HomeMy WebLinkAboutS-393905r2l3
ULT C06
DING,
rPOR
IRMATIO�
MATION
,TION PIPING
PROPOSED SITE PLAN
1" =5'
f
POINT TABLE
POINT TABLE
POINT N0.
ELEV.
NORTHING
FASTING
DESC.
POINT N0.
ELEV.
NORTHING
FASTING
DESC.
101
375.18
175483.83
1305975.30
EOP
204
PANEL
375.63
175457.74
1306016.03
102
375.41
175464.32
1305981.69
EOP
205
VAULT
375.30
175461.81
1305999.58
103
375.30
175462.09
1305989.56
EOP
206
VAULT
375.26
175463.70
1306014.36
105
375.30
175448.22
1306008.80
EOP
207
BLDG
375.10
175477.05
1306015.72
106
375.30
175450.34
1306024.40
EOP
208
CB
374.81
175477.40
1306005.15
107
375.00
175472.76
1306028.08
EOG
209
'.r�:9Cr
OWS
374.92
175482.15
1306008.33
108
375.30
175471.86
1306021.47
EOP
210
BLDG
375.10
175487.57
1306014.28
109
375.10
175471.19
1306016.52
EOP
302
375.33
175464.62
1305986.93
FENCE
110
374.95
175492.08
1306025.45
EOG
303
375.55
175461.68
1305989.26
FENCE
111
375.10
175489.11
1306014.08
EOP
304
375.57
175447.70
1306008.67
FENCE
112
375.00
175490.58
1306014.39
EOP
305
375.65
175449.92
1306024.97
FENCE
113
375.10
175488.49
1306009.58
EOP
306
375.28
175471.93
1306021.97
FENCE
114
307
375.13
175472.36
1306025.11
FENCE
375.16
175490.49
1306009.79
PAD COR
115
308
374.75
175499.93
1306013.12
FENCE
375.16
175488.68
1305996.26
PAD COR
116
375.10
175486.80
1305997.11
EOP
309
375.22
175496.47
1305987.72
FENCE
117
375.10
175486.43
1305994.43
EOP
310
375.14
175484.61
1305987.53
FENCE
375.55
175453.04
1306009.28
202
WETWELL
311
375.30
175474.61
1305987.23
FENCE
375.63
175452.23
1306016.85
203
PANEL
REPAIR ANY DAMAGE WHICH OCCURS DUE TO EXISTING MANHOLE DURING EXISTING TOP
REMOVAL OR DURING INSTALLATION OF PROPOSED TOP. INSTALL GASKET BETWEEN EXISTING
MANHOLE AND TOP SLAB. IT IS UNKNOWN WHETHER EXISTING STRUCTURE HAS FLAT TOP WALLS
OR NOTCHED WALLS.
0C05
ASPHALT PAVE
390'
370'
PROPOSED TOP SLAB SHALL BEATA
nniniinni inn Pi i icu InnTu n,DJACENT PAVEMENT
=R THAN PAVEMENT
)POSED TOP SLAB
EXISTING MANHOLE
6" CRUSHED ROCK,
COMPACTED TO A FIRM AND
UNYIELDING CONDITION
EXISTING NATIVE MATERIAL,
COMPACTED PRIOR TO
GRAVEL PLACEMENT
PROPOSED SLAB ON EXISTING MANHOLE coo NOT TO SCALE
PROPOSED MANHOLE TOP SHALL BE 108" DIAMETER
FLAT TOP (FOR EXISTING STRUCTURE WITH K0200
MANHOLE FRAME AND 0 24" COVER.) CENTER OF �CJol
COVER SHALL BE 33" FROM EDGE OF SLAB.
EXISTING
WET WELL
360' --L:-
PROPOSED INFLUENT
GRAVITY PIPE
350'
-0+10 0+00
PROPOSED GRADE
EXISTING GRADE
u
EAST -WEST (C) PROFILE
PROPOSED
WET WELL
390'
370'
360'
350'
0+50
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SCALE: SHOWN
Oil ill 211
DRAWING IS FULL SCALE WHEN
BAR MEASURES 2"
DWG NO.: SHEET NO.:
CO3 5
34