HomeMy WebLinkAboutS-338810,, L.J ; " : EMUVt tJE1J (. rwv oe u�.yve.,,.J ..,� ..,..... --
11 +5U RE CONS 1 KUt< HUIv
„ CITY o RENTON 11 +00 OF EXISTING STUBS BEFORE
- WATER RVICE PtV STA. 15 +31.35, 14.10 R 1 STUB AS SHOWN ON 10 +50
ASSEMBLY k NS + 10 +00
(SEE CI 1 -RRE HYDRANT 14 50 f
( ATE VALVE FLxMJ) I PROVEMENT PLANS BEGINS.
8107.2 , 1 -10 G ( 1 -12 "x10" REDUCER NO 3
DETAIL ) FDC - " MJ ADAPTER " Jx J E LINE #1 PROFILE
1 -10 FLx -10 GATE VALVE (M ) FIRE C6.2 3. ALL ON —SITE SEWER WILL BE PRI VA TEL Y
15+ ,_7 , L 1� 1 -10 SLEEVE
SCALE: HORIZONTAL 1 - 20
22 T. BEND "(h �, 6.2 3.2' L - 0 1 -10" SPOOL (Mq) VERTICAL 1 "_ 5' OWNED AND MAINTAINED.
1 -THR LOCK STA. 15+26.Z
/� �j 1 -10" 22.5' VERT. BEND (MJ) 1 -10" VERTICAL CR0 S (FLxMJ)
3.45' R ' 1 UST BLOCK (SEE CI TY STD. COI T10N DETAIL -116)
STA. 15 +13..30, 3 �° � �� O
1 -8" MJ PLUG ;
1f
1- THRUST BLOCK j1 ., ti �..= O
;-
�` r WATER & SANITARY SEWER #1 PLAN
C6.2
SCALE: 1 20'
o�
40 SCALE
- z
40 z 0 10 20 40
w
( FEET )
40
1.INCH = 20 FT
_+
PROPOSED GRADE PROFILE SCALE:
40 - - --
Q 0 .PIPE � �,
HORI Z: 1 - 20'
ot D co) ^ _
e _ T.
+N �,� ± _ 30
co ►— �-- - — — —
w•���. 30 — _ - —
__ k_ - ti N = W� '- — —� D E V
j EXISTING SURFACE v vi ?
12" STORM DRAIN
WAS,
PIPE ��
PRO00SED SURFACE ALONG
30 z IE =21.43
0TH PLACE
OF N 1 8" CROSS
_ — — — — — 2 -8" GATE VALVES 8 30 — -- -g-. �,,,, _, CL 52 464'. — " i r 8 FIRE SERVICE 6" MIN. CLR a ��� L'GI ST. 15 +26.x! STA: 15 +70.5 z
12 MIN R.
"MIN. CLR W /FOAM
22.5' STA. 15 +47
_ 6" MIN. CLR /FOAM srorrnL E
k AIR VAC. ASSE }MBLY _
" -.
1/ERTICA..L_ . 2_ ATIR
_ W /FOAM
20
, 0 HIGH POINT j v v
2Q L " DRAIN
o BEND SER ICE " 24 STORM: p ppp
v _' 0 WATER LIFE RECORD DRA M� N GS .
1 D.I. CL 52 � _ 1 � PIPE
12" RAIN LE DER IE= 20.75 PREPARED BY WHPACIFIC, OCTOBER 2008, BASED
A AND CONTRACTOR AND CITY RECORDS
MIN. CLR.
