HomeMy WebLinkAboutWTR2703444.4LOCATION TABLE
Q WATER
ON
165812.83
E
1297608.77
Q3
N
165853.86
E
1297610.16
Q4
N
165854.30
E
1297608.50
ON
165856.30
E
1297611.85
ON
165885.28
E
1297613.89
Qg
N
166026.24
E
1297514.01
11
N
166046.17
E
1297323.62
12
N
166052.65
E
1297321.85
14
N
166071.03
E
1297321.66
16
N
166042.99
E
1297317.74
18
N
166046.95
E
1297323.01
I y
N
166043.46
E
1297322.17
21
N
165840.60
E
1297330.86
N
166040.58
E
1297322.08
2Q
N
166037.22
E
1297317.20
24
N
166031.98
E
1297334.04
26
N
166050.33
E
1297334.62
Q STORM
ON
166051.98
E
1297374.52
O3
N
165961.98
E
1297293.91
ON
165851.21
E
1297291.03
ON
165808.22
E
1297364.76
GN
165973.62
E
1297371.53
12
N
165953.75
E
1297570.28
15
N
165958.30
E
1297413.24
16
N
165915.90
E
1297569.24
17
N
165915.82
E
1297575.92
20
N
165839.96
E
1297544.37
22
N
165852,07
E
1297410.28
26
N
165849.70
E
1297606.27
❑ SANITARY
❑
N
165854.26
E
1297633.65
❑
N
165885.90
E
1297606.16
FFLI
N
165886.87
E
1297566.11
ALL STORM NOTES EXCEPT 14 ARE REVISED ALL WATER NOTES EXCEPT 1, 4, 11, 12, 14, 15,
PER REVISION s 1 16, 18, 19 & 21 ARE REVISED PER REVISION 0
STORM N T S WATER NO
1. 12" X10" TAPPING SADDLE TEE (MJXFL) - 10"
1. CONNECT TO EXISTING INLET IE = 20.30 TAPPING VALVE (FLXMG) SEE CONNECTION DETAILS
2. NEW 12" STORM LINE 122 LF S=0.25%
PER CITY OF RENTON STANDARD DETAILS B-111
DRAWINGS OF RECORD
3. TYPE 1 CB, " 6' WYE, W/ SOLID LID
2•
45 LF 10" CL 52 DI WATER LINE
3.1. RIM = 24.34
3.
10"X6" TEE (MJxFL), 6" GV (FLxMJ) W/ THRUST
THE INSTALLED LOCATIONS OF ALL UTILITIES ARE
3.2. IE 12" CONC (S) = 20.70
BLOCK (THRUST BLOCK NOT VERIFIED)
SHOWN IN THE LOCATION TABLE AND ARE REVISED PER
3.3. IE 12 CONC (NE) = 20.60
4.
FIRE HYDRANT ASSEMBLY DETAIL A/C4.3
REVISION Q
3.4. IE 6" PVC (SE) = 21.74
5.
10"X8" REDUCER (MJXMJ) 8" GATE VALVE (MJXMJ)
NOT INSTALLED PER
°
4. NEW 6 DRAIN 5 LF S=1.00/ (SLOPE NOT
( REDUCER LOCATION NOT VERIFIED.)
REVISION Os
6
33 LF 8" CL 52 DI WATER LINE
VERIFIED)
STORM LINE 109 LF S=0.51/
5. NEW 12 °
7. 45' BEND (M1xMJ) W/ TRUST BLOCK (THRUST BLOCK
6. TYPE 1 CB, 12")(6" WYE-
NOT VERIFIED)
6.1. RIM = 24.36
8. 173 LF 8" CL 52 DI WATER LINE
6.2. IE 12" CONC (N) = 21.26
9. 45' (MJxMJ) BEND W/ TRUST BLOCK- 8" GATE
6.3. IE 12 CONC (SE) = 21.31
VALVE (MJXMJ) (THRUST BLOCK NOT VERIFIED)
6.4. IE 6" PVC (E) = 21.66
10. 182 LF 8" CL 52 DI WATER LINE
7. NEW 6" DRAIN 5 LF S=1.00% (SLOPE NOT
11. 8"X2" TAP FOR DOMESTIC WATER SERVICE W/ CORP
VERIFIED)
STOP - DETAIL B107.1/C4.3
8. NEW 12" STORM LINE 83 LF S=0.24% 0
12. 8"X6" TEE (MJxFL), 6" GV (FLxMJ)-FIRE HYDR.
(THIS STORM LINE WAS INSTALLED DESPITE
ASSEMBLY, 8" SPOOL PIECE W/ THRUST BLOCK
REVISION NO. 4's INSTRUCTIONS TO DELETE)
13. 31 LF 6" FIRE LINE
9. DISCONNECT EXISTING STORM AND
14. FIRE HYDRANT ASSEMBLY DETAIL A/C4.3
CONNECT NEW LINE TO EXISTING CATCH
15. 8"X4" TEE (MJxFL) TO DDVA, 8" MJ BLIND FLG, 4"
BASIN, IE = 21.51
FLG x PE SPOOL W/ TWO THRUST BLOCKS & 4" GATE
8"x8"
10. EXISTING STORM LINE FROM CATCH BASIN
VALVE(FLXMJ) AND 8"X8" VERTICLE CROSS (MJXFL)
VERT.
