Volume_2_FY20_P2-465896_WYCK_DRAWING_PACKAGE.pdf
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- W912DW19B0006
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Invitation for Bid (IFB) W912DW19B0006, Wyckoff Access Road Construction, Bainbridge Island, WA Drawings, File 2 of 4
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E -5
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7+00
0 3 0 3
0 4 0 4 0 4
6+40
6+60
6+80
7+20
7+4
PAVEMENT
ASP
HALT
C-1850
C-1851
C-1856
P A
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M E
N T
A S
P H
A L T
O H
P
D
O H
P
B
O H
P
A
O H
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O H
P
E
W-2139
CTRL-1656
SIGN
PARKING
(8'H) NO
W A
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R E
TA
IN
IN
T A
IR
S
DITCH TOP
O H
P
B
O H
P
A
O H
P
C
CTRL-200
CTRL-201
CTRL-457
CTRL-456
V-DITCH
CONSTRUCTION LIMITS
DRAINAGE SWALE
FOR PI#2
SITE PLAN
SEE GENERAL
TYP
WATER BAR
2H:1V
2H:
1V
2H:1V
CONSTRUCTION LIMITS
SEE NOTE 2
PROTECT TREE
SEE NOTE 2
PROTECT TREE
SEE NOTE 2
PROTECT TREE
2'-0
5'-45 1/8
TOE OF SLOPE
TOE OF SLOPE
SWALE
WITH DRAINAGE
TYPICAL SECTION
WITH V - DITCH
TYPICAL SECTION
TOE OF SLOPE
STA 5+22 TO 5+25.23
SWALE
WITH DRAINAGE
TYPICAL SECTION
TRANSITION TO
ROCK PAD
PLANTING BERM
PLANTING BERM
PLANTING BERM
EOP
EOP
IN V-DITCH TYP
ROCK CHECK DAM
SWALE TYP
DAM IN DRAINAGE
ROCK CHECK SEE NOTE 2
PROTECT TREE
C
+ 24.58
C
+ 29.56
+ 35.39
+ 36.57
C
+ 39.35
10'
C
+ 46.64
+ 51.56
+ 51.66
TYP10
+ 53.46
+ 54.36
C
C
+ 61.70
+ 64.31
+ 65.54
W
STA 4+72 TO 4+52
TO 14' LANE
TRANSITION
+ 67.51
20' TYP7
D
C
+ 72.57
+ 72.66
STA 3+42 TO 3+74
WITH V-DITCH
TYPICAL SECTION
TRANSITION TO
2H:1V
+ 74.49
W
+ 76.67
+ 78.48
C
S E
E S
H E
E T C
S
M A
T C
H L
IN
E
SEE SHEET CS103
MATCHLINE
+ 81.52
+ 82.49
+ 84.32
+ 85.64
W
DC
SPA
W
C
+ 97.55
T
Y P
T
Y P
100100
100100
E L E
V A
T
IO
N F
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50'
S=-8.122%
P V
C
S
T A
.1
E
L .9
P V
T
S
T A
.1
E L .9
V P I S
T A
.1
E L E
V
.9
S=-12.000%
EXSISTING GRADE
PROPOSED GRADE
K= 12.893
E= 0.476
VERTICAL CURVE 2
CS102
L L E J
O N
GENERAL NOTES:
0 20' 40'
N
M P
E E
L E
D1
0 20' 40'A1
SITE PLAN 2
PROFILE 2
P L
A N A
N D P
R O
F
IL
E
1" = 10' VERTICAL
1" = 20' HORIZONTAL
1" = 20'
A1
C-502
F1
C-301
F7
C-502
F6
C-301
G
K A
T O
SPEC SECTIONS FOR REQUIREMENTS.
PROTECT TREE: SEE LANDSCAPE PLANS, DETAILS &2.
SEE SHEET C-001.
FOR LEGEND, ABBREVIATIONS, AND GENERAL NOTES,1.
