HomeMy WebLinkAboutW-397103CY) J�
N
LEVEL ALL GROUND MIN. 3'
RADIUS. MAINTAIN MIN. 18" TO
20"BEHIND BACK OF CURB
/ 15' WATER
EASEMENT
V)
3-7-L.F., 8"0 D.I. W.M.
m ���// I' .
O m / STA.-+77. 4, 4.09' LT.
// / 1-8" BEND 5-
Z Mry / 1-coIrl / Klr/
' /
m r / / STA.=5+80.17, 4' LT. \
0 / 1-8"x6" TEE FL) I
�' %�1-6" GATE E (FLxMJ)
/�CONC. CKING
Z I /
0 0 1
r� U1 44
V �
J
6�
Ld
LLJ
1 30C
1 29-5
29C
1 28_5
1 27-5
27C
1 26-5
A PORTION OF THE NE 1/4 OF SEC 13, TWP 23 N., RGE 4 E, W.M., KING COUNTY, WASHINGTON
0 56
/ 4 8" GATE VALVES (FLxM, Lid
� N
.99
42 STA. 9- 07.24, 17.00' UI I
�
11 .00' LT. I 1-FARE HYDRANT ASS'Y.�2 7.98 .09 ----
_xFL)
50 2 O /E (FLxMJ, EY B a
<ING 28 L.F., 8"0 D.I. w.M. SEELSH ET ..............
55-
� CE f�ER OF CUL- DE -SAC - - =
STA 6+26.68, ROAD A WA-��
® - - -- -
TA. 71 +87.4 ALLEY ALLEY D
�- SEE SHEET r
j4 0 /
19 WA-03
0 N' O F 8"0 D.I. W.M.
\ I STA.=6+7E .32, 24.16' LT. 9j
/ ! 0 �11-FIRE HYDRANT ASS'Y. N 7.1 '
STA. =5+81.26, 12.09LT.
1-FIRE HYDRANT ASS'Y.
OL.F, 8"0 D.I. W.M.
STA.=5+88.69, 4.76' LT.
1-8"x8" TEE (FLxFL) e S , J 0•�
3-8" GATE VALVE (FLxMJ)
1 -CONC. BLOCKING -
_ _ 89 L. 8"0 D.I. W.M. �6-�F 8"0 D.I. W.M. G�8 5
/ 89.9 0 49.3' I
0 7+00
I 4--
0 0
� 5
ALLEY E
SEE SHEET WA-04
I II
-- I I I •
8"0 D.I. W.M.
93.9'
II I I 'i ROAD A
o pCL INT'X + I \
STA 8+dZ2A, ,-ROAD._AA^- -
�' - - , y5 -A. 31 +80.13� AL ALLEY & B
61:.
z 5 /4
' � ';'• 7+86.17, 17.�OT
J
STA.=6+78.32, 10.00' LT. --_ 1 ✓ HYDRANT
TA.=7+37. la, 7 LT. 41
i-v" 111i1 11LVC (1Lxiv1J) 1 �-1/�BEND Jx'MJ) ,,�
1 -CONC. BLOCKING '-CONC. LOCKING �' z
18 ALLEY C --
i
SEE SHEET _ 28 .69
ER
WA-03 '
.09 'L INT'X _ 40
TA 7+33.15, ROAD A
STA.51-61.35, ,4LLEY C, _D
' I 'L9 ,6S
17 � 27 � I 'I 39
- 1°500,
811 L.F. 8" 0 D.I. W.M.
9+00 79 5'
CI
STA.=9+07.24, 8.00' LT.
1L__1'1-8"x6" 'TEE FLxFL)
__L_" GAT
ALLEY A 1-C NC. LO ING _
SEE SHEET 29.5'
WA-OZ�� 8"0 D.I. W.M.
tj)
,It
Inn
I
nP
Olhok I
n
I
SCALE: 1 "=20' HORI;?.
1 "=5' VERT.
CONTOUR INTERVAL = 2'
)ROFILE 20 10 0 20 40
STA.=9+88.43, 8.00' LT.
1-8"x8" TEE (FLxFL)
2-8" GATE VALVES (FLxMJ)
1-8" GATE VALVES (FLxFL)
1-CONC. BLOCKING
CONNECT TO EX. 8" W.M. CONTRACTOR TO
VERIFY SIZE, DEPTH & LOCTION PRIOR TO
1 CONSTRUCTION AND NOTIFY ENGINEER OF ANY
\ DISCREPANCIES. SEE DETAIL ON SHEET WA-06
CONNECTION PER COR STANDARD PLAN 300.4
FINAL CONNECTION TO BE MADE BY CITY
PERSONNEL COORDINATE WITH CITY OF RENTON
FOR SHUTDOWN.
