Drawings_3_of_3.pdf
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MT. VERNON
EVERETT
TACOMA
OLYMPIA
SKAGIT BAY
POSSESION SOUND
PUGET SOUND
CARR INLET
CASE INLET
N
IS
Q U
A L L Y R
E A C
H
B U
D D
IN
L E
T
Y A
B D
N E
S N
W O
T T
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BELLINGHAM BAY
LUMMI BAY
SAMISH BAY
BAY
PADILLA
R O
S A
R
IO
S
T R
A
IT
SEMIAHMOO BAY
BOUNDARY BAY
STRAIT OF GEORGIA
SALISH SEA
T R
IN
C O
M A
LI C
H A N
N E L
B R I T I S H C O L U M B I A
W A S H I N G T O N
I D A H O
O R E G O N
MONTANA
BELLINGHAM
ABERDEEN
YAKIMA
SEATTLE
KENNEWICK
WALLA WALLA
PULLMAN
LEWISTON
SPOKANE
COLVILLE
JBLM
BRIDGEPORT
MCNARY DAM
YTC
WENATCHEE
PORTLAND
LA GRANDE
DWORSHAK DAM
N
OCEAN
PACIFIC
ELLENSBURG
DAM
LIBBY
PROJECT VICINITY MAP
MUD MOUNTAIN DAM
NTS
PROJECT LOCATION MAP
NTS
AIRCRAFT P
ARKING
AIRCRAFT P
ARKING
T A
X
IW
A Y
N O
FAITH AVENUE
EDWARDSAVENUE
BENNETT
PARKING
PARKIN
G
P A
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IN
G
PARKING
P A
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IN
G
CLUB
FLYING
A A
C H
A N
G A
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N
D D
IV
IS
IO
N D
R
IV
E
AVE
DATE AND TIME PLOTTED: 7/17/2017DESIGN FILE: I:\AECDesigns\FY14_PN76777_FLWR\02 Design\BIM_CAD\General\PN76777_FLWR_G-001 - TITLE, LOCATION AND VICINITY MAPS.dgn of Engineers US Army Corps
Seattle District
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A REDUCED PRINT. REDUCE SCALE ACCORDINGLY.
IF SHEET MEASURES LESS THAN 22" X 34" IT IS
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JOINT BASE LEWIS-McCHORD, WASHINGTON
N
WASHINGTON
JOINT BASE LEWIS-McCHORD
FLWR
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UH-60 WASH APRON
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FY17 PN76777 FLWR DRAWING INDEX
S
CB
CBCB
W
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SD
N
F
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C K
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US ARMY CORPS
SHEET
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P L
O T D
A T
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W
A N
G
J
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RTA SUBMITTAL
U H -6
W
A S
H A
P R
O N
B-101
WASH RACK BAY
S W
A N
S O
N
F E
ID
E R
0 80' 160'
WASH RACK BAY
(FY14)
AAC HANGAR
T A
X I
W A
Y A
L P
H A
SEE SHEET B-301.
FOR LEGEND AND ABBREVIATIONS, 2.
SEE SHEETS B-301 THROUGH B-304.
FOR EXPLORATION LOGS, 1.
NOTES:
L O
C A
T
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N S O
F E
X P
L O
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N
1 LOCATIONS OF EXPLORATION
SCALE: 1" = 80'-0"B-101
O H
S
IE
K
LEGEND
BACKHOE TEST PIT
PERCOLATION TEST PIT
DIRECT PUSH BORE HOLE
E N
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US ARMY CORPS
SHEET
S O
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A T
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N N
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D A
T E
P L
O T D
A T
E /T
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-7
W
A N
G
J
U N
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RTA SUBMITTAL
U H -6
W
A S
H A
P R
O N
B-301
S W
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S O
N
F E
ID
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P L
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N L
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1 EXPLORATION LOGS 1
NTSB-301
D E
P T
H F
T
D E
P T
H F
T
D E
P T
H (F
T
D E
P T
H (F
T
U
GM, Silty Sandy
GRAVEL (3"), loose, moist, black.
GP, Sandy GRAVEL (3") w/ occ. cobbles (6"), loose, moist, brown.
12-BH-05
U
7.5
GP, Sandy GRAVEL (3") w/ roots, loose, moist, brown.
GP, Sandy GRAVEL (3") w/ occ. cobbles (10"), compact, moist, brown.
GP-GM, GRAVEL w/ silt, compact, moist, dark brown.
GP, Sandy GRAVEL
(3"), loose, moist, brown.
12-BH-06
8.5
GM, Silty GRAVEL (3") w/ occ. cobbles (6"), loose, moist, dark brown.
GP, Sandy GRAVEL (3") w/ occ. cobbles (5"), loose, moist, brown.
12-BH-07
7.5
GM, Silty Sandy
GRAVEL (3") w/ occ.
cobbles (5"), loose, moist, dark brown.
GP, Sandy GRAVEL (3") w/ occ. cobbles (6"), loose, moist, brown.
12-BH-08
U
GM, Silty Sandy
GRAVEL (3"), loose moist, black.
GP, Sandy GRAVEL (3") w/ occ. cobbles (4"), loose, moist, gray-brown.
SP, Gravelly SAND, loose, moist, gray-brown.
12-BH-PT-01
U
SM, Silty SAND, loose, moist, black.
GP, Sandy GRAVEL (3") w/ occ. cobbles (5"), loose, moist, brown.
12-BH-PT-02
U
GM, Silty Sandy
GRAVEL (2.5"), loose, moist, black.
GP, Sandy GRAVEL (3") w/ occ. cobbles (8"), loose, moist, brown.
12-BH-PT-03
U
GM, Silty Sandy
GRAVEL (3"), loose, moist, black.
GP, Sandy GRAVEL (3") w/ occ. cobbles (4"), loose, moist, brown.
SP, Gravelly SAND, loose, moist, gray.
12-BH-PT-04
8.5
GP-GM, Sandy GRAVEL
(3") w/ silt, loose, moist, light brown.
GP, GRAVEL (3") w/ sand, loose, moist, brown.
GP, Sandy GRAVEL, loose, moist, dark brown.
12-BH-09
EXPLORATION HOLE YEAR-TYPE-NUMBER
LOWER LIMIT OF UNSATISFACTORY MATERIAL
BACKHOE
OPENING AND BE RETAINED ON A 3-INCH SIEVE
PARTICLES OF ROCK THAT WILL PASS A 12-INCH SQUARE
DIRECT PUSH
OCCASIONAL
PERCOLATION TEST
REFUSAL
PT
OCC.
DP
COBBLES
BH
U
12-BH-01
LEGEND
GM
GP-GM SANDY GRAVEL W/ SILT
SANDY GRAVELGP
SM
SP
SILTY SAND
SAND
SILTY SANDY GRAVEL
OF THE TOPS OF SUBGRADE AND BASE COURSE.
7. SEE SHEET C-001 FOR GEOTECHNICAL NOTES REGARDING EXCAVATION AND THE ELEVATIONS
FILL REPRESENTATIVE OF PROPOSED WORK AREA.
6. SEE SHEET CP501 FOR TYPICAL CROSS SECTION OF EXISTING APRON AND SATISFACTORY
OF THE YEAR OR FROM YEAR TO YEAR DEPENDING LARGELY ON CLIMATIC CONDITIONS.
LEVELS CAN FLUCTUATE APPRECIABLY AT DIFFERENT SEASONSHOWEVER, GROUNDWATER
GROUNDWATER WAS NOT ENCOUNTERED DURING THE SUBSURFACE EXPLORATION. 5.
FY14 ACS PHASE 2A, AAC HANGAR, PN76777 (CONTRACT NO. W912DW-14-C-0023) PROJECTS.
OF THE FY12 ACS AVIATION APRON, PHASE 1B (CONTRACT NO. W912DW-12-C-0051) AND
SUBSURFACE EXPLORATION IS REPRESENTATIVE OF SITE CONDITIONS PRIOR TO CONSTRUCTION4.
BACKHOE WITH FRONT-END LOADER.
26-27 FEBRUARY 2013 USING A JOHN DEERE 410G RUBBER TIRE
- EXPLORATION HOLES 13-BH-01 THROUGH 13-BH-06 WERE DUG ON
MOUNTED DIRECT PUSH AMS POWER PROBE 9500 PTO.
