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PROTECT IN PLACE °.�� 6 99 D E
EX TRAFFIC LOOP ° �\
VERIFY LOCATION IN FIELD °
° C
° EX 2" BLOWOFF TO BE USED FOR
POLYPIGGING. UPON ALL CLEANING,
TESTING, AND DISINFECTION OF NEW
MAIN, ABANDON IN PLACE
0, (1) 12" VERTICAL GROSS (MdXFE�
ISO,(1) BLIND FL ON BOT
EX12"W so°FJ »
TAP & i" TEMP BLOWOFF
TO REMAIN(1) TEMP THRUST BL
FJ\ vJ d�
(1)-12" GV, (MJxMJ)
rFJ \ °
nnnTrnT IN nl Anr ° .°
° d
EX TRAFFI6 LOOP
a
\` °
VERIFY LOGATION IN FIELD
3Nr
12 W so S�
STA 17+72.14, 2.06' LT so J J 01
CO NE T 0 X 2 S B
PER COR STD 300.4 so
(SEE NOTE 4) so rFJ 0
�1' rFJ, d
(1)-12 SLEEVE, (MJ)
12" DI SPOOLS AS REQUIRED
STA 17+82.73, 1.94' LT
(1)-12" 45° HORIZONTAL BEND, (MJ)
(1)—THRUST BLOCK
STA 17+92.75, 8.28' RT
(1)-12" 45° HORIZONTAL BEND, (MJ)
(1)—THRUST BLOCK
a � \
I0�
y S�
12" W
8
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12" W
1
/ NA*Pi
ABANDON EX 8"
(435 ZONE) W
/
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(1)-8" CAP, `vivy 0
(1)-6" GV, (FLxMJ)
(1)—TEMP PLUG (MJ)
(1)-6" SLEEVE, (MJ)
6" DI SPOOLS AS REQUIRED
EX 6" 565 ZONE W\�
TO REMAIN
(1)-6'x5'x2' DEAD MAN
SID
so rF�J o`er l y �FJ
� NF 10 � `-' ° rFJ
T so /
c� FJ\
_ 12» W S�
ISO,0
ABANDON EX 6'ro r��J
(565 ZONE) W
DEMOLISH EX 6" W so
(1)-6" CAP, (MJ) BACKFILL WITH so r16
COMPACTED CSBC
STA 20+22.6
CIV STA 20+21.50, 9.12' RT
—12' x6" TEE, FLxFL)
(1) THRUST BLOCK
—12" ADAPTER, (MJXFL)
(1)-12" GV, (FLxMJ)
NA
6" DI SPOOL
AS REQUIRED
CONNECTION TO EX 6" (565 ZONE) W
(2)-6" 45° ROTATED BENDS
W
41,
EX 8" (435 ZONE) s Q
° V W TO REMAIN
°
NOTES: NOTES:
1. VERIFY LOCATION OF EXISTING MAIN PRIOR TO INSTALLATION OF NEW MAIN. 1. VERIFY LOCATION OF EXISTING MAIN PRIOR TO INSTALLATION OF NEW MAIN.
REFER TO COR PROJECT WTR2703179 IN COR MAPS FOR RECORD
DRAWINGS. 2. INSTALL UNDERLINED ITEMS AS PART OF FINAL CONNECTION TO EXISTING
MAIN AFTER PRESSURE TESTING AND DISINFECTION OF NEW MAIN. FINAL
2. INSTALL UNDERLINED ITEMS AS PART OF FINAL CONNECTION TO EXISTING C C
MAIN AFTER PRESSURE TESTING AND DISINFECTION OF NEW MAIN. FINAL
CONNECTION BY COR AFTER APPROVAL OF NEW MAIN. 3 POLYPIG STATIONS FOR 12" THE WATER MAIN EXTENSION IN NE !a-Ti+
STREET ARE
Lpn A Trn AT THE E� ERN EN�AF�-
3. PROVIDE TEMPORARY BLOWOFF ASSEMBLY AS REQUIRED FOR TESTING AND WATER MAIN
�CVG�°��
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 12" STUB IS PER COR STD 300.4.
