16R0004_Plans.pdf
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- Attached to
- FY14 Fire Station at JBLM, WA PN 76776
- Solicitation number
- W912DW-16-R-0004
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Plans for W912DW-16-R-0004
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| File | Type | Posted |
|---|---|---|
| R0002.pdf | ||
| CU_101.pdf | ||
| R0001.zip | ZIP file | |
| 16R0004.pdf |
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SHEET
IDENTIFICATION
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FY14 AIRFIELD OPERATIONS COMPLEX, PHASE 2B
FIRE STATION
JOINT BASE LEWIS-McCHORD, WASHINGTON
PN76776
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SHEET NO SHEET ID SHEET NAME
230 M-601 HVAC SCHEDULES I
231 M-602 HVAC SCHEDULES II
232 M-610 HVAC CONTROLS LEGEND
233 M-611 HVAC CONTROLS I
234 M-612 HVAC CONTROLS II
15 ELECTRICAL
235 E-001 LEGEND AND ABBREVIATIONS
236 E-002 TYPICAL HEIGHTS/SEPARATIONS UOI
237 E-003 FACILITY ELECTRICAL KEYPLAN
238 EG101 LIGHTNING PROTECTION PLAN
239 EG501 MISC GROUNDING DETAILS
240 EG502 MISC GORUNDING DETAILS 2
241 EL101 LIGHTING PLAN - FIRST FLOOR - AREA A1
242 EL102 LIGHTING PLAN - FIRST FLOOR - AREA B1
243 EL103 LIGHTING PLAN - FIRST FLOOR - AREA C1
244 EL104 LIGHTING PLAN - FIRST FLOOR - AREA D1
245 EL105 LIGHTING PLAN - FIRST FLOOR - AREA E1
246 EL106 LIGHTING PLAN - FIRST FLOOR - AREA F1
247 EL121 LIGHTING PLAN - SECOND FLOOR - AREA A2
248 EL122 LIGHTING PLAN - SECOND FLOOR - AREA B2
249 EL123 LIGHTING PLAN - SECOND FLOOR - AREA C2
250 EL124 LIGHTING PLAN - SECOND FLOOR - AREA D2
251 EL125 LIGHTING PLAN - SECOND FLOOR - AREA E2
252 EL126 LIGHTING PLAN - SECOND FLOOR - AREA F2
253 EL131 LIGHTING PLAN - ROOF ACCESS - STAIR 1 AND STAIR 2
254 EL501 LIGHT FIXTURE SCHEDULE AND DETAILS
255 EL502 LIGHT FIXTURE DETAILS 2
256 EL504 LIGHTING CONTROLS
257 EP101 POWER PLAN - FIRST FLOOR - AREA A1
258 EP102 POWER PLAN - FIRST FLOOR - AREA B1
259 EP103 POWER PLAN - FIRST FLOOR - AREA C1
260 EP104 POWER PLAN - FIRST FLOOR - AREA D1
261 EP105 POWER PLAN - FIRST FLOOR - AREA E1
262 EP106 POWER PLAN - FIRST FLOOR - AREA F1
263 EP121 POWER PLAN - SECOND FLOOR - AREA A2
264 EP122 POWER PLAN - SECOND FLOOR - AREA B2
265 EP123 POWER PLAN - SECOND FLOOR - AREA C2
266 EP124 POWER PLAN - SECOND FLOOR - AREA D2
267 EP125 POWER PLAN - SECOND FLOOR - AREA E2
268 EP126 POWER PLAN - SECOND FLOOR - AREA F2
269 EP131 POWER PLAN - ROOF ACCESS - STAIR 1 AND STAIR 2
270 EP141 POWER PLAN - ROOF
271 EP501 ELECTRICAL DETAILS 1
272 EP601 POWER RISER DIAGRAM
273 EP602 PANEL SCHEDULES 1
274 EP603 PANEL SCHEDULES 2
275 EP604 PANEL SCHEDULES 3
276 EP605 PANEL SCHEDULES 4
277 EP606 CONTROL DIAGRAM - APPARATUS BAY DOOR
16 TELECOMMUNICATIONS
278 T-010 LEGEND AND ABBREVIATIONS
279 T-011 TYPICAL MOUNTING HEIGHTS/SEPARATIONS UOI
280 T-012 TELECOMMUNICATIONS KEY PLAN
281 T-101 TELECOMMUNICATIONS PLAN - FIRST FLOOR - AREA A1
282 T-102 TELECOMMUNICATIONS PLAN - FIRST FLOOR - AREA B1
283 T-103 TELECOMMUNICATIONS PLAN - FIRST FLOOR - AREA C1
284 T-104 TELECOMMUNICATIONS CABLE TRAY PLAN - FIRST FLOOR -
AREA A1
285 T-105 TELECOMMUNICATIONS CABLE TRAY PLAN - FIRST FLOOR -
AREA B1
286 T-121 TELECOMMUNICATIONS PLAN - SECOND FLOOR - AREA A2
287 T-122 TELECOMMUNICATIONS PLAN - SECOND FLOOR - AREA B2
288 T-123 TELECOMMUNICATIONS PLAN - FIRST FLOOR - AREA C2
289 T-124 TELECOMMUNICATIONS CABLE TRAY PLAN- SECOND FLOOR-
AREA A2
290 T-125 TELECOMMUNICATIONS CABLE TRAY PLAN- AREA B2
291 T-401 TELECOMMUNICATIONS ENLARGED PLANS
292 T-501 TELECOMMUNICATIONS TYPICAL DETAILS 1
293 T-502 TELECOMMUNICATIONS TYPICAL DETAILS 2
294 T-601 TELECOMMUNICATIONS DIAGRAMS 1
295 T-602 TELECOMMUNICATIONS DIAGRAMS 2
SHEET NO SHEET ID SHEET NAME
155 A-604 WINDOW, LOUVER, & EXTERIOR FINISH SCHEDULES
156 A-901 EXTERIOR PERSPECTIVES
157 A-902 INTERIOR PERSPECTIVES
09 INTERIORS
158 IF001 FURNITURE, FIXTURES, & EQUIPMENT LEGEND & MATRIX
159 IF101 FIRST FLOOR FURNITURE & EQUIPMENT PLAN
160 IF102 SECOND FLOOR FURNITURE & EQUIPMENT PLAN
161 IG101 FIRST FLOOR SIGNAGE PLAN
162 IG102 SECOND FLOOR SIGNAGE PLAN
163 IG501 SIGNAGE DETAILS I
164 IG502 SIGNAGE DETAILS II
165 IG503 SIGNAGE DETAILS III
166 IG601 SIGNAGE SCHEDULE
167 IN101 FIRST FLOOR FINISH FLOOR PLAN
168 IN102 SECOND FLOOR FINISH FLOOR PLAN
169 IN201 RM 112 FITNESS ROOM ELEVATIONS
170 IN202 RM 113 DAYROOM AND KITCHEN
171 IN203 FIRST FLOOR RESTROOM ELEVATIONS
172 IN204 SECOND FLOOR RESTROOM ELEVATIONS
173 IN205 TV ROOM & REC ROOM ELEVATIONS
174 IN206 TRAINING ROOM AND DORM ROOM ELEVATIONS
175 IN207 LAUNDRY ROOM ELEVATIONS AND TYPICAL MOUNTING
DIMENSIONS
176 IN501 CASEWORK DETAILS
177 IN502 CASEWORK DETAILS
178 IN503 BATHROOM DETAILS
179 IN504 INTERIOR WALL DETAILS
180 IN505 INTERIOR FLOOR DETAILS
181 IN506 INTERIOR LOCKER DETAILS
182 IN601 FINISH SCHEDULE KEY & LEGEND
11 FIRE PROTECTION
183 F-001 FIRE PROTECTION - LEGEND AND ABBREVIATIONS
184 F-101 FIRE PROTECTION SYSTEM - FIRST FLOOR PLAN
185 F-102 FIRE PROTECTION SYSTEM - SECOND FLOOR PLAN
186 F-301 BUILDING SECTIONS 1
187 F-302 BUILDING SECTIONS 2
188 F-501 FIRE PROTECTION DETAILS
189 FA001 FIRE ALARM - LEGEND AND ABBREVIATIONS
190 FA100 OVERALL FA/MNS AND FFA KEYPLAN
191 FA101 FA/MNS AND FFA SYSTEM PLAN - FIRST FLOOR - AREA A1
192 FA102 FA/MNS AND FFA SYSTEM PLAN - FIRST FLOOR - AREA B1
193 FA103 FA/MNS AND FFA SYSTEM PLAN - FIRST FLOOR - AREA C1
194 FA104 FA/MNS AND FFA SYSTEM PLAN - FIRST FLOOR - AREA D1
195 FA105 FA/MNS AND FFA SYSTEM PLAN - FIRST FLOOR - AREA E1
196 FA106 FA/MNS AND FFA SYSTEM PLAN - FIRST FLOOR - AREA F1
197 FA121 FA/MNS AND FFA SYSTEM PLAN - SECOND FLOOR - AREA A2
198 FA122 FA/MNS AND FFA SYSTEM PLAN - SECOND FLOOR - AREA B2
199 FA123 FA/MNS AND FFA SYSTEM PLAN - SECOND FLOOR - AREA C2
200 FA124 FA/MNS AND FFA SYSTEM PLAN - SECOND FLOOR - AREA D2
201 FA125 FA/MNS AND FFA SYSTEM PLAN - APPARATUS BAY - AREA E2
202 FA126 FA/MNS AND FFA SYSTEM PLAN - APPARATUS BAY - AREA F2
203 FA141 FA/MNS AND FFA SYSTEM PLAN - ROOF
204 FA501 FIRE ALARM DETAILS I
205 FA601 FIRE ALARM AND MNS DIAGRAM
206 FA602 FIRE ALARM MATRIX
12 PLUMBING
207 P-001 ABBREVIATIONS, LEGEND, AND GENERAL NOTES
208 P-111 DWS AND SS PLANS - FIRST FLOOR - AREA A
209 P-112 DWS PLAN - AREA B
210 P-113 NG AND CA PLAN - AREA B
211 P-114 SS PLAN - AREA B
212 P-121 DWS AND SS PLANS - SECOND FLOOR - AREA A
213 P-501 TYPICAL PLUMBING DETAILS
214 P-502 TYPICAL PLUMBING DETAILS
215 P-601 FIRST FLOOR DWS WATER RISER DIAGRAM
216 P-602 SECOND FLOOR DWS RISER DIAGRAM
217 P-603 FIRST FLOOR SS & VENT RISER DIAGRAM
218 P-604 SECOND FLOOR FLOOR SS & VENT RISER DIAGRAM
219 P-605 PLUMBING SCHEDULES
14 MECHANICAL
220 M-001 ABBREVIATIONS, SYMBOLS AND NOTES
221 M-111 FIRST FLOOR ADMIN HVAC
222 M-112 APPARATUS BAY HVAC
223 M-121 SECOND FLOOR ADMIN HVAC
224 M-131 ROOF HVAC PLAN
225 M-501 HVAC DETAILS I
226 M-502 HVAC DETAILS II
227 M-503 HVAC DETAILS III
228 M-504 SEISMIC AND ATFP BRACING DETAILS I
229 M-505 SEISMIC AND ATFP BRACING DETAILS II
