HomeMy WebLinkAboutS-338903a
NW1 14, NE1 /4, SEC. 15,.T_ 23 N_, R. 5 E, W.M.
6
HOOUIAM AVE NE
I
NOTE;
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PIPE LENGTHS SHOWN ON -THIS SHEET ARE
GRAHAM AVE NE
SD CROSSING
SD IE- 414.18
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PROVIDED TO THE NEAREST FOOT_ PIPE
SLOPES SHOWN ARE CALCULATED FROM
i
SS TOP--408.94
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os s ut I
CENTER TO CENTER OF EACH MANHOLE
- .......
CLR =5.24'
- -. .. .... ..
420f
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C
f (Q
I a I Q
420
.....
PROPOSED GRADE AT ROAD
CENTERLINE
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4
OF0i
LL
0
rE 4-11.1 ST
EXISTING GRADE AT ROAD
UAW,
_
O�
CENTERLINE
- PROPO
STORM
ED
(TYP.0 )
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cs
'
`1�
(�
410
.. .....
410
E
3
W Z Ir
SO CROSSING SD CROSSING
SD IE= 401.36
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• 55
m
N i I z
QDJ
SO CROSSING
SD E99 52
SD iE= 398.41
SS TOP= 395.56 SS TO 396.23
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SS TOP - 395.10
CLR =5.80' CLR =2.18'
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CO
CLR =4.42,
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RIM 49 63 ...
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LSD CROSSING
IE= 413.32 (8":W)
Sggy
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-
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\
SS TOP =40 OS
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B. �
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CLR= 7.30'.3
m z
S-1.61%
-
RIM- 411.28(
- =
W
\ T15 L
--
- tE- 400.01
( 8° ES))
124 LF - 8^ _
# -
- j- - - -- !E=399.91_
8• NW)
M
CL
1F 8
s?a.50
1
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192
M 408 83
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ac
oo a
3
390
=221X
- - - - - -
5MH.. 3.... . ;. - --
- --- - - - - E= 398.84 (8' SE)
SSMH 4 _. - .--- ... -IE =398.74- (8'. NW) ...
-1-1-1-1.. -1-1-1-1 -1-1-1-1... .........
:............... -1-1-1-1.. ............. .- ....390.....
............ -..
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SSMH 2
RIM= 405.54
RIM =405.06 !f lE= 395.33 8' SE)
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F
RIM= 404.85
IE= 394.66 (8 SL-) --
m
°
#1 -TALL OVER
IE= 393.94 8' S
�8'
IE= 394.56(8" N )L_ - - -
3
m
3
EXlSTWG SEWER MAIN
R0=400-60 (fix)
IE= 393.84 N3
SO :CROSSING
N 3
IE�89.61 18" W /30' CASING E.
_
... ........... ......... _ - SS IE= 398.42
E�_61 (8" S)
CONTRACTOR TO FIELD
SO ?OP== 395.95
CLR =2.47'
"
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VERIFY LOCATION OF
EXISTING SEWER LINE
N ar #
0
a
_.. .. ....-1-1_-1-1.. - - --
- ....
10D +00 101 +00
102 +00
103 +00 1044-00 105 +00 106 +00
107 +00
108+00 109 +00
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L
PROFILE - FIELD PL NE & NE 3RD ST
m m
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'
5
......... '-1-1-1-1- --- -- --- --- ----- --1-1-1-1 _... - -- .- .. -. -. -.
-... ............
-1-1-1-1.- - ............ ...- -1-1-1-1... .. -1-1-1-1... -..
-1-1-1-1.. -..
> N S Y
HOQUTAM AVE NE
m �
-
�
- -1-1-1-1. -..
- -1-1-1-1... .-- - - -..-
... ....:.............. :-1-1-1-1 -. ..--- - - -. --
- -
... ......... -1-1-1-1 ... ......... -1-1-1-1.. -1-1-1-1- -- - --- - - ----- -- - --- . -_ - _- - - -. -. -...
......... - --
-_ -..- ---- .- .. -... -1-1-1-1 -.. - - -. ........
__.- -
- -. - -- -1-1-1-1... -1-1-1-1. --1-1-1-1. .. ... -1-1-1-1....
...............
�
-
Q
420
Z:mt
........ .- ........- _
SD. CROSSING
420.-
a
=410 02
SO CROSSING :
CLRTOP
-2.35'
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o <
Ld
WzI
SO IE= 408.19=
EXISTING AT ROAD-
AT ROAD SS TOP= 4f15.72
'-- ----- - - - - --
1
f
GRADE
CENTERLINE
CENT CLR 2,47
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I I
f��...
SO CROSSING
I
SD CR
CROSSING
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- - - - - - --
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- OF401�20
CLR=4.89'
SAD =405.5 8 /ii
8
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a .. -.
410
^-
- -- - - -- -
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CLR =2.72 /
..-1-1-1-1... ? ROPOSED .
STORM (fYP
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55:
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e'JSS
124 -
RIM= 414.33
_
IE '407.21 8" E
0
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IL
-
105, L� - SS :i
-1'23 LF - 8 SS '' ..'
S- -110%
SSMH 11 IE= 407.11 �8" W)
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116 LF - 8° SS
_
S 0.50%8
RIM= 411.87
SSMH #13
n
400
_
S -O.50R
$ =0,50A.
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SO CROSSING
.. .....E
H 1p
=404W (e NW....... RIM 415.67
)
IE= 409.85 (8" W)
400
LU
SSMH 8
SS IE 403.35 RIM= 409.30
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>
w
RIM= 409.17
SD TOP= 3.98.91 IE =402.03 (8' SE)
+ IE= 401.93 8` NW)
5 5
"=
10
m
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IE= 400.69 . 8' S \
CLR 444.
1 5' :
Feet
v........
-1-1-1-1.. .
.. _. ..._
......SEE
SSMH 6
- PROFILE - FIELD
IE= 400.59:8' N
SSMH 9
RIM= 408.49 ........._.. ;_............ -.. _... -__ ...:..... -1_-1-1-1 -..._ -1-1-1-1
- - -... - - - -- _-1-1-1-1. ......... .. _-1-1-1-1._
VERTICAL Scale
._. __.._. _-1-1-1-1._ .......... .
..............
'o
-
& NE 3RD ST
IE °401.32 (8" SE)
m m
m z
= o
-
IE- 401.22 (8" N)
_
40 0 40
: 80
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._ -1-1-1-1... ......... ..
MOM-
®
HORIZONTAL
.........
Scala Feet
RECOMMENDED FOR APPROVAL
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B•�,�_eaS. /e -./ Date:
(
p
DATE 08/22/2007
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By: Date:
JOB NO 'x-04
203+00
204+00
205 +00 206 +00 207 +00 208 +00 209 +00
............ ._ - -1_-1__-1-1.
210:+00 211 +00
_........__.
DM NR 0&1
v $i
By: Date:
PROFILE - GRAHAM AVE NE & NE 2ND OT
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By_ Date:
"4�..'O' 10A
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