CONNECTION TO EX 12° STUB NORTH CONNECTION TO EX 6" W
NE 10TH ST & NESUNSET BLVD K*T�(I
NE 10TH ST/JEFFERSON AVE NE (COMMERCIAL ACCESS
SCA _SCALE' I'=5
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.
NO.
—BUILT
REVISION
10/10
BY I DATE
DESIGNED:
BG
DRAWN:
DC, JYL
CHECKED:
CB
AP P R APPROVED:
TJE
(1)-12" ADAPTER (FLxMJ)
ABANDON IN PLACE EX-
4" FIRE SPRINKLER.
(l)-4" SLEEVE, (MJ)
4" DI SPOOLS AS REQUIRED
(1)-6'x5'x2'
DEAD MAN
CONNECT TO EX 4"
FIRE SPRINKLER TO \
REMAIN j
4" CAP (MJ) —
BLOWOFF
a. rFJ
°
STA 53+54.17, 6.07' LT b
CONNECTION TO
>9 EX 8" W BY COR \crFJ `I
Q' C�
,S (1)-1 "x8" TEE, (FLxFL) ° � � �'
(1) THRUST BLOCK
S �k,
J ° Q °
—12" CAP, (MJ)
@))THRUST BLOCK
rFJ
(1)-12" GV, (FLxMJ) \
i
(1)-8" GV, (FLxMJ)
n
(1)—TEMP PLUG, (MJ)
(1)-4" 45° ROTATED BEND, (MJ)- a
4 " DI W
°°
REPLACE EXISTING °
CONCRETE SIDEWAY
(1)-45° ROTATED BEND, (MJ�` BEND,
(1)-4" GV, (FLxMJ) —
(1)—TEMP PLUG, (MJ)
(1)-12" GV, (FLxMJ)
/ J
A °
°
a °
°
(1)-8" 45° ROTATED BEND (MJ) i
(1)-8" 450 ROTATED BEND (MJ)
J (1)-8 SLEEVE, (MJ)
8" DI SPOOLS AS REQUIRED
)REMOVE
EX 8" GV
4" CAP (MJ)
EX 8" W TO REMAIN
STA 53+42.41, 5.65' LT
EX 4" FIRE SPRINKLER
RECONNECTION nV
(1)-12"x4" TEE, (MJxFL)� �� O�
(1)—THRUST BLOCK //
12" W
NOTES:
1. VERIFY LOCATION OF EXISTING MAIN PRIOR TO INSTALLATION OF NEW MAIN. c/)
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2. INSTALL UNDERLINED ITEMS AS PART OF FINAL CONNECTION TO EXISTING LLJ
MAIN AFTER PRESSURE TESTING AND DISINFECTION OF NEW MAIN. FINAL 2
CONNECTION BY COR AFTER APPROVAL OF NEW MAIN. LU
3. PROVIDE TEMPORARY BLOWOFF ASSEMBLY AS REQUIRED FOR TESTING AND 0
DISINFECTION PER COR STD 300.7. AFTER ALL TESTING, CLEANING BY �
POLYPIG, AND DISINFECTION, REMOVE TEMPORARY BLOWOFF AND
TEMPORARY BLOCK. 2
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NORTH CONNECTION TO EX 8 W NORTH w
2 JEFFERSON AVE NE (COMMERCIAL ACCESS 3 cn
C300 SCALE: 1 "=5' �O2 ILL
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® two business days ��`rS10NAL ���tie Seattle, WA 98101 U)
AS -BUILT 04199 W-419912 before you dig www.2.ff. z
10/16/2023 wwkpffcom
SAS SHOWN HORIZONTAL- HAD 19�%1991 CITY OF CITY OF RENTON 11/15/2022
C;%R
R EN TON RENTON SUNSET GARDENS
PAGE* 0
ONE INCH DATU M N41W DRAWIOFF-SITE WATER MAIN IMPROVEMENTS NG N0:
AT FULL SCALE Planning/Building/Public Works Dept. C330 z
IF NOi ONE INCH
SCALE ACCORDINGLY WATER UTILITY ENLARGEMENTS SHE` 12 G ' 14 Uj
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