SHEET NO SHEET ID SHEET NAME
76 S-104 HIGH ROOF FRAMING PLAN
77 S-105 GENERATOR FOUNDATION PLAN / DETAILS
78 S-201 MOMENT FRAME ELEVATIONS
79 S-202 BRACED FRAME ELEVATIONS
80 S-301 FOUNDATION SECTIONS
81 S-302 FLOOR FRAMING SECTIONS
82 S-303 ROOF FRAMING SECTIONS
83 S-304 HIGH ROOF FRAMING SECTIONS
84 S-305 CANOPY AND RAPPELLING SECTIONS
85 S-306 DRAG STRUT SECTIONS
86 S-307 APPARATUS BAY SUPPORT AREA SECTIONS
87 S-308 STAIR SECTIONS
88 S-401 ENLARGED CANOPY PLANS
89 S-402 ENLARGED STAIR PLANS
90 S-501 TYPICAL DETAILS
91 S-502 FOUNDATION DETAILS
92 S-503 FLOOR AND ROOF DETAILS
93 S-504 CMU DETAILS
94 S-505 CMU DETAILS 2
95 S-506 STEEL FRAMING DETAILS
96 S-601 SCHEDULES
08 ARCHITECTURAL
97 A-001 ABBREVIATIONS, SYMBOLS, AND GENERAL NOTES
98 A-002 LIFE SAFETY SUMMARY
99 A-003 LIFE SAFETY PLAN - FLOOR 1
100 A-004 LIFE SAFETY PLAN - FLOOR 2
101 A-005 AIR BARRIER PLANS AND SECTION
102 A-101 OVERALL FIRST FLOOR PLAN
103 A-102 PARTIAL FIRST FLOOR PLAN - ZONE A
104 A-103 PARTIAL FIRST FLOOR PLAN - ZONE B
105 A-104 OVERALL SECOND FLOOR PLAN
106 A-105 PARTIAL SECOND FLOOR PLAN - ZONE A
107 A-106 PARTIAL SECOND FLOOR PLAN - ZONE B
108 A-107 OVERALL FIRST FLOOR RCP
109 A-108 PARTIAL FIRST FLOOR RCP - ZONE A
110 A-109 PARTIAL FIRST FLOOR RCP - ZONE B
111 A-110 OVERALL SECOND FLOOR RCP
112 A-111 PARTIAL SECOND FLOOR RCP - ZONE A
113 A-112 PARTIAL SECOND FLOOR RCP - ZONE B
114 A-113 ROOF PLAN
115 A-201 EXTERIOR ELEVATIONS
116 A-202 EXTERIOR ELEVATIONS
117 A-301 BUILDING SECTIONS
118 A-302 BUILDING SECTIONS
119 A-303 BUILDING SECTIONS
120 A-304 BUILDING SECTIONS
121 A-305 WALL SECTIONS
122 A-306 WALL SECTIONS
123 A-307 WALL SECTIONS
124 A-401 ENLARGED PLANS
125 A-402 ENLARGED PLANS - STAIR 1
126 A-403 ENLARGED PLAN - STAIR 2
127 A-404 ENLARGED PLAN - STAIR 3
128 A-405 ENLARGED PLAN - STAIR 4
129 A-406 ENLARGED PLANS - ENTRANCES
130 A-407 RAPELLING AREA
131 A-408 CURTAINWALL ELEVATIONS - APPARATUS BAY AND
OVERHEAD DOORS
132 A-409 CURTAINWALL ELEVATIONS - STAIR AND DAY ROOM
133 A-410 ENLARGED PLANS - FIRST FLOOR RESTROOMS
134 A-411 ENLARGED PLANS - SECOND FLOOR RESTROOMS
135 A-501 EXTERIOR DETAILS I - FOUNDATION AND EXTERIOR WALLS
DETAILS
136 A-502 EXTERIOR DETAILS II - PLAN DETAILS
137 A-503 EXTERIOR DETAILS III - CANOPY DETAILS
138 A-504 EXTERIOR DETAILS IV - RAPELLING DETAILS
139 A-505 ROOF DETAILS I - MEMBRANE ROOF DETAILS - ADMIN
140 A-506 ROOF DETAILS II - MEMBRANE ROOF DETAILS - ADMIN STAIRS
141 A-507 ROOF DETAILS III - METAL ROOF DETAILS - APPARATUS BAY
142 A-508 CURTAINWALL DETAILS I - APPARATUS BAY CURTAINWALL
DETAILS
143 A-509 CURTAINWALL DETAILS II - STAIR CURTAINWALL DETAILS
144 A-510 INTERIOR DETAILS I - PLAN DETAILS
145 A-511 EXTERIOR DOOR DETAILS
146 A-512 INTERIOR DOOR DETAILS
147 A-513 WINDOW DETAILS
148 A-514 LOUVER DETAILS
149 A-515 STAIR DETAILS
150 A-516 CEILING DETAILS
151 A-517 BATHROOM DETAILS
152 A-601 EXTERIOR WALL, ROOF, & FLOOR/CEILING TYPES
153 A-602 INTERIOR WALL TYPES
154 A-603 DOOR SCHEDULE
SHEET NO SHEET ID SHEET NAME
01 GENERAL
1 G-001 TITLE, LOCATION AND VICINITY MAPS
2 G-002 DRAWING INDEX
3 G-003 ABBREVIATIONS AND GENERAL NOTES
02 SITE
4 C-001 LOCATION AND VICINITY MAP
5 C-002 ABBREVIATIONS
6 C-003 LEGEND AND GENERAL NOTES
7 C-004 HAUL ROUTE
8 C-005 SITE KEY PLAN
9 GC101 PHASING PLAN
10 V-101 EXISTING CONDITIONS PLAN - AREA 101
11 V-102 EXISTING SURVEY MONUMENTATION
12 CD101 DEMOLITION PLAN - AREA 101
13 CS101 SITE PLAN - AREA 101
14 CS501 SITE DETAILS
15 CS502 SITE DETAILS
16 CS503 SITE DETAILS
17 CS504 FE6 CHAIN-LINK SECURITY FENCE DETAILS FOR
NON-SENSORED FENCE
18 CG101 GRADING PLAN - AREA 101
19 CG501 STORM DRAIN DETAILS
20 CP101 SITE PAVEMENT PLAN
21 CP201 PROFILE - FIRE STATION RAMP
22 CP401 JOINT LAYOUT PLAN - FIRESTATION RAMP
23 CP402 JOINT ELEVATION PLAN - FIRE STATION RAMP
24 CP403 JOINT LAYOUT AND ELEVATION PLAN - MECHANICAL ROOM
ACCESS RAMP
25 CP501 PAVEMENT DETAILS
26 CP502 FIRESTATION RAMP TYPICAL SECTIONS
27 CP503 RIGID PAVEMENT JOINT DETAILS
28 CP504 RIGID PAVEMENT REINFORCING DETAILS
29 CP505 RIGID PAVEMENT JOINT SEALANT DETAILS
30 CU101 UTILITY SITE PLAN
31 CU201 SANITARY SEWER PROFILE
32 CU501 WATER SYSTEM DETAILS
33 CU502 WATER AND SANITARY DETAILS
34 CU503 OIL-WATER SEPERATOR DETAILS
35 CU504 OIL-WATER SEPERATOR DETAILS
36 CU505 OIL-WATER SEPERATOR DETAILS
37 LS101 LANDSCAPE PLAN AREA 101
38 LS501 LANDSCAPE DETAILS
39 ES001 ELECTRICAL/TELECOMMUNICATIONS LEGEND
40 ES002 ELECTRICAL SITE - NEW WORK SITE PLAN
41 ES501 ELECTRICAL SITE - LIGHTING SCHEDULE AND DETAILS
42 ES502 ELECTRICAL SITE - DETAILS AND POWER RISER
43 ES503 ELECTRICAL SITE - DETAILS
44 ES801 ELECTRICAL SITE - CATHODIC PROTECTION DETAILS
45 ES802 ELECTRICAL SITE - CATHODIC PROTECTION DETAILS
46 ES803 ELECTRICAL SITE - CATHODIC PROTECTION DETAILS
47 TS001 TELECOMMUNICATIONS - SITE PLAN
48 TS501 TELECOMMUNICATIONS - DUCT BANK DETAILS
49 TS502 TELECOMMUNICATIONS - CRASH LINE DETAILS
03 FIRE PUMP HOUSE
50 CF501 FIRE PUMP HOUSE - LAYOUT
51 SF-001 FIRE PUMP HOUSE - GENERAL NOTES
52 SF-101 FIRE PUMP HOUSE - FOUNDATION PLAN
53 SF-102 FIRE PUMP HOUSE - ROOF FRAMING PLAN
54 SF-501 FIRE PUMP HOUSE - TYPICAL STRUCTURAL DETAILS
55 SF-502 FIRE PUMP HOUSE - TYPICAL STRUCTURAL DETAILS
56 AF101 FIRE PUMP HOUSE - FLOOR PLANS FIRE
57 AF201 FIRE PUMP HOUSE - ELEVATIONS AND SECTION
58 AF301 FIRE PUMP HOUSE - SECTION DETAILS
59 AF603 FIRE PUMP HOUSE - DOOR SCHEDULE AND DETAILS
60 MF-101 FIRE PUMP HOUSE - MECHANICAL PLANS
61 MF-501 FIRE PUMP HOUSE - MECHANICAL DETAILS AND SCHEDULES
62 EF001 FIRE PUMP HOUSE - LEGEND AND ABBREVIATIONS
63 EF101 FIRE PUMP HOUSE - LIGHTING AND POWER PLAN
64 EF501 FIRE PUMP HOUSE - LIGHTING DETAILS
65 EF502 FIRE PUMP HOUSE - GROUNDING DETAILS
66 EF601 FIRE PUMP HOUSE - PANEL SCHEDULE AND POWER RISER
67 EF602 FIRE PUMP HOUSE - FIRE ALARM RISER DIAGRAM AND DETAIL
68 EF701 FIRE PUMP HOUSE - LIGHTNING PROTECTION
69 EF702 FIRE PUMP HOUSE - LIGHTNING PROTECTION
07 STRUCTURAL
70 S-001 STRUCTURAL NOTES
71 S-002 SCHEDULES/ABBREVIATIONS
72 S-003 WIND PRESSURES
73 S-101 FOUNDATION PLAN
74 S-102 SECOND FLOOR FRAMING PLAN
75 S-103 ROOF FRAMING PLAN
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A
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N
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S
PL
M
SUSP SUSPENDED
SW SIDEWALK
SYM SYMMETRICAL
T
T TREAD
TBD TO BE DETERMINED
TBS TO BE SELECTED
TD TRENCH DRAIN
TEL TELEPHONE
TEMP TEMPORARY
TFF TOP OF FINISH FLOOR
THK THICKNESS
TLT TOILET
TNG TRAINING
TO TOP OF
TOB TOP OF BEAM
TOC TOP OF CONCRETE
TOF TOP OF FOOTING
TOJ TOP OF JOIST
TOM TOP OF MASONRY
TOP TOP OF PARAPET
TOPO TOPOGRAPHY
TOS TOP OF STEEL (STRUCTURE)
TP TOWEL PIN
TRANS TRANSOM
TRTD TREATED
TS TUBE STEEL
TV TELEVISION
TYP TYPICAL
U
UL UNDERWRITERS LABORATORY
UNO UNLESS OTHERWISE NOTED
UTIL UTILITY
V
VERT VERTICAL
VTR VENT THROUGH ROOF
W
W WOMEN
W/ WITH
WC WHEEL CHAIR
WD WOOD
WNDW WINDOW
WP WATER PROOFING
WR WATER RESISTANT
WWM WELDED WIRE MESH