B1
C-502
D1
C-502
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DAM IN DRAINAGE
ROCK CHECK
WATER BAR
TOE OF SLOPE
CONSTRUCTION LIMITS
SEE NOTE 2
PROTECT TREE
SEE NOTE 2
PROTECT TREE
SEE NOTE 2
PROTECT TREE
SWALE
DRAINAGE
STA
9+
.1
TO
9+
TO
' L
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TRANSI
TI
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SWALE
WITH DRAINAGE
TYPICAL SECTION
STA 8+75.5 TO 9+07.7
TO 14' LANE
TRANSITION
ROCK PAD
STA 8+28 TO 9+03
SLOPE
PARKING AREA WITH 10H:1V
TRANSITION INTO EXISTING
10H:1V
PLANTING BERM
EOP
EOP
W
+ 1 .6
W
+ 1 .4
+ 1 .4
C
W
+ 2 .3
W
C
+ 2 .5
C
C
C
W
+ 2 .4
W
C
C
+ 2 .8
W
W
+ 2 .5
P
S P
A
W
WW
+ 2 .5
TYP
10'
30' TYP
STA 7+59 TO 7+91
TO 10' LANE
TRANSITION
C
+ 2 .3
+ 2 .5
+ 3 .4
+ 3 .7
W
+ 3 .7
+ 3 .3
+ 3 .4
+ 3 .5
+ 3 .6
+ 3 .6
C
+ 3 .5
+ 3 .3
+ 4 .5
D
D
W
C
+ 4 .6
W
+ 5 .5
+ 5 .6
+ 5 .4
+ 5 .3
C
' T
Y P
E L E
V A
T
IO
N F
T
E L E
V A
T
IO
N F
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50'
S=-12.000%
P V
C
S
T A
.2
E L .5
V P I S
T A
.2
E L E
V
.5
E L .6
P V
T
S
T A
.2
S=-3.307%
V P I S
T A
.9
E L E
V
.2
7PROPOSED GRADE
EXISTING GRADE
K= 5.752
E= 1.076
VERTICAL CURVE 3
CS103
L E J
O N
GENERAL NOTES:
0 20' 40'
N
M P
E E
L E
D1
0 20' 40'A1
SITE PLAN 3
PROFILE 3
P L
A N A
N D P
R O
F
IL
E
F6
C-301
1" = 20'
1" = 10' VERTICAL
1" = 20' HORIZONTAL
D1
C-502
1 6
A1
C-502
H :1
V
SPEC SECTIONS FOR REQUIREMENTS.
PROTECT TREE: SEE LANDSCAPE PLANS, DETAILS &2.
SEE SHEET C-001.
FOR LEGEND, ABBREVIATIONS, AND GENERAL NOTES,1.
D1
C-401
G .K
A T
ENLARGE SWALE PLAN
L
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A T
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N N
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D W
N B
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C K
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US Army Corps
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File Path: I:\AECDesigns\FY20_P2-465896_WYCK\Con_Docs\CAD_Sheets\Civil\FY20_P2-465896_WYCK_CS104 - SIGNAGE AND STRIPING PLAN 1.dgn
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SEE NOTE 3
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STOP LINE
S E
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H E
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0+00
1+00
2+00
0+20
0+40
0+60
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1+20
1+40
1+60
1+80
2+20
2+40
EAGLE
H
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DRIV
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M E
N T
A S P
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P
AVEMENT
O H
P
D
O H
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B O
H P
A
O H
P
C
O H
P
E
SI
GNSP
EED
SI
GNSP
GNSTOP
SI
GNTRAFF
IC
O H
P
B O
H P
A
O H
P
C
W
D
C
W
C
STA 2+05 TO 3+45
GUARDRAIL
TO FACE OF GUARDRAIL
3' OFFSET FROM EDGE OF PAVEMENT
RATED TERMINAL
PROVIDE CRASH
W
D
C CONSTRUCTION LIMITS
S P
A
W
C
C
W
C
C
C
C
RIGHT TURN ONLY SIGN
STOP SIGN WITH
SEE NOTE 2
4" YELLOW CENTERLINE STRIP
C
C
C
W
C
C
W
W
W D
WITH 12% GRADE SIGN BELOW
15 MPH SPEED LIMIT SIGN
SEE NOTE 3
PROTECT TREE
ANCHOR TERMINAL
SEE NOTE 3
PROTECT TREE
CS104
L E J
O N
GENERAL NOTES:
0 20' 40'
N
M P
E E
L E
A1 1" = 20'
SIGNAGE AND STRIPING PLAN 1
S
IG
N A
G E A
N D S
T R
IP
IN
G P
L A
N
SPEC SECTIONS FOR REQUIREMENTS.
PROTECT TREE: SEE LANDSCAPE PLANS, DETAILS &3.
SPACED 30' APART.
4" YELLOW CENTERLINE STRIPE 10' IN LENGTH 2.
SEE SHEET C-001.
