PAVEMENT REHABILITATION PAVEMENT DETAIL 'C' · pavement detail 'c' pavement rehabilitation designed...
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PROFESSIONAL BOULEVARD STA. 22+00.00 TO STA. 25+35.68 PAVEMENT DETAIL 'C' PAVEMENT REHABILITATION DESIGNED BY: REVISION DESCRIPTION CHECKED BY: DRAWN BY: Washington County Administrative Annex. Building Phone: 240-313-2460 Fax: 240-313-2401 80 W. Baltimore St., Hagerstown, MD 21740 SHEET NO. SCALE DATE: NO. DATE BY PROJECT NO. WASHINGTON COUNTY, MARYLAND DIVISION OF ENGINEERING 10-244 APRIL 2019 TMB TMB OF 145 1"=5' TYPICAL SECTION BRIDGE OVER ANTIETAM CREEK PROFESSIONAL BOULEVARD 4 0 0 5' 10' NOT TO SCALE 4" X X CONCRETE SIDEWALK 6 x 6 - W2.9 x W2.9 WELDED WIRE FABRIC X PREPARED SUBGRADE MIN. 95% PROCTOR COMPACTION (T-180 METHOD) 4" MIN. DEPTH MD DEPT. OF TRANS. S.H.A . AASHTO No. 57 STONE. SEE NOTE 2 BELOW EXISTING PAVEMENT PROPOSED PAVEMENT SAW CUT MILL NOT TO SCALE MILL DETAIL 2" 10' MIN. ADDENDUM NO. 3 ATTACHMENT C Sheet 1 of 37
Transcript of PAVEMENT REHABILITATION PAVEMENT DETAIL 'C' · pavement detail 'c' pavement rehabilitation designed...
PROFESSIONAL BOULEVARDSTA. 22+00.00 TO STA. 25+35.68
PAVEMENT DETAIL 'C' PAVEMENT REHABILITATION
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Washington C
ounty A
dm
inistrative A
nnex. B
uilding
Phone: 240-313-2460 F
ax: 240-313-2401
80 W
. B
altim
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t., H
agerstow
n, M
D 21740
SHEET NO.
SCALE
DA
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:
NO
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PROJECT NO.
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DIV
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N O
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9
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00 5' 10'
NOT TO SCALE
4"
X X
CONCRETE SIDEWALK
6 x 6 - W2.9 x W2.9
WELDED WIRE FABRIC
X
PREPARED SUBGRADE MIN.
95% PROCTOR COMPACTION
(T-180 METHOD)
4" MIN. DEPTH MD DEPT. OF
TRANS. S.H.A . AASHTO No. 57
STONE. SEE NOTE 2 BELOW
EXISTING PAVEMENT
PROPOSED PAVEMENT
SAW CUT
MILL
NOT TO SCALE
MILL DETAIL
2"
10'
MIN.
ADDENDUM NO. 3ATTACHMENT C
Sheet 1 of 37
PROFESSIONAL BOULEVARDSTA. 28+82.32 TO STA. 52+62.57
STA. 41+62.81 TO STA. 44+20.28
STA. 44+20.28 TO STA. 46+80.00
STA. 46+80.00 TO STA. 52+62.57
PAVEMENT DETAIL 'B'
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Washington C
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dm
inistrative A
nnex. B
uilding
Phone: 240-313-2460 F
ax: 240-313-2401
80 W
. B
altim
ore S
t., H
agerstow
n, M
D 21740
SHEET NO.
SCALE
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PROJECT NO.
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ADDENDUM NO. 3 ATTACHMENT C
Sheet 2 of 37
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B CONSTRUCTION
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5'6"
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8'
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2:1 MAX
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3:1 MAX
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14'-2"
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ROW
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ROW
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28'4"
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FUTURE MDSHA 'TYPE A' C&G 8" CURB, 1' GUTTER (MD 620.02)
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3'
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3:1
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3%
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2'
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3'
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(MIN.)
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53'-8"
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46'-4"
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PROPOSED 100' ROW
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6'
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5'
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(0.10:1.0 MAX. SLOPE)
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1'
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4'
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PROPOSED ROCK EXCAVATION
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PROPOSED RETAINING WALL (SEE SHEET 69 FOR DETAILS)
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5'
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8'
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3'
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1'
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3:1
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2'
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9'
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3:1
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2:1 MAX
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2:1 MAX
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3:1 MAX
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8'
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P/GE P.G.L.
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ON PREPARED SUBGRADE
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10 INCH GRADED AGGREGATE BASE COURSE (6" LIFT & 4" LIFT)
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LIMIT OF CLASS I EXCAVATION
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3'10"
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3'10"
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3%
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3%
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SEE PAVEMENT DETAIL 'B'
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3%
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EXISTING GROUND
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EXISTING GROUND
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EXISTING GROUND
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EXISTING GROUND
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EXISTING GROUND
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6"
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3%
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SEE PAVEMENT DETAIL 'B'
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3%
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6"
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6"
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6"
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PROPOSED UTILITY & DRAINAGE EASEMENT STA. 27+02 TO STA. 52+62
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10'
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FUTURE 9 INCH ASPHALT TO BE CONSTRUCTED DURING FUTURE PHASE PROJECT 10-270
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FUTURE MDSHA 'TYPE A' C&G 8" CURB, 1' GUTTER (MD 620.02)
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FUTURE MDSHA 'TYPE A' C&G 8" CURB, 1' GUTTER (MD 620.02)
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FUTURE MDSHA 'TYPE A' C&G 8" CURB, 1' GUTTER (MD 620.02)
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5"
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FUTURE MDSHA 'TYPE A' C&G 8" CURB, 1' GUTTER (MD 620.02)
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FUTURE MDSHA 'TYPE A' C&G 8" CURB, 1' GUTTER (MD 620.02)
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FUTURE MDSHA 'TYPE A' C&G 8" CURB, 1' GUTTER (MD 620.02)
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TOP 2 INCHES OF GRADED AGGREGATE BASE TO BE REMOVED PRIOR TO 'PROJECT 10-270' ASPHALT INSTALLATION
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3%
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28'4"
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8%
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2%
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8%
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8%
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SEE NOTE 3
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SEE NOTE 3
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SEE NOTE 3
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WIDTH VARIES FROM STA. 46+80 TO STA. 48+00 (SEE SHEET 12 FOR SWALE LOCATION)
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PERMANENT STABILIZATION
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TEMPORARY SEEDING
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TEMPORARY SEEDING
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PERMANENT STABILIZATION
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TEMPORARY SEEDING
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PROPOSED PRESSURE SEWER
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PROPOSED WATERMAIN
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N
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T
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Y
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U
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C
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NOTES: 1. GUTTER PAN SHALL SLOPE AWAY FROM MEDIAN IN ALL LOCATIONS. 2. ALL PERMENTANT STABILIZATION AREAS SHALL RECEIVE 4 INCH TOPSOIL AND TURFGRASS ESTABLISHMENT. 3. SEE ROADWAY PLAN (SHEET 8) FOR ROADWAY TAPER AND PLACEMENT OF GRADED AGGREGATE BASE COURSE FROM STATION 28+82.32 TO STATION 30+50.00.
