HomeMy WebLinkAboutMap_Water_Plan_Map_180703_v1.pdf1-4" STD B.O. ASSY (IN PAVING)
PER DET. W -10A, SHT 26
80 1 STA.20+79, -8'L-
16410 S 79 1-8" 11.25' BEND (MJxMJ)
2-WM'S 16416
77
7 STA.12 94, -111
11832
LOCATE NEW 4"DI 1-8" 22.5' BEND (MJxMJ)
WATER MAIN APPROX`
�, �+y fx a'qc \
10' EAST OF ROW CL 78 4B'S w Wa
- IN PAVED AREA ry, 00 1► 16" tallaSu
81 rti $ lsazz
Iy�18LF-8"01
16425 3
CTR CH E=450.96 RIM=457.41
12" CONC NE IE=453.41
82 29LF-8
18431
STA.19+14, -4'L-
1-8" 22.5' BEND (MJxMJ)
\ 19+00
83
18511 s
84
16519
STA, 17+81, B'R
1-B" 11.25' BEND (MJxMJ)
CTR CH
85 ♦♦u/j�
16523 v♦
16541
ST .15+10, 12
1-8"x8" TEE (FLxF
3-8" GV'S (FLxM
88 10
16605 56LF-8"DI
SSMH-__I I
RIM=45127
CTR CH IE=445.07 CS_
RIM=452.42
12" CONIC W i-i4Ai2�
12" CONIC NE IE=44&02-
0
9
1 611
SSMN
RIM=453.05
CTR CH IE=44485
RELOCATE FENCE
- AROUND HYDRANT
90
0 60 1w
6CALE W FEET
BURIED UTILITIES IN AREA
CALL BEFORE YOU DIG
1-800-424-5555 or 811
EXISTING UTILITIES SHOWN ARE FROM
THE BEST AVAILABLE INFORMATION AND
NO GUARANTEE IS MADE AS TO THE
EXACT SIZE, TYPE, LOCATION OR DEPTH.
SW 28-23-5
76 74 72
RIM=451,35 11700 75 11714 ssm" 73 „ 04
4- ADS N IE=450.65 11704 MU -447.15 11720
8" CONIC S IE=449.25 CTR RI IE -437.85A.23+51, -6'L
321.E-B"DI RIM=44664 1-8'x8" TEE ('11L)
CONIC s IE=44474 i 3-8" GV'S (FLxMJ)
1-8" 11.25' BEND (MJxMJ)�_WLfs I
7l ��PR/O/TECT EX
MON I LARGECEDA
141'�,F-B'DI
T �31LLrr sear V11 �I ""'�PMS�.R S 2- ..r I AW.
C�
3 S CHAIN LINK qNa
,4 E STH P L2-W�'s
35' CHAW K CE
LANDS 1 11
3
86
2-WM'S 45 ,
16531 r- 1
35LF-8"W
IE=43641
A.19+43, -4'L 11633
2-WM'S
LOCATE NEW 8"Di
CB
21
WATER MAIN APPROX
- o
12' EAST OF ROW CL
1X
RIM.A57.71
IN PAVED AREA
,
87 Alt
16541
ST .15+10, 12
1-8"x8" TEE (FLxF
3-8" GV'S (FLxM
88 10
16605 56LF-8"DI
SSMH-__I I
RIM=45127
CTR CH IE=445.07 CS_
RIM=452.42
12" CONIC W i-i4Ai2�
12" CONIC NE IE=44&02-
0
9
1 611
SSMN
RIM=453.05
CTR CH IE=44485
RELOCATE FENCE
- AROUND HYDRANT
90
0 60 1w
6CALE W FEET
BURIED UTILITIES IN AREA
CALL BEFORE YOU DIG
1-800-424-5555 or 811
EXISTING UTILITIES SHOWN ARE FROM
THE BEST AVAILABLE INFORMATION AND
NO GUARANTEE IS MADE AS TO THE
EXACT SIZE, TYPE, LOCATION OR DEPTH.
SW 28-23-5
76 74 72
RIM=451,35 11700 75 11714 ssm" 73 „ 04
4- ADS N IE=450.65 11704 MU -447.15 11720
8" CONIC S IE=449.25 CTR RI IE -437.85A.23+51, -6'L
321.E-B"DI RIM=44664 1-8'x8" TEE ('11L)
CONIC s IE=44474 i 3-8" GV'S (FLxMJ)
1-8" 11.25' BEND (MJxMJ)�_WLfs I
7l ��PR/O/TECT EX
MON I LARGECEDA
141'�,F-B'DI
T �31LLrr sear V11 �I ""'�PMS�.R S 2- ..r I AW.
