HomeMy WebLinkAboutS-272703SE SHEETS R4 AND R5
DUVALL AVE. N.E. (1313TH
RCAD IMPROVEMENTS R
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Rim = 400.15
/.E= 304.72
NEW IE= 385.08 I II
APPROXIMATE
END OF IXISTING WALK I
II
EX. 30" STEEL SS- I = EX. i °
E
24" HOPE SS
-- -- __- EX. -12"
°
CASE
9 'ld
SANITARY SEINER AND
C Al _. ,.P.
RF .c o C S
XTENSION PLAN
.
INSTALL
1 10 x6" TEE (MJxMJxFL
CONTRACTOR TO FIELD VERIFY
!t
!
THE LOCATION OF IX 16 WATERMAIN
INSTALL:
1- 10 "xB" TEE (MJxMJxFL
1 -8" GATE VALVE (FLxMJ;
2" WATER METER AND
SERVICELINE
SEE SHEET 5 FOR SEWER
INSTALL:
1- 10"x6" TEE (MJxMJxFL))
1 -6" GATE VALVE (FLxMJ)
AND GATE VALVE.
CONNECT USING NEW 16" D.I.
PIPE
-
PER C E IL HEEF) STDS.
(SEE DETAIL SHEET)
CONC. BLOCKING
EXTENSION
10 LF 6" DI
1 -FIRE HYDRANT lSSY.
I
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--------
-------------dN5W------
GONG. BLOCKING
--- ------ - --- - -_ _---- - - - -
-- -- ---------------
-- EX-10 " -iM___
- - -- --
- -------- --- - -- - ----------------------
M R:WffH CITY APPROVED A,
BACKFLOW PREVENTION DEVICE I ° 15' WIDE PUBLIC
.
-- - -- -- '�
"
PER CITY OF REM N STDS. I
(SEE DETAIL SHE
G NC BLOCKING `
rr
Exist
Rim
SSMh
98.00
,
3..93
III
-
- -
I
I
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(INSTALL: W. rT CE Q�!
`FRO
4 �..,
SE SHEETS R4 AND R5
DUVALL AVE. N.E. (1313TH
RCAD IMPROVEMENTS R
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Existing SSMH
Rim = 400.15
/.E= 304.72
NEW IE= 385.08 I II
APPROXIMATE
END OF IXISTING WALK I
II
EX. 30" STEEL SS- I = EX. i °
E
24" HOPE SS
-- -- __- EX. -12"
°
I �E 2,, , r,
AS- BUILT
SANITARY SEINER AND
WATERLINE
XTENSION PLAN
.
INSTALL
1 10 x6" TEE (MJxMJxFL
T -
-
t 1/2° WATER
!
1 6" GATE VALVE (FLxMJ
10 LF 6" DI
1-FlRE HYDRANT ASSY.
INSTALL:
1- 10 "xB" TEE (MJxMJxFL
1 -8" GATE VALVE (FLxMJ;
2" WATER METER AND
SERVICELINE
SEE SHEET 5 FOR SEWER
INSTALL:
1- 10"x6" TEE (MJxMJxFL))
1 -6" GATE VALVE (FLxMJ)
'
-
PER C E IL HEEF) STDS.
(SEE DETAIL SHEET)
CONC. BLOCKING
INSTALL; AND WATT ERMAiN PROFILES'
1 1 2; IRRIGATION DEUCT
I
10 LF 6" DI
1 -FIRE HYDRANT lSSY.
I
}_r---
--------
-------------dN5W------
GONG. BLOCKING
--- ------ - --- - -_ _---- - - - -
-- -- ---------------
-- EX-10 " -iM___
- - -- --
- -------- --- - -- - ----------------------
M R:WffH CITY APPROVED A,
BACKFLOW PREVENTION DEVICE I ° 15' WIDE PUBLIC
.
-- - -- -- '�
"
PER CITY OF REM N STDS. I
(SEE DETAIL SHE
G NC BLOCKING `
(„
.INSTALL __ _ ___
1. 10 x6 TEE MJxMJxFL
- -- ----- --- --- WATER EASE MENTI
� �
!10 LF 10" D.I. W { R ,- ^ ^R
,I !MSS
3
/
-
- -
- -- _1`tb'_GATE VALVE (FLxMJ
CONC. BLOCKING- - -- - --- -- - - --- -- - -
-- l
(INSTALL: W. rT CE Q�!