ON 6 MARCH 2012 BY THE DIRECT PUSH METHOD WITH A TRUCK
- EXPLORATION HOLES 12-DP-50 THROUGH 12-DP-53 WERE PERFORMED
BACKHOE WITH FRONT-END LOADER.
1 AND 2 FEBRUARY 2012 USING A JOHN DEERE 410G RUBBER TIRE
- EXPLORATION HOLES 12-BH-PT-01 THROUGH 12-BH-13 WERE DUG ON
U.S. ARMY CORPS OF ENGINEERS.
SUBSURFACE EXPLORATION WAS CONDUCTED BY SEATTLE DISTRICT, 3.
CLASSIFICATION SYSTEM."
SOILS WERE VISUALLY CLASSIFIED USING THE "UNIFIED SOIL 2.
FOR LOCATIONS OF EXPLORATIONS, SEE SHEET B-101. 1.
NOTES:
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
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D E
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P L
O T D
A T
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W
A N
G
J
U N
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RTA SUBMITTAL
U H -6
W
A S
H A
P R
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B-302
S W
A N
S O
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NTSB-302
EXPLORATION LOGS 2
GP-GM, GRAVEL (3")
w/ silt and sand and occ.
cobbles (7"), compact, moist, dark brown.
GP, Sandy GRAVEL
(3"), loose, moist, light brown.
12-BH-10
7.5
GP-GM, GRAVEL (3")
w/ roots, silt, sand, and occ. cobbles (7"), compact, moist, dark brown.
GP, GRAVEL (2.5") w/ coarse sand and roots to
2' depth, loose, moist, brown.
12-BH-11
GM, Silty Sandy
GRAVEL (3") w/ occ.
cobbles (6"), loose, moist, dark brown.
GM, Silty Sandy
GRAVEL (3") w/ occ.
cobbles (10"), compact, moist, dark brown.
12-BH-12
U
GM, Silty Sandy
GRAVEL (3") w/ occ.
cobbles (6"), loose, moist, black.
SP, SAND w/ gravel (2"), loose, moist, gray-brown.
12-BH-13
D
E P
T H F
T
UU
D E
P T
H (F
T
SEE SHEET B-301.
FOR LEGEND, ABBREVIATIONS AND ADDITIONAL NOTES,2.
E N
A M
E
D W
N B
Y
C K
D B
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D E
S
IG
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D B
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D E
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N
1 2 3
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4 5
A
B
M A
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A P
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F
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B E
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IZ
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S U
B M
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D B
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D A
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M A
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D E
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C O
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C T N
O
D A
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A P
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M Y C
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P S O
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O T D
A T
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A N
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J
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RTA SUBMITTAL
U H -6
W
A S
H A
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B-303
S W
A N
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O H
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NTS
EXPLORATION LOGS 3
B-303
D E
P T
H F
T ) D
E P
T H (F
T
U
GM, Silty Sandy
GRAVEL, loose, moist, black.
GP, Sandy GRAVEL, loose, moist, brown.
(75% sample recovery from 1' to 4'.)
GP-GM, Sandy GRAVEL w/ silt, loose, moist, brown.
(75% sample recovery from 4' to 8'.)
GP, Sandy GRAVEL, loose, moist, wet at 18' to 19', brown to grayish-brown.
(50% sample recovery from 8' to 12'; 20% sample recovery from
12' to 16'; 40% sample recovery from 16' to 20'.)
SP, SAND (fine), loose, moist, olive-brown.
(50% sample recovery from 8' to 12'; 80% sample recovery from
20' to 24'; 80% sample recovery from 24' to 28'.)
SP, SAND (medium), loose, moist, olive-gray.
SP, SAND (very fine), loose, wet, olive-gray.
(80% sample recovery from 28' to 32'.)
12-DP-50
U
SM, Silty SAND, loose, moist, black.
GP, Sandy GRAVEL, loose, moist, wet at 15' to 16', brown.
(25% sample recovery from 1' to 4'; 25% sample recovery from 4' to 8'; 25% sample recovery from 8' to 12';
25% sample recovery from 12' to 16'; 25% sample recovery from
16' to 20'; 30% sample recovery from 20' to 24'.)
12-DP-51
U
SM, Silty SAND, loose, moist, black.
SP, SAND w/ gravel, loose, moist, brown.
GP, Sandy GRAVEL, loose, moist, grayish-brown.
(60% sample recovery from 1' to 4'.)
SP, SAND w/ gravel, loose, moist, brown.
(60% sample recovery from 4' to 8'; 30% sample recovery from 8' to 12'.)
GP, GRAVEL w/ sand, loose, moist, brown.
(75% sample recovery from 12' to 16'; 40% sample recovery from
16' to 20'.)
GP, Sandy GRAVEL, compact, moist, grayish-brown.
(30% sample recovery from 20' to 23'.)
Direct push probe could not penetrate below 23' depth.
12-DP-52
U
GM, Silty Sandy
GRAVEL, loose, moist, black.
GP, Sandy GRAVEL, loose, moist, grayish-brown.
(25% sample recovery from 1' to 4'; 40% sample recovery from 4' to 8'; 25% sample recovery from 8' to 12'.)
GP-GM, Sandy GRAVEL w/ silt, compact, wet at
12' to 13' and moist at
13' to 16', brown.
(30% sample recovery from 12' to 16'.)
Direct push probe could not penetrate below 16' depth.
12-DP-53
SEE SHEET B-301.
FOR LEGEND, ABBREVIATIONS AND ADDITIONAL NOTES,2.
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
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D E
S C
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1 2 3
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A T
T L E D
IS
T R
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SEATTLE DISTRICT
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OF ENGINEERS
US ARMY CORPS
SHEET
S O
L
IC
IT
A T
IO
N N
O
D A
T E
P L
O T D
A T
E /T
IM
E s /1
-7
W
A N
G
J
U N
E
RTA SUBMITTAL
U H -6
W
A S
H A
P R
O N
B-304
S W
A N
S O
N
F E
ID
E R
E X
P L
O R
A T
IO
N L
O G
S
O H
S
IE
K
NTS
EXPLORATION LOGS 4
B-304
SEE SHEET B-301.
FOR LEGEND, ABBREVIATIONS AND ADDITIONAL NOTES,2.
FOR LOCATIONS OF EXPLORATIONS, SEE SHEET B-101. 1.
NOTES:0
D E
P T
H (F
T
U
7.5
GM, Silty Sandy
GRAVEL (2"), compact, moist, dark brown.
GP, Sandy GRAVEL
(3") w/ occasional cobbles (8"), compact 2' to 5' BGS, loose 5' to
7.5' BGS, moist, brown.
13-BH-01
D
E P
T H F
T
U
7.5
GM, Silty Sandy
GRAVEL (3"), compact, moist, dark brown.
GP, Sandy GRAVEL
(3") w/ occasional cobbles (6"), compact 3' to 4' BGS, loose 4' to 8'
BGS, moist, brown.
13-BH-02
U
SM, Silty SAND, loose, moist, dark brown.
GM, Silty Sandy
GRAVEL (3"), compact, moist, dark brown.
GP, Sandy GRAVEL
(3") w/ occ. cobbles (7"), compact 1.5' to 6' BGS, loose 6' to 10' BGS, moist, brown to grayish brown with depth.
13-BH-03
U
GM, Silty Sandy
GRAVEL (3"), compact, moist, dark brown.
GP, Sandy GRAVEL
(3") w/ occ. cobbles (8"), compact 1.5' to 5' BGS, loose 5' to 10' BGS, moist, brown to grayish-brown with depth.
13-BH-04
U
SM, Silty SAND, loose, moist, dark brown.
GM, Silty Sandy
GRAVEL (3"), compact, moist, dark brown.
GP, Sandy GRAVEL
(3") w/ occ. cobbles
(10"), compact 2' to 6'
BGS, loose 6' to 10'
BGS, moist, brown to grayish-brown with depth.
13-BH-06
U
SM, Silty SAND, loose, moist, dark brown.
GM, Silty Sandy
GRAVEL (2.5"),
compact, moist, dark brown.
GP, Sandy GRAVEL
(3") w/ occ. cobbles (7"), compact 1.5' to 4' BGS, loose 4' to 9' BGS, moist, brown to grayish-brown with depth.