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3 REVISED LABELS TMB
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TURFGRASS ESTABLISHMENT
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TURFGRASS ESTABLISHMENT
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TURFGRASS ESTABLISHMENT
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PROPOSED PEDESTRIAN BARRIER
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PROPOSED CHAIN LINK FENCE
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FUTURE
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Washington C
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dm
inistrative A
nnex. B
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Phone: 240-313-2460 F
ax: 240-313-2401
80 W
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altim
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t., H
agerstow
n, M
D 21740
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Washington C
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dm
inistrative A
nnex. B
uilding
Phone: 240-313-2460 F
ax: 240-313-2401
80 W
. B
altim
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t., H
agerstow
n, M
D 21740
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Washington C
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dm
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nnex. B
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Phone: 240-313-2460 F
ax: 240-313-2401
80 W
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t., H
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n, M
D 21740
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Washington C
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dm
inistrative A
nnex. B
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Phone: 240-313-2460 F
ax: 240-313-2401
80 W
. B
altim
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t., H
agerstow
n, M
D 21740
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ADDENDUM NO. 3 ATTACHMENT C
Sheet 7 of 37
DRAWING
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Washington C
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dm
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nnex. B
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Phone: 240-313-2460 F
ax: 240-313-2401
80 W
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altim
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t., H
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n, M
D 21740
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ADDENDUM NO. 3 ATTACHMENT C
Sheet 8 of 37
H
7"
A
A
C B
2.04'
2.04'
2.04'
(MIN
.)
C
A
B
8.50' 5.73' 6.92' 5.73' 8.50'
35.39'
PROP.
32"x49"
HERCP
PROP.
32"x49"
HERCP
PROP.
24" RCP
PROP.
24" RCP
A
H
87.3°
86.6°
SEE NOTE 1
4.61'
0.64'
NOTE 1: PROVIDE 8" KNOCK-OUT FOR FUTURE 6" PVC SUB-DRAIN CONNECTION
2.04'
8.50' 6.92' 8.50'
23.92'
PROP.
32"x49"
HERCP
PROP.
32"x49"
HERCP
A
H
87.3°
C
A
B
2
.
2
5
'
2
.
2
5
'
53.9°
A
H
9.48' 9.48' 12.08'
43.13'
12.08'
PROP.
54" RCP
PROP.
54" RCP
PROP.
54" RCP
C
A
B
A
H
10.63' 10.63' 11.33'
43.92'
11.33'
2
.
8
3
2
.
8
3
PROP.
43"x68"
HERCP
PROP.
43"x68"
HERCP
PROP.
43"x68"
HERCP
63.2°
C
A
B
2
.
8
3
2
.
8
3
63.2°
55.7°
A
H
10.63' 10.63' 11.33'
51.99'
8.06'
PROP.
43"x68"
HERCP
PROP.
43"x68"
HERCP
PROP.
43"x68"
HERCPPROP.
18" RCP
C
A
B
11.33'
2
.
8
3
'
(
M
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Phone: 240-313-2460 F
ax: 240-313-2401
80 W
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t., H
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n, M
D 21740
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ADDENDUM NO. 3 ATTACHMENT C
Sheet 9 of 37
CULVERT STA. 36+63
495
-1+00 -0+50
0+00 1+00 1+50
485
490
500
495
485
490
500
PROP. TYPE C ENDWALL
SHA STD. NO. 355.02
STA. 36+67, 52.36' LT.
TOP ELEV. = 494.08
PROP. TYPE C ENDWALL
SHA STD. NO. 355.02
STA. 36+58, 60.31' RT.
TOP ELEV. = 492.10
HW
6-1
EW
6-1
115 LF PROP. CLASS IV
(2) 32" x 49" HERCP
SLOPE = 1.8%
INV. ELEV.
= 488.27
INV. ELEV. = 490.25
EX. GROUND
PROP. GRADE
CLASS I RIPRAP
ON FILTER FABRIC
(T=19" D50=9.5"
W=26'-10" L=32')
Q
10
=84.70 CFS
V
10
=10.46 FPS
Q
50
=115.20 CFS
V
50
=11.32 FPS
0+50
CLASS I RIPRAP
ON FILTER FABRIC
(T=19" D50=9.5"
W=23'-11" L=3')
505
495
500
510
490
-1+50 -0+50 0+00 0+50 1+00
505
495
500
510
490
CULVERT STA. 43+39
PROP. TYPE C ENDWALL
SHA STD. NO. 354.01
STA. 43+77, 61.38' LT.
TOP ELEV. = 503.75
HW
7-1
117 LF PROP. CLASS IV
(3) 54" RCP
SLOPE = 2.9%
INV. ELEV. = 495.00
INV. ELEV.
= 498.25
EX. GROUND
PROP. GRADE
PROP. MSE
RETAINING WALL
CLASS 2 RIPRAP
ON FILTER FABRIC
(T=32" D50=16"
W=38'-6" L=25')
1+50
485
EXISTING REGIONAL
SWM POND
APPROX. LIMITS OF EX.
CLASS 2 RIPRAP.
THICKNESS UNKNOWN.
Q
10
=273.10 CFS
V
10
=15.36 FPS
Q
50
=378.00 CFS
V
50
=16.42 FPS
CLASS I RIPRAP
ON FILTER FABRIC
(T=19" D50=9.5"
W=43'-2" L=32')
NOTES:
1. IN ORDER TO ACCOMMODATE THE ANTICIPATED
DIFFERENTIAL SETTLEMENT AT RETAINING WALL 4,
THE FIRST SEGMENT OF EACH 54" PIPE CROSSING, ON
EITHER END OF THE CULVERT, SHALL BE
CONSTRUCTED OF A SINGLE PRECAST 20' PIPE
SEGMENT.
2. SEE THE BRIDGE PLANS FOR ADDITIONAL DETAIL OF
THE RETAINING WALL AND CULVERT CROSSING AT THIS
LOCATION.
-1+00
-1+50 -1+00 -0+50 0+00 0+50 1+00
510
515
520
525
510
515
520
525
CULVERT STA. 46+64
PROP. TYPE C ENDWALL
SHA STD. NO. 355.02
STA. 46+42, 52.65' LT.
TOP ELEV. = 517.19
PROP. TYPE C ENDWALL
SHA STD. NO. 355.02
STA. 46+82, 41.66' LT.