`FRO
4 �..,
ze
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--
F.D.C.
6C
_ -' —�E
-- -- -- -- _ ----_ --
— -- —
1 -10" 90' BEND (M,.)
ONE- NCT -t-
i — _
!
II
ij
0 20 40 � a0\O\O\\\0\O�•
1 1 �—_ —_.
_ __
37 LF 10" DI W ._.
—_ _._.__.._
.
- _
i
T -
-
t 1/2° WATER
-
-
r. U.k REBAR & CAP
METER AND
.(SERVICE LINE ,.
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3
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D.I. W
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1 1/2" WATER 15' WIDE PUBLIC
SERVICE
p
i
WATER EASEMENT
TO SPRINKLER ROOM
!
WITH D.D.C.V. ASSEMBLY'
_ _
NI
:
1
AND WALL MOUNTED P.I.V.
OF RENTON STDS.
I
T
- W TER
fl
PER CITY
\
ry
OFCA.yNCHOR 27 LF s" DI w
Q
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15�SJVl�i�Sy..
15,00 S.F.
37853 S.F. 1- 10" 22 1/2- BEND MJ
CONC. BLOCKING ( )
X
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4-
_
FF =400.0
FF=�FVO.®
to LL
12 LF 10" DI W
ui
G�7
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i0 SP INKLER
�O M7
RI = 339.96
.� 15 LF 6" DI W -
�'� •� T
Op ,I
/ AN I�' MALI,
PER CITY
MOON D P LV.
�F RENTTON T
1
_
IE= 392.00
_
/�
25 LF 6' PVC
® 3.03%
= 0
r
GREASE TRAP
LOCATED INSIDE LDG. INSTALL:
-
®
SS CO
RIM = 399.96
W N
-- SEE PLUMBING P 1- 10 "x6" TEE MJxMJxFL
c ✓ - " VHLVE (FLxMJ
GBLOCKING
-
n
�l
A
IE 392 00
GONG.
to
�I
70" W
i
3 LF :✓
! 5.41%
65 LF 6" PV, 'i
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f \`
t LF DI
`!T / yy,�
'MgiE
- - \
- -
®2.0% MIN.
i
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,
.1
SERVICE
1AND SERVICE LI KNEE
(•
:tom
X11(
INSTALL:
soJe -6 GATH VALVE MJ .
a
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WIDE
WIDE
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10"
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/ ! RIME 9. I 11 j� IN3i BEND (MJ) j LEGEND:
! �! IE =39 $ S/� % G V t 'J I✓' CONC. BLOCKING
/ \ T
I
PROPOSED TYPE I L\ I CATCH BASIN
7 L 10 "DIW
1% NST o r SHOPS 'A'
1E= 39.9. 4(6 N / % 1..-10 TEE Jx xFL PROPOSED TYPE I CATCH BASIN a
/ I t \
✓ �. ci / / CNiw�( // J 12800 --- - - -- --
a. ;-
VLF
DI N N �. I '�;._�O.O ' \\ EXISTING TYPE II CATCH BASIN
rr PER OF N S7D, SSS o
(�Ei!DE7 15' WIDE PUBLIC 1
✓ / n I \ _ EXISTING TYPE CATCH BASIN ❑
O WATER EASEMENT I I !
