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F8
WATERLINE DETAILS
VI
TYPICAL SECTIONS
LONG BAY ROAD
m p ro je c ts
\v ii s \s tt h o m a s \n h (3 c \p ro j_ d e v \c a d d \U
V
I3 (3
C U
T
IL
IT
Y
F
.d g n
:1
:4
A
M
/8 /2
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
STERLING, VIRGINIA
STATE PROJECT SHEET NO.
CT VI-0A30(035) C3
F9 p ro je c ts
\v ii s \s tt h o m a s \n h
(3 c
\p ro j_ d e v
\c a d d \U
V
I3
(3
C
U T
IL
IT
Y
F
.d g n :1
:0
A
M
/8 /2
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
STERLING, VIRGINIA
F10 VI
p ro je c ts
\v ii s \s tt h o m a s \n h (3 c \p ro j_ d e v \c a d d \U
V
I3 (3
C U
T
IL
IT
Y
F
.d g n
:2
:0
A
M
/8 /2
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
STERLING, VIRGINIA
ELECTRIC & TELEPHONE
CONDUIT DETAILS
F12 VI
p ro je c ts
\v ii s \s tt h o m a s \n h (3 c \p ro j_ d e v \c a d d \U
V
I3 (3
C U
T
IL
IT
Y
F
.d g n
:0
:0
A
M
/8 /2
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
STERLING, VIRGINIA
F13
ELECTRICAL MANHOLE
DETAIL
VI
p ro je c ts
\v ii s \s tt h o m a s \n h (3 c \p ro j_ d e v \c a d d \U
V
I3 (3
C U
T
IL
IT
Y
F
.d g n
:1
:2
A
M
/8 /2
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
STERLING, VIRGINIA
F14
ELECTRICAL DETAILS
p ro je c ts
\v ii s \s tt h o m a s \n h
(3 c
\p ro j_ d e v
\c a d d \U
V
I3
(3
C
U T
IL
IT
Y
F
.d g n
:0
:3
A
M
/8 /2
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
STERLING, VIRGINIA
F15
PROPOSED GUT
DETAILS
VI
p ro je c ts
\v ii s \s tt h o m a s \n h
(3 c
\p ro j_ d e v
\c a d d \U
V
I3
(3
C
U T
IL
IT
Y
F
.d g n
:0
:5
A
M
/8 /2
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
STERLING, VIRGINIA
F17
UTILITY HANDHOLE
UH-3
VI
p ro je c ts
\v ii s \s tt h o m a s \n h
(3 c
\p ro j_ d e v
\c a d d \U
V
I3
(3
C
U T
IL
IT
Y
F
.d g n
:0
:0
A
M
/8 /2
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
STERLING, VIRGINIA
F18
UNDERGROUND CABLE TV
PLAN
VI
p ro je c ts
\v ii s \s tt h o m a s \n h (3 c \p ro j_ d e v \c a d d \U
V
I3 (3
C U
T
IL
IT
Y
F
.d g n
:1
:3
A
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/8 /2
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
STERLING, VIRGINIA
F19
UNDERGROUND TELEPHONE
PLAN
VI
p ro je c ts
\v ii s \s tt h o m a s \n h
(3 c
\p ro j_ d e v
\c a d d \U
V
I3
(3
C
U T
IL
IT
Y
F
.d g n
:1
:4
A
M
/8 /2
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
STERLING, VIRGINIA
R1 VI
p ro je c ts
\v ii s \s tt h o m a s \n h (3 c \p ro j_ d e v \c a d d \D x x -D x x v ii s (3 s ig n a l.
d g n
:2
:0
A
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/8 /2
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
STERLING, VIRGINIA
STATE PROJECT SHEET NO.