TO NEW INLET TO BE
PER RENTON STD DETAIL B-114 FOR POLYPIGGING
CROSS f
REMOVED/ABANDONED. LINE UNDER
16. 4" DOUBLE DETECTOR CHECK VALVE ASSEMBLY FOR
(MJxFL)
BUILDING SHALL BE EXCAVATED AND
FIRE LINE W/ FDC DETAIL B/C4.3
PIV
REPLACE WITH STRUCTURAL FILL. SOUTH OF
17. 79 LF 4" FIRE LINE TO BUILDING
BUILDING LINE TO BE PLUGGED AND
18. 1" WATER METER
GROUTED FULL WITH CDF. (EXTENT OF PIPE
19. 2" DOUBLE CHECK VALVE ASSEMBLY, DETAIL
REMOVAL/FILL NOT VERIFIED)
B101/C4.3
11. INSTALL NEW INLET ON EXISTING 12"
20. 88 LF 2" WATER SERVICE LINE TO BUILDING FOR
C
CONCRETE STORM LINE (THIS INLET WAS A
DOMESTIC SERVICE, DETAIL B107.1/C4.3
C4.0
INSTALLED DESPITE REVISION NO. 5's
21. (RELOCATE) FIRE HYDRANT ASSEMBLY DETAIL
INSTRUCTIONS TO DELETE.)
A/C4.3 ON EXISTING FIRE LINE.
11.1. RIM = 23.49
22. FIRE DEPARTMENT CONNECTION.
11.2. EXISTING IE 12 N =20.39
23. POST INDICATOR VALVE
12. NEW 8" ROOF DRAIN, CONNECT TO EXISTING
24. 90° BEND (FITTING TYPE AND THRUST BLOCK NOT
12" CONCRETE W/ INSERTA TEE 8" IE = 20.87.
VERIFIED)
(CONNECTION TYPE NOT VERIFIED)
25. 19 LF 8" CL 52 DI WATER LINE
13. 157 LF 8" PVC 3034 S=1.35%. INSTALL 4"
26. 90° BEND (FITTING TYPE AND THRUST BLOCK NOT
LATERALS AS SHOWN ON PLAN FOR ROOF
VERIFIED)
DRAINS.
27. 17 LF 8" CL 52 DI WATER LINE
14. 8"X4" TEE FOR ROOF DRAIN CONNECTIONS
01
_
15. 6" CLEAN OUT
15.1. RIM = 24.99
H
15.2. IE8 =22.99
I
16. REPLACE GRATE ON EXISTING CB WITH SOLID
TOP LID W/6"CLEAN G (T
16.1. EXISTING CB RIM=23.51
Q
C1516.2.
NEW CB RIM = 24.52
16.3. IE 12" CONC. (N) = 21.02
LOT 2 I
16.4. IE 12" CONC. (S) = 21.12
CITY OF RENTON
N I 16
16.5. IE 8" PVC (E) = 21.27
LUA-94-157-LLA '>
9511299006
L
16.6. IE 4" CI (W) = 21.77
LI
17. NEW CB
TAX LOT
17.1. RIM= 23.81
125360-0020
17.2. IE 8„ PVC (W) = 21.26
17.3. 4 LF 8" STORM S=1.0% CONNECT TO
-
EXISTING INLET BOX
18 NEW -R" RQOP DRAIN, CONNECT TO EXISTING
0..�■ � ��, �� � �� �� � '�-
107
(THIS CB WAS NOT INSTALLED)
18.1. IE =i 1.45
EXISTING SSMH RIM=24.67 ^\ /
19. 61 LF 8" PVC 3034 S=0.26%. INSTALL 4"
CL CHNL 6"PVC(N,W)=21.27
3
LATERALS AS SHOWN ON PLAN FOR ROOF
DRAINS.
CB
20. 6" CLEANOUT
20.1. RIM = 25.66
j
a�bz fJ
20.2. IE 21.66
4"
x
s z
21. 133 LF 8" PVC 3034 S=1.73%. INSTALL
ff
LATERALS AS SHOWN ON PLAN FOR ROOF
o[ vz
DRAINS
22. 6" CLEANOUT
:'
0[ L 5
22.1. RIM = 24.82
EXISTING 20.00' UTILITY EASEMENT 0
j
22.2. IE 8" = 23.96
'1�_NC�AI cTnoAn I o� �n I r c_n not
PROPOSED FOR VACATION, PER j 53
12"
23 HEAD �496
LUA-94-157-LLA, 9511299006 /
F
(THIS PIPE WAS DELETED DESPITE REVISION
NO. 4's INSTRUCTIONS TO INSTALL.)
