PART_3_OF_3_W912DW19B0012_YTC_REPAIR_BAYS_PLANS_RTA.pdf
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FIRING CENTER RD
6TH AVE
B S
TR
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T
4TH AVE
5TH AVE
C S
TR
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T
D S
TR
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PROJECT LOCATION
I-82/US97
US Army Corps of Engineers ®
SHEET ID
U S
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US Army Corps of Engineers ®
SOLICITATION NO.:
CONTRACT NO.:
ISSUE DATE:
M
AR
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C
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IP
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G-001
C O
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SEATTLE DISTRICT
MAY 20, 2019
YAKIMA TRAINING CENTER (YTC), WA
REPAIR BAYS, NON-DOL/DPW (PANTHER)
82337
VICINITY MAP
SUBMITTED BY:
CHIEF:
RA
SECTIONARCH
SUBMITTED BY:
CHIEF:
PLA
SECTIONCIVIL
SUBMITTED BY:
CHIEF:
PE
SECTIONELEC
SUBMITTED BY:
CHIEF:
PE
SECTIONENVR
SUBMITTED BY:
CHIEF:
PE
SECTIONMECH
SUBMITTED BY:
CHIEF:
PE
SECTIONSTRUCT/INTER
SUBMITTED BY:
CHIEF:
PE
SECTIONGEOT
SUBMITTED BY: CADD
PROJECT
COORD
CHIEF, GEOTECHNICAL DATE:
ENGINEERING & SCIENCES BRANCH:
CHIEF, DESIGN BRANCH DATE:
CHIEF, HYDRAULIC DATE:
ENGINEERING BRANCH
CHIEF, DATE:
ENGINEERING DIVISION, P.E.
DRAWING ABBREVIATIONS SYMBOLS GENERAL NOTES
NUMBERING SYSTEM:
XX100
DISCIPLINE:
C - CIVIL
L - LANDSCAPE
A - ARCHITECTURE
M - MECHANICAL
E - ELECTRICAL
P - PLUMBING
S - STRUCTURAL
K - FOOD SERVICE
DISCIPLINE MODIFIER
SHEET NUMBER WITHIN
SERIES
ANNOTATION CALLOUTS/DRAWING SYMBOLS
SHEET INDEX
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
ACP ACOUSTICAL CEILING PANEL
ADA AMERICANS WITH DISABILITIES ACT
ADMIN ADMINISTRATION
AFC ABOVE FINISHED COUNTER
AFF ABOVE FINISHED FLOOR
AFG ABOVE FINISHED GRADE
AFS ABOVE FINISHED SLAB
AGGR AGGREGATE
AHU AIR HANDLING UNIT
AIB AIR INFILTRATION BARRIER
ALT ALTERNATE
ALUM ALUMINUM
ANOD ANODIZE
APC ACOUSTICAL PANEL CEILING
APPROX APPROXIMATE
AR AS REQUIRED
ARCH ARCHITECT
ASC ABOVE SUSPENDED CEILING
ASSY ASSEMBLY
ATC ACOUSTICAL TILE CEILING
AVG AVERAGE
AW ARCHITECTURAL WOODWORK
AWT ACOUSTICAL WALL TREATMENT
B ---------------------
B LABEL CLASS B DOOR
BALC BALCONY
BB BASEBOARD
BC BOOKCASE
BD BOARD
BDRY BOUNDARY
BFF BELOW FINISH FLOOR
BHMA BUILDER'S HARDWARE
MANUFACTURER'S ASSOCIATION
BLDG BUILDING
BLKG BLOCKING
BLT IN BUILT-IN
BN BULLNOSE
BOS BOTTOM OF STEEL
BOT BOTTOM
BP BUILDING PAPER
BRKT BRACKET
BSMT BASEMENT
BTWN BETWEEN
BUR BUILT-UP ROOFING
C ---------------------
C CONC CAST CONCRETE
C LABEL CLASS C DOOR
CAB CABINET
CATW CATWALK
CAV CAVITY
CBB CEMENTITIOUS (BACKER) BOARD
CD CONSTRUCTION DOCUMENTS
CDW CHILLED DRINKING WATER
CEM PLAS CEMENT PLASTER
CER CERAMIC
CF CONTRACTOR FURNISHED
CF/CI CONTRACTOR FURNISHED/
CONTRACTOR INSTALLED
CFE CONTRACTOR FURNISHED
EQUIPMENT
CFLG COUNTERFLASHING
CFM CUBIC FEET PER MINUTE
CFMF COLD-FORMED METAL FRAMING
CFS CUBIC FEET PER SECOND
CG CORNER GUARD
CI CAST IRON
CIP CAST-IN-PLACE
CJ CONTROL JOINT
CL CENTER LINE
CLG CEILING
CLG DIFF CEILING DIFFUSER
CLG 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
CPT CARPET
CR CONTROL ROOM
CS CAST STONE
CSWK CASEWORK
CT CERAMIC TILE
CTB CERAMIC TILE BASE
CTF CERAMIC TILE FLOOR
CTR CENTER
CU FT CUBIC FEET
CW CASEMENT WINDOW
D ---------------------
D DEPTH
D LABEL CLASS D DOOR
DBL DOUBLE
DEMO DEMOLITION
DEPT DEPARTMENT
DET DETAIL
DIA DIAMETER
DIR DIRECTION
DIST DISTANCE
DOC DOCUMENT
DR DOOR
DS DOWNSPOUT
E ---------------------
E LABEL CLASS E DOOR
EA EACH
EF EACH FACE
EIFS EXTERIOR INSULATION AND FINISH
SYSTEM
EJ EXPANSION JOINT
ES EACH SIDE
EL ELEVATION
ELEC ELECTRICAL
ELEV ELEVATOR
ENTR ENTRANCE
EPS EXPANDED POLYSTYRENE BOARD
(INSULATION)
EQ EQUAL
EWC ELECTRIC WATER COOLER
EXP EXPOSED
EXTR EXTERIOR
EXT EXTINGUISHER
EXT GR EXTERIOR GRADE
GB GRAB BAR
GFCI GOVERNMENT FURNISHED
CONTRACTOR INSTALLED
GFGI GOVERNMENT INSTALLED
FURNISHED INSTALLED BY
GOVERNMENT
GFRG GLASS-FIBER-REINFORCED GYPSUM
GLZ GLAZING
GR FL GROUND FLOOR
GUT GUTTER
GYP BD GYPSUM BOARD
GYP PLAS GYPSUM PLASTER
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
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 INSTALLED
FURNISHED INSTALLED BY
GOVERNMENT
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 LOUND
LDG LANDING
LF LINEAR FEET (FOOT)
LIB LIBRARY
LIN LINEAR
LKR LOCKER
LOC LOCATION
LT LIGHT
LVDR LOUVER DOOR
LVR LOUVER
M ---------------------
MACH RM MACHINE ROOM
MATL MATERIAL
MAX MAXIMUM
MC MOISTURE CONTENT
MD METAL DECK
MECH MECHANICAL
MECH RM MECHANICAL ROOM
MEMB MEMBRANE
MF MILL FINISH
MFR MANUFACTURER
MID MIDDLE
MIL STD MILITARY STANDARD
MIN MINIMUM, MINUTE
MIRR MIRROR
MISC MISCELLANEOUS
MLDG MOLDING (MOULDING)
MO MASONRY OPENING
MOD MODIFY
MB MOISTURE BARRIER
MTG MOUNTING
MTL METAL
MVBL MOVABLE
MWP MEMBRANE WATERPROOFING
N ---------------------
N NORTH
NA NOT APPLICABLE
NFPA NATIONAL FIRE PROTECTION
ASSOCIATION
NIC NOT IN CONTRACT
NO NUMBER
NOM NOMINAL
NP NO PAINT
NRC NOISE 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
PP PL PUSH/PULL PLATE
PR PAIR
PRCST PRECAST
PRKG PARKING
PS CONC PRESTRESSED CONCRETE
PSF POUNDS PER SQUARE FOOT
PSI POUNDS PER SQUARE INCH
PT PRESSURE TREATED
PTD PAPER TOWEL DISPENSER
PTDR PAPER TOWEL DISPENSER AND
RECEPTACLE
PTN PARTITION
PWR POWER
Q --------------------
QT QUARRY TILE
QTY QUANTITY
R --------------------
RB RUBBER 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, RR RESTROOM
RF RESILIENT FLOORING
RFG ROOFING
RH ROOF HATCH
RHR RIGHT HAND REVERSE
RL ROOF LEADER
RLG RAILING
RM ROOM
RO ROUGH OPENING
RSD ROLLING STEEL DOOR
RV ROOF VENT
RVL REVEAL
S --------------------
SB SPLASH BLOCK
SC SEALED CONCRETE
SCHED SCHEDULE
SD 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
SP EL SPOT ELEVATION
SPEC SPECIFICATION
SQ SQUARE
SQ IN SQUARE INCH
SQ YD SQUARE YARD
SST STAINLESS STEEL
ST STAIRS
STD STANDARD
STL JST STEEL JOIST
STL RF DK STEEL ROOF DECK
STOR STORAGE
STR STRINGERS
STRB/HRN STROBE/HORN
STRUCT STRUCTURAL
SUB FL SUBFLOOR
SV SHEET VINYL
SW SIDEWALK
T --------------------
T TREAD
T/S TUB/SHOWER
TC TERRA COTTA
TD TRENCH DRAIN
TEL TELEPHONE
TEMP TEMPORARY
TER TERRAZZO
TFF TOP OF FINISH FLOOR
THK THICKNESS
TK BD TACKBOARD
TMPD GL TEMPERED GLASS
TN TRUE NORTH
TOF TOP OF FOOTING
TOM TOP OF MASONRY
TOP TOP OF PARAPET
TOPO TOPOGRAPHY
TOS TOP OF SLAB
TRANS TRANSOM
TRTD TREATED
TV TELEVISION
TYP. TYPICAL
V --------------------
VCT VINYL COMPOSITION TILE
REFER TO AEC CAD
STANDARDS FOR PROPER
SHEET NUMBERING
REVISION
TAG
NORTH ARROW w/
TRUE NORTH
INDICATION
ROOM TAG
ELEVATION NUMBER
SECTION
EXTERIOR ELEVATION
ENLARGEMENT,
DETAIL
SPOT ELEVATION
LEVEL NAME
SHEET NUMBER
SHEET NUMBER
SHEET NUMBER
# SHEET KEYNOTE
INTERIOR ELEVATION
SHEET NUMBER
Room name
PLAN
NORTH
A101
SIM
A101
A101
SIM
A101
1 Ref
R ef
1Ref
R ef
USACE PROJECT MANAGEMENT:
US ARMY CORPS OF ENGINEERS
SEATTLE DISTRICT
4735 EAST MARGINAL WAY SOUTH, BLDG 1202
SEATTLE, WA 98134
PHONE: 206-316-3962
CONTACT: DAN SACKS
ARCHTIECTURAL & PROJECT MANAGEMENT:
AKS P.S., INC.