FOR LEGEND, ABBREVIATIONS, AND GENERAL NOTES,1.
E8
C-503
B1
C-509
A1
C-505
0 20' 40'
A5
C-503
E1
C-503
A1
C-503
A3
C-503
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US Army Corps
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File Path: I:\AECDesigns\FY20_P2-465896_WYCK\Con_Docs\CAD_Sheets\Civil\FY20_P2-465896_WYCK_CS105 - SIGNAGE AND STRIPING PLAN 2.dgn
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SEE NOTE 3
PROTECT TREE
ANCHOR TERMINAL
SEE NOTE 3
PROTECT TREE
S E
E S
H E
E T C
S
M A
T C
H L
N 229 014.85 E 1 229 201.22
N 229 034.06 E 1 229 217.37
6+00
7+
5+60
5+80
6+20
6+40
6+6
6+
P A
V E
M E N T
G R
A V E L
V E
M E
N T
A S P
H A
L T
C
C
C
C
C
P A
V E
M E
N T
A S P
H A
L T
S
H P
E
C
C
W
(A P S
W
W
W
W
D
D
WALK TRAIL
WALL
RETAINING
S T
A
IR
S
D
IT
C H
C E N
TE
R
LI
N E
DIT
CH
TOP
O H P
B
O H P
A
O H P
C
M B
W
W
C
W
C
W
W
C
C
C
CROSSWALK STRIPING
C
W
W
C
C
15 MPH SPEEDLIMIT SIGN
CROSSWALK SIGN
W
P
S P
A
W
W
C
SEE NOTE 2
4" YELLOW CENTERLINE STRIPE
W
P
C
D
D W
C
STA 6+20 TO 7+40
GUARD RAIL
FACE OF GUARDRAIL
OF PAVEMENT TO
3' OFFSET FROM EDGE
RATED TERMINAL
PROVIDE CRASH
W
D
P
W
D
W
P
D
C
W
C
W
D
C
SEE NOTE 3
PROTECT TREE
SEE NOTE 3
PROTECT TREE
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
CS105
L E J
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GENERAL NOTES:
0 20' 40'
N
M P
E E
L E
1" = 20' A1
SIGNAGE AND STRIPING PLAN 2
S
IG
N A
G E A
N D S
T R
IP
IN
G P
L A
N
D3
C-503
A3
C-503
SPEC SECTIONS FOR REQUIREMENTS.
PROTECT TREE: SEE LANDSCAPE PLANS, DETAILS &3.
SPACED 30' APART
4" YELLOW CENTERLINE STRIPE 10' IN LENGTH 2.
SEE SHEET C-001.
FOR LEGEND, ABBREVIATIONS, AND GENERAL NOTES,1.
G
K A
T O
B1
C-509
A1
C-505
A3
C-503
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N N
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109876 of Engineers
US Army Corps
SHEET ID
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File Path: I:\AECDesigns\FY20_P2-465896_WYCK\Con_Docs\CAD_Sheets\Civil\FY20_P2-465896_WYCK_CU101 - GRADING AND STORM DRAINAGE PLAN 1.dgn
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SEE NOTE 2
PROTECT TREE
TYP
WATER BAR
S E
E S
H E
E T C
U
M A
T C
H L
IN
E
' T
Y P
0+00
1+00
2+00
0+20
0+40
0+60
0+80
1+20
1+40
1+60
1+80
2+20
2+40
EAGLE
H
ARBOR
DRIV
E
NE
P A
V E
M E
N T
A S P
H A L T
ASP
HALT
ASP
HALT
P
AVEMENT
O H
P
D
O H
P
B O
H P
A
O H
P
C
O H
P
E
SI
GNSP
GNSP
GNSTOP
SI
GNTRAFF
IC
O H
P
B O
H P
A
O H
P
C
W
66.87
66.92
67.16
67.40
+ 6 7.
69.41
D
C
71.51
71.71
71.91
+ 7 2.
+ 7 2.
73.08
75.17
75.39
75.59
75.60
W
+ 7 6.
77.74
78.03
78.33
+ 7 8.
79.08
C
+ 8 1.
81.46
+ 8 1.
51 + 8
1.
81.74
+ 8 2.
+ 8 3.
83.95
+ 8 4.
+ 8 4.
+ 8 5.
W
86.05
86.33
+ 8 6.
86.61
D
+ 8 7.
+ 8 8.
+ 8 8.
C
+ 8 9.