REROUTED 12" CSP
can y
24. 8"x4" TEE FOR ROOF DRAIN AND AREA DRAIN
STORM LINE S=0.51
I
CONNECTIONS.
j x
2
25. 30 LF 4 CI ROOF DRAIN. (SLOPE NOT
--- --
VERIFIED.)
-
IF
sz
ti
26. CONNECT NEW 8" ROOF DRAIN TO EXISTING
INLET BOX
%
t--- 25.16�,
e -
6S Z
26.1. RIM=23.85
26.2. IE 12" CONC. (NW) = 21.35
-- - -
26.3. IE 12" CONC. (SE) = 21.35
E z 7
26.4. IE 8" PVC (W) = 21.50
I
DRAWINGS OF RECORD
T.
WAS THESE DRAWINGS OF RECORD WERE COMPILED FROM SURVEY DATA,
DATA COLLECTION BY OTHERS, AND PERIODIC OBSERVATION DURING
co x CONSTRUCTION. IT IS SUGGESTED THAT THESE PLANS BE USED IN
r CONJUNCTION WITH FIELD VERIFICATION OF LOCATION AND
f ELEVATIONS OF IMPROVEMENTS IN QUESTION. THESE PLANS ARE AN
966 ACCURATE RECORD OF PUBLIC IMPROVEMENTS TO THE BEST OF MY
I `NAL t INFORMATION, KNOWLEDGE, AND BELIEF.
SIG
-7, -40K
SIGNATURE
DATE L
bi
z FIRE HYDR.-DETAIL A
w ON SHEET C4.3
`D 8" WATER MAIN
2" DOMESTIC WM
-4" GV DETAIL B107.1 ON
(FLxMJ) SHEET C4.3
\ FDC
2" DCVA DETAIL B107.1
\4" DDCVA ON SHEET C4.3
DETAIL B ON
SHEET C4.3
j
\ I
x
O I3
A
t
/ S
i
C I
L
JIoRIZ.
-
kale In Fee,
ALL SEWER NOTES ARE REVISED
A
PER REVISIONQs
vLo
co
(f)
SANITARY NOTES
C)
=
�tiL
a
0
A. REMOVE EXISTING 8" CAP AND CONNECT TO
EXISTING 8" PVC 3' SANITARY STUB. CONTINUE AT
n o M
U
0,
LINE ANE) GRADE (296 I E - 12.00 +/-
co ?�: m
B. 8" SAN LINE 66 LF S=7.35%
`l) "'
: cn
c
C. CLEANOUT, 8"X6" WYE
CD CD
_
a)
'
CZ
a. RIM = 23.15
Lo �
: U
a
b. IE 8" = 16.85
D. 6" SAN LIIN�EE 41 LF S�=2.39%
" SALLINE14.39
N
IN CTJslS.2199/
G.CLEANOUT, 6"X(El" WYE
cz
a. RIM = 24.48
0
b. IE 6" = 17.83
H.6" SAN LINE 27 LF S=2.70% (SLOPE NOT VERIFIED)
a. 6" IE FOR BUILDING CONNECTION =19.58
U)
(IE NOT VERIFIED)
a
I 4'X5' (Ill \A/ATFR SPRARATOR, ITI1 ITX VAI 11 T
o
660-C-RSX OR APPROVED EQUAL WITH TRAFFIC I ID
w
a, RIB ^-24.5e
b- IEz IN 1�7 94
6' 1G nI
K. 4" S4N I INIV 53 00 1 F-l-2,00%
a-41€ FOR BUILDING EONN€CTION -
�L. FiI9 Rfr' ONLY
L. CLEANOUT, 6"X6" WYE
a. RIM = 24.65
b. IE 6" =18.85
M. 6" SAN LINE 44 LF S=2.32%
ALL SANITARY LINE TO BE PVC 3034
MEASURE DUE TO BOX
- 0)
't1511 M
CB RIM=21.02
IE 12"CONC.(N)=17.92
i
CB RIM=20.86
IF 12" CONC.(SE)=18.46
NOTE:
STORM/SEWER SHOWN HEREON
WITHIN EAST VALLEY HWY ARE
PER RECORD ASBUILT DRAWINGS
BY HORTON DENNIS
DATED 11/1/94
SSMH RIM=21.60
CL CHNL 12" PVC.(N-S)=11.8�
IE 8" PVC.(W)=11.95
CONNECT TO EXISTING 8" PVC
LATERAL STUBBED 3' OUT OF
MANHOLE
SDMH RIM-21.83
E 30" CONC.(N)=12.73
IE 24" CONC.(S)=13.03
IF 12" CONC.(E)=
CB RIM=21.67
E 12"CONC.(NE)=19.47
I
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--5 CD
PACE PROJECT NUMBER 09827
DWG FILE: P09827-UT