TOP ELEV. = 517.70
EW
8-1
HW
8-1
107 LF PROP. CLASS IV
(3) 43" x 68" HERCP
SLOPE = 0.50%
INV. ELEV. = 512.87
EX. GROUND
PROP. GRADE
505505
CLASS I RIPRAP
ON FILTER FABRIC
(T=19" D50=9.5"
W=44'-4" L=22')
Q
10
=243.60 CFS
V
10
=8.51 FPS
Q
50
=336.80 CFS
V
50
=9.32 FPS
INV. ELEV. 512.36
CLASS II RIPRAP
ON FILTER FABRIC
SEE SHEET SD-10 FOR
DETAILS
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dm
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nnex. B
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Phone: 240-313-2460 F
ax: 240-313-2401
80 W
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altim
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t., H
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n, M
D 21740
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ADDENDUM NO. 3 ATTACHMENT C
Sheet 10 of 37
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Washington C
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nnex. B
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Phone: 240-313-2460 F
ax: 240-313-2401
80 W
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altim
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n, M
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Washington C
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Phone: 240-313-2460 F
ax: 240-313-2401
80 W
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altim
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t., H
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n, M
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ADDENDUM NO. 3 ATTACHMENT C
Sheet 12 of 37
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Washington C
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dm
inistrative A
nnex. B
uilding
Phone: 240-313-2460 F
ax: 240-313-2401
80 W
. B
altim
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t., H
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n, M
D 21740
SHEET NO.
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PROJECT NO.
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A
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DRAWING
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S
S
1
S
S
2
W1 W2 W3
EX. GROUND
PROP. GRADE
SOIL STABILIZATION MATTING DETAIL
RIPRAP LINING DETAIL
N.T.S
N.T.S
SOIL STABILIZATION MATTING
RIPRAP (SEE TABLE BELOW FOR SIZING)
NONWOVEN GEOTEXTILE
6" (TYP.)
6" (TYP.)
T
D
MIN.
S
S
1
S
S
2
W1 W2 W3
EX. GROUND
PROP. GRADE
D
MIN.
SECTION A-A
N.T.S
CUTOFF WALL 3'
MINIMUM DEPTH
1' MINIMUM WIDTH
0.5% SLOPE
RIPRAP (SEE TABLE BELOW FOR SIZING)
NONWOVEN GEOTEXTILE
6"
4"
ADDENDUM NO. 3 ATTACHMENT C
Sheet 13 of 37
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Washington C
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dm
inistrative A
nnex. B
uilding
Phone: 240-313-2460 F
ax: 240-313-2401
80 W
. B
altim
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t., H
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n, M
D 21740
SHEET NO.
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TY
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ADDENDUM NO. 3 ATTACHMENT C
Sheet 14 of 37
AutoCAD SHX Text
N
AutoCAD SHX Text
T
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Y
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U
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N
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C
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O
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G
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T
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S
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H
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I
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W
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A
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N
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O
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D
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N
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Y
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L
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A
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A
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R
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M
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SECTION A-A
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BEARING ABUTMENT A DRILLED SHAFT
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L
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C
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L
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C
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APPROACH SLAB
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TOP OF BACKWALL
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14"/FT
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FRONT FACE OF MSE WALL
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DRILLED SHAFT
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LEVELING PAD
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GEOTEXTILE
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#57 STONE
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~
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ELEVATIONS GIVEN HERE
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BEARING PEDESTAL
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FINISHED GRADE
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SCALE: " = 1'-0"12" = 1'-0"
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SECTION B-B
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SCALE: " = 1'-0"12" = 1'-0"
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FRONT FACE OF MSE WALL
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FINISHED GRADE
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14"/FT
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ELEVATIONS GIVEN HERE
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PEDESTRIAN BARRIER
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GEOTEXTILE
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#57 STONE
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~
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TOP OF FUTURE SURFACE COURSE
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PEDESTRIAN BARRIER MOMENT SLAB
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TOP OF 2" SURFACE COURSE
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PROPRIETARY MSE WALLS SHALL BE DESIGNED IN ACCORDANCE WITH THE FOLLOWING: - SHA SPECIFICATIONS DATED 2017 AND REVISIONS THEREOF AND ADDITIONS SHA SPECIFICATIONS DATED 2017 AND REVISIONS THEREOF AND ADDITIONS THERETO AND SPECIAL PROVISIONS FOR MATERIALS AND CONSTRUCTION. - AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS, 7TH EDITION, 2014. AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS, 7TH EDITION, 2014. - FEDERAL HIGHWAY ADMINISTRATION PUBLICATION NO. FHWA-NIH-00-043, FEDERAL HIGHWAY ADMINISTRATION PUBLICATION NO. FHWA-NIH-00-043, "MECHANICALLY STABILIZED EARTH WALLS AND REINFORCED SOIL SLOPES DESIGN AND CONSTRUCTION GUIDELINES" CONCRETE DESIGN SHALL BE PERFORMED USING THE LRFD DESIGN METHOD. ALL CONCRETE FOR PARAPETS, MOMENT SLABS, AND TRAFFIC BARRIERS SHALL BE MIX NO. 6 (4500 PSI). LEVELING PAD CONCRETE SHALL BE MIX NO. 3 (3500 PSI). ALL EXPOSED CORNERS OF CONCRETE SHALL BE CHAMFERED WITH "x " MILLED 34"x " MILLED 34" MILLED CHAMFER STRIPS, UNLESS OTHERWISE NOTED, EXCEPT ON UNEXPOSED FOOTINGS OR WHERE INDICATED BY THE FOLLOWING NOTATION ON THE PLANS: "DO NOT CHAMFER". REINFORCING STEEL SHALL CONFORM TO ASTM A 615, GRADE 60. ALL SPLICES, NOT SHOWN, SHALL BE LAPPED AS PER BAR LAP CHARTS. MINIMUM COVER FOR ANY BAR SHALL BE 2" UNLESS OTHERWISE NOTED, WITH THE EXCEPTION OF BARS AT THE TOP OF PIERS AND AT THE BOTTOM AND SIDES OF ALL FOOTINGS WHICH SHALL HAVE 3" MINIMUM COVER. FOR TIES AND STIRRUPS, STANDARD ACI BENDING TOLERANCES ARE MODIFIED TO PLUS (+) ZERO INCHES, MINUS (-) NORMAL ACI BENDING TOLERANCE. ALL REINFORCING STEEL IN THE TRAFFIC BARRIER AND MOMENT SLAB SHALL BE EPOXY COATED. THE LOCATION OF THE EXPANSION AND CONTRACTION JOINTS IN THE MSE WALL, COPING AND BARRIER/MOMENT SLAB SHALL BE DETERMINED BY THE CONTRACTOR TO ACCOMMODATE THE PANEL TYPE USED IN THE PROJECT. JOINT LOCATIONS SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL. TRAFFIC BARRIER CONTROL JOINTS SHALL BE CENTERED BETWEEN BARRIER RAIL POSTS.