13-BH-PT-05
10 10 10
D
IL
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C K
D B
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D E
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DESIGN FILE:
OF ENGINEERS
US ARMY CORPS
SHEET
S O
L
IC
IT
A T
IO
N N
O
D A
T E
P L
O T D
A T
E /T
IM
E s /1
-7
W
A N
G
J
U N
E
RTA SUBMITTAL
U H -6
W
A S
H A
P R
O N
COMPANY UTILITY PHONE
C-001
S K
R
IN
D E
WELDED WIRE FABRIC
TRANSPORTATION
DEPARTMENT OF
WASHINGTON STATE
WATER SURFACE
VARIES
TYPICAL
TOP OF CURB
THICK
TEMPORARY
NUMBER
AND MONUMENT AND
LAYOUT SURVEY CASE
STANDARD
CONTRACTION JOINT (TYP)
SAWED TRANSVERSE
STATION
SQUARE
SPECIFICATION
SLOPE
SECTION
SPOT ELEVATION
SCHEDULE
REQUIRED
RADIUS OF CURVE, REINFORCED PANEL
PAVEMENT
PHYSICAL TRAINING
POUNDS PER SQUARE INCH
POST INDICATOR VALVE
PORTLAND CEMENT CONCRETE
POINT OF ENDING
POINT OF BEGINNING
OVERHEAD POWER POLE
OUTSIDE DIAMETER
ON CENTER
NOT TO SCALE
NOT IN CONTRACT
NON-FROST SUSCEPTIBLE
NORTH AMERICAN VERTICAL DATUM
NORTH AMERICAN DATUM
NORTH
MISCELLANEOUS
MINIMUM
MAXIMUM
MANHOLE
LONG
LINEAL FOOT/FEET
LENGTH OF CURVE
JOINT BASE LEWIS McCHORD
INCH/INCHES
INVERT ELEVATION
FIRE WATER
FEET/FOOT
FLOWLINE
FIGURE
FINISHED GRADE
FINISHED FLOOR ELEVATION
FLARED END SECTION
FACE OF CURB
EXISTING
EACH WAY
ELEVATION
THICKENED EDGE EXPANSION JOINT
EAST
DUCTILE IRON PIPE
DIAMETER
APPLICABLE.
LONGITUDINAL AND TRANSVERSE AS
DOWELED CONSTRUCTION JOINT ( TYP)
CENTER
OFFICER REPRESENTATIVE
USACE CONTRACTING
CLEAN OUT
W/ TIE BARS. FREE EDGE PANELS
LONGITUDINAL CONTRACTION JOINT
CURB CUT
CATCH BASIN
BOTTOM OF CURB
BUILDING NUMBER
BIORETENTION CELL
ASPHALT CONCRETE
CARRIER
ENTERPRISE
CABLE
NETWORK
SANITARY SEWER
STORMWATER
WATER
PROPANE/AIR
PHONE
NATURAL GAS
ONE CALL
COMCAST/XFINITY
COMMUNICATIONS
JBLM DPW
JBLM DPW
JBLM DPW
FERRELL GAS
QWEST COMMUNICATIONS
PUGET SOUND ENERGY
CALL-BEFORE-YOU-DIG
WWF
WSDOT
W.S.
VAR
TYP
TOC, TC
THK
TEMP
S1
STD
STCJ
STA
SQ.
SPEC.
SLP
SECT
SE
SCH
REQD
R
PVMT
PT
PSI
PIV
PCC
POE
POB
OHP
OD
OC
NTS
NIC
NFS
NAVD
NAD
N
MISC
MIN
MAX
MH
LG
LF
L
JBLM
IN
IE
FW
FT
FL
FIG
FG
FFE
FES
FC
EXIST, EX
EW
ELEV, EL
EJ
E
DIP
DIA
DCJ
CTR
COR
CO
CJTB
CC
CB
BOC
BLDG NO.
B.C.
AC
NORTH ARROW
GRAPHIC SCALE (FEET)
EXISTING GRADE
PROPOSED GRADE
CONSTRUCTION LIMITS
WATER LINE & PIPE SIZE
STORM DRAIN LINE & PIPE SIZE
GAS LINE AND PIPE SIZE
CHAIN LINK FENCE
CENTERLINE
PCC PAVEMENT
AC PAVEMENT
CURB AND GUTTER
SANITARY MANHOLE
STORM DRAIN MANHOLE
(253)864-4293
(253) 966-1969
(253) 967-5237
(253) 967-5237
(253) 967-5237
(253) 261-2053
(253) 833-2343
(425) 392-6412
(800) 424-5555
LINETYPES
ABBREVIATIONS GENERAL NOTES:LEGEND
S
CIVIL LEGEND
& PIPE SIZE
FIRE SUPPRESSION WATER LINE
& PIPE SIZE
SANITARY SEWER LINE
DIRECTION OF VIEW
INDICATES DETAIL No.
DETAIL IS LOCATED
SHEET ID WHERE
SECTION IS LOCATED
SHEET ID WHERE
INDICATES SECTION No.
DRAFTING SYMBOLS
SCALE: X" = X'-X"
X'X'
X
C-XXX
C-XXX
X
A N
D G
E N
E R
A L N
O T
E S
L E
G E
N D
A B
B R
E V
IA
T
IO
N S
B A
R R
E T
T P
E R
R Y
ROADS AT THE HANGAR MAY BE A REQUIREMENT.
10. DAILY SWEEPING AND WASHING OF THE APRON AND THE ACCESS
AND DEBRIS.
ACCESS, ONSITE FLAGGING, TRAFFIC CONTROL, FOREIGN OBJECTS
CONTRACTOR WILL BE NOTIFIED OF THE REQUIREMENTS FOR
9. WORK WILL BE PERFORMED ON AN ACTIVE APRON. THE
WITHOUT DESIGNATED SURFACING WILL BE HYDROSEEDED.
8. ALL UNPAVED AREAS DISTURBED DUE TO CONSTRUCTION.
OTHERWISE INDICATED BY THE CONSTRUCTION DOCUMENTS.
CONSTRUCTION TO THEIR ORIGINAL CONDITION, UNLESS
RESTORATION OF ALL EXISTING FEATURES DISTURBED DURING
THE CONTRACTOR WILL BE RESPONSIBLE FOR FULL 7.
CONSTRUCTION ENTRANCES.
SITE ACCESS DURING CONSTRUCTION IS LIMITED TO STABILIZED 6.
OTHERWISE NOTED.
HORIZONTALLY AND VERTICALLY PROJECTED PLANES UNLESS
THE SPECIFICATIONS SHALL BE INTERPRETED TO REFER TO
ALL DISTANCES SHOWN ON THE DRAWINGS AND DESCRIBED IN 5.
DURING CONSTRUCTION.
AND PRESERVING THE INTEGRITY OF EXISTING SITE UTILITIES
DAMAGE. THE CONTRACTOR IS RESPONSIBLE FOR PROTECTING
UTILITIES AND IMPROVEMENTS PRIOR TO EXCAVATION TO AVOID
CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF ALL
UTILITIES AND IMPROVEMENTS ARE APPROXIMATE. THE
THE HORIZONTAL AND VERTICAL LOCATIONS OF EXISTING 4.
COST TO THE OWNER.
FACILITIES WILL BE REPAIRED BY THE CONTRACTOR AT NO
ANY DAMAGE TO EXISTING SUBSURFACE OR SURFACE 3.
EXCAVATION.
DEPARTMENT OF PUBLIC WORKS PRIOR TO PERFORMING ANY
MUST SUBMIT A DIG PERMIT APPLICATION WITH FORT LEWIS
LOCATES IS: 1-800-424-5555. ADDITIONALLY, THE CONTRACTOR
LOCATE TICKET. THE ONE-CALL PHONE NUMBER FOR UTILITY
EXCAVATION MAY BEGIN UNTIL THE TIME STATED ON THE
CHAPTER 19.122 RCW – UNDERGROUND UTILITIES. NO
CENTER IN ACCORDANCE WITH STATE OF WASHINGTON LAW:
THROUGH THE STATE OF WASHINGTON UTILITY NOTIFICATION
SUBMIT A UTILITY LOCATE REQUEST (CALL BEFORE YOU DIG)
BEFORE EXCAVATION OR TRENCHING, CONTRACTOR SHALL 2.
RESPECT TO THE PLANS.
