HomeMy WebLinkAboutR-41160122'S
T.
of
-900 BEND (MJxMJ)
' 60NGBLOCK
E SPOOLS AS REQ
�/4" WATER METER
(BY CITY FORCES)
GUT AND CAP
EX. 6" W CI
(BY CITY FORCES)
W(E)-. W(E)� waE�
SO(1�
300 BRONSON WAY.DCDA
NORTH
IRR, DW, FW S VICE: BACKFLOW
PREY OCATED INSIDE BUILDING.
FW:4 ER 360.5)
2" IRR, DW SERVICE
DW' p^ DCVA
METERS PER STD 320.2
IRR: 1-112 RPBh ER 340.8)
(CITY TO PROVIDE METERS)
SEE PLU ND FIRE PLANS IN BUILDING PERMIT SET
ABANDON 3/4'
REMOVE EX. 6" W CI
NON -SLIP LIDS
2"IRR SERVICE SEE LARCH
( )
WATER METER
BY CITY FORCES
( )
FROM STA 21+62.46 TO STA 25+58.73
STA 22+85.30, 22.42 LT (DW)
2" DW SERVICE
STA 22+g3.80, 22.42 LT (IRR)
ABANDON 314"
6" FW-DIP
PIV TO BE
FDC W/CONN. IN
WATER METER
ABANDON 3l4" WATER METER
SUPERVISED POST INSTALLED AWAY
BLDG BY PLUMBING `
(BY CITY FORCES)
(BY CITY FORCES)
INDICATING VALVE FROM FACE OF
STA 24+33.10, 30.98 LT
PER STD 360.5 BUILDING PER
STD PLAN 360.5
_
..-.._-
-� v 3313 3sd 33�3
3sd
---.--__-_.--.--._..-..
..-_-
60
-
41.60� ABANDON
4 2
_ 8" W WCE; ,,, �
�n w,r, ^ �;...�.-
_
CITY FORCES):
--W"CITY-+[�'-8
8"xB"TEE(MJxFL)
®"'•'I�""
8" GV (FLxMJ)
2-8" SLEEVES (MJ)
'>
12"W TEE (MJxFL)
CONIC. BLOCK
8" GV (FLxMJ)
PER STD PLAN N0.300.2
,;:
CONIC. BLOCK
STA 21+60.97, 14.00 LT
12" VERT. CROSS
---"-"-"-"SEE NOTE#8
FOR POLYPIGGII�G---
PER STD PLAN N
300.6
-,
w
STA 21+70.97, 10.p0
LT
EX. WATER
VALVES (TYP.)
w
c
I I
wQ
50
45
40
35
4Tt SO J 0 403 LF 12' W DI
WITH CITY v 24+00`
vea 6" GV (FLxMJ) 12"4V DIP CL-52 - -
CONNECT TO EX. 8" W DI
CUT IN BY CITY FORCES: CONIC. BLOCK WITH PE ENCASEMENT
STA 22+8713 10 00 LT OFFSET 10 00' LT FROM CIL
" NOTES:
on \
1. SEE COR STD 300.00 AND 2012 WATER SYSTEM
�J \ PLAN, APPENDIX J, FOR WATERMAIN
CONN 70 EX. 8" W CI SPECIFICATIONS AND REQUIREMENTS.
S CUT IN (B1\CITY FORCES): 2 CONTRACTOR TO VERIFY LOCATIONS OF ALL
EXISTING WATERMAINS PRIOR TO INSTALLATION
\ /f� 8"x8" TEE (FLr�FL) WICONC. BLOCK OF NEW WATERMAIN.
vv 2$" GV (FLzMy�
' \ 3. ELEVATIONS FOR EXISTING WATERMAIN AND
v 1-8" GV (F�cFL)
a n➢ o 'lS SERVICES ESTIMATED VIA POTHOLING.
2S" " INC ADAPTERS (DI TO CI)
`�c +•_. � 8"x12" INCRERSER (FLzFL) 4. FDC TO BE LOCATED NEAR SW CORNER OF
EX.6"/8" GVs PER 1-12" FLxMJ ADAPTER BUILDING, APPROX. 40' FROM NEW FH. FIVE
\ COR RECORD DWGS 1-12" SLEEVE (MJ�, ADDITIONAL FHa LOCATED WITHIN 300' OF
REMOI BUILDING.
FIELD VERIFY SPOOL AS NEEDED
EX. HYDRANT - \ 5. CONNECTIONS TO EXISTING WATERMAINS
SEE STD PLAN N0. 300.4
FIRE HYDRANT REMOVE EX. 6" W CI SHALL BE COORDINATED WITH COR STAFF. CDR
FOR TESTING AND FINAL TAILS
PER COR STD 310.1 FROM STA 21+62.46 STAFF TO PERFORM PIPE CONNECTIONS.
