER WILL NOT BE

ACCEPTABLE UNLESS THE RUNOFF IS CONTAINED AND DOES NOT ENTER THE STORM

DRAIN SYSTEM.

SPOT GRADE

DESCRIPTIONEXISTING NEW

G.P GUYWIRE POST

GW GUYWIRE

H HEIGHT

SMH SEWER MANHOLE

SLB STREET LIGHT BOX

TW TOP OF WALL

UP UTILITY POLE

1. UNLESS OTHERWISE SPECIFIED HERE-IN, WATER LINE AND APPURTENANCE SHALL

BE CONSTRUCTED IN ACCORDANCE WITH CITY AND COUNTY OF HONOLULU, BOARD

OF WATER SUPPLY (BWS), WATER SYSTEM STANDARDS, UFC 3-600-1 AND NFPA 24

AND DPW MEMORANDUM "STANDARD WATER DISTRIBUTION GUIDANCE FOR

SUSTAINMENT, RESTORATION, MODERNIZATION AND MILITARY CONSTRUCTION

PROJECTS" WHICHEVER IS MORE STRINGENT.

2. CATHODIC PROTECTION IS NOT REQUIRED FOR UNDERGROUND METALLIC

SYSTEMS AND METALLIC FITTINGS/PORTIONS OF NON-METALLIC, UNDERGROUND

SYSTEMS.

3. ALL WATER MAINS 6-INCHES IN DIAMETER AND LARGER SHALL BE DUCTILE IRON

PIPE, CLASS 52. DUCTILE IRON WATER MAINS PLACED UNDERGROUND SHALL BE

ENCASED IN TWO-LAYERS OF 8-MIL POLYETHYLENE LOOSE WRAP IN ACCORDANCE

WITH AWWA C105.

4. ELECTRONIC BALL MARKERS (IN LIEU OF COPPER TRACER WIRE) SHALL BE USED

ON ALL NEW WATER LINES.

5. WATER OUTAGES

A. WATER OUTAGES SHALL BE LIMITED TO 6 HOURS, UNLESS OTHERWISE APPROVED

BY THE DPW WATER SYSTEM MANAGER.

B. CONTRACTOR SHALL PROVIDE A WATER TRUCK FOR ANY WATER OUTAGE LASTING

LONGER THAN 6 HOURS, UNLESS OTHERWISE APPROVED BY THE DPW WATER

SYSTEM MANAGER.

CONTOUR

SEWER

1. THE CONTRACTOR SHALL PROVIDE, INSTALL AND MAINTAIN ALL NECESSARY SIGNS AND

OTHER PROTECTIVE FACILITIES, WHICH SHALL CONFORM WITH THE "HAWAII

ADMINISTRATION RULES GOVERNING THE USE OF TRAFFIC CONTROL DEVICES AT WORK

SITES ON OR ADJACENT TO PUBLIC STREETS AND HIGHWAYS" ADOPTED BY THE DIRECTOR

OF TRANSPORTATION, AND THE CURRENT U.S. FEDERAL HIGHWAYS ADMINISTRATION'S

"MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS, PART

VI-TRAFFIC CONTROLS FOR STREET AND HIGHWAY CONSTRUCTION AND MAINTENANCE

OPERATIONS."

2. WORK ON ANY STREET AREA MAY BE PERFORMED ONLY BETWEEN THE HOURS OF 8:30

A.M. TO 3:30 P.M., MONDAY THROUGH FRIDAY, UNLESS OTHERWISE PERMITTED BY THE

CONTRACTING OFFICER.

3. DURING WORKING HOURS, THE CONTRACTOR SHALL PROVIDE FOR ONE LANE OF

THROUGH TRAFFIC. DURING NON-WORKING HOURS, ALL TRENCHES SHALL BE COVERED

WITH SAFE NON- SKID BRIDGING MATERIAL, (STEEL TRAFFIC PLATES RATED FOR H-20

LOADS) AND ALL LANES SHALL BE OPENED TO TRAFFIC.

