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PLAN
SCALE: 1 " =20'
_ A SECTION
C7 C7 1 " =5' HORIZ. & VERT.
EXISTING
+ !
LEGEND
CONCRETE MONUMENT IN CASE
15'
`I
MONUMENT
a (
„
v1
5'
BRONZE PLUG
m
46
REBAR W /CAP
EXISTING
IQ
FOUND PIPE OR REBAR
<
SIDEWALK
44 PROPOSED BLDG.
4+
POWER POLE
90' 6" BEND
SERVICE LINEN
o•
zl
EL-39.11
°
42 FF =41.00
I
WATER UTILITY
CATCH BASIN W /FLOW DIRECTION
/
GAS VALVE
NOTE 20
40
WATER VALVE
2" METER
38
p
.`6"
SERVICE
(n
6" DDCV LOCATED
DI
'- ❑
_ A SECTION
C7 C7 1 " =5' HORIZ. & VERT.
EXISTING
+ !
LEGEND
CONCRETE MONUMENT IN CASE
PROPOSED
`I
MONUMENT
„
TACK IN LEAD OR NAIL & DISK
BRONZE PLUG
m
p'
REBAR W /CAP
INSIDE BUILDING
FOUND PIPE OR REBAR
o
FIRE HYDRANT
SEE MECHANICAL
4+
POWER POLE
90' 6" BEND
„
DECIDUOUS TREE
p
°
EVERGREEN TREE
WATER UTILITY
CATCH BASIN W /FLOW DIRECTION
M
GAS VALVE
NOTE 20
d
WATER VALVE
SEWER MANHOLE
p
15 I
STORM DRAIN MANHOLE
(n
6" DDCV LOCATED
WATER METER
'- ❑
2" SOFT COPPER
SEWER LINE
—SS-
-
GAS LINE
— G
W
► L
WATER LINE
_W_
RESTRAINED JOINT, ABBREVIATION
RJ
_
STORM DRAIN LINE
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LLJ
ROOF DRAIN LINE, 1% MIN.
_ R
p
►
Co #1
ROOF DRAIN CLEAN OUT, SEE T -4 R
I Q
POWER POLE W /LIGHT
t
SPOT ELEVATION
4
DI RJ
EXTRUDED CONCRETE CURB
�tlitTiMb
POST INDICATOR VALVE
IP1
NOT IN CONTRACT
N.I.C.
SANITARY SEWER
CLEAN OUT, SEE C7 Cg
C0
2" SERVICE
LANDSCAPE SWALE
— • - — ► —
I
CITY EASEMENT 12"x2" TAPPED TEE
*54942001
2" GV WITH THRUST BLOCK
p
dl'�QM ®N�'I 12 "x6" TEE MJxFL
6" GV FLXMJ 12" DI SPOOL
W /THRUST BLOCK
RECOMMENDED FOR APPROVAL
BY: AM%&✓ (AM'DW __DATEJ__!LLt_%2"1
BY: _DATEJ-11 10,Z001
BY: — _— DATE:
BY: - - - -- - - - - -- DATE: - - - - --
WATER CONNECTION DETAIL
C7 C7
WAS`.
CALL 48 HOURS
728 134th Street SW Suite 200 Ia: ' 3728 BEFORE YOU DICE
1 1 1 1 Everett, Washington 98204 O ""� ,E`:�_ m� 1- 800 - 424 -6666 C7
Ph: 425 741 -3800 EXPIRES Es 10/23/01
07/03/01 11:27 am I: \21 \00 \022 \1022- C07.dwq
"SWVNED JUL 2',72001 Q) W-. 9260/
7 3 4 6 c.
9
b
2" RPBA LOCATED
m
p'
INSIDE BUILDING
o
o
SEE MECHANICAL
4+
Z
90' 6" BEND
DRAWING M3 AND
p
°
RJ W /THRUST BLOCK
WATER UTILITY
S51
NOTE 20
d
--
15 I
RADIUS = 1' MIN.
(n
6" DDCV LOCATED
°
2" SOFT COPPER
INSIDE BUILDING SEE
TYPE K
W
► L
MECHANICAL BLDG. M3
z
SEE WATER UTILITY
_
__
6.8' 0.7'
2" DOMESTIC WATER
LLJ
NOTE 20.
M
p
►
METER IN BOX
SEE DETAIL
I Q
16 LF 6"
t
C7 C11
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DI RJ
�tlitTiMb
I Q
t
\4" wAwo,
PIV
2" SERVICE
I
REMOVE 12" CAP AND BLOWOFF
1
ASSEMBLY, PROVIDE RESTRAINED 12"
CAP AND THRUST BLOCK
v
SEE FOR THRUST BLOCK, TYP.