Y
YD YARD
PCT PERCENT
PEMB PRE-ENGINEERED METAL
BUILDING
PERF PERFORATED
PERM PERIMETER
PH PHASE
PL PROPERTY LINE OR PLATE
PLAM PLASTIC LAMINIATE
PLYWD PLYWOOD
PR PAIR
PRKG PARKING
PT PAINT OR PRESSURE TREATED
PWR POWER
Q
QTY QUANTITY
R
R RISER OR RADIUS
RBR RUBBER
RCM RECOMMENDATIONS
REC RECESSED
REC RECREATION
REF REFERENCE
REM REMOVE OR REMOVABLE
REP REPAIR
REPL REPLACE
REQ'D REQUIRED
RES RESILIENT
REV REVISION OR REVISED
RM ROOM
RO ROUGH OPENING
RV ROOF VENT
RVL REVEAL
S
SAB SOUND ATTENUATION BLANKET
SCH SCHEDULE
SDT WT STANDARD WEIGHT
SF SQUARE FOOT OR FEET
SGL SINGLE
SHT SHEET
SIM SIMILAR
SIS SUSTAINABLE INFORMATION
SIGN
SLNT SEALANT
SMK SMOKE
SPEC SPECIFICATION
SQ SQUARE
SS STAINLESS STEEL
STD STANDARD
STL STEEL
STOR STORAGE
STRUC STRUCTURAL
LF LINEAR FOOT OR FEET
LIB LIBRARY
LIN LINEAR
LOC LOCATION
LT LIGHT
LVR LOUVER
M
MAINT MAINTENANCE
MAT MATERIAL
MAX MAXIMUM
MD METAL DECK
MECH MECHANICAL
MEMB MEMBRANE
MFG MANUFACTURER
MID MIDDLE
MIN MINIMUM
MISC MISCELLANEOUS
MO MASONRY OPENING
MOD MODIFY OR MODEL
MR MOISTURE RESISTANT
MTD MOUNT OR MOUNTED
MTG MOUNTING
MTL METAL
N
N NORTH
NA NOT AVAILABLE
NIC NOT IN CONTRACT
NO NUMBER
NOM NOMINAL
NPT NATIONAL PIPE THREAD
NTS NOT TO SCALE
O
OA OVERALL
OC ON-CENTER
OCC OCCUPANT
OD OUTSIDE DIAMETER OR
OVERFLOW DRAIN
OFC OFFICE
OH OPPOSITE HAND
OPNG OPENING
OPP OPPOSITE
OPR OPERABLE
ORIG ORIGINAL
OWSJ OPEN WEB STEEL JOIST
P
P PLUMBING
PA PUBLIC ADDRESS
PAT PATTERN
PC PRECAST CONCRETE
FFE FINISH FLOOR ELEVATION
FG FINISH GRADE
FGL FIBERGLASS
FIN FINISH OR FINISHING
FLDG FOLDING
FLEX FLEXIBLE
FLMT FLUSH MOUNT
FLR FLOOR OR FLOORING
FR FIRE RESISTANT
FRMG FRAMING
FRP FIBER REINFORCED PLASTIC
FT FOOT OR FEET
FTG FOOTING
G
G NATURAL GAS
GA GAGE OR GAUGE
GALV GALVANIZED
GFCI GOVERNMENT FURNISHED
CONTRACTOR INSTALLED
GFGI GOVERNMENT FURNISHED
GOVERNMENT INSTALLED
GL GRID LINE
GPM GALLONS PER MINUTE
H
HB HOSE BIBB
HDPE HIGH DENSITY POLYETHYLENE
HDWR HARDWARE
HORIZ HORIZONTAL
HR HOUR
HT HEIGHT
HYD HYDRAULIC
I
IBC INTERNATIONAL BUILDING CODE
ID INSIDE DIAMETER
ILO IN LIEU OF
IN INCH OR INCHES
INSUL INSULATION
INT INTERIOR
J
JAN JANITOR
JT JOINT
K
KPD KEYPAD
L
LAV LAVATORY
LBR LUMBER
LBS POUNDS
LDG LANDING
CLR CLEAR OR COLOR
CMU CONCRETE MASONARY UNIT
COL COLUMN
COMM COMMUNICATIONS
COMP COMPUTER OR COMPENSATION
CONC CONCRETE
CONF CONFERENCE
CONT CONTINUOUS OR CONTINUE
COORD COORDINATE
COR CONTRACTING OFFICER'S REP
CPC CAST-IN-PLACE CONCRETE
CTR CENTER
CU CUBIC
D
D DEPTH
DBL DOUBLE
DECON DECONTAIMITION
DEMO DEMOLITION
DEPT DEPARTMENT
DET DETAIL
DIA DIAMETER
DIM DIMENSION
DIR DIRECTION
DIST DISTANCE
DN DOWN
DOC DOCUMENT
DR DOOR
DWG DRAWING
E
EA EACH
EF EACH FACE
EJ EXPANSION JOINT
EL ELEVATION
ELEC ELECTRIC OR ELECTRICAL
ENTR ENTRANCE
EQ EQUAL
EQUIP EQUIPMENT
ES EACH SIDE
EXIST EXISTING
EXP EXPOSED
EXT EXTERIOR
F
FA FIRE ALARM
FCO FLOOR CLEANOUT
FD FLOOR DRAIN
FDN FOUNDATION
FE FIRE EXTINGUISHER
FEB FIRE EXTINGUISHER BRACKET
FEC FIRE EXTINGUISHER CABINET
FED FEDERAL
FF FINISH FLOOR
A
A/E ARCHITECT/ENGINEER
AB ABOVE -OR- ANCHOR BOLT
AC AIR-CONDITIONING
ACC ACCESSIBLE
ACS ACCESS CONTROL SYSTEM
ACU AIR-CONDITIONING UNIT
ADA AMERICANS WITH DISABILITIES
ACT
ADJ ADJACENT
ADMIN ADMINISTRATION
AFF ABOVE FINISH FLOOR
AFG ABOVE FINISH GRADE
AFS ABOVE FINISH SLAB
AGGR AGGREGATE
AHU AIR HANDLING UNIT
ALT ALTERNATE
ALUM ALUMINUM
ANOD ANODIZE
APPROX APPROXIMATELY
AR AS REQUIRED
ARCH ARCHITECT
ASC ABOVE SUSPENDED CEILING
ASSY ASSEMBLY
ATFP ANTI-TERRORISM/FORCE
PROTECTION
B
BD BOARD
BDRY BOUNDARY
BFF BELOW FINISH FLOOR
BLDG BUILDING
BOS BOTTOM OF STEEL
BOT BOTTOM
BRKT BRACKET
BTWN BETWEEN
C
CAV CAVITY
CBU CEMENTITIOUS BACKER UNIT
CD CONSTRUCTION DOCUMENTS
CDR CARD READER
CF CONTRACTOR FURNISHED
CFCI CONTRACTOR FURNISHED
CONTRACTOR INSTALLED
CFE CONTRACTOR FURNISHED
EQUIPMENT
CH CHANNEL
CI CAST IRON
CIP CAST-IN PLACE
CJ CONTROL JOINT
CL CENTER LINE
CLG CEILING
CLL COLUMN LINE
GENERAL ABBREVIATIONS
4. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, EXISTING
UTILITIES, FIXTURES AND CONDITIONS AT THE SITE. CONFLICTS
BETWEEN THE DRAWINGS AND ACTUAL SITE CONDITIONS SHALL
BE BROUGHT TO THE ATTENTION OF THE CONTRACTING OFFICER
BEFORE PROCEEDING WITH THE WORK.
1. THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND
METHODS OF CONSTRUCTION AND ALL JOB RELATED SAFETY
STANDARDS.
2. THE CONTRACTOR IS RESPONSIBLE FOR ADVANCED REVIEW OF
THE WORK REQUIRED IN THE CONSTRUCTION DOCUMENTS AND
THE REQUIREMENTS FOR EXECUTING IT PROPERLY. IF THE
CONTRACTOR FINDS DISCREPANCIES IN THE CONSTRUCTION
DOCUMENTS OR SPECIFICATION, THEN THE CONTRACTOR SHALL
NOTIFY THE CONTRACTING OFFICER IMMEDIATELY. THE
CONTRACTOR SHALL WORK TO HAVE ALL DISCREPANCIES
RESOLVED WELL IN ADVANCE OF ACTUAL CONSTRUCTION
OCCURRING.
3. IN CASE OF DISCREPANCIES BETWEEN THE CONSTRUCTION
DOCUMENTS, REFERENCED STANDARDS AND THE GOVERNING
CODES, THE CONTRACTING OFFICER WILL DETERMINE WHICH
SHALL GOVERN. DISCREPANCIES SHALL BE BROUGHT TO THE
ATTENTION OF THE CONTRACTING OFFICER BEFORE
PROCEEDING WITH THE WORK.
GENERAL NOTES:
M
AR
K D
ES
C
R
IP
TI
O
N D
AT
E
AP
PR
E
M
B
A
R
R
A
C
K
S
A
R
N
O
U
S
S
T
O
P
P
R
L
P
J M
B
J M
B
J L L
N
N
SCALE:
0400' 800'400
1"=400'
1 2 3 4 5
D
C
B
A
D R
A W
N
B
Y
D E
S I G
N
B
Y
S B
T
Y
S I Z
E
F I L
M
E
D A
T E
C O
N T
R A
C
S O
L I C
I T
A T
I O
N
N
O
U S
R M
Y
C
O R
P
F
E
N G
I N
E E
R S
M A
R K
D E
S C
R I P
T I O
N D
A T
E A
P P
R
C K
D
B
Y
SEATTLE DISTRICT
US ARMY CORPS OF
ENGINEERS ®
X
S E
A T
T
D
I S
T R
I C
T
S E
A T
T
W
S
H I N
G T
O N
F I
M
B E
R
P L O
T
S
C A
L E
P L O
T
D
A T
E
T S
A N
G
PROJECT
SITE
1 2 3 4 5
C
B
A
D R
A W
N
B
Y
D E
S I G
N
B
Y
S B
S I Z
E
F I
M
E
D A
T E
C O
N T
R A
S O
L I C
I T
A T
I O
N
N
O
M
Y
C
O R
E
N G
I N
E E
R S
M A
R K
D E
S C
R I P
T I O
N D
A T
E A
P P
R
C K
D
B
Y
SEATTLE DISTRICT
US ARMY CORPS OF
ENGINEERS ®
S E
A T
T
S
T R
I C
T
S E
A T
T
S
H I N
G T
O N
F I
M
B E
R
P L O
T
S
C A
L E
P L O
T
D
A T
E
T S
A N
G
A
B
C
D
E
F
G
H
I
J
K
O
N
L
P
M
Q
R
S
T
U
W
X
G
G.C.O.
G.V.
GA
GAL
GALV
GD
GEN
GI
GL
GOVT.
GPM
GR
GRND
GRTG
GRVL
GV
GWB
GWT
GYP
GAS
GROUND CLEANOUT
GATE VALVE
GAUGE
GALLON
GALVANIZED
GARBAGE DISPOSER
GENERAL
GALVANIZED IRON
GLASS
GOVERNMENT
GALLONS PER MINUTES
GRADE
GROUND
GRATING
GRAVEL
GAS VALVE
GYPSUM WALLBOARD
GLAZED WALL TILE
GYPSUM
HPW
HR
HSB
HSGYP
HT
HTG
HTR
HW
HWH
HWR
HWRR
HWS
HYD
I OR FE
I.D.
I.P.
IAW
IBC
IC
IE
IES
IESCR
IN
INSUL.
INT
INV
IRH
IS
IRON
INSIDE DIAMETER
IRON PIPE
IN ACCORDANCE WITH
INTERNATIONAL BUILDING CODE
INTERCOM
INVERT ELEVATION
ILLUMINATING ENG. SOCIETY
INTERUPTING ELECTRICAL
SHORT CIRCUIT RATING
INCH
INSULATION
INTERIOR
INVERT
INFRA-RED HEATER
INDUSTRIAL SEWER
JB
JBLM
JC
JCT
JST
JT
K
KIT
KL
KP
KSF
KSI
KV
KVA
KVAR
KW
KWH
JUNCTION BOX
JOINT BASE LEWIS MCCHORD
JANITOR CLOSET
JUNCTION
JOIST
JOINT
KEY
KITCHEN
KEY LOCK
KICK PLATE
KIPS/SQUARE FOOT
KIPS/SQUARE INCH
KILOVOLTS
KILOVOLT AMPERES
KILOVOLT AMPERES REACTIVE
KILOWATTS
KILOWATT HOUR METER
OA
OB WG
OBGL
OBSC
OC
OD
OFF.
OH
OPNG
OPP
OPP. HD.
