HomeMy WebLinkAboutWTR2703051.1S CT7O 7, 70VINSHIP 23 NORTH, RANGE 5 EAST, W.M.
1-8' 90• BEND, MJ
A
ap
P/L P/L41
344 LF 8` DI P/L SEE NOTE 3 P/L SEE NOTE 3 P/L
8504 SEE NOTE 3 WITH POLYWRAP SEE NOTE 3 Ll
5 125TH ST 850G 8514 1 CGITY OF RENTON 8524 B530 L
5 125T SST ' 5 125TH ST WATER MAIN ONLY) 5 125TH ST 5 125TH 5T
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8500 ._._..-^-.,..---------------------,._ ,...-.....--- W----I r-----------------------._ _ _--------------------- w --�w ---- w ----w - w ----w --- w w
S 125TH ST w w- _w w W--__ - --------�
160 00� - ----- s +oo 162+00 PRIVATE ROAD IS. 125TH ST.)
51q REMOVE AND REPLACE
SENEGA AVE EXISTING GUARDRAIL -�
CONNECT NEW 1' SERVICE
PIPE TO EXISTING CITY OF
RENTON WATER METERS -
13LF8'DI
WITH POLYWRAP
CGITY OF RENTON
WATER MAIN ONLY)---'
41 LF 8' DI
WITH POLYWRAP
CGITY OF RENTON
U11NUTY NOTE WATER MAIN ONLY) -
THE UNDERGROUND UTILITIES ARE SHOWN HEREON BY
FIELD LOCATING SURFACE APPURTENANCES AND
REFERRING TO RECORDS. THE CONTRACTOR SHALL
VERIFY INFORMATION REGARDING THE HORIZONTAL AND
VERTICAL LOCATION AND SIZES OF ALL UNDERGROUND
UTILITIES BEFORE COMMENCING CONSTRUCTION.
REMOVE AND REPLACE
CEMENT CONCRETE
DRIVEWAY
8502 20 LF 8• DI
5 125TH ST WITH POLYWRAP
CGITY OF RENTON
WATER MAIN ONLY)-
P/L
SEE NOTE 3
i VERTICAL DATUM
F
NAVD 88
ICTY OF RENTON BM NO. RENT1333 i
AT CENTER OF11INTER5ECTION OF
F,
5. 125TH ST. 8c 84TH AVE. 5.
2G4
CITY OF REN I UN BM NO. RENT154G
I!
I
AT CENTER OF ! INTER5ECTION QF
5. 120TH 5T. & 84TH AVE. 5. III
I
ELEV. = 183.35
l
I
2G0
BA515 OF BEARING
WASHINGTON COORDINATE SYSTEM
- NORTH ZONE'
KC POINT NO. 3441 i
25G
+ti _181190_G5G4 _ E 1295717-1 90-
-
KG POINT NO. 3442
N 181303.G415, E 1293057.OGOOIj
i KC POINT NO. Z440
N 183839.3GG(q E 1295745.9790
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--
NOTE - --
- _252------
�PROPERTY BOUNDARIES SHOWN'
TARE BASED ON KING COUNTY
I
!ASSESSOR'S MAPS_
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248
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240 -
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Land Planning ■ Civil Engineering
Landscape Architecture ■ Surveying ■ Environmental Services
814 E. Pike St. Seattle, Wo 98122
Phone (206)324-5500 Fax (206)328-1880
www.huitt-zollars.com
wrR-17- has"/
STA. 1G4+97 2.2' RT
1-8' GV, FLxMJ
1-8' BEND 90% MJxFL
1-REMOVE EXISTING G' PLUG
1-8'xG' REDUCER, PE
1-CONNECT TO EXISTING SYSTEM
CBY CITY OF RENTON WATER DEPARTMENT)
1-G' SLEEVE, LONG, MJ
-� 1-G' SPOOL
NORTH
+__-EX_ 6' GIP
n
IW 21LF8'DI
WITH
C } --- ---- - { - + ITY OE''-RENTON
WA_TEI'MAIN ONLY)
164+00
- -.
1-8' 22 1/2' BEND, MJ
LUG
12.5G' RT STA. 1G1+G4, 55' RT W &* q0 BED Mi � 2
STA 1G1+55.G7, i
1-FIRE HYDRANT ASSEMB' Y XI T -
SEE RENTON 5TD DETAILLBR24,
PER APPENDIX A, PROJECT MANUAL
EX. 2' BLOWOFF �.
