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J (1)-8" SLEEVE, (MJ) o\
/ a, /
(E)
EX 8" W TO REMAIN w (E)
W
(1)4" GV, (FLXMJ) /
(1)-TEMP PLUG (MJ)
(1)-TEMP THRUST BLOCK
(SEE NOTE 4)
(1)-12%8" REDUCER, (MJxPE) /
12" DI SPOOLS AS REQUIRED
(1)-12" SLEEVE, (MJ�
i
STA 83+03.94, 3.32' LT
CONNECTION TO EX 8" W
PER COR STD 300.2
(SEE NOTE 4)
(1)-81111x8" TEE, (FL)
(1)4' ADAPTER (FLxMJ)
(1)—THRUST BLOCK
(1)-8" GV, (FLxMJ)
(1)-8" SLEEVE, (MJ)
EX 8" W TO REMAIN
.. . . . .. . ..
■
NOTES:
1. VERIFY LOCATION OF EXISTING MAIN PRIOR TO INSTALLATION OF NEW MAIN
AND CUT -IN NEW 8"X8" TEE AND 8" GV (BY CITY FORCES)
2. CONTRACTOR TO INSTALL NEW WATER MAIN 10' FROM NEW TEE AND
VALVE. FINAL CONNECTION BY CITY FORCES CONTRACTOR TO INSTALL ALL
THRUST BLOCKS.
3. PROVIDE TEMPORARY BLOWOFF ASSEMBLY AS REQUIRED FOR TESTING AND
DISINFECTION PER COR STD PLAN 300.7. AFTER ALL TESTING, CLEANING
BY POLYPIG, AND DISINFECTION, REMOVE TEMPORARY BLOWOFF AND
TEMPORARY BLOCK.
4. CONNECTION TO EX 8" WATER IS PER COR STD 300.2 WITH THE
EXCEPTION THAT THE 2" TAP AND TEMPORARY BLOW -OFF IS NOT NEEDED
ON THE 8" GATE VALVE. A TEMPORARY 8" PLUG SHALL BE USED INSTEAD.
CONNECTION TO EX 899 W NORTH
JEFFERSON AVE NE (RESIDENTIAL ACCESS)
scnie. r=s
' �,C303,,)
RECORD DRAWINGS
THESE AS -BUILT DOCUMENTS HAVE BEEN PREPARED
FROM THE CONTRACTOR'S REDLINED MARK-UPS OF THE
CONSTRUCTION DOCUMENTS. THE ENGINEER REVIEWING
THESE RECORD DRAWINGS HAS NOT WITNESSED ALL THE
ELEMENTS OF CONSTRUCTION AND IS NOT RESPONSIBLE
FOR ERRORS OR OMISSIONS IN DATA OR CERTIFY THE
ACCURACY OF THE INFORMATION PROVIDED BY THE
CONTRACTOR'S AS -BUILT REDLINES.
12" W
d Cam) d
° d.. d 4
d \,d\
ABANDON IN PLACE EX d ° �.
a. a
A
4" FIRE SPRINKLER
—Ur fit)
(1)-4" 45° ROTATED BEND, (MJ) Q)�E)
4" CAP (MJ)
(1)4' SLEEVE, (MJ)
4" DI SPOOLS AS REQUIRED \
EX 4" FIRE SPRINKLER
TO REMAIN
W VLT
\, Sr
LLJ
CO
STA 23+17.33, 12.86' RT
EX 4" FIRE SPRINKLER
RECONNECTION BY COR
(d) do 1 —12%4" TEE, (MJxFL) (3) do
Ld w (1) THRUST BLOCK
UP; E \ P ( _) UP (E)
UH fit)
d
G.