C�
3 S CHAIN LINK qNa
,4 E STH P L2-W�'s
35' CHAW K CE
LANDS 1 11
3
12 5'
Rpdr x46.08 9 `Ar
2-WM'S 45 ,
I
35LF-8"W
IE=43641
A.19+43, -4'L 11633
g
4V
1-8"x4" TEE (FLxFL)
CB
21
2-B" GVS (FLxMJ)
16510
1-4" GV (FLxMJ)
1X
RIM.A57.71
PROTECT Ex MON
CTR CH IE -449.71
132LF-B"DI S
47 54 '
1
16518 16519 SWH
DEFLECT 49LF-8"DI RIM=44B.94�
CTR CH IE=440.64
TO 1/2 MAN ACTU 'S MAX
RECOMMENDED DEFLE TION CONCRETE
TO PROTECT SSMH �
;AP[~ IYM
48 1
220LF-8"DI 16526 1 53 t
1 18525
~2'%2' ALBERTA SPRUCE - ~
_ LL
49
I 52
16532 16533 >
t8"CONC
IM=44633.0
IE`440.30AWN50RIM=4523451"CONC S• 1654011618 r
IE=454J4 [8 6��"�AC
$ LAWA Lff Ir211LF-8"DI PEXMON-)
1
Rv4522V l��E165TH ST' RIM -444'51 ';}s
CTR CH IE=44173 12" CCNC W IE=442 91
43 7 r I
44 B" GO1-444221.11NG N I41-444221.112" CONC E IE=aa251 's
11701 11708 PROTECT EX MON
R =451 44 STA.19+55, 5 r
8" CONC ti IE=44714 1-B" 225' BEND (MJxFL]
12" CONC SW IE=44894 1-8" 11.25' BEND (FLxM
12" CONIC E IE=446 B4 r 3'
LINK ,'E11Ef �`
HIL
55 56 \ 16515
16514 16520
1-4" STD B.O. ASSY (IN PAVING)
PER DET. W -10A, SHT 26
2 -ww's 40 -
LA
16521
i Ex 4"AC i
r SEAM
- I 57 RIM=446.13
CTR CH If -US -93
g 16526 39
o�
16525
I LAyn
I } 25OLF-4"DI 16532 38
LOCATE NEW 4"DI 16531
I k WATER MAIN APPROX
0 1 6' EAST OF ROW CL
IN PAVED AREA c6
-m
mu=aazsa
I
C - - F6�1iG-SYwE+4SE88
j + RIM=446-37 12" CCNC SE JE"Xaa 6-
-' B' CONIC W IE=44327 11706 37
12 GONG 5 IE=443.07 27CY IN TV MA 7�
�! 6B 8 1291E -8'D1 MCK P1ANII 8751/712
J g 3 1 Fn4 PROTECT
_ �-- t .� EX MON
'
11
,4 E STH P L2-W�'s
35' CHAW K CE
.AY{
)EW-44�71.4G�1
12 5'
Rpdr x46.08 9 `Ar
LA
I
•••���4xxxxx111111
MM CONIC TwC CTR
IE=43641
12" CONC W1E=44206
2-WM'S
SHALL BE RESTRAINED WITH MEGALUGS OR
CB
21
I
12" CONC N IE=44276 6X6'
MIXED HEC
NOTE: CONTRACTOR SHALL TV ALL STORM
OF THE DISTRICT FIELD REPRESENTATIVE.