THE CORPS OF ENGINEERS OF ANY DISCREPANCIES WITH
BEFORE STARTING WORK AND SHALL IMMEDIATELY NOTIFY
CONTRACTOR WILL VERIFY ALL DIMENSIONS IN THE FIELD1.
UTILITIES NOTES:
GEOTECHNICAL NOTES:
FOR APPROVAL.
OF GRADING OF BOTTOM OF EXCAVATION AND TOP OF RIGID BASE COURSE TO THE COR
7. CONTRACTOR SHALL PROVIDE SHOP DRAWINGS OF PROPOSED AND FINAL ELEVATIONS
AND PCC AND AC PAVEMENT.
INSPECTED BY COR FOR APPROVAL PRIOR TO PLACEMENT OF RIGID BASE COURSE
6. CONTRACTOR SHALL HAVE BOTTOM OF EXCAVATION AND TOP OF RIGID BASE COURSE
TO THE SUBGRADE DURING PLACEMENT.
SLOPE OR AS APPROVED BY THE COR TO ENSURE BONDING OF RIGID BASE COURSE
THE BOTTOM OF EXCAVATION UNDER THE EXISTING SHOULDER AND SHOULDER
TO FOUR FEET HORIZONTAL FROM THE EDGE OF EXISTING PCC PAVEMENT TO
TOP OF SUBGRADE SHALL BE BENCHED AT A MINIMUM OF ONE FOOT VERTICAL
BASE OF NEW AC PAVEMENT AND AT SURFACE ON THE SHOULDER SLOPE.
SHALL BE AT ELEVATION EQUAL TO THE BASE OF THE NEW PCC PAVEMENT,
SPECIFICATIONS BEFORE PLACING RIGID BASE COURSE. TOP OF BASE COURSE
5. CONTRACTOR SHALL SCARIFY AND COMPACT THE TOP OF SUBGRADE TO
SHOULDER SLOPE SHALL BE AT THE TOP OF SATISFACTORY MATERIAL.
OF THE NEW PAVEMENT. TOP OF SUBGRADE UNDER THE NEW SHOULDER AND
4. TOP OF SUBGRADE SHALL BE AT ELEVATION OF SIX INCHES BELOW THE BASE
FOR THE FOLLOWING GEOTECHNICAL NOTES:
MATERIAL AT THE BOTTOM OF THE ABOVE EXCAVATIONS SHALL BE REFERRED TO AS SUBGRADE
THE GROUND SURFACE.
THE EXISTING PCC PAVEMENT TO THE TOE OF THE NEW SHOULDER SLOPE AT
AND SHOULDER SLOPE TO EXISTING GROUND SURFACE FROM THE EDGE OF
MATERIAL TO NATIVE SATISFACTORY MATERIAL BELOW THE EXISTING SHOULDER
3. CONTRACTOR SHALL EXCAVATE ALL EXISTING BASE COURSE, FILL, AND NATIVE
SATISFACTORY FILL BELOW THE EXISTING SHOULDER AND SHOULDER SLOPE.
UNSATISFACTORY MATERIAL MAY BE BELOW THE BASE COURSE AND
BELOW THE ELEVATION OF THE BASE OF THE EXISTING PCC PAVEMENT.
2. CONTRACTOR SHALL EXCAVATE SIX INCHES OF EXISTING BASE COURSE
APRON AND SHOULDER IN THE WASH RACK AREA.
1. SEE SHEET CP501 DETAIL 9 FOR TYPICAL CROSS SECTION OF EXISTING
CATCH BASIN
SPOT ELEVATION
BOLLARD
CURB CUT
GATE VALVE
AND VALVE
TAPPING SLEEVE
CC
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OF ENGINEERS
US ARMY CORPS
SHEET
S O
L
IC
IT
A T
IO
N N
O
D A
T E
P L
O T D
A T
E /T
IM
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IS
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R1
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ZERO RANGE
LANDFILL
No. 8
SMALL ARMS RANGES
R45 R44
R43
FIELD FIRE RANGE
R4
RECORD FIRE RANGE
R5
ZERO FIRE RANGE
R6
AUTOMATIC RIFLE RANGE
R7
ZERO FIRE RANGE
R8
FIELD FIRE RANGE
R9
RANGE R28
NIGHT FIRE
RANGE R28
NIGHT FIRE
FBI RANGE
A R
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SANITARY
FILL #4
(ABANDONED 1970)
SANITARY
LANDFILL #
(ABANDONED 197
0)
CONFIDENCE
COURSE
M U
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A Y
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IN
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EXTEND FNC SOUTH 12.
1 TO SW COR THEN PTB
CB
D
D
GAZEBO
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BARE WOODPOLE
COMM.
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COMM.
PED.
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METER
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IN
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N A
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PENDLETON AVE
T
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A T E R
D
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I-5
MAIN GATE
HAUL ROUTE
HAUL ROUTE
(COMMERCIAL VEHICLE ACCESS)
LOGISTICS CENTER GATE
N
D D
IV
IS
IO
N D
R
IV
E
R D D
IV
IS
IO
N D
R
IV
E
FAITH AVE
HAUL ROUTE
ALTERNATE
TO I-5, EXIT 123
AVENUE
FILLMORE
NORTH "A" STREET
SOUTH 'F' STREET
PROJECT SITE IS 4 MILES.
APPROXIMATE DISTANCE FROM LOGISTICS CENTER GATE TO 2.
AT THE CONTRACTOR'S EXPENSE.
JURISDICTION. MAINTAINING HAUL ROUTES SHALL BE SOLELY
JBLM STREETS) WITH THE APPROPRIATE AGENCIES HAVING
HAUL ROUTES (STATE HIGHWAYS, COUNTRY ROADS, CITY, OR
COORDINATE AND OBTAIN PERMITS AND APPROVALS FOR ALL 1.
NOTES:
N
0 1400' 2800'
PROJECT
INSERT VIEW
SEE INSERT VIEW
DISPOSAL SITE
B A
R R
E T
T P
E R
R Y
NOT TO SCALE
NATIONAL GUARD APRON
BUILDING
RSU
FAITH AVE
CENTER
REC
NELSON
KANDLE AVE
HQ
BDE
MED
N
D D
IV
IS
IO
N D
R
IV
E
PROJECT - FACILITY NO. 31008
UH-60 WASH RACK
PN 76777
H A
N G
A R D
R
IV
E
H A
N G
A R F
A C
IL
IT
Y C
A V
A L
R Y
A C
C
A T
T A
C K /A
S S
A U
L T
AREA
STAGING
D
AIR FIELD
NORTH RAMP
T A X I W
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EDGE UNPAVED
ACCESS RUNWAY
IG
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EXTEND FNC SOUTH 12.
1 TO SW COR THEN PTB
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D
D
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COMM.
PED.
COMM.
PED.
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BENCH
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SHED
COVEREDPICNIC AREA
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290290
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L12034
P12154
L12088
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L3
W1502
W1503
W1504
W1529
L
IN
E
X
E P
10"LINE, 40"X50" DEEP
8"LINE, 38"X4
6" DEEP
W
W
FIRE,3", 35"&
38"
1"
L
IN
E
4"
LIN
E, 15"
&19"
E
W A
T
W22
6"
"LI
NE,
PH32
PH11B
PH11
PH10A
PH10
W x
A
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IN
P
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W
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T
F
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N
ID
W
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W
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W
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W
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W
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W
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W
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W
T
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PH17
PH9
PH21
PH34
S65821
S65820
D2936
C16590
C15131
S1526
XJ
PH43
PH44
PH46
PH47
PH48
PH52
PH54
R
O
R
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S
S T E
M
R
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S
C
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D E N S
A T
R
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E
A
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E
A
RROW
N
ARROW E
W. SVC
A C
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ARROW S TO LTS
ARROW N TO LTS
END OF TRACE
R
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N
T
R
R
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P
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LE
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OF
TRACE
E
XTEND
TO
BLD
FACE
EXTEND TO BLD FACE
EXTEND TO BLD FACE
27 STALLS SOUTH
15 STALLS NORTH
HATCH STRIPES RUN NW
/SE
T A
LLS
N
O R
S T A
L L S
E
A S T
A
RROW
R
A
C
H O
A
N G
T T
T T
T
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A
N D
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Q U
A
TR
FI
R
V C
0.