OPS
OSP
OVSCP
OWS
OUTSIDE AIR
OBSCURE WIRE GLASS
OBSCURE GLASS
OBSCURE
ON CENTERS
OUTSIDE DIMENSION
OFFICE
OVERHEAD
OPENING
OPPOSITE
OPPOSITE HAND
OPERATIONS
OUTSIDE PLANT CABLE
OVERFLOW SCUPPER
OIL WATER SEPARATOR
L
LAU
LAV
LBR
LBS
LD
LDG
L.E.F.E.
LG
LIN
LIS
LNDG
LNTL
LONG
LP
LPS
LT
LT. WT.
LTG
LUMEN
LAUNDRY
LAVATORY
LUMBER
POUND
LOAD
LOADING
LOW EMITTING AND FUEL EFFICIENT
LENGTH
LINEAR
LAWN IRRIGATION SYSTEM
LANDING
LINTEL
LONGITUDINAL
LOW POINT
LIGHT PROOF SHADE
LIGHT
LIGHT WEIGHT
LIGHTING
POLE
PLASTIC LAMINATE
PRESTRESSED
PUBLIC ADDRESS
PANIC BOLT
PUSH BUTTON STATION
PIECE
PAVEMENT DRAIN
PERFORATED
PHASE
POINT OF INTERSECTION
POST INDICATOR VALVE
POWER LINE
PLATE
PLASTER
PLATFORM
PLUMBING
PILING
PLYWOOD
PANEL
PANEL BOARD
POLISH
PORCELAIN
POINT OF BEGINNING
POWER POLE
PAIR
PREFABRICATED
PROJECTION
PROPOSED
PARAPET
PRESSURE REGULATING VALVE
POUNDS/SQUARE FOOT
POUNDS/SQUARE INCH
POINT
PAINTED
PARTITION
QUART
QUARTERS
MANUFACTURING
MANUFACTURE
MOTOR GENERATOR
MANHOLE
MAHOGANY
MINIMUM
MATCH LINE
MOULDING
MASONRY OPENING
MONUMENT
MONOLITHIC
MOTOR
MASTIC
METAL THRESHOLD
MOUNTED
MOUNTAIN
MASONRY UNIT
MONITORING WELL
NORTH
NATIONAL ELECTRICAL CODE
NATIONAL ELECTRICAL
MANUFACTURERS' ASSOCATION
NATIONAL FIRE PROTECTION ASS.
NOT IN CONTRACT
NUMBER
MFG
MFR
MG
MH
MHGY
MIN
ML
MLDG
MO
MON
MONO
MOT
MSTC
MT
MTD
MTN
MU
MW
N
NEC
NEMA
NFPA
NIC
NO.
THOUSAND
MATCHED & BEADED
MACHINE
MASONRY
MATERIAL
MAXIMUM
MASONARY CONTROL JOINT
THOUSAND CIRCULAR MILLS
MATCH EXISTING
MECHANICAL
METAL
M
M & B
MACH
MAS
MAT
MAX
MCJ
MCM
ME
MECH
MET.
V
U.S.
UC
UG
UGE
UH
UIP
UL
UNEX
UNFIN
UNO
UR
UT
UV
V
VB
VC
VCP
VCT
VENT
VERT
VFDU
VOL
VS
VTR
UNITED STATES
UNIT COOLER
UNDERGROUND
UNDERGROUND ELECTRIC
UNIT HEATER
USE IN PLACE
UNDERWRITERS' LABORATORIES
UNEXCAVATED
UNFINISHED
UNLESS NOTED OTHERWISE
URINAL
UTILITY
UNIT VENTILATOR
VOLT
VINYL BASE
VINYL-WALL COVERING
VITRIFIED CLAY PIPE
VINYL COMPOSITION TILE
VENTILATION or VENTILATOR
VERTICAL
VARIABLE FREQUENCY
DRIVE UNIT
VOLUME
VENT STACK
VENT THRU ROOF
Y
T
T.O.
TA
TAB
TAN.
TAP
TBD
TBR&R
TD
TEL
TEMP
TER
TERM
TGL
TH
THERMO
THK
TOC
TOIL.
TOPO
TOS
TP
TTB
TV
TYP
TREAD
TOP OF
TRAINING AREA
TOP AND BOTTOM
TANGENT
WATTAGE TAP
TACK BOARD
TO BE REMOVED AND REPLACED
TRANSFER DUCT
TELEPHONE
TEMPERATURE
TERRAZZO
TERMINAL
TOGGLE
THRESHOLD
THERMOSTAT
THICK
TOP OF CONCRETE
TOILET
TOPOGRAPHY
TOP OF STEEL
TEST PIT
TELE TERMINAL BOARD
TELEVISION
TYPICAL
B & B
B.M.
BATT
BD
BDY
BIT
BL
BLDG
BLDG. DIR
BLK
BLKG
BM
BOC
BOF
BOS
BOT
BRCG
BRDG
BRG
BRKT
B.S.M.
BTU
BTUH
BALL AND BURLAP
BENCH MARK
BATTEN INSULATION
BOARD
BOUNDARY
BITUMINOUS
BUILDING LINE
BUILDING
BUILDING DIRECTORY
BLOCK
BLOCKING
BEAM
BACK OF CURB
BOTTOM OF FOOTING
BOTTOM OF STEEL
BOTTOM
BRACING
BRIDGING
BEARING
BRACKET
BIORETENTION SOIL MIX
BRITISH THERMAL UNIT
BTU PER HOUR
P
P. LAM.
P/S
PA
PAN. B
PBS
PC
PD
PERF
PH or 0
PI
PIV
PL
} or P
PLAS
PLATF
PLBG
PLG
PLY WD
PNL
PNL BD
POL
PORC
POB
PP
PR
PREFAB
PROJ
PROP
PRPT
PRV
PSF
PSI
PT
PTD
PTN
QT
QTERS
S
S.D.
S.ST.
S/W
SA
SAF
SB
SCHD
SCP
SCR
SCUT
SD
SDMH
SECT
SECY
SEQ
SFU
SHT
SHTHG
SIM
SL
SP
SPDT
SPEC
SPF
SPH
SPKR
SPL
SQ
SQUAD
SR
SS
SSMH
SSMR
ST
STA
STD
STF
STGR
STL
STN
STOR
STR
STWY
SU
SUB FL
SUSP
SW
SWBD
SYMM
A/C
AB
ABA
ABT
AC
ACSR
ACST
AD
AFF
AFFF
AFG
AGG
AHU
AI
AIC
AL
ALT
AMP
AP
APPD
APPROX
ARCH
ASPH
ASWG
ATC
AUTO
AVE
AVG
AT
AMPS INTERRUPTING
CAPACITY (SYM RMS)
ANCHOR BOLT
ARCHITECTURAL BARRIERS ACT
ABOUT
ALTERNATING CURRENT
ALUMINUM CONDUCTOR
STEEL REINFORCED
ACOUSTIC
ACCESS DOOR OR
AREA DRAIN
ABOVE FINISH FLOOR
AQUEOUS FILM-FORMING FOAM
ABOVE FINISH GRADE
AGGREGATE
AIR HANDLING UNIT
AREA INLET
AMPS INTERRUPTING
CAPACITY (SYM RMS)
ALUMINUM
ALTERNATE
AMPERE
ACCESS PANEL
APPROVED
APPROXIMATE
ARCHITECTURAL
ASPHALT
AMERICAN WIRE GAUGE
ACOUSTICAL TILE CEILING
AUTOMATIC
AVENUE
AVERAGE
d
D
D&M
D or DBL
D.C.J.
D.I.
DA
DB
DC
DCJT
DCL
DCW
DEG
DEPR
DEPT
DF
DH
DHWR
DHWS
DIA or ~
DIAG
DIAPH
DIM
DIST
DN
DO
DOIM
DOM
DOT
DP
DR
DS
DTL
DWD
DWG
DWLS
PENNY (as in nail-10d)
DATUM OR DRYER
DRESSED & MATCHED
DOUBLE
DOWELED CONTROL JOINT
DUCTILE IRON
DOUBLE ACTING
DRY BULB
DIRECT CURRENT
DUMMY CONTROL JOINT
DOOR CLOSER
DOMESTIC COLD WATER
DEGREE
DEPRESSION
DEPARTMENT
DRINKING FOUNTAIN
DOUBLE HUNG
DOMESTIC HOT WATER
RETURN
DOMESTIC HOT WATER
SUPPLY
DIAMETER
DIAGONAL
DIAPHRAGM
DIMENSION
DISTRIBUTION
DOWN
DOOR OPENING
DIVISION OF INFORMATION
MANAGEMENT
DOOR OPERATOR MOTOR
DEPT OF TRANSPORTATION
DAMPPROOFING
DRAIN
DOWN SPOUT
DETAIL
DRINKING WATER DISPENSER
DRAWING
DOWELS
EA
EF
EOC
E.W.C.
EACH
EXHAUST FAN
EDGE OF CURB
ELECTRIC WATER COOLER
EL
ELEC
EM
ENCL
ENG.
ENT
EOC
EP
EQ
EQUIP
ER
EST
EW
E.W.C.
EXC
EXIST
EXP
EXPN
EXT
ELEVATION (GRADE or BLDG)
ELECTRICAL OR ELECTRIC
EMERGENCY
ENCLOSURE
ENGINEERING
ENTRANCE
EDGE OF CURB
EDGE OF PAVEMENT
EQUAL
EQUIPMENT
EXHAUST REGISTER
ESTIMATE
EACH WAY
ELECTRIC WATER COOLER
EXCAVATE
EXISTING
EXPOSED
EXPANSION
EXTERIOR
FAHRENHEIT
FEET PER MINUTE
FAR SIDE OR FULL SIZE
FRESH AIR
FAN COIL UNIT
FOOT CANDLE
FACING
FLOOR DRAIN OR FIRE DAMPER
FOUNDATION
FIRE EXTINGUISHER CABINET
FINISH FLOOR ELEVATION
FLUSH FLR. CLEAN OUT
FIRE HYDRANT
FIRE HOSE CABINET
FIGURE
FINISH
FIXTURE
FLOOR
FLASHING
FLOORING
FLUORESCENT
FIBER OPTIC CABLE
FIRE PROTECTION
FIRE PROOF
FRAME OR FIRE RATED
FEET OR FINNED TUBE
FOOTING
FURRING
F
F.P.M.
F.S.
FA
FCU
FC
FCG
FD
FDN
FEC
FFE
FFCO
FH
FHC
FIG
FIN.
FIX.
FL
FLASH.
FLG
FLUOR
FOC
FP
FPRF
FR
FT
FTG
FURR'G
H.PT.
H.S.
HB
HDW
HDR
HTR
HEP
HM
HMA
HP
R
R.D.
R.S.
RA
RAD or R
RB
RC
RC
RCB
RCP
RCVR
RD
RD OR ~
RECP
RECR
REF or RE:
REFR
REG
REINF
REM
REQ'D
REV
RGE
RGH
RM
RMC
ROW
RUB
RISER
ROOF DRAIN
ROOF SCUTTLE
RETURN AIR
RADIUS
RUBBER BASE
RADIATOR CONVECTOR
REMOTE CONTROL
REINFORCED CONCRETE BOX
REINFORCED CONCRETE PIPE
RECEIVER
ROAD
ROUND
RECEPTACLE
RECREATION
REFERENCE
REFRIGERATOR
REGISTER OR REGULAR
REINFORCEMENT
REMOVABLE
REQUIRED
REVISIONS
RANGE
ROUGH
ROOM
RIGID METAL CONDUIT
RIGHT OF WAY
RUBBER
SOUTH
SUPPLY DIFFUSER
STAINLESS STEEL
SIDEWALK
SUPPLY AIR
SUPPLY AIR FAN
SPLASH BLOCK
SCHEDULE
SCUPPER
SCREW
SCUTTLE
STORM DRAIN
STORM DRAIN MANHOLE
SECTION
SECRETARY
SEQUENCE
STRUCTURAL FACING UNIT
SHEET
SHEATHING
SIMILAR
SEISMIC SURVEY
SPACING
SINGLE POLE DBL THROW
SPECIFICATIONS
SOUNDPROOF
SPACE HEATER
SPEAKER
SPECIAL
SQUARE
SQUADRON
SUPPLY REGISTER
SANITARY SEWER
SANITARY SEWER MANHOLE
STRUCTURAL STANDING
SEAM METAL ROOF PANELS
STRAND
STATION
STANDARD
STIFFENER
STRINGER
STEEL
STONE
STORAGE
STRUCTURAL
STAIRWAY
SPARE UNIT
SUB FLOOR
SUSPENDED
SWITCH
SWITCHBOARD
SYMMETRICAL
W
W.E.