AutoCAD SHX Text
SPECIFICATIONS: CONCRETE: CHAMFERS: REINFORCING STEEL: EXPANSION AND CONTRACTION JOINTS:
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GENERAL NOTES:
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THE PROPRIETARY WALL MANUFACTURER MAY RELOCATE THE LEVELING PAD STEPS AT THEIR DISCRETION PROVIDED THAT THE MINIMUM EMBEDMENT IS MAINTAINED. ANY CHANGE TO THE STEP LOCATIONS SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL. THE PROPRIETARY WALL MANUFACTURER SHALL ASSURE THAT PROPOSED PROPRIETARY WALL COMPONENTS ARE POSITIONED SUCH THAT THE DESIGNATED ROADWAY LIMITS ARE NOT ENCROACHED UPON. CONTRACTOR AND PROPRIETARY WALL MANUFACTURER SHALL COORDINATE LOCATIONS OF INLETS AND PIPES WITH LOCATIONS OF PROPRIETARY WALL TIEBACK SYSTEM AND MOMENT SLAB. THE MSE WALL PANELS SHALL RECEIVE AN ARCHITECTURAL FINISH. ALL WALL PANELS SHOULD RECEIVE A GLADSTONE RIB FORMLINER FROM FITZGERALD FORMLINERS OR APPROVED EQUAL. ALL RETAINING WALL COMPONENTS SHALL BE DESIGNED FOR A MINIMUM SERVICE LIFE OF 75 YEARS. ONLY ONE MSE WALL SYSTEM MAY BE USED ON THIS PROJECT. MOMENT SLAB IS DESIGNED FOR A TL-3 LEVEL BARRIER. TRAFFIC BARRIER TO BE TXDOT TYPE C221. SEE STANDARD DETAILS AND DWG. S-3 FOR MORE INFORMATION. FOR ROADWAY SUPERELEVATION, SEE SUPERELEVATION TABLES. FOR BASELINE VERTICAL PROFILES SEE ROADWAY PROFILE SHEETS. COPING MAY BE CAST-IN-PLACE OR PRECAST. UNDERCUT AND BACKFILL PER STANDARD SPECIFICATION 402. COST TO INCLUDE BACKFILL. COVER OBSTRUCTIONS IN FILL (SLIP COVERS, COLLARS, ETC.) PER MANUFACTURER'S RECOMMENDATIONS
AutoCAD SHX Text
LEVELING PAD: ROADWAY LIMITS: COORDINATION: ARCHITECTURAL FINISH: SERVICE LIFE: WALL SYSTEM: MOMENT SLAB: TRAFFIC BARRIER: ROADWAY SUPERELEVATION: BASELINE PROFILES: COPING: UNDERCUT: UTILITIES:
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GENERAL NOTES:cont'd
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UNIT WEIGHT (PCF)
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ANGLE OF FRICTION (DEGREES)
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SPECIFIED BACKFILL COMMON BORROW NO. 57 STONE
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125 125 125
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34 28 36
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SOIL PROPERTIES
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14"/FT
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CROSS REFERENCE NOTES: 1. FOR ABUTMENT A PLAN AND ELEVATION, SEE FOR ABUTMENT A PLAN AND ELEVATION, SEE DWG. S-6. 2. FOR MOMENT SLAB AND BARRIER DETAILS, SEE FOR MOMENT SLAB AND BARRIER DETAILS, SEE DWGS. S-13 AND S-14. 3. FOR PAVEMENT BOX DETAILS, REFER TO FOR PAVEMENT BOX DETAILS, REFER TO ROADWAY PLANS.ROADWAY PLANS.
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REAR FACE OF MSE WALL
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REAR FACE OF MSE WALL
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S-11
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DRAWING
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9
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12
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9
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12
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AS REQUIRED BY OSHA (TYP.)
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AS REQUIRED BY OSHA (TYP.)
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SEE UNDERCUT NOTE ON ELEVATION DRAWINGS
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SEE UNDERCUT NOTE ON ELEVATION DRAWINGS
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9
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12
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9
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12
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COMMON BORROW
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~
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COMMON BORROW
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SLOPE TO DRAIN
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SLOPE TO DRAIN
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1
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3
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1
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TRAFFIC BARRIER
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#57 STONE
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~
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~
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ATTACH STRAPS TO MOMENT SLAB OR DEFLECT, PER MANUFACTURER'S RECOMMENDATION. (TYP.)
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2%
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ARCHITECTURAL TREATMENT
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ARCHITECTURAL TREATMENT
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1" PREFORMED JOINT FILLER (TYP.)
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WORK POINTS DEFINED HERE
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WORK POINTS DEFINED HERE
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PAVEMENT BOX
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TRAFFIC BARRIER MOMENT SLAB
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4 - 4"O UTILITY CONDUITS
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/
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3 UPDATED UNDERCUT NOTE MBP
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3
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UNDERCUT AND BACKFILL TO BE PAID FOR UNDER CONTINGENT: UNDERCUT AND BACKFILL FOR MSE WALL ITEM.
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3
F
F
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Washington C
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dm
inistrative A
nnex. B
uilding
Phone: 240-313-2460 F
ax: 240-313-2401
80 W
. B
altim
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t., H
agerstow
n, M
D 21740
SHEET NO.
SCALE
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PROJECT NO.
WA
SHIN
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3
12. COST OF CONDUITS AND ACCESSORIES PAID FOR UNDER PERTINENTCONDUIT ITEM, BRIDGE ATTACHED OR TRENCHED
UP
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D N
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JSW
ADDENDUM NO. 3 ATTACHMENT C
Sheet 15 of 37
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. B
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ADDENDUM NO. 3 ATTACHMENT C
Sheet 16 of 37
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D B
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N B
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Washington C
ounty A
dm
inistrative A
nnex. B
uilding
Phone: 240-313-2460 F
ax: 240-313-2401
80 W
. B
altim
ore S
t., H
agerstow
n, M
D 21740
SHEET NO.
SCALE
DA
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:
NO
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EB
Y
PROJECT NO.
WA
SHIN
GT
ON
CO
UN
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, MA
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>>
DRAWING
EN-01
ULTIMATE PROP. GRADE
(NOT CONSTRUCTED UNDER THIS CONTRACT)
PROP. GRADE TO BE CONSTRUCTED
UNDER THIS CONTRACT
10" G.A.B.
TEMPORARY
SEEDING
10" G.A.B. LAYER AS SHOWN
TEMPORARY SEEDING
(AREAS OF FILL)
TEMPORARY SEEDING
(AREAS OF CUT)
EX. GROUND
10" G.A.B. LAYER AS SHOWN
TEMPORARY
SEEDING
AND TYPE A SSM
EX. GROUND
PERMANENT
STABILIZATION
(AREAS OF CUT)
PERMANENT
STABILIZATION
(AREAS OF FILL)
EROSION & SEDIMENT CONTROL FINAL STABILIZATION TYPICAL SECTION STA. 28+82 TO STA. 52+62.57
SCALE: 1" = 5'
(SEE TYPICAL SECTIONS IN ROADWAY PLANS FOR MORE DETAIL)
PERMANENT
STABILIZATION
PART B: CONTINUED FROM LEFT
ADDENDUM NO. 3 ATTACHMENT C
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Washington C
ounty A
dm
inistrative A
nnex. B
uilding
Phone: 240-313-2460 F
ax: 240-313-2401
80 W
. B
altim
ore S
t., H
agerstow
n, M
D 21740
SHEET NO.