1124 NW 50TH ST
SEATTLE, WA 98107
PHONE: 206-623-6834
CONTACT: MARK ADOLPHSEN
COLLEEN ERSKINE
CIVL ENGINEERING:
KPFF
1605 5TH AVE, SUITE 1600
SEATTLE, WA 98101
PHONE: 206-622-5822
CONTACT: JOE EBERHARDT
STRUCTURAL ENGINEERING:
KPFF
1605 5TH AVE, SUITE 1600
SEATTLE, WA 98101
PHONE: 206-622-5822
CONTACT: SCOTT NEUMAN
MECHANICAL ENIGNEERING:
NOTKIN MECHANICAL ENGINEERS
2301 5TH AVE, SUITE 401
SEATTLE, WA 98121
PHONE: 206-448-1911
CONTACT: LARRY SWARTZ
ELECTRICAL & COMMUNICATIONS ENGINEERING:
STANTEC CONSULTING ENGINEERS
4100 194TH ST SW, SUITE 400
LYNNWOOD, WA 98036
PHONE: 206-667-0555
CONTACT: RAMI KATAYA
FIRE PROTECTION ENGINEERING:
WOOD HARBINGER
929 108TH AVE NW, SUITE 1000
BELLEVUE, WA 98004
PHONE: 425-628-6000
CONTACT: MIKE LEHNER
LANSCAPE ARCHTIECTURE:
FISCHER BOUMA PARTNERSHIP
310 MADISON AVE S, SUITE A
BAINBRIDGE ISLAND, WA 98110
PHONE: 206-780-5651
CONTACT: JEFF BOUMA
GEOTECHNICAL ENGINEERING:
SHANNON & WILSON, INC.
400 N 34TH ST, SUITE 100
SEATTLE, WA 98103
PHONE: 206-623-8020
CONTACT: MARTIN PAGE
PROJECT TEAM
1. CODE COMPLIANCE
A. REFER TO G-004 FOR APPLICABLE CODES.
2. DIMENSIONS
A. DO NOT SCALE DRAWINGS. VERIFY ALL DIMENSIONS PRIOR TO STARTING
CONSTRUCTION. NOTIFY CONTRACTING OFFICER OF DISCREPANCIES. IF WORK IS
STARTED PRIOR TO NOTIFICATION, THE GENERAL CONTRACTOR AND
SUBCONTRACTOR PROCEED AT THEIR OWN RISK.
B. UNLESS OTHERWISE NOTED, PLAN DIMENSIONS ARE TO FACE OF CONCRETE
MASONRY WALLS.
C. VERIFY ALL ROUGH-IN DIMENSIONS FOR WINDOWS, DOORS, PLUMBING,
ELECTRICAL FIXTURES AND APPLIANCES PRIOR TO COMMENCEMENT OF WORK.
NOTIFY CONTRACTING OFFICER OF ANY DISCREPANCIES OF DIMENSIONAL
TOLERANCES REQUIRED.
3. DOCUMENT REVIEW/VERIFICATION
CONSULT WITH CONTRACTING OFFICER REGARDING ANY SUSPECTED ERRORS,
OMISSIONS, OR CHANGES ON PLANS BEFORE PROCEEDING WITH THE WORK.
4. ROUGH OPENINGS/BACKING:
VERIFY SIZE AND LOCATION, AS WELL AS PROVIDE ALL OPENINGS THROUGH
FLOORS AND WALLS, FURRING, CURBS, ANCHORS, INSERTS, EQUIPMENT BASES
AND ROUGH BUCKS/BACKING FOR SURFACE-MOUNTED ITEMS.
5. OTHER DOCUMENTATION:
REFER TO STRUCTURAL, MECHANICAL, CIVIL, FIRE PROTECTION, AND/OR
ELECTRICAL FOR ADDITIONAL DRAWINGS, NOTES, SCHEDULES, AND SYMBOLS.
WALL TYPE
DOOR NO.
BID OPTIONS ARE IDENTIFIED IN THE DRAWINGS WITH CLOUDS AND
KEYNOTES THAT CORRESPOND TO NOTES TITLED "BID OPTION KEYNOTES"
IN THE UPPER RIGHT HAND CORNER OF RELEVANT SHEETS.
BELOW ARE THE (3) SEPARATE BID OPTIONS INCLUDED IN THIS PROJECT. THE
BASE BID INCLUDES ALL OTHER FEATURES OF THE FACILITY UNLESS NOTED
OTHERWISE BELOW.
BID OPTION 1
FIRE PROTECTION SYSTEM INCLUDING THE FIRE SERVICE UTILITY AND PIV. THE
FIRE ALARM SYSTEM WILL BE PROVIDED AS A PART OF THE BASE BID.
BID OPTION 2
PARKING YARD SITE LIGHTING AND GRADING IMPROVEMENTS TO THE EXISTING
GRAVEL SURFACE SOUTH OF THE NEW FACILITY.
BID OPTION 3
OVERHEAD BRIDGE CRANE AND CRANE RAILS. THE BUILDING STRUCTURE TO
SUPPORT THE BRIDGE CRANE WILL BE PROVIDED AS A PART OF THE BASE BID.
BID OPTION NOTES
US Army Corps of Engineers ®
SHEET ID
U S
AR
M
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D R
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D E
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S U
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D B
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A N
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G-002
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SHEET ID SHEET NAME
G-001 COVER SHEET
G-002 GENERAL NOTES, ABBREVIATIONS
G-003 CODE COMPLIANCE SITE PLAN
G-004 CODE COMPLIANCE
G-005 EGRESS PLAN
V-101 EXISTING CONDITIONS
V-102 EXISTING CONDITIONS
V-103 EXISTING CONDITIONS
V-104 EXISTING CONDITIONS
C-001 CIVIL COVER SHEET
C-101 TESC/CSWPPP
C-102 TESC/CSWPPP
C-103 SITE AND GRADING PLAN
C-104 SITE AND GRADING PLAN
C-105 UTILITY AND PAVEMENT JOINTING PLAN
C-501 TESC DETAILS
C-502 PAVING DETAILS
C-503 PAVING AND JOINTING DETAILS
C-504 STORMWATER CONTROL STRUCTURE AND POND DETAILS
C-505 UTILITY DETAILS
C-506 FENCING DETAILS
C-507 FENCING DETAILS
L-100 LANDSCAPE PLAN
S-001 STRUCTURAL NOTES AND DRAWING LIST
S-002 STRUCTURAL NOTES ABBREVIATIONS AND SYMBOLS
S-003 STATEMENT OF SPECIAL INSPECTIONS
S-004 STATEMENT OF SPECIAL INSPECTIONS
S-005 STATEMENT OF SPECIAL INSPECTIONS
S-006 LOAD MAPS
S-101 FIRST FLOOR PLAN
S-102 LOW ROOF AND CRANE RAIL PLAN
S-103 HIGH ROOF PLAN
S-201 CMU WALL ELEVATIONS
S-202 CMU WALL ELEVATIONS
S-401 TYPICAL CONCRETE DETAILS
S-501 TYPICAL STEEL DETAILS
S-502 TYPICAL STEEL DETAILS
S-601 TYPICAL MASONRY DETAILS
S-701 TYPICAL METAL STUD DETAILS
S-702 TYPICAL METAL STUD DETAILS
AS101 SITE PLAN
A-101 FLOOR PLAN
A-102 REFLECTED CEILING PLAN
A-103 ROOF PLAN
A-201 EXTERIOR ELEVATIONS
A-202 EXTERIOR ELEVATIONS
A-301 BUILDING SECTION A
A-302 BUILDING SECTION B
A-303 WALL SECTIONS
A-304 WALL TYPES
A-401 ENLARGED FLOOR PLANS
A-402 INTERIOR ELEVATIONS
A-403 INTERIOR ELEVATIONS
A-404 INTERIOR ELEVATIONS
A-501 DETAILS
A-502 DETAILS
A-503 DETAILS
A-504 DETAILS
A-505 DETAILS
A-601 SCHEDULES
IF101 FURNITURE AND EQUIPMENT PLAN & SCHEDULE
IN101 INTERIOR FINISH & SIGNAGE PLAN
F-001 LEGENDS, SYMBOLS, AND ABBREVIATIONS
F-101 FIRE PROTECTION FLOOR PLAN
F-601 FIRE PROTECTION DIAGRAMS
F-610 FIRE PROTECTION SCHEDULES
M-001 MECHANICAL LEGEND AND DRAWING INDEX
M-101 HVAC FLOOR PLAN
M-301 HVAC SECTIONS
M-501 HVAC DETAILS
M-601 HVAC SCHEDULES
M-801 HVAC CONTROLS
M-802 HVAC CONTROLS
M-803 DDC CONTROLS SCHEDULE
M-804 DDC CONTROLS SCHEDULE
P-001 PLUMBING LEGEND AND DRAWING INDEX
P-101 PLUMBING FLOOR PLAN
P-401 PLUMBING ENLARGED MECH RM PLAN
P-501 PLUMBING DETAILS
P-502 PLUMBING DIAGRAMS
P-601 PLUMBING SCHEDULES
P-602 PLUMBING SCHEDULES
E-001 SYMBOLS AND ABBREVIATIONS
ES101 POWER & LIGHTING PLAN - SITE
E-101 FLOOR PLAN - POWER
E-201 FLOOR PLAN - LIGHTING PLAN
E-301 FLOOR PLAN - FIRE ALARM
E-401 ELECTRICAL DETAILS
E-402 ELECTRICAL DETAILS
E-403 ELECTRICAL DETAILS
E-501 ONE LINE DIAGRAMS
E-601 PANEL SCHEDULES
T0-01 SYMBOLS AND ABBREVIATIONS
T0-02 TELLECOMMUNICATION PLANS - SITE
T0-03 TELECOM DETAILS - SITE
T0-04 TELECOM DETAILS
T1-01 KEY PLAN - SYSTEMS
T1-02 TELECOMMUNICATIONS PATHWAY PLAN
T2-01 FLOOR PLAN - SYSTEMS
T3-01 TELECOM ELEVATIONS DETAILS
T4-01 TELECOM DETAILS AND RISER DIAGRAMS
T4-02 TELECOM DETAILS
GENERAL NOTES: CODE ABBREVIATIONS
A/S
ADA
AFF
ARCHL
AVG
BLDG
CAB
CLG
COL
CONC
CONN
CONT
CONTR
D
DET
DIA
DIAG
DN
DWG
E
EA
EL
ELEV
EQUIP
EXIST
FDC
FH
FLR
GFGI
IN
LEV
MAX
MECH
MFR
MIN
NIC
NO
NTS
QTY
REQD
RM
RQMTS
SECT
SFD
SHT
SIM
SPEC
STD
TBD
TYP
UG
UON
W/
W/O
NUMBER
AUTOMATIC SPRINKLER
AMERICANS WITH DISABILITIES ACT
ABOVE FINISHED FLOOR
ARCHITECTURAL
AVERAGE
BUILDING
CABINET
CEILING
COLUMN
CONCRETE
CONNECTION
CONTINUATION
CONTRACTOR
DIAMETER
DETAIL
DIAMETER
DIAGRAM
DOWN
DRAWING
EXISTING
EACH
ELEVATION
ELEVATOR
EQUIPMENT
EXISTING
FIRE DEPARTMENT CONNECTION
FIRE HYDRANT
FLOOR
GOVERNMENT FURNISHED, GOVERNMENT INSTALLED
INCH
LEVEL
MAXIMUM
MECHANICAL
MANUFACTURER
MINIMUM
NOT IN CONTRACT
NUMBER
NOT TO SCALE
QUANTITY
REQUIRED
ROOM
REQUIREMENTS
SECTION
SMOKE FIRE DAMPER
SHEET
SIMILAR
SPECIFICATION
STANDARD
TO BE DETERMINED
TYPICAL
UNDERGROUND
UNLESS OTHERWISE NOTED
WITH
WITHOUT
HR HOUR
SF SQUARE FEET
OCC OCCUPANCY; OCCUPANTS; OCCUPANT
N/A NOT APPLICABLE
FT FEET; FOOT
GFCI GOVERNMENT FURNISHED, CONTRACTOR INSTALLED
SEE DRAWING F-101 FOR SYMBOLS
IBC INTERNATIONAL BUILDING CODE
ABA ARCHITECTURAL BARRIERS ACT
ATFP ANTI-TERRORISM FORCE PROTECTION
COMM COMMUNICATIONS
DCVA DOUBLE CHECK VALVE ASSEMBLY
ELEC ELECTRICAL
FE FIRE EXTINGUISHER
HAZ HAZARD
IMC INTERNATIONAL MECHANICAL CODE
NFPA NATIONAL FIRE PROTECTION ASSOCIATION
ORD ORDINARY
TEL TELECOMMUNICATIONS
FF&E FURNITURE, FIXTURES, AND EQUIPMENT
INCL. INCLUDED
THIS DRAWING IS INTENDED FOR CODE ANALYSIS.