- I ,STA: 15 +43 ! IE =21.02 ON, SURVEYED DATA
i " 6" MIN. CLR
20
2 TER -
W FOAM STA. 16+14.90 _ to Clt Standards
STA 14 78 6 _ _ SER CE J
20 ,-- _- .._H_.._ _ _ ( CONNECT TO EXISTING ' ;
10 x8" TEE 36LF Checked for Cornpllance Y
" STA: 15 +00 5- _.2._Q_% 11" WATER STUB
10 GATE VALVE I "
2 WATER SERVICE 6 MIN. STA: 15 +33.83 STA: 15 +70.5
" 1 t� "x8' TEE
CLR 24" STORM DRAIN
O ORE SERVICE
W /FOAM " v i_ PIPE
STA: 15 +�,2-7 1.(. _ GATE VALVE-,
VE
IE= 20.85
22.5' VEkJ1CAL 0
BEND A: 13 +19 4 PROFILE 2 4
sT WATER & SANITARY SEW, ER #2 P FIRE LINE #2 PROFILE
12 '! STORM DRAIN C6.2
PIPE HORIZONTAL 1 "= 20' C6.2 SCALE: HORIZONTAL 1 20'
SCALE. DATE
IE =24.54 VERTICAL 1 5' 17 +D0
VERTICAL 1 = 5 06/15/07
16 00
16 +50
_ + SUS, THE LANDING
15 +5D SCALE: q � HORIZONTAL• NAD 1983/1991 LA:, Flt IDbooK:
CITY OF
14 +50 15 +00
1 =20 F
DESIGNED: HARVEST PARTNERS P ^�E�
I HM J: u REN TON WATER &SEWER PLAN &PROFILE URgWING NO:
Monte Villa Parkway 1
3350 M DRAwN:
1 Bothell,
Washington 98021 -8972 HCS ONE wcH DATUM LOT 1
CHECKED: AT FULL scA� Planning /Building /Public Works Dept.
SW5 07/30/07 MAG �H
S T oF:
D DDCVA WATER METER AND FIRE HYDRANT SRS /► n
Q RELOCATE IF NOT ONE INCH C6.2
HAKV:.' .... _ .. It.i. SCALE ACCORDINGLY _ (425)961-4800
,.: , BY DATE APPR APPRO T 1
(4zs)ssa -4808 REVI510N it 214,369,0960 NO.
JN - ------
whpacific. com
Planners Engineers • Surveyors Landscape Architects
LEGEND:
,. �.
Y
CATCH BASIN, TYPE 1
o
CATCH BASIN, TYPE 2
o
�
STORM CLEANOUT
f --
�
STORM DRAIN LINE
/ -
(y
WATER QUALITY VAULT
C%) 1
r -
C
SANITARY SEWER CLEANOUT
x_
o
_ - 40
SANITARY SE WE R MANHOLE
„I
0�. y,.
�.
40
GREASE INTERCEPTOR
,, L.J ; " : EMUVt tJE1J (. rwv oe u�.yve.,,.J ..,� ..,..... --
11 +5U RE CONS 1 KUt< HUIv
„ CITY o RENTON 11 +00 OF EXISTING STUBS BEFORE
- WATER RVICE PtV STA. 15 +31.35, 14.10 R 1 STUB AS SHOWN ON 10 +50
ASSEMBLY k NS + 10 +00
(SEE CI 1 -RRE HYDRANT 14 50 f
( ATE VALVE FLxMJ) I PROVEMENT PLANS BEGINS.
8107.2 , 1 -10 G ( 1 -12 "x10" REDUCER NO 3
DETAIL ) FDC - " MJ ADAPTER " Jx J E LINE #1 PROFILE
1 -10 FLx -10 GATE VALVE (M ) FIRE C6.2 3. ALL ON —SITE SEWER WILL BE PRI VA TEL Y
15+ ,_7 , L 1� 1 -10 SLEEVE
SCALE: HORIZONTAL 1 - 20
22 T. BEND "(h �, 6.2 3.2' L - 0 1 -10" SPOOL (Mq) VERTICAL 1 "_ 5' OWNED AND MAINTAINED.
1 -THR LOCK STA. 15+26.Z
/� �j 1 -10" 22.5' VERT. BEND (MJ) 1 -10" VERTICAL CR0 S (FLxMJ)
3.45' R ' 1 UST BLOCK (SEE CI TY STD. COI T10N DETAIL -116)
STA. 15 +13..30, 3 �° � �� O
1 -8" MJ PLUG ;
1f
1- THRUST BLOCK j1 ., ti �..= O
;-
�` r WATER & SANITARY SEWER #1 PLAN
C6.2
SCALE: 1 20'
o�
40 SCALE
- z
40 z 0 10 20 40
w
( FEET )
40
1.INCH = 20 FT
_+
PROPOSED GRADE PROFILE SCALE:
40 - - --
Q 0 .PIPE � �,
HORI Z: 1 - 20'
ot D co) ^ _
e _ T.