2" GATE VALVE
C7 C10
I
CITY EASEMENT 12"x2" TAPPED TEE
*54942001
2" GV WITH THRUST BLOCK
p
dl'�QM ®N�'I 12 "x6" TEE MJxFL
6" GV FLXMJ 12" DI SPOOL
W /THRUST BLOCK
RECOMMENDED FOR APPROVAL
BY: AM%&✓ (AM'DW __DATEJ__!LLt_%2"1
BY: _DATEJ-11 10,Z001
BY: — _— DATE:
BY: - - - -- - - - - -- DATE: - - - - --
WATER CONNECTION DETAIL
C7 C7
WAS`.
CALL 48 HOURS
728 134th Street SW Suite 200 Ia: ' 3728 BEFORE YOU DICE
1 1 1 1 Everett, Washington 98204 O ""� ,E`:�_ m� 1- 800 - 424 -6666 C7
Ph: 425 741 -3800 EXPIRES Es 10/23/01
07/03/01 11:27 am I: \21 \00 \022 \1022- C07.dwq
"SWVNED JUL 2',72001 Q) W-. 9260/
7 3 4 6 c.
•
4
0
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PROPERTY LINE
z_
6' -0"
o FUTURE
6" BUILDING SEWER PIPE BUILDING SEWER
w
z 2 "x 4" STUD SERVICE MARKER PAINT UPPER
TEE WITH 6" SIDE OUTLET J PORTION WHITE ANS STENCIL ON SIDE
WORDING "SEWER" WITH 3" HIGH BLACK LETTERS.
w AND #6 WIRE WRAPPED AROUND THE STUD AND
6" SIDE SEWER AND BUILDING SEWER a EXTENDED TO THE TOP OF THE STUD.
0
a I UNLESS OTHERWISE APPROVED BY THE CITY, MAKE TAP THROUGH CAST
IRON SADDLE SECURED TO SEWER MAIN WITH STAINLESS STEEL BANDS
WHEN CONNECTING NEW SIDE SEWERS TO EXISTING MAIN.
60" ALLOWABLE MAX. VITRIFIED CLAY, PLAIN AND REINFORCED CONCRETE, D1 PIPE AND Cl
FOR CAST IRON PIPE PIPE SEWER MAINS ARE TO BE CORE DRILLED
OR DUCTILE IRON PIPE.
1:3:5 MIX x� / \�N�NG
CONCRETE
BLOCKING
MAN /gyp. NG�E
/ _ GO _ 2% MIN SLOPE
6" SIDE OUTLET TEE 1 HORIZONTAL
SEWER MAIN
6" MIN. SEWER MAIN
CONCRETE BLOCKING ANGLE
OF TEE AT MAIN OVER 25 TYPICAL SIDE SEWER ELEVATION
STANDARD SIDE SEWER INSTALLATION
ELEVATION (SEWER MAIN TO PROPERTY LINE)
NOTE: Y p� ADOPTED
UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2.5' COVER AT PROPERTY a CITY OF RENTON 1
LINE OR 3 -5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER. + STANDARD PLANS C7 C8
LST DATE: 12/96
10/17/96 Edited note. 44, DATE REVISION PPR'D DWG. NAME: BR39 SP PAGE: B078
e
10' 15'
S. WALK LANDSCAPING SERVICE
LINEN
SS CO
40 j FF =41.0
45° BEND
12" SD � IE 36.47
3'
35 4 10' IE 36.67
W�10" W �^
II i�
35 LF 6" PVC @ 2.0%
45• 45' BEND
BEND IE 33.67
EXIST. 8" SEWER
30 IE 32.3f
2 SIDE SEWER PROFILE
' C7 C8T 1"=10' HORIZ. 1"=2' VERT.
RECOMMENDED FOR APPR AL1
BY:----------------- DATE: - - - - --
BY:------------------ DATE: - - --
BY: --- ------------ - ---- DATE: ------
BY: --- ------------ - --- DATE: - - - --
728 134th Street SW - Suite 200
® 1 1 I 1
Everett, Washington 98204
06/15/01 5:21 pm I: \21 \00 \022 \1022- C08.dwg
SCANNED JUL 2 7 2001
Ph: 425 741 -3800
ASO
4
6
CALL 48 HOURS
BEFORE YOU DIG
1 -800- 424 -5555 C8
EXPIRES 10/23/Q1
06/15/01 5:21 pm I: \21 \00 \022 \1022- C08.dwg
SCANNED JUL 2 7 2001
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