HomeMy WebLinkAboutWWP3402045.175.00'
62.00'
i
A. PORTION OF THE SW/4 OF THE NW/4 OF THE NW/4, SEC 15, TWP 23N, RGE 5E, W.M.
4'2L�L 618,56' /
60.00' 60.00° 60.00' 60.00','
70.00'
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FO APPROVAL
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BY
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RECOMMENDED
FOR APP VAL
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BIOFILTRATION SWALE SEE SHEET 3
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INS ALL PER TANDARD DETAILS / D=11'43'4
88'15 EXTEND 6" IDE SEWE TO EXIS NG
l� MINIMUM 5 COVER AT PROP LINE � R-120.0
59 W �'
�x �rvv NouS� CONNECT TO SEWER (S BJECT IU PERMITS) M TYPICAL ALL S DE SEWE S
D=89'1�',39" - - �, ROUTE 6" SIDE SE R UNDER - - pQj ao -Q % `` - / / D/� 0
A N 10' SEPARATION 20' UTI ITY EASEMENT
-S-TORM-DRW AT�OSSING M
= 38.9'
MAINTAIN MIN 1.5 FT OUTSI E ►- m
O .. Ct -� Q ; . �. g� 30 LF 8" PVC SS-SDR -35
25.0b' _/ R O CLEARANCE (TYP) � ti _ � _
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�' `,�_ o �- rn , , , - n A=53.03 / _ '
\ .� j m N M /` 5 FROM PROP LINE 1
QD
_w 6 INSIDE LOT LINE h
:_�
1� CONSTRUCT LEVEL PAD AROUND _ V
Q -Q j N w m 5' FROM- PROP LINE (TYP� TYPICAL SS MH 10' WIDE W/ 3: SIDE r
_48.64' _ 62.00 _�0 ,Q �a / I SLOPES USE CLASS "A'� \' M I
'n % PIT RUN FOR FILL i cp v
ors v / o c� �� r7' / 1 I SS MH #1 TYPE 1-48
FF 392.0 STA 6+37 49' LT Q -4
" 1 'MIN v I INSTALL NEW MH OVER EXIST I , I •
f- -
�'-- -�- 49'-RIIIALah4D TH
1+00
11M
STA 0+00 SE 2ND s-r =
13+05.1',& C/L UNION AVE NE
,54
STA 13+25,03 =1/16 COR
SECTION 15, TWP 23N, RGE 5E,
STA 0+00 =' NW 1/4 COR
410
• ,
385
ww,#' 34 -2�45
NEW 8 DI WM
�o°' w �12" SS, FIELD VERIFY LOCATION L
o AND DEPTH PRIOR TO CONSTRUCTI N
EXIST 1Y SD
_qi38'15 59 - -
2+00 497.04' 3+00
365 LF 8" SS SDR 35 PVC
1 N88'15'59"W 618.87"
\ EXISTING WOOD FENCE ALONG PA
N E SECOND STREET
SANITARY SEWER PLAN
�- SS MH #4 TYPE 1-48
STA 1+00 10' RT A,8
1 +00 2+00 3+00
S07 �L T
9 10
-�
SS MH # Val 9
RIM--€LEV - IE 400.2 8" EAST he 4oe.3
SANITARY SEWER PROFILE i
SCALE 1"=2 FEET HORIZ NTAL
1 "=5 FEET VERTIC
CA PRC FILE NEW PA ENT
EXISTING LEVATION AT ENTERLINE
A 6U LL
M
�
R
C\j
W
1
Q
Inf
rmation mar
ed "AB" or
"as built"
Construction
by rie.
It is st
own corre
and E. Emers
_ .,)
n, PLS
r1ficate
number
17665
.AD
h.-_
T �'1 v
wr�-7 93
measured I after
on these drawina:
Ld
4+00 5+00 z \ \ 6+00
BIOFILTR TION SWALE SEE SHT 3 -�
122.10' N88'15159"W �-
i
SS MH #3 TYPE 1-48
STA 4+65 10' RT ::: AS EXISTING 15' WIDE SS ESMT
8"X8"X6" PVC TEE (TYPICAL \
- 6" DI WM EXTENSION XTEND SS UNDER EX SD
® X'NG IE SD 388.50 VERIFY
TOP SS 387.25 \
MH LIDS SHALL BE WATER TIGHT LOCKING TYPE PER CITY STNDS.
y SCALE 1 "=20 FEET HORIZONTAL
4+00 - 5+00 1"=5 FEET VERTICAL
DATUM: CITY OF RENTOq
00 TBM RR 3PIKE 1ST UTIL TY POLE
AVE. EL V=408.27
The
Rykele Englneering Group Inc.
Consulting Engineers - CMi, Municipal, Subdivisions
P.O. Box 133 Kent, WA 98035-0133 (206) 631-8598
6/y/s 3
NO. 1 REVISION
RIM 0 As 39 .`t
IE X 5.71 8" WEST
A 3 8.s•
EXIST SS MH
STA 6+37 33' RT
RIM 389.5
IE 375.92 (VERIFY)
6+00
EXISIT1NG GRADE
I�
- I
LEVEL PAD AROUND SS MH
SEE SHUT 3
0 LF 8 0,
SS SD
1 C VERT NDER PAD -
F/L BI D 382.
� Vc S-- 6. 62
L U1 S MH #1
R M 386-.00 e 3 FG. a
13 I 377.00 8" ST
0 ER/DEVEI OPER 10 376.15 12" (VERIFY)
LYE BARGER C 1 TY OF R E N TO N
19 UNION A ENE
RE ITON, WA DEPARTMENT OF PUBLIC WORKS
BRIAR PATCH SUBDIVISION, RENTON, WA
NE SECOND STREET
SANITARY SEWER IMPROVEMENT PLAN
DESIGNED AJR DATE FILE NO
DRAWN AJR SCALE 1 = 20 FIELD BOOK PG
CHECKED AJR SHEET 5
BY APPR DATE APPROVED OF
DIRECTOR OF PUBIJC WORKS
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