SIGNAL PLAN
GENERAL NOTES
157-2
TEMPORARY
INLET PROTECTION
STANDARD
U.S. CUSTOMARY STANDARD
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
FEDERAL LANDS HIGHWAY
STANDARD APPROVED FOR USE 6/2005
REVISED:
S1 VI
p ro je c ts
\v ii s \s tt h o m a s \n h
(3 c
\p ro j_ d e v
\c a d d \S td -D e t\ s t1
.d g n
:4
:4
A M
/8
/2
E157-02
U.S. CUSTOMARY DETAIL
DETAIL
REVISED: 06/99 04/07
WIRE-BACKED SILT FENCE
DETAIL APPROVED FOR USE
S2
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
VI
m p ro je c ts
\v ii s \s tt h o m a s \n h
(3 c
\p ro j_ d e v
\c a d d \S td -D e t\ s t1 d e ta il .d g n
:5
:0
A
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E401-01
REVISED: 07/07
PAVEMENT
TRANSITIONS
S3
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
VI
m p ro je c ts
\v ii s \s tt h o m a s \n h (3 c \p ro j_ d e v \c a d d \S td -D e t\ s t4 d e ta il .d g n
:5
:4
A
M
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S4
SINGLE BOX CULVERT
STANDARD DETAIL
552-A
VI
m p ro je c ts
\v ii s \s tt h o m a s \n h
(3 c
\p ro j_ d e v
\c a d d \S td -D e t\ x d e ta il .d g n
:5
:2
A
M
/8 /2
DETAIL APPROVED FOR USE --/---- DETAIL
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
S5
STANDARD DETAIL
552-A
VI
m p ro je c ts
\v ii s \s tt h o m a s \n h (3 c \p ro j_ d e v \c a d d \S td -D e t\ x d e ta il .d g n
:5
:5
A
M
/8 /2
S6
STANDARD DETAIL
552-A
VI
m p ro je c ts
\v ii s \s tt h o m a s \n h (3 c \p ro j_ d e v \c a d d \S td -D e t\ x d e ta il .d g n
:5
:2
A
M
/8 /2
S7
STANDARD DETAIL
552-A
VI
m p ro je c ts
\v ii s \s tt h o m a s \n h
(3 c
\p ro j_ d e v
\c a d d \S td -D e t\ x d e ta il .d g n
:5
:5
A
M
/8 /2
S8
STANDARD DETAIL
552-A
VI
m p ro je c ts
\v ii s \s tt h o m a s \n h (3 c \p ro j_ d e v \c a d d \S td -D e t\ x d e ta il .d g n
:5
:1
A
M
/8 /2
S9
STANDARD DETAIL
552-A
VI
m p ro je c ts
\v ii s \s tt h o m a s \n h
(3 c
\p ro j_ d e v
\c a d d \S td -D e t\ x d e ta il .d g n
:0
:3
A
M
/8 /2
STANDARD DETAIL
552-A
S10 VI
m p ro je c ts
\v ii s \s tt h o m a s \n h (3 c \p ro j_ d e v \c a d d \S td -D e t\ x d e ta il .d g n
:0
:1
A M
/8
/2
REINFORCED CONCRETE BLOCK
WALL DETAILS AND NOTES
601-A
S11 VI
m p ro je c ts
\v ii s \s tt h o m a s \n h (3 c \p ro j_ d e v \c a d d \S td -D e t\ x d e ta il .d g n
:0
:3
A M
/8
/2
602-A
S12 VI
m p ro je c ts
\v ii s \s tt h o m a s \n h
(3 c
\p ro j_ d e v
\c a d d \S td -D e t\ x d e ta il .d g n
:0
:1
A
M
/8 /2
602-A
S13 VI
m p ro je c ts
\v ii s \s tt h o m a s \n h
(3 c
\p ro j_ d e v
\c a d d \S td -D e t\ x d e ta il .d g n
:0
:3
A M
/8
/2
602-B
S14 VI
m p ro je c ts
\v ii s \s tt h o m a s \n h
(3 c
\p ro j_ d e v
\c a d d \S td -D e t\ x d e ta il .d g n
:0
:3
A
M
/8 /2
602-B
S15 VI
m p ro je c ts
\v ii s \s tt h o m a s \n h
(3 c
\p ro j_ d e v
\c a d d \S td -D e t\ x d e ta il .d g n
:1
:0
A
M
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DRAINAGE DETAILS
604-A
S16 VI
m p ro je c ts
\v ii s \s tt h o m a s \n h (3 c \p ro j_ d e v \c a d d \S td -D e t\ x d e ta il .d g n
:1
:3
A M
/8
/2
STANDARD MANHOLE
SHEET 1 OF 2
A A
B
B
B
B
A
A
C C CC
604-B
S17 VI
m p ro je c ts
\v ii s \s tt h o m a s \n h
(3 c
\p ro j_ d e v
\c a d d \S td -D e t\ x d e ta il .d g n
:1
:0
A M
/8
/2
MANHOLE NO. 1
SHEET 2 OF 2
604-B
S18 VI
m p ro je c ts
\v ii s \s tt h o m a s \n h (3 c \p ro j_ d e v \c a d d \S td -D e t\ x d e ta il .d g n
:1
:3
A M
/8
/2
BASE I.D. MIN. "t"
MAX PIPE
SIZE
MAXIMUM PIPE SIZES
60" 5" 36"
48"6"72"
54"7"84"
60"90"
66"8"96"
72"9"108"
7 12"
MANHOLE No. 3
604-C
S19 VI
m p ro je c ts
\v ii s \s tt h o m a s \n h (3 c \p ro j_ d e v \c a d d \S td -D e t\ x d e ta il .d g n
:1
:1
A
M
/8 /2
CONSTRUCTION INFORMATION
Minimum weight of grate, 120 lbs.
