HomeMy WebLinkAboutzS-2733Set3
o
mco
Z z
�g
CL CL
c/) o
LLJ
® z X
z W
o cr
�... W
NLu
c.L
PORTION OF THE NE 114 OF THE NE 114 OF
STA "x 104, TAPPING SECTION 19, TOWNSHIP 23 NORTH, RANGE 5 EAST W.M.
1- 18 "x 1 D" TAPPING TEE, MJ x FL
1- 10" GATE VALVE, FL x MJ CITY OF RENTON, STATE OF WASHINGTON
W. CONCR. BLOCKING
SEE MAIN CONNECTION DETAIL STA 12 +35.83, 7 9 IRT.
SHT 6 OF 9 I ' I I(/) ' i I A 1- 18 "x 10" TAPPING TEE, MJ x FL
HARDIE AVE S & S 7th ST
N 1 4 COR 19 -23 -5
FOUND 1/8" PlN IN CONC
IN CASE (7197)
1013.23' W OF NE
CDR 19 -23 -5 -
0
_.t
h METRO 108" SEWER LINE -(
8 00
o
G G
Z�
STA. 0 +33.05, 30'RT.
1- 10 "x 6" TEE, MJ x FL
1- 6" GA TE VALVE, FL x M✓ CROSSING 1
FIRE HYDRANT, S DETAIL I SEE THIS SHT
oA I
wz
O C) ° L= E STA 1 +97.2, 1.4'RT.
E-1 3 a I 1- 8'; 90 BEN MJ x MJ
r Z o - W. CONCR. BLOCKING
sw
a
�E
E
�,nE STA. 1 +50.0, 102 79'RT
�� 1- 10 "- 90BEND, M x MJ
W. CONCR. BLACKING
a"
i/
a
�1 F
o
o
�I
STA. 4 +30.0, 6.0'RT.
1- 10" GV (MJ)
1- 10 "x 6 " TEE, M✓ x FL
1- 6" GATE VALVE, FL x M✓
FIRE HYDRANT, SEE DETAIL
SHT 6 OF 9
5LF 10" DI
STA. 4 +35.0, 6.0'RT.
1- 10" GV (MJ)
Pte-
STA. 4 +89.0, 11.3' RT.PT =4 +7,
1 -10" 45 BEND, MJ x MJ
W. CONCR. BLOCKING
Iii I 0
o STA 5+15.3, 0.6'LT
ti 1 -10" 22.5' BEND, M✓ x M✓
2 W. CONCR. BLOCKING
STA. 11 +46.98, 27.5RT 1- 10" GATE VALVE, FL x MJ I
I 1- 18 "x 6" TEE, MJ x FL W. CONC BLOCKING
Q j I 1- 6" GATE VALVE, FL x M✓ SEE 6 O CONNECTION DETAIL I Q
SHT 6 OF 9.
I FIRE HYDRANT, SEE DETAIL 30' (n 30'
STREET REPAIR PER CITY S7D'S. I Pt
y I WI NE COR SEC 19 -23 -5
16 I Q = 90"58'0 FOUND CONC MOM. W/
NEW 5' CONC
TAC
.36'; R = 30.00' I IN R CASE (7/9� LEAD
EX. FH' SIDEWALK. L 47.63' I
SOUTH 7th 7REET f
_ -o-
- -- I i _________ _______ ___ _______ ____ EX. FIRE HYDRANT
-LL +00 1 METRO 1 8" N£� IN o� 14 +00
N " W 1 BASIS F EARING L 261.88' MEAS - �- - - I - o -
:.. - 44 .92' - - - - - - I J8" W - - - - - - 1 - - - - - 570.31'
o - - _ - - -
G -24"W
G G G G G G _ G 3 G
EEI _ 5
- S 8942'36" E 363.80' - - - - �r vl"? RIMS EL = 29.83' jI
0 o CROSSING ,f2 l r ti� INV EL = 21.33' - 8" NJ
R/M ER 27.41' o SEE THIS SHT o 1 ' J INV EL = 21.43' - NEW 8" W �I
INV _
6
GRAD
vi
` I I °
= --
STA
44.7'LT
lE 12 "SD
25.56
--
o
m
8" SS CLEANOUT
�E
i PC = 0 +6532 N
/
o
SEE
CROSSING
DETAIL
-
30
;�' STA: 1 +36.34, 15.9' LT.
1- 10 "x 6" 7fE, MJ x FL g 2
J
I
FH TEE-
,/3
IS SHT
-
���
1- 6" GATE VALVE, FL MJ I co
^
j
.25t
TA
.p�
T
'RT
x W
I W. CONC BLOCKING 2
I *30 J
; +
y
I ( I
FIRST 1
SS. CLEAN
l 24.43
UT
'+ P
DON
01
1 0
:�r�,00' A = 34'06'JJ" W
d
SCALE
SIEE
I
i
1 = 1106'
DRA!
