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PAVEMENT SHOT
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GROUND SHOT
VERTICAL SCALE: 1" =
UTILITY POLE
HYDRANT
❑
CONCRETE POST
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3
❑
STOCKADE FENCE
LIMIT OF PROPOSED
PROPOSED PIPE FENCE
EDGE OF PROPOSED
®
PROPOSED STONE WALL
SIDEWALK RECONSTRUCTION
EXISTING STONE WALL
SIDEWALK
278
EXISTING EDGE OF SIDEWALK
RIGHT OF WAY LINE
p
49.62
EXISTING SIDEWALK
HOLD EXISTING SIDEWALK
ELEVATION AT WALKWAY
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--
40.81
EXISTING❑
OF PAVEMENT �a
42.34 `
__._ - 45.88
44.39
-- �— 3— Q --_ --- x�
-
— — —
/
39EDGE
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'.. _46 . 47i i — — --
� 78 --
-- —
p
LEGEND
x41.19
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--=--e - —
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381;6.89 a� Ald,
—� _
0.00
PAVEMENT SHOT
0.0
GROUND SHOT
VERTICAL SCALE: 1" =
UTILITY POLE
HYDRANT
❑
CONCRETE POST
O
STOP SIGN
❑
STOCKADE FENCE
Q
PROPOSED PIPE FENCE
EXISTING PIPE FENCE
®
PROPOSED STONE WALL
I~ j
EXISTING STONE WALL
PROPOSED EDGE OF SIDEWALK
-- -- ---
EXISTING EDGE OF SIDEWALK
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V
J '
v V Jm
Q
STOP LINE
42.50 44.89 x5.40 45.77 3' TO FACE OF
EXISTING FOG LINE TO BE HOLD DISTANCE aa.2t PROPOSED WALL
USED AS CONSTRUCTION TO FRONT OF GALVINIZED STEEL 45.95 EXISTING DISTANCE
BASE LINE. WALL AT 3'-8". PIPE GUARDRAIL
STONE MASONRY WALL IS 2'-3")
ROUTE 6A (1894 STATE HIGHWAY LAYOUT - WIDTH VARIES)
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CENTERLINE OF CHURCH STREET
EDGE OF PAVEMENT AT STATION 140+50 ON ROUTE 6A.
50.00
PLAN
SCALE: 1" = 10'
10 5 0 10
(SCALE IN FEET)
1"=10'
GALVANIZED STEEL PIPE
GUARDRAIL -(SEE DETAIL)
3 PROPOSED 6" PROPOSED 6"
p LOAM AND SEED LOAM AND SEED
EXISTING GRADE
4'-O"
-►{ 18"
1.6% max.
SLOPE TO EXISTING
REUSE EXISTING
�' - � ,-.:^_.+�. - -+� �-�� � '. '' COPING
GRADE AS NEEDED. o II
PROPOSED 8"`2-3"GRAVEL BORROW. °0 O o a I I p°
PROPOSED 3" BITUMINOUS CONCRETE O l�
WALK SURFACE. TWO 1-1/2" LAYERS. ° ° °GRAVEL ° �J BATTER 1/2"
BACKFILLO° ° PER FOOT
O oOoC)
°CLASS I BITUMINOUS CONCRETE
O ° ° ° ° THICKNESS TO MATCH EXISTING
° o O o0 ° 4" WEEP HOLES ROAD --SAW CUT AND TACK
20' C. -TO C. COAT ALONG EXISTING PAVEMENT
CLASS "C" CONCRETE FOUNDATION
(SEE DETAIL)
PROFILE
HORIZONTAL SCALE: 1"
= 10'
VERTICAL SCALE: 1" =
2'
1/2 C.Y. MINIMUM o yup daQ
CRUSHED STONE Z 0 o pddp� EXISTING PAVEMENT
0 o Dopo ELEVATION
> C> O
v o0°°IBACKFILL
o D° z_
} O 0 GRRAVEL9 z0°O o T 0
00CLASS "C CONCRETE:•.''_�� 0
J O
L,2" 21" 1,12" 12"
CEMENTED STONE MASONRY WALL
AND SIDEWALK DETAIL
NOT TO SCALE
(FROM MHD PLATE 302.2.0)
NOTES:
GALVANIZED STEEL PIPE AND HAND RAIL TO
FOLLOW GRADE OF COPING.
2. STANDARD OR SPECIAL FITTINGS ARE TO BE
USED OR JOINTS MAY BE WELDED.
LLET
I—F 8'-0" MAX.
1-1/2" EXTRA STRONG PIPE
0
I
i�
GROUND SURFACE
2'-6" I I CEMENT CONCRETE I I
�
I�(cLAss "A")
6" BASE MIN. L_—J
f 10"
z�
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GENERAL NOTES:
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1. REUSE EXISTING COPING AND STONE ABOVE Q
GRADE. PROVIDE ADDITIONAL STONE BELOW -
GRADE, AS NEEDED.
2. GRADE, LOAM AND SEED ALL DISTURBED AREAS.
3. PROPOSED WORK BETWEEN STATIONS 140+50
AND 142+00.
GALVANIZED STEEL PIPE
GUARDRAIL DETAIL
NOT TO SCALE
(FROM MHD PLATE 409.1.0)
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