W.I.
W/
W/O
WB
WC
WD
WF
WH
WHM
WKS
WL
WP
WPF
WPFG
WRB
WS
WSA
WSDOT
WT
WV
WWF
XFMR
Y.D.
YD
WEST
WATER ELEVATION
WROUGHT IRON
WITH
WITHOUT
WET BULB
WATER CLOSET
WOOD
WIDE FLANGE
WALL HYDRANT
WATT HOUR METER
WORK SHOP
WATER LINE
WEATHER PROOF
WATER PROOF
WATER PROOFING
WARDROBE
WASTE STACK
OR WEATHER STRIPPING
WEAPON STORAGE AREA
WASHINGTON STATE DOT
WEIGHT
WATER VALVE
WELDED WIRE FABRIC
TRANSFORMER
YARD DRAIN
YARD
HIGH POINT
HIGH STRENGTH
HOSE BIBB
HARDWARE
HEADER
HEATER
HORIZONTAL ELLIPTICAL PIPE
HOLLOW METAL
HOT MIX ASPHALT
HORSE POWER
HIGH PRESSURE WASHER
HOUR
HIGH STRENGTH BOLT
HIGH-STRENGTH GYPSUM
PLASTER
HEIGHT
HEATING
HEATER
HOT WATER
HOT WATER HEATER
HOT WATER RETURN
HOT WATER RETURN
HOT WATER SUPPLY
HYDRAULIC
CMT
CMU
CNTR
CO
COL
COM
COMB
COMB.
COMM
COMP
COMPF
CONC
CONSTR
CONT.
COR
COV
CP
CPL
CPS or
CRES
CRG
CRS
CSK
CSO
CT
CTR
CTRL
CTU
CU
CU YD
CUH
CV
CW
CWR
CWRR
CWS
CYL
CERAMIC MOSAIC TILE
CONCRETE MASONRY UNITS
COUNTER
CLEANOUT
COLUMN
COMMON
COMBINATION
COMBUSTION
COMMUNICATIONS
COMPRESSIBLE
COMPOSITION FLOORING
CONCRETE
CONSTRUCTION
CONTINUOUS
CONTRACTING OFFICER'S
REPRESENTATIVE
COVERED
REINFORCED CONCRETE PIPE
CEMENT PLASTER
CYCLES PER SECOND
CORROSIVE RESISTANT STEEL
CARRIAGE
COURSE
COUNTERSUNK
COMBINATION SEWER OUTFLOW
CIRCUIT
CENTER
CONTROL
CERAMIC TILE UNGLAZED
CONDENSING UNIT
CUBIC YARDS
CABINET UNIT HEATER
CEILING VENT
COLD WATER
CHILLED WATER RETURN
CHILLED WATER REVERSE
RETURN
CHILLED WATER SUPPLY
CYLINDER
CENTER LINE
CENTER TO CENTER
CURB & GUTTER
CONDUIT (for raceway)
CAST IRON
CORPS OF ENGINEERS
CONTRACTING OFFICER
REPRESENTATIVE
CABINET
CAPACITY
CATCH BASIN
CLOSED CELL SPRAY FOAM INSUL.
COVER ELEVATION
CEMENT
CUBIC FEET PER MINUTE
CORNER GUARD
CURB INLET
CIRCULAR
CONTROL JOINT
CHECKED
CIRCUIT
CIRCUIT BREAKER
CHAIN LINK FENCE
CEILING
CAULKING
COLUMN
CLOSED
CORRUGATED METAL PIPE
{ or CL
C TO C
C&G
C. or CND
C.I.
C.O.E
C.O.R
CAB
CAP
CB
cc:SPF
CE
CEM
CFM
CG
CI
CIR
CJ
CKD
CKT
CKT BKR
CLF
CLG
CLKG
CLO
CLOS
CMP 5
HANDICAP RAMP
CURB AND GUTTER
BOLLARD
HANDICAP SYMBOL PAVEMENT MARKING
HANDICAP RAMP
CONCRETE SIDEWALK
10"WL
DOWNSPOUT
A4
STORM SEWER STRUCTURE IDENTIFICATION
FINISH GRADE SPOT ELEVATION
TOP OF PAVEMENT FINISH GRADE SPOT ELEVATION
TOP OF CONCRETE FINISH GRADE SPOT ELEVATION
FINISH GRADE TOPOGRAPHICAL CONTOUR
STORM SEWER HEADWALL
STORM SEWER CATCH BASIN
STORM SEWER PIPING
1 2 3 4 5
D
C
B
A
D R
A W
N
B
Y
D E
S I G
N
B
Y
S B
S I Z
E
F I
M
E
D A
T E
C O
N T
R A
S O
L I C
I T
A T
I O
N
N
O
M
Y
C
O R
E
N G
I N
E E
R S
M A
R K
D E
S C
R I P
T I O
N D
A T
E A
P P
R
C K
D
B
Y
SEATTLE DISTRICT
US ARMY CORPS OF
ENGINEERS ®
S E
A T
T
S
T R
I C
T
S E
A T
T
S
H I N
G T
O N
F I
M
B E
R
P L O
T
S
C A
L E
P L O
T
D
A T
E
T S
A N
G
UTILITY CONTACTS:
COMPANY UTILITY PHONE
CALL-BEFORE-YOU-DIG ONE CALL (800) 424-5555
PUGET SOUND ENERGY NATURAL GAS (425) 392-6412
POWER
CENTURY LINK PHONE (253) 833-2343
FERREL GAS PROPANE/AIR (253) 261-2053 (POC: PAUL WAGNER)
JBLM DWP WATER (253) 966-1747
SANITARY SEWER
STORMWATER
NETWORK ENTERPRISE CENTER COMMUNICATION (253) 967-3870
HEAVY DUTY PC CONCRETE PAVEMENT
WATER QUALITY TREATMENT AREA
GENERAL NOTES:
1. THE LEGENDS SHOWN HEREON ARE COMPOSED OF STANDARD SYMBOLS
AND ARE PERTINENT TO THE CONDITIONS ON THIS SET OF DRAWINGS. NOT
ALL SYMBOLS, TABLES AND NOTES MAY APPLY.
2. ADDITIONAL LEGENDS AND/OR OTHER LEGEND SHEETS MAY APPEAR
WITHIN THE PROJECT DRAWING PACKAGE TO INDICATE SPECIFIC
CONDITIONS IN LIEU OF THE SYMBOLS SHOWN ON THIS SHEET.
3. CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD BEFORE
STARTING WORK AND SHALL IMMEDIATELY NOTIFY THE CONTRACTING
OFFICER REPRESENTATIVE OF ANY DISCREPANCIES WITH RESPECT TO THE
PLANS.
4. BEFORE EXCAVATION OR TRENCHING, CONTRACTOR SHALL SUBMIT A
UTILITY LOCATE REQUEST (CALL BEFORE YOU DIG) THROUGH THE STATE OF
WASHINGTON UTILITY NOTIFICATION CENTER IN ACCORDANCE WITH STATE
OF WASHINGTON LAW CHAPTER 19.122 RCW - UNDERGROUND UTILITIES. NO
EXCAVATION SHALL MAY BEGIN UNTIL THE TIME STATED ON THE LOCATE
TICKET. THE ONE-CALL PHONE NUMBER FOR UTILITY LOCATES IS:
1-800-424-5555. ADDITIONALLY, THE CONTRACTOR MUST SUBMIT A UTILITY
LOCATE REQUEST AND APPLY FOR A DIG PERMIT WITH JBLM DEPARTMENT
OF PUBLIC WORKS PRIOR TO PERFORMING ANY EXCAVATION.
5. ANY DAMAGE TO EXISTING SUBSURFACE OR SURFACE FACILITIES SHALL
BE REPAIRED BY THE CONTRACTOR AT NO COST TO THE GOVERNMENT.
6. THE HORIZONTAL AND VERTICAL LOCATIONS OF EXISTING UTILITIES AND
SUBSURFACE INFRASTRUCTURE ARE APPROXIMATE. THE CONTRACTOR
SHALL VERIFY THE EXACT LOCATION OF ALL UTILITIES AND INFRASTRUCTURE
PRIOR TO EXCAVATION AND AVOID DAMAGE. THE CONTRACTOR IS
RESPONSIBLE FOR PROTECTING AND PRESERVING THE INTEGRITY OF
EXISTING SITE UTILITIES DURING CONSTRUCTION.
7. SITE ACCESS DURING CONSTRUCTION SHALL BE LIMITED TO STABILIZED
CONSTRUCTION ENTRANCES.
8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FULL RESTORATION OF
ALL EXISTING FEATURES DISTURBED DURING CONSTRUCTION TO THEIR
ORIGINAL CONDITION, UNLESS OTHERWISE INDICATED BY THE
CONSTRUCTION DOCUMENTS.
9. ALL AREAS DISTURBED DUE TO CONTRACTOR ACTIVITIES SHALL BE
RESTORED TO GRASS UNLESS INDICATED OTHERWISE. AREAS IMPACTED
DUE TO REGRADING AND STAGING ARE INCLUDED AS WELL. REFER TO
SPECIFICATION 32 92 19 SEEDING.
10. PHYSICAL SECURITY TO THE CONSTRUCTION AREA SHALL BE MAINTAINED
TO THE ORIGINAL LEVEL AT ALL TIMES. NO SECURITY FENCE SHALL BE
REMOVED UNTIL NEW REQUIRED SECURITY FENCE IS INSTALLED.
11. LOCAL TRAFFIC CONTROLS. THE CONTRACTOR SHALL PREPARE
PLANS FOR CONTROLLING LOCAL TRAFFIC THAT MAY BE AFFECTED BY THIS
PROJECT. THE TRAFFIC CONTROL PLAN SHALL BE PREPARED IN
ACCORDANCE WITH THE LATEST EDITION OF THE MANUAL OF UNIFORM
TRAFFIC CONTROL DEVICES, PREPARED BY THE FEDERAL HIGHWAY
ADMINISTRATION AND SUBMITTED FOR REVIEW AND APPROVAL BY THE COR.
THE PLAN SHALL BE SUBMITTED AT LEAST 30 DAYS PRIOR TO THE
COMMENCING WORK. THE PLAN SHALL INCLUDE ALL NECESSARY MARKINGS,
SIGNAGE, AND OTHER DEVICES.
12. AREAS CLEARED AND GRUBBED OR OTHERWISE DISTURBED BUT WHICH
ARE NOT IDENTIFIED ON THE PLANS TO BE GRADED TO ACHIEVE NEW FINISH
GRADES SHALL BE GRADED TO ESTABLISH A SMOOTH SURFACE MATCHING
EXISTING CONTOURS AND STABILIZED PER PROJECT SPECIFICATIONS.
13. THE PROJECT'S LIMITS OF CONSTRUCTION AS DEFINED ON THE
PROJECT'S CONSTRUCTION DOCUMENTS MAY NOT INCLUDE THE
CONTRACTOR'S HAUL ROUTE, LAYDOWN/STAGING AREAS, AND SIMILAR
CONSTRUCTION SUPPORT AREAS. THESE AREAS SHALL BE RETURNED TO
PRE-CONSTRUCTION CONDITIONS AT THE COMPLETION OF CONSTRUCTION.
ALL SUCH AREAS SHALL BE APPROVED BY THE C.O.R. PRIOR TO
CONSTRUCTION.
