HomeMy WebLinkAboutWWP2703388.6v i
STA. 0+37.0, 19.85' R
1-THRUST BLOCK
n " LiDCVA 8" MINIMUM (SEE
1-8 90' BEND `CI TY STANDARD DETAIL
B-100). L' FINAL ',SIZ€ OF r I'
CO#305 DDCVW' _BE
STA 0+14.98, 22.98 L DETERMINED BY FIRE
RIM 29-9529.90 SPR�NKLER DtSIGNER. O
INVERT 21.50
SSMH 3A
STA 0+ 15.05, 14.84 L PI V
0 RIM :29-4329.63 _ -
z 20.98(W)INVERT IN 4- 20.93(N) 9LF 8" SSI
0 INVERT OUT 2446-20.70 1.67q
2-8" 90' BENDS --
z Cop 0 g» 70 Fes, 8" SS 53
Q STA 0+04.89, 14.74 L ® 1 N `n
J 1 RIM z''9�29.95 A' ry - - -� - - - - -
W C6.0 INVERT 21.50 SS 0 - - 1
ELF 8 "D. I. CL 52
Z RIM=29.63 � v, _
CENTER OF GREASE d
~ INTERCEPTOR LJ
STA 0+15.08, 0.16 R L J�___ - - -
RIM -2 :. 9.81 ... _
,2-8" 90• BENDS
CO#302-GI PI V
STA 0+15.09, 16.03 R 2-2" WATER O
RIM 3$-#6.29.97 SERVICES
INVERT 21.50 (SEE Cl TY STD
CO#302 DETAIL 8107.2)
STA 0+24.40, 15.43 R
RIM 36.4&30,52
INVERT 21.50 _
STA. 0+37.0, 0.9' R
1-8" TEE (FL)
1-8" FLxMJ ADAPTOR
2-8" GATE VALVES (FLxMJ)
1- THRUST BLOCK
STA. 0+37.0, 12.5' R 1..
1-THRUST BLOCK
1-8" 90• BEND
WATER & SANITARY SEWER #2 PLAN
SCALE: 1 "= 20'
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co '
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PROPOSED SURFACE Q "' +
ALONG f OF ROAD (R)�azQ��
BET M£EN BLDG1302 v z z z
AND BLOG1305
2" WATER 12" STORM DRAIN
SERVICES PIPE
IE=25.27
30 - - __-= -- -- -- -- - 30
N
N
co
W
8 ' TEE DDCVA
_IOL VAUL T
7OLF 8»
8' SS SS 03. 53�'
20 @ i 50 20
\-10"x8" TEE
1-8" GATEVALVE
-0+50 0+00 0+50 1+00
WATER & SANITARY SEWER #2 PROFILE 2
SCALE: HORIZONTAL 1 "= 20' C6.4
VERTICAL 1 "= 5'
3350 Monte Villa Parkway
Bothell, Washington 98021-8972
(425)951-4800
(425)951-4808
whpacific. com
Planners • Engineers • Surveyors • Landscape Architects
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1-8" GATE VALV(MJ� MJ)
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�. SSMH#3 LJ� ..
STA 11+71.JZ 5.63 L
(N 10 TH PL)
t I STA 0+84. $ 14.98 L (N)
RIM 29.00 \,/ a
INVERT,*f8-�* E, N18.56
r` INVERT OdT1\18.68 W18.56
b �
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N
�N
.y 4
+� CO#304
/ FDC STA 51+34.99;'13.91 L
Rla 9 44 28.34
2" WATER INVERT OUT 23,10
SERVICE PER
REN TON STD.
,.- DETAIL B-107.1
'2-2" GATE VALVES -
55LF
L. » SS 1-6" GATE', VAL
® 1.92% P V
EXISTING S B PROVIDED
BY CITY F RENTON:
IN ALL CO#3 1-8 " R UCER xMJ) CO#303
W/ .5 ° BEND 0• ' STA 51 +54.87 _79. 73 L
STA 1 +24.89, 30.29 L 6
INVE T 21.65 - RIM
fi27.r14
RIM 46"-�r 29.85 INkRT .OUt 23.00 ,
S TA. 51 +44. 82, 58.51E L
CONNECT TO EXISTING ST(J f x 1-6" �� BEND (MJ) 45•
PROVIDED BY CITY % % \. -THRUST BLOCK
STA: \+44.00, 40.00 L �� � `�� � DC
o
t 2" WATER
SERVICE PER
\ rP� REN TON STD.
