HomeMy WebLinkAboutS-2844020o I co
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HIGH POINT ELEV = 122.21
HIGH POINT STA = 2 +58.94
PM STA = 2 +51.84
PVI ELEV = 122.52 PVI STA = 3 +25
PVI ELEV = 121.09
i 50.00' VC I I i
I; w PVI STA = 1 +74 50.00' VC
I W �+ STA 7 +25 ROW PVI ELEV = 119.80 c4 0 CO
r
F4 125 N o 0 0 - PROP LINE 50.00' VC _ - �N N - - N - 6 - - - + o 0 o w 125
N O
►� + w c w PVI STA = 1 +36.50 +
cD o w v j vl ro °
z o E c N fn U ]
PVI ELEV = 117.41 > m w w m U U w N a < N o
w
a w 25.00' VC U lij m j U
LL' EXISTING CL GRADE � '> w W rn PROVIDE ,TE ALONG
w w -� 35% EAST END OF PVM'T
x w z N PROPOSED CL GRADE -
z w w ± 3 5,
+ + as —0.75.
o < N N Cj -
120 F -v _w t _ - >j -. _. - - -- -- - - - - - -- -- - - - -- - -- -.. - __.I 120
,n p ..
of W
m (n �Lj
mm
k-4 c4
¢ I I
N a y 12" D.I. E S)
a W h
a a [y i s SEE SHT 2
:
i
IH- v _ I
0
115
_ _ _ - -- - - -- 115
o w '- e
z
r 3
Ch 8 " CMP EXIST ' N ,
iu U I¢ o o SEE SHT 2
a n W SSMH #3 PROP.
STA 4 +35 1'5' R7
ICI W T 3 EXIST 12" WATER RIM EL= 120.30
ASSUMED DEPTH ®4' TO IE IE 8" OUT (W) = 112.30
�. 1.00
P V
340 ..C.. 0 10
EXISTING CL ELEVATION PROPOSED CL ELEVATION
i
110
N � O O O p ON p O
N N N N
(UPPER LEG DROP EL =,108.90)
$ two SEE OUTSIDE DROP DET. SHT. 8 3 +00 4 +00 5+00
SCALE: 1"=20' HORIZ
ACCESS EASE11IE1VI' PROFILE
1 " =2' VERT
105 - - -- — NOTES:
1. SS LINE DISTANCES AND SLOPES SHOWN ON THESE PLANS
x ARE FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE_
GRAPHIC SCALE
3 d S-2'. m a 7o xo w m
6m 6
N (.. IN FEET )
I inch = 20 N.
100 --
° SSMH #1 PROP. -48" W. OUTSIDE DROP
SEE OUTSIDE DROP DET. SHT. 8 AVOID CUTTING UNDERGROUND NOTE:
STA 94.7 ( + / -) 1.5' ''RT unuTY LINES. ITS COSTLY
RIM= 116.8 + / -I (MATCH EXISTING PVM'T EL) EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY.
(UPPER LEG DROP EL= 105.90) ry I I IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE
F \.7 EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDER —
before you GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO
w - REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN
E IE 8" (CNTR C+'INL) =98.09 EXIST HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES
g(VERIFY PRIOR, TO CONST) Dig NOT SHOWN BEFOREES NOT SHOWN Boo 4IR PROPER LOCATION.
!E 8" IN (E) 98.19 (LOWER LEG DROP) UNDERGROUND SERVICE (USA)
w
z
DATUA[ ELEV
W 95.00 _
ro 0 N � �
a N O N N �pV \D W. CqS
° ~- iyc ••
RECOMMENDED •� ,� �/:
0 +50 1 +00 2 +00 FOR APPROVAL
6v 28477
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By
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AWYNI� •' %'i� EXPIRE 5 13o al.,
C O �� L rFa(c�a t SCANNED,OCT 4 2000' S
ROLL # 167
R 3"-ll_. 4