CATCH BASIN OUTLET PIPE SIZE
2-2B 12" TO 21"
CATCH BASIN 2-2B
AA A A
B
B
B
B
CC C C
A
A
B
B
604-D
S20 VI
m p ro je c ts
\v ii s \s tt h o m a s \n h
(3 c
\p ro j_ d e v
\c a d d \S td -D e t\ x d e ta il .d g n
:1
:3
A
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/8 /2
604-ESHEET 1 OF 2
CATCH BASIN No. 3
S21 VI
m p ro je c ts
\v ii s \s tt h o m a s \n h (3 c \p ro j_ d e v \c a d d \S td -D e t\ x d e ta il .d g n
:1
:3
A
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/8 /2
CATCH BASIN No. 3
SHEET 2 OF 2 604-E
S22 VI
m p ro je c ts
\v ii s \s tt h o m a s \n h
(3 c
\p ro j_ d e v
\c a d d \S td -D e t\ x d e ta il .d g n
:1
:4
A
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/8 /2
CATCH BASIN No. 5
SHEET 1 OF 2 604-F
S23 VI
m p ro je c ts
\v ii s \s tt h o m a s \n h (3 c \p ro j_ d e v \c a d d \S td -D e t\ x d e ta il .d g n
:1
:3
A M
/8
/2
CATCH BASIN No. 5
SHEET 2 OF 2 604-F
S24 VI
m p ro je c ts
\v ii s \s tt h o m a s \n h
(3 c
\p ro j_ d e v
\c a d d \S td -D e t\ x d e ta il .d g n
:1
:0
A M
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/2
UTILITY DETAILS
611-A
A
S26 VI
m p ro je c ts
\v ii s \s tt h o m a s \n h
(3 c
\p ro j_ d e v
\c a d d \S td -D e t\ x d e ta il .d g n
:1
:2
A M
/8
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21" SANITARY UNDERPASS &
CONCRETE BULL NOTE DETAIL
0102030
ITEM 61202-0700 SMOOTH WALL
POLYETHILANE PIPE
612-A
S27 VI
m p ro je c ts
\v ii s \s tt h o m a s \n h
(3 c
\p ro j_ d e v
\c a d d \S td -D e t\ x d e ta il .d g n
:2
:0
A M
/8
/2
FEDERAL LANDS HIGHWAY
STANDARDSTANDARD APPROVED FOR USE --/----
U.S. CUSTOMARY STANDARD
REVISED:
DRAFT: 1/2004 615-1
WHEELCHAIR RAMP
CURB CUT
S28 VI
m p ro je c ts
\v ii s \s tt h o m a s \n h (3 c \p ro j_ d e v \c a d d \S td -D e t\ s t6
.d g n
:2
:5
A M
/8
/2
E615-01
DETAIL APPROVED FOR USE 02/2007
2’ min.
4’’ Bed course
PORTLAND CEMENT
CONCRETE SIDEWALK
REVISED: 04/07
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
S29 VI
m p ro je c ts
\v ii s \s tt h o m a s \n h
(3 c
\p ro j_ d e v
\c a d d \S td -D e t\ s t6 d e ta il .d g n
:2
:2
A
M
/8 /2
DRIVEWAY DETAILS
AA
D
D
C C
B B
615-A
S30 VI
m p ro je c ts
\v ii s \s tt h o m a s \n h (3 c \p ro j_ d e v \c a d d \S td -D e t\ x d e ta il .d g n
:2
:0
A
M
/8 /2
FEDERAL LANDS HIGHWAY
STANDARDSTANDARD APPROVED FOR USE --/----
U.S. CUSTOMARY STANDARD
REVISED:
DRAFT: 1/2004
WHEELCHAIR RAMP
CURB TAPER
615-2A
S31 VI
m p ro je c ts
\v ii s \s tt h o m a s \n h (3 c \p ro j_ d e v \c a d d \S td -D e t\ s t6
A
.d g n
:2
:4
A M
/8
/2
REVISED: 1/08
TREES AND SHRUBS
PLANTING METHODS
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
E626-A
S32 VI
m p ro je c ts
\v ii s \s tt h o m a s \n h (3 c \p ro j_ d e v \c a d d \S td -D e t\ s t6
A d e ta il .d g n
:2
:5
A
M
/8 /2
E629-01
REVISED: 1/08
SLOPE STABILIZATION
WITH MATTING
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
S33 p ro je c ts
\v ii s \s tt h o m a s \n h (3 c \p ro j_ d e v \c a d d \S td -D e t\ s t6 d e ta il .d g n
:2
:2
A M
/8
/2
E633-01
SIGN
STRUCTURES
S34
STOP
SPEED
LIMIT
M PH
VI
m p ro je c ts
\v ii s \s tt h o m a s \n h
(3 c
\p ro j_ d e v
\c a d d \S td -D e t\ s t6 d e ta il .d g n
:2
:1
A
M
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E633-02
BREAKAWAY SIGN SUPPORT,
WEATHERING STEEL
S35
VI
m p ro je c ts
\v ii s \s tt h o m a s \n h (3 c \p ro j_ d e v \c a d d \S td -D e t\ s t6 d e ta il .d g n
:2
:0
A M
/8
/2
DETAIL APPROVED FOR USE 3/2003
PAVEMENT MARKINGS
SYMBOLS AND WORDS
E634-01
REVISED: 06/2007
EASTERN FEDERAL LANDS HIGHWAY DIVISION
S36 VI
m p ro je c ts
\v ii s \s tt h o m a s \n h
(3 c
\p ro j_ d e v
\c a d d \S td -D e t\ s t6 d e ta il .d g n
:2
:2
A
M
/8 /2
