HomeMy WebLinkAboutW-425504A
Z
ti
O
Z
O
O
v
450
„m
430
420
51f34.97, 7.00' RT
1-12 x8" TEE (FL)
SEE SHEET
2-12" GA VE VAL VE (FLxM✓)
PROPERTY LINE
TOP OF NUT 435.02
(TYP)
C6. 05
TOP OF NUT 435.01
I I _
1-8" GA VE VAL Vf (FLxM✓)
TOP OF NUT 434.44
I19
W1 CONC BLOCKING
EX I TREE REM
TO REMAINN (TYP) ' .
A I
23 22 21 - 20
-9174
APN 0423o5 V0
UO
PH
TRACT M �� _ - =
jj
(OPEN SPACE)
I I
9 8
SEE SHEET TRACT /V
(OPEN SPACE)
C6.05 WA TER BSBL (TYP)
WATER EASEMENT (TYP)
18+00 18+50 19+00 19+50
SEE SHEET
17'
C6.01
)77-1
®1�11117��i1u iA�
10' UTILITY
EASEMENT (TYP)
Lj
16 15 14 -13
I \
I � \
f. r1.7- r-.o. ., l
'7-A- F N■ R/ I I 1 1
• N IH
a
N.
I I l RESTRAINED JOINT
- PIPING
f' oo 42 69
TRACT 0
7 6 5 I (OPEN SPACE) 4 3
Fr
RESTRAINED SEE SHEET 20*05. 00, 6. 00' RT
JOINT 1-12"x8" CROSS (FL)
19f42.64, 3. 00' RT PIPING C6. 01 2-12 GATE VALVE (FLxM✓)
1-11.25° BEND (M✓) TOP OF NUT 425.99
W1 CONC BLOCK/NG TOP OF NUT 426.03
2-8" GATE VAL Vf-5 (FLxM✓)
19f57.73, 6.00' RT TOP OF NUT 425.35
1-11.25° BEND (M✓) TOP OF NUT 425.43
W1 CONC BLOCKING W1 CONC BLOCK/NG
20+00
UNDERGROUND LOCATOR SERVICE
CALL BEFORE YOU DIG!
811
063
450
430
420
20+50
„m
t1211
1 " WA TER SERVICE
STD DTL 320.1 PROPERTY LINE
C6.31 (TYP) (TYP)
15 EX GROUND
CONTOUR
(TYP)
10
21*76.51, 6.00'RT
I 1-8" PLUG (M✓)
1-2" BLOW -OFF ASS?
W1 CONC BLOCK/NG
I 1-8" POL YP/GG/NG STATION
TZE PER COR STD. PLAN NO. 300.7
PLf 80 DI I 2" BLOW OFF
PER C. O.R. STD DTL 340.1,
SEE SHEET C6.32 (TYP)
ln�1 3p5,9235 _LC
APN 04ASSpCIPTE
ID ALP AY &
PROPOSED FIMSH
m GRADE CONTOUR
2 1 m j l (TYP)
WA TER EASEMENT (TYP)
WATER BSBL (TYP)
SEE SHEETS C7.02-C7.04 FOR
UTILITY CROSSING NFORMAT/ON.
SCALE: 1" = 30'
0 15 30 60
.
.
.
.
.
.
.
.
mo�O
h^
W
W°j�
o
Q
PROPOSED GRADE
s
N W
9 ROAD f (TYP)
. �
OPOSED 8"
I In 1
TER (TYP)
W
N O
N "� o
EX/STING GROUND
9 ROAD (TYP)
. Q
. •
.
^�
v
.
v
.
.
Q
.
. . .
. . . . . .
. . . . . .
. . o
.
I
O
j
.
.
.
.
.
.
.
.
.
.
PROPOSED ELEV.
. . . . . .
. . . .
. . . . . .
. . . . . .
. . . . . . .
. . . . . . .
.
.
. . . . . .
.
. . . . . .
9 ROAD f (TYP)
�ZC
EX/SANG ELEV.
HOR
E.• 1 "=30'
9 ROAD f (TYP)
VERT. SCA
E.• 1 "5'
20+00 20+50 21+00
SURVEYED:
BY OTHERS
DESIGNED:
HOLL/ HEA VR/N
DRAWN:
MARY MOORE
CHECKED:
HOLL/ HEA VR/N
BY DATE APPR APPROVED:
HOLL/ HEA VR/N
SCALE:
AS NOTED
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
tiF
sFT
e�G
0
NE 92TH ST
`(EYMAP
WA TER LEGEND
WA TER MAIN
WA TER EASEMENT
- - - - - - - - WA TER BSBL
EX/STING WATER PIPE
IV] IN[ WATER FITTING
Ak FIRE HYDRANT
® WA TER METER
•� TYPE / BLOW -OFF
�t AIR- VAC
GENERAL NOTES
440
1.
MAX/MUM ALLOWABLE DEFLECION AT EACH JOINT SHALL NOT EXCEED
ONE-HALF THE MANUFACTURERS RECOMMENDED PERMISSIBLE
DEFLEC77ON.
2.
ALL CONSTRUC77ON SHALL BE /N ACCORDANCE WITH THE CITY OF
RENTON STANDARD SPECIFICATIONS
3.
LOCA77ONS OF EX/STING U77LI77ES SHOWN ARE APPROX/MATE. EX/SANG
U77LI77ES SHALL BE FIELD LOCATED BY RESPECT VE UALITY COMPANIES
PR/OR TO CONSTRUC77ON.
4.
CONTRACTOR SHALL FIELD VERIFY ALL CONNEC77ONS TO EX/SANG PIPES
430
FOR PROPER RT77NGS AND DEPTH.
5.
CONTRACTOR SHALL NOAFY ALL AFFECTED U77LI77ES 24 HOURS PR/OR TO
CONSTRUC77ON
6.
ALL WATER RT77NGS AND VAL VES WITH MECHANICAL JOINT (MJ) END(S)
SHALL HAKE A WEDGE -TYPE BETA/NER GLAND EQUAL TO MEGALUG
SERIES 1100.
7.
CONCRETE THRUST BLOCKS REQUIRED ON ALL WATER RT77NGS PER
C.O.R. STD PLAN 340.1.
8.
WHERE NEW WATER MAIN CROSSES A NON -POTABLE PIPE, ONE FULL
420
LENGTH OF WATER PIPE SHALL BE USED WITH THE PIPE CENTERED FOR
MAX/MUM JOINT SEPARA AON.
410
21+50 22+00 22+50
VERnCAL• NAVD 1988
HORIZONTAL- NAD 1983/1991 CITY OF
RENTON
DATUM
Planning/Building/Public Works Dept.
5/S/25
CIVIL ENGINEERING
LANDSCAPE ARCHITECTURE
,con PLANNING
�zw� DESIGN SURVEYING
12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877
W-425504
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
TOWNS ON 12TH
3916 & 3926 NE 12TH ST, RENTON, WA 98056
WA TER PLAN & PROFILE
ROW 1 & ROW 2
CONSTRUCTION RECORD DRA WINGS
O
O
O
N
N
N
DATE:
O
0/111202J
FIELDeo
PAGE
DRAWING NO:
C6.03
SHEET: OF:
51 93