X 0.
W
1.
D
G
U T T E R
P JB
1.5
N/S
1.0 E
/W
L
T
T R
A N S
R S
R
S
H
C
O R
N E R S
P MTR SITS ON 2.0 DIA CONC PAD AT GRADE
DOWN 2.95 TO W MTR NUT
DOW
N 2.0 TO W
VB NUT
B
.0
X
.0
LID
O
N
.0
X
.0
S T R
U C T U
T T
T T
A
N G
.7
F
L
.0
E
W
VA
80-
46-
E
XT
0.
WI
DE
X
0.
HI
GH
E P
PULLS
S
OUTH
BETWEEN
CURB
BREAK
DOWN 4.0
TO W VB NUT
EXT 0.75 WIDE X 0.5 HIGH
P LT SITS ON 2.0 X 2.0 CONC BASE 2.6 AG
7.0 HIGH CLF
P
B
A R E
P
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LE
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.0
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A
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F
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.3
F
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R
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CB
DCB
CB
CB
CB
CB
S
D
D
D11940
D11991
D11832
D11897 D11905
D11010
S12129
S11605
S11008
C
C
XXX
X
W11603
W11575
W11982
L11551
L11751
P11827P11937 P12151
P11233
XJ
P11227
P11568
P11571
P11522
C25042
C25043
C25044
P
IG
IN
S
ID
E
C
.2
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H
T
O
E
C
IS
1.7
H
X
IS
1.
H
X
T E
S
O U
T H
.8
F T
E
XTE
N D W
L .3
SO
U
TH
EXTEND FNC SOUTH 12.
1 TO SW COR THEN PTB
CB
D12179
D11905
D
DD11856
P11829
GAZEBO
VOLLEYBALLCOURT
BARE WOODPOLE
COMM.
PED.
COMM.
PED.
ELEC.
METER
SPIGOTBENCH
BENCH
BENCH
BENCH
SHED
COVEREDPICNIC AREA
GAZEBO
SHED
SHED
BBQ
SPORT COURT
SPORT COURT
SPORT COURT
GATE
SPIGOT
SPIGOT
SPIGOT
SPIGOT
W12207
O/W
/W
S
CB
CB
FIRE LANE FIRE LANE
LANE
LANE
F
IR
E
FIRE LANEFIRE LANE
F
IR
E L A
N
FIRE
CO
C B
XJ
C B
D11989
D11519
D11518
D11604
D11904
D11520
CBCB
RV=,,-11.6707
W
S
SD
N 646 411.31
E 1 123 920.48
N 646 377.90
E 1 123 913.43
N 646 081.52
E 1 123 782.25
N 646 083.42
E 1 123 791.45
N 646 341.68
E 1 123 738.10
N 646 339.78
E 1 123 728.90
N 646 246.81
E 1 123 124.07
N 646 272.87
E 1 123 404.94
N 646 277.51
E 1 123 948.12
N 646 299.23
E 1 123 925.20
N 646 286.66
E 1 123 874.75
N 646 263.35
E 1 123 879.56
N 646 044.90
E 1 123 452.02
N 645 988.19
E 1 123 177.49
N
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
1 2 3
C
4 5
A
B
M A
R K
A P
P R
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
D A
T E
A P
P
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
W A
S H
IN
G T
O N
S E
A T
T L E D
IS
T R
IC
T
SEATTLE DISTRICT
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DESIGN FILE:
OF ENGINEERS
US ARMY CORPS
SHEET
S O
L
IC
IT
A T
IO
N N
O
D A
T E
P L
O T D
A T
E /T
IM
E s /1
-7
W
A N
G
J
U N
E
RTA SUBMITTAL
U H -6
W
A S
H A
P R
O N
C-003
S K
R
IN
D E
G E
N E
R A
L S
IT
E P
L A
N
CONSTRUCTION LIMITS
1 GENERAL SITE PLAN
C-003 0 100' 200'
CONSTRUCTION LIMITS
HANGAR FACILITY
CAVALRY (ACC)
ATTACK/ASSAULT/
FAITH AVE
N
D D
IV
IS
IO
N D
R
IV
E
HQ
BDE
MED
CENTER
REC
NELSON
NATIONAL GUARD APRON
BUILDING
RSU
B A
R R
E T
T P
E R
R Y
SCALE: 1" = 100'-0"
BUILDING
ASOS
PROJECT - FACILITY NO. 31008
UH-60 WASH RACK
PN 76777
CONSTRUCTION LIMITS
PHASE 1B
ACS AVIATION APRON
NORTH RAMP
.5
.2
.7
.4
.4
.3
.8
.1
.0
.5
.6
.2
.4
.4
.1
.1
.0
.8
.0 2
.5
.7
.5
.5
.1
.9
.9
.1
.2
.6
.3
.7
.3
.7
.4
.8
.4
.2
.3
.1
.0
.0
.0
C-301
288.5
289.2 289.4
290290
290.5
290.6
290.9
291.4
291.5
291.5
291.5
292.2
292.3
292.4292.4
292.4
292.6
292.6 292.7
293.1
293.3
293.4
293.5
293.6
294.4 294.5
296 296
O/W
S
CB
CB
FIRE LANE FIRE LANE
LANE
LANE
F
IR
E
FIRE LANEFIRE LANE
F
IR
E L A
N E
FIRE
N
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
1 2 3
C
4 5
A
B
M A
R K
A P
P R
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
D A
T E
A P
P
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
W A
S H
IN
G T
O N
S E
A T
T L E D
IS
T R
IC
T
SEATTLE DISTRICT
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DESIGN FILE:
OF ENGINEERS
US ARMY CORPS
SHEET
S O
L
IC
IT
A T
IO
N N
O
D A
T E
P L
O T D
A T
E /T
IM
E s /1
-7
W
A N
G
J
U N
E
RTA SUBMITTAL
U H -6
W
A S
H A
P R
O N
CX101
S K
R
IN
D E
6. UTILITY PLAN, SEE SHEET CU101.
5. GRADING PLAN, SEE SHEET CG101.
4. DEMOLITION PLAN, SEE SHEET CD101.
3. SITE PLAN, SEE SHEET CS101.
2. SITE ACCESS AND HAUL ROUTE, SEE SHEET C-002.
SEE SHEET C-001.
1. LEGENDS,ABBREVIATIONS, AND GENERAL NOTES,
NOTES:
E X
IS
T
IN
G S
IT
E P
L A
N
CONSTRUCTION LIMITS
C O
N S
T R
U C
T
IO
N L
IM
IT
S
1 EXISTING SITE PLAN
SCALE: 1" = 60'-0"CX101 0 60' 120'
PCC PAVEMENT
T R
E N
C H D
R A
IN
T R
E N
C H D
R A
IN
AC PAVEMENT
DRAINFIELD
TIEDOWN (TYP.)
EDGE OF ASPHALT SHOULDER
(TYP.)
MARKINGS
PAVEMENT
HANGAR FACILITY
ATTACK/ASSAULT/CAVALRY (AAC)
T R
E N
C H D
R A
IN
EDGE OF CONCRETE PAVEMENT
PAVEMENT
CONCRETE
EDGE OF
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
B A
R R
E T
T P
E R
R Y
PHASE 1B
ACS AVIATION APRON
APRON
ACC HANGAR
TELECOM DUCTBANK
EXISTING
CONSTRUCTION LIMITS
CONC DITCH BOTTOM
CB CB
CB
D
OS
A V
FIRE LANEFIRE LANE
F
IR
E L A
N E
173.5'
14.5'
17.5'
.1
N
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
1 2 3
C
4 5
A
B
M A
R K
A P
P R
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
D A
T E
A P
P
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
W A
S H
IN
G T
O N
S E
A T
T L E D
IS
T R
IC
T
SEATTLE DISTRICT
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DESIGN FILE:
OF ENGINEERS
US ARMY CORPS
SHEET
S O
L
IC
IT
A T
IO
N N
O
D A
T E
P L
O T D
A T
E /T
IM
E s /1
-7
W
A N
G
J
U N
E
RTA SUBMITTAL
U H -6
W
A S
H A
P R
O N
CD101
S K
R
IN
D E
D E
M O
L
IT
IO
N P
L A
N
CONSTRUCTION LIMITS
C O
N S
T R
U C
T
IO
N L
IM
IT
S
C O
N S
T R
U C
T
IO
N L
IM
IT
S
0 20' 40'
SCALE: 1" = 20'-0"
DEMOLITION PLAN
CD101
EDGE OF AC SHOULDER
(TYP.)
