HomeMy WebLinkAboutW-425504Z
ti
O
Z
O
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 1-8" GAVE VAL I/E (FLxM✓)
(TYP) C6, O5 W/ CONC BLOCKING
I�11,\ �_ - . , 1 1
�/tiv X�
~ I 11
EX OFFSITE TREE I \ \
23 22 21-0
TO REMAIN (TYP)
. �.: a:
43�
� _ 19�
A
0`�23p5Yg�C I z� � P UONG M 25LF 8"
y•
TRACT M _ -
(OPEN SPACE)
I I/IIVIIl\f
I�I
TRACT N 8
SEE SHEET (OPEN SPACE)
C6.05 WA TER BSBL (TYP)
WATER EASEMENT (TYP)
18+00 18+50 19+00 19+50
7
19 18 17
V I \v � �
/\\ 1568-D1 �
6)
19*42.64, 3.00' RT
1-11.25° BEND (M✓)
W/ CONC BLOCK/NG
19f57.73, 6.00' RT
1-11.25° BEND (MJ)
W/ CONC BLOCKING
20+00
UNDERGROUND LOCATOR SERVICE
CALL BEFORE YOU DIG.
811
SEESHEET
C6.01
II
10' UTILITY
EASEMENT (TYP)
u
I
16 15 14 13 1
Ll fl7
J. i RESTRAINED JOINT
PIPING i
TRACT 0
5 (OPEN SPACE) 11 4 \ 3
RESTRAINED SEE SHEET 20*05. 00, 6. 00' RT
JOINT 1-12"x8" CROSS (FL)
PIPING C6, 01 2-12 GA TE VAL Vf- (FLxM✓)
2-8" GATE VAL I/ES (FLxM✓)
W/ CONC BLOCKING
450
430
420
20+50
„m
STANDARD I" WATER SERVICE
C.O.R. STD DTL 320.1 PROPERTY LINE
PER
SEE SHEET C6.31 (TYP) (TYP)
11 U LJ I EX GROUND
15 CONTOUR
(TYP)
12 11 10
21*76.51, 6.00' RT
1-8" PLUG )VJ)
1-2" BLOW -OFF ASS?
LIT W/ CONC BLOCK/NG
1-8" POL YP/GG/NG STATION
I PER COR STD. PLAN NO. 300.7
?LF 80 D/ I 2" BLOW OFF
PER C. O.R. STD DTL 340.1,
SEE SHEET C6.32 (TYP)
1 3p5,9235 _LC
1� ApN 04ASSOCIAiE
m PROPOSED FIMSH
m GRADE CONTOUR
11 2 1 I I (Typ)
WA TER EASEMENT (TYP)
WA TER BSBL (TYP)
SEE SHEETS C7.02-C7.04 FOR
UTILITY CROSSING NFORMAT/ON.
SCALE: 1" = 30'
0 15 30 60
.
.
.
.
.
.
.
.
mo�O
h^
W
.
o
Q
PROPOSED GRADE
s
N W
9 ROAD f (TYP)
OPOSED 8"
In 1
TER (TYP)
W
N O
N "� o
EX/STING GROUND
0 ROAD (TYP)
Q
.
v
r
.
Q
. . .
.
. . . . . .
. . . . . .
. . o
i
O
j
.
.
.
.
.
.
.
.
PROPOSED ELEV.
. . . . . .
. . . .
. . . . . .
. . . . . .
. . . . . . .
. . . . . . .
. . . . . .
.
. . . . . .
0 ROAD f (TYP)
RO
1
.
EX/STING ELEV.
HOR/Z. SCALE.•
1 "=30'
® ROAD f (TYP)
INERT. SCA
E.• 1 "5'
.
20+00 20+50 21+00
1
REVISED PER CITY COMMENTS
MJS
7/26/231
HHH
SURVEYED:
BY OTHERS
2
REVISED PER CITY COMMENTS
KEL
9/12/23
HHH
DESIGNED:
ROLL/ HEAVR/N
3
REVISED PER CITY COMMENTS
KEL
10/11/22
HHH
DRAWN:
MARY MOORE
CHECKED:
ROLL/ HEA VR/N
NO.
REVISION
BY
DATE
APPR
APPROVED:
ROLL/ HEA VR/N
SCALE:
AS NOTED
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
NE 2TH 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 DEFLECTION 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 EXISTING U77LI77ES SHOWN ARE APPROXIMATE. EX/S77NG
U77LI77ES SHALL BE FIELD LOCATED BY RESPEC1TVE U77LITY COMPANIES
PRIOR TO CONSTRUC77ON.
4.
CONTRACTOR SHALL FIELD VERIFY ALL CONNEC77ONS TO EXIS77NG PIPES
430
FOR PROPER RT77NGS AND DEPTH.
5.
CONTRACTOR SHALL N077FY ALL AFFECTED U77LI77ES 24 HOURS PRIOR TO
CONS7RUC77ON
6.
ALL WATER RT77NGS AND VAL VES WITH MECHANICAL JOINT (MJ) END(S)
SHALL HAKE A WEDGE -TYPE RETAINER 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
MAXIMUM JOINT SEPARATION.
410
21+50 22+00 22+50
VERnCAL• NAVD 1988
HORIZONTAL- NAD 1983/1991 CITY OF
0 RENTON
DATUM
Planning/Building/Public Works Dept.
L
0
O
O
N
N
10/11 /23
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
DEVELOPMENT ENGINEERING
yqi 12/06/2023 '
WATER UTILITY
ABDOUL GAFOUR 11/09/2023
DATE:
O
TOWNS ON 12TH 101111202J
3916 & 3926 NE 12TH ST, RENTON, WA 98056 FIELDBOOK:
PAGE:
WA TER PLAN & PROF/LE DRAWING N0: O
C6.03 �
ROW 1 & ROW 2 SHEET: 51 OF: 93