REFER TO CIVIL, ARCHITECTURAL AND OTHER DISCIPLINES
FOR WORK ON THIS DRAWING.
1.
2.
RR
R
R
R R
RRR
R
R
R
R
R
R R
R
R
R
R
A B
C D
S
S
P
GP
W
W
W
D
S T R E E T
4TH AVENUE
5TH AVENUE
1279. 651279. 661279. 711279. 69
1289. 20
1267. 83
1272. 79
1274. 03
1275. 54
1277. 32
1278. 56
1279. 44
1280. 86
1282. 17
1283. 76
1285. 19
1286. 69
1286. 89
1286. 13
1284. 37
1282. 91
1281. 67
1280. 37
1279. 16
1277. 54
1276. 12
1274. 44
1272. 88
1273. 10
1274. 16
1275. 53
1277. 21
1278. 45
1280. 10
1281. 46
1282. 74
1284. 18
1285. 78
1287. 32
1287. 57
1285. 77
1284. 23
1282. 39
1280. 76
1279. 37
1277. 96
1276. 26
1274. 60
1273. 08
1271. 32
1270. 77
1270. 99
1271. 831271. 90
1271. 63
1271. 51
1271. 06
1269. 23
1269. 64
1270. 74
1272. 59
1273. 49
1275. 39
1276. 03 1276. 77
1278. 34
1279. 52
1280. 82
1281. 93
1283. 10
1284. 72
1286. 57
1285. 09
1283. 95
1282. 51
1281. 00
1279. 79
1278. 56
1278. 37
1277. 09
1275. 20
1274. 09
1272. 92
1271. 70
1270. 68
1269. 73
1267. 831267. 84
1279. 47
1268. 42
1267. 82
1266. 90
1266. 93
1267. 20
1266. 97
1266. 67
1264. 77
1266. 96
1267. 58
1266. 97
1266. 88 1267. 17
1268. 07
1267. 56
1267. 87
1268. 17
1269. 40
1269. 37
1269. 08
1269. 17
1270. 27
1268. 28
1267. 30
1268. 64 1268. 70
1269. 81 1269. 82
1271. 45
1270. 33
1270. 07
1270. 68
1271. 04
1271. 28
1271. 31
1272. 86
1272. 81
1272. 44
1270. 76
1271. 07
1272. 93
1274. 12
1275. 96
1274. 91
1272. 71
1272. 62
1274. 40
1274. 77
1274. 86
1276. 80
1276. 71
1276. 21 1274. 56
1274. 62 1277. 00
1277. 47
1278. 88
1278. 46
1276. 551276. 50
1278. 13 1278. 53
1278. 53
1279. 70
1280. 27 1280. 34
1279. 96 1277. 96 1278. 04
1280. 11
1280. 42
1282. 94
1281. 08
1280. 111280. 22
1281. 96
1282. 24
1282. 26
1284. 19
1284. 05
1283. 44 1281. 02
1280. 99 1282. 70
1284. 18
1283. 41 1283. 47
1284. 01
1285. 01
1285. 45
1285. 04
1284. 25
1284. 24
1284. 63 1285. 301285. 60
1287. 07
1286. 73 1286. 13
1284. 74 1285. 55
1285. 44
1285. 87
1286. 27
1288. 11
1287. 86
1287. 55
1287. 13
1288. 44
1289. 04
1289. 72
1289. 28
1289. 17
1288. 94
1288. 53
1288. 21
1288. 10
1287. 97
1287. 78
1287. 53
1288. 77
1288. 23
1288. 72
1289. 35
1288. 51
1287. 46
1287. 52
1288. 12
1286. 41
1288. 49
1288. 50 1289. 76
1289. 83
1288. 01
1287. 88
1287. 56
1287. 47
1287. 66
1285. 83
1286. 92
1287. 26
1287. 48
1287. 58
1287. 65
1287. 97
1288. 27
1287. 85
1288. 55
1288. 44
1288. 35
1288. 21
1287. 54
1287. 38
1287. 50
1287. 63
1287. 05
1286. 16
1285. 99
1285. 62
1286. 74
1284. 73
1286. 07
1284. 55 1283. 24 1285. 13
1283. 32 1281. 27
1282. 86
1281. 30
1279. 14 1281. 36
1279. 45
1277. 48
1279. 92
1278. 33
1275. 71 1277. 64
1275. 80
1273. 68
1276. 42
1274. 98
1271. 91 1273. 81 1274. 13
1271. 79
1271. 40 1269. 95
1272. 90
1271. 89 1268. 67 1269. 85 1270. 25
1267. 55
1268. 59
1268. 73
1267. 82
1267. 35
1266. 93
1266. 71
1266. 39
1266. 78
1266. 71
1267. 61
1267. 97
1266. 95
1266. 73
1266. 56
1266. 20
1264. 70
1263. 63
1264. 98
1266. 42
1270. 33
1269. 84
1270. 55
1270. 28
1265. 55
1266. 46
1266. 69
1266. 62
1266. 64
1265. 93
1269. 99
1270. 31
1266. 18
1266. 72
1266. 82
1267. 14
1266. 97
1266. 29
1269. 89
1269. 46
1266. 78
1267. 39
1267. 66
1268. 72
1266. 98
1267. 27
1267. 79
1267. 71
1267. 78
1267. 71
1267. 961267. 99
1268. 03
1267. 22
1267. 62
1266. 83
1267. 45
1267. 79
1267. 82
1267. 52
1266. 61
1266. 90
1267. 04
1266. 86
1264. 93
1266. 63
1267. 24
1267. 59
1267. 35
1266. 98
1266. 23
1264. 82
1264. 18
1264. 13
1265. 79
1266. 63
1267. 01
1266. 78
1266. 49
1265. 65
1263. 93
1263. 85 1264. 51
1264. 53
1265. 76
1266. 43
1266. 68
1266. 67
1265. 02
1265. 05
1265. 89
1266. 28
1266. 01
1267.83
1287.68
1289.22
1279.70
1266.92
1279. 73
1285. 85
1286. 97 1286. 99
1286. 85
1286. 83
1286. 92
1283. 77
1284. 09
1284. 66
1284. 691284. 70
1284. 68
1284. 68
1284. 63 1284. 62
1284. 61
1284. 611284. 60
1284. 511284. 54
1284. 61
1283. 83
1283. 75
1283. 43
1285. 69
1286. 01
1286. 27
1286. 28
1285. 99
1285. 69 1285. 71
1286. 03
1286. 27
1286. 961286. 45
1286. 491286. 99
1286. 951286. 49
1286. 201286. 73
1286. 461285. 94
1285. 701286. 19
1286. 051285. 56
1285. 40 1285. 99
1285. 47
1285. 50
1285. 52
1285. 44
1285. 45
1284. 93
1284. 991285. 96
1285. 971285. 38
1285. 481285. 92
1286. 291285. 76
1286. 071286. 60
1286. 261286. 771286. 77
1285. 741286. 58
1286. 261285. 36
1284. 851285. 93
1285. 96 1284. 93
1284. 46 1285. 97
1285. 99 1284. 92
1284. 661286. 06 1286. 07
1286. 191285. 18
1285. 421286. 42
1286. 741285. 60
1286. 061286. 89
1286. 991286. 03
1286. 001286. 96
1286. 141286. 97
1286. 971286. 45
1287. 96
1287. 47
1286. 73
1286. 36
1286. 461286. 46
1287. 07
1286. 45
1286. 43
1286. 25
1286. 22
1286. 65
1279. 72
136 50 2 7 1886
148148
CHECK 118
37A
37A
37A
37A
37A
37A
37A
37A
37A
37A
37A
37A
37A
37A
37A
37A
37A
37A
37A
37A
37A
37A
37A
37A
37A
37A
37A
37A
37A
37A
37A
37A
37A
37A
37A
37A
37A
37A 37A
37A37A
37A
37A
37A
37A37A
37A
37A 37A37A
37A
37A
37A
37A
37A
CHECK 12
36A
36A
36A
36A
36A
36A
36A
36A
36A
36A
36A
36A
36A
36A
36A
36A
36A
36A
36A
36A
36A
36A
36A
36A
36A
36A
36A
36A
36A
36A
36A
36A
36A
36A
36A
36A
36A
36A
36A
36A
36A
36A
36A
36A
36A
36A
36A36A
36A
36A
36A
175175
63 47 2 111 47 47 7 1738
36A
36A
36A
36A
36A
36A
36A
63 47 5 111 47
36A
36A
36A
36A
36A
36A
36A
36A
36A
36A
36A
36A
36A
36A
36A
36A
36A
36A
36A
36A
36A
36A
CHECK 122CHECK 122
CHECK 122
36A
36A
36A
36A
60 39 2
62 37 2 62 37
48 2 7 1133
42 2
36A 36A
36A
36A
36A
36A
36A
39A
28 2 45 2
28 45
27 2 30 2
36A
36A
36A
36A
CHECK 116CHECK 116
27 28
36A
36A
27 28
36A
28 45
36A
36A
28 45
27 30
36A
36A
44 4
44 3
42 4
42 3
37A 14 1.25 39A
44 2
36A
36A
36A
36A
27 2
44 4
CHECK 120
36A
36A
44 4
44 3
44 27 2
28 2
28 44
28 44
28 44
44 30 2
30 44