4. WHERE PEDESTRIAN WALKWAYS EXIST, THEY SHALL BE MAINTAINED IN PASSABLE

CONDITION OR OTHER FACILITIES FOR PEDESTRIANS SHALL BE PROVIDED. PASSAGE

BETWEEN WALKWAYS AT INTERSECTIONS SHALL LIKEWISE BE PROVIDED. CONTRACTOR

SHALL ENSURE THAT THERE IS AN ACCESSIBLE ROUTE AROUND THE CONSTRUCTION AREA

AT ALL TIMES WHICH IS IN COMPLIANCE WITH ADA REQUIREMENTS.

5. THE CONTRACTOR SHALL REPLACE OR REPAIR ALL TRAFFIC SIGNS, POST AND PAVEMENT

MARKINGS DISTURBED BY HIS ACTIVITIES.

6. CONTRACTOR SHALL PREPARE, COORDINATE, AND OBTAIN A DPW TRAFFIC CONTROL

PLAN PERMIT PRIOR TO COMMENCING ANY ROAD/LANE CLOSURE ACTIVITIES ON THE

INSTALLATION.

7. THE CONTRACTOR SHALL OBTAIN ALL THE REQUIRED APPROVALS PRIOR TO START OF

CONSTRUCTION.

8. CONTRACTOR SHALL PROVIDE THE APPROPRIATE NUMBER OF FLAGMEN(S), EQUIPPED

WITH THE PROPER SAFETY CLOTHING, EQUIPMENT, AND OR COMMUNICATION DEVICES TO

CONDUCT, CONTROL, AND MANAGE THE TRAFFIC ENTERING CONTRACTOR WORK SITE.

9. CONTRACTOR SHALL PROVIDE THE NUMBER OF ROAD SIGNS I.E ROAD CLOSE, DETOUR

SIGNS, INFORMATION SIGNS OF UPCOMING AND OR DURATION OF ROAD/LANE CLOSURE

SIGNS TO PROPERLY ADVISE AND REROUTE THE INCOMING TRAFFIC AWAY FROM THE

CONSTRUCTION SITE AND ALLOW FOR LOCAL TRAFFIC SERVICE INTO THE CONSTRUCTION

AREAS.

10. CLOSURE OF MAJOR ROAD WAYS, INTERSECTIONS, AND BASE ENTRANCES WILL

REQUIRE THE CONTRACTOR TO PROVIDE SEVERAL ELECTRONIC MESSAGE BOARDS

SURROUNDING THE CONSTRUCTION SITE AND SIGNS POSTED A MINIMUM OF 30 DAYS IN

ADVANCE OF THE CLOSURE WORK.

11. IN THE EVENT THE REQUESTED LANE/ROAD CLOSURE NEEDS TO BE EXTENDED DUE TO

UNFORESEEN WORK, ADVERSE WEATHER AND ETC., THE CONTRACTOR SHALL SUBMIT IN

WRITING A MINIMUM TWO (2) WEEKS PRIOR TO THE PERMIT EXPIRATION DATE TO SEEK A

PERMIT EXTENSION FROM DPW TRAFFIC ENGINEER, DEAN MIYAMOTO. (808)-656-3026.

FILTER SOCK

SILT FENCE

WATER LINE

FIRE LINE

ELECTRICAL

DRAIN

LIMITS OF WORK

1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITIES AND STRUCTURES

AS SHOWN ON THE PLANS ARE BASED ON THE LATEST AVAILABLE DATA. THE

CONTRACTOR SHALL TONE AREA, VERIFY THE LOCATION AND DEPTHS OF THE

EXISTING UTILITIES SHOWN AND EXERCISE PROPER CARE IN EXCAVATING IN THE

AREA.