/N DETAIL B-107.1
A
WATER &SANITARY SEWER #4 PLAN
SCALE: 1 "= 20'
J
r\
N
^_ rn
rnONp�N
�NNF-
Z
PROPOSED SURFACE
No
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ALONG OF 8" SS
z, o
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cn r ? ?
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Go ai'n
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30
SS 1,92% --
55
4LF
NIA
ZQ STA: 51 +39.86, 59.86 L 20
8" TEE
SURVEYED:
THE LANDING DESIGNED:
SWS
DRAWN:
UPDATED WATER STUB; REVISED WATER DESIGN; ADDED WATER PROFILE SWS 10/26/07 MAG SWS
' UPDATED RIM ELEVATIONS; REVISED SS PIPE FROM 8" TO 6• SWS 10/26/07 MAG CHECKED:
r: SIRS
214.369,0160 NO. REVISION BY DATE APPR APPROVED:
J11fTE
SSMH#1
STA 51 +48.84, 81.15 L
RIM 29.6§ 2Z 75
INVERT IN 2:2.98 20.72(NW,SE) 20.77(NE)
INVERT OUT 9:2.86 20.669
>Rl*
F GR
IN
101.76 L
51+57,81,
ISTA*
112.73 L
1-4" MJ PLUG
1
STA 1 +59.09 5 L
RIM 2
T2
4LF 6" SS ®1.62q
CO#2
STA 51+64.99, 114.27 L A RIM �9.89-2Z82
INVERT 23.59
PI V --- STA: 51 +68.66, 110.31 L
1:1-6" TEE (FL)
n c"..e" nrniinrnc
2� �� ' GATE V�A19,4
L �VnESQ60
HS-
1- THRUST BLOCK
2-6" 90• VERTICAL BENDS
/
S-3388
LEGEND:
CATCH BASIN, TYPE 1
CATCH BASIN, TYPE 2
STORM CLEANOUT
--.�
STORM DRAIN LINE
WATER QUALITY VAULT
•
SANITARY SEWER CLEANOUT
•
SANITARY SEWER MANHOLE
I•]
GREASE I N TERCEP TOR
►�
WA TER VAL VE
o
WA TER METER
At
FIRE HYDRANT
�-
POST INDICATOR VALVE W/ BLOWOFF
r,
POST INDICATOR VALVE W/ CAP
n
FIRE DEPT CONNECTION
0
DOUBLE CHECK VALVE
REDUCER
- - - - - -
- WATER LINE EASEMENT
- -
ROW
UTILITY TRENCH
NO TES:
1. GREASE INTERCEPTORS AND GREASE TRAPS
WILL BE INSTALLED BY EACH TENANT UNDER
SEPARA TE PERMI TS A T A LA TER DA TE AND
SHALL BE SIZED ACCORDING TO UPC GUIDELINES.
2. CON TRA C TOR TO VERIFY INVER T ELEVATIONS
OF EXISTING STUBS BEFORE CONSTRUCTION
BEGINS.
3. ALL ON -SITE SEWER WILL BE PRI VA TEL Y
OWNED AND MAINTAINED.
12
SCALE
0 10 20 40
40 ( FEET )
1 INCH = 20 FT
PROPOSED SURFACE PROFILE SCALE:
ALONG f OF 8' WA HORIZ: 1 "=20'
VER l' 1 "= 5'
30
8" RL
IE=27.12
NG STUB PROVIDED
OF REN TON
c$D EVE
WAS .1 �lq
5 �a 0
20 6» SS- Z .
STA: 51+44.82, 58.55 L IE=23.00 STA: 51 +68, 66, 110.31 L -! �o � 32464
2Q1-6" 11.5• BEND (MJ) 6" TE 50 ��SS orrnLRE
1-THRUST BLOCK
Al
SCALE: HORIZONTAL 1 "= 20' C6.4
VERTICAL 1 "= 5'
SCALE:
VERTICAL NAVD 1988
1"-20► HORIZONTAL- NAD 1983/1991 CITY OF
RENTON
ONE INCH DATU M
AT FULL SCALE Planning/Building/Public Works Dept.
IF NOT ONE INCH
SCALE ACCORDINGLY
RECORD DRA WINGS
PREPARED BY WHPACIFIC, OCTOBER 2008, BASED
ON SURVEYED DATA AND CONTRACTOR AND CITY RECORDS.
Checked for Compliance to City Standards
THE LANDING 06/15/07
FIELDBOOK:
HARVEST PARTNERS PAGE:
WATER & SEWER PLAN & PROFILE DRAWING NO:
LOT 1 A
SHEET: OF:
C6.4
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x
a
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d
NN
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