E634-03REVISED: 11/94 03/2007
DETAIL APPROVED FOR USE 10/94
WITH AND WITHOUT
RAISED PAVEMENT MARKERS
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
S37 VI
m p ro je c ts
\v ii s \s tt h o m a s \n h (3 c \p ro j_ d e v \c a d d \S td -D e t\ s t6 d e ta il .d g n
:2
:5
A M
/8
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E634-04
PAVEMENT MARKERS
IN NEUTRAL AREAS
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
S38 VI
m p ro je c ts
\v ii s \s tt h o m a s \n h (3 c \p ro j_ d e v \c a d d \S td -D e t\ s t6 d e ta il .d g n
:2
:3
A M
/8
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635-1
TEMPORARY TRAFFIC CONTROL
ADVANCE SIGNING
STANDARD
U.S. CUSTOMARY STANDARD
STANDARD APPROVED FOR USE 6/2005
REVISED:
DRAFT: 1/2007
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
ADJUST LAYOUT FOR LEFT SIDE DRIVING
IN ST. THOMAS, US VIRGIN ISLANDS
S39 xx
ROAD WORK
NEXT MILES
xx
ROAD WORK
NEXT MILES
ROAD WORK
END ROAD WORK
END
ROAD
WORK
AHEAD
ROAD NAME
ROAD
WORK
AHEAD
ROAD NAME
ROAD WORK
END
ROAD
WORK
xx FT
VI
m p ro je c ts
\v ii s \s tt h o m a s \n h
(3 c
\p ro j_ d e v
\c a d d \S td -D e t\ s t6
.d g n :2
:2
A
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TEMPORARY
635-2
STANDARD
U.S. CUSTOMARY STANDARD
STANDARD APPROVED FOR USE 6/2005
REVISED:
DRAFT: 11/2007
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
VI
m p ro je c ts
\v ii s \s tt h o m a s \n h
(3 c
\p ro j_ d e v
\c a d d \S td -D e t\ s t6
.d g n
:3
:0
A
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VI-0A30(035) C3 S40
635-6
SINGLE LANE CLOSURE LAYOUT
(WITH FLAGGERS)
STANDARD
U.S. CUSTOMARY STANDARD
DRAFT: 1/2007
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
ADJUST SIGN AND DEVICE LAYOUT FOR LEFT SIDE
DRIVING IN ST. THOMAS, US VIRGIN ISLANDS
S41
ROAD
WORK
AHEAD AHEAD
ONE LANE
ROAD
MPH
XX
FEET
xxx
ROAD WORK
END
VI
m p ro je c ts
\v ii s \s tt h o m a s \n h (3 c \p ro j_ d e v \c a d d \S td -D e t\ s t6
.d g n
:3
:5
A
M
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PART LANE WIDTH AND
SHOULDER CLOSURE LAYOUT
WITH TEMPORARY BARRIER
ADJUST SIGN AND DEVICE LAYOUT FOR LEFT SIDE
DRIVING IN ST. THOMAS, US VIRGIN ISLANDS
E635-12A
S42
ROAD WORK
END
ROAD WORK
END
ROAD
WORK
AHEAD
DO
NOT
PASS
ROAD
NARROWS
NO
PASSING
ZONE
MPH
XX
VI
m p ro je c ts
\v ii s \s tt h o m a s \n h
(3 c
\p ro j_ d e v
\c a d d \S td -D e t\ s t6
.d g n :3
:3
A
M
/8 /2
635-13
DRAFT: 11/2007
TEMPORARY TRAFFIC CONTROL
SINGLE LANE CLOSURE LAYOUT
(WITH TEMPORARY BARRIER)
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
ADJUST SIGN AND DEVICE LAYOUT FOR LEFT SIDE
DRIVING IN ST. THOMAS, US VIRGIN ISLANDS
S43 VI
m p ro je c ts
\v ii s \s tt h o m a s \n h (3 c \p ro j_ d e v \c a d d \S td -D e t\ s t6
.d g n
:3
:1
A
M
/8 /2
635-14
DRAFT: 11/2007
TEMPORARY TRAFFIC CONTROL
SIGN INSTALLATION
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
S44 VI
m p ro je c ts
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E635-16
AMERICAN RECOVERY AND
REINVESTMENT ACT
SIGN LAYOUT DETAILS (5.5’)
S45
.5
.6 .8
.5
.6
7.5 15.3 4 13.2 4 4.4 4 6.1 7.5
9 4 9
7.6 2.2
4 4 7.4 7.6
12.1 17.9 6 17.9 12.1
33.2
21.622.4
.5
22.4 17.4 4 18.8
32 5 4 12
3.4
.5
.4
6.9 12.7 4.8
.4
24.4 p ro je c ts
\v ii s \s tt h o m a s \n h
(3 c
\p ro j_ d e v
\c a d d \S td -D e t\ s t6 d e ta il .d g n
:3
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A
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E636-01
REVISED: 07/07
TRAFFIC DETECTION
DEVICES
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
S46 VI
m p ro je c ts
\v ii s \s tt h o m a s \n h
(3 c
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636-A
FOUNDATION
CONCRETE
TYPE W D
2 50" 36" 1.85 C.Y.
40" 24" 0.99 C.Y.