14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DESIGN,
IMPLEMENTATION, AND MAINTENANCE OF EROSION PREVENTION AND
SEDIMENT CONTROL BEST MANAGEMENT PRACTICES. THE CONTRACTOR
SHALL ALSO BE RESPONSIBLE FOR APPLYING FOR AND OBTAINING
COVERAGE UNDER THE STORM WATER NPDES PERMIT AND SHALL BE
RESPONSIBLE FOR PERMIT COMPLIANCE. REFER TO SPECIFICATION 01 57 23.
15. CONTRACTOR SHALL OBTAIN APPROVAL FROM JBLM DPW
ENVIRONMENTAL FOR ALL CONSTRUCTION ACTIVITIES OCCURING OUTSIDE
OF THE EA BOUNDARY.
SITE LAYOUT NOTES:
1. CURB RADII ARE MEASURED TO FACE OF CURB.
2. CURB RADII ARE 5' UNLESS NOTED OTHERWISE.
3. DIMENSIONING TO CURB AND GUTTER ARE MEASURED TO FACE OF CURB.
4. COORDINATES TO CURB AND GUTTER ARE TO FACE OF CURB.
CHAIN-LINK SECURITY FENCE
CONCRETE SIDEWALK AND NON-VEHICLE
TRAFFIC CONCRETE
A
T
P
A
P09040
E
R
R
A
C
K
S
A
R
U
S
S
T
O
P
B
U
S
S
T
O
P
BUS
STOP
BUS STOP
P
R
L
P
P
R
L
P
P
R
L
P
B
U
S
S
T
O
P
A
R
M
S
R
A
N
G
E
S
S
M
A
M
S
I
M
P
A
E
A
PONTOON BRIDGE
TRAINING SITE
CONFIDENCE
COURSE
P
A
R
A
D
E
G
R
O
U
N
D
S M
A
L
L
TAC. FIRE
TRAINING
HAUL ROUTE
J M
B
J M
B
J L L
N
SCALE:
1000' 2000'10000
1"=1000'
LOGISTICS GATE
PROJECT ENTRANCE
EXIT 123
PROJECT SITE
E
A
N
C
O
I
V
E
B N
I L R
O
A D
L
I
N
C
O
I
V
E
R
A
I
N
I
V
E
F
I
L
L
M
O
V
J
A
C
K
S
E
N
U
E
T
H
D
I V
I S
I O
N
D
R
V
I
S
I
GRAY AAF
MAIN GATE
(EXIT 120)
P
E
R
I
M
E
T
I
N
T
E
R
S
T
A
N
T
E
R
S
T
A
FORT LEWIS
(MAIN POST)
NORTH
FORT LEWIS
S
T
R
Y
K
A
I
R
P
O
Y
T
R
A
N
S
M
I S
S
I
A
D
H
I L
L
S
I
PENDLETON AV
N
E
V
A
B
N
I
L
R
O
A
D
I
N
T
E
R
S
T
A
T
H
A
V
N
O
R
H
S
O
U
R
A
I
N
I
S
T
H
1 2 3 4 5
D
C
B
A
D R
A W
N
B
Y
D E
S I G
N
B
Y
S B
S I Z
E
F I
M
E
D A
T E
C O
N T
R A
S O
L I C
I T
A T
I O
N
N
O
M
Y
C
O R
E
N G
I N
E E
R S
M A
R K
D E
S C
R I P
T I O
N D
A T
E A
P P
R
C K
D
B
Y
SEATTLE DISTRICT
US ARMY CORPS OF
ENGINEERS ®
S E
A T
T
S
T R
I C
T
S E
A T
T
S
H I N
G T
O N
F I
M
B E
R
P L O
T
S
C A
L E
P L O
T
D
A T
E
T S
A N
G
SCALE:
100' 200'1000
1"=100'
1 2 3 4 5
D
C
B
A
D R
A W
N
B
Y
D E
S I G
N
B
Y
S B
S I Z
E
F I
M
E
D A
T E
C O
N T
R A
S O
L I C
I T
A T
I O
N
N
O
M
Y
C
O R
E
N G
I N
E E
R S
M A
R K
D E
S C
R I P
T I O
N D
A T
E A
P P
R
C K
D
B
Y
SEATTLE DISTRICT
US ARMY CORPS OF
ENGINEERS ®
S E
A T
T
S
T R
I C
T
S E
A T
T
S
H I N
G T
O N
F I
M
B E
R
P L O
T
S
C A
L E
P L O
T
D
A T
E
T S
A N
G
A
I
R
P
O
Y
E X
I S
T I N
G
T
A X
I W
A Y
R
E
E
T
R
E
E
T
S
T
R
Y
K
EA BOUNDARY
U
N
D
A
R
Y
EA BOUNDARY
A I R
P O
Y
NOTES:
1. SEE SHEET C-003 FOR LEGEND AND GENERAL
NOTES.
2. EXISTING CONDITION FEATURES SHOWN
HEREON INCLUDE NEW CONSTRUCTION TO BE
PERFORMED UNDER THE SCOPE OF THE FY14
AVIATION UNIT COMPLEX (PN76776) RSU AND
SITE WORK PROJECT. REFER TO DESIGN
DRAWINGS OF THE FY14 AVIATION UNIT
COMPLEX (PN76776) RSU AND SITE WORK
PROJECT FOR INFORMATION OF EXISTING
CONDITIONS PRIOR TO CONSTRUCTION OF THE
RSU AND SITE WORK PROJECT.
FIRE
STATION
FIRE PUMP
HOUSE
FUTURE RFC
(N.I.C.)
LIMIT OF
CONSTRUCTION
LIMIT OF CONSTRUCTION FOR FY14
AVIATION UNIT COMPLEX (PN76776)
RSU AND SITE WORK PROJECT
J
M
B
J M
B
J L L
W K
N A
P P
N
SCALE:
30' 60'30
1"=30'
LEGEND
T A
X I W
N
T E
R L
I N
E
T A
X I W
H
O
R U
N W
E
A R
A N
N
E
T A
X I W
E
A R
A N
N
E
LIMITS OF CONSTRUCTION
FIRE STATION PROJECT
LIMITS OF CONSTRUCTION
RSU AND SITE WORK PROJECT
FIRE STATION PROJECT LIMITS
NOTES:
1. THE LIMITS OF CONSTRUCTION FOR THE FIRE STATION
PROJECT ARE LOCATED WITHIN THE CONSTRUCTION
LIMITS OF THE RSU AND SITE WORK PROJECT TO BE
PERFORMED BY OTHERS. THE LIMITS OF BOTH THE FIRE
STATION PROJECT AND THE RSU/SITE WORK PROJECT ARE
SHOWN HEREON.
2. CONSTRUCTION OF THE FIRE STATION WILL OCCUR
CONCURRENTLY WITH THE RSU/SITE WORK PROJECT.
RSU/SITE WORK AT THE AIRFIELD ASSUMED TO BEGIN 1
SEPTEMBER 2015. FIRE STATION CONSTRUCTION TO
BEGIN 2 JANUARY 2016.
3. THE RSU/SITE CONTRACTOR SHALL CONSTRUCT THE
SUBGRADE WITHIN THE FIRE STATION CONSTRUCTION
LIMITS TO FINISH SUBGRADE ELEVATIONS BY 2 JANUARY
2016. RSU/SITE CONTRACTOR SHALL ALSO COMPLETE ALL
DEMOLITION; GRADING; AND SANITARY SEWER, WATER
AND GAS UTILITY ACTIVITIES WITHIN LIMITS OF
CONSTRUCTION OF THE FIRE STATION PROJECT PRIOR TO
2 JAN 2016.
4. FIRE STATION CONTRACTOR SHALL TAKE POSSESSION
AND FULL CONTROL OF ENTIRE FOOTPRINT WITHIN THE
LIMITS OF CONSTRUCTION OF THE FIRE STATION PROJECT
AT FIRE STATION CONTRACT NTP ON OR ABOUT 2 JAN 16.
5. THE RSU/SITE CONTRACTOR SHALL COORDINATE WITH
THE C.O.R. FOR COMPLETION SCHEDULES OF THE
REMAINING IMPROVEMENTS LOCATED WITHIN THE FIRE
STATION'S LIMITS WHICH ARE UNDER THE SCOPE OF THE
RSU AND SITE WORK PROJECT.
6. THE FIRE STATION CONTRACTOR SHALL ALLOW THE
RSU/SITE CONTRACTOR ACCESS TO THE FIRE STATION
PROJECT AREA FOR COMPLETION OF REMAINING RSU/SITE
PROJECT IMPROVEMENTS AS DIRECTED BY THE C.O.R.
7. THE RSU/SITE CONTRACTOR SHALL ALLOW THE FIRE
STATION CONTRACTOR ACCESS TO THE FIRE STATION
PROJECT AREA. THE RSU/SITE CONTRACTOR SHALL ALSO
ALLOW A CONSTRUCTION ACCESS DRIVE FOR EQUIPMENT
AND VEHICULAR ACCESS THROUGH THE RSU/SITE WORK
PROJECT AREA TO THE FIRE STATION PROJECT AREA AS
DIRECTED BY THE C.O.R.
8. THE FIRE STATION CONTRACTOR SHALL SUBMIT A
CONSTRUCTION SEQUENCE PLAN TO THE C.O.R. FOR
APPROVAL PRIOR TO COMMENCEMENT OF WORK. THE
FIRE STATION CONTRACTOR SHALL COORDINATE ALL
CONSTRUCTION ACTIVITIES WITH ADJACENT
CONSTRUCTION ACTIVITIES AS DIRECTED BY THE C.O.R.
9. CONSTRUCTION OF REMAINDER OF RSU/SITE PROJECT
OUTSIDE OF THE FIRE STATION CONSTRUCTION LIMITS
WILL OCCUR CONCURRENTLY WITH CONSTRUCTION
WITHIN THE FIRE STATION'S LIMITS.
10. SEE SHEET C-003 FOR LEGEND AND GENERAL NOTES.
11. REFERENCES ABOVE TO START OF CONSTRUCTION
FOR RSU/SITE CONTRACTOR APPLIES ONLY TO
CONSTRUCTION ACTIVITES AT THE AIRFIELD AND DOES
NOT APPLY TO CONSTRUCTION AT THE RSU PROJECT SITE.
12. FIRE STATION CONTRACTOR SHALL PROVIDE
TEMPORARY SECURITY AND FOREIGN OBJECT DEBRIS
FENCING AS REQUIRED. FIRE STATION CONTRACTOR
SHALL COORDINATE WITH THE RSU/SITE CONTRACTOR TO
MAINTAIN A SECURE PERIMETER AROUND THE AIRFIELD AT
ALL TIMES. IN ADDITION, CONTRACTOR SHALL PROVIDE
TEMPORARY FENCING TO SEGREGATE CONSTRUCTION
AREAS FROM AIRFIELD OPERATIONAL AREAS.
CONTRACTOR SHALL COORDINATE AND RECEIVE
APPROVAL FROM C.O.R. FOR FENCING.
1 2 3 4 5
D
C
B
A
D R
A W
N
B
Y
D E
S I G
N
B
Y
S B
S I Z
E
F I
M
E
D A
T E
C O
N T
R A
S O
L I C
I T
A T
I O
N
N
O
M
Y
C
O R
E
N G
I N
E E
R S
M A
R K
D E
S C
R I P
T I O
N D
A T
E A
P P
R
C K
D
B
Y
SEATTLE DISTRICT
US ARMY CORPS OF
ENGINEERS ®
S E
A T
T
S
T R
I C
T
S E
A T
T
S
H I N
G T
O N
F I
M
B E
R
P L O
T
S
C A
L E
P L O
T
D
A T
E
T S
A N
M
B
J M
B
J L L
N
SCALE:
20' 40'20
1"=20'
1 2 3 4 5
D
C
B
A
D R
A W
N
B
Y
D E
S I G
N
B
Y
S B
S I Z
E
F I
M
E
D A
T E
C O
N T
R A
S O
L I C
I T
A T
I O
N
N
O
M
Y
C
O R
E
N G
I N
E E
R S
M A
R K
D E
S C
R I P
T I O
N D
A T
E A
P P
R
C K
D
B
Y
SEATTLE DISTRICT
US ARMY CORPS OF
ENGINEERS ®
S E
A T
T
S
T R
I C
T
S E
A T
T
S
H I N
G T
O N
F I
M
B E
R
P L O
T
S
C A
L E
P L O
T
D
A T
E
T S
A N
G
SURVEY NOTES:
1. SURVEY MAPPING, EXCLUDING TOPOGRAPHICAL
CONTOURS, COMPILED FROM FIELD SURVEY
PERFORMED DECEMBER 2012, FEBRUARY 2013 AND
NOVEMBER 2014.
