HomeMy WebLinkAboutS-335801kn
en
M
a
U �
4`
3
3
>k
g
g
a
sl
i U s
-I Its;
Wj c
� \ I
Lf-),
59-* P'T STA. 35 +68.30, 11.51' RT.
�. tiSXa EX. SSMH
!..= RIM = 444.96
= c T I -E. 441.23 (IN)
/ I.E. = 441.13 (OUT)
STA. 5+05.00, 5.00' LT.
SSMH NO. 3
SHALLOW - TYPE 'B', 48°
RIM = 446.71
LE = 441.60 (IN)
I.E. = 441.50 (OUT)
STA. 7 +48.46, 5.00' LT.
SSMH NO. 4
SHALLOW - TYPE 'B', 48°
RIM = 449.14
I.E. = 442.90 (IN)
I.E. = 442.80 (OUT)
STA 34+01.48, 5.00' RT.
SSMH NO. 6 5' WATFR EASE6IEM
SHALLOW - TYPE '8', 48°
RIM = 447.21 I I
LE = 44222 (IN) 33
LE = 44212 (OUT) 32 26
/, � I I •I PRIVATE ACCESS I
TO LOT 16
24
sl - - - 31 ! FF = 447.70 I I i I g �
a - _, .; �,
FF = 449.00 I 0' UTILIn EASEMENT (nP.) 17
UP _ ' - a I I 20 I FF = 450.40
FF = 450.10 -
_ FF = 4 7.1 F F = 47.50 F = 448.00 FF = 448.50 FF = 449.80 18 I z .
/ \ 4 n 4
21 19 - -
��� r
5TH STREET y '�- 30 % 25 \ 23 22 I I a�, 16
a o I FF 450.50
75.4 LFs _ \ \ FF = 447.00
FF = 445.50 / 8' C.O. & 23.8 LF a' PVC ss
- W -
' 0.50% MIN. TO SSMH N0. 4
29 \ ��' / 6s.s LF a ° NE. 25TH COU T o z3s.5 LF e° \: 0 a -- RISER
SS O 0.50% PVC SS 0.50% ° I 8'x6' WYE FOR EACH SS
-j- - SERNCE (TO LOTS 16 & 17)
/ \
FF = 445.00 27 I 15
�s
44477 sssFF = 450.60
FF = 446.70 - --
i� -1 aal� vzt
I I I \ \ � \ FF = 446.40 \ / o`� / � -
I I 34 \ ' ; / 28 sra 4+34s`n' LT. 8
SSMH NO. 2 \ / O+W 53.3 LF 8' S5 ®0.507
1 1 0 SHALLOW - TYPE 'B', 60' 9 ! \ \ 443.51
\ y \ \ - 'b �, RIM = 445.89 `
P�LGT 36 a 5 �., / / .� 7 LE = 441.15 (IN) I 10/ -
- /All BE = 441.05 (Oul FF - 447.90 A 0.
I FF - 448.80 - FF - 450.70
I I FF = 446.00 A \ Ste\ �„ A �� / / / / �� FF - 447.00 FF - 449.20
Lu
O 37 \
41
I 35 FF = 445.00 v`
1 1 1+93 ss /
443 -
FF 449.00
38 s+7as�'
asLr2
NOTE: SEWER STUB ELEVATIONS
SET FROM SEWER INVERT d
I 4 AND LOCATED SUCH THAT PIPE FF = 444.50
UP IS AT NECESSARY SLOPE AND
EX- SS STUB
I.E. = 440.25 \\ / o
6 A. 7 +63.60, 50.23' RT.
SSMH NO. 5
/rb i I SHALLOW - TYPE '13% 48'
RIM = 449.89
Ex. SSMH I.E. = 443.22 (CTR.)
\ / RIM = 448.74 I.E. = 443.17 (OUT)
FF = 446.50 X, LE 438.14 (IN) 12
i
/ 5 2 LEl i 438.04 (OUT) 13
- \ - - - - _FF _ 450.90 I- - -
N - - - - - - - - - - _ FF = 451.00
\ FF - 446.30 FF - 449.40 -FF- -450-50- - - - - - } -
\�\ / 4 ------ - - - - --
I 8'.
FF = 446.10 / FF = 446.10
EX. 10' UTILITIES ESMT.
? + 75.31 PIPE CLEARS OTHER UTILITIES. °. EzASSMH1s.8s, 9.75 RT REC. No. 199917_09001432
- I TO BE 3' TO 6' BELOW FF ELEV. ^"0� �� / \ \ x S RIM = 445.17 / yI EX. 10' SEWER ESMT.
/ �\ LE = 438.78 (IN) 1 REC. No. 7907090780
39 �\ `\..... \ I.E. = 438.68 (OUT) I I 2
FF = 446.40
\ \ o
- �- -- - FF = 444.70 42 1 Ex. ss rue s STA. 37 +95.96. 12.48' RT / \ i 1
i I.E = H
440.14 Ex. SSMH / A co
IM - 445.08 \
�\ - - I.E. = 439.90 (OUT) /
STA. 1+35.36, 5.33' LT. '\ , \
SSMH NO. 1 40 41 j FF - 446.30 43 v ' C'5
SHALLOW - TYPE 'B', 60"
XI
RIM = 444.12 NOTE: SEWER STUB
ELEVATIONS \ \ `
ELEVATIONS TO BE
FF = 445.30 FF = 446.10 e f
LE = 440.50 (CTR.) � _ FIELD CHECKED � SS��
F - 444.80 ELEV. L STED ARE CALCULATED ti
I.E. = 440.45 (OUT) - - - -- -- - - - - xxX.xx) (c)
- -- - 12° - - - --
- -SO - - - -12„ _s�
ESMT.
711'
I ;1A- Al +62.99, 41.06' RT-
AdmkdiIiiiiiiiIIi _030 EX SSMH
RIM 445,93
-' LEE= 43
479 (Our)
ROLL 21 04- FR23'�9
I �7�✓ cCl
CHECKED FOR COMPLIANCE RECOMMENDED
TO CITY STANDARDS FOR APPROVAL
Date G 2i o BY
Date BY
Date BY
l DALEY- MORROW- POBLETE, INC.
-I.", V\A- RTYI �' 726 AUBURN WAY N.
AUBURN, WASHINGTON 98002
Q c PHONE: (253) 333 -2200; FAX: (253) 333 -2206
'o P 20352 o W�
`ss CNR L i EFEN ��_� ENGINESURVEYING
LAND PLANNING
L L N
E %PiRES. LID S
cA 5-3350 o i [Z r, •,W.1807