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GENERAL LEGEND
DESCRIPTION
EXISTING
PROPOSED
SANITARY SEWER
s
-- 8 "S PVC --
FORCE MAIN
-- — —FM— — —
., —6" FM Di--°'—
WATER MAIN
W
---w*W DI---
TEMPORARY WATER
—
STORM DRAIN
o
--18 "D RCP --
GAS
c
---- 4 "G---
ELECTRIC
E
-- E —
TELEPHONE
T
--- T �--
HOUSE CONNECTION
6" HOUSE
CONN (TYP)
GRINDER PUMP
O
• GP
SANITARY SEWER MANHOLE
O
• SMH
STORM DRAIN MANHOLE
®
• SDMH
ELECTRICAL MANHOLE
0
® EMH
TELEPHONE MANHOLE
(D
• TMH
AIR RELEASE VALVE MANHOLE
0
0 ARMH
FORCE MAiN CLEANOUT MANHOLE
0
• FMCO
CLEANOUT
0
• CO
CATCH BASIN
❑
■ CB
CATCH BASIN (CURB INLET)
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HYDRANT
V
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CAP OR PLUG
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GAS GATE VALVE
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UTILITY POLE
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GUY POLE
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LIGHT POST
Cy
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EDGE OF PAVEMENT
■
EDGE OF UNPAVED ROAD
-- --
CURB--------
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RAILROAD
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STONE WALL
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RETAINING WALL
RET WALL
RU WALL
FENCE
x x
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INDIVIDUAL DECIDUOUS TREES
LLJ
INDIVIDUAL EVERGREEN TREE
TREE LiNE
v
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SURVEY MARKER
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PROPERTY LINE
— R-
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EASEMENT LINE
ry
-- --- --- --
LIMIT OF WORK
i • • • i i • i !
°-
APPROX. LIMIT OF REFUSE
--- -- --
SPOT ELEVATIONS
X 141.5
X 141.5
CONTOUR LINES
—56—
56 —
DEPRESSION CONTOUR LINES
I I I
T"- "'T 'I
HOUSE NUMBER
#35
FLOOR ELEVATION
( FL =56.7
SILL ELEVATION
FS S =56.7 �i
WETLAND
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WETLAND FLAGS
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RIP RAP
STATE HIGHWAY STATION
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BENCH MARK
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AUGER
® A -1
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PERCOLATION TEST
� 1
0 PT -1
TEST PIT
TP
1
is TP -1
BORING
B -10
B -11
PROBE
P -10
P -11
GROUNDWATER MONITORING WELL
(D WS -1
WS-1
GAS MONITORING WELL
O GMW -10
GMW -10
GAS VENT
0 GV
• GV
STRAW BALES
•--�
ROCK OUTCROP
111 =111
DRAINAGE DITCH / SWALE
W
, E: ITEMS SHOWN IN THE LEGEND MAY NOT BE PRESENT IN THESE PLANS
REHABILITATION LEGEND — SHEETS C -5 TO C -9
DESCRIPTION
EXISTING
PROPOSED
SANITARY SEWER REHABILITATION
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SANITARY SEWER MANHOLE REHABILITATION
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DIRECTION OF FLOW
OPEN CUT POINT REPAIR
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CONSTRUCTION NOTES:
..
18. CALCULATION OF PIPE SLOPES IS BASED ON ELEVATION CHANGES
DIVIDED BY THE DISTANCE BETWEEN THE OUTSIDE EDGES OF THE
MANHOLE WALLS. FOR FOUR FOOT DIAMETER MANHOLES, THE
DISTANCE WAS CALCULATED AS THE CENTERLINE STATIONING MINUS
FIVE FEET. FOR FIVE FOOT DIAMETER MANHOLES, THE DISTANCE WAS
CALCULATED AS THE CENTERLINE STA110NING MINUS SIX FEET. 'IN'
INDICATES UPSTREAM END OF MANHOLE, 'OUT' INDICATES
DOWNSTREAM END OF MANHOLE.
COPYRIGHT 2015 WESTON & SAMPSON
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18. CALCULATION OF PIPE SLOPES IS BASED ON ELEVATION CHANGES
DIVIDED BY THE DISTANCE BETWEEN THE OUTSIDE EDGES OF THE
MANHOLE WALLS. FOR FOUR FOOT DIAMETER MANHOLES, THE
DISTANCE WAS CALCULATED AS THE CENTERLINE STATIONING MINUS
FIVE FEET. FOR FIVE FOOT DIAMETER MANHOLES, THE DISTANCE WAS
CALCULATED AS THE CENTERLINE STA110NING MINUS SIX FEET. 'IN'
INDICATES UPSTREAM END OF MANHOLE, 'OUT' INDICATES
DOWNSTREAM END OF MANHOLE.
COPYRIGHT 2015 WESTON & SAMPSON
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