90.04
90.34 S
P A
90.61
90.64
E 1 228 857.88 N 228 730.78
IE 91.73
OUTLET
91.23
+ 9 1.
SEE NOTE 3
ROCK PAD
E 1 228 846.29 N 228 722.04
IE 92.91
INLET
92.41
92.73 92.93
93.67
W
93.7394.15
94.21
15'- 12" CMP CULVERT
CONSTRUCTION LIMITS
95.40
C
C
97.50
+ 9 7.
+ 9 7.
+ 9 7.
97.70 97.90
98.20
98.98
PLANT BERM
+ 9 9.
23 W
C
C
C
100.31
100.47
100.50
+ 1 .5
100.70
100.72
100.79
C
101.08
101.10
101.19
+ 1 .3
101.49
C
+ 1 .6
+ 1 .7
C
102.08
C
102.24 W
C
C
+ 1 .4
W
+ 1 .4
W
W
+ 1 .6
+ 1 .1
D
SEE NOTE 2
PROTECT TREE
CHECK DAM
SEE NOTE 2
PROTECT TREE
PLANT BERM
PLANT BERM
TYP10
CU101
L E J
O N
GENERAL NOTES:
0 20' 40'
N
M P
E E
L E
A1 1" = 20'
GRADING AND STORM DRAINAGE PLAN 1
G R
A D
IN
G A
N D S
T O
R M D
R A
IN
A G
E P
L A
N
G
K A
T O
F1
C-502
C7
C-502
C7
C-502
C7
C-502
BE FLUSH WITH EXISTING GRADES
4"-8" QUARRY SPALL ROCK PAD, 3'X3'X1'D. PAD SHALL 3.
SPEC SECTIONS FOR REQUIREMENTS.
PROTECT TREE: SEE LANDSCAPE PLANS, DETAILS &2.
SEE SHEET C-001.
FOR LEGEND, ABBREVIATIONS, AND GENERAL NOTES,1.
E1
C-511WOOD FENCE
SPLIT RAIL
A1
C-511TYP
FLEXIBLE GUIDE POST
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109876 of Engineers
US Army Corps
SHEET ID
IS
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File Path: I:\AECDesigns\FY20_P2-465896_WYCK\Con_Docs\CAD_Sheets\Civil\FY20_P2-465896_WYCK_CU102 - GRADING AND STORM DRAINAGE PLAN 2.dgn
Plot Date:
F Y P
-4
W
Y C
K
S E
A T
T L E
W A
S H
IN
G T
O N
E
A S
T M
A R
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IN
A L W
A Y S
O U
T H
R O
B E
R T L
Y U
S T
A N
S I
D
W Y
C K
O F F A
C C
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SEE NOTE 2
PROTECT TREE
SEE NOTE 2
PROTECT TREE
PLANTING BERM
PLANTING BERM
TYP
WATER BAR
S E
E S
H E
E T C
U
M A
T C
H L
P2 ' S
P A C
IN
G
6+00
7+
5+60
5+80
6+20
6+40
6+6
6+
P A
V E
M E N T
G R
A V E L
V E
M E
N T
A S P
H A
L T
C
C
C
C
C
P A
V E
M E
N T
A S P
H A
L T
S
H P
E
C
C
W
(A P S
W
W
W
W
D
D
WALK TRAIL
WALL
RETAINING
S T
A
IR
S
D
IT
C H
C E N
TE
R
LI
N E
DIT
CH
TOP
O H P
B
O H P
A
O H P
C
M B
16.47
GRADE
MATCH EXISTING
16.90 17.47
17.81
W
+ 1 8.
18.69
W
C
+ 1 9.
19.07
W
19.27
19.47
+ 1 9.
+ 1 9.
C 19.77
W
20.06
20.34
+ 2 0.
W
20.54
C
+ 2 0.
C
C
21.62
21.66
21.89
22.18
C
W
+ 2 2.
W
C
22.76
C
+ 2 2.
22.96
23.00
W
23.16
+ 2 3.
24.08
P
24.28
S P
A
W
W
24.48
+ 2 4.
27.70
C
28.79
28.99
29.19
+ 2 9.
+ 2 9.
31.46
+ 3 1.
32.55
W
32.83
33.11
+ 3 4.
+ 3 5.
+ 3 5.
+ 3 6.
+ 3 6.
+ 3 6.
P
C
CONSTRUCTUION LIMITS
+ 3 8.
+ 3 9.
40.94 + 4 1.
42.03
42.31
D
D W
42.59
C
W
D + 4 6.