2. THE CONTRACTOR SHALL PERFORM MISCELLANEOUS SITE AND UTILITY

DEMOLITION/REMOVAL NOT SHOWN ON THE DRAWINGS WHERE NECESSARY TO

ACCOMPLISH NEW CONSTRUCTION.

3. ALL UTILITY OUTAGES SHALL BE COORDINATED WITH THE CONTRACTING OFFICER

AT LEAST 45 DAYS PRIOR TO ANY OUTAGE. THE CONTRACTOR SHALL NOT

MANIPULATE ANY SWITCHING DEVICES OR VALVES AND SHALL NOTIFY THE FIRE

DEPARTMENT PRIOR TO INSTALLING TEMPORARY VALVES TO FIRE HYDRANT.

PROVIDE A BACKFLOW PREVENTER WHEN CONNECTING TO FIRE HYDRANTS FOR

TEMPORARY USAGE. CONNECTION SHALL BE VIA QUICK CONNECT/DISCONNECT

COUPLINGS.

4. WHERE EXISTING UTILITIES NOT INDICATED FOR REMOVAL ARE ENCOUNTERED,

INFORM THE CONTRACTING OFFICER FOR FURTHER DIRECTION.

5. EXISTING UTILITIES SHALL REMAIN IN-SERVICE AND IN PLACE UNLESS NOTED

OTHERWISE. INTERRUPTION OF SERVICE SHALL BE KEPT TO A MINIMUM AND SHALL

BE DONE AT THE CONTRACTOR'S EXPENSE AND ONLY WITH THE APPROVAL OF THE

CONTRACTING OFFICER.

6. THE CONTRACTOR SHALL PROVIDE SAFE ACCESS TO AND FROM ALL PARKING

LOTS, SIDEWALKS, DRIVEWAYS, AND STREETS.

7. DURING CONSTRUCTION, PREVENTIVE MEASURES SHALL BE USED TO TO CONTROL

FORESEEABLE DUST, EROSION OR SEDIMENTATION PROBLEMS WHICH MAY ARISE AS

WORK PROGRESSES. SPRINKLE OR TREAT WITH DUST SUPPRESSANTS, THE SOIL AT

THE SITE, HAUL ROADS, AND OTHER AREAS DISTURBED BY OPERATIONS.

891.00

1. ALTHOUGH NO NEW EXTERIOR SEWER WORK IS REQUIRED. CONTRACTOR IS STILL

REQUIRED TO SUBMIT A SEWER CONNECTION APPLICATION FORM TO AQUA

ENGINEERS, INC.

6. HYDROSTATIC TEST: ALL PIPING AND APPURTENANCES SHALL BE

HYDROSTATICALLY TESTED AT 200 PSI OR 50 PSI IN EXCESS OF THE SYSTEM

WORKING PRESSURE, WHICHEVER IS GREATER AND SHALL MAINTAIN THAT

PRESSURE AT ±5 PSI FOR 2 HOURS.

7. THE CONTRACTOR SHALL NOT BE ALLOWED TO HANDLE OR OPERATE THE WATER

DISTRIBUTION SYSTEM. DPW SHALL BE PROVIDED SEVEN DAYS NOTIFICATION

PRIOR TO THE REQUEST.

8. AT NO TIME SHALL DPW'S FIRE HYDRANTS OR WATER MAIN VALVES BE OPERATED

BY THE CONTRACTOR.

9. AT NO TIME SHALL APPRENTICE-LEVEL PERSONNEL BE ALLOWED TO EXECUTE

TASKS ON DPW'S WATER DISTRIBUTION SYSTEM WITHOUT A CURRENT STATE OF

HAWAII DISTRIBUTION OPERATOR (DSO) GRADE III CERTIFICATION IN ADDITION TO

A LICENSED JOURNEYMAN PLUMBER DIRECTLY ON SITE OBSERVING THE WORK.

