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12"x12" VERTICAL CROSS (MJxFL)_
2-12" BLIND FLANGES (ONE W/2" TAP & 2" PLUG)
1-12 PLUG (MJ) W/ 2 TAP & 2 BLOW -OFF
TEMP BLOCK -REMOVE CLEANING "POLY -PIG"
TESTING DETAIL
AFTER ALL TESTING, CLEANING ANDJ
DISINFECTION, REMOVE, TEMP, BLOCK
& BLOW -OFF & CONNECT WITH 12"
SLEEVE & 12"SPOOL. REMOVE BLIND FLANGES
W/ TAP & REPLACE W/ SOLID BLIND FLANGES.
FINAL CONNECTION DETAIL
NOTE: CONTRACTOR TO COORDINATE WITH
WATER DISTRICT fin" �-)!nl� r1 " �'� WORK.
-405
400 -
10 20 9
- , STD CITY Ur RENTON I
PER CITY OF RENTON - - - - DTL BR24 � I All-1 16"x12" TAPPING TEE (MJ)STA 2+32.1, 5' LT ! S A 0+59.5, 5 RTI�1�
112 TAPPING GATE VALVE (FLxMJ) SCALE 1 -20'
STD DTL BR25 � SOX - - - - - - - - - - SEE DETAIL c4.2 I I O t " n
/ 22.5 VER CAL END W/THRUST BLOCKING
TA 1 +00.0, I 1
SEE DETAIL c4.1 52 LF 12' CL52 DI - - 4 - - - - T - - - - 0
12" VERT CR SOS (FL) - - LF CL5_ )I �� PER CITY OF RENTON STDS
�1)
112" PLUG (MJ) �Rw - --- - - - �--� 167 LF 12" CL52 DI o W , uv, n,N
W THRUST BLOCKING � �.
/ - COORDINATE TESTING W/CITY
STA 3+19.0, 5' RT
35 LF 1 Y OF RENTON UTILITY INSPECTOR
_-1
86 LF 8 SDR 35 S=2.5�
/ 0 PRIOR TO CONSTRUCTION AND
_ , �� CONNCTION TO EX WATER MAIN
/ 2 7 _ u+oo
cr�-- - --- - __ __ - - _`10 LF 8" SDR 35 S=2.5�
2d WATER AND + --
SSMH #2, 48'
UTILITY X ING � - - -
CONNECT TO EXIST
RIM=�9�-�6 0�, p � � � � ,r , . �o � .� _,.., �--..���IP� -, � I I 16" DI WATER LINE
IE=3946 8" OUT)E 3 43.�Q 12 W-395.20
T 8 SS=393.45 n, / 0��I IQ
PER CITY OF RENTON � 6 SSCO
o0
STD DTL BR28 -
SEE DETAIL c4.1 I / SEE DETAIL, / g / S l ASING `• w I I 12"02" VERTICAL CROSS (MJxFL)
STA 3+15.5, 5' 2_12" BLIND FLANGES ONE W 2" TAP & 2" PLUG
I c� �� / 96 ( 1 12" PLUG (MJ) W/ 2" TAP & 2" BLOW OFF )
- �- -
3� <, TEMP BLOCK -REMOVE CLEANING "POLY-PIG"
"�S STUB, IE-397.00 398/t l �h I TESTING DETAIL „
�„ - " EXIST 16 DI
t I AP AND MARK W/ 2 x4 / / i I WATER LINE
vVHITE 'SEWER' MARKING I IH�I
� W AFTER ALL TESTING, CLEANING AND�
15' WATER I o I / , 1 DISINFECTION, REMOVE, TEMP, BLOCK
EASEMENT I , I &BLOW -OFF &CONNECT WITH 12
CD c
_ ___ / SLEEVE & 12"SPOOL. REMOVE BLIND FLANGES
FUTURE I FIRE HYDRANT ASSEM Y / / W/ TAP & REPLACE W/ SOLID BLIND FLANGES.
BUILDING PER CITY 0 RENT i 7.5 7.5' I PROPOSED OFFICE / FINAL CONNECTION DETAIL
(�05 STD DTL BF� 4 7 J IRRIGATION METER % \
I
+ //
2 x4 -WHITE' MARKER - POST' • ""' SEE DETAIL c� ; I BL.DG FF - 401 � I CONNECT TO EX 8" SANITARY SEWER
6� STA+61.7 104.4 LT -
6 LF 1 PE / / I MAIN. CUT EX 8" MAIN TO INSTALL SSMH
- - - - I --�1�
_\' k 1" DDCVC PER / % I I PER CITY OF RENTON STDS. CONTRACTOR
- - - - - 12 x4 7 (MJxFL) / J I,_ j TO FIELD VERIFY PRIOR TO CONSTRUCTION.