Rol=151.97 try
16602 J
24
12" CONC NE IE=44166
*
WHICH ARE HIGHLIGHTED ON PLANS, AS
450.10
G N IE=447.07
S" GOING
I
A.12+88, 6R
26
447-66
12"
I;" CONIC SW IE=446.97
116LF-8"p Ir CONIC E IE=44687 11617
1 11623
I 1-8"x4" TEE (FLxFL)
443.47
3' CHAIN LINK ;p-
WITH
E CE
WITH CONCRETE
TPIC 22
� S 11809
15` �T 1 x111
166151)"1`
�A L
2-8" GV'S (FLxMJ) 11711
1-4" GV (FLxMJ)
LOCATE NEW 8"DI 25
WATER MAIN APPROX 11705
6' SOUTH OF ROW CL
IN PAVED AREA
71 LOCATE NEW 8"0I
11810 r WATER MAIN APPROX
6'NORTH OF ROW CL
IN PAVED AREA
I
,3ao'
W
ZDO
J r
CQ
g II L
-B"DI 36''3.5' CkIN UNK FENCE
11807 WITH CCCONC FOOTING
109LF-B"DI 35 I
Y1e4 3, 8000 ` 11515 1
MB'S GN 51300 rR Vf
_ITA .18+44 11"R
BEND fMJxMJ]
34
16518
LANDSCAPE - -
109LF-B"DI
o fls 33
r r�Ar 16524
NOTE: LOCATIONS OF SIDE
1j)
INSTALL 5-1/4" MVO PH ASSY. PER DETAIL W-6 OR W-7 ON SHEET 26.
SEWERS NOT SHOWN
NEAR SIDE WATER SERVICE AND NEW METER BOX W1 EX METER'
NOTE: ALL MECHANICAL JOINT (MJ) FITTINGS
FAR SIDE WATER SERVICE AND NEW METER BOX WI EX. METER -
®
REMOVE EX. FH ASSY., VALVE BOX AND ASSOCIATED BOLLARDS AFTER NEW WATER MAIN IS IN
SERVICE, SALVAGE OR DISPOSE ETC PH ASSY. AT OWNER'S DISCRETION. REMOVE EXISTING PIPE FROM
GV TO FH.
SHALL BE RESTRAINED WITH MEGALUGS OR
ABANDON EX AC WM IN PLACE BY COMPLETELY FILLING WITH CDF PER DISTRICT REQUIREMENTS -
446.58
APPROVED EQUAL, OR AT THE DISCRETION
O
NOTE: CONTRACTOR SHALL TV ALL STORM
OF THE DISTRICT FIELD REPRESENTATIVE.
MAINTAIN 6 MIN SEPARATION, OUTSIDE TO OUTSIDE OF PIPE, BETWEEN EX SD AND NEW WATER MAIN.
DRAINS, BEFORE AND AFTER CONSTRUCTION,
-
*
WHICH ARE HIGHLIGHTED ON PLANS, AS
450.10
SHOWN HERE.
O
8" CONC
SEE SHEET 6 FOR TESC
447-66
12"
AND PAVING PLAN
CONC
71 LOCATE NEW 8"0I
11810 r WATER MAIN APPROX
6'NORTH OF ROW CL
IN PAVED AREA
I
,3ao'
W
ZDO
J r
CQ
g II L
-B"DI 36''3.5' CkIN UNK FENCE
11807 WITH CCCONC FOOTING
109LF-B"DI 35 I
Y1e4 3, 8000 ` 11515 1
MB'S GN 51300 rR Vf
_ITA .18+44 11"R
BEND fMJxMJ]
34
16518
LANDSCAPE - -
109LF-B"DI
o fls 33
r r�Ar 16524
W I i TA.17+37, 9'R
' 1-8" 11.25' BEND (MJxMJ)
32
( 18530
OD ' I 155LF-8"01 ATE NEW 8DI
WA.� MAIN APPROX
r- J s- CHMN 9' EAST OF ROW CL
9 LINK rru"' 31 IN PAVED AREA
16536
-SMALL
SHR!EB,.P/
T SMALL TREES
PROTECT CONIC 30
CURB & GUTTER 16512
TA.15+85, 11'R
l"{ 1-8" 45' BEND (MJxMJ)
12" CO=CA LE -43&22
12' CO13NIC SE 13
'QR
SMHLAIM=44300 29
ppTR CH lE=
2 2635.10 11739
11733
A.14+95" 4!R
1-8" 45' BEND (MJxMJ),
DEFLEq B2LF-8"DI
27 TO 1/2 MANUFACTURER'S MAX
RECOMMNIDED DEFLECTION
11719 TO MAIN T N SEPARATION
WITH GAS LINE
PLAN NOTES
1j)
INSTALL 5-1/4" MVO PH ASSY. PER DETAIL W-6 OR W-7 ON SHEET 26.