27 28 30 44
44 4
44 3
36A
36A
36A
27 28
CHECK 122
36A
36A36A
36A
36A
37A 14 1. 25 48
30 2
44 2
42 2
28 28
44 4
MN
MN
MN
MN
MN
36A
36A 36A
36A
36A
36A
36A
36A
116116
37A
37 837
37 8
37 37
37 8
43 843
36A
36A
36A
43A
43A
43A
43A
43A
43A 43A
43A
43A
33 943A
43A33
3343A
43A33
3343A
43A33
3343A
43A
30 4 2
30 3
43A33
3343A
43A33
3343A
43A33
43A3333
36A33
3336A
36A33
36A
36A
36A
36A33
3336A
36A33
3336A
36A33
3336A
36A33
36A33
3343A
44 2 7 1526
44 4
44 3
43 243 44
44 2 43
44 7 1541
18771876
18261825
18211820
18171816
17631762
17571756
1752 1751
16981696
1625 1624
15911590
15861585
1582 1581
15751574
1568 1567
1563 1562
15541553
15041485
1438 1437
1432 1431
1426 1425
1419 1418
1413 1412 1411 1410
13581357
1300 1295
2011 2010
19981997
19951994
1991 1990
19881987
19861985
19711970
19691968
19671966
19651964
19631962
19611960
19591958
19491948
19471946
19451944
19431942
19411940
193919381937
19361935
19341933
19321931
19241923
19211920
19191918
19171916
19151914
19131912
19111910
19091908
19071906
19011900
5TH AVENUE (ASPHALT)
D STREET (ASPHALT)
4TH AVENUE (ASPHALT)
VEHICLE PARKING
VEHICLE PARKING
(TYP)
(E) GRAVEL SURFACE (TYPICAL)
CONCRETE
BUILDING
RETENTION POND
(E) CONC ECOLOGY BLOCK (TYPICAL)
(E) FIRE HYDRANT
W/ BOLLARDS
8' CHAINLINK FENCE
50' ROLLING GATE W/
KNOX BOX
(E) FIRE HYDRANT W/
BOLLARDS
25' ROLLING GATE
100' STANDOFF FOR HELIPAD
HELIPAD
BID OPTION 1: INCLUDES 6" WATER SERVICE (FIRE)
BID OPTION 1:
INCLUDES POST
INDICATOR VALVE
KNOX BOX
BID OPTION 1: FIRE DEPT CONNECTION
8' CHAINLINK FENCE
41' CLEAR
37' CLEAR
FIRE TRUCK ACCESS PATH
20' WIDE LANE
30' / 50' TURN RADIUS
FIRE TRUCK ACCESS PATH
20' WIDE LANE
30' / 50' TURN RADIUS
25' RADIUS
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
C H
E C
K E
D B
Y
A N
S I D
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
G-003
C O
D E
C O
M P
L
IA
N C
E S
IT
E
P L
A N
Y A
K
IM
A T
R A
IN
IN
G C
E N
T E
R
Y T
C
W A
S E
A T
T L
E D
IS
T
R
IC
T E
A S
T M
A R
G
IN
A L
W A
Y S
O U
T H
S E
A T
T L
E W
A
W O
O D
H A
R B
IN
G
E R
IN
C
T
H A
V E
N E
S
T E
B E
L L E
V U
E W
A
M L E
H N
E R
M H
U G
H E
Y
M L E
H N
E R
T B
R Y
A N
T
M A
Y
D W
G R
E C
O R
D F
IL
E
N O
RTA SUBMITTAL
R E
P A
IR
B
A Y
S
N O
N -D
O L
/D P
W
P A
N T
H E
R
1 : 30A1
CODE COMPLIANCE SITE PLAN
30' 60'0
SCALE: 1"=30'
15'
PLAN
NORTH
KEY NOTE
1. FIRE SPRINKLER SUPPLY, PIV, FIRE
DEPARTMENT CONNECTION AND
ASSOCIATED PIPING ARE PART OF BID
OPTION 1 FOR FIRE SPRINKLERS.
G-003 BID OPTION
KEYNOTES
CODE REQUIREMENTS APPLICATION CODE REFERENCE COMMENTS
GOVERNING CODES &
CRITERIA
NFPA 1-1,
CHAPTER 40
INCLUDES REPAIR OF MOTOR VEHICLES.
INCIDENTAL USE
AREAS
GENERAL
PURPOSE
INDUSTRIAL
OCCUPANCY
IBC 508.2.5 MECHANICAL ROOMS ARE INCIDENTAL USE AREAS NO SEPARATION REQUIRED FOR
MECHANICAL ROOMS.
ACCESSORY USE
AREAS
MECHANICAL
ROOMS
IBC 508.2 MECHANICAL ROOMS ARE INCIDENTAL USE AREAS. NO SEPARATION REQUIRED FOR
MECHANICAL ROOMS.
OCCUPANCY
SEPARATION
NONE IBC TABLE 509 NONE.
TYPE OF
CONSTRUCTION
II-B IBC CHAPTER 6 TYPE II-B REQUIRES NON-COMBUSTIBLE STRUCTURAL MATERIALS. THERE ARE NO
BASIC REQUIREMENTS FOR FIRE RESISTANCE OF ANY BUILDING ELEMENTS. THIS
FACILITY IS DESIGNED WITH A COMBINATION FRAMING SYSTEM OF STRUCTURAL
STEEL, METAL STUDS, AND MASONRY.
ALLOWABLE FLOOR
AREA
S-1 OCC:
70,000 SF
IBC TABLE 503
AND
SECTION 506
OCCUPANCY S-1: THE ALLOWABLE FLOOR AREA PER STORY PRIOR TO AREA
INCREASES.
MODIFIED ALLOWABLE
FLOOR AREA
IBC TABLE 506
AND
SECTION 506
FRONTAGE AND SPRINKLER SYSTEM:
MAXIMUM FLOOR AREA CAN BE INCREASED BY 50 PERCENT PER IBC 506.3. ALSO,
SINCE THE BUILDING HAS AN AUTOMATIC FIRE SPRINKLER SYSTEM, THE ALLOWABLE
FLOOR AREA CAN BE INCREASED BY AN ADDITIONAL 200-PERCENT, PER IBC 201.1.
WHERE NOT PROTECTED WITH FIRE SPRINKLERS, NO INCREASES ALLOWED.
ACTUAL FLOOR AREA IBC 506.5 (MEASURED FROM INTERIOR FACE OF EXTERIOR WALLS PER IBC 502.1)
IS WELL BELOW THE MAXIMUM FLOOR AREA OF 70,000 SF AND IS
WITHIN THE ALLOWABLE AREA REQUIREMENTS OF THE IBC.
1ST FLR:
4,320 GSF
OCCUPANCY
GROUPS
S-1 STORAGE IBC SECTIONS 503 S-1 STORAGE PRIMARY OCCUPANCY.
MECHANICAL
ROOMS
CODE REQUIREMENTS APPLICATION CODE REFERENCE COMMENTS
FIRE PROTECTION FULLY SPRINKLERED SYSTEM WITH MANUAL FIRE ALARM NOTIFICATION SYSTEM.YES
FIRE RESISTANCE
RATINGS FOR
BUILDING ELEMENTS
(FOR TYPE II-B)
NO RATING REQUIRED.STRUCTURAL
FRAME (INCLUDING
COLUMNS GIRDERS
& TRUSSES)
IBC TABLE 601
NO RATING REQUIRED EXCEPT AT WALLS ADJACENT TO LOT LINE (SEE SECTION
704.5). THERE ARE NO WALLS ADJACENT TO LOT LINE IN THIS PROJECT.
BEARING WALLS-
EXTERIOR
IBC TABLE 601
NO RATING REQUIRED.NON-BEARING
WALLS AND
PARTITIONS-
EXTERIOR
IBC TABLE 601
NO RATING REQUIRED.FLOOR
CONSTRUCTION
(INCL. SUPPORTING
BEAMS AND JOISTS)
IBC TABLE 601
NO RATING REQUIRED.CORRIDORS (EXIT
ACCESS)
IBC TABLE 601
NO RATING REQUIRED.FIRE EXITS NFPA 7.1.3.2
TABLE 8.3.4.2
SINGLE STORY STRUCTURE N/ASHAFTS (MECH.
AND ELEVATORS)
BATTERY STORAGE LESS THAN 50 GALLONS. TELECOM IBC 508.2.5
DEAD END CORRIDORS NO DEAD END CORRIDORS PROVIDED. NFPA 101
TABLE 40.2.5.1
MAX COMMON PATH
OF TRAVEL
IN FULLY SPRINKLERED BUILDING:
GENERAL PURPOSE INDUSTRIAL OCCUPANCY: COMMON PATH OF TRAVEL SHALL NO
EXCEED 100 FEET.
WHERE NOT PROTECTED WITH FIRE SPRINKLERS:
GENERAL PURPOSE INDUSTRIAL OFFUPANCY: COMMON PATH OF TRAVEL SHALL NOT
EXCEED 50 FEET.
NFPA 101
TABLE 40.2.5.1
58'-0" ACTUAL MAX
COMMON PATH OF
TRAVEL
MAX TRAVEL
DISTANCE TO EXITS
WHERE PROTECTED WITH FIRE SPRINKLERS:
GENERAL PURPOSE INDUSTRIAL OCCUPANCY: THE TRAVEL DISTANCE SHALL NOT
EXCEED 250 FEET.
WHERE NOT PROTECTED WITH FIRE SPRINKLERS:
GENERAL PURPOSE INDUSTRIAL OFFUPANCY: TRACEL DISTANCE SHALL NOT
EXCEED 200 FEET.