CONTROLLER CABINET
S47 VI
m p ro je c ts
\v ii s \s tt h o m a s \n h
(3 c
\p ro j_ d e v
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MAST ARM SIGNAL SUPPORT
CLAMP
ARM ATTACHMENT
POLE DETAIL
BASE PLATE
7 x 3.50 x 25’
8 x 3.52 x 32’
9 x 3.68 x 38’
10.32 x 5.00 x 38’
14 12"
14 12"
14 12"
16 12"
16 12"
16 12"
14 12"
14 12"
12 12"
12 12"
10 12"
10 12
10 12"
12 12"
9 12"
9 12"
9 12"
1 14"
1 14" 1 38"
1 14"
1 14"
1 14"
1 14"
1 14"
1 12"
1 12"
1 14"
1 14"
1 14"
1 14"
1 14"
2 38"
1 34"
1 34"
1 34"
2 18"
2 18"
1 12"
1 12"
1 12"
1 34"
1 34"
13 12"
14 18"
15 58"
18 12"
20 12"
20 12"
9 916"
10 58"
11 516"
12 34"
14 18"
14 18"
1 12"
1 12"
1 12"
2 90
12"
12"
12"
14 12"
E636-B
S48 VI
m p ro je c ts
\v ii s \s tt h o m a s \n h
(3 c
\p ro j_ d e v
\c a d d \S td -D e t\ d t6
-X li g h tp o le
.d g n
:3
:4
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STRAIN POLES
POLE DETAIL
BASE PLATE
TAPERED TUBE PIPE
EMBEDDED POLE DETAIL
SPAN WIRE CLAMP
ANCHOR TYPE SHACKEL
COMBINATION POLE
Sheet 1 of 2 E636-C
S49 VI
m p ro je c ts
\v ii s \s tt h o m a s \n h (3 c \p ro j_ d e v \c a d d \S td -D e t\ d t6
-X
X li g h tp o le
.d g n
:3
:3
A
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1 14"
1 12"
1 12"
2 12"
2 12"
2 12"
2 12"
12 12"
13 12"
23 12"
7 116"
8 78"
9 916"
10 58"
11 516"
11 516"
12 34"
14 18"
15 12"
15 12"
15 12"
16 58"
10 12"
12 34"
14 18"
15 58"
18 12"
20 12"
24 12"
1 58"
1 78"
1 78"
2 18"
2 18"
2 118"
2 38"
2 38"
2 38"
2 58"
2 58"
2 78"
1 14"
1 12"
1 12"
1 34"
1 34"
1 34"
2 14"
2 14"
2 12"
STRAIN POLES
DETAIL
Sheet 2 of 2 E636-C
S50
TITLE
EXXX-XX
VI
m p ro je c ts
\v ii s \s tt h o m a s \n h (3 c \p ro j_ d e v \c a d d \S td -D e t\ d t6
-X
X li g h tp o le
.d g n
:3
:1
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E636-D
FOUNDATIONS
ANCHOR BASE
ANCHOR BOLTS
(See note 3)
S51 VI
m p ro je c ts
\v ii s \s tt h o m a s \n h (3 c \p ro j_ d e v \c a d d \S td -D e t\ d t6
-X
X X li g h tp o le
.d g n
:3
:2
A
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CONCRETE BOX,
SIGN HANGER ASSEMBLY,
MAST ARM AND
ROADWAY CONDUIT
CONCRETE PULL BOX
SIGN HANGER ASSEMBLY, MAST ARM
CONDUIT BURIAL IN ROADWAY
ELECTRICAL SERVICE INSTALLATION
E636-E
S52 VI
m p ro je c ts
\v ii s \s tt h o m a s \n h (3 c \p ro j_ d e v \c a d d \S td -D e t\ d t6
-X
X X
X li g h tp o le
.d g n
:4
:5
A M
/8
/2
SECTION1
SECTION1
PLAN
FRONT ELEVATION
ROOF FRAMING PLAN
VIEW SLAB IF REQ’D - 1" ABOVE
EXISTING SURFACE FANED IN -6"
SLAB POURED MONOLITHIC W/ FOOTING
26 GA. GALVALUME RIDGE CAP
26 GA. GALVALUME ROOFING
54"x6" PURUNS TOP, BOTTOM
54"x4" INTERMEDIATE
12" BORATE TREATED
T111 2"
8" CONCRETE
2-3"x8" @ 2’-0" O.C.
12" CONCRETE
O
O
3"x12"
2"x2"
3"x12" FASCIA 2"x2" TRIM
BUS SHELTER DETAILS
646-A
S53 VI
m p ro je c ts
\v ii s \s tt h o m a s \n h
(3 c
\p ro j_ d e v
\c a d d \S td -D e t\ x d e ta il .d g n
:4
:2
A
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CONCRETE DETAILS
CONNECTOR DETAILS
ELEVATIONS
VIEW "D"
COLUMN DETAILS
# 3 SPIRAL
# 3 SPIRAL
COLLAR BEAM DETAILS (BETWEEN COLUMNS)
DETAIL
DETAIL2
C
L
C
L
646-A
BUS SHELTER DETAILS
S54 VI
m p ro je c ts
\v ii s \s tt h o m a s \n h
(3 c
\p ro j_ d e v
\c a d d \S td -D e t\ x d e ta il .d g n
:4
:0
A
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00 1010 2020 3030 4040506070
/8
/2
:4
:0
A M m p ro je c ts
\v ii s \s tt h o m a s \n h (3 c \p ro j_ d e v \c a d d \X v ii s (3
X S
S H
E E
T .d g n
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
STERLING, VIRGINIA
STATE PROJECT
SHEET
NO.
