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12 %12' VERTICAL CROSS (MJxFL)JI
2 -12• BLIND FLANGES (ONE W/ 2" TAP do 2- PLUG)
1 -12' PLUG (MJ) W/ 2" TAP & 2" BLOW -OFF
TEMP BLOCK - REMOVE CLEANING "POLY -PIG•
TES_ TING DETAIL
AFTER ALL TESTING, CLEANING AND
DISINFECTION, REMOVE, TEMP, BLOCK
do BLOW -OFF do CONNECT WITH 12"
SLEEVE do 120SPOOL. REMOVE BLIND FLANGES
W/ TAP & REPLACE W/ SOLID BLIND FLANGES.
� FINAL CONNECTION DETAIL
NOTE: CONTRACTOR TO COORDINATE WITH
WATER DISTRICT #90 PRIOR TO ANY WORK.
FUTURE
405
BUILDING
n
.. .......
U
2.x4 - 'WHI•TE MARKER POST ...................
.
....................... .
Z
a
s (A
IE= 396.96 _
%S
400
. . ... ..................
400 .
. . .....................
395
,S
ell
395
L,, '�?
' _
....... ;,., .......
1� fV
'
:
�s s.
a
.........
6' SS STUB; IE= 397.00
........... ........................ .
O) I— V) Go f`
CAP AND MARK W/ 2•x4•
WHITE 'SEWER' MARKING
.
I
SCALE:
W Kr�"1
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1 " =5' VERT
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12 %12' VERTICAL CROSS (MJxFL)JI
2 -12• BLIND FLANGES (ONE W/ 2" TAP do 2- PLUG)
1 -12' PLUG (MJ) W/ 2" TAP & 2" BLOW -OFF
TEMP BLOCK - REMOVE CLEANING "POLY -PIG•
TES_ TING DETAIL
AFTER ALL TESTING, CLEANING AND
DISINFECTION, REMOVE, TEMP, BLOCK
do BLOW -OFF do CONNECT WITH 12"
SLEEVE do 120SPOOL. REMOVE BLIND FLANGES
W/ TAP & REPLACE W/ SOLID BLIND FLANGES.
� FINAL CONNECTION DETAIL
NOTE: CONTRACTOR TO COORDINATE WITH
WATER DISTRICT #90 PRIOR TO ANY WORK.
h j WET TAP EX 16' a
1 12• TEE (FL) — — I
WATER YAW PER CITY
2 120 GATE VALVE (FLxMJ) —" -' ---- -- _ ____� _. s ` I OF RENTON STANOIARDS
1 11 ADAPTOR (MJXFL) — — --- — , ' () 128 22.5 VERTICAL CONTRACTOR TO POTHOLE
W THRUST BLOCK ��'' � • • �" y _ . � '`
LNG -- — — �— k., . 5 LF 12• =2 a AND FIELD �ERI�r PRIOR
STA 2167.0, 5' RT I Vii ��', �.,�r t .,i y 1) x6• (MJ - I " THRU BLOCK ' TO (TMp) 0 10 I r4u LFN,
1.25 A 0+ .0, 5' RT
(1) TEMP BLOWOFF ASSY L s. ;'. 'T "'e A 0 +5 .5, 5' RT 1 1 • 1 • T
PER CIT1f OF REN f _ — �, STA ♦32.1, LT — _. / y. _ ' 6� 2 APPMIG TEE (YJ)
�. '. .• _ I /� 1 12 TAPPMIG GATE VALVE (FLx11J) r�'� ,
STD DTL BR15 .�
SEE DETAIL w ;. ? ,. ••w,r ,� I ,t O 12812.5- i w BlA(',KMrG
u•t `' :i p t -�" LF 12 CL52 D1 PER G1Y OF' RENTON STD6
1 120 VERT CR (Fl) - - _ `• ;
1 12' PLUG (IIJ) ► ; . 1 12. CL5! -