TIE DOWNS
HELICOPTER
(TYP. 6 PLCS.)
TIE DOWNS
HELICOPTER
REMOVE
T R
E N
C H D
R A
IN
T R
E N
C H D
R A
IN
DRAINFIELD
HANGAR FACILITY
ATTACK/ASSAULT/CAVALRY (ACC)
B A
R R
E T
T P
E R
R Y
SEE NOTE 2
TYP. 44 PLCS.
12" CONCRETE PANELS
REMOVE
PHASE 1B
ACS AVIATION APRON
SEE NOTE 2.
TYP. 8 PLCS.
9" CONCRETE PANELS
REMOVE
TELECOM DUCTBANK
EXISTING
APRON
AAC HANGAR
SEE NOTE 1
APRON EDGE LIGHT
DEMO
DEMOLITION
TO BE PROTECTED DURING
EXISTING TRENCH DRAIN
DEMOLITION
TO BE PROTECTED DURING
EXISTING TRENCH DRAIN
NO LONGER REQUIRED.
OR JET/PROP BLASTS. REMOVE BARRICADE WHEN
AND FABRIC TO PREVENT DISPLACEMENT BY WIND
PREVENT THE SPREAD OF DEBRIS. ANCHOR THE FENCE
A FENCE COVERED WITH A FABRIC DESIGNED TO
SPREAD OF FOD. THE BARRICADE SHALL INCLUDE
AT THE CONTRACTOR'S EXPENSE TO CONTROL THE
CONTRACTOR TO INSTALL A TEMPORARY BARRICADE
4. THE CONTRACTING OFFICER WILL REQUIRE THE
HAULING OPERATIONS.
SHALL OPERATE CONTINUOUSLY DURING CONTRACTOR
TO CLEAN AIRFIELD PAVEMENT. THE VACUUM TRUCK
TRUCK WHICH IS SPECIFICALLY MANUFACTURED
PROVIDE A SELF-CONTAINED PAVEMENT VACUUMING
AND VACUUMED CLEAN. THE CONTRACTOR SHALL
SHALL BE CONTINUOUSLY POWER BROOMED
TRAFFICKED AREAS BY CONSTRUCTED EQUIPMENT
TRAVERSED BY THE CONTRACTOR'S VEHICLES.
CONTROL ON ALL ACTIVE AIRFIELD PAVEMENT THAT IS
3. PERFORM DAILY FOD (FORIEGN OBJECT DEBRIS)
ACCORDANCE WITH SECTION 32 13 11.
2. EXISTING CONCRETE SHALL BE REMOVED IN
LIGHTS IN CIRCUIT.
ENSURE POWER CONTINUITY TO REMAINING
1. DEMOLISH EXISTING APRON EDGE LIGHT.
REMOVE AC SHOULDER
FIRE LANEFIRE LANE
F
IR
E L A
N E
FIRE LANEFIRE LANE
F
IR
E L A
N E
S
CB
CBCB
W
S
SD
195'
173.5'
.1
T Y
P
17'
61'
25'
61'
18'
14.5'
10' TYP.
N 646 179.29
E 1 123 167.90
N 646 233.32
E 1 123 182.32
28.5' 72.5'
17.5'
N 646 066.13
E 1 123 237.96
N 646 097.68
E 1 123 390.74
N 646 223.81
E 1 123 383.41
N 646 117.25
E 1 123 386.70
N 646 112.83
E 1 123 405.49
N 646 115.77
E 1 123 419.69
N 646 120.81
E 1 123 403.83
N 646 238.33
E 1 123 379.56
N 646 226.57
E 1 123 396.80
N 646 203.23
E 1 123 209.64
N 646 272.61
E 1 123 372.48
64'42'
3'
TYP.
T Y
P
D
D
OS
15'
R 15'
R
46' 81.5'
N
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
1 2 3
C
4 5
A
B
M A
R K
A P
P R
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
D A
T E
A P
P
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
W A
S H
IN
G T
O N
S E
A T
T L E D
IS
T R
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SEATTLE DISTRICT
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OF ENGINEERS
US ARMY CORPS
SHEET
S O
L
IC
IT
A T
IO
N N
O
D A
T E
P L
O T D
A T
E /T
IM
E s /1
-7
W
A N
G
J
U N
E
RTA SUBMITTAL
U H -6
W
A S
H A
P R
O N
CS101
S K
R
IN
D E
S
IT
E P
L A
N
CP501
CP501
PCC PAVEMENT
CP501
CP501
AC PAVEMENT
CP501
CP501
CP501
CONNECTION
PAVEMENT
AC SHOULDER
PCC APRON TO
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
C O
N S
T R
U C
T
IO
N L
IM
IT
S
C O
N S
T R
U C
T
IO
N L
IM
IT
S
AC PAVEMENT (TYP)
NEW AND EXISTING
JUNCTION BETWEEN
0 20' 40'
SCALE: 1" = 20'-0"
SITE PLAN
CS101
C L E
A R
A N
C E
C-501
PADS
HOSE REEL
RINSE WATER
DETERGENT AND
CP501
HANGAR FACILITY
ATTACK/ASSAULT/CAVALRY (ACC)
T R
E N
C H D
R A
IN
T R
E N
C H D
R A
IN
PCC PAVEMENT
BAY #1
WASH RACK
CP501
PCC PAVEMENT
BAY #2
WASH RACK
PCC CURB
PCC CURB
PADS
HOSE REEL
RINSE WATER
DETERGENT AND
C-501
EDGE OF NATIONAL GUARD APRON BOUNDARY LINE (DOUBLE YELLOW LINES)
SEE SHEET ES101
ELECTRICAL SITE PLAN
NEW TRANSFORMER
CONSTRUCTION LIMITS
B A
R R
E T
T P
E R
R Y
EXISTING TRENCH DRAIN
AAC HANGAR APRON
CP501
CP501
EXISTING TRENCH DRAIN
PHASE 1B
ACS AVIATION APRON
CP501
PHASE 1B
ACS AVIATION APRON
APRON
AAC HANGAR
CB
PCC CURB
STATION
SEWAGE LIFT
TRAP VAULT
SEDIMENT
SEPARATOR
280 GPM OIL/WATER
AREA
HYDROSEED
OUTLET PROTECTION
C-501
C-504
C-503
C-503
TRENCH DRAIN
TRENCH DRAIN
C-503
C-503
EXISTING WATERLINE
TELECOM DUCTBACK
EXISTING
SHEET E-001.
7. ELECTRICAL LEGEND AND ABBREVIATIONS, SEE
6. UTILITY PLAN, SEE SHEET CU101.
5. GRADING PLAN, SEE SHEET CG101.
4. DEMOLITION PLAN, SEE SHEET CD101.
3. SITE PLAN, SEE SHEET CS101.
2. SITE ACCESS AND HAUL ROUTE, SEE SHEET C-002.
SEE SHEET C-001.
1. LEGENDS,ABBREVIATIONS, AND GENERAL NOTES,
NOTES:
SEE MECHANICAL
EQUIPMENT SHED
WASH
AREA
HYDROSEED
YELLOW STRIPE (TYP.)
6" REFLECTORIZED
YELLOW STRIPE
6" REFLECTORIZED
START OF NEW
C-501
TO ELEVATION OF NEW PAVEMENT.
8. CONTRACTOR SHALL RAISE EXISTING MANHOLES
NOTES: (CONT.)
NOTE 8
SEE
NOTE 8
SEE
A
CP-501
IR
E L A
N E
S
CB
CBCB
W
S
SD
N
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
1 2 3
C
4 5
A
B
M A
R K
A P
P R
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
D A
T E
A P
P
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
W A
S H
IN
G T
O N
S E
A T
T L E D
IS
T R
IC
T
SEATTLE DISTRICT
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DESIGN FILE:
OF ENGINEERS
US ARMY CORPS
SHEET
S O
L
IC
IT
A T
IO
N N
O
D A
T E
P L
O T D
A T
E /T
IM
E s /1
-7
W
A N
G
J
U N
E
RTA SUBMITTAL
U H -6
W
A S
H A
P R
O N
CP101
0 20' 40'
SCALE: 1" = 20'-0"CP101
F E
ID
E R
B A
R R
E T
T
AIRFIELD PAVING PLAN
A
IR
F
IE
L D P
A V
IN
G P
L A
N
2. PAVEMENT SECTIONS, SEE SHEET CP501.
SEE SHEET C-001.