SCALE
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D B
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Washington C
ounty A
dm
inistrative A
nnex. B
uilding
Phone: 240-313-2460 F
ax: 240-313-2401
80 W
. B
altim
ore S
t., H
agerstow
n, M
D 21740
SHEET NO.
SCALE
DA
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:
NO
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PROJECT NO.
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SHIN
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CO
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DR
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Washington C
ounty A
dm
inistrative A
nnex. B
uilding
Phone: 240-313-2460 F
ax: 240-313-2401
80 W
. B
altim
ore S
t., H
agerstow
n, M
D 21740
SHEET NO.
SCALE
DA
TE
:
NO
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AT
EB
Y
PROJECT NO.
WA
SHIN
GT
ON
CO
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, MA
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N
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D B
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DR
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Washington C
ounty A
dm
inistrative A
nnex. B
uilding
Phone: 240-313-2460 F
ax: 240-313-2401
80 W
. B
altim
ore S
t., H
agerstow
n, M
D 21740
SHEET NO.
SCALE
DA
TE
:
NO
.D
AT
EB
Y
PROJECT NO.
WA
SHIN
GT
ON
CO
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TY
, MA
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LA
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10-244
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GB
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S
F
S
F
SF
SF
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SF
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PST
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N
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D B
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DR
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N B
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Washington C
ounty A
dm
inistrative A
nnex. B
uilding
Phone: 240-313-2460 F
ax: 240-313-2401
80 W
. B
altim
ore S
t., H
agerstow
n, M
D 21740
SHEET NO.
SCALE
DA
TE
:
NO
.D
AT
EB
Y
PROJECT NO.
WA
SHIN
GT
ON
CO
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, MA
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LA
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DIV
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N O
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NG
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ER
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10-244
AP
RIL 2019
JK
S
AS
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/ F
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(L
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TA
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0+
00
77 SY TTE
29 SY TSE
104 SY TTE
276 SY TSE
GABION PILASTER,
SEE DETAIL 5/LD-08
468 LF PEDESTRIAN BARRIER,
SEE DETAILS 1-4/LD-08
GABION PILASTER,
SEE DETAIL 5/LD-08
468 LF PEDESTRIAN BARRIER,
SEE DETAILS 1-4/LD-08
8 SY TTE
Comments
Botanical/Common Name
Size RootQty. Key
PLANT PALETTE: THIS SHEET ONLY
853 SY TE
00 20' 40'
LD-01
1,109 SY TE Turfgrass Establishment
908 SY TSE Turfgrass Sod Establishment
7 SY TTE
20 SY TTE
2 SY TSE
14 SY TTE
271 SY TSE
254 SY TE
387 SY TTE Temporary Turfgrass Establishment
LIMIT OF DISTURBANCE (LOD)
LANDSCAPE LIMIT OF DISTURBANCE (LLOD)
EXISTING TREE TO REMAIN
EXISTING TREE TO BE REMOVED
TURFGRASS ESTABLISHMENT (TE)
TEMPORARY TURFGRASS ESTABLISHMENT (TTE)
TURFGRASS SOD ESTABLISHMENT (TSE)
LANDSCAPE LEGEND
NOTES:
1. Refer to E&S Plans for location of tree protection fencing.
2. See LD-02 for Bridge Railing Panel Schedule.
3. Use Type A SSM for all channels where flow velocity is
less than 5.0 fps or shear stress is 2.0 fps
4. Use Type A SSM for all Turfgrass Establishment areas
having slopes greater than 4:1.
162 SY TTE
330 SY TSE
MOW CURB TYP.,
SEE DETAIL 5/LD-08
1,107
1,300
TSE
TSE
TSE
TSE
TSE
TSE
TSE
3
3
3
3
3
3
3
3
3
3
3
Turfgrass Q
uantity C
hange
MA
B
ADDENDUM NO. 3ATTACHMENT C
Sheet 22 of 37
STA. 22+00
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500
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500
505
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0 20 40 60 80 100 1200-20-40-60-80-100-120
DE
SIG
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D B
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RE
VIS
IO
N D
ES
CR
IP
TIO
N
CH
EC
KE
D B
Y:
DR
AW
N B
Y:
Wa
sh
in
gto
n C
ou
nty A
dm
in
istra
tive
A
nn
ex. B
uild
in
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Ph
on
e: 2
40
-3
13
-2
46
0 F
ax: 2
40
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-2
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SHEET NO.
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NO
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PROJECT NO.
WA
SHIN
GT
ON
CO
UN
TY
, MA
RY
LA
ND
DIV
ISIO
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INE
ER
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10-244
AP
RIL
2
01
9
TM
B
TM
B
131 OF 145
H:1"=20' V:1"=5'
CR
OS
S S
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NS
BR
ID
GE
O
VE
R A
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IE
TA
M C
RE
EK
PR
OF
ES
SIO
NA
L B
OU
LE
VA
RD
STA. 21+23
500
505
510
515
520
500
505
510
515
520
0 20 40 60 80 100 1200-20-40-60-80-100-120
STA. 21+60
495
500
505
510
515
520
495
500
505
510
515
520
0 20 40 60 80 100 1200-20-40-60-80-100-120
EX R/W
EX R/W
EX R/W EX R/W
EX R/W EX R/W
EX R/W EX R/W
CUT = 41 SF
FILL = 0 SF
CUT = 37 SF
FILL = 0 SF
CUT = 53 SF
FILL = 6 SF
3 A
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A
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ADDENDUM NO. 3ATTACHMENT C
Sheet 23 of 37
STA. 22+50
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STA. 23+50
495
500
505
510
515
495
500
505
510
515
0 20 40 60 80 100 1200-20-40-60-80-100-120
DE
SIG
NE
D B
Y:
RE
VIS
IO
N D
ES
CR
IP
TIO
N
CH
EC
KE
D B
Y:
DR
AW
N B
Y:
Wa
sh
in
gto
n C
ou
nty A
dm
in
istra
tive
A
nn
ex. B
uild
in
g
Ph
on
e: 2
40
-3
13
-2
46
0 F
ax: 2
40
-3
13
-2
40
1
80
W
. B
altim
ore
S
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ag
ersto
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D 2
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SHEET NO.
SCALE
DA
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:
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Y
PROJECT NO.