Q2
NEAR SIDE WATER SERVICE AND NEW METER BOX W1 EX METER'
03
FAR SIDE WATER SERVICE AND NEW METER BOX WI EX. METER -
®
REMOVE EX. FH ASSY., VALVE BOX AND ASSOCIATED BOLLARDS AFTER NEW WATER MAIN IS IN
SERVICE, SALVAGE OR DISPOSE ETC PH ASSY. AT OWNER'S DISCRETION. REMOVE EXISTING PIPE FROM
GV TO FH.
05
ABANDON EX AC WM IN PLACE BY COMPLETELY FILLING WITH CDF PER DISTRICT REQUIREMENTS -
446.58
CLOSE EX. GATE VALVE & REMOVE VALVE BOX. FILL VOID WITH CDF & HOT PATCH AS REQUIRED
O
REMOVE EX. BO ASSY. PER DISTRICT REQUIREMENTS.
OH
MAINTAIN 6 MIN SEPARATION, OUTSIDE TO OUTSIDE OF PIPE, BETWEEN EX SD AND NEW WATER MAIN.
Q
MAINTAIN 5 MIN SEPARATION, OUTSIDE TO OUTSIDE OF PIPE, BETWEEN EX SS AND NEW WATER MAIN.
*
REMOVE EXISTING WATER SERVICE AND METER BOX INSTALL NEW 1 -INCH WATER SERVICE WITH
MID -STATES PLASTIC HDPE METER BOX W/ CARSON HDPE LID MARKED "WATER" AND RECONNECT
NEW SERVICE TO EXISTING CUSTOMER SERVICE LINE PER SCWSD STANDARD WATER DETAILS.
W I i TA.17+37, 9'R
' 1-8" 11.25' BEND (MJxMJ)
32
( 18530
OD ' I 155LF-8"01 ATE NEW 8DI
WA.� MAIN APPROX
r- J s- CHMN 9' EAST OF ROW CL
9 LINK rru"' 31 IN PAVED AREA
16536
-SMALL
SHR!EB,.P/
T SMALL TREES
PROTECT CONIC 30
CURB & GUTTER 16512
TA.15+85, 11'R
l"{ 1-8" 45' BEND (MJxMJ)
12" CO=CA LE -43&22
12' CO13NIC SE 13
'QR
SMHLAIM=44300 29
ppTR CH lE=
2 2635.10 11739
11733
A.14+95" 4!R
1-8" 45' BEND (MJxMJ),
DEFLEq B2LF-8"DI
27 TO 1/2 MANUFACTURER'S MAX
RECOMMNIDED DEFLECTION
11719 TO MAIN T N SEPARATION
WITH GAS LINE
SE 165TH ST
w5H'1
SE 166TH PL
A-NNNNNNN
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
U
r W F-
� O 0) W Z
�M =Wg
U)� o a U a
41V OJ J Z
ir Z J a i
U w � Lu
2 L) a Q
LLI Lu
Ne U a 3
LLI Z Q U
O U
cn
O
O
PERMIT SUBMITTAL - 3/20/18 'BASE MAP B-4
SHEET', 7 OF 27
THIS DRAWING REDUCED ONE-HALF (SCALE ACCORDINGLY) DRAWING
STORM DRAIN CROSSING
INFORMATION
XING /
SO SIZE/TYPE
SD PIPE IE
TOP OF WM
VERT. SEP-*
O
12" CONC
447.58
446.58
12"
O12"
CONC
452.43
451.43
12"
O
12" CONC
451.10
450.10
12"
O
8" CONC
448.86
447-66
12"
O8"
CONC
444.47 1
443.47
12"
O-
12" CONC
442.35
441.35
12"
O7
12" CONC
438.57
437.57
12"
O12"
CONC
441.18
440.18
12"
O12"
CONC
442.81
441.81
12"
B" CONIC
447.98
446.98
12"
8" CONC
443.54
442.54
12"
*
VERTICAL SEPARATION IS MEASURED FROM THE PIPE
OUTER
WALL
SE 165TH ST
w5H'1
SE 166TH PL
A-NNNNNNN
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
U
r W F-
� O 0) W Z
�M =Wg
U)� o a U a
41V OJ J Z
ir Z J a i
U w � Lu
2 L) a Q
LLI Lu
Ne U a 3
LLI Z Q U
O U
cn
O
O
PERMIT SUBMITTAL - 3/20/18 'BASE MAP B-4
SHEET', 7 OF 27
THIS DRAWING REDUCED ONE-HALF (SCALE ACCORDINGLY) DRAWING