NFPA 101,
40.2.6.1
101'-0" ACTUAL MAX
TRAVEL DISTANCE
EGRESS CAPACITY 0.3-INCHES PER PERSONNFPA 7.3.3
TABLE 7.3.3.1
LEVEL
COMPONENTS
(WIDTH PER
PERSON)
SINGLE STORY STRUCTURE - N/ANFPA 7.3.3
TABLE 7.3.3.1
STAIRWAYS
(WIDTH PER
PERSON)
PORTABLE FIRE
EXTINGUISHERS
WHERE PROTECTED WITH FIRE SPRINKLERS: NOT PROVIDED.
WHERE NOT PROTECTED WITH FIRE SPRINKLERS: PROVIDED.
NFPA 10
FIRE SPRINKLERS PROTECTED WITH WET PIPE SPRINKLERS.NFPA 13YES
ABA ABA ACCESSIBILITY
GUIDELINES
REQUIRED
DRAFTSTOPPING IBC 717.3.3FLOORS NOT APPLICABLE.
IBC 717.4.3ATTICS NOT APPLICABLE.
ANTITERRORISM
FORCE PROTECTION
UFC 4-010-01NOT REQUIRED BUILDING IS CLASSIFIED AS "UNINHABITED" AND IS NOT REQUIRED TO MEET
ANTITERRORISM STANDARDS PER THE EXEMPTION OF UFC 4-010-01 SECTION 1-9.1
PLUMBING FIXTURES UFC 3-420-01
TABLE 403-1, TABLE 403-2
1 WATER CLOSET AND 1 LAVATORY
- UFC1-200-01 "GENERAL BUILDING REQUIREMENTS" (CHANGE 2, 1 NOV 2018)
- UFC 1-200-02 "HIGH PERFORMANCE AND SUSTAINABLE BUILDING REQUIREMENTS"
(CHANGE 3, 9 SEPT 2018)
- UFC 3-101-01 "ARCHITECTURE" (CHANGE 3, 20 JUNE 2016)'
- UFC 3-110-03 "ROOFING" (CHANGE 2, 1 JAN 2017)
- UFC 3-201-01 "CIVIL ENGINEERING" (1 APRIL 2018)
- UFC 3-201-02 "LANDSCAPE ARCHITECTURE" (CHANGE 1 NOV 2009)
- UFC 3-220-01 "GEOTECHNICAL ENGINEERING" (NOV 2012)
- UFC 3-250-01 "PAVEMENT DESIGN FOR ROADS AND PARKING AREAS" (14 NOV 2016)
- UFC 3-301-01 "STRUCTURAL ENGINEERING" (CHANGE 4, 1 NOV 2018)
- UFC 3-310-04 "SEISMIC DESIGN FOR BUILDINGS" (CHANGE 1, 20 JUNE 2016)
- UFC 3-401-01 "HEATING VENTILATION AND AIR CONDITIONING SYSTEMS" (CHANGE 4,
01 NOV 2017)
- UFC 3-410-04 "INDUSTRIAL VENTILATION" (13 DEC 2017)
- UFC 3-420-01 " PLUMBING SYSTEMS" (CHANGE 10, 26 OCT 2015)
- UFC 3-430-01FA " COMPRESSED AIR" (CHANGE 1, DEC 2007)
- UFC 3-501-01 "ELECTRICAL ENGINEERING" (6 OCT 2015)
- UFC 3-530-01 "INTERIOR ELECTRICAL SYSTEMS" (6 OCT 2015)
- UFC 3-530-01 " INTERIOR AND EXTERIOR LIGHTING SYSTEM AND CONTROLS"
(CHANGE 3, 1 JUNE 2016)
- UFC 3-550-01 " EXTERIOR ELECTRICAL POWER DISTRIBUTION" (CHANGE 1, 23 MARCH
2017)
- UFC 3-580-01 "TELECOMMUNICATIONS BLDG CABLING" (CHANGE 1, 1 JUNE 2016)
- UFC 3-600-01 "FIRE PROTECTION FOR FACILITIES" (CHANGE 2, 25 MAR 2018)
- UFC 4-010-01 "MINIMUM ANTITERRORISM STANDARDS FOR BUILDINGS" (1 OCT 2013)
- UFC 4-021-01 "MASS NOTIFICATION SYSTEMS" (CHANGE 1, JAN 2010)
- ABA (DOD) - ARCHITECTURAL BARRIERS ACT ACCESSIBILITY GUIDELINES
- INTERNATIONAL FIRE CODE (IFC) 2015
- INTERNATIONAL BUILDING CODE (IBC) 2015
- INTERNATIONAL PLUMBING CODE (2015)
- INTERNATIONAL MECHANICAL CODE (2015)
- NFPA 1 "UNIFORM FIRE CODE" (2018)
- NFPA 10" STANDARD FOR PORTABLE FIRE EXTINGUISHERS" (2018)
- NFPA 13 "STANDARD FOR THE INSTALLATION OF SPRINKLER SYSTEMS" (2016)
- NFPA 30 "FLAMMABLE AND COMBUSTIBLE LIQUIDS CODE" (2018)
- NFPA 30A "MOTOR FUEL DISPENSING FACILITIES AND REPAIR GARAGES" (2018)
- NPFA 54 "NATIONAL FUEL GAS CODE" (2018)
- NFPA 70 "NATIONAL ELECTRICAL CODE" (2017)
- NFPA 72 "NATIONAL FIRE ALARM CODE" (2016)
- NFPA 90A "STANDARD FOR THE INSTALLATION OF AIR CONDITIONING AND
VENTILATING SYSTEMS (2018)
- NFPA 101 "LIFE SAFETY CODE" (2018)
- STORMWATER MANAGEMENT MANUAL FOR EASTERN WASHINGTON (2004)
- ENERGY INDEPENDENCE & SECURITY ACT OF 2007 (EISA), SECTION 438 (2007)
- WASHINGTON STATE ENERGY CODE (2015)
- IES HB-10, INTERNATIONAL ILLUMINATION SOCIETY HANDBOOK (2011)
- IEEE C2, NATIONAL ELECTRICAL SAFETY CODE (2017)
- NETA ATS, ACCEPTANCE TESTING SPECIFICATIONS (2013)
- EM 385-1-1, SAFETY AND HEALTH REQUIREMENTS
- ARMY SUSTAINABLE DESIGN AND DEVELOPMENT POLICY (2017)
- JBLM/MADIGAN STANDARDS AND CRITERIA FOR INSTALLATION INCLUDING BUT NOT
LIMITED TO:
-MAMC CONSTRUCTION SAFETY POLICY AND PROCEDURES - 9/96
-CONSTRUCTION CONTRACTOR WORK INTERFACE AND COORDINATION -
10/02
- SHEET METAL AND AIR CONDITIONING CONTRACTORS' NATIONAL ASSOCIATION
(SMACNA) STANDARDS
- AMERICAN SOCIETY OF HEATING, VENTILATION AND AIR-CONDITIONING ENGINEER
(ASHRAE) HANDBOOKS
- ASHRAE 62.1-2013, VENTILATION FOR ACCEPTABLE INDOOR AIR QUALITY
- ASHRAE 90.1-2013 ENERGY STANDARD FOR BUILDINGS EXCEPT LOW RISE
RESIDENTIAL BUILDINGS
- ASCE/SEI 7-10, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES
- SNOW LOAD ANALYSIS FOR WASHINGTON, SECOND EDITION (1995), BY
STRUCTURAL ENGINEERS ASSOCIATION OF WASHINGTON
- WABO-SEAW WHITE PAPER – SNOW LOAD REGULATIONS AND ENGINEERING
PRACTICE, WASHINGTON STATE (2000)
- WABO-SEAW WHITE PAPER #8 – GUIDELINES FOR DETERMINING SNOW LOADS IN
WASHINGTON STATE (2010)
- COLD-FORMED STEEL FRAMING DESIGN
- AWS D1.3-08 STRUCTURAL WELDING CODE – SHEET STEEL
- STEEL STUD MANUFACTURERS ASSOCIATION (SSMA) – PRODUCT TECHNICAL
INFORMATION (2015)
- AISI S100-12 NORTH AMERICAN SPECIFICATION FOR THE DESIGN OF COLD-FORMED
STEEL STRUCTURAL MEMBERS
- AISI S200-12 NORTH AMERICAN STANDARD FOR COLD-FORMED STEEL FRAMING-
GENERAL PROVISIONS.
- ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE
CRSI DESIGN HANDBOOK (2008)
- TMS 402-13 BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES
- DDM04-2015 STEEL DECK INSTITUTE DIAPHRAGM DESIGN MANUAL, FOURTH EDITION
- RDDM-2012 STEEL DECK INSTITUTE ROOF DECK DESIGN MANUAL, FIRST EDITION
- STEEL JOIST INSTITUTE 43RD EDITION STANDARD SPECIFICATIONS AND LOAD AND
WEIGHT TABLES FOR STEEL JOISTS AND JOIST GIRDERS
- AISC 360-10 SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS
- AWS D1.1-15 STRUCTURAL WELDING CODE – STEEL
- CMAA 70 SPECIFICATIONS FOR TOP RUNNING BRIDGE & GANTRY TYPE MULTIPLE
GIRDER ELECTRIC OVERHEAD TRAVELING CRANES
BASIC ALLOWABLE
BUILDING
HEIGHT/STORIES
IBC TABLE 503 BASIC HEIGHT ALLOWED FOR S-1 IS 75 FEET IN THREE STORIES.75 FEET
S-1: 3 STORIES
BUILDING HEIGHT
MODIFICATIONS
IBC TABLE 503 AN ADDITIONAL 20 FEET IN HEIGHT AND AN ADDITIONAL STORY IS ALLOWED IF
AUTOMATIC SPRINKLER SYSTEM IS INSTALLED.
75 FEET
3 STORIES
ACTUAL BUILDING
(AVERAGE MAX)
HEIGHT AND STORIES
IBC 504.2 HEIGHT OF BUILDING WITH SLOPED ROOF MEASURED FROM THE MID-POINT
BETWEEN EAVE AND RIDGE.
26'-8", 1 STORIES
EXTERIOR WALLS FIRE
RESISTANT RATINGS
IBC 704.5 TABLE 602NOT REQUIRED
ALLOWABLE AREA OF
EXTERIOR OPENINGS
IBC SECTION 705.8
TABLE 705.8
THE MAXIMUM AREA OF UNPROTECTED OR PROTECTED OPENINGS PERMITTED IN
AN EXTERIOR WALL IN ANY STORY SHALL NOT EXCEED THE VALUES SET IN TABLES
704.8. (NOTE: NO LIMIT FOR WALLS WITH GREATER THAN 30-FEET FIRE SEPARATION
DISTANCE, IN A FULLY SPRINKLERED BUILDING).
10 FEET
DISTANCE
BETWEEN
BUILDINGS
MAXIMUM FLOOR AREA
ALLOWANCES PER
OCCUPANT
NFPA TABLE 7.3.1.2 100 GROSS SF PER PERSON.GENERAL
PURPOSE
INDUSTRIAL
OCCUPANCY
NO FIRE SPRINKLERS NOT PROVIDED.