w THRUST BLOCKING •♦ - _ ,, GDOROMrATE TESTMrG w /CITY
....« .' ..~".� -+,, --"-- _ _ .,�_ j +op _ RENTON ILIM Y IMC70R
A 3+19.0, 5 RT -I ,�
-- _ ."._..... Bull, w.,.,,r _ ,{,., }.' h PRIOR TO AND
COWICTION TO EX WATER YAW
OWN
i COACT TO EAST
1 a Im LK
&M,* 8 T UT)E '' �'i. +
I. j Iq
PER CITY OF RENTON ,. i ,w,; ,a;;• ` "' ' ' cri
STD 011. BR28 4� IE =396.06 T' 3 / • I •
: DETAIL `a / ".; 12 x 12 VERTICAL CROSS (MJxFL)
SEE DETAIL , c4.t «��.., + .;,= E 2 STEM CASING -
5TA 3+15.5 5 Y 1 .� r`, �_ ,- 396 2 -12. BLIND FtJINGES (ONE w/ 2 TAP 2' PLUG)
�. / /'— I 1 -12 PLUG (YJ) W/ 2 TO k 2 BLOW -OFF
•��t~ c•4..2�; TEMP BLOCK- REM CLFJI" OPMY -PIG'
394
`=: ' r` 6" SS STUB, IE= 397.00 / _ `�
- �^ ----- EXIST 16' a
CAP AND MARK W/ 2 "x4• / / i f= . I 1MAlER LINE
WHITE 'SEWER' MARKING '� IE'�r MD
�r't - ��Y / - • i I AFTER ALL TESTING, CLEANING AND
_ 1 .;•� WINFECTION, REMOVE, TEMP, SOCK
-�`, 18' WATER / •
,. BLOW -OFF 0 CONNECT WITH 12
SLEEVE 0 12"SPOOL.• REMOVE BLIND FIANCES
W/ TAP REPLACE W/ SOLID &W FLANGES.
V •J,• •;! �r ,
PROPOSED
'��• 1 IRRIGATION METER SLMFF. ♦ �' � '� ;_ �;'• ;
• CONNECT TO EX Be SANITARY SEIItER
6 LF i PE '�V
` � I MAIN. CUT EX Be YAMI TO MrSTAII SSW
I ° PER CITY OF RENTON STDS. CONTRACTOR
1 " DDCvC PER / _ _ ; '' °C t i
TO FIELD VERIFY PRIOR TO CONSTRUCTION.
COB STD DTL 8R54 / �'� �iL y ► -: ,� COORD. WITH CITY OF RENTON MM
r� ` s• - ROUTE WATER LINES
LOW TRENCH '' '
� I ' ,,.- o I RIM =31g.Et � MATCH EX) f'� � = 7'
L0 AIN CONNECTION � i _,w_ � :;:: p I IE -W&It 8 IN Mr.
Ln I IE -385.77 e'
N 4" DDCVA ASSEMBLY
i �T, I Q
I ,r S / , >I PER CRY OF RENTON
PER COR STD DTL BR56A �1�t1� / -' T=,1
.�• I : STD DETAIL BR -28. 4
SEE DETAIL C41
4 FIRE SERVICE SEE. MECHANICAL /
O "
T P STA 0 +25.7, 5' LT
I ' - FDC PLANS FOR CONTINUATION TY
2 112' DOMESTIC WATER SERVy2 / = ` - _ l '' +•
�I
V
�• � ' 1 1
3l5.
�I L,.
2" DOMESTIC METER PER CITY
OF RENTON STD DTL BR42
REDUCED PRESSURE BACKFL 9 W / / Af-
It y
NSTALLA i ION W/ HOT BOX)
s
C5 LD m z J Z
a �-- g
Ln tic CS �rn in o0 C D �Gr �+-i WW3 • q�C +
•f a r+ y
405 4051
t. , K
................. : ....................... .�.• i'7r.+A. r /►,•1\ �K'%'• A�i ft• 1` i��' 1�N. f•\+ N►.......... ..r,........................... .......,...... .. �+
8 SDI 52 LF 12" C[52 DI
r� o
395
0 12, SD
12m IN Q
-#* ,% f 4
1
1
I
E
I
I
i
i
FUTURE
405
BUILDING
405
.. .......