+N �,� ± _ 30
co ►— �-- - — — —
w•���. 30 — _ - —
__ k_ - ti N = W� '- — —� D E V
j EXISTING SURFACE v vi ?
12" STORM DRAIN
WAS,
PIPE ��
PRO00SED SURFACE ALONG
30 z IE =21.43
0TH PLACE
OF N 1 8" CROSS
_ — — — — — 2 -8" GATE VALVES 8 30 — -- -g-. �,,,, _, CL 52 464'. — " i r 8 FIRE SERVICE 6" MIN. CLR a ��� L'GI ST. 15 +26.x! STA: 15 +70.5 z
12 MIN R.
"MIN. CLR W /FOAM
22.5' STA. 15 +47
_ 6" MIN. CLR /FOAM srorrnL E
k AIR VAC. ASSE }MBLY _
" -.
1/ERTICA..L_ . 2_ ATIR
_ W /FOAM
20
, 0 HIGH POINT j v v
2Q L " DRAIN
o BEND SER ICE " 24 STORM: p ppp
v _' 0 WATER LIFE RECORD DRA M� N GS .
1 D.I. CL 52 � _ 1 � PIPE
12" RAIN LE DER IE= 20.75 PREPARED BY WHPACIFIC, OCTOBER 2008, BASED
A AND CONTRACTOR AND CITY RECORDS
MIN. CLR.
- I ,STA: 15 +43 ! IE =21.02 ON, SURVEYED DATA
i " 6" MIN. CLR
20
2 TER -
W FOAM STA. 16+14.90 _ to Clt Standards
STA 14 78 6 _ _ SER CE J
20 ,-- _- .._H_.._ _ _ ( CONNECT TO EXISTING ' ;
10 x8" TEE 36LF Checked for Cornpllance Y
" STA: 15 +00 5- _.2._Q_% 11" WATER STUB
10 GATE VALVE I "
2 WATER SERVICE 6 MIN. STA: 15 +33.83 STA: 15 +70.5
" 1 t� "x8' TEE
CLR 24" STORM DRAIN
O ORE SERVICE
W /FOAM " v i_ PIPE
STA: 15 +�,2-7 1.(. _ GATE VALVE-,
VE
IE= 20.85
22.5' VEkJ1CAL 0
BEND A: 13 +19 4 PROFILE 2 4
sT WATER & SANITARY SEW, ER #2 P FIRE LINE #2 PROFILE
12 '! STORM DRAIN C6.2
PIPE HORIZONTAL 1 "= 20' C6.2 SCALE: HORIZONTAL 1 20'
SCALE. DATE
IE =24.54 VERTICAL 1 5' 17 +D0
VERTICAL 1 = 5 06/15/07
16 00
16 +50
_ + SUS, THE LANDING
15 +5D SCALE: q � HORIZONTAL• NAD 1983/1991 LA:, Flt IDbooK:
CITY OF
14 +50 15 +00
1 =20 F
DESIGNED: HARVEST PARTNERS P ^�E�
I HM J: u REN TON WATER &SEWER PLAN &PROFILE URgWING NO:
Monte Villa Parkway 1
3350 M DRAwN:
1 Bothell,
Washington 98021 -8972 HCS ONE wcH DATUM LOT 1
CHECKED: AT FULL scA� Planning /Building /Public Works Dept.
SW5 07/30/07 MAG �H
S T oF:
D DDCVA WATER METER AND FIRE HYDRANT SRS /► n
Q RELOCATE IF NOT ONE INCH C6.2
HAKV:.' .... _ .. It.i. SCALE ACCORDINGLY _ (425)961-4800
,.: , BY DATE APPR APPRO T 1
(4zs)ssa -4808 REVI510N it 214,369,0960 NO.
JN - ------
whpacific. com
Planners Engineers • Surveyors Landscape Architects
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