0 0
5 5
10 10
15 15
0 0
5 5
10 10
15 15
0 0
5 5
10 10
15 15
VI T3
CROSS SECTIONS
20+00 to 21+00
LONG BAY ROAD
CT VI-0A30(035) C3
CL_SG
Sta. 20+00.00 R 1
Des. Grade = 6.6838
Subgrade = 5.3505
Orig. Grnd. = 6.0671
CL
-2.0000%
CFL
TFCTBC
43SHLD_SG
ISW
OSW
ESWBHPF
CP_SGSSF
E x c a v a ti o n
L im it s
1:2 -2.0000%+2.0000%-2.0000%
-2.0000%
CFL
TFC TBC
81 82
44SHLD_SG
ISW
OSW
ESWB
CL_SG
Sta. 20+50.00 R 1
Des. Grade = 6.4823
Subgrade = 5.1490
Orig. Grnd. = 5.9894
CL
-2.0000%
CFL
TFCTBC
43SHLD_SG
ISW
OSW
ESWBHPF
CP_SGSSF
E x c a v a ti o n
L im it s
1:2 -2.0000%+2.0000%-2.0000%
-2.0000%
CFL
TFC TBC
81 82
44SHLD_SG
ISW
OSW
ESWB
CL_SG
Sta. 21+00.00 R 1
Des. Grade = 6.2808
Subgrade = 4.9474
Orig. Grnd. = 6.0447
CL
-2.0000%
CFL
TFCTBC
43SHLD_SG
ISW
OSW
ESWBHPFCP_SGSSF
E x c a v a ti o n
L im it s
1:20 -2.0000%+2.0000%-2.0000%
-2.0000%
CFL
TFC TBC
81 82
44SHLD_SG
ISW
OSW
ESWB
1:4
BDTHPC
SSCCP_SG
E x c a v a ti o n
L im it s
1:2
/2
:4
:1
A
M m p ro je c ts
\v ii s \s tt h o m a s \n h (3 c \p ro j_ d e v \c a d d \X v ii s (3
X S
S H
E E
T .d g n
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
STERLING, VIRGINIA
STATE PROJECT
SHEET
NO.
0 0
5 5
10 10
15 15
0 0
5 5
10 10
15 15
0 0
5 5
10 10
15 15
VI T4
CROSS SECTIONS
21+50 to 22+50
LONG BAY ROAD
CT VI-0A30(035) C3
CL_SG
Sta. 21+50.00 R 1
Des. Grade = 6.2800
Subgrade = 4.9467
Orig. Grnd. = 6.1102
CL
-2.0000%
CFL
TFCTBC
43SHLD_SG
ISW
OSW
ESWBHPF
CP_SGSSF
E x c a v a ti o n
L im it s
1:2 -2.0000%+2.0000%-2.0000%
-2.0000%
CFL
TFC TBC
81 82
44SHLD_SG
ISW
OSW
ESWB
1:4
BDTHPC
SSCCP_SG
E x c a v a ti o n
L im it s
1:2
CL_SG
Sta. 22+00.00 R 1
Des. Grade = 6.4800
Subgrade = 5.1467
Orig. Grnd. = 6.0148
CL
-2.0000%
CFL
TFCTBC
43SHLD_SG
ISW
OSW
ESWBHPF
CP_SGSSF
E x c a v a ti o n
L im it s
1:2 -2.0000%+2.0000%-2.0000%
-2.0000%
CFL
TFC TBC
81 82
44SHLD_SG
ISW
OSW
ESWB
1:4
BDTHPC
SSCCP_SG
E x c a v a ti o n
L im it s
1:1
CL_SG
Sta. 22+50.00 R 1
Des. Grade = 6.6800
Subgrade = 5.3467
Orig. Grnd. = 6.1315
CL
-2.0000%
CFL
TFCTBC
43SHLD_SG
ISW
OSW
ESWBHPF
CP_SGSSF
E x c a v a ti o n
L im it s
1:2 -2.0000%+2.0000%-2.0000%
-2.0000%
CFL
TFC TBC
81 82
44SHLD_SG
ISW
OSW
ESWB
1:4
BDTHPC
SSCCP_SG
E x c a v a ti o n
L im it
1:1
/2
:4
:3
A
M m p ro je c ts
\v ii s \s tt h o m a s \n h (3 c \p ro j_ d e v \c a d d \X v ii s (3
X S
S H
E E
T .d g n
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
STERLING, VIRGINIA
STATE PROJECT
SHEET
NO.