2.x4 - 'WHI•TE MARKER POST ...................
.
....................... .
d' X00
IE= 396.96 _
--
400
. . ... ..................
400 .
. . .....................
395
,S
ell
395
L,, '�?
' _
....... ;,., .......
1� fV
'
:
�s s.
...
.........
6' SS STUB; IE= 397.00
........... ........................ .
O) I— V) Go f`
CAP AND MARK W/ 2•x4•
WHITE 'SEWER' MARKING
.
I
SCALE:
W Kr�"1
1"=20' HORI
}
3
1 " =5' VERT
:I
h j WET TAP EX 16' a
1 12• TEE (FL) — — I
WATER YAW PER CITY
2 120 GATE VALVE (FLxMJ) —" -' ---- -- _ ____� _. s ` I OF RENTON STANOIARDS
1 11 ADAPTOR (MJXFL) — — --- — , ' () 128 22.5 VERTICAL CONTRACTOR TO POTHOLE
W THRUST BLOCK ��'' � • • �" y _ . � '`
LNG -- — — �— k., . 5 LF 12• =2 a AND FIELD �ERI�r PRIOR
STA 2167.0, 5' RT I Vii ��', �.,�r t .,i y 1) x6• (MJ - I " THRU BLOCK ' TO (TMp) 0 10 I r4u LFN,
1.25 A 0+ .0, 5' RT
(1) TEMP BLOWOFF ASSY L s. ;'. 'T "'e A 0 +5 .5, 5' RT 1 1 • 1 • T
PER CIT1f OF REN f _ — �, STA ♦32.1, LT — _. / y. _ ' 6� 2 APPMIG TEE (YJ)
�. '. .• _ I /� 1 12 TAPPMIG GATE VALVE (FLx11J) r�'� ,
STD DTL BR15 .�
SEE DETAIL w ;. ? ,. ••w,r ,� I ,t O 12812.5- i w BlA(',KMrG
u•t `' :i p t -�" LF 12 CL52 D1 PER G1Y OF' RENTON STD6
1 120 VERT CR (Fl) - - _ `• ;
1 12' PLUG (IIJ) ► ; . 1 12. CL5! -
w THRUST BLOCKING •♦ - _ ,, GDOROMrATE TESTMrG w /CITY
....« .' ..~".� -+,, --"-- _ _ .,�_ j +op _ RENTON ILIM Y IMC70R
A 3+19.0, 5 RT -I ,�
-- _ ."._..... Bull, w.,.,,r _ ,{,., }.' h PRIOR TO AND
COWICTION TO EX WATER YAW
OWN
i COACT TO EAST
1 a Im LK
&M,* 8 T UT)E '' �'i. +
I. j Iq
PER CITY OF RENTON ,. i ,w,; ,a;;• ` "' ' ' cri
STD 011. BR28 4� IE =396.06 T' 3 / • I •
: DETAIL `a / ".; 12 x 12 VERTICAL CROSS (MJxFL)
SEE DETAIL , c4.t «��.., + .;,= E 2 STEM CASING -
5TA 3+15.5 5 Y 1 .� r`, �_ ,- 396 2 -12. BLIND FtJINGES (ONE w/ 2 TAP 2' PLUG)
�. / /'— I 1 -12 PLUG (YJ) W/ 2 TO k 2 BLOW -OFF
•��t~ c•4..2�; TEMP BLOCK- REM CLFJI" OPMY -PIG'
394
`=: ' r` 6" SS STUB, IE= 397.00 / _ `�
- �^ ----- EXIST 16' a
CAP AND MARK W/ 2 "x4• / / i f= . I 1MAlER LINE
WHITE 'SEWER' MARKING '� IE'�r MD
�r't - ��Y / - • i I AFTER ALL TESTING, CLEANING AND
_ 1 .;•� WINFECTION, REMOVE, TEMP, SOCK
-�`, 18' WATER / •
,. BLOW -OFF 0 CONNECT WITH 12
SLEEVE 0 12"SPOOL.• REMOVE BLIND FIANCES
W/ TAP REPLACE W/ SOLID &W FLANGES.