FIRE SPRINKLERS NOT PROVIDED IF BID OPTION 1 IS NOT AWARDED.N/ANO
FIRE ALARM SYSTEM WHERE PROTECTED WITH FIRE SPRINKLERS: PROVIDE MANUAL FIRE ALARM SYSTEM.NFPA 72YES
WHERE NOT PROTECTED WITH FIRE SPRINKLERS: FIRE ALARM SYSTEM IS NOT
REQUIRED.
NFPA 101, PARA 40.3.4.1NO
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
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S O
F E
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IN
E
E R
S
D R
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N B
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D E
S
IG
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
C H
E C
K E
D B
Y
A N
S I D
IS
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U E
D A
T E
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
D A
T E
M A
R K
D E
S C
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IP
T
IO
N
G-004
C O
D E
C O
M P
L
IA
N C
E
Y A
K
IM
A T
R A
IN
IN
G C
E N
T E
R
Y T
C
W A
S E
A T
T L
E D
IS
T
R
IC
T E
A S
T M
A R
G
IN
A L
W A
Y S
O U
T H
S E
A T
T L
E W
A
W O
O D
H A
R B
IN
G
E R
IN
C
T
H A
V E
N E
S
T E
B E
L L E
V U
E W
A
M L E
H N
E R
M H
U G
H E
Y
M L E
H N
E R
T B
R Y
A N
T
M A
Y
D W
G R
E C
O R
D F
IL
E
N O
RTA SUBMITTAL
R E
P A
IR
B
A Y
S
N O
N -D
O L
/D P
W
P A
N T
H E
R
KEY NOTE
1. FIRE SPRINKLER PROTECTION OF THE
BUILDING IS PART OF THE BID OPTION ITEM
FOR FIRE SPRINKLERS.
2. IF BID OPTION ITEM FOR FIRE SPRINKLERS IS
AWARDED, DELETE FIRE EXTINGUISHERS.
G-004 BID OPTION
KEYNOTES
A B C D
MAINTENANCE
BAY 1
EXIT
MAINTENANCE
BAY 2
TOOL RM
PARTS RM
MECH RM
ADMIN/SHOP
CONTROL/
BREAK RM
ELEC RM
CORRIDOR
CORRIDOR
UNISEX RR
JAN
UNISEX SHWR &
LOCKER RM
STORAGE RM
EXIT
EXIT
B OCC
OCC LOAD: 3
368 NET SF
100 SF/FT PER
PERSON
S-1 OCC
OCC LOAD: 2
1,064 NET SF
500 SF/FT PER
PERSON
S-1 OCC
OCC LOAD: 2
1,064 NET SF
500 SF FT PER
PERSON
S-1 OCC
OCC LOAD: 1
124 NET SF
500 SF/FT PER
PERSON
S-1 OCC
OCC LOAD: 1
129 NET SF
500 SF/FT PER
PERSON
S-1 OCC
OCC LOAD: 1
403 NET SF
500 SF/FT PER
PERSON
STORAGE
CAGE 3
STORAGE
CAGE 2
STORAGE
CAGE 1
STORAGE
CAGE 4
STORAGE
CAGE 5
E X
IT
T
R A
V E
L D
IS
T
C O
M M
O N
P A
T H
T R
A V
E L D
IS
T
E X
IT
T
R A
V E
L D
IS
T
C O
M M
O N
P A
T H
T R
A V
E L D
IS
T
EXIT TRAVEL DIST: 40'-3"
COMMON PATH
TRAVEL DIST:
17'-7"
EXIT TRAVEL DIST: 48'-9"
COMMON PATH
TRAVEL DIST:
16'-8"
EXIT TRAVEL DIST: 108'-7"
COMMON PATH
TRAVEL DIST: 45'-6"
E X
IT
T
R A
V E
L D
IS
T
C O
M M
O N
P A
T H
T R
A V
E L D
IS
T
E X
IT
T
R A
V E
L D
IS
T
C O
M M
O N
P A
T H
T R
A V
E L D
IS
T
E X
IT
T
R A
V E
L D
IS
T
C O
M M
O N
P A
T H
T R
A V
E L D
IS
T
ROOF OUTLINE ABOVE
F E
FE
FE
FE
F E
B OCC
OCC
LOAD: 4
368 NET
SF
100 SF/FT
PER
PERSON
S-1 OCC
OCC LOAD: 5
2,128 NET SF
500 SF/FT PER
PERSON
S-1 OCC
OCC LOAD: 2
124 NET SF
500 SF/FT PER
PERSON
S-1 OCC
OCC LOAD: 2
129 NET SF
500 SF/FT PER
PERSON
S-1 OCC
OCC LOAD: 1
403 NET SF
500 SF/FT PER
PERSON
STORAGE
CAGE 3
STORAGE
CAGE 2
STORAGE
CAGE 1
STORAGE
CAGE 4
STORAGE
CAGE 5
EXIT TRAVEL DIST: 39'-6"
COMMON PATH TRAVEL DIST: 34'-6"
E X
IT
T
R A
V E
L D
IS
T
C O
M M
O N
P A
T H
T R
A V
E L D
IS
T
EXIT TRAVEL DIST: 40'-3"
COMMON PATH
TRAVEL DIST:
17'-7"
EXIT TRAVEL DIST: 48'-9"
COMMON PATH
TRAVEL DIST:
17'-1"
EXIT TRAVEL DIST: 108'-7"
COMMON PATH
TRAVEL DIST: 46'-0"
E X
IT
T
R A
V E
L D
IS
T
C O
M M
O N
P A
T H
T R
A V
E L D
IS
T
E X
IT
T
R A
V E
L D
IS
T
C O
M M
O N
P A
T H
T R
A V
E L D
IS
T
E X
IT
T
R A
V E
L D
IS
T
C O
M M
O N
P A
T H
T R
A V
E L D
IS
T
ROOF OUTLINE ABOVE
MECH RM
ELEC RM
CORRIDOR
CORRIDOR
ADMIN/SHOP
CONTROL/
BREAK RM
UNISEX RR
JAN
UNISEX SHWR &
LOCKER RM
STORAGE RM
PARTS RM
TOOL RM
MAINTENANCE
BAY 1
MAINTENANCE
BAY 2
EXIT
EXIT
EXIT
F
E
FE
FE
F E
DO NOT BLOCK EGRESS ROUTE DO NOT BLOCK EGRESS ROUTE
5' - 0"
EDGE OF EGRESS MARKING
US Army Corps of Engineers ®
SHEET ID
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M Y
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IN
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D R
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N B
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D E
S
IG
N E
D B
Y
S U
B M
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T
E D
B Y
S
IZ
E
C H
E C
K E
D B
Y
A N
S I D
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
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2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
D A
T E
M A
R K
D E
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R
IP
T
IO
N
G-005
E G
R E
S S
P L
A N
Y A
K
IM
A T
R A
IN
IN
G C
E N
T E
R
Y T
C
W A
S E
A T
T L
E D
IS
T
R
IC
T E
A S
T M
A R
G
IN
A L
W A
Y S
O U
T H
S E
A T
T L
E W
A
W O
O D
H A
R B
IN
G
E R
IN
C
T
H A
V E
N E
S
T E
B E
L L E
V U
E W
A
M L E
H N
E R
M H
U G
H E
Y
M L E
H N
E R
T B
R Y
A N
T
M A
Y
D W
G R
E C
O R
D F
IL
E
N O
RTA SUBMITTAL
R E
P A
IR
B
A Y
S
N O
N -D
O L
/D P
W
P A
N T
H E
R
1/4" = 1'-0"A2
EGRESS FLOOR PLAN
1. TRAVEL DISTANCES ARE BASED WITHOUT
FIRE SPRINKLER PROTECTION IN THE
BUILDING.
2. PROVIDE FIRE EXTINGUISHERS AS SHOWN.
PLAN
NORTH
1,2
0 2' 4' 8'
SCALE: 1/4" = 1'-0"
KEY NOTE
1. FIRE SPRINKLER PROTECTION OF THE
BUILDING IS PART OF BID OPTION 1 FOR FIRE
SPRINKLERS
2. IF BID OPTION 1 FOR FIRE SPRINKLERS IS
AWARDED, DELETE FIRE EXTINGUISHERS.