TO STA 25+58.73 STA 25+58.4, 13.58 LT \ 6. EX. 6" (CI) WATERMAIN TO BE REMOVED AFTER
STA 24+68.96, 14.00 LT SEE NOTE #8 \ NEW 12" (DI) WATERMAIN TESTED AND
COORD. APPROVED BY COR.
a WITH CITY 7. SEE SHEETS CB-2.01 THROUGH CB-2.51 FOR
W(E) VT W(E) - wo
3 STREET CENTERLINE STATIONING CONTROL.
v/fvvvvv \ c^ 8. ALL MECHANICAL JOINT FITTINGS AND VALVES
o \ SHALL HAVE MEGALUG SERIES 1100
25+00 RESTRAINED JOINTS (OR APPROVED EQUAL)
' ' ' ' ' ' " ' 12"45° D (MJxMJ) AND CONCRETE BLOCKING PER CDR STANDARD
WITH MEGALUG PLANS.
12" X 8" TEE (MJxFL) 3 ' '
W/CONIC. BLOCK 12"x2" TAPPED TEE AND GV �ssv CENTERLINE " GARDEN AVE N
TEE: STA 22+73.21, 10.00 LT PER STD. 320.3 (RIGHT-OF-WAY)
8" GV'('IULXMJ) 3 STA 22+85.30, 10.00 LT (DW)
- .. °.BEND �-- -- .-x..-_-. -.. -STA-22+8M,,,1"017{RR�- -.- -- -.. - - -.-.-..-..-..-..-.
8" SLEEVE (MJ) G'
CONC. BLOCKS w
PER STD 300.3 Ld
CONN: STA 22+75.97, 3.33 LT
SEE NOTE #8 ; ;
- 314" WATER SERVICE ry ry
TRANSFER BY CITY Q
STA 22+05.62, 9.00 LT WATERMAIN PLAN - GARDEN AVE N
12"A" TEE (MJxFL)
6' GV (FLxMJ) CONIC. BLOCK e
FIRE HYDRANT ASSEMBLY STA 25+55.16, 10.00 LT
PER STD. 310.1
�STA24+68.96, 10.00 LT",°%
HYDRANT MARKER
PER STD. 310.3
STA 24+68.96, 0.33 LT'\
cj
cj
EX. 6" CI W !,
TO BE REMOVED !
14
a
SEE CURB RETURN._...
.........
.....................................................
........
.........
......... ...._... .._.... ........ ........ .........
SEE CURB RETURN rGARDEN
AVE C/L
'... .. .....
PROFILE FOR CONT.
:
PROFILE FOR CONT.
f
----------------
__ ___ _____ ___
....._.. .......
... .: ..:.
:..
:.................'.... 2".1RR... 2'LWJ.......
....
..:.. ELEVATION AT.... !. .._._. !. ..._... ! .._.... ...._..
.._..
_
..................
CONNECTTO
_',
STA 22+83 80 10.00 LT, IE = 35.58 STA 22+g5.30 10.00
LT -
_-_ TOP OF CURB, TYP <
EX.6"DIPW
:, ____,, ---- :
n
IE=35.58
COORD. WICITY
:,
CONNECTTO
STA 21+60.97,14.00 LT
EX. 8" CI W
....._._..._..' .._
1E=W.136
._..:..._..._.......:.........Sq...:..................:...................................',.........................
12"x8"TEESLOPETOMEET
.............................:................................_..,_..._._..._..i_._......._..i.................i..........._....i......_..._....i._..._.16"�W-DIP
:EX. 8" DIP W :
6" FW-DIP
............................
........... ...._
._.
...
COORO WI CBY
WIPOLYPIGGING
TRANSFER':
12"x8" TEE ISTA 22+75 97 I10.00 LT
STA 22+87.13,
10.00 LT 12"!W DIP CLb2 !
:
:
: EX. CI WATER
STA 25+56.73, 13.58 LT
STA 21+70i97,
10.00 LT f2'SD
EX. 3/4" SERVICE
STA 21+73.21,10.00 LT i1E=37.09
IE=35.43
WITH POLYETHYLENE
STA 24+68.96, 10.00 LT
MAX. DEFLECTION 2.5°
IE = 39.30:
IE = 35.95
STA 22+05.02, 4.16 LT
IE = 35.26 !TO BE REMOVED
!
ENCASEMENT
IE = 37.15
D U B I FL ' Seat Meridian 103Ave N
d1a IV Seahle, WA 98103
tony@dubinerrv.Dom
Environmental (206) 898-0057
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WATERMAIN PROFILE - GARDEN AVE N
SCALE: HORIZ 1"=20' VERT 1"=5'
� AS -NOTED P1301""`"'O .1.+988n9°'
�Nmro
o TD M DATUM
�PHL F NER ONE INCH
N0. REVISION BY DATE APPR � '`""''IX01°'NMY
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CITY OF
RENTON
Planning/Building/Public Works Dept.
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30 \J
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W-411601 0�_
IN COMPLIANCE WITH CITY OF RENTON STANDARDS W
DEVELOPMENT ENGINEERING O
jchavez 08/28/2020
WATER UTILITY
M.Mitchell 09/04/2020 O
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CITC RENTON ""i020.07.0]58
L J
1300 BRONSON WAY N °°'°°' _
RENTON, WA 98057 WE C>
WATERMAIN PLAN AND PROFILE CB-5.�
GARDEN AVE N "" 13 ° U