V •J,• •;! �r ,
PROPOSED
'��• 1 IRRIGATION METER SLMFF. ♦ �' � '� ;_ �;'• ;
• CONNECT TO EX Be SANITARY SEIItER
6 LF i PE '�V
` � I MAIN. CUT EX Be YAMI TO MrSTAII SSW
I ° PER CITY OF RENTON STDS. CONTRACTOR
1 " DDCvC PER / _ _ ; '' °C t i
TO FIELD VERIFY PRIOR TO CONSTRUCTION.
COB STD DTL 8R54 / �'� �iL y ► -: ,� COORD. WITH CITY OF RENTON MM
r� ` s• - ROUTE WATER LINES
LOW TRENCH '' '
� I ' ,,.- o I RIM =31g.Et � MATCH EX) f'� � = 7'
L0 AIN CONNECTION � i _,w_ � :;:: p I IE -W&It 8 IN Mr.
Ln I IE -385.77 e'
N 4" DDCVA ASSEMBLY
i �T, I Q
I ,r S / , >I PER CRY OF RENTON
PER COR STD DTL BR56A �1�t1� / -' T=,1
.�• I : STD DETAIL BR -28. 4
SEE DETAIL C41
4 FIRE SERVICE SEE. MECHANICAL /
O "
T P STA 0 +25.7, 5' LT
I ' - FDC PLANS FOR CONTINUATION TY
2 112' DOMESTIC WATER SERVy2 / = ` - _ l '' +•
�I
V
�• � ' 1 1
3l5.
�I L,.
2" DOMESTIC METER PER CITY
OF RENTON STD DTL BR42
REDUCED PRESSURE BACKFL 9 W / / Af-
It y
NSTALLA i ION W/ HOT BOX)
s
C5 LD m z J Z
a �-- g
Ln tic CS �rn in o0 C D �Gr �+-i WW3 • q�C +
•f a r+ y
405 4051
t. , K
................. : ....................... .�.• i'7r.+A. r /►,•1\ �K'%'• A�i ft• 1` i��' 1�N. f•\+ N►.......... ..r,........................... .......,...... .. �+
8 SDI 52 LF 12" C[52 DI
r� o
395
0 12, SD
12m IN Q
-#* ,% f 4
1
1
I
E
I
I
i
i
oc.,4 In 664
:... I.: cr . �+1 �5, �. M2. alla ,.. .Id.y. ....... ............ .......... .....•..'
EX GRADE a� I
64 64 *C4 Ix
I: �I
. .. ... ........ .. ..... .... .... .. •...... ...... .... ... ........ ....... .... ......�'..� .�►�.. ... .... ,'• � ..... .... .. ...................... ...................... ... ......... ..............
i
MIN ?� �(
CLR i I '
AL I EX W 395
R.. ....... ... ............................... �. .. l ........ .., ............ ........... ... ............................... .
167 i F T2 CL52 01 LP12 - - - t 8. EX �� -. -
5 LF 12 CL52 DI IF IE= 393.11
,� a kIN \L _r%7 LF 12 CL.52 a
LESS TMAN 12 4r • / CLR _
PROVIDE B" MIN RIM -40"! 4��Olo• so 12' CL52 D1, RESTRAIN — -- 12' CL52 DI, RESTRAIN mom
THICK ETHAFOAM IE 8' 0 UT fs,'�'� _ — — 1
r� PAD AT CROSSING. UPPER UtI m PIPE STD DTL BR28 4 W/ RODS PPE w /��ACKIE iiO4S
SEE fTMANFOAM .. ............... ...... ............................... SEE DETAIL.. c4.1 �� 8 SOP 3S s :�
INSTAlU1TIbN DETAIL. _ STA 3 +15.5, 5' ,Z17 a BOLTEOCK RESTRAINED
• JOW.. PIPE
LESS THAN 12"
CLEARANCE
385 PACK GM fc" flog
UTILITIES k CROSSING " y
��AL E W/ 6' TWCK ETHAFOAN PAD SCALE.
