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ABANDON 3/4" WATER METER _ _ I_ �
(BY CITY FORCES)
- - - - r
CUT AND CAP EX. 6" W CI
- ` - REMOVE EX. 6" W CI
(BY CITY FORCES)
FROM STA 21+62.46 70 STA 5+58.73
EX. 6" W CI
- -- - -
F0 REMAIN
w<E>�" w<E>-
� _ W<E) w(E)- wl
8"-900 BEND (MJxMJI
ww CONC BLOCK
8" SLEEVE (MJ)
_ _
8" GV (MI 8" PIPE SPOOLS AS NEEDED
CONN TO EX. 8" W DI
w/s� 8" GV(FLxMJ)Www
CUT IN (BY CITY FORCES):
G
8"x8"TEE (MJxFL)
403 LF 12" W
CONC. BLOCK
COORDINATE WORK
SEE STD PLAN NO' 300.2
WITH CITY STAFF
FOR TESTING AND FINAL DETAILS \
w
STA 21+60.97, 14.00 LT
12" VERT. CROSS 12"W TEE (MJxFL)
8" SLEEVE (MJ)
FOR POLYPIGGING CONC. BLOCK
PER STD PLAN NO.300.6 STA 21+70 97 10.00 LT
i 3 CONC. BLOCK
NOTES:
1. CONTRACTOR TO VERIFY LOCATION OF EXISTING WATERMAIN PRIOR TO INSTALLATION OF NEW WATERMAIN.
2. EXISTING GATE VALVES LOCATIONS AS SHOWN IN SURVEY AND CONFIRMED WITH GOOGLE STREET VIEW MAY DIFFER FROM
LOCATIONS SHOWN IN COR MAPS.
3. EXISTING WATERMAIN APPROX. 2' HIGHER THAN NEW WATERMAIN. ROTATE 12"x8" TEE AND 900 BEND AND/OR INSTALL FITTINGS
AS NEEDED FOR CONNECTION. COORDINATE VERTICAL ALIGNMENT WITH CITY STAFF.
4. ALL MECHANICAL JOINT FITTINGS AND VALVES SHALL HAVE MEGALUG SERIES 1100 RESTRAINED JOINTS (OR APPROVED EQUAL)
AND CONCRETE BLOCKING PER CDR STANDARD PLANS.
D U B I Ex IV' 4218 Meridian Ave N
d 1,� Seahle, WA 98103
tony@dubinew.com
Environmental (206) 898-0057
Lai
ABANDON 314" WATER METER SUPER\/ISED F'OST
(BY CITY FORCES) NDICAIiNG VALVE
ER STD 360.5
REMOVE EX. 6" W CI _
FROM STA 21+62.46 TO STA 25+58.73
PIV TO BE INSTALLED AWA`
REMOVE EX. VALVE WITH FROM FACE OF BUILDING
EX. 6" W CI AND 8" W DI PER STD PLAN 360.5
12" X 8" TEE (MJxFL) 2" IRR, DW SERVICE
STA 22+73.21, 10.00 LT - - - - _ , ` METERS PER STD 320.2
- LL (CITY TO PROVIDE METERS)
NONSLIP LID
�W<E� w<, .. ,\ =6 N N -. S1k22+85.30,2.(b7$LT(DW)w.
STA 22+83.80, 26.78 LT (IRR)
8" GV (FL):MJ)
/-V-VVV VVVV-
45° BEND (MJxMJ) w 403 LF 12" W DI
CONC. BLOCK i
12"x6" TEE (MJxFL)
CONNECT TO EX. 8" W DI ABANDON C N (FLxMJ)
CUT IN (BY CITY FORCES): EX. 8" W DI STA 2 1L
450 BEND (MISTA 2+ .1 OQ
CONC. BLOCK 12"x2 TAPPED TE AND GV
_ 8" PIPE SPOOLS AS NEEDED__ _ _ _ _ _ _ PER STD. 320.3 _ --
SEE STD. PLAN 300.3 STA 22+85.30 10.0 LT (DW)
FOR TESTING AND FINAL DETAILS COORDINATE WORK • SjA 22+g3.80 10.0 LT (IRR;
CONN: STA 22+75.97, 3.33 LT WITH CITY STAFF
8" SLEEVE (MJ) 3
NOTES:
1. CONTRACTOR TO VERIFY LOCATION OF EXISTING WATERMAIN PRIOR TO INSTALLATION OF NEW WATERMAIN.
2. EXISTING GATE VALVES LOCATIONS AS SHOWN IN SURVEY AND CONFIRMED WITH GOOGLE STREET VIEW MAY DIFFER FROM
LOCATIONS SHOWN IN COR MAPS.