2. HORIZONTAL CONTROL BASED ON WASHINGTON
COORDINATE SYSTEM, NAD 83/91, S. ZONE.
3. VERTICAL CONTROL BASED ON NAVD '88.
4. CONTOUR INTERVAL IS 1-FOOT.
5. SEE SHEET C-003 FOR LEGEND AND GENERAL NOTES.
6. CONTOUR LINES SHOWN AS DASHED AND SCREENED
ARE PROPOSED FINISH GRADES FOR FY14 AVIATION
UNIT COMPLEX (PN76776) RSU AND SITE WORK PROJECT.
THESE CONTOUR GRADES WILL BE REGARDED AS THE
EXISTING GRADES FOR THE FIRE STATION PROJECT.
7. EXISTING CONDITION FEATURES SHOWN HEREON
INCLUDE NEW CONSTRUCTION TO BE PERFORMED
UNDER THE SCOPE OF THE FY14 AVIATION UNIT
COMPLEX (PN76776) RSU AND SITE WORK PROJECT.
REFER TO DESIGN DRAWINGS OF THE FY14 AVIATION
UNIT COMPLEX (PN76776) RSU AND SITE WORK PROJECT
FOR INFORMATION OF EXISTING CONDITIONS PRIOR TO
CONSTRUCTION OF THE RSU AND SITE WORK PROJECT.
FOR CONTINUATION OF CONSTRUCTION
LIMITS SEE INSET DETAIL
INSET DETAIL
M
B
J M
B
J L L
N
SCALE:
50' 100'50
1"=50'
1 2 3 4 5
D
C
B
A
D R
A W
N
B
Y
D E
S I G
N
B
Y
S B
S I Z
E
F I
M
E
D A
T E
C O
N T
R A
S O
L I C
I T
A T
I O
N
N
O
M
Y
C
O R
E
N G
I N
E E
R S
M A
R K
D E
S C
R I P
T I O
N D
A T
E A
P P
R
C K
D
B
Y
SEATTLE DISTRICT
US ARMY CORPS OF
ENGINEERS ®
S E
A T
T
S
T R
I C
T
S E
A T
T
S
H I N
G T
O N
F I
M
B E
R
P L O
T
S
C A
L E
P L O
T
D
A T
E
T S
A N
G
SURVEY NOTES:
1. HORIZONTAL CONTROL BASED ON WASHINGTON
COORDINATE SYSTEM, NAD 83/91, S. ZONE.
2. VERTICAL CONTROL BASED ON NAVD '88.
3. SEE SHEET C-003 FOR LEGEND AND GENERAL NOTES.
FIRE STATION
LIMIT OF CONSTRUCTION
M
B
J M
B
J L L
N
SCALE:
20' 40'20
1"=20'
1 2 3 4 5
D
C
B
A
D R
A W
N
B
Y
D E
S I G
N
B
Y
S B
S I Z
E
F I
M
E
D A
T E
C O
N T
R A
S O
L I C
I T
A T
I O
N
N
O
M
Y
C
O R
E
N G
I N
E E
R S
M A
R K
D E
S C
R I P
T I O
N D
A T
E A
P P
R
C K
D
B
Y
SEATTLE DISTRICT
US ARMY CORPS OF
ENGINEERS ®
S E
A T
T
S
T R
I C
T
S E
A T
T
S
H I N
G T
O N
F I
M
B E
R
P L O
T
S
C A
L E
P L O
T
D
A T
E
T S
A N
G
SURVEY NOTES:
1. SEE SHEET C-003 FOR LEGEND AND GENERAL NOTES.
2. CONTRACTOR SHALL PROVIDE TEMPORARY SECURITY
AND FOREIGN OBJECT DEBRIS FENCING AS REQUIRED.
FIRE STATION CONTRACTOR SHALL COORDINATE WITH
THE RSU/SITE CONTRACTOR TO MAINTAIN A SECURE
PERIMETER AROUND THE AIRFIELD AT ALL TIMES. NO
SECURITY FENCE SHALL BE REMOVED UNTIL NEW
SECURITY FENCE IS INSTALLED.
3. CONTRACTOR SHALL PROVIDE TEMPORARY FENCING
TO SEGREGATE CONSTRUCTION AREAS FROM AIRFIELD
OPERATIONAL AREAS.
4. CONTRACTOR SHALL COORDINATE AND RECEIVE
APPROVAL FROM C.O.R. FOR ALL TEMPORARY AND
PERMANENT FENCING.
REMOVE SECTION OF CHAIN-LINK
FENCE FOR PUMP HOUSE
(SEE NOTE #2)
REMOVE SECTION OF CHAIN-LINK
FENCE FOR FIRE STATION
(SEE NOTE #2)
FOR CONTINUATION OF CONSTRUCTION
LIMITS SEE INSET DETAIL
INSET DETAIL
20' 40'20
1"=20'
1 2 3 4 5
D
C
B
A
D R
A W
N
B
Y
D E
S I G
N
B
Y
S B
S I Z
E
F I
M
E
D A
T E
C O
N T
R A
S O
L I C
I T
A T
I O
N
N
O
M
Y
C
O R
E
N G
I N
E E
R S
M A
R K
D E
S C
R I P
T I O
N D
A T
E A
P P
R
C K
D
B
Y
SEATTLE DISTRICT
US ARMY CORPS OF
ENGINEERS ®
S E
A T
T
S
T R
I C
T
S E
A T
T
S
H I N
G T
O N
F I
M
B E
R
P L O
T
S
C A
L E
P L O
T
D
A T
E
T S
A N
G
NOTES:
1. SEE SHEET C-003 FOR LEGEND AND GENERAL
NOTES.
2. STREET NUMBER FOR FIRE STATION IS 102. ALL
BUILDING IDENTIFICATION SIGN CONTENT SHALL BE
APPROVED BY JBLM AND C.O.R.
FIRE STATION RAMP
CENTERLINE PROFILE - SHEET CP201
JOINT LAYOUT PLAN - SHEET CP401
TYPICAL SECTIONS - SHEET CP502
STA.0+00.00 FIRE STATION RAMP
N642700.36
E1121020.89
. S-105
GENERATOR FOUNDATION
. CS502
HVAC EQUIPMENT
PAD
. CS501
CONCRETE
SIDEWALK
. CS503
CONCRETE PATIO
FIRE PUMP HOUSE
FIRE STATION RAMP
CENTERLINE PROFILE - SHEET CP201
JOINT LAYOUT PLAN - SHEET CP401
TYPICAL SECTIONS - SHEET CP502
MECHANICAL ROOM ACCESS RAMP
JOINT LAYOUT PLAN - SHEET CP403
PAVEMENT SECTION - SHEET CP502
MODIFY EXISTING FE6 CHAIN-LINK
SECURITY FENCE AS REQUIRED TO ABUT
FIRE PUMP HOUSE WALL, TYP. 2 PLACES
MODIFY EXISTING FE6 CHAIN-LINK
SECURITY FENCE AS REQUIRED TO
ABUT FIRE STATION WALL.
TYP. 2 PLACES
ROOF LINE, TYP.
. CP501
CURB AND GUTTER
TYP.
LIMIT OF CONSTRUCTION
L I M
C
O N
S T
R U
C T
I O
N
. IG502
BUILDING IDENTIFICATION SIGN
SEE NOTE 2
. CS502
DOOR STOOP
. CS504
FE6 CHAIN-LINK
SECURITY FENCE,TYP.
. CS503
CONCRETE STEP
. LS501
BENCH WITH
BACK
C
B
A
D R
A W
N
B
Y
D E
S I G
N
B
Y
S B
S I Z
E
F I
M
E
D A
T E
C O
N T
R A
S O
L I C
I T
A T
I O
N
N
O
M
Y
C
O R
E
N G
I N
E E
R S
M A
R K
D E
S C
R I P
T I O
N D
A T
E A
P P
R
C K
D
B
Y
SEATTLE DISTRICT
US ARMY CORPS OF
ENGINEERS ®
S E
A T
T
S
T R
I C
T
S E
A T
T
S
H I N
G T
O N
F I
M
B E
R
P L O
T
S
C A
L E
P L O
T
D
A T
E
T S
A N
C
B
A
D R
A W
N
B
Y
D E
S I G
N
B
Y
S B
S I Z
E
F I
M
E
D A
T E
C O
N T
R A
S O
L I C
I T
A T
I O
N
N
O
M
Y
C
O R
E
N G
I N
E E
R S
M A
R K
D E
S C
R I P
T I O
N D
A T
E A
P P
R
C K
D
B
Y
SEATTLE DISTRICT
US ARMY CORPS OF
ENGINEERS ®
S E
A T
T
S
T R
I C
T
S E
A T
T
S
H I N
G T
O N
F I
M
B E
R
P L O
T
S
C A
L E
P L O
T
D
A T
E
T S
A N
C
B
A
D R
A W
N
B
Y
D E
S I G
N
B
Y
S B
S I Z
E
F I
M
E
D A
T E
C O
N T
R A
S O
L I C
I T
A T
I O
N
N
O
M
Y
C
O R
E
N G
I N
E E
R S
M A
R K
D E
S C
R I P
T I O
N D
A T
E A
P P
R
C K
D
B
Y
SEATTLE DISTRICT
US ARMY CORPS OF
ENGINEERS ®
S E
A T
T
S
T R
I C
T
S E
A T
T
S
H I N
G T
O N
F I
M
B E
R
P L O
T
S
C A
L E
P L O
T
D
A T
E
T S
A N
C
B
A
D R
A W
N
B
Y
D E
S I G
N
B
Y
S B
S I Z
E
F I
M
E
D A
T E
C O
N T
R A
S O
L I C
I T
A T
I O
N
N
O
M
Y
C
O R
E
N G
I N
E E
R S
M A
R K
D E
S C
R I P
T I O
N D
A T
E A
P P
R
C K
D
B
Y
SEATTLE DISTRICT
US ARMY CORPS OF
ENGINEERS ®
S E
A T
T
S
T R
I C
T
S E
A T
T
S
H I N
G T
O N
F I
M
B E
R
P L O
T
S
C A
L E
P L O
T
D
A T
E
T S
A N
G
FENCING FOR THE JBLM FIRE
STATION PROJECT SHALL BE
FE6-TWB-96
NOTE:
FENCING FABRIC, COMPONENTS AND
ACCESSORIES SHALL BE COATED I.A.W.
SECTION 32 31 13.53
20' 40'20
1"=20'
1 2 3 4 5
D
C
B
A
D R
A W
N
B
Y
D E
S I G
N
B
Y
S B
S I Z
E
F I
M
E
D A
T E
C O
N T
R A
S O
L I C
I T
A T
I O
N
N
O
M
Y
C
O R
E
N G
I N
E E
R S
M A
R K
D E
S C
R I P
T I O
N D
A T
E A
P P
R
C K
D
B
Y
SEATTLE DISTRICT
US ARMY CORPS OF
ENGINEERS ®
S E
A T
T
S
T R
I C
T
S E
A T
T
S
H I N
G T
O N
F I
M
B E
R
P L O
T
S
C A
L E
P L O
T
D
A T
E
T S
A N
G
FFE 304.5
NOTES:
1. CONTOUR INTERVAL IS 1-FOOT.
2. SEE SHEET C-003 FOR LEGEND AND GENERAL NOTES.
3. CONTOUR LINES SHOWN AS DASHED AND SCREENED
ARE PROPOSED FINISH GRADES FOR FY14 AVIATION
UNIT COMPLEX (PN76776) RSU AND SITE WORK PROJECT.
