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12 x12* VERTICAL CR05S (NhFLVI
2 -12' am nANGES (ONE w/ 2' TAP & 2' PLUG)
1 -12' PLUG (1U) w/ 2- TAP & 2' BLOW -OFF
Tw- BLom- REYONE maw 'POI Y -Q1G•
TESTING DETAIL
J
AFTER ALL TESTMG, CLEANING ANDJ
DISINFECTION!, REMOVE, TEMP, BLOCK
& BLOW -OFF & CONNECT WITH 12"
SLEEVE & 12'SPOOI_ REDONE RIND FLANGES
W/ TAP & REPLACE W I SOLID BUND FLANGES.
\ FINAL CONNECTION DETAIL
NOTE: CONTRACTOR TO COORDINATE WITH
WAn'R DKTKT $911 MOP TO ANK MIORK.
FUTURE
BUILDING
405
...... -•! VS' ...:....... r2 ".x4� WHITE--MARKER OUST ................... :....... .......:
8' moo
• � /-,E-- 3y6.96
400 .......:....... :....................... :....................... :....... "'lW......
� �S
:....... 3g5 ............................ �' .......................:....... ....... :
6" SS STUB,' IE= 397.00 6t�
CAP AND MARK W/ 2 "x4'
• ...... .......:....... WHITE 'SEWER'.. MARKING ........:.... .......................
SCALE:
1"=20' HORZ
1 " =5' VERT
1 12' TEE (FL)
2 12' C,AYE WU*f (EL:M4
t 12• Atlr ym ( -)
W/ TWJS1 9-OCI(IMG
STA 2+67 0, 5' RT I
(1) Tw BLomT ASSY L
PER C. OF IBM
Sty om. go
SEE WTO& cu.'
�1� 12' YM CAS (FL)
1 t2. PLUG (Mi
W1 THRUST BLOCKING
STA U 14.0. S' in
RV =40- c -46
IE= 393.46 8'(WT.)E
PER C" OF RENTON
STo DTL BR28
SEE DETAIL u.T
STA 3+15.5. 5' L`i
Mill
�r
o �
,1
i
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�A
W
z
r
r' *4 E =311.26
SIA X11,
- ... 41AW 2.
16 .01
NINON CO2 of 25
46 4-f
NOW` ' w. __,• i► ..,.r..r•+r r wr., r I � • y ,. •�'. y y� r
410M ±` #r• .ice yam, . � 4{ 3"l r• . - 'a• ' f
IA •- I o
e i
ow
J.
y - _ .• - IE= 396.96. T ; - - - • J 49
f ,: '4 = - - - -• SEE DETA& } v Sm CASING
•� • w- •j r :ice �. � u' � ._ • - %`� i
STUB, IE= 39 ,— 00 -- .✓.� 398 � . • •~
, . /
AND MARK w 2,x4. -
,. WHITE SEINER MARKING / ✓ _ _•
v
Ir
M.
'
-' �" ' / 'L SQL �• � +ice
fflOPMED
0 - - GE - r
j I IQpIGAT'ON METEP 0
_ 6 LF 1' PE / f
1" DDCVC PER
, COB STD D n OR54
RO
UTE WATER L IWFS�'
LOW TRENCH
a '
AIN CONNECTION '
I N ` 4 DDCVA ASSEMBLY loe ,/ : •' ' j
PER COR STD DTL OR56A
/ 4
.- • � d" FIRE SERVICE SEE. MECHANICAL � - _ ' • � ; y
% - fDC PLANS FOR CONTINUATION TYP
2 1120 DOMESTIC WATER SINK' / ��
r.
x .J
!�
CAI .
2 DOMESTIC METER PER Ct1rY
= v Or RENTON STD DTL BR42
REDUC ED PR ESS UR E B A CKFL
_ _ _ _ _ v►_ ►., � , •_
M Y (EXTERIOR / }
rc ASSE BL . ... .�.. . s •-
INSTALLATION W/ HOT 60 a' L
.. ;. ' / !