G-005 BID OPTION
KEYNOTES
GENERAL SHEET NOTES
EXIT SIGN
FE FIRE EXTINGUISHER
(PROVIDED
ONLY IF FIRE
SPRINKLERS NOT
PROVIDED)
EXIT ACCESS TRAVEL
PATH WITH EGRESS
START POINT
LEGEND
V-101
US Army Corps of Engineers ®
SHEET ID
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A
R M
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C
O R
P
O
F
E
N G
I N
E E
R S
D R
A W
N
B
Y
D E
S I G
N E
D
B
Y
S U
B M
I T
T E
D
B
Y
S I Z
E
C H
E C
K E
D
B
Y
A N
S I
D
C O
N T
R A
C T
N
I S
S U
E
D
A T
E
M
Y
, 2
L I C
I T
A T
I O
N
N
O
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
D A
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M A
R K
D E
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R I P
T I O
N
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A
T
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I N
I N
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C
E N
T E
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T C
W
A
S E
A T
T L
E
D
I S
T R
I C
T
E
A S
T
M
A R
G I N
L
W
Y
U
T H
S E
A T
T L
E
W
A
K P
N
S U
L T
I N
G
E
N G
I N
E E
R S
W
O O
D L A
D
Q U
A R
E
L O
L A
C E
Y
W
A
P
F
I T
Z G
E R
A L D
J
C
H A
P M
A N
D W
G
R
E C
O R
D
F
I
R E
P A
I
B
Y
S
N
O N
D
O L
D
A N
T H
E R
J
C
H A
P M
A N
J
C
H A
P M
A N
E X
I S
T I N
G
C
O N
D I T
I O
N
RTA SUBMITTAL
D
C
B
V-102
US Army Corps of Engineers ®
SHEET ID
M
Y
C
O R
E
N G
I N
E E
R S
D R
A W
N
B
Y
D E
S I G
N E
D
B
Y
S U
B M
I T
T E
D
B
Y
S I Z
E
C H
E C
K E
D
B
Y
A N
S I
D
C O
N T
R A
I S
S U
E
D
A T
Y
, 2
S O
L I C
I T
A T
I O
N
N
O
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
D A
T E
M A
R K
D E
S C
R I P
T I O
N
Y A
K I M
A
T
R A
I N
I N
G
C
E N
T E
R
Y
T C
W
A
S E
A T
T L
E
D
I S
T R
I C
T
E
A S
T
M
A R
G I N
U
T H
S E
A T
T L
E
W
A
K P
N
S U
L T
I N
G
E
N G
I N
E E
R S
W
O O
D L A
U
A R
E
L O
L A
C E
Y
W
A
P
F
I T
Z G
E R
A L D
J
C
H A
P M
A N
D W
G
R
E C
O R
D
F
I
R E
P A
Y
S
N
O N
D
O L
D
A N
T H
E R
J
C
H A
P M
A N
J
C
H A
P M
A N
E X
I S
T I N
G
C
O N
D I T
I O
N
V-103 of Engineers ®
SHEET ID
M
Y
C
O R
E
N G
I N
E E
R S
D R
A W
N
B
Y
D E
S I G
N E
D
B
Y
S U
B M
I T
T E
D
B
Y
S I Z
E
C H
E C
K E
D
B
Y
A N
S I
D
C O
N T
R A
I S
S U
E
D
A T
Y
, 2
S O
L I C
I T
A T
I O
N
N
O
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
D A
T E
M A
R K
D E
S C
R I P
T I O
N
Y A
K I M
A
T
R A
I N
I N
G
C
E N
T E
R
Y
T C
W
A
S E
A T
T L
E
D
I S
T R
I C
T
E
A S
T
M
A R
G I N
U
T H
S E
A T
T L
E
W
A
K P
N
S U
L T
I N
G
E
N G
I N
E E
R S
W
O O
D L A
U
A R
E
L O
L A
C E
Y
W
A
P
F
I T
Z G
E R
A L D
J
C
H A
P M
A N
D W
G
R
E C
O R
D
F
I
R E
P A
Y
S
N
O N
D
O L
D
A N
T H
E R
J
C
H A
P M
A N
J
C
H A
P M
A N
E X
I S
T I N
G
C
O N
D I T
I O
N
V-104 of Engineers ®
SHEET ID
M
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C
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B
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N
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2 3 4 5 6 7 8 9 10
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XXXXXXXXXXXXXXXXXXX
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X
XX
X X X X X X X X X X X
X X
X X
X X
X X
X
W W
W W
W W
W W
W W
W
T C
TC
T
C TC TC
T C
T C
TC TC TC TC TC TC
OH OH OHOH OH OH OH OH OH OH OH OH OH OH OHOH OH OH OH OH OH OH OH OH OH OH OH
OH OH OH OH OH OH OH OH OH
O H
O H
O H
O H
O H
O H
O H
O H
O H
O H
O H
O H
O H
O H
O H
O H
O H
O H
W
T C
T C
T C
T C
T C
T C
T C
T C
T C
T C
T C
S S
S S
S S
S S
S S
S S
S S
S S
S S
S S
S S
S S
S S
S D
S D
S D
S D
TC TC TC TC TC TC TC
W W
W W
W W
W
1269 1268
C-101, C-103, C-105
C-102, C-104
S O
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C O
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B Y
D R
A W
N B
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IS
S
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D A
T E
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A SHEET ID
K P
F F
C
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S U
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IN
G
E N
G
IN
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R S
F
IF
T
H A
V E
N U
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A T
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A
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A
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P S
O F
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IN
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IS
T R
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T
S E
A T
T L E
W
A
-M A
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A N
S I D
Y A
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A T
R A
IN
IN
G C
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W A
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P A
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B
A Y
S N
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-D O
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P W
P
A N
T H
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P N
RTA SUBMITTAL
T S
E N
D E
L E
K P
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F
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IN
J E
B E
R H
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US Army Corps of Engineers
SEATTLE DISTRICT
Z -1
\1
Y
T C
V e h ic le M a in t\ C
A D
D \D e s ig n \W
D
W -C
-0 -C
V .d w g
M a y
:5 a m
K u rt
P
C-001
KEY PLAN
SCALE: 1" = 80'
NORTH
KEY PLAN
4TH AVENUE
5TH AVENUE
D
S
T R
E E
T
1. DIVERT SEDIMENT LADEN RUNOFF AWAY FROM AREAS DESIGNATED FOR PERMANENT
INFILTRATION OR BIORETENTION FACILITIES.
2. INTERCEPTOR DITCH AND SEDIMENT TRAP LOCATION SHALL BE DETERMINED BY THE
CONTRACTOR IN THE FIELD AS REQUIRED BY CONSTRUCTION ACTIVITY.
3. IF CHANNEL SCOURING IS SEEN IN INTERCEPTOR DITCHES, INSTALL CHECK DAMS. STRAW
WATTLES ARE ACCEPTABLE ALTERNATIVES TO CHECK DAMS.
4. PROPOSED 7' CHAIN LINK FENCE IS NOT PART OF ESC MEASURES, SHOWN ON PLAN FOR
REFERENCE ONLY.
GENERAL NOTES
LEGEND
SS
CO
HIGH VISIBILITY CONSTRUCTION FENCE
CONSTRUCTION LIMITS
SILT FENCE
TEMPORARY DRAINAGE SWALE WITH FIBER
ROLL/STRAW WATTLE
WATER SERVICE/FIRE SERVICE
SANITARY SIDE SEWER
SECURITY FENCE
INTERCEPTOR SWALE/ FLOW LINE
PROPOSED CONTOUR
TEMPORARY SLOPED BANK
INTERCEPTOR DITCH
STORM CONTROL STRUCTURE AND
DISCHARGE
POND DEPRESSION SLOPE DIRECTION
TEMPORARY CONSTRUCTION
STORMWATER PUMP WITH DISCHARGE
ASPHALT PAVEMENT
CONCRETE PAVEMENT/ CONCRETE PAD
SAWCUT LINE
ISOLATION JOINT
THICKENED EDGE JOINT
TIE BAR
DOWEL BAR
REINFORCED CONCRETE PANEL
ADA STALL MARKING
ADA PARKING SIGN
IDENTIFICATION SIGN
WHEEL STOP
FENCE GATE
BOLLARD
POST INDICATOR VALVE (PIV )
FIRE DEPARTMENT CONNECTION (FDC)
WATER FITTING
SANITARY SEWER CLEANOUT
GRAVITY PIPE FLOW DIRECTION
XX
P
X X X
SF
SD
X" W X" FS
APPROX. APPROXIMATE
AVE AVENUE
AWG AMERICAN WIRE GAUGE
BLDG BUILDING
BOD BOTTOM OF DITCH
CI CAST IRON
CIP CAST-IN-PLACE
C/L CENTERLINE
CO CLEANOUT
CONC CONCRETE
CSWPPP CONSTRUCTION STORM WATER
PREVENTION POLLUTION PLAN
DI DUCTILE IRON
DIA DIAMETER
DTL DETAIL
E EASTERN / EASTING
ELEV/ EL ELEVATION
EX EXISTING
IE INVERT ELEVATION
FFE FINISHED FLOOR ELEVATION
FHA FIRE HYDRANT ASSEMBLY
FS FIRE SERVICE
FT FEET
GAL GALLON
GALV HOT DIP GALVANIZED
GV GATE VALVE
HDPE HIGH DENSITY POLYETHYLENE
IE INVERT
LF LINEAR FEET
MIN MINIMUM
MAX MAXIMUM
MDD MAXIMUM DRY DENSITY
N NORTHERN / NORTHING
NTS NOT TO SCALE
OC/O.C. ON CENTER
OD OUTSIDE DIAMETER
PCC PORTLAND CEMENT CONCRETE
PIV POST INDICATOR VALVE
POC POINT OF CONNECTION
PSI POUNDS PER SQUARE INCH
PVC POLYVINYL CHLORIDE PIPE
R RADIUS/ REINFORCED
SD STORM DRAIN
SDCB STORM DRAIN CATCH BASIN
SDMH STORM DRAIN MANHOLE
SHT SHEET
SF SQUARE FOOT/FEET
SQ SQUARE
SS SANITARY SEWER
STD STANDARD
TYP TYPICAL
W WATER
W/ WITH
ABBREVIATIONS
C
IV
IL
C
O V
E R
S H
E E
T
R
SITE MAP
NORTH
PROJECT
LOCATION
FIRING CENTER ROAD
5TH AVE
6TH AVE
4TH AVE
D S
T
A S
T
C S
T
B S
T
7TH AVE.
E . S
E
LA
H R
D
EAST SELAH
SEGUR RD
TEMPLE LANE
S H
O T
G U
N L
A N
E VAGABOND AAF
HARRISON RD
WILSON RD
HARRISON RD
P O
M O
N A
H E
IG
H
T S
R D T
IP
P
R D
N C
O R
R
LE
D A
LL
O
R D
E POMONA RD
P O
M O
N A
R D
E POMONA RD
YAKIM
A R
IVER
YAKIMA TRAINING
CENTER
RAY SYMMONDS RD
LOCATION MAP
PROJECT
LOCATION
NORTH
YAKIMA
ROYAL CITY
ELLENBURG
CLE ELUM
WENATCHEE
QUINCY
GEORGE
VANTAGE
WHITE SWAN
OTHELLO
HANFORD
MOSES LAKE
RICHLAND
EPHARTA
WAPATO
UNION GAP
TO SPOKANE
TO SEATTLE
SUNNYSIDE
SNOQUALMIE
NATIONAL
FOREST
SNOQUALMIE
NATIONAL
FOREST
COLUMBIA RIVER
COLUMBIA RIVER
VICINITY MAP
O R E G O N
I D A
H O
B R I T I S H C O L U M B I A
BELLINGHAM
MT. VERNON
EVERETT
SEATTLE
OLYMPIA
ABERDEEN
CHEHALIS
VANCOUVER
PORTLAND
ELLENSBURG
YAKIMA
SPOKANE
TACOMA
W A S H I N G T O N
WALLA WALLA
PENDLETON
UMATILLA ARMY DEPOT
NORTH
PROJECT
LOCATION
Joe Eberhardt
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
XXXXXXXXX
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
SD SD SD
W W
W W
W W
W W
W W
W W
W W
W W
W W
W W
W
W W
W W
W W
W W
W W
W W
W W
W W
W W
W W
W
WWW
W W
W W
W W
W
T C
T C
T C
TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC
OH OH OH OH
OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH
OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH
O H
O H
O H
W W
W W
W W
W
T C
T C
T C
T C
T C
T C
T C
T C
T C
T C
T C
T C
T C
T C
T C
T C
T C
T C
T C
T C
T C
T C
T C
T C
T C
S S
S S
S S
S S
S S
S S
S S
S S
S S
S S
S S
S S
S S
S S
S S
S S
S S
S S
S S
S S
S S
S S
S S
S S
S S
S S
S S
S S
S D
S D
S D
S D
S D
S D
S D
S D
S D
S D
W W
W
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
XXXXXXXXXXXXXXX
X X
X X
X X
X X
X X
X
S F
S F
S F
S F
S F
S F
S F
S F
S F
S F
S F
S F
S F
S F
S F
S F
S F
SFSFSFSFSFSF
S F
S F
S F
P
X
X
X
XX
X
X
X
XX
"D
S T
R E
E T
5TH AVENUE
SILT FENCE,
(TYP)
CONSTRUCTION
FENCE (TYP)
FUTURE INFILTRATION FACILITY.