( L� �/ 5 I( 64 p�\\ / PROPOSED STORM DRAINAGE LINE
.�� -70" " TEE MJx L - / � 2.ORJNIN.- 1t
:' 1.- GATE VALV FLx jI X i - _
LF DI j� 11 \ EXISTING STORM DRAINAGE LINE - - - _ _ - _ _ _ _ _
✓ - '1 /� i
T-,F9E HYDRANT AS
rjM CRY OF REN) ST Si ✓ \ I I I� i+ IE =59 :5-- j J
t (p�EE'DETAIL SH , y ". EXISTING SANITARY SEWER MANHOLE
i / (TON BLOCKING/
L l _ _ --
- } r STALL - .L PROPOSED SANITARY SEWER LINE
•< ^' -38'0 LF 10° D! i - --
o° -.. - -- -- -- -- - -- -..- —o CDBN�µ +0 °+GKI�+IGT -'s—.1 EXISTINtl�WETI ~ zU
a G --GLO AS -BUILT SANITARY SEWER LINE
I w
8 PVC ®23 R _ s ( +�+ LAND( EXISTING SANITARY SEWER LINE z
! -Ei .. �' j +4 + + -+ �� EDGE a
® - -29 - -> F 6" PVC ,vr '! A 2 +' TYPE" I- irul _ w v - ----------------------- z ~
a
! ®2l0% N. EXISTING WATERMAIN � z w
! �,,.� 21 =391. I RIM34�& 3$24 z
t.._ 1 II'M WATER j r �` I i! �^f v w N g z
METER 7-T/2" W TER ( /E_� :59 C 3'/ PROPOSED WATERMAIN Q CD N OD
CD N cU
/ /// SS CO SERVICE_ E AN II _ +�` + L v DO N r ? >
M- 3gg,gg I 9 I �,,,,, 2. EXISTING TRAFFIC SIGNAL BOX ® m
,sus x „o, SERVCE Q 16 '-'
-- , 392.50 I __- .F„" I.L® +, r - - - - - -- �-- - - - - -- z co a0 wm
RI j
IE =, J
PVC L€ -b'! -M } -j SS CD v co I� 10'EF 40 DI W +'
2.0% MIN. I - -32.2 6 =c 1, /IN L +: +_+
I.� . If 1 1,' GATT VALVE +(AdJ�. �. '.!r v' ! N w O O ¢
CO C: BLOCKING N Vv
399.84 t\ LL ( !1 - 7 �. -)-L „A,�, �1 v fn
1E= 385.74(B1'YC NE)—__;.{ . F'° II L:'_, i \ / (/ WETLAND :+ y + !�' `s \L �v / oKW BS i Sb��
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EX. WALK) j -0 - -- 0 -------------------------------- - ------------- - m sa EX FIRE
�I x;sf : _. -
:.%n 6 \ -. - -- --- ---- ---- - ----------- -- --- _ .i !! ! _ HYDRANT
-- i! - -�r.� S.,RF' rtXn6,,,,,JEIJ7 % ------
-2 ❑
I:.; 1
EX. 8" W ............ c -- --- .- 2a ,� s, _ a --E>F 12" W - _ -- - N•`- •- eFll.l ST. -- \67.E. RO SE SHEETS RO s� f2AN�PR ®FUG µ �1 TOR :� V3', 2L Xr 5 `I PER AS -BUILT REVISIONS BW AS --LILT 7 9B
ETS R FOR- .
8TH=-
-- - - - -- ----- -- - - - -- �.,,.o. o rn, o r,. r- - - - -- -;! 1 v.
- -- -E. CA411 -�T.�
- -- -
- - _ _ - -- - - - - -- _
\-� W �u ii 4 REVISED PER ANCHOR 2 AND SHOP A JGH DKB ---"2/98
--- y - - - - ----- -- - - - - -- 3 REVISED PER CITY REVIEW JGH DKB 5/13/98
Existing SSMH - - -- -- -- - - - --- - - -- ___. cur cf ulc!e� ,,
-- °
Rim= 403.74 -- - -- - ! --- - -------------------------------------------- y�_ 2 REVISED PER CRY REVIEW BW DKB 5/8/98
/.E.- 382.24 (EX. 24 ° /NJ - _ - �_
I� /.E. -38219 (EX. 24 °OUTJ -5 'i _�- _ - - - -- 1 REVISED PER CITY REVIEW JGH DKB 3/25/98
/.E =38360 (EY. 12" /NJ NO. REVISION BY APPR DATE
�!> P \�ngKPan.1 \6116 \ENGINEERING \6116BSW1.DWG Date /Time: 12/01/1998 15:39 Scole: 1 =40 dove Xrefs: Z6116- A, Z6116- S, Z6116- T,Z6116- B,6116- X2,Z6116ASB,
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CITY OF RENTON
DEPARTMENT OF PUBLIC WORKS
AS -BUILT
PUBLIC SANITARY SEWER AND
WATERMAIN EXTENSION PLAN
DESK.YJED
DATE FILE NO.
DRAWN —_— —
CHECKED SCAL 1 " =40 gELO OOK B PAID
APPROVED 9
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