0 0
5 5
10 10
15 15
0 0
5 5
10 10
15 15
0 0
5 5
10 10
15 15
VI T5
CROSS SECTIONS
23+00 to 24+00
LONG BAY ROAD
CT VI-0A30(035) C3
CL_SG
Sta. 23+00.00 R 1
Des. Grade = 6.8800
Subgrade = 5.5467
Orig. Grnd. = 6.0174
CL
-2.0000%
CFL
TFCTBC
43SHLD_SG
ISW
OSW
ESWBHPF
CP_SGSSF
E x c a v a ti o n
L im it s
1:2 -2.0000%+2.0000%-2.0000%
-2.0000%
CFL
TFC TBC
81 82
44SHLD_SG
ISW
OSW
ESWB
1:4
BDTHPC
SSCCP_SG
E x c a v a ti o n
L im it s
2:
CL_SG
Sta. 23+50.00 R 1
Des. Grade = 7.0708
Subgrade = 5.7375
Orig. Grnd. = 6.0238
CL
-2.0000%
CFL
TFCTBC
43SHLD_SG
ISW
OSW
ESWBHPF
CP_SGSSF
E x c a v a ti o n
L im it s
1:2 -2.0000%+2.0000%-2.0000%
-2.0000%
CFL
TFC TBC
81 82
44SHLD_SG
ISW
OSW
ESWB
1:4
BDTHPC
SSCCP_SG
E x c a v a ti o n
L im it s
2:
CL_SG
Sta. 24+00.00 R 1
Des. Grade = 6.9139
Subgrade = 5.5806
Orig. Grnd. = 5.9171
CL
-2.0000%
CFL
TFCTBC
43SHLD_SG
ISW
OSW
ESWBHPF
CP_SGSSF
E x c a v a ti o n
L im it s
1:2 -2.0000%+2.0000%-2.0000%
-2.0000%
CFL
TFC TBC
81 82
44SHLD_SG
ISW
OSW
ESWB
BDTHPCSSCCP_SG
E x c a v a ti o n
L im it
/2
:4
:4
A M m p ro je c ts
\v ii s \s tt h o m a s \n h (3 c \p ro j_ d e v \c a d d \X v ii s (3
X S
S H
E E
T .d g n
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
STERLING, VIRGINIA
STATE PROJECT
SHEET
NO.
0 0
5 5
10 10
15 15
0 0
5 5
10 10
15 15
0 0
5 5
10 10
15 15
VI T6
CROSS SECTIONS
24+50 to 25+50
LONG BAY ROAD
CT VI-0A30(035) C3
CL_SG
Sta. 24+50.00 R 1
Des. Grade = 6.7071
Subgrade = 5.3738
Orig. Grnd. = 6.0116
CL
-2.0000%
CFL
TFCTBC
43SHLD_SG
ISW
OSW
ESWBHPF
CP_SGSSF
E x c a v a ti o n
L im it s
1:2 -2.0000%+2.0000%-2.0000%
-2.0000%
CFL
TFC TBC
81 82
44SHLD_SG
ISW
OSW
ESWB
CL_SG
Sta. 25+00.00 R 1
Des. Grade = 6.5003
Subgrade = 5.1670
Orig. Grnd. = 6.0281
CL
-2.0000%
CFL
TFCTBC
43SHLD_SG
ISW
OSW
ESWB
BDTHPC
SSCCP_SG
E x c a v a ti o n
L im it s
-2.0000%+2.0000%-2.0000%
-2.0000%
CFL
TFC TBC
81 82
44SHLD_SG
ISW
OSW
ESWB
CL_SG
Sta. 25+50.00 R 1
Des. Grade = 6.2936
Subgrade = 4.9602
Orig. Grnd. = 6.1003
CL
-2.0000%
CFL
TFCTBC
43SHLD_SG
ISW
OSW
ESWB
BDTHPCSSCCP_SG
E x c a v a ti o n
L im it s
-2.0000%+2.0000%-2.0000%
-2.0000%
CFL
TFC TBC
81 82
44SHLD_SG
ISW
OSW
ESWB
/2
:5
:1
A M m p ro je c ts
\v ii s \s tt h o m a s \n h (3 c \p ro j_ d e v \c a d d \X v ii s (3
X S
S H
E E
T .d g n
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
STERLING, VIRGINIA
STATE PROJECT
SHEET
NO.
0 0
5 5
10 10
15 15
0 0
5 5
10 10
15 15
0 0
5 5
10 10
15 15
VI T7
CROSS SECTIONS
26+00 to 27+00
LONG BAY ROAD
CT VI-0A30(035) C3
CL_SG
Sta. 26+00.00 R 1
Des. Grade = 6.0868
Subgrade = 4.7534
Orig. Grnd. = 6.1463
CL
-2.0000%
CFL
TFCTBC
43SHLD_SG
ISW
OSW
ESWBHPF
CP_SGSSF
E x c a v a ti o n L im it s
1:20 -2.0000%+2.0000%-2.0000%
-2.0000%
CFL
TFC TBC
81 82
44SHLD_SG
ISW
OSW
ESWB
1:4
BDTHPC
SSCCP_SG
E x c a v a ti o n L im it s
2:
CL_SG
Sta. 26+50.00 R 1
Des. Grade = 6.1067
Subgrade = 4.7734
Orig. Grnd. = 6.3745
CL
-2.0000%
CFL
TFCTBC
43SHLD_SG
ISW
OSW
ESWB
BDTHPC
SSCCP_SG
E x c a v a ti o n L im it s
-2.0000%+2.0000%-2.0000%
-2.0000%
CFL
TFC TBC
81 82
44SHLD_SG
ISW
OSW
ESWB
CL_SG
Sta. 27+00.00 R 1
Des. Grade = 6.5800
Subgrade = 5.2467
Orig. Grnd. = 6.4483
CL
-2.0000%
CFL
TFCTBC
43SHLD_SG
ISW
OSW
ESWB
BDTHPCSSCCP_SG
E x c a v a ti o n L im it s
-2.0000%+2.0000%-2.0000%
-2.0000%
CFL
TFC TBC
81 82
44SHLD_SG
/2
:5
:3
A
M m p ro je c ts
\v ii s \s tt h o m a s \n h (3 c \p ro j_ d e v \c a d d \X v ii s (3
X S
S H
E E
T .d g n
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
STERLING, VIRGINIA
STATE PROJECT
SHEET
NO.