3. EXISTING WATERMAIN APPROX. 2' HIGHER THAN NEW WATERMAIN. ROTATE 12"x8" TEE AND 450 BENDS AND/OR INSTALL FITTINGS
AS NEEDED FOR CONNECTION. COORDINATE VERTICAL ALIGNMENT WITH CITY STAFF.
4. ALL MECHANICAL JOINT FITTINGS AND VALVES SHALL HAVE MEGALUG SERIES 1100 RESTRAINED JOINTS (OR APPROVED EQUAL)
AND CONCRETE BLOCKING PER CDR STANDARD PLANS.
\\\.\ COORDINATE WORK WITH CITY STAFF
EX. 6"/8" GVS PER jy 8" ROMAC ADAPTOR (DI TO CI)
COR RECORD DWGs -�� C� \
FIELD VERIFY \ 8" GV (FLxMJ)
REMOVE EX. 6" W CI Q.
FROM STA 21+62.46
TO STA 25+58.73 �- \. CONN TO EX. 8" W CI
\ CUT IN (BY CITY FORCES):
�- w(E)- WE)- w<E< w<E< A. 8"x8"TEE (FLxFL) W/CONC. BLOCK
WV \ SEE STD PLAN NO. 300.4
FOR TESTING AND FINAL DETAILS
STA 25+58.73,13.58 LT
VVVV V 8`.GV(FLxMJ)
403 LF 12" W DI '�
8" ROI4AC ADAPTOR IN TO CI)
12"-45" BEND (MJxMJ) 8" GV (FLxFL) \�
WITH MEGALUG 8"x12" INCREASER IF
CONC. BLOCK 12"FLxMJ ADAPTER \,\
STA 25+55.16, 10.D0 LT 12" SLEEVE (M.) \ \.
------ -FPOOLASNEEDED y.-.-.-
SEE NOTE #1
NOTES:
1. CONTRACTOR TO VERIFY LOCATION OF EXISTING WATERMAIN PRIOR TO INSTALLATION OF NEW WATERMAIN. VERIFY LENGTHS
OF FITTINGS RELATIVE TO CONNECTION POINT AND ORIENTATION OF NEW WM. IF THERE IS NOT ADEQUATE ROOM FOR SLEEVE
PIPE, USE FLANGE CONNECTIONS FOR ALL FITTINGS.
2. EXISTING GATE VALVES LOCATIONS AS SHOWN IN SURVEY AND CONFIRMED WITH GOOGLE STREET VIEW MAY DIFFER FROM
LOCATIONS SHOWN IN COR MAPS.
3. NEW WATERMAIN WILL SLOPE UP TO MEET EXISTING WATERMAIN. USE MJ DEFLECTION AS NEEDED WITHIN ALLOWABLE CDR
LIMITS TO MAKE CONNECTION. COORDINATE VERTICAL ALIGNMENT WITH CITY STAFF.
4. ALL MECHANICAL JOINT FITTINGS AND VALVES SHALL HAVE MEGALUG SERIES 1100 RESTRAINED JOINTS (OR APPROVED EQUAL)
AND CONCRETE BLOCKING PER CDR STANDARD PLANS.
�m SAS -NOTED v�zaNrw'wu ,.un9o,
"m1968
CITY Or ro '� RENTON
TD DATUM
�PHL Planning/Building/Public Works Dept.
N0. REVISION BY DATE APPR '^^�' '`""''IX01°'""' 0XE 1Xtl1
W-411602
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING
jchavez 08/28/2020
WATER UTILITY
M. M itchel 109/04/2020
CITC RENTON
1300 BRONSON WAY N
RENTON. WA 98057
WATERMAIN CONNECTION DETAILS
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