HomeMy WebLinkAboutW-390201NOTE:
H
H
LOT 1
PROPOSED HOUSES
STA 4+50.0
10" X 10" POLY PIG
STATION FOR CLEANING
OF WATER MAIN PER CITY OF RENTON STD.
\\PLAN 300.E
STA 4+52.5
1-10" CAP (MJ) WITH
CONCRETE BLOCKING
PER CITY OF RENTON
STD. PLAN 330.2
12.5' LT
7-vzSEE NOTE 3
('Z:TYP.) _ 3
52.0'
3 �_
N 88° 19'45" W
4 00
-W W
I_ L
STA 4+47.0,
FIRE HYDRANT AS L
PER THE CITY OF RENTON
STD. PLAN 310.1 W/
10"x6" TEE (MJxFL) AND
6" GATE VALVE (FLxMJ) STA 4+37 5
1" WATER SERVICE TO
LOT 1 PER CITY OF
RENTON STD. PLAN 320.1
STA 4+40.5
1" WATER SERVICE TO LOT 2 PER
CITY OF RENTON STD. PLAN 320.1
PORTION OF THE SE 1/4 , NE 1/4 SECTION 4, TWP. 23 N, RGE. 5 E., W.M.
I C '
HYDROSEED DISTURBED
OFF -SITE LANDSCAPED
AREAS DUE TO DETENTION
CONSTRUCTION, (TYP.)
10" DIP WW - 3+00
15.0' WIDE UTILITY EASEMENT TO
BE DEDICATED TO THE CITY OF
RENTON FOR NEW WATERMAIN.
STA 4+00.5
1" WATER SERVICE TO
4000 NE 24TH ST.
PER CITY OF RENTON
STD. PLAN 320.1
I -
i370.00'
S6
W
UNDERGROUND
POWER & TEEE
N THIS AREA
00
n
Ln
- to
m
_"�r T//
� w
m Z
0
u� W
00
Z
REPLACE DISTURBED GRAVEL 11
DRIVEWAY WITH 4 INCHES OF
1-1/4 INCH MINUS CRUSHED
SURFACING BASE COURSE TEL
M ELT MAI�BOXI;
12.0
STA 1+76.5, RT 0
FIRE HYDRANT ASSEMBLY PER THE IBC
CITY OF RENTON STD. PLAN 310.1 L"c"�
W/ 10"x6" TEE (MJxFL) AND 6" 0 0
GATE VALVE (FLxMJ) I z
- - - I 5.20'
2+00
W o 10" DIP W
10" GATE
VALVE (MJxMJ)
30.00'
00-
0
0
1+ 0
Ln o
-
W
15.50'
1
DICATIONLA
~
NE 24TH STREET
CONTRACTOR TO POTHOLE &
VERIFY DEPTH OF EXISTING
UTILITIES IN UNION AVE. NE.
-�12% 10" TAPING TEE (MJxFL) W/
10" TAPPING GATE VALVE (FLxMJ)
& THRUST BLOCK PER CITY OF
RENTON STD. PLAN 300.1
MINIMUM 6.5' WIDE ASPHALT
TRENCH RESTORATION PER CITY OF
RENTON STANDARD PLAN H032.1
CROSSING WITH EXISTING 36"
CITY OF SEATTLE WATER MAIN
(SEE NOTE 1)
0
0
+
+
w
z
z
_j
z
SHALLOW
CROSSING
(SEE NOTE 1)
460
EX. CL GRADE
460
Cn
LOT 2 ROW
STA 4+40.5
____�_�
_ - -
1" WATER SERVICE
_
TO LOT 21
STA 4+37.5
STA
4+00.5
1" WATER SERVICE
CE TO
_
MIN. 3.0'
GREATER
455
TO LOT 1
40 OANER
4THVIST.
- -
- -
PR. CL GRADE COVER
THAN 4.8'
GAS, DEPTH
455
STA 4+50.0
.........
-
-
f --
..
97
�cQs LF 10" DIP WATER
UNKNOWN.
10" X 10" POLY
CONNECT TO
PIG STATION
2
10" GATE VALVE
STA
FIRE
1+76.5
HYDRANT
»
EXISTING 12
MAIN
450
LF 1 O"
DIP WATER
1.0 MIN
ASSEMBLY SEPERATION
450
-
....................
1.5
MIN.
..................
......... ......... ........
