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STA. 37+95.96, 12.48' RT.
EX. SSMH
RIM = 445.08
I.E. = 440,00 (IN)
I.E. = 439.90 (OUT)
.6 6-y
STA. 1+35.*, 4.43-' LT.
SSMH NO. 1
SHALLOW - TYPE 'B', 60"
RIM = 444.4.2•/0
I.E. = 440.50 (CTR.)Y4,0.
I.E. = 440.45 (OUT)(Yb.
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LOW POINT FLEV = 441.16
LOW POINT STA = 2+89.36
PVI STA = 2+81.03
PVI ELEV = 440.99
A.D. = 3.00
50.00' VC
EX. SS STUB
I.E. = 440.26
(52.5± LF 8" PVC @ 0.5%±)
(FIELD VERIFY LOCATION & CONNECT)
EX. GROUND--\
v /- 450
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PROPOSED ROADWAY
od "' - � _ C-f L GRADE
4-
Cv u /
d
c~n Z W /
77777 6" SS SVC.
' 1.00% 7o-e - -
- / 694 LF 8" PVC (�_)
SS a 975W.0
EX. SS STUB
I.E. = 440.14
(27.51 LF 8"
PVC @ 0.5%±)
(FIELD VERIFY
LOCATION & CONNECT)
44L;
+: o
a� J I I Q w STA. 7+63.66-, 50.4 RT.
SS @ 5 B SSMH NO.
2393 LF 8" PVC % ,
� - SHALLOW -TYPE , 48
o � _ � RIM = 449789 �1•So. 03
00 1�
�� - %�`� _ � I.E. = 44�2-c'� (CTR.) �Iy3. y6
[� < - I.E. = 443.E (OUT) 4y3 y/
�, o �►! &Z. Z.� LF 8" PVC
f--� w a SS @.Gkff. 157:$ LF ,89
CPVCSS O G.W.
._ v.5� iv STA. 5+05.60, LT.
SSMH NO. 3
m SHALLOW -TYPE 'B', 48"
,0,
c RIM = 446.-74--4y
`� rn I.E. = 441f9 (IN) yy!•t-2 STA. 7+48.46, 5-.W' LT.
•� I o ac I.E. _ A41-% (OUT) Yy/. S - SSMH NO. 4
, _ "_
c� SHALLOW = TYPE B , 48 435
--- RIM = 449itzs
$ /A 3 I.E. = 442-.N (IN) 04/5.0'
STA. 4+34* 4 LT. LE. = 442� (OUT) yy2.9S
SSMH NO. 2
$ SHALLOW - TYPE 'B', 60"
RIM = 445.,89• 7y
I.E. = 4+H5 (IN) "IVI 25 � LF 8" SS ®9
I.E. = 44.05 (OUT) �/�// /5 51.9 o b890
PROPOSED ROADWAY C/L GRADE
425
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DATE:
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NE. 25TH COURT- PROFILE +
G SCALE: 1 " = 30' (H ).
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CHECKED FOR COMPLIANCE
TO CITY STANDARDS
41 - s Date
7-
-Date
�v
Date
RECOMMENDED
FOR APPROVAL
BY
BY
BY
DALEY-MORROW-POBLETE, INC.
RW�S �O��F 726 AUBURN WAY N.
AUBURN, WASHINGTON 98002
PHONE: (253) 333-2200; FAX: (253) 333-2206
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STAMP NOT VALIDI [;NiESS IGNLD & DATED
5-31'5l�)o 5 owl VITO
ENGINEERING - SURVEYING
LAND PLANNING