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SHIN
GT
ON
CO
UN
TY
, MA
RY
LA
ND
DIV
ISIO
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INE
ER
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10-244
AP
RIL
2
01
9
TM
B
TM
B
132 OF 145
H:1"=20' V:1"=5'
CR
OS
S S
EC
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NS
BR
ID
GE
O
VE
R A
NT
IE
TA
M C
RE
EK
PR
OF
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SIO
NA
L B
OU
LE
VA
RD
STA. 22+07
495
500
505
510
515
495
500
505
510
515
0 20 40 60 80 100 1200-20-40-60-80-100-120
STA. 22+86
495
500
505
510
515
495
500
505
510
515
0 20 40 60 80 100 1200-20-40-60-80-100-120
STA. 22+70
495
500
505
510
515
495
500
505
510
515
0 20 40 60 80 100 1200-20-40-60-80-100-120
STA. 23+00
495
500
505
510
515
495
500
505
510
515
0 20 40 60 80 100 1200-20-40-60-80-100-120
EX R/W EX R/W
EX R/W
EX R/W
EX R/W
EX R/W
EX R/W
EX R/W
EX R/W
EX R/W
EX R/W
EX R/W
CUT = 44 SF
FILL = 7 SF
CUT = 5 SF
FILL = 54 SF
CUT = 5 SF
FILL = 97 SF
CUT = 11 SF
FILL = 110 SF
CUT = 1 SF
FILL = 116 SF
CUT = 0 SF
FILL = 171 SF
3 A
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ADDENDUM NO. 3ATTACHMENT C
Sheet 24 of 37
STA. 24+50
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STA. 25+00
480
485
490
495
500
505
510
480
485
490
495
500
505
510
0 20 40 60 80 100 1200-20-40-60-80-100-120
STA. 24+00
490
495
500
505
510
490
495
500
505
510
0 20 40 60 80 100 1200-20-40-60-80-100-120
STA. 29+00
485
490
495
500
505
485
490
495
500
505
0 20 40 60 80 100 1200-20-40-60-80-100-120
DE
SIG
NE
D B
Y:
RE
VIS
IO
N D
ES
CR
IP
TIO
N
CH
EC
KE
D B
Y:
DR
AW
N B
Y:
Wa
sh
in
gto
n C
ou
nty A
dm
in
istra
tive
A
nn
ex. B
uild
in
g
Ph
on
e: 2
40
-3
13
-2
46
0 F
ax: 2
40
-3
13
-2
40
1
80
W
. B
altim
ore
S
t., H
ag
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D 2
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SHEET NO.
SCALE
DA
TE
:
NO
.D
AT
EB
Y
PROJECT NO.
WA
SHIN
GT
ON
CO
UN
TY
, MA
RY
LA
ND
DIV
ISIO
N O
F E
NG
INE
ER
ING
10-244
AP
RIL
2
01
9
TM
B
TM
B
133 OF 145
H:1"=20' V:1"=5'
CR
OS
S S
EC
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NS
BR
ID
GE
O
VE
R A
NT
IE
TA
M C
RE
EK
PR
OF
ES
SIO
NA
L B
OU
LE
VA
RD
PROP R/W
PROP R/W
EX R/W EX R/W
EX R/W EX R/W
EX R/W EX R/W
CUT = 0 SF
FILL = 388 SF
CUT = 0 SF
FILL = 581 SF
CUT = 0 SF
FILL = 815 SF
CUT = 9 SF
FILL = 56 SF
3 A
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ADDENDUM NO. 3ATTACHMENT C
Sheet 25 of 37
STA. 29+50
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STA. 31+00
490
495
500
505
510
515
520
490
495
500
505
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515
520
0 20 40 60 80 100 1200-20-40-60-80-100-120
STA. 30+50
490
495
500
505
510
515
490
495
500
505
510
515
0 20 40 60 80 100 1200-20-40-60-80-100-120
DE
SIG
NE
D B
Y:
RE
VIS
IO
N D
ES
CR
IP
TIO
N
CH
EC
KE
D B
Y:
DR
AW
N B
Y:
Wa
sh
in
gto
n C
ou
nty A
dm
in
istra
tive
A
nn
ex. B
uild
in
g
Ph
on
e: 2
40
-3
13
-2
46
0 F
ax: 2
40
-3
13
-2
40
1
80
W
. B
altim
ore
S
t., H
ag
ersto
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40
SHEET NO.
SCALE
DA
TE
:
NO
.D
AT
EB
Y
PROJECT NO.
WA
SHIN
GT
ON
CO
UN
TY
, MA
RY
LA
ND
DIV
ISIO
N O
F E
NG
INE
ER
ING
10-244
AP
RIL
2
01
9
TM
B
TM
B
134 OF 145
H:1"=20' V:1"=5'
CR
OS
S S
EC
TIO
NS
BR
ID
GE
O
VE
R A
NT
IE
TA
M C
RE
EK
PR
OF
ES
SIO
NA
L B
OU
LE
VA
RDSTA. 30+00
490
495
500
505
510
515
490
495
500
505
510
515
0 20 40 60 80 100 1200-20-40-60-80-100-120
PROP R/W
PROP R/W
PROP R/W
PROP R/W
PROP R/W
PROP R/W
PROP R/W
PROP R/W
CUT = 484 SF
FILL = 0 SF
CUT = 863 SF
FILL = 0 SF
CUT = 1075 SF
FILL = 0 SF
CUT = 1104 SF
FILL = 0 SF
3 A
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ADDENDUM NO. 3ATTACHMENT C
Sheet 26 of 37
STA. 31+50
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500
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STA. 32+50
495
500
505
510
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495
500
505
510
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520
0 20 40 60 80 100 1200-20-40-60-80-100-120
STA. 32+00
495
500
505
510
515
495
500
505
510
515
0 20 40 60 80 100 1200-20-40-60-80-100-120
STA. 33+00
490
495
500
505
510
515
520
490
495
500
505
510
515
520
0 20 40 60 80 100 1200-20-40-60-80-100-120
DE
SIG
NE
D B
Y:
RE
VIS
IO
N D
ES
CR
IP
TIO
N
CH
EC
KE
D B
Y:
DR
AW
N B
Y:
Wa
sh
in
gto
n C
ou
nty A
dm
in
istra
tive
A
nn
ex. B
uild
in
g
Ph
on
e: 2
40
-3
13
-2
46
0 F
ax: 2
40
-3
13
-2
40
1
80
W
. B
altim
ore
S
t., H
ag
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D 2
17
40
SHEET NO.
SCALE
DA
TE
:
NO
.D
AT
EB
Y
PROJECT NO.