O 12' 22.S VERTtc'.Al
LF 12' CL52 a
i &Dw c
'A 0+66 -0. 5' Rv
14 (W%5, T a1'
'c) 12' 225 VER'ZAL,
� LF 12m CL52 a I
FA C428 0, 5' p"
i�
it
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TOP 30 r,2
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WET TAP Ex 16" 11
r
WATER AWN F9 CP
16' 91 WATER UK
O RM0N STOPOAM
a"ACTOR TO -E
W FIELD VEA"Y P" C
10 2
* TO r_ " (Tw)
TEMP BLOCK - REMOVE CLEANING "POLY -PIG'
x 112•
jl� 16'2' TAPP�IG TEF (1R1)
TESTING DETAIL
1 TAPPING GATE vA VE (RxW)
SCALE 1' =20'
w/n�tusT BLOOICING
PER �' ^w SON S'"3S
1 I
,
COORDMATE TES c N /City
' I AFTER ALL TESTING, CLEANING AND-/
OF RENTON UTILITY WSp 9OR
DISINFECTION, REMOVE, TEMP, BLOCK
PRIOR TO CONSTRUC *014 AND
I & BLOW -OFF & CONNECT WITH 12'
CONNCTION TO EX WATER MN
SLEEVE & 12'SP0OL REMOVE BLIND FLANGES
i
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i
' 7P,1�.'EWuY I
RIM = 398.81 MATCH EX)
IE= 385.87 8" IN)W,N
IE= 385.77 8' OUTS
PER CITY OF RENTON
STD DETAIL BR -28.�
SEE DETAIL C4.1
STA 0 +25.7, 5' LT �..-
Q � T
O......................... ................................................................. ............................... ....................... .............. .. .... ....................... ....................... ....................... ......... ... .... ....
Sean Orr
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117 OHO W 4 W •1 'Z :Z •W /AUA1GT�iL I.C.
00 t0 a e N m p I �^ I : W (} Q C
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O r a. cn v~� m w a 3 3 c3 a� ._�
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................................................................................... ............................... .............. .............................. ............................... :......... o �+�, �+�nlc I o ��- :, ��n�., ►..oc
:.. . ............................... ...................... ............................... ............ I W ,. :.. ................... ... ..... ......... '405. .
EX N r 14 + a Ci N'li'?'„" :cam i= '(�'•�.... .. Z.o.�`' . CL
' GRADE I : �� �°; I� I `„ �� `„_°°`" o oI
_ N + + !3 N + N + rt I Z � Q�
� AA4 J _ 1 1 •- � O •- O I «- OCR � O � F- C L u- !c?
y. . ...
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LLJ
o a SDO _ _y ;��
MIN
. 52 L� 12' CL52 DI + CLR EX
;395 ` GAS
m . 40 LF 12" CL52 DI........... ........:.....11.0.. if...12 ".. CL52. DI . , .............:............ ...........:................... , ...: :....... 5 .. - _ EX W
12" SD . :.:167 tF t2" C1:52:DI " - /........ .. - - :....... 5 ......:
12% MIN CLEAR V 35 LF/ 12 ,
5 LF 12" CL52DI IF LESS THAN 12 ", IE= 393.1 86 " �- 18 �5 LF 1 CL52 I
B�IH �F MIN 1 2" 2 D
PROVIDE I MIN RIM =4 - 8 SDR 35 S_2.59 CLR
THICK ET FOAM _
� i =39 � � 12' CL52 DI, RESTRAIN --+ 12" CL52 DI, RESTRAIN
PAD AT CROSSING. UPPER UtLfiY °APE STO DTL BR2804
PIPE W /SHACKLE RODS _ — PIPS W /SHACKLE ROgS
SEE' ETHAI�FOA4#
._._ SEE DETAIL C4.l • ............................ 2ip 8. .S .............. ....................... ......... ....• ...................:..,.....,..
INSTALLATION DETAIL. ;STA 3 +15.5 5' D 35 5 =2:5� "��BOLTEOCK RESTRAINED i r.