1. LEGENDS,ABBREVIATIONS, AND GENERAL NOTES,
NOTES:
PAVING LEGEND
4" AC SHOULDER
P E
R R
Y
12" PCC
APRON
AAC HANGAR
PHASE 1B
ACS AVIATION APRON
CONSTRUCTION LIMITS
IR
E L A
N E
S
CB
CBCB
S
SD
18.5' 17.5' 17.5'6 @ 20.0' = 120.0'
.0
.0
.5
.0
.5
.0
14' 12 @ 14.5' = 174.0'
.1
.1
.0
.0
.3
.9
N
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
1 2 3
C
4 5
A
B
M A
R K
A P
P R
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
D A
T E
A P
P
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
W A
S H
IN
G T
O N
S E
A T
T L E D
IS
T R
IC
T
SEATTLE DISTRICT
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DESIGN FILE:
OF ENGINEERS
US ARMY CORPS
SHEET
S O
L
IC
IT
A T
IO
N N
O
D A
T E
P L
O T D
A T
E /T
IM
E s /1
-7
W
A N
G
J
U N
E
RTA SUBMITTAL
U H -6
W
A S
H A
P R
O N
CP102
0 20' 40'
SCALE: 1" = 20'-0"
F E
ID
E R
B A
R R
E T
T
A
IR
F
IE
L D J
O
IN
T L
A Y
O U
T P
L A
N
T T T T T
TE TE TE TE
E E E E
R
DOWELED CONTRACTION JOINT
SAWED CONTRACTION JOINT
THICKENED EDGE
THICKENED EDGE WITH EXPANSION JOINT
EXPANSION JOINT
STANDARD LEGEND OF PAVEMENTS
E
E
E
E
TE
TE
TETETETETETETETETETETETETETE TETETETETE
TE
TE
TE
TE
TE
TE
T
T
T
T T T T T T T T
T
TE
TE
TE
TE
TE
TE
TETETETETETETETETETETETE
RR
P E
R R
Y
APRON
AAC HANGAR
PHASE 1B
ACS AVIATION APRON
TE
TE
TE
TE
TE
TE TE
TE
TE
TE
TE
TE
TE TE TE TER R
TE TE
TE TE
TE TE
TE TE
TE TE
TE TE
T T T T
RTE
TE R
TE
TE
ETE
TE E
ETE
TE E
TE
DESIGN ENGINEER.
MADE WITHOUT WRITTEN APPROVAL OF THE
5. NO CHANGES TO THE JOINING PATTERN SHALL BE
4. JOINT DETAILS, SEE SHEET CP501 AND CP502.
BE DOWELLED.
3. ALL TRANSVERSE CONSTRUCTION JOINTS SHALL
AT SLOPE BREAK LINES.
2. DOWELED CONSTRUCTION JOINTS ARE REQUIRED
SEE SHEET C-001.
1. LEGENDS,ABBREVIATIONS, AND GENERAL NOTES,
NOTES:
CP102
AIRFIELD JOINT LAYOUT PLAN
REINFORCED SLAB
DOWELED CONSTRUCTION JOINT
CBCB
S
SD
N
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
1 2 3
C
4 5
A
B
M A
R K
A P
P R
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
D A
T E
A P
P
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
W A
S H
IN
G T
O N
S E
A T
T L E D
IS
T R
IC
T
SEATTLE DISTRICT
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OF ENGINEERS
US ARMY CORPS
SHEET
S O
L
IC
IT
A T
IO
N N
O
D A
T E
P L
O T D
A T
E /T
IM
E s /1
-7
W
A N
G
J
U N
E
RTA SUBMITTAL
U H -6
W
A S
H A
P R
O N
CP103
CP103
B A
R R
E T
T P
E R
R Y
AIRFIELD JOINT GRADING PLAN
A
IR
F
IE
L D J
O
IN
T G
R A
D
IN
G P
L A
N
7.
7.
7.
7.
7.
7.
7.
7.
7.
7.
7.
7.
7.
7.
7.
7.
6.
7.
8.
8.
8.
8.
7.
7.
7.
7.
7.
7.
8.
8.
8.
7.
7.
7.
7.
7.
7.
7.
7.
8.
8.
8.
8.
8.
8.
8.
8.
7.
7.
7.
7.
8.
8.
8.
8.
8.
8.
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7.
8.
8.
7.
7.
7.
7.
7.
7.
7.
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7.
7.
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7.
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8.
7.
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7.
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7.
7.
7.
7.
7.
7.
7.
7.
7.
8.
8.
8.
8.
8.
8.
8.
8.
8.
7.
7.
7.
7.
7.
7.
8.
7.
8.
8.
0 10' 20'SCALE: 1" = 10'-0"
7.
6.
6.
6.
6.
6.
6.
7.
7.
7.
8.
8.
7.
7.
7.
7.
7.
8.
8.
8.
8.
8.
8.
8.
8.
8.
8.
8.
8.
8.
8.
8.
8.
8.
8.
S K
R
IN
D E
T O
C .9
T O
C .6
T O
C .4
T O
C .6
T O
C .9
T O
C .1
T O
C .3
T O
C .1
T O
C .3
T O
C .5
T O
C .0
T O
C .0
T O
C .2
T O
C .2
T O
C .2
T O
C .2
T O
C .2
T O
C .2
T O
C .2
T O
C .2
T O
C .9
T O
C .9
T O
C .9
T O
C .9
T O
C .9
T O
C .9
T O
C .9
PRIOR TO DEMOLITION.
3. FIELD VERIFY EXISTING PANEL ELEVATIONS
WHERE "TOC" INDICATES TOP OF CURB ELEVATION
2. ELEVATIONS SHOWN ARE FINISHED GRADE EXCEPT
SEE SHEET C-001.
1. LEGENDS,ABBREVIATIONS, AND GENERAL NOTES,
SEE NOTE 1
MIN.
COURSE
4" BASE
1'- 2 1/8"
12"
MIN.
12"
EXISTING GRATE (SEE NOTE 2)
P
C C
P
C C
SEE NOTE 1
COURSE
6" BASE
P
C C
P
C C
10"
MIN. MIN.
M
IN
12" 12"
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
1 2 3
C
4 5
A
B
M A
R K
A P
P R
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
D A
T E
A P
P
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
W A
S H
IN
G T
O N
S E
A T
T L E D
IS
T R
IC
T
SEATTLE DISTRICT
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DESIGN FILE:
OF ENGINEERS
US ARMY CORPS
SHEET
S O
L
IC
IT
A T
IO
N N
O
D A
T E
P L
O T D
A T
E /T
IM
E s /1
-7
W
A N
G
J
U N
E
RTA SUBMITTAL
U H -6
W
A S
H A
P R
O N
ACC HANGAR APRON
EXISTING
EXPANSION JOINT
THICKENED EDGE
EXISTING
6" O.C.
#4 REBAR
EXISTING GRATE (SEE NOTE 2)
EXPANSION JOINT
THICKENED EDGE
EXISTING
6" O.C.
#4 REBAR
CP501
B A
R R
E T
T
COMPACTED SUBGRADE COMPACTED SUBGRADE
SEE NOTE #2
BASE COURSE
6" THICK AGGREGATE
8'-0
TACK COAT
CLEAN AND
NEW BASE COURSE
1'-0 MIN. 1'-0 MIN.
EXISTING BASE MATERIALS
EXISTING AC PAVEMENT
AND TACK COAT
SAWCUT FULL DEPTH
NEW AC PAVING
PAVEMENT
EDGE OF EXISTING
TO BE REMOVED
EXISTING PAVING
12" THICK PCC
NOT TO SCALENOT TO SCALE1
NOT TO SCALENOT TO SCALE2
TYPICAL AC PAVEMENT SECTION
TYPICAL PCC
PAVEMENT SECTION NOT TO SCALENOT TO SCALE3
PCC APRON TO AC SHOULDER PAVEMENT CONDITION
NOT TO SCALENOT TO SCALE4
EXISTING FLEXIBLE PAVEMENTS
JUNCTION BETWEEN NEW AND
5'-0" MIN.