WA
SHIN
GT
ON
CO
UN
TY
, MA
RY
LA
ND
DIV
ISIO
N O
F E
NG
INE
ER
ING
10-244
AP
RIL
2
01
9
TM
B
TM
B
135 OF 145
H:1"=20' V:1"=5'
CR
OS
S S
EC
TIO
NS
BR
ID
GE
O
VE
R A
NT
IE
TA
M C
RE
EK
PR
OF
ES
SIO
NA
L B
OU
LE
VA
RD
PROP R/W
PROP R/W
PROP R/W
PROP R/W
PROP R/W
PROP R/W
PROP R/W
PROP R/W
CUT = 611 SF
FILL = 0 SF
CUT = 876 SF
FILL = 0 SF
CUT = 356 SF
FILL = 2 SF
CUT = 379 SF
FILL = 3 SF
3 A
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ADDENDUM NO. 3ATTACHMENT C
Sheet 27 of 37
STA. 33+50
490
495
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500
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0 20 40 60 80 100 1200-20-40-60-80-100-120
STA. 34+50
490
495
500
505
510
490
495
500
505
510
0 20 40 60 80 100 1200-20-40-60-80-100-120
STA. 34+00
490
495
500
505
510
515
490
495
500
505
510
515
0 20 40 60 80 100 1200-20-40-60-80-100-120
STA. 35+00
485
490
495
500
505
485
490
495
500
505
0 20 40 60 80 100 1200-20-40-60-80-100-120
DE
SIG
NE
D B
Y:
RE
VIS
IO
N D
ES
CR
IP
TIO
N
CH
EC
KE
D B
Y:
DR
AW
N B
Y:
Wa
sh
in
gto
n C
ou
nty A
dm
in
istra
tive
A
nn
ex. B
uild
in
g
Ph
on
e: 2
40
-3
13
-2
46
0 F
ax: 2
40
-3
13
-2
40
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80
W
. B
altim
ore
S
t., H
ag
ersto
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D 2
17
40
SHEET NO.
SCALE
DA
TE
:
NO
.D
AT
EB
Y
PROJECT NO.
WA
SHIN
GT
ON
CO
UN
TY
, MA
RY
LA
ND
DIV
ISIO
N O
F E
NG
INE
ER
ING
10-244
AP
RIL
2
01
9
TM
B
TM
B
136 OF 145
H:1"=20' V:1"=5'
CR
OS
S S
EC
TIO
NS
BR
ID
GE
O
VE
R A
NT
IE
TA
M C
RE
EK
PR
OF
ES
SIO
NA
L B
OU
LE
VA
RD
PROP R/W
PROP R/W
PROP R/W
PROP R/W
PROP R/W
PROP R/W
PROP R/W
PROP R/W
CUT = 620 SF
FILL = 0 SF
CUT = 760 SF
FILL = 0 SF
CUT = 247 SF
FILL = 0 SF
CUT = 626 SF
FILL = 0 SF
3 A
DD
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C
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ADDENDUM NO. 3ATTACHMENT C
Sheet 28 of 37
STA. 35+50
485
490
495
500
505
485
490
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505
0 20 40 60 80 100 1200-20-40-60-80-100-120
STA. 36+00
480
485
490
495
500
480
485
490
495
500
0 20 40 60 80 100 1200-20-40-60-80-100-120
STA. 36+50
480
485
490
495
500
505
480
485
490
495
500
505
0 20 40 60 80 100 1200-20-40-60-80-100-120
STA. 37+00
480
485
490
495
500
505
480
485
490
495
500
505
0 20 40 60 80 100 1200-20-40-60-80-100-120
DE
SIG
NE
D B
Y:
RE
VIS
IO
N D
ES
CR
IP
TIO
N
CH
EC
KE
D B
Y:
DR
AW
N B
Y:
Wa
sh
in
gto
n C
ou
nty A
dm
in
istra
tive
A
nn
ex. B
uild
in
g
Ph
on
e: 2
40
-3
13
-2
46
0 F
ax: 2
40
-3
13
-2
40
1
80
W
. B
altim
ore
S
t., H
ag
ersto
wn
, M
D 2
17
40
SHEET NO.
SCALE
DA
TE
:
NO
.D
AT
EB
Y
PROJECT NO.
WA
SHIN
GT
ON
CO
UN
TY
, MA
RY
LA
ND
DIV
ISIO
N O
F E
NG
INE
ER
ING
10-244
AP
RIL
2
01
9
TM
B
TM
B
137 OF 145
H:1"=20' V:1"=5'
CR
OS
S S
EC
TIO
NS
BR
ID
GE
O
VE
R A
NT
IE
TA
M C
RE
EK
PR
OF
ES
SIO
NA
L B
OU
LE
VA
RD
PROP R/WPROP R/W
PROP R/W
PROP R/W
PROP R/W
PROP R/W
PROP R/W
PROP R/W
CUT = 2 SF
FILL = 94 SF
CUT = 0 SF
FILL = 386 SF
CUT = 0 SF
FILL = 611 SF
CUT = 0 SF
FILL = 576 SF
3 A
DD
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C
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A
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ADDENDUM NO. 3ATTACHMENT C
Sheet 29 of 37
STA. 38+50
485
490
495
500
505
510
485
490
495
500
505
510
0 20 40 60 80 100 1200-20-40-60-80-100-120
STA. 37+50
485
490
495
500
505
485
490
495
500
505
0 20 40 60 80 100 1200-20-40-60-80-100-120
STA. 39+00
490
495
500
505
510
490
495
500
505
510
0 20 40 60 80 100 1200-20-40-60-80-100-120
DE
SIG
NE
D B
Y:
RE
VIS
IO
N D
ES
CR
IP
TIO
N
CH
EC
KE
D B
Y:
DR
AW
N B
Y:
Wa
sh
in
gto
n C
ou
nty A
dm
in
istra
tive
A
nn
ex. B
uild
in
g
Ph
on
e: 2
40
-3
13
-2
46
0 F
ax: 2
40
-3
13
-2
40
1
80
W
. B
altim
ore
S
t., H
ag
ersto
wn
, M
D 2
17
40
SHEET NO.
SCALE
DA
TE
:
NO
.D
AT
EB
Y
PROJECT NO.
WA
SHIN
GT
ON
CO
UN
TY
, MA
RY
LA
ND
DIV
ISIO
N O
F E
NG
INE
ER
ING
10-244
AP
RIL
2
01
9
TM
B
TM
B
138 OF 145
H:1"=20' V:1"=5'
CR
OS
S S
EC
TIO
NS
BR
ID
GE
O
VE
R A
NT
IE
TA
M C
RE
EK
PR
OF
ES
SIO
NA
L B
OU
LE
VA
RD
STA. 38+00
485
490
495
500
505
485
490
495
500
505
0 20 40 60 80 100 1200-20-40-60-80-100-120
PROP R/W
PROP R/W
PROP R/W
PROP R/W
PROP R/W
PROP R/W
PROP R/W
PROP R/W
CUT = 0 SF
FILL = 495 SF
CUT = 0 SF
FILL = 59 SF
CUT = 0 SF
FILL = 220 SF
CUT = 0 SF
FILL = 255 SF
3 A
DD
ED
C
UT
A
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F
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ADDENDUM NO. 3ATTACHMENT C
Sheet 30 of 37
STA. 39+50
490
495
500
505
510
515
490
495
500
505
510
515
0 20 40 60 80 100 1200-20-40-60-80-100-120
STA. 40+50
495
500
505
510
515
520
495
500
505
510
515
520
0 20 40 60 80 100 1200-20-40-60-80-100-120
STA. 41+00
495
500
505
510
515
520
495
500
505
510
515
520
0 20 40 60 80 100 1200-20-40-60-80-100-120
STA. 40+00
495
500
505
510
515
495
500
505
510
515
0 20 40 60 80 100 1200-20-40-60-80-100-120
DE
SIG
NE
D B
Y:
RE
VIS
IO
N D
ES
CR
IP
TIO
N
CH
EC
KE
D B
Y:
DR
AW
N B
Y:
Wa
sh
in
gto
n C
ou
nty A
dm
in
istra
tive
A
nn
ex. B
uild
in
g
Ph
on
e: 2
40
-3
13
-2
46
0 F
ax: 2
40
-3
13
-2
40
1
80
W
. B
altim
ore
S
t., H
ag
ersto
wn
, M
D 2
17
40
SHEET NO.