A55EM15LY
\w
SENECA AVE aN
IF
f
5�•
=0
----- _ -
1G2+00
BRYN IMAVVIR-LAKERIDGE WATER & SEWER DISTRICT
11909 RENTON AVENUE SOUTH
SEATTLE, WA 98178
PHONE C20G) 772-7343
FAX C20G) 772-58GO
1-REMOVE E SING 2 BLOW OFF ASSEMBLY
1-REMOVE EXISTING GATE VALVE
1-8' GV, FLxMJ
1-8'xG' REDUCER, FLxMJ
1-RE-GONNEGT EXISTING WATER SERVICE
TO 519 SENEGA AVE NE
1-CONNECT TO EXISTING SYSTEM CBY CITY
OF RENTON WATER DEPARTMENT)
1-G' SLEEVE, LONG, MJ
1-G' SPOOL
CEXISTING SANITARr SEWER M�'IHOLE�
NO.
STA.
OFFSET
RIM
1.[
1
1G1+47.g4
48.Co5' R
??
-
NOT DIPPEC
2
1G4+8g.8q
_
15.57' R
210.41
NOT DIPPED
C► EXISTING STORM DRAINA:�E GATGH BASINS
NO.
STA.
fF
LFSET
RIM
I.E.
1
lG2+gq.01
= q5" L
23q.85
NOT DIPPED
=38.82 C8"' GONG E)
_
IG4+81.34
_ a L
3
105+32.4
1 L
L
2u2.90
201.02 (8"' GONG N)
201.01 (8` GONG SW)
2104
2G0
_ 2`6
252
\ 246
I
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1G2+50
244
240
244
1G3+00
(APPROVALS
"A '6
o�
" "� 5•'�I� D,.trk.t Engineer
4 27407 �w
�s �tCIsTjop Date _
SJ0NAL ti~
4pprovol Exp. --
G LF 8' DI
- G - - ---- -- --- -_
S. 1Z7 TH ST.
65+00
-w- w`-
�. N w . S -11 Pt ace)
3
3
o
1. THE CONTRACTOR SHALL NOT D15TURB PIPE BLOCKING OR
j CGITY OF RENTON) '' E
SUPPORTS FOR PIPE BLOCKING WITHOUT FIRST RELIEVING ALL
SYSTEM PRESSURE� I WATER SERVICES DATA TABLE
.
2. FINAL CONNECTIONS TO CITY OF RENTON WATER LINES SHALL STEVENS C W
BE MADE BY CITY OF RENTON WATER DEPARTMENT. THE
CONTRACTOR SHALL PROVIDE ALL EXCAVATION, MATERIALS,
BLOCKING, BACKFILL, AND TEMPORARY AND FINAL RESTORATION.
3. 1' COPPER WATER SERVICE, METER SETTER, AND METER B(:•X
SHALL BE PER RENTON STANDARD DETAIL BR41 PER APPENDIX A,
PROJECT MANUAL.
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N
Ln
F;
rn
3
4. PROVIDE 1 1/2' OVERLAY, 5TA 1G0+00 TO 1G5+00. �' o
1G3+50
JOB NO.
15-0317-OG
DATE
MAY, 2002
DESIGNED
EVL, GMG
DRAFTED
CMG, 5CHL
t'CHECKED
DJH
SCALE
H= 1'=20'; V, 1'=4'
O i0
20 40 FEET
SERVICE TEE LOCATION
STATION OFFSET
LENGTH OF
SERVICE LINE
1G1+50
5' RT
14'
1G1+50
G' RT
1G'
1G1+48
1G' LT
39'
1G1+92
15' LT
11' i
1G2+97
1B' LT
11'
1G3+35
18' LT
12'
1G4+00
18' LTI
1G'
* FOR F►TTINGS REQUIRED,
SEE DETAIL WA02 ON DRAWING D-1
r-
V � � Mfwa301 10tli
244 F 220 j ! X
----------T .-- - -- - ---- - --
P O��E OTE
CONTRACTOR TO MAINTAINS
21G I 3G' COVER OVER THE WATER MAIN
I ION -
ANb SHALL
� SHOWNI ONDRAWINGEX GROUND a I OF SLOPE
j PIPE CL
WATER MAIN 15 SHOWN
5CHEMATIG'ALLY IN PROFILE, VIEW. I
212 PLAN_ VIEW 15HOW5 WATER'', MAIN
- , - EX GAS
SERVICE TO SGALEa ---------- 7 --- ------ -
GROSSING
i
EX STORM
205 DRAIN
-_ _. _ - - --- -- - -- CROSSING
I i N
204 }I I F;ECO�� MENDED O
- - - I ---- ----- - - N
8• DI ----- - FO APPROVAL
i
! WATER UTILITYENGINEERI{4G DATE
200
-2Vr ---- o
196
CALF. TWO WORKING ®AY
1 BEFORE YOU DI
1G4+00 1G4+50 1G4+97.83 1G5+05.93
1G.51' L 02.31' R -
revisions
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01r 5'1*2-• WATER MAIN REPLACEMENT DRAWNc NO,
F
PRIVATE EASEMENT�> � W-3
or,t;
AREA 7 - S. 125TP,, S. SHEET N0. o
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