S
CL INT'X
STA 10+00.00, ROAD A
= STA. 2+87.79, S 132ND ST
M�
� I N 0co
T 1
b
c0 N O CID O N c0 c0 c0 CID c0 c0 -CO c0 rn c0 I� rn rn
Ln 0� Ln O r N r7 co r- 0� 00 O 0� 00N NO O I- O r-
O 00 M M 00 O N c0 00 O . N c0 co co c0 0)
Ln 00 Ln �`� a7 r, Ln Ln N� �M �O rn^ �^ 00r O
0) 0000 0000 0000 00 r, 111 r, M r N r O i 00 c0 O M O O Ln ^ Ln Ln Ln Ln r7 r7 rn r7
N N N N N N� N� N N^ Nt Nco Nt to NU) NU) NLO N� N� N� N NM NM NM NM N
N N N N N N N N N N N N N N N N N N N
30Q 285 1 285 260
EXISTING tPROPOSED / 1 EX. GROUND @ CL INT'X
R/W STA 8+82.24, ROAD A
W \ \ / I = STA. 31 +80.13, ALLEY A & B
ADDITIONAL R
/ I ELEV=245..94
295 280 280 255
1 I \
\ I _ EX. GROUND @ N. \
\hc CENTER OF CUL-DE-SAC 290 6 00q 275 2 8, .0 CL INT'X
i STA 6+26.68, ROAD A 0 STA 10+00.00, ROAD A
= STA. 71 +87,41 , ALLEY E � CL INT'X �!
ti! 3' MIN COVER = STA. 2+87.79,
ELEV=275.85 STA 7+33.15, ROAD A S 132ND ST
STA. 51 +63.755, ALLEY C & D (nP) ELEV=237.99
EX. GROUND @ 0 �� ELEV=266.70 \ PROPOSED GRADE @ �.
285 270 \ \ 270 245 ROADWAY FINAL SUBGRADE SHALL
BE ESTABLISHED AND COMPACTED
BEFORE EXCAVATION FOR
L \ \ \ \ PROPOSED
` INSTALLATION OF WATER MAINS IN
GRADE
FIRE HYDRANT 280 2 \� 265 240
ASS'Y \
\
FIRE HYDRANT
8" D.I. WATER INSIDE woo ASS'Y
14" DIAM. STEEL .00 ° 260
CASING. EXTEND
CASING MIN. 5' FROM II I
EACH SIDE OF FACE
OF RETAINING WALL
VERTICAL BENDS AND BLOCKING
REQUIRED WHERE JOINT
DEFLECTION EXCEEDS ONE HALF
OF THE PIPE MANUFACTURER'S
RECOMMENDED MAX DEFLECTION
PROPOSED GRADE @
Call 2 Working Days Before You Dig
811
Utilities Underground Location Center
(ID,MT,ND,OR,WA)
6+00
Z-3-ZO20
255 PROPOSED SEWER
2651 250
7+00
CERTIFICATION FOR AS-BUILTS ONLY.
SEE APPROVED PLANS BY ESM CONSULTING ENGINEERS
DATED JANUARY 30, 2018, JOB #1938-001 -01 6.
AS -BUILT
PROPOSED J -%N
STORM
FIRE HYDRANT ASS'Y
235
5 230
250 225
ALL CUT OR FILL AREAS. (TYP.)
FIRE HYDRANT ASS'Y -
PIPE CROSSING:
PROPOSED 8" SD BOTTOM EL=233.91
PROPOSED 8" WATER TOP EL=233.41
FOR CLEARANCE LESS THAN 18" SEE NOTE
1 TO RIGHT
8+00 9+00
II �
I I
I I
1 1
SEE DETAI
TO RIGHT
1
I
IN COMPLIANC
0 FIRST SUBMITTAL
ESM
08/30/17
SURVEYED:
SCALE:
M f
1 =20
HORIZONTAL: D1988
7983/1991
DATUM
•
CITY OF
VR RENTON
vuli
Planning/Building/Public Works Dept.
1 SECOND SUBMITTAL
ESM
11/15/17
DESIGNED:
PDG
2 THIRD SUBMITTAL
ESM
01/03/18
DRAWN:
DCL,
ONE INCH
CHECKED:
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
N 0.
REVISION
BY
DATE
AP P R
APPROVED:
U
u�
H
NOTE:
00
r
O
1. A 6" THICK ETHAFOAM PAD TO BE
O
PLACED IN BETWEEN PIPES WHERE
O
260 MINIMUM PIPE SEPARATION OF 18"
CANNOT BE ACHIEVED.
2. AN INDIVIDUAL 1" PRESSURE
REDUCING VALVE (PRV) IS REQUIRED
..
DOWNSTREAM OF EACH DOMESTIC
255 WATER METER BECAUSE THE STATIC
WATER PRESSURE IS OVER 80 PSI
PER COR STANDARD PLAN 340.5.
3. DCVA REQUIRED BEHIND EACH METER
IF BUILDINGS ARE 3-STORY (TYPICAL
FOR ALL METERS.)
250
GATE VALVE FLxFL
12" SD
(C900 PVC OR 45' FLxMJ
245 D.I. PIPE) 12•
TOP EL=234.51
BOT EL=233.41-
240 TOP EL.E--232.
VERTICAL BLOCKS
PER STD PLAN NO.
45' MJxMJ 330.3 & 330.2
4-3/4" 8"0 SPOOL
SHACKLE RODS FL (2'f)
235 WATER PROFILE DETAIL
NOT TO SCALE
230
225
WITH CITY OF RENTON STANDARDS
EARLINGTON TOWNHOMES
WATER PLAN & PROFILE
UTILITY PERMIT #
01/23/18
FIELDBOOK:
PAGE:
DRAWING NO:
WA-01
[SHEET: OF:
40 55
W-397103