UTILITY CROSSING ,�3
A
o
a -A I
1 " =30' H
F 6"
Q = 18 5529"
J� I II I - 1 +00 ~ ^ + v p0 '�� R = 250.00'
0400 = 1 +43.66 T- 1� STA: H ®WLT. O L= 82.57'
F 0" D.l. -1
r 2+ ( Sj'A O 93. 1, 30.3' RT
8" SS.
II - lE. 24.94 4
------------------------
- + TAIL -- -- 9A
1
STA 0 +93.44, 14.1 'RT. F ,
SS TUB. !E. 00 1+29.50, 36.40'RT.
Q" I � / EXIStING gL0
j STA 1 +92.56, 26 RT.
4) : / 6" DETECTOR DOUBLE CHECK VALVE ASMSY
IOM SEE DETAILS SHT 6 OF 9
/ EKISTING BLDG rF32.81
f
G,
5' MIN. OUTSIDE WALL TO I EXj511N
BI
N U .
o OUTSIDE WALL
¢ -- - -- ------ - - - ---
C = +10.55 FF_ / W
PT = 4 +19.07
aEV+ koo ,.
4+ j 4 '
e
66
y
PC= 41- 88.52
a N j.
z �
a
I Z low P-417 ?70S
STA. 5 +53.0, 8.9'RT.
1-10" 45' BEND, M✓ x MJ
W CONCR. BLOCKING
k
Fl T- 4NB4 -
F.D.C. SEE DETAIL , 5LF 10 D.I.
METER
P +26, 21_:
1 -112" LAN!
METER & &
PREVENTION.
A
�-
8
�9
s
STA 8+96.5, 9.8 RT.
1- 10" 45- BEND, MJ x MJ
W. CONCR. BLOCKING
7 +95 - 9' RT
T- 10" GV (MJ)
°
o
Q 21'14'50"
R = 1382.42'
STA. 7+80.0, 9'RT. L = 512.65'
1 - 10 "x 6" TEE, MJ x FL
1 - 6" GATE VALVE, FL x MJ
1- FIRE HYDRANT, SEE DETAIL
"
' N
35
30
25
TOP 18" W
=23.:
2C
15
STA 9 +65.14 -8.3' RT
U77LITY CROSSING /I
J�IR H. OG
APPROVED �oF`o1 9y,
n I'
GRAPHIC SCALE
I Inch - 90 fL
5.273301.r.. o4
k° STA 2 +36.34, 11.9' LT
1 - 10" GV (MJ)
k STA 9 +35.6, 0.3'LT.
1- 10 "x 6" TEE, MJ x FL
\ 1- 6" GATE VALVE, FL x MJ
W. CONCRETE BLOCKING
�s
�N
w,
EX SS H
RIM EL 31. B8'
INV EL 21.98' - 8" N &S
36"
R
35
GRAD
vi
lEi
" SD =23.5
lE 12 "SD
25.56
30
m
PROPOSED
�
SCALE
GRADE
25
6" MIN CLEAR
30
MAINTAIN
luw coy
T
FH TEE-
-
-
10"
_
.25t
STA
+65.14 -8.
'RT
LDEFLE9T
FIRST 1
' LENGTH
DON
2' TO MA I
MIN
SCALE
6"
MI I CLEAR L
DER STOR
1 " =30'
DRA!
UTILITY CROSSING ,�3
1 " =5' V
36"
R
35
GRAD
PR
lE 12 "SD
25.56
30
m
3.22
�
SCALE
U
25
6"
30
1 " =5' V
A. CO
_
.25t
20
8
IN CLEAR OVER
�
25
CE
A JU
AI
15
UTILITY CROSSING ,�3
PROPOSED
GRAD
PR
lE 12 "SD
25.56
GRA
!E 8" SS=
3.22
�
SCALE
U
1 " =30' H
6"
30
1 " =5' V
35
PR
OSED �
GRA
E ,
�
U
MAINTAIN
6"
30
A. CO
_
.25t
8
IN CLEAR OVER
�
25
CE
A JU
AI
36"
IN COVER.
SCALE
1 " =30' H
1 " =5' V
SSIE =223
20
15
STA 12 +35.83 -7.9' RT
UTILITY CROSSING ,/2
'WAS)
PR
OSED �
GRA
E ,
�
U
MAINTAIN
6"
A. CO
_
.25t
8
IN CLEAR OVER
�
ITARY SER
CE
A JU
AI
36"
IN COVER.
SCALE
1 " =30' H
1 " =5' V
'WAS)