P
48.14
W 49.23
49.51
49.79
D
+ 5 0.
CHECK DAM
+ 5 1.
+ 5 1.
+ 5 3.
W
+ 5 4.
P
54.74
D
C
W
56.13
56.43
56.71
56.99
C 61.04
CONSTRUCTUION LIMITS
+ 6 1.
+ 6 1.
63.14
63.39
63.64
+ 6 4.
65 65 + 6 5.
W
+ 6 7.
+ 6 8.
3870 70
D
C
CHECK DAM
+ 7 2.
2.
+ 7 4.
75+ 7 6.
SEE NOTE 2
PROTECT TREE
SEE NOTE 2
PROTECT TREE
SEE NOTE 3
ROCK PAD TYP
CU102
L E J
O N
GENERAL NOTES:
0 20' 40'
N
M P
E E
L E
1" = 20'
GRADING AND STORM DRAINAGE PLAN 2
G R
A D
IN
G A
N D S
T O
R M D
R A
IN
A G
E P
L A
N
A1
G
K A
T O
F1
C-502
C7
C-502
C7
C-502
BE FLUSH WITH EXISITING GRADES
4"-8" QUARRY SPALLS ROCK PAD, 3'X3'X1'D. PAD SHALL 3.
SPEC SECTIONS FOR REQUIREMENTS.
PROTECT TREE: SEE LANDSCAPE PLANS, DETAILS &2.
SEE SHEET C-001.
FOR LEGEND, ABBREVIATIONS, AND GENERAL NOTES,1.
L
IC
IT
A T
IO
N N
O
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C K
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US Army Corps
SHEET ID
IS
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U E D
A T
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File Path: I:\AECDesigns\FY20_P2-465896_WYCK\Con_Docs\CAD_Sheets\Civil\FY20_P2-465896_WYCK_C-301 - TYPICAL SECTIONS.dgn
Plot Date:
F Y P
-4
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A L W
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E -5
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2%
V-DITCH
2% 2%
2% 2%2
3'10'10'3'
2.33'
8'2.33'
GRADE
EXISTING
EXISTING GRADE
MATCH TO
4-8" QUARRY SPALLS
V-DITCH W/CHECK DAMS
ROAD SECTION
SEE TYPICAL AC
EXISTING GRADE
MATCH TO
TYPICAL PAVEMENT SECTION
C ACCESS ROADL
1 1
WITH 2" COMPOST
6" TOPSOIL MIXED
2%2%
2% 2%1
EXISTING GRADE
MATCH TO
EXISTING GRADE
HYDROSEED
DRAINAGE SWALE TYPICAL PAVEMENT SECTION EXISTING GRADE
MATCH TO
3' 14' 14' 3' 2' 10' 2'
C ACCESS ROADL
2%
2%
.5
2% 2%
GRADE
EXISTING
4-8" QUARRY SPALLS
2% 2%
GRADE
EXISTING
ROAD SECTION
SEE TYPICAL AC1
ACCESS PATH
GRAVEL
2.33' 8'
2.33'
3' 10'
12" CMP CULVERT
C ACCESS ROADL
C ACCESS ROADL
INITIAL BACKFILL TRENCH WIDTH
1'-01'-0
C-301
L E J
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M P
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L E
F1
T Y
P
IC
A L S
E C
T
IO
N S
F6
D5
C-502
D4
C-502
B3
C-501 B3
C-501
TYPICAL SECTION WITH V-DITCH TYPICAL SECTION WITH DRAINAGE SWALE
FOR UTILITY, CULVERT OR STORM DRAIN PIPES.
TYPICAL PIPE LAYING TRENCH DETAILNOTE:
ASPHALT CONCRETE PAVEMENTS
SAW CUT & TACK COAT FOR
EXISTING BASE NEW BASE COURSE EXISTING BASE
NEW PAVING
EXISTING PAVEMENT
FINAL BACKFILL
ANGLE OR REPOSE
STORM DRAIN PIPES
UTILITY, CULVERT OR
BEDDING
SEE SPECS
120°
C1
UTILITY TRENCH DETAIL
USED AS TOPSOIL (SPECIFICATION SECTION 31 00 00).
ORGANIC RICH SOILS STRIPPED FROM THE SITE MAY BENOTE:
C6
ACCESS PATH - SECTION A-A
NOT TO SCALE NOT TO SCALE
NOT TO SCALENOT TO SCALE
G
K A
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