HomeMy WebLinkAboutS-348902I
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EXISTING UTILITY STRUCTUKLS
& CULVERT ENDS
1 SSMH
RIM EL. = 470.18'
81, P.V.C. W.-E. = 461.93'
J2 SSMH
RIM EL. = 464.87'
8,, P.V.C. W.-E. = 458.12'
13 CB
RIM EL. = 465.22'
6" C.P.P. W. = 461.67'
12" C.P.P. N. = 461-62'
J4 CB
RIM EL. = 465.21
12" C.P.P. S. = 461.36'
12" C.P.P. E. = *61.56'
j5 ca (SOLID LID),
RIM EL. = 464.56'
12" C.P.P. W. = 460.76'
12" C.P.P. E. = 460-66'
16 CB
RIM EL. = 470.84'
12" CONC. SW- = 468-94'
12" CONC. N. = 469.14'
J7 CB (SOLID LID),
RIM EL. = 471.16'
12" C.P.P. S.W. = 467.56'
12" C.P.P. E. = 465.46'
J8 CULVERT PIPE
12" C.P.P. = 469.46'
J9 CULVERT PIPE
12" C.P.P. = 469.17'
110 CULVERT PIPE
12" R.C.P. = 468-99
46
REL LAGE g6, p.A
ly k01 6
f I vol
Vol HOUSE �lb I
HOUSE
'
478 TOE OF ROC KERY
0.6' N. OF
BOY LINE
476 476
END OF RETAINING WALL QN 74
E OF WOOD
RETAINING WALL NO
RETAINING WALL
AVV- p 0080
No 8 AC•)
92f ,rj' (2
VA R fo��1.00- *,d9'i5f'
WATER
4-
J7 ASPHALT EDGE
SSMH LOCATED -j
NEW PAVIN 84! 6" PVC � 248.6' EAST OF
Typ. CIN SSMH 1
2% MIN., DTL 1/4
Qo
LiIj
ck:
Z TRENCH
ca RESTORATION
PER COR, TYP-
DTL 1/3
EX. PUBLIC -�
8 0 PVC SS
110 #6
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o #9 uj
t
cr.
cl Z
X
UXJ
NOTE:
CONTRACTOR SHALL VERIFY LOCATION OF
EXISTING WATER AND SEWER LINES PRIOR
WA IPP I? A Arn 4:?,RWER PLAN TO CONSTRUCTION.
1 " =20'
Eel
�1- QLA;
OR
9 5,
IN IMIN r h IN
6.6 MIN'.
0EPTH OF
GRiND OF &4W'C.UT AND REMOVE
6-54 MIN,.
MIN Mimi Kti'IN r
2" CLASS 'B'
RO,�K, IFLOW-ABLE fluP,
(A AS REoulRb dy E4UNEER
rCf� MI, M STANOX905 FIR-05,
sEE 0WO
SP PAGE H032
:F OUR� OR,
PKrKPA NT
OR
�QrWR LINe
Aide LINE
-Alcp CLASS*
r," r,,RVSHE0 SURF4CING TOP COURSE
nTl 1 TPFt\IrH RESTORATION & STREET OVERLAY
NTS
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