10. THE CONTRACTOR SHALL PROVIDE COPIES OF ALL REQUIRED DSO GRADE III

CERTIFICATIONS AND PLUMBING LICENSES UPON REQUEST AND PRIOR TO THE

COMMENCEMENT OF ANY WORK BEING PERFORMED. THE CONTRACTOR'S PERSONNEL

(SUPERVISOR AND PLUMBERS) SHALL HAVE AT LEAST FIVE (5) YEARS EXPERIENCE

WORKING ON THE EXTERIOR WATER DISTRIBUTION SYSTEMS.

11. WATER OUTAGES SHALL BE LIMITED TO SIX HOURS. UNLESS OTHERWISE

APPROVED BY THE DPW WATER SYSTEM MANAGER. WATER OUTAGES SHALL BE

APPROVED BY DPW OPERATIONS AND MAINTENANCE DIVISION AND COORDINATED

WITH THE DPW WATER SYSTEM MANAGER.

12. PRESSURE TESTS: THE DPW AND THE CORPS OF ENGINEERS (COE) SHALL BE

PRESENT FOR THE PRESSURE TEST BOTH PARTIES SHALL BE PROVIDED SEVEN DAYS

ADVANCED NOTIFICATION BEFORE TESTING COMMENCES. DPW AND THE COE SHALL

BE PRESENT TO OBSERVE THE TESTING. DEPENDING ON THE CIRCUMSTANCES AND

WORK SCHEDULE, DPW SHOPS MAY NOT BE PRESENT AT ALL TIME.

13. ALL BFPA'S SHALL BE TESTED WITHIN FIVE DAYS OF INSTALLATION. THIS TEST

SHALL BE CONDUCTED BY A TESTER CERTIFIED TO TEST THAT TYPE OF ASSEMBLY

AND WHOSE CERTIFICATION IS FROM AN ORGANIZATION RECOGNIZED AND

APPROVED BY DPW. THE TEST RESULTS SHALL BE RECORDED ON THE DPW BFPA

TEST FORM OR AN ACCEPTABLE EQUIVALENT AND PROVIDED TO THE DPW WATER

SYSTEM MANAGER. THE RESULTS SHALL INCLUDE THE LOCATION, SIZE,

MANUFACTURER, MODEL NUMBER, AND SERIAL NUMBER OF THE ASSEMBLY.

14. ALL MAIN DRAIN, FLOW TEST, AND INSPECTOR'S TEST CONNECTIONS WILL BE

PIPED OUTDOORS TO PREVENT WATER DAMAGE TO FACILITIES. AT NO TIME SHALL

THESE CONNECTIONS BE ALLOWED TO TERMINATE IN FLOOR SINKS., UTILITY SINKS,

P-TRAPS, OR ANY OTHER INTERIOR DRAIN. THE WATER FLOW FROM THE OUTLET END

OF THESE CONNECTIONS SHALL BE ONTO A HARD SURFACE OR GUTTER BLOCK TO

MINIMIZE DAMAGE TO LANDSCAPING AND GROUNDS.

15. THERE MAY TIMES WHEN EXISTING VALVES DO NOT HOLD TIGHTLY TO PREVENT

WATER INTRUSION SO CONTRACTOR MUST PLAN FOR ALL CONTINGENCIES AND HAVE

MULTIPLE TRASH PUMPS ON SITE AND EXCAVATE THE TRENCH TO PROVIDE A SUMP

FOR THE PUMPS.

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C-101

TEMP SILT FENCE

DURING CONSTRUCTION

SEE DET

PROFESSIONAL

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1. FOR TYPICAL TRENCH SEE DET