° II e)(
° d, d c
�T
. °d
UP (
UP (E) I
-UP (E) UP (E) �►
� \ (1)4' GV, (FLxMJ)
d <(1)—TEMP PLUG, (MJ)
a
(1)4' 45° ROTATED BEND, (LM�J)Ac
F.)
or
REPLACE EXISTING �° d
CURB & GUTTER AND
CONCRETE SIDEWALK F)
(1)4'x5x2' DEAD MAN
NOTES:
1. VERIFY LOCATION OF EXISTING MAIN PRIOR TO INSTALLATION OF NEW MAIN.
2. INSTALL UNDERLINED ITEMS AS PART OF FINAL CONNECTION TO EXISTING
MAIN AFTER PRESSURE TESTING AND DISINFECTION OF NEW MAIN. FINAL
CONNECTION BY COR AFTER APPROVAL OF NEW MAIN.
3. PROVIDE TEMPORARY BLOWOFF ASSEMBLY AS REQUIRED FOR TESTING AND
DISINFECTION PER COR STD PLAN 300.7. AFTER ALL TESTING, CLEANING
BY POLYPIG, AND DISINFECTION, REMOVE TEMPORARY BLOWOFF AND
TEMPORARY BLOCK.
SD (E�
ABANDON EX 8 so
(565 ZONE) W W (E) w (E)
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w_w_W
(1)4' PLUG (MJ)
(1)—THRUST BLOCK
Z
(1)-8" CAP (MJ)
LSD Q
CSC Z —SD (E) — SD (E)
Y() �W SD (E)
_ NE 10TH ST
w � _
(1)-12" SLEEVE, (MJ) --/
(1)-12"X10" REDUCER, (MJxMJ)
REMOVE EX 10" GV
INSTALL 10" SPOOLS
AS REQUIRED
T (E)—UT (E)_ (1)-10" SLEEVE, (MJXMJ)
(1)-10" SLEEVE, (MJ)
0
FJ \
�s
o (FJ
W \
STA 25+74.09, 11.34' RT
CONNECTION TO EX 10" WATER
PER COR STD 300.3 BY COR
(SEE NOTE 4)
(1)-10"x10" TEE, (FLXFL)
(3)-10" GV, (FLXMJ)
(1)—THRUST BLOCK —
° a
NOTES:
1. VERIFY LOCATION OF EXISTING MAIN PRIOR TO INSTALLATION OF NEW MAIN.
2. INSTALL UNDERLINED ITEMS AS PART OF FINAL CONNECTION TO EXISTING
MAIN AFTER PRESSURE TESTING AND DISINFECTION OF NEW MAIN. FINAL
CONNECTION BY COR AFTER APPROVAL OF NEW MAIN.
3. PROVIDE TEMPORARY BLOWOFF ASSEMBLY AS REQUIRED FOR TESTING AND
DISINFECTION PER COR STD PLAN 300.7. AFTER ALL TESTING, CLEANING
BY POLYPIG, AND DISINFECTION, REMOVE TEMPORARY BLOWOFF AND
TEMPORARY BLOCK.
4. CONNECTION TO EX 10" WATER MAIN IS PER COR STD 300.3. �
z
LLJ
W
0
CONNECTION TO EX 4" FIRE SPRINKLER CONNECTION TO EX 10" WATER MAIN
NORTH NORTH
NE 10TH ST 2 NE 10TH ST & KIRKLAND AVE 3 -
SCALE: 1 "=5' �01 SCALE: 1 "=5' �01 z
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AS -BUILT 04199 W-419913 before you dig www.2.ff. z
10/16/2023 wwkpffcom
1 AS —BUILT 10 10 23
RVEYED: SCALE:
AS SHOWN H0R1Z0NrALND19�%1991 CITY OF CITY OF RENTON 11/15/2022
DESIGNED: R E N TO N SUNSET GARDENS FlELOL�oK z
DRAWN: R EN TON OFF -SITE WATER MAIN IMPROVEMENTS DRAWING NO.
D�., JYL ONE INCH DATUM N41W �
CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. C331 z
CB IF NOT ONE INCH
NO. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY WATER UTILITY ENLARGEMENTS S"` LU
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