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STA. 10+00.00 = STA: 62+82.45 LOGAN AVE. N.
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3350 Monte Villa Parkway
Bothell, Washington 98021-8972
(425)951-4800
(425)951-4808
whpacific. com
Planners • Engineers • Surveyors • Landscape Architects
STA: 11 +85
1-103X4" TEE
AN A -VENUE
NORTH
STA. 10+67.61 WATER LINE #2
REMOVE EXIST. PLUG & BLOCKING &
CONNECT TO 12" STUB AS SHOWN ON
CITY OF RENTON IMPROVEMENT PLANS
1-12"x10" REDUCER (FLxMJ)
LSEE
1�M4;CR C�C�D•W09 (; - 1 /CTCD i
Y STD. DETAIL B107.2)
2" IA/A *R ur_TR
SEE CITY STD. DETAIL B107.2)
3" WATER SERVICE
8 LF 10 "D.l. CL 52
- - STA. 11--
64_f D0
-
. .
- - 1-10" 45' BEND MJ
4t.
00MM STA. 10+ 75.82 )' I 42 LF ' 1- THRUST BLOCK )
- _ STA. 12+26.43
1-10" 90' BE I 1. _8" MJ PLUG
1- BLOCK - - - - - - - STA. n11 + 4 . . , ' 1- THRUST BLOCK
- " 1-10 45 B ND (MJ) -r
2-2 WATER METERS `= 1-THRUST B OCK ;r�p`' FDC
STA. 10+91.04
1-2" WET TAP AND SADDLE O " STA. 12+22.69
18 LF 1-8" 45' BEND (MJ)
1-2" GATE VALVE I CL 52 10 D 0��� 1-THRUST BLOCK
1-2" IRRIGATION METER X
1-2" DCVA ------
L- - - STA. 11+89.46
1-8" 45' BEND (MJ)
STA. 10+39.53 P1V I 60 LF 8' 0 1-THRUST BLOCK
1- THRUST BLOCK L _ DDCVA 8" MINIMUM (SEE CITY S ANDARD
1-8" 90' BEND -/� DETAIL B-100). FINAL SIZE OF
DDCVA 8" MINIMUM (SEE CITY STANDARD 1 BE DETERMINED BY FIRE SPRINKLER
DETAIL B-100). FINAL SIZE OF DDCVA TO I DESIGNER.
BE DETERMINED BY FIRE SPRINKLER STA. 11+85
DESIGNER. 1-8"x4" TEE
1-2" WATER METER tr - 1-4" GATE VALVE (FLxMJ) 300
(SEE CITY STD. DETAIL B10 STA. 11+61. WATER E e I 1-4" 22.5' BEND (MJ)
2
__.__ �' 1- THRUST BLOCK CINEMA
10+ 00. WATER NE #A I 18 L F 4 "D.1. CL 52 2
01 22=63+43.99, 113.5 LOGAN
1-10 EE (FLxFL) t -10"x8" (F1 1 1
2CER PARKING GARAGE 2-8" GATE S MJ)
16 LF 4"DS.I.T CL 2
1-TH U �" ►� 1 DI iVG
1-10" AD (MJxF 1- THRUST BLOCK
2-8" AD A k (FLYP) 1-4" 90' BEND
_->
,' 1-4"
`-
45' BEND
BEND
WATER LINE PLAN
1-4"
- 1
90' VERTICAL
SCALE: 1 "= 20'
PROPOSED GRADE
PIPE q
DDCVA VAULT-
S TA: 10 + 75.82 � o
90" HORIZ
BEiVU I t I
r-STA: 11 + 18.05 6" MIN. CLIZ
45' HORIZ BEND STA: 11+44.2 �WIFOAM
45' HORIZ BEN 8 ' D.I.