1"- 20' HoRZ LOWER Ufuly PIPE 1'=20' H(►kl
1%5' 'VER1
3+00
.. ............................... .. ... •
AS -TILT
'TFIE�E ''LAlll� AID WMNT AND THE t
TION 60M ACCUAATEIY
"WOO R" COMMM As OF
Z 0aire 0*"P MARCH =116111 W"
etp 70 STEEL CASMrG
BE ��
I FOR 03
14=1 WL 3L
`\ SEE DETAIL
\
%C43
:
\
�
�
2+00 "11101, 400p
C KEYMAP Highlands Prof cssional Plaza SHEET
Elizabeth Odegard, Medina, Washington 98039
COUGHUNPORTERLUNDEEN -
A CONSULTING STRUCTURAL AND CIVIL COIMrVItATION �'�i
217 HIVE STREE T - SUITE 300 P 20613434400 MAL
SEATTLE, WA !0101 F: 20iA3,3 -SN I
EIS 01 /23/2'00
�CANNEO APR 22
•
r
,
WAS PIM C4.0
AND PROFUE
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O) I— V) Go f`
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a R
oc.,4 In 664
:... I.: cr . �+1 �5, �. M2. alla ,.. .Id.y. ....... ............ .......... .....•..'
EX GRADE a� I
64 64 *C4 Ix
I: �I
. .. ... ........ .. ..... .... .... .. •...... ...... .... ... ........ ....... .... ......�'..� .�►�.. ... .... ,'• � ..... .... .. ...................... ...................... ... ......... ..............
i
MIN ?� �(
CLR i I '
AL I EX W 395
R.. ....... ... ............................... �. .. l ........ .., ............ ........... ... ............................... .
167 i F T2 CL52 01 LP12 - - - t 8. EX �� -. -
5 LF 12 CL52 DI IF IE= 393.11
,� a kIN \L _r%7 LF 12 CL.52 a
LESS TMAN 12 4r • / CLR _
PROVIDE B" MIN RIM -40"! 4��Olo• so 12' CL52 D1, RESTRAIN — -- 12' CL52 DI, RESTRAIN mom
THICK ETHAFOAM IE 8' 0 UT fs,'�'� _ — — 1
r� PAD AT CROSSING. UPPER UtI m PIPE STD DTL BR28 4 W/ RODS PPE w /��ACKIE iiO4S
SEE fTMANFOAM .. ............... ...... ............................... SEE DETAIL.. c4.1 �� 8 SOP 3S s :�
INSTAlU1TIbN DETAIL. _ STA 3 +15.5, 5' ,Z17 a BOLTEOCK RESTRAINED
• JOW.. PIPE
LESS THAN 12"
CLEARANCE
385 PACK GM fc" flog
UTILITIES k CROSSING " y
��AL E W/ 6' TWCK ETHAFOAN PAD SCALE.
1"- 20' HoRZ LOWER Ufuly PIPE 1'=20' H(►kl
1%5' 'VER1
3+00
.. ............................... .. ... •
AS -TILT
'TFIE�E ''LAlll� AID WMNT AND THE t
TION 60M ACCUAATEIY
"WOO R" COMMM As OF
Z 0aire 0*"P MARCH =116111 W"
etp 70 STEEL CASMrG
BE ��
I FOR 03
14=1 WL 3L
`\ SEE DETAIL
\
%C43
:
\
�
�
2+00 "11101, 400p
C KEYMAP Highlands Prof cssional Plaza SHEET
Elizabeth Odegard, Medina, Washington 98039
COUGHUNPORTERLUNDEEN -
A CONSULTING STRUCTURAL AND CIVIL COIMrVItATION �'�i
217 HIVE STREE T - SUITE 300 P 20613434400 MAL
SEATTLE, WA !0101 F: 20iA3,3 -SN I
EIS 01 /23/2'00
�CANNEO APR 22
•
r
,
WAS PIM C4.0
AND PROFUE