CONTRACTOR SHALL NOT LOAD
WITH CONSTRUCTION
EQUIPMENT OR MATERIALS.
AREA SHALL REMAIN FREE OF
ALL COMPACTION.
CONSTRUCTION
FENCE GATE
TEMPORARY 1' HIGH,
3:1 SLOPED BANK
SEDIMENT TANK
TEMPORARY
CONSTRUCTION
STORMWATER PUMP
INSTALL INTERCEPTOR
DITCH PER C-103
FIBER ROLL/STRAW WATTLE (TYP)
E4
C-501
PERMANENT DRAINAGE SWALE EXTENTS
PER SHEET C-103 AND C-104
TEMPORARY
DRAINAGE SWALE
BEGIN TEMPORARY DRAINAGE SWALE
AND END PERMANENT DRAINAGE SWALE
A4
C-501
A7
C-501
E7
C-501
200' "D" STREET
CENTERLINE OFFSET
E1
C-501
A1
C-501
100' HELICOPTER
PAD STANDOFF
CONSTRUCTION
LIMITS (TYP)
MATCH LINE - SEE SHEET C-102
S O
L
IC
IT
A
T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
M A
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S
IZ
E
S U
B M
IT
T
E D
B Y
D A
T E
C O
N T
R A
C T
N O
C
H E
C K
E D
B Y
D R
A W
N B
Y
IS
S
U E
D A
T E
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A SHEET ID
K P
F F
C
O N
S U
L T
IN
G
E N
G
IN
E E
R S
F
IF
T
H A
V E
N U
E
S U
IT
E
S E
A T
T L E
W
A
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
S E
A T
T L E
D
IS
T R
IC
T
S E
A T
T L E
W
A
-M A
Y
A N
S I D
Y A
K
IM
A T
R A
IN
IN
G C
E N
T E
R
Y T
C
W A
R E
P A
IR
B
A Y
S N
O N
-D O
L /D
P W
P
A N
T H
E R
P N
RTA SUBMITTAL
T S
E N
D E
L E
K P
E C
K T
F
R A
N K
L
IN
J E
B E
R H
A R
D T
J E
B E
R H
A R
D T
US Army Corps of Engineers
SEATTLE DISTRICT
Z -1
\1
Y
T C
V e h ic le M a in t\ C
A D
D \D e s ig n \W
D
W -C
-1 -E
C .d w g
M a y
:5 a m
K u rt
P
T E
S C
/C S
W P
P P
C-101
NORTH
PLAN
TESC/CSWPPP
SCALE: 1" = 20'
20' 40'0
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
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
T C
T C
T C
T C
T C
T C
T C
T C
T C
T C
T C
T C
T C
T C
T C
T C
T C
T C
T C
T C
S S
S S
S S
S S
S S
TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC
W W
W W
W W
W W
W W
W W
W W
W W
W W
W W
W W
W W
W W
W W
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
S F
S F
S F
S F
S F
S F
S F
S F
S F
SF SF SF SF SF SF
S F
S F
S F
S F
S F
S F
S F
S F
S F
S F
"D
S T
R E
E T
SILT FENCE (TYP)
CONSTRUCTION
FENCE (TYP)
FIBER ROLL/STRAW WATTLE
A7
C-501
PERMANENT DRAINAGE SWALE EXTENTS
PER SHEET C-103 AND C-104
100' HELICOPTER PAD STANDOFF
HELICOPTER PAD
INSTALL INTERCEPTOR DITCH PER C-103
E4
C-501
E7
C-501
4TH AVENUE
A1
C-501
E1
C-501
CONSTRUCTION LIMITS (TYP)
MATCH LINE - SEE SHEET C-101
S O
L
IC
IT
A
T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
M A
R K
S
IZ
E
S U
B M
IT
T
E D
B Y
D A
T E
C O
N T
R A
C T
N O
C
H E
C K
E D
B Y
D R
A W
N B
Y
IS
S
U E
D A
T E
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A SHEET ID
K P
F F
C
O N
S U
L T
IN
G
E N
G
IN
E E
R S
F
IF
T
H A
V E
N U
E
S U
IT
E
S E
A T
T L E
W
A
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
S E
A T
T L E
D
IS
T R
IC
T
S E
A T
T L E
W
A
-M A
Y
A N
S I D
Y A
K
IM
A T
R A
IN
IN
G C
E N
T E
R
Y T
C
W A
R E
P A
IR
B
A Y
S N
O N
-D O
L /D
P W
P
A N
T H
E R
P N
RTA SUBMITTAL
T S
E N
D E
L E
K P
E C
K T
F
R A
N K
L
IN
J E
B E
R H
A R
D T
J E
B E
R H
A R
D T
US Army Corps of Engineers
SEATTLE DISTRICT
Z -1
\1
Y
T C
V e h ic le M a in t\ C
A D
D \D e s ig n \W
D
W -C
-1 -E
C .d w g
M a y
:5 a m
K u rt
P
T E
S C
/C S
W P
P P
C-102
NORTH
PLAN
TESC/CSWPPP
SCALE: 1" = 20'
20' 40'0
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
XXXXXXXXX
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
SD SD SD
W W
W W
W W
W W
W W
W W
W W
W W
W W
W W
W
W W
W W
W W
W W
W W
W W
W W
W W
W W
W W
W
WWW
W W
W W
W W
W
T C
T C
T C
TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC
OH OH OH OH
OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH
OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH
O H
O H
O H
W W
W W
W W
W
T C
T C
T C
T C
T C
T C
T C
T C
T C
T C
T C
T C
T C
T C
T C
T C
T C
T C
T C
T C
T C
T C
T C
T C
T C
S S
S S
S S
S S
S S
S S
S S
S S
S S
S S
S S
S S
S S
S S
S S
S S
S S
S S
S S
S S
S S
S S
S S
S S
S S
S S
S S
S S
S D
S D
S D
S D
S D
S D
S D
S D
S D
S D
W W
W
X X
X X
X X
X
W W W
SS SS SS SS SS SS SS CO
CO
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
W W
SD
1269 1268
5TH AVENUE
VEHICULAR
CONCRETE
PAVING, SEE
SHT C-105
ECO BLOCKS ALONG
"D" STREET TO REMAIN
(TYP)
ECO BLOCKS ALONG 5TH
AVE TO BE REMOVED
SIDEWALK
9.
0'
(T Y
P
18.5' (TYP)
INFILTRATION STORM
WATER POND
TOP ELEV=1269
BOTTOM ELEV=1264.33 PARKING STALL
CONTROL POINT #122
N=488326.01
E=1651666.90
CONTROL POINT #114
N=488333.66
E=1651929.25
CHAIN LINK SECURITY
FENCE (TYP)
INTERCEPTOR SWALE
(TYP)
36.6'
.5
.0
.0
29.1'
5.0'
5.
0'
8.
0'
11.5'
1.0'
54.1'
PROTECT EXISTING GRAVEL
TO REMAIN (TYP),
OR ESTABLISH NEW GRAVEL
SURFACE PER BID OPTION 2
INTERCEPTOR DITCH
QUARRY SPALL TO
INTERCEPT STORM
DRAINAGE (TYP)
APPROXIMATE
TRAILER AND WATER
TANK PARKING
APPROXIMATE TRAILER AND
WATER TANK PARKING
BOLLARD (TYP)
CONDENSER PAD,
SEE MECH PLANS
CONCRETE PAD FOR MOUNTED
TRANSFORMER AND VAULT. SEE
ELECTRICAL PLANS FOR SIZE
ADA ACCESSIBLE
PARKING SIGN
ADA STALL
MARKING
PROTECT EXISTING
HYDRANT TO REMAIN
E6
C-502
C4
C-502
E9
C-502
D1
C-503
E1
C-502
A4
C-502
GATE AND ACCESS
(TYP)
E1
C-501
E2
C-504
A1
C-501
STORM POND
DISCHARGE TO
ROAD SIDE DITCH
12" SD STORM CONTROL
STRUCTURE
E7
C-504
ADJUST ECO BLOCKS
AT TOP OF POND AS
NECESSARY
IDENTIFICATION SIGN, SEE
ARCHITECTURAL PLANS
WHEEL STOPS
(TYP)
A2
C-506
DUMPSTER PAD
.0
R=70.0'
R=50.0'
40.0'
CONSTRUCTION
LIMITS (TYP)
1 A7
C-502
A8
C-506
50' ROLLING GATEA4
C-507
EXHAUST PAD,
SEE MECH PLANS
F1
C-504
2.0' CLR
TYP
0.5%
"D
S T
R E
E T
FFE=1273.00
F1
C-503
E
E E
E E
E
E E E E E E E E
E E
E E
E
E E
E
E E
E
E
EE
E E
E E
E E E E E E
E E
E E
E E
E E
E E
E E
E E
E E
E E
E E
E E
EEEEEEEEEEEEEEEE
E2 C-504
A
BUILDING ROOF LINE
20.0'
1272.85
10.0'
.0
1272.85 1272.85
1272.75
1272.25 1272.60
1273.00
1273.00
1267.62 (EX)
1267.78 (EX)
1267.83 (EX)
1268.20
1272.86
1273.001273.00
LOW PT
1268.0
A1
C-502
11 10
PROTECT EXISTING 6'
CHAIN LINK FENCE TO
REMAIN
BOD = 1275.00
BOD=1272.0
PC
N=488274.99
E=1651660.46
PT
N=488223.72
E=1651709.59
APPROXIMATE LIMIT OF
DISTURBED GRAVEL
ASPHALT
PAVEMENT
C7
C-502
2 2
1272.50
FL
O
W L
IN
E
TW 1275.5
BW 1274.5
TW 1275.5
BW 1275.0
TW 1274.0
BW 1273.0
ECOLOGY BLOCK
WALL
S O
L
IC
IT
A
T
IO
N N
O
D E
S
IG
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D B
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D E
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IP
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N
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E
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B M
IT
T
E D
B Y
D A
T E
C O
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C T
N O
C
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C K
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D R
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N B
Y
IS
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D A
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G
2 3 4 5 6 7 8 9 10
F
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A SHEET ID
K P
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S E
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T L E
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IS
T R
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S E
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T L E
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IN
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S N
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A N
T H
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P N
RTA SUBMITTAL
T S
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K P
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IN
J E
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B E
R H
A R
D T
US Army Corps of Engineers
SEATTLE DISTRICT
Z -1
\1
Y
T C
V e h ic le M a in t\ C
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NORTH
PLAN
SITE AND GRADING PLAN
SCALE: 1" = 20'
20'…
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