0 0
5 5
10 10
15 15
0 0
5 5
10 10
15 15
0 0
5 5
10 10
15 15
VI T8
CROSS SECTIONS
27+50 to 28+50
LONG BAY ROAD
CT VI-0A30(035) C3
CL_SG
Sta. 27+50.00 R 1
Des. Grade = 7.2800
Subgrade = 5.9467
Orig. Grnd. = 6.4116
CL
-2.0000%
CFL
TFCTBC
43SHLD_SG
ISW
OSW
ESWBHPF
CP_SGSSF
E x c a v a ti o n L im it s
1:2 -2.0000%+2.0000%-2.0000%
-2.0000%
CFL
TFC TBC
81 82
44SHLD_SG
ISW
OSW
CL_SG
Sta. 28+00.00 R 1
Des. Grade = 7.9800
Subgrade = 6.6467
Orig. Grnd. = 6.4786
CL
-2.0000%
CFL
TFCTBC
43SHLD_SG
ISW
OSW
ESWBCP_SGSSF
E x c a v a ti o n L im it s
1:1.$ -2.0000%+2.0000%-2.0000%
-2.0000%
CFL
TFC TBC
81 82
44SHLD_SG
ISW
OSW
ESWB
CL_SG
Sta. 28+50.00 R 1
Des. Grade = 8.5883
Subgrade = 7.2550
Orig. Grnd. = 6.8712
CL
-2.0000%
CFL
TFCTBC
43SHLD_SG
ISW
OSW
ESWBHPF
CP_SGSSF
E x c a v a ti o n L im it s
1:2 -2.0000%+2.0000%-2.0000%
-2.0000%
CFL
TFC TBC
81 82
44SHLD_SG
ISW
/2
:5
:4
A M m p ro je c ts
\v ii s \s tt h o m a s \n h (3 c \p ro j_ d e v \c a d d \X v ii s (3
X S
S H
E E
T .d g n
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
STERLING, VIRGINIA
STATE PROJECT
SHEET
NO.
0 0
5 5
10 10
15 15
5 5
10 10
15 15
5 5
10 10
15 15
VI T9
CROSS SECTIONS
29+00 to 30+00
LONG BAY ROAD
CT VI-0A30(035) C3
CL_SG
Sta. 29+00.00 R 1
Des. Grade = 9.0133
Subgrade = 7.6800
Orig. Grnd. = 8.0152
CL
-2.0000%
CFL
TFCTBC
43SHLD_SG
ISW
OSW
ESWBHPF
CP_SGSSF
E x c a v a ti o n L im it s
1:2 -2.0000%+2.0000%-2.0000%
-2.0000%
CFL
TFC TBC
81 82
44SHLD_SG
ISW
OSW
ESWB
CL_SG
Sta. 29+50.00 R 1
Des. Grade = 9.3467
Subgrade = 8.0133
Orig. Grnd. = 8.8273
CL
-2.0000%
CFL
TFCTBC
43SHLD_SG
ISW
OSW
ESWBHPF
CP_SGSSF
E x c a v a ti o n L im it s 1:2 -2.0000%+2.0000%-2.0000%
-2.0000%
CFL
TFC TBC
81 82
44SHLD_SG
ISW
OSW
ESWB
CL_SG
Sta. 30+00.00 R 1
Des. Grade = 9.6800
Subgrade = 8.3467
Orig. Grnd. = 9.3413
CL
-2.0000%
CFL
TFCTBC
43SHLD_SG
ISW
OSW
ESWBHPF
CP_SGSSF
E x c a v a ti o n L im it s
1:2 -2.0000%+2.0000%-2.0000%
-2.0000%
CFL
TFC TBC
81 82
44SHLD_SG
ISW
/2
:5
:0
A M m p ro je c ts
\v ii s \s tt h o m a s \n h (3 c \p ro j_ d e v \c a d d \X v ii s (3
X S
S H
E E
T .d g n
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
STERLING, VIRGINIA
STATE PROJECT
SHEET
NO.
5 5
10 10
15 15
20 20
VI T10
LONG BAY ROAD
CROSS SECTIONS
30+50
CT VI-0A30(035) C3
CL_SG
Sta. 30+50.00 R 1
Des. Grade = 9.8800
Subgrade = 8.5467
Orig. Grnd. = 9.4308
CL
-2.0000%
CFL
TFCTBC
43SHLD_SG
ISW
OSW
ESWBHPF
CP_SGSSF
E x c a v a ti o n L im it s
1:2 -2.0000%+2.0000%-2.0000%
-2.0000%
CFL
TFC TBC
81 82
44SHLD_SG
ISW
OSW
ESWBHPF
CP_SGSSF
E x c a v a ti o n L im it
1:2
File details come from the government source that posted it. Updated .