12" THICK PCC
SEE NOTE #1
BASE COURSE
6" THICK RIGID
NOT TO SCALENOT TO SCALE8
NOT TO SCALENOT TO SCALE6
NOT TO SCALENOT TO SCALE7
SPACING OF ANCHOR BARS
1" R
1" R.
10"
2 1/2" 5" 2 1/2"
/2
R .1
/2 " R
NOT TO SCALENOT TO SCALE5
1" MIN. (TYP.)
12" 12"
12" 12"
# 3 BARS (TYP.)
NEW PCC
.5
M
IN
T Y
P
EXPANSION JOINT
THICKENED EDGE
INTO HARDENED CONCRETE
DOWEL AND EPOXY #3 BAR
PCC CURB
CP501
CP501
REPOSE
ANGLE OF
PAVEMENT PANEL IN THE DIRECTION OF THE CURB.
EXTRUDED CURBS AT HALF THE WIDTH OF THE CONCRETE
4. PROVIDE CONTRACTION JOINTS FOR CEMENT CONCRETE
CP102 FOR AIRFIELD PAVEMENT.
SHALL BE OF THE SAME JOINT TYPE AS SHOWN ON SHEET
3. JOINT TYPES FOR CEMENT CONCRETE EXTRUDED CURB
CURB.
CONCRETE PAVEMENT PANEL IN THE DIRECTION OF THE
AIRFIELD PAVEMENT AND AT HALF THE WIDTH OF THE
OCCUR AT THE LOCATIONS SHOWN ON SHEET CP102 FOR
2. JOINTS FOR CEMENT CONCRETE EXTRUDED CURB SHALL
A SAWCUT AFTER CONCRETE CURES TO MINIMUM STRENGTH.
1. JOINTS SHALL BE FORMED DURING INSTALLATION USING
PCC CURB NOTES:
E
ID
E R
P E
R R
Y
CAST - IN - PLACE.
3. TRENCH DRAIN MAY BE PRECAST OR
C-17 AIRCRAFT LOADING.
RATED LOAD CLASS F CAPABLE OF WITHSTANDING
2. SLOTTED HEAVY DUTY DUCTILE IRON GRATE
EDGE.
ABOVE THE TOP OF THE EDGE CHANNEL
SURROUND MUST BE APPROX. 1/8"
1. THE FINISHED LEVEL OF THE CONCRETE
DRAIN NOTES:
EXISTING TRENCH
CAST - IN - PLACE.
3. TRENCH DRAIN MAY BE PRECAST OR
2. NEENAH R-4993 TYPE T GRATING OR EQUAL.
EDGE.
ABOVE THE TOP OF THE EDGE CHANNEL
SURROUND MUST BE APPROX. 1/8"
1. THE FINISHED LEVEL OF THE CONCRETE
DRAIN NOTES:
EXISTING TRENCH
S E
C T
IO
N S A
N D D
E T
A
IL
S A
IR
F
IE
L D P
A V
E M
E N
T
HMA SURFACE COURSE
4" THICK
HMA INTERMEDIATE COURSE
2" THICK
HMA SURFACE COURSE
4" THICK
HMA INTERMEDIATE COURSE
2" THICK
BETWEEN JOINTS (TYP.)
VARIES (SEE PCC CURB NOTE 2)
EXISTING TRENCH DRAIN SECTION
AAC HANGAR APRON
EXISTING TRENCH DRAIN SECTION
ACS AVIATION APRON, PHASE 1B
EXPANSION JOINT
THICKENED EDGE
COAT
TACK
PRIME COAT
TACK COAT
COAT
PRIME
COURSE
6" RIGID BASE
COURSE
6" RIGID BASE
SEE NOTE #1
BASE COURSE
6" THICK
AS DIRECTED BY CO.
OF EXISTING PAVEMENT AT CONTRACTOR'S EXPENSE,
RESULT IN ADDITIONAL REMOVAL AND REPLACEMENT
AS DETERMINED BY CONTRACTING OFFICIER, SHALL
3. ANY UNDERMINING OR LOSS OF PAVEMENT SUPPORT,
SPECIFICATIONS.
COURSE, REFER TO SECTION 32 11 23 OF THE PROJECT
2. FOR MATERIAL SPECIFICATIONS FOR AGGREGATE BASE
SPECIFICATIONS.
REFER TO SECTION 32 11 16 OF THE PROJECT
1. FOR MATERIAL SPECIFICATIONS FOR BASE COURSE,
PAVEMENT NOTES:
CROSS SECTION
SEE NOTE #2
BASE COURSE
6" THICK AGGREGATE
BELOW TOP OF PAVEMENT
FINISH GRADE SHALL BE 1.5"
0.75%
SATISFACTORY FILL
E D
G E
E
A R Z
O N
E
E D
G E
G E
R O
N
S H
O U
L D
E R
HORIZONTAL SCALE: 1" = 50'
VERTICAL SCALE: 1" = 10'
320320
11+00 12+00 13+00 14+00 15+00 16+00
E L E
V A
T
IO
N2.0%
2.8%
THRU B-304.
DATA . SHEETS B-301
EXPLORATION LOG
EXISTING GROUND
.2
T T
3/4"
5' MIN.
1/ 8"
SEALANT DETAIL
SEE JOINT
(INCHES)
LENGTH
DOWEL
MINIMUM
(INCHES)
SPACING
DOWEL
MAXIMUM
12"
TABLE 1
AND TYPE
DOWEL DIA. (D)
20" 15"
S A
W C
U T F
IR
S T C
U T
1/2" TO 5/8"
/2
M
IN
/2
M
IN
. 3/4"
1/2" TO 5/8"
/2
M
IN
T /2
T
1/2 DOWEL LENGTH
SEALANT DETAIL
SEE JOINT
T /2
T
1/2" DOWEL LENGTH
T /2
T
1/2" DOWEL LENGTH
12"
TABLE 2
(T)
INCHES
THICKNESS
PAVEMENT
1" BAR
THICKNESS
PAVEMENT
SAWCUT
FIRST
3"
AT ALL TIMES.
PREFORMED COMPRESSION SEAL MUST BE IN COMPRESSION1.
NOTE:
T
CP502
S E
E T
A B
L E
S P
E C
S
M A
N U
F A
C T
U R
E R 'S
P E
R J
O
IN
T S
E A
L A
N T
BELOW PAVEMENT
1/8" TO 1/4"
TOP OF SEALANT
SEAL
COMPRESSION
PREFORMED
AS SPECIFIED
LUBRICATE
PCC PAVEMENT
S P
E C
S
M A
N U
F A
C T
U R
E R 'S
P E
R J
O
IN
T S
E A
L A
N T
S P
E C
S
M A
N U
F A
C T
U R
E R 'S
P E
R J
O
IN
T S
E A
L A
N T
BELOW PAVEMENT
1/8" TO 1/4"
TOP OF SEALANT
PCC PAVEMENT
AS SPECIFIED
LUBRICATE
SEAL
COMPRESSION
PREFORMED
S P
E C
S
M A
N U
F A
C T
U R
E R 'S
P E
R J
O
IN
T S
E A
L A
N T
PCC PAVEMENT
AS SPECIFIED
LUBRICATE
SEAL
COMPRESSION
PREFORMED
BELOW PAVEMENT
1/8" TO 1/4"
TOP OF SEALANT
T = PAVEMENT THICKNESS
JOINT FILLER
NON-EXTRUDING
PREFORMED
SEALANT DETAIL
SEE JOINT
FOR LOCATION
SEE SHEET CS101
PCC CURB
5' MIN.
.2
T T
T = PAVEMENT THICKNESS
FOR LOCATION
SEE SHEET CS101
PCC CURB
FOR SIZE AND SPACING
SEE TABLE 1
T = PAVEMENT THICKNESS
T = PAVEMENT THICKNESS
T = PAVEMENT THICKNESS
OR DOWEL
PAINT AND OIL ONE END
T = PAVEMENT THICKNESS
THE DRILLED HOLES USING AN EPOXY RESIN GROUT.
CONCRETE AND THE DOWELS SHALL BE BONDED IN
THAN THE DOWEL SHALL BE DRILLED IN THE EXISTING
HOLES APROXMATELY1/8…
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