- COB STD DTL BR54
W7TNRUST IOCKING�' ) / COORD. WITH CITY OF RENTON UTILITIES
1 4 GAT VALVE FLxRJ I
400,, STA 2+59.7, 143.9' LT ROUTE WATER LINES / /
1 �ftll I j3: 1
! I
1 12 TEE (FL)
2 12" GATE VALVE (FLxMJ) III- - - -
1 12" ADAPTOR (MJXFL) - -- - - _
W/ THRUST BLOCKING x - - -----____ - - O 12" 22.5' VERTICAL I ND'
STA 2+67.0, 5' RT
- 5 LF 12 CL52 DI
(1) TEMP BLOWOFF ASSM I (1) 8"x6" TEE (MJxMJ) I / THRUST BLOCKI G
FIRS HYDRANT ASSEMBLY ,
IE=391.25 Q� TA 0+66.0 5 RT
o -- ELOW TRENCH
i - SSMH #1, 48
N 39a I - W AIM=39fr$-+ MATCH FX 3q'1.2q
1 5 LE 12" I AIN CONNECTION i
CL52 D1 �iL I , I IE=�S§&� 8;; IN)1t+�3
4" DDCVA ASSEMBLY i - �! I Q i IE=385.77 8 OUT)S
395 V`� I PER COR STD DTL BR56A / w f PER CITY OF RENTO
3g4 N
!� lF �5 I � ��� I a � � ; , � '� STD DETAIL BR-28.
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6 Spy """" "; _-I - - 4 FIRE SERVICE SEE. MECHANICAL ,/ r, _li- SEE DETAIL C4.1
1
" " ; - FDC PLANS FOR CONTINUATION TYP l STA 0+25.7, 5' LT
�S 12 x4 '�E JxFL) K� � � ( ) Q
5N��: } 4- GAT VAL� (FLxFL) ,� Pi
6 SS STUB; IE=397.00 ¢�9 1 4 x3"Dk1C€R (FLxRJ) �- _� 2 1/2" DOMESTIC DATER SERVVyf.
CAP AND MARK W/ 2%4" 1 12" VE T`CROSS (FL}MY OF WWON
390 WHITE 'SEWER' MARKING I W/THRtJST,LOCKING^
.........
ON STD DTL BR42 /
STA 2+,59.4 148.3 RT 2" DOMESTIC METER PER CITY
SCALE: - f R - -
' 0 ENT CAI►.
1"=20' HORZ N (1) 12",PLUG (MJ) i I / �•4-11 03
REDUCED PRESSURE BACKFL / W THR ST BLOCKfMG i UTILITY XING / - _\I
1 "=5' VERT Sf 2+9.4 (148.3'; RT) 1 N�-S. LY. (EXTERIOR`r �OP 39 .62
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ASSEMBLY. L AIL �, I I r V I I r e
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PHOKIDEE�HAFOAM IE_39�r69 3 / 12 CL52 DI RESTRAIN`-,, 2'` CL52 DI, RESTRAIN � •
PAD AT Cf OSSING. UPPER UTILITY PIPE STD DTL BR28 PIPE HACKIE RODS - - - PF W/SHACKLE RO( S
WS
390
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..................... SEE •ET+�flNFOAM ........ ... , , , , , , 1 u.. /
S'EE DETAIL C4.7-Lf 8
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INSTALLATION DETAIL. 15.5, 5 LT Z,17 SUS 35 S `` • OINTOPIPE...,,•. ,.......
STA 3+ o ESTRAINED � R
LESS THAN 12" 2 G �a STEEL CASING
CLEARANCE f ;SEE DETAIL
:.
385
.. ................. ........ .........
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zo PACK GAP ,BETWEEN • MI 3H5
5 N ,...........
� I39
UTILITIES AT CROSSING .. .......... ........ }
SCALE: W/ 6" THICK ETHAFOAM PAD SCALE: ^III1,
SEE DETAIL
w 1 "=20' HORZ LOWER UTILITY PIPE 1 "=20' HORZ
1'l VERT 1'l VERT IN, c� /
ETHAFOAM INSTALLATION DETAIL
...... � � � � � � � ...... • .. \
• 3. 2+00 1+00
.......... .. .... .....- _ _ • . _
ZN ( KEYMAPHighlands
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0i+o00nal. Pl z
AS -BUILT �{, Elizabeth Odegard, Medina, Washington 98039
ej
.Y 1 �.
"THESE PLANS ARE AS -BUILT AND THE /{
INFORMATION SHOWN ACCURATELY 16
o M/t� j j �O 2 CONDITIONS AS OF REFLECTS EXISTING FIELD CONDITI •������•
MARCH 2O05." c
�taE 3/"7 '1
COUGHLIN PORTERLUNDEENclion
JC-.
A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION
ti
217 PINE STREET - SUITE 300 P: 206/343-0460 sIpNAL E�GN
SEATTLE, WA 98101 F: 206/343-569 I
f• .
kPIRF' /23/2004 4- •�
I
SCANNED APR 2 21 /-�,7/ 1-/- �?O2�o6'�'z,zQa? cr�I Ic �f
WATER PLAN C4,00
AND PROFILE
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