12
LESS i Ng1d "--- JOINT` PIPE
r ARAN' -�-•- STEEL CASING
'off ,LE UE I ; BE DETA�. 2
Z ...... ' .......... . ........... :........ , ....... PACK GAA BETWEEN I VvJ 1: FOR ENLARGEMENT c4.3
o;' !. .... ................. ... ...................................: ......................:........ '� Flog
UTTLMES AT CROSSING x� y 5 1uli� .... .......... ......................... . .... . ....................... • ............ ............................... ............ ............................... :..................... .......... ........:...................... , .............................. ....... .
all SCALE: W 6" TRICK ETHAFOAM PAD \�
" / SCALE:
1 =20 HORZ S E DETAIL
°C 1 " =5' VERT LOWER UTILITY PIPE 1 -20 HORZ
1 " =5' VERT C4.3 /
tTHAFOAM INSTALLATION DETAIL
0
3+00
.............................. . .. ............................... ....................... :....................... :....................,..:..................•..... ................ ..... . .. .. .. .. .. .. .. 2+00 1+00 . ......... .,..,....... ........... ...,.............. +00
. . . .. .. . ...... .... ........... C. Ao KEYMAP Highlands Professional Plaza SHEET
Elizabeth Ode and , Medina Washington 98039
COUGHLIN PORTERLUNDEEN
•
PLAN
A CONSULTING STRUCTURAL AND CNIL ENGINEERIN WATER
95577
• �• 217 PINE STREET -SUITE 300 P: 206/3
Z 43 -0460 �
w� '��� ��� PROFME
SEATTLE, WA 98101 F: 206/343 -5691 s101NAL
SCANNED NOV • 7 2003 �`� W • �o ? / c ►� (.� f
w i
e
i
CONNECT TO EXIST
16' 91 WATER UK
• 12'x12' VERTICAL CROSS (wrrL)
2 -12' BUND FLANGES (ONE W/ 2' TAP do 2' PLUG)
1 -12 PLUG (W) w/ 2' TAP do 2' BLOW -OFF
TEMP BLOCK - REMOVE CLEANING "POLY -PIG'
TESTING DETAIL
EXIST 16' DI
WATER LINE
1 I
,
' I AFTER ALL TESTING, CLEANING AND-/
DISINFECTION, REMOVE, TEMP, BLOCK
I & BLOW -OFF & CONNECT WITH 12'
SLEEVE & 12'SP0OL REMOVE BLIND FLANGES
W/ TAP & REPLACE w/ SOLID BLIND FLANGES.
FINAL CONNECTION DETAIL
CONNECT TO EX 8' SANITARY SEWER
MAIN. CUT EX 8' MAIN TO INSTALL SSMH
PER CITY OF RENTON STDS. CONTRACTOR
TO FIELD VERIFY PRIOR TO CONSTRUCTION.
COORD WITH CITY OF RENTON UTILITIES
i
I
� I
i
' 7P,1�.'EWuY I
RIM = 398.81 MATCH EX)
IE= 385.87 8" IN)W,N
IE= 385.77 8' OUTS
PER CITY OF RENTON
STD DETAIL BR -28.�
SEE DETAIL C4.1
STA 0 +25.7, 5' LT �..-
Q � T
O......................... ................................................................. ............................... ....................... .............. .. .... ....................... ....................... ....................... ......... ... .... ....
Sean Orr
Q `� :fix 3
Cr J Gil J 3
7 Z ��:wyOC �Z Of W �O- 2 N .r Z.-. F- �-�� �_ x Z
�UUY3�; vJVxWp W Q�W �.`Y3� 2G��73� J (WlfO �_
~: W �. O �] - I �� .J iy M. r`._. L .................. vy ... ... .^ ....(n.. - �. (/3 ...............:h ....... ............................... ............. . 4m 1= K'C¢7• QI pnpnm CD�D OCI3J�to�O� tTl -V)aon C5 cm
117 OHO W 4 W •1 'Z :Z •W /AUA1GT�iL I.C.
00 t0 a e N m p I �^ I : W (} Q C
RN =Q%CN N•d �N�QjN UQ�N cO WUppNS�C,- NNS Xi �r- ♦ O CD �r7 I [n m WHAVE.S.E) JCS
p l--- •- - �' Q .- .- f- N OD m� F- ♦ Q I (� I W I C 7 0 Q Cj r
W~ 1'Q- O_ ^ W W ^� 1' f- iv�� 'Q ^ hQ- Z Z w W Z I c W
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O r a. cn v~� m w a 3 3 c3 a� ._�
z a vvi 405..... :.......................'.. �QQ51 i : �`b' I . wc8' . :�� �Zdo�o
................................................................................... ............................... .............. .............................. ............................... :......... o �+�, �+�nlc I o ��- :, ��n�., ►..oc
:.. . ............................... ...................... ............................... ............ I W ,. :.. ................... ... ..... ......... '405. .