3. FOR VALVE BOX SEE DET

2. FOR CONC THRUST BLOCK

SEE DET

PROFESSIONAL

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No. 5483-C

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No. 5483-C

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4. FOR FIRE HYDRANT SEE DET

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894.36 TC

893.45

893.86 BC

893.61

893.77

894.30

895.25

895.16 TC

894.66 BC

894.07

894.72

895.70

895.60

895.75

895.80

895.76

INV=895.80

895.75

895.80

894.79

895.23 TC

894.73 BC

895.32

893.93

894.03

894.20

894.47

894.61

894.44

894.22

894.48 TC

893.98 BC

894.18

895.30

894.82

894.73 TC

894.23 BC

894.63 TC

894.13 BC

894.53

894.41

894.52

894.45

894.62

894.55

896.00

REGRADE

REPLACE WITH

4" TOPSOIL AND GRASS

896.10

REGRADE REPLACE WITH

4" TOPSOIL AND GRASS

SIDEWALK SLOPED FOR MAINTENANCE

RAMP (NON-ADA) S=16.2%

895.61

895.66

PROFESSIONAL

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No. 5483-C

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CONC

SWALE

INV=895.90

S=0.0064

895.52

894.95

S=0.0064

CONC SWALE

SEE DET

REPLACED DS

INSTALL

SIDEWALK CULVERT

REPLACED DS

INSTALL

SIDEWALK CULVERT

REPLACED DS

INSTALL

SIDEWALK CULVERT

895.84

895.68

895.20

895.00

894.97

INV=895.70

INV=895.90

895.04

TEMP SILT FENCE

DURING CONSTRUCTION

SEE DET

REGRADE TOWARDS SWALE

REPLACE WITH

4" TOPSOIL AND GRASS

TO MATCH EXIST

REPLACED DS

INSTALL

SPLASH BLOCK

CUT AND PLUG

EW2

" AT THE MAIN

EW2

TO BE ABANDONED

AC UNIT AND CONC PAD

TO BE REMOVED

SECTION A-A

SEE SHEET C-301

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No. 5483-C

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NONE

SCALE

NONE

SCALE

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SCALE

NONE

WHEELSTOP

3'-0"

2 - 1" HOLES, DRIVE

2 - #4 X 2'-0" REBAR

SPIKES

ADA SIGN & POST

DIA.

12"

INDICATED

SIGN AS

PLANTER

VAN

CONC FOOTING

(CLASS B)

5/8"Ø x5" LONG BOLT

WELDED TO PIPE

12" 6"

20°

L L

5°

BLUE THERMO

PLASTIC TRAFFIC

PAINT

2-#3 REBAR

CONTINUOUS

CONC WHEEL STOP

(PAINT WITH BLUE

TRAFFIC PAINT @

ACCESSIBLE STALLS)

EDGE OF

AC PAVEMENT

2" OD (3.65 LB/FT)

GALV IRON PIPE

ACCESSIBLE AISLE

SIGN R7-1 (12"x 18")

R7-201a (12"x 6")

PARKING SIGN R7-8

(12"x 18") R7-201

(12"x 6")

SCALE

NONE

SCALE

NONE

AC PAVEMENT RESTORATION

6" THICK BASE COURSE COMPACT TO

95% OF ASTM D 1557 MAXIMUM DENSITY

3" MIN. AC PAVEMENT

OR MATCH TO EXISTING

THICKNESS WHICHEVER

IS GREATER

12"

SAWCUT & MATCH TO

EXIST AC PAVEMENT

GRADE

TACK COAT

PRIME COAT

PAVEMENT

EXIST AC

SUBGRADE COMPACTED TO 95%

OF ASTM D 1557 MAXIMUM DENSITY

FINISH

GRADE

CONNECTION TO

EXIST AC PAVEMENT

SILT FENCE

EXIST

GROUND

@ 5' O.C.

2"x 4" POSTS

FILL WITH NATIVE

SOIL & COMPACT

12"Ø BIOSOCK OR

APPROVED EQUAL

FLOW

6" MIN.

OVERLAP

12"Ø

BIOSOCK

M I N

FILTER SOCK

SCALE

NONE

B10

SCALE

NONE

" RADIUS

TOOLED EDGES

COMPACTED SUBGRADE

4" BASE COURSE

(6" FOR CONC PAD)

COMPACT TO 95% OF ASTM

D1557 MAXIMUM…

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