THESE CONTOUR GRADES WILL BE REGARDED AS THE
EXISTING GRADES FOR THE FIRE STATION PROJECT.
4. REFER TO ACHITECTURAL DRAWINGS FOR FINAL
LOCATIONS OF BUILDING DOWNSPOUTS. ADJUSTMENT
OF GUTTER DOWNSPOUT SYSTEM SHOWN HEREON MAY
BE REQUIRED.
5. PIPING AND FITTINGS FOR ROOF DRAINAGE SYSTEM
SHALL BE PVC SCHEDULE 80. FITTINGS SHALL BE
PROVIDED AS REQUIRED.
6. ROOF DRAIN CONNECTIONS TO EXISTING CONCRETE
STORM STRUCTURES SHALL BE CORE DRILLED AND
PIPES GROUTED IN PLACE.
7. CONTRACTOR SHALL ADJUST ROUTING OF 10-INCH
ROOF DRAINAGE LINES AS REQUIRED TO AVOID
CONFLICTS WITH UTILITIES.
8. SEE SHEET CP402 FOR JOINT ELEVATION PLAN OF
FIRE STATION RAMP.
9. SEE SHEET CP403 FOR JOINT ELEVATION PLAN OF
MECHANICAL ROOM ACCESS RAMP.
10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE
PROTECTION OF DESIGNATED BIORETENTION CELL
AREAS. BIORETENTION CELL AREAS SHALL BE
PROTECTED FROM VEHICULAR TRAFFIC, STAGING,
EQUIPMENT/MATERIAL STORAGE, BURNING OR ANY
OTHER ACTIVITY THAT COULD REDUCE THE SOIL'S
ABILITY TO INFILTRATE THE AREA PRIOR TO THE
INSTALLATION OR CONSTRUCTION OF INFILTRATION
COMPONENTS. REFER TO SPECIFICATION 33 40 05 FOR
ADDITIONAL INFORMATION.
FFE 304.7
TIE 10" GUTTER DRAIN TO STRUCTURE
(10" INV. 298.50
. CG501
CLEANOUT
INV.300.6
. CG501
ROOF DRAIN
CONNECTION,TYP.
. CG501
CLEANOUT
INV.299.60
. CG501
CLEANOUT
INV.299.40
. CG501
SUBDRAIN OUTFALL
INV.300.0
. CG501
CLEANOUT
INV.300.3
. CG501
CLEANOUT
INV.301.0
. CG501
CLEANOUT
INV.301.3
. CG501
ROOF DRAIN
CONNECTION,TYP.
SEE DETAIL 1, SHEET CS503
FOR SPOT ELEVATIONS OF
CONCRETE PATIO
BIORETENTION CELL TO BE
CONSTRUCTED UNDER RSU/SITE
INFRASTRUCTURE PROJECT.
(SEE NOTE #10)
M
B
J M
B
J L L
1 2 3 4 5
D
C
B
A
D R
A W
N
B
Y
D E
S I G
N
B
Y
S B
S I Z
E
F I
M
E
D A
T E
C O
N T
R A
S O
L I C
I T
A T
I O
N
N
O
M
Y
C
O R
E
N G
I N
E E
R S
M A
R K
D E
S C
R I P
T I O
N D
A T
E A
P P
R
C K
D
B
Y
SEATTLE DISTRICT
US ARMY CORPS OF
ENGINEERS ®
S E
A T
T
S
T R
I C
T
S E
A T
T
S
H I N
G T
O N
F I
M
B E
R
P L O
T
S
C A
L E
P L O
T
D
A T
E
T S
A N
20' 40'20
1"=20'
1 2 3 4 5
D
C
B
A
D R
A W
N
B
Y
D E
S I G
N
B
Y
S B
S I Z
E
F I
M
E
D A
T E
C O
N T
R A
S O
L I C
I T
A T
I O
N
N
O
M
Y
C
O R
E
N G
I N
E E
R S
M A
R K
D E
S C
R I P
T I O
N D
A T
E A
P P
R
C K
D
B
Y
SEATTLE DISTRICT
US ARMY CORPS OF
ENGINEERS ®
S E
A T
T
S
T R
I C
T
S E
A T
T
S
H I N
G T
O N
F I
M
B E
R
P L O
T
S
C A
L E
P L O
T
D
A T
E
T S
A N
G
PAVEMENTS LEGEND
NOTES:
1. REFER TO REFERENCED DETAILS FOR
DETAILED INFORMATION ON PAVEMENT
REQUIREMENTS. INFORMATION SHOWN
HEREON IS FOR GENERAL OVERVIEW
INFORMATION ONLY.
2. SEE SHEET CS101 FOR DETAIL CALLOUTS
OF CONCRETE SIDEWALKS, NON-VEHICLE
TRAFFIC CONCRETE AND GENERATOR PAD.
3.FOR JOINT LAYOUT PLANS OF FIRE
STATION RAMP AND MECHANICAL ROOM
ACCESS RAMP, SEE SHEETS CP401 AND
CP403, RESPECTIVELY.
4. SEE SHEET C-003 FOR LEGEND AND
GENERAL NOTES.
. CP502
FIRE STATION RAMP
S T
A
S T
A
FLIGHTLINE SIDE
TYPE 2 STA.2+24.33-2+45.40
. CP502
FIRE STATION RAMP
STREET SIDE STA.
0+98.50-1+33.00
HEAVY DUTY PC CONCRETE
(8" PCC)
CONCRETE SIDEWALK AND
NON-VEHICLE TRAFFIC CONCRETE
(SEE DETAILS FOR THICKNESSES)
. S-105
GENERATOR FOUNDATION
. CS502
HVAC EQUIPMENT
. CS501
CONCRETE
. CS502
DOOR STOOP
. CS503
CONCRETE STEP
. CP502
MECHANICAL ROOM
ACCESS RAMP
SIDEWALK
. CS503
CONCRETE PATIO
-1 .0
.1
0.00%
PVI STA: 4+67.60
PVI ELEV: 302.04
K: 85.33
LVC: 200.00
B V
C S
B V
C E
E V
C S
E V
C E
-0+50 0+00
1+00
2+00
3+00
4+00
5+00
6+00
7+00 7+50
S T
A
F
I R
E
S
T A
T I O
N
R
A M
P
S T
A
A
I R
P O
Y
E L V
S T
A
B
R
E
S
T A
T I O
N
R
A M
P
E L V
S T
A
E
R
E
S
T A
T I O
N
R
A M
P
E L V
S T
A
P
V I
E D
E
X I S
T I N
G
A
S P
H A
X
I W
O
U L D
E R
E L V
S T
A
F
I R
E
S
T A
T I O
N
B
U I L D
I N
G
E N
D
F
I R
E
S
T A
T I O
N
R
A M
P
E L V
S T
A
F
I R
E
S
T A
T I O
N
B
U I L D
I N
G
B E
G
R
E
S
T A
T I O
N
R
A M
P
E L V
S T
A
F
I R
E
S
T A
T I O
N
R
A M
P
E X
I S
T I N
G
T
A X
I W
N
T E
R L I N
E
EXISTING GRADE
FINISH GRADE
L P
S
T A
L P
E
L V
S T
A
E
R
E
S
T A
T I O
N
R
A M
P
F
L I G
H T
L I N
E
S
I D
E
T
E
X I S
T I N
G
C
O N
C R
E T
E
S
L A
B
E L V
S T
A
B
E G
R
E
S
T A
T I O
N
R
A M
P
T
E
X I S
T I N
G
C
O N
C R
E T
E
S
L A
B
E L V
S T
A
E
L V
SEE STRUCTURAL DRAWINGS FOR SLAB
GRADES WITHIN FIRE STATION
(FIRE STATION FFE 304.50)
SCALE: HOR. 1"=30'
VERT. 1"=3'
FIRE STATION RAMP - CENTERLINE PROFILE
NOTES:
1. SEE SHEET C-003 FOR LEGEND AND GENERAL NOTES.
2. SEE SHEET CP502 FOR FIRE STATION RAMP TYPICAL
SECTIONS.
1 2 3 4 5
D
C
B
A
D R
A W
N
B
Y
D E
S I G
N
B
Y
S B
S I Z
E
F I
M
E
D A
T E
C O
N T
R A
S O
L I C
I T
A T
I O
N
N
O
M
Y
C
O R
E
N G
I N
E E
R S
M A
R K
D E
S C
R I P
T I O
N D
A T
E A
P P
R
C K
D
B
Y
SEATTLE DISTRICT
US ARMY CORPS OF
ENGINEERS ®
S E
A T
T
S
T R
I C
T
S E
A T
T
S
H I N
G T
O N
F I
M
B E
R
P L O
T
S
C A
L E
P L O
T
D
A T
E
T S
A N
C
D
C
D
C
B
A
C
C
D
D
C
D
C
A
A
R
R
R
R
R
R
R
R
Z
R
R
AD
D
D D
B
D D
D Z
Z
B
B
D
E E B
E
R
E E
E E
Z
12'-6" 12'-6"
9'-1"
10'
5'
6'-4"
10'-10"
11'-1"
9'-11"
11'-1"
12'-6"
10'
12'-6"
1 2 3 4 5
D
C
B
A
D R
A W
N
B
Y
D E
S I G
N
B
Y
S B
S I Z
E
F I
M
E
D A
T E
C O
N T
R A
S O
L I C
I T
A T
I O
N
N
O
M
Y
C
O R
E
N G
I N
E E
R S
M A
R K
D E
S C
R I P
T I O
N D
A T
E A
P P
R
C K
D
B
Y
SEATTLE DISTRICT
US ARMY CORPS OF
ENGINEERS ®
S E
A T
T
S
T R
I C
T
S E
A T
T
S
H I N
G T
O N
F I
M
B E
R
P L O
T
S
C A
L E
P L O
T
D
A T
E
T S
A N
G
LEGEND:
DOWELED CONTRACTION JOINT
SAWED CONTRACTION JOINT
BUTT JOINT
REINFORCED SLAB - SEE SHEET CP504
T.E. EXPANSION JOINT
T.E. BUTT JOINT
DOWELED CONSTRUCTION JOINT
TIE BAR REQUIRED
SCALE:
10' 20'10
1"=10'
N
SATELLITE FIRE
STATION
C
D
C
D
C
B
A
C
C
D
D
C
D
C
A
A
R
R
R
R
R
R
R
R
Z
R
R
AD
D
D D
B
D D
D Z
Z
B
B
D
E E B
E
R
E E
E E
Z
1 2 3 4 5
D
C
B
A
D R
A W
N
B
Y
D E
S I G
N
B
Y
S B
S I Z
E
F I
M
E
D A
T E
C O
N T
R A
S O
L I C
I T
A T
I O
N
N
O
M
Y
C
O R
E
N G
I N
E E
R S
M A
R K
D E
S C
R I P
T I O
N D
A T
E A
P P
R
C K
D
B
Y
SEATTLE DISTRICT
US ARMY CORPS OF
ENGINEERS ®
S E
A T
T
S
T R
I C
T
S E
A T
T
S
H I N
G T
O N
F I
M
B E
R
P L O
T
S
C A
L E
P L O
T
D
A T
E
T S
A N
G
SCALE:
10' 20'10
1"=10'
N
SATELLITE FIRE
STATION
FFE 304.50
LEGEND:
DOWELED CONTRACTION JOINT
SAWED CONTRACTION JOINT
BUTT JOINT
REINFORCED SLAB - SEE SHEET CP504
T.E. EXPANSION JOINT
T.E. BUTT JOINT
DOWELED CONSTRUCTION JOINT
TIE BAR REQUIRED
WHEN ABUTTING EXISTING
EXTERIOR CONCRETE SLABS
CONSTRUCTED BY OTHERS,
ADJUST…
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