0 .52
i
STA: 11 +61.89 22 STA: 11 +85 STA: 12 +22. 7
STA 10+67.61 � 10 TEE 8"x4" TEE 45' HORIZ
CONNECT TO EXISTING _ L 2-10 "x8 "REDUCER_ (W. E.) 1 +89.5 BEND
6 MIN.:CLR STA 10 91.04 2-8 GA1E VALVES (WE,) STA:1
12" WATER STUB W/FOAM' 2" WET `TAP AND SADDLE 45 HORIZ Q
STA: 10+ 70 2" GATE VALVE BEND
8" RAIN LEADER 2" IRRIGATION METER STA: 12+,13.7
IE=24.34 " 8" RAIN LEADER
2 DCVA
IE=25.7
0 0 LO
�Cd
N N N.
o N L-n
� �; 0
N N N N
10+50 11+00
11+50 12+00
12+50
WATER LINE PROFILE
2
SCALE: HORIZONTAL 1 "= 20'
C6.5
VERTICAL 1 "= 5'
SURVEYED:
THE LANDING
DESIGNED:
HCS
H A 1, V E S,
® WATER & FIRE SERVICE ADDED TO BLDG. 311 SWS
10/26/07 MAG
DRAWN:
HCS
'
01 WATER LINE MOVED FOR SIGN/PILE CONFLICT -PLAN & PROFILE UPDATED ABN
07 30/07 MAG
CHECKED:
Dallas.SRS
N0. REVISION BY
DATE APPR
APPROVED;
JMTE
40
S-3388
40
PROPOSED GRACE
I ® PIPE �
DDCVA VAULT
30 I 30
STA: 10+00.00
w 10" TEE
o 10"x8" REDUCER
�4D. 0 5 8" GATE VALVE
STA: 10+08.74 0
20 2" WATER SERVICE 20
O �t
C6
10+50
WATER LINE PROFILE
Ln
N N
10+00
SCALE: HORIZONTAL 1 "= 20' �.5
VERTICAL 1 "= 5'
SCALE:
" ' HORIZONTAL: NAD 193/1991 �►
=20 •• CITY 0 E
"L
RENTON
I ONE INCH ___ _ DATUM
AT FULLS Planning/Building/Public Works Dept.
IF NOT ONE INCH
SCALE ACCORDINGLY
LEGEND:
CATCH BASIN, TYPE 1
0
CATCH BASIN, TYPE 2
STORM CLEANOUT
STORM DRAIN LINE
®
WATER QUALITY VAULT
•
SANITARY SEWER CLEANOUT
•
SANITARY SEWER MANHOLE
GREASE INTERCEPTOR
►�
WA TER VAL VE
o
WATER METER
FIRE HYDRANT
-
POST INDICATOR VALVE IN BLOWOFF
POST INDICATOR VALVE W/ CAP
n
FIRE DEPT CONNECTION
C�
DOUBLE CHECK VALVE
REDUCER
- - - - - -
- WATER LINE EASEMENT
- -
ROW
UTILITY TRENCH
NOTES:
1. GREASE INTERCEPTORS AND GREASE TRAPS
WILL BE INSTALLED BY EACH TENANT UNDER
SEPARATE PERMITS AT A LATER DATE AND
SHALL BE SIZED ACCORDING TO UPC GUIDELINES.
2. CONTRACTOR TO VERIFY INVERT ELEVATIONS
OF EXISTING STUBS BEFORE CONSTRUCTION
BEGINS.
3. ALL ON -SITE SEWER WILL BE PRIVATELY
OWNED AND MAINTAINED.
13
SCALE
0 10 20 40
( FEET )
1 INCH = 20 FT
PROFILE SCALE:
HORIZ: 1 "=20'
VER T.• 1 "= 5'
""E D VE
of wa s�,
��e• cow
32464 i•(/'
EGI STER�1��'ty
SIGNAL E
RECORD DRAWINGS
PREPARED BY WHPACIFIC, OCTOBER 2008, BASED
ON SURVEYED DATA AND CONTRACTOR AND CITY RECORDS.
Checked for Compliance to City Standards
DATE:
THE LANDING 06/15/07
FIELDBOOK:
HARVEST PARTNERS PAGE:
WATER & SEWER PLAN & PROFILE DRAWING N0:
LOT 1 A
SHEET: OF:
C6.5
AJ-JN_JN� _6A