.....
...
EXIST.: 12"
CJ
(SEE
NOTE 3)
(J
EXIST. 36"
10" GATE VALVE
STA 4+47.0
SEATTLE
FIRE HYDRANT ' N
C/�
��
WATFR MAIN
VERTICAL THRUST
445
ASSEMBLY w �
w LO
x, Ln
X.
VERTICAL THRUST
x,
BLOCK PER STD.
445
STA 4+52.5 4+50
......
4+00
... I .......................
3+50
I I
3+00 2+50
........ I ..........
2+00
1+50 BLOCK PER STD.
I
1+00
PLAN 330.2 0+50
1-10" CAP (MJ) WITH
PLAN 330.3
CONCRETE BLOCKING
WATER MAIN
PROFILE
SCALE: 1 "=20' HOR. 1 "=5' VERT.
w
z
EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE
ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO
DETERMINE THE EXACT VERTICAL AND HORIZONTAL LOCATION
OF ALL EXISTING UNDERGROUND UTILIITES PRIOR TO
COMMENCING CONSTRUCTION. NO REPRESENTATION IS MADE
THAT ALL EXISTING UTILITIES ARE SHOWN HEREON. THE
ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES NOT
SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION.
CALL BEFORE YOU DIG: 1-800-424-5555
1. IF THE EXISTING CITY OF SEATTLE WATER
MAIN HAS MORE THAN 4.8-FEET OF COVER
THEN THE PROPOSED WATER MAIN MAY
CROSS OVER THE EXISTING 36" MAIN. IF THE
EXISTING SEATTLE MAIN HAS LESS THAN
4.8-FEET OF COVER THEN PROPOSED MAIN
SHALL CROSS UNDER THE EXISTING MAIN.
2. MAINTAIN A MINIMUM 7.0' HORIZONTAL
SEPARATION BETWEEN WATER UTILITIES AND
STORM DRAINAGE UTILITIES.
3. MAINTAIN A MINIMUM 1.5' VERTICAL
CLEARANCE BETWEEN WATER UTILITIES AND
STORM DRAINAGE UTILITIES.
20 0 20 40
horizontal scale feet
DEEP CROSSING
(SEE NOTE 1)
LOT 2 ROW 4E0
MIN. r-
3.0' - - - -
COVER LESS EXIST. 4"
EXIST. 36" THAN 4.0' GAS, DEPTF 455
......I..........1.0 MIN ................
SEATTLE UNKNOWN.
WATER MAIN SEPERATION CONNECT TO
` EXISTING 12" MAIN
....VERTICAL ... ..
450
THRUST EXIST. 1 "
WATFP
BLOCK PER 10" GATE VALVE
STD: PLAN : 6
330.3 U' VERTICAL THRUST
LO
w BLOCK PER STD. 445
1+50 VERTICAL THRUST 1+00 PLAN 330.3 0+50
BLOCK PER STD.
PLAN 330.2
CALL 811 BEFORE YOU DIG
Green Lake Engineering, LLC O��oF MA kFti� SURVEYED: SCALE:
2 PER CITY REVIEW COMMENTS RMK 2 15 16 RMK VERTICAL: NAVD ,see
p �, ,� � HANSEN SURVEYING HORIZONTAL: NAD 1983/1991
6045 4th Ave. NE, Seattle, WA 98115 �4 =z� 3 PER CITY REVIEW COMMENTS RMK 7 01 16 RMK DESIGNED: SCALE
Phone: 206-525-5332 4 AS -BUILT RMK 3 16 18 RMK R. KEHRLI, P.E.
DRAWN:
email: bob.kehrli@greenlakeengineering.com o 48089 R. KEHRLI, P.E. (� ONE INCH DATUM
Contact . Bob Kehrli, PE F��FGSE ���=� CHECK WILAT LIAMS, P.E. IF NOT ONE
SCALE
ANAL
NO. REVISION BY DATE A P P R APPROVED: SCALE ACCORDINGLY
CITY OF
ML RENTON
Planning/Building/Public Works Dept.
RECOMMENDED FOR APPROVAL
BY: DATE:
BY: DATE:
BY: DATE:
BY: DATE:
WATER MAIN EXTENSION & STORM DRAIN
TU SCAN Y CONSTRUCTION, LLC
WATER MAIN PLAN & PROFILE
3956 NE 24TH STREET
F8/10/2016
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