SCALE
DA
TE
:
NO
.D
AT
EB
Y
PROJECT NO.
WA
SHIN
GT
ON
CO
UN
TY
, MA
RY
LA
ND
DIV
ISIO
N O
F E
NG
INE
ER
ING
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M C
RE
EK
PR
OF
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SIO
NA
L B
OU
LE
VA
RD
PROP R/W
PROP R/W
PROP R/W
PROP R/W
PROP R/W
PROP R/W
PROP R/W
PROP R/W
CUT = 0 SF
FILL = 143 SF
CUT = 86 SF
FILL = 6 SF
CUT = 113 SF
FILL = 14 SF
CUT = 190 SF
FILL = 0 SF
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ADDENDUM NO. 3ATTACHMENT C
Sheet 31 of 37
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STA. 43+00
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DR
AW
N B
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Wa
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in
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ou
nty A
dm
in
istra
tive
A
nn
ex. B
uild
in
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on
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40
-3
13
-2
46
0 F
ax: 2
40
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STA. 42+00
490
495
500
505
510
515
520
490
495
500
505
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515
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0 20 40 60 80 100 1200-20-40-60-80-100-120
PROP R/W
PROP R/W
PROP R/W
PROP R/W
PROP R/W
PROP R/W
PROP R/W
PROP R/W
CUT = 14 SF
FILL = 221 SF
CUT = 9 SF
FILL = 615 SF
CUT = 14 SF
FILL = 1003 SF
CUT = 14 SF
FILL = 924 SF
3 A
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ADDENDUM NO. 3ATTACHMENT C
Sheet 32 of 37
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STA. 45+00
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DE
SIG
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N D
ES
CR
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CH
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Y:
DR
AW
N B
Y:
Wa
sh
in
gto
n C
ou
nty A
dm
in
istra
tive
A
nn
ex. B
uild
in
g
Ph
on
e: 2
40
-3
13
-2
46
0 F
ax: 2
40
-3
13
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NA
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OU
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VA
RD
PROP R/W
PROP R/W
PROP R/W
PROP R/W
PROP R/W
PROP R/W
PROP R/WPROP R/W
CUT = 14 SF
FILL = 1042 SF
CUT = 9 SF
FILL = 527 SF
CUT = 1001 SF
FILL = 0 SF
CUT = 532 SF
FILL = 0 SF
3 A
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ADDENDUM NO. 3ATTACHMENT C
Sheet 33 of 37
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DR
AW
N B
Y:
Wa
sh
in
gto
n C
ou
nty A
dm
in
istra
tive
A
nn
ex. B
uild
in
g
Ph
on
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40
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13
-2
46
0 F
ax: 2
40
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ER
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10-244
AP
RIL
2
01
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TM
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TM
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142 OF 145
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OF
ES
SIO
NA
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OU
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VA
RD
PROP R/W
PROP R/W
PROP R/W
PROP R/W
PROP R/W
PROP R/W
PROP R/W
PROP R/W
CUT = 1048 SF
FILL = 0 SF
CUT = 330 SF
FILL = 17 SF
CUT = 7 SF
FILL = 285 SF
CUT = 6 SF
FILL = 199 SF
3 A
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ADDENDUM NO. 3ATTACHMENT C
Sheet 34 of 37
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ES
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DR
AW
N B
Y:
Wa
sh
in
gto
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ou
nty A
dm
in
istra
tive
A
nn
ex. B
uild
in
g
Ph
on
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40
-3
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-2
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ax: 2
40
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PROJECT NO.
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LA
ND
DIV
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INE
ER
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10-244
AP
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2
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TM
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TM
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143 OF 145
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OF
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SIO
NA
L B
OU
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VA
RD
PROP R/W
PROP R/W
PROP R/W
PROP R/W
PROP R/W
PROP R/W
PROP R/W
PROP R/W
CUT = 27 SF
FILL = 130 SF
CUT = 88 SF
FILL = 63 SF
CUT = 123 SF
FILL = 73 SF
CUT = 103 SF
FILL = 73 SF
3 A
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ADDENDUM NO. 3ATTACHMENT C
Sheet 35 of 37
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DE
SIG
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RE
VIS
IO
N D
ES
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EC
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Y:
DR
AW
N B
Y:
Wa
sh
in
gto
n C
ou
nty A
dm
in
istra
tive
A
nn
ex. B
uild
in
g
Ph
on
e: 2
40
-3
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-2
46
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ax: 2
40
-3
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40
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. B
altim
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SHEET NO.
SCALE
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:
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PROJECT NO.
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ON
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, MA
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LA
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SIO
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OU
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VA
RD
PROP R/W
PROP R/W
PROP R/W
PROP R/W
PROP R/W
PROP R/W
PROP R/W
PROP R/W
CUT = 129 SF
FILL = 53 SF
CUT = 157 SF
FILL = 28 SF
CUT = 2 SF
FILL = 50 SF
CUT = 112 SF
FILL = 29 SF
3 A
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ADDENDUM NO. 3ATTACHMENT C
Sheet 36 of 37
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STA. 51+50
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STA. 52+00
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0 20 40 60 80 100 1200-20-40-60-80-100-120
DE
SIG
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IO
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ES
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Y:
DR
AW
N B
Y:
Wa
sh
in
gto
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ou
nty A
dm
in
istra
tive
A
nn
ex. B
uild
in
g
Ph
on
e: 2
40
-3
13
-2
46
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ax: 2
40
-3
13
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40
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altim
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S
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SHEET NO.
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Y
PROJECT NO.
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SHIN
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RY
LA
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DIV
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INE
ER
ING
10-244
AP
RIL
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TM
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145 OF 145
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IE
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M C
RE
EK
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OF
ES
SIO
NA
L B
OU
LE
VA
RD
PROP R/WPROP R/W
PROP R/W
PROP R/W
PROP R/W
PROP R/W
CUT = 63 SF
FILL = 54 SF
CUT = 108 SF
FILL = 40 SF
CUT = 430 SF
FILL = 15 SF
3 A
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ADDENDUM NO. 3ATTACHMENT C
Sheet 37 of 37