EX N r 14 + a Ci N'li'?'„" :cam i= '(�'•�.... .. Z.o.�`' . CL
' GRADE I : �� �°; I� I `„ �� `„_°°`" o oI
_ N + + !3 N + N + rt I Z � Q�
� AA4 J _ 1 1 •- � O •- O I «- OCR � O � F- C L u- !c?
y. . ...
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30Ccn cncn
d . ...... ....................... .................. .. ...... . ...... ....... . : .. � ............. .. . . ....... � ............... 4W . ......... ............. . cr- ....... . :....... ....... : ........
LLJ
o a SDO _ _y ;��
MIN
. 52 L� 12' CL52 DI + CLR EX
;395 ` GAS
m . 40 LF 12" CL52 DI........... ........:.....11.0.. if...12 ".. CL52. DI . , .............:............ ...........:................... , ...: :....... 5 .. - _ EX W
12" SD . :.:167 tF t2" C1:52:DI " - /........ .. - - :....... 5 ......:
12% MIN CLEAR V 35 LF/ 12 ,
5 LF 12" CL52DI IF LESS THAN 12 ", IE= 393.1 86 " �- 18 �5 LF 1 CL52 I
B�IH �F MIN 1 2" 2 D
PROVIDE I MIN RIM =4 - 8 SDR 35 S_2.59 CLR
THICK ET FOAM _
� i =39 � � 12' CL52 DI, RESTRAIN --+ 12" CL52 DI, RESTRAIN
PAD AT CROSSING. UPPER UtLfiY °APE STO DTL BR2804
PIPE W /SHACKLE RODS _ — PIPS W /SHACKLE ROgS
SEE' ETHAI�FOA4#
._._ SEE DETAIL C4.l • ............................ 2ip 8. .S .............. ....................... ......... ....• ...................:..,.....,..
INSTALLATION DETAIL. ;STA 3 +15.5 5' D 35 5 =2:5� "��BOLTEOCK RESTRAINED i r.
12
LESS i Ng1d "--- JOINT` PIPE
r ARAN' -�-•- STEEL CASING
'off ,LE UE I ; BE DETA�. 2
Z ...... ' .......... . ........... :........ , ....... PACK GAA BETWEEN I VvJ 1: FOR ENLARGEMENT c4.3
o;' !. .... ................. ... ...................................: ......................:........ '� Flog
UTTLMES AT CROSSING x� y 5 1uli� .... .......... ......................... . .... . ....................... • ............ ............................... ............ ............................... :..................... .......... ........:...................... , .............................. ....... .
all SCALE: W 6" TRICK ETHAFOAM PAD \�
" / SCALE:
1 =20 HORZ S E DETAIL
°C 1 " =5' VERT LOWER UTILITY PIPE 1 -20 HORZ
1 " =5' VERT C4.3 /
tTHAFOAM INSTALLATION DETAIL
0
3+00
.............................. . .. ............................... ....................... :....................... :....................,..:..................•..... ................ ..... . .. .. .. .. .. .. .. 2+00 1+00 . ......... .,..,....... ........... ...,.............. +00
. . . .. .. . ...... .... ........... C. Ao KEYMAP Highlands Professional Plaza SHEET
Elizabeth Ode and , Medina Washington 98039
COUGHLIN PORTERLUNDEEN
•
PLAN
A CONSULTING STRUCTURAL AND CNIL ENGINEERIN WATER
95577
• �• 217 PINE STREET -SUITE 300 P: 206/3
Z 43 -0460 �
w� '��� ��� PROFME
SEATTLE, WA 98101 F: 206/343 -5691 s101NAL
SCANNED NOV • 7 2003 �`� W • �o ? / c ►� (.� f
w i
e
i