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STA: 4+30.84, 4 0 �' L T
Sm CAP W1`TEMP.\ 2`4.0.
ASSEMBLY AND RMRUST
BLOCKING 4
PORTION OF THE NE 1/4 OF THE NE 1/4 OF SECTION 04, TOWNSHIP 23N., RANGE 05E., VI -M. EX. CB
CITY OF RENTON, STATE OF WASHINOTON RIM=441po1 \ s I LAI
"s INV=435.91 (18-N)
N call I
INV=435.46 (18"S) EX. CB
. 4 S"8d19'301PE 396.28'
II I RIM=441.03
36 II I INV -437 4 12"CMP
_ '19'30'
a 30.00'
\ 18 °
� u I
I
°
LOT 5
LOT�" ' A 4a 9.5 DEDIC T10N
3 11 I
❑, 972 sq ft. 4, 982 s . ft. \ LOT 2
u I
A TI 0.11 acres q 4, 829 sq. ft. d II ,
A 0.11 acres 0.11 4,831 sq. a n
acres LOT � II I
(PHI VA I F OF WNAPPROX. LOCATION CITY OF
CAUTION
RETENTION TRACT) _ _ = 0.11 acres 7,510 s .ft. u
' AKIN• FF 442' q SEATTLE 36 MMA �
436 N. FF -� o
(PUBLIC ACCESS SEMENT TO CITY) ,�,� 0.17 acres w _ n I -CALL KA IN ILLMAN OF SPU
\ MIN = hIIIN. FF = 442' / I w �;1 1(206) 6so-ldrs PRio" Tn
ANY WORK NEAR WA TERLINIE,
/ --�--- I
o a DK��NGy POT}IOLIWG, ETC.
\ . . . . a , II
qf I II
cuCc ti�chr Cx
86o 181R T isi n11 522 SA. 2+ 1* WATER METER, TYP.
i �l.
2
.26 r .... ' .... SFp
1a6
10' PUBLIC SEWR%WA TER 1.s5 f�433.22 O6 NW Wc,(l
PRIVATE STORM EASED INV10 PULIC SEWER/WATER & GRAPHIC .�SC
ALE
, INV433.05 (8E)
PRI VA TETORM EA SEMEN T \
�-------I I . . . .
o zo o 10, zo
-- - - - -- LIII �, , :•. � J I
---- /
a
S 6„ PC SEER SERVCE
..... STA. 2+45 . •. (u°j
Zs (�
SII I
I
STA. 0+00, 1 d'RT
_ 1
)
I .. ... ... . . . s
- - - - -- % STA. O+afI =439.95& (MATCH PAYING) IN F
EETO 200xTYPSTA. 1+42 INV=431.05 (80M) 1 inch 20
...... .......... ........ N8„ PVC
•7 I I
EX. INV= 430.95 (dN&S)
now so's WWI
.�. • # • « .
....... TR _AC T -`B
V.2 e 0 •1
EX. FIRE HYDRANT- - - �.
Ell 0
00
all We x STA: -0+1&6Z &91" LT
I I , _HOT TAP C014NECTM TO
.04
EX. 8' CITY 1111147ERMAIN
I i51
I� _ A ]
01 TAPPIING VAL If
1-6" GATE VALVE (FLXMJ) 112" 1-8" GATE VALVE (MJ) 1-8"X8"X6" TEE (MJ"WL)
1-8" GATE VALVE (FLAWJ) REBAR W/ MEGALUG FLANGE ADAPTERS ON r LEGS II I
n I
1-d" ADAPTER (n -*J) & CAP 1-6" GATE VALVE (FL)dWJ) I�
6" DIP CL.52-CUT TO LENGTH6" DIP CL52-CUT TO LEWIN
1 -FIRE HYDRANT ASSEMBLY\ \c� 1 -FIRE HYDRANT ASSY EEI W W
W/TFIM!'!!ST BLOCKING C,) W/THRUST SLOCKMMG SSMH RIM EL=439.45
IE 8"PVC(NE)=431.10
IE 8"PVC(N)=430.80
IE 8"PVC(S)=430.75
4•-8" 45■ B11 M0 (MJ)
1 �-8"X8"X6- TEE (FL.) LUW P/. � ►AC T + /U. Uu W/TMR+U T >�OpC
,\ �- " LOW PT ELEV: 440.65 � p' H
N 1-8� GATE VALVE .(FLXMJ) �as. 1. BMP'S SHALL BE PROVIDED ON EACH LOT TO
+ 1_8. GATE VALVE (FLxMJ) o PVI STA: 1+70.00 0 TREAT 1400 SQ FT OF IMPERVIOUS SURFACE
" o ao 0 0o HIGH PT. STA. +74.44
1-8 ADAPTER (F`LxtAMJ) �1 �,�. C�M1K� r PVI ELEV. 440.45
PER LOT. SEE TYPICAL BMP SHOWN ON THIS
0 0 0 o HIGH PT ELEV: 441.38
,, 6" DIP CL52-CUT TO LENGTH + K. 40.00 'n " SHEET.
�''. 1 -FIRE HYDRANT ASLY �.�N1 fF Let It N LVC: 80.00 ± o PVI STA = 0+55.00 0 2dt LFNd DIP Gti52
450.00- - --- - - - -- --- - 450 IMA TER�MAMN 2. ALL ON -LOT IMPERVIOUS SURFACES BEYOND
w/RUST e�.oE,IuG h��AU�t� �N °�
Co + tr- K 5.5. + - THE 1400 SQ FT PER LOT SHALL BE
PR POSED GRADE 6# W AM 06 '-� m o O STA. 0+15.62. 6.91 LT CONNECTED TO THE STORM SYSTEM THROUGH
A 1-4' Mt)D ru nc cn> > ru _ . C, yr, _ 54. 60 W HOT TAP CONNECTION TO EK PERFORA TED PIPE.
4 3 0. 0 STk 24 aK 1 !R r - - - --- ---- -- 430 I W1 1 u Ltivu 1"
" -- STA. 2+00 -SEE DEFLECTION DETAIL BLOWY
CAP W/ TEMP. 2 B. o. _-���- +�` 2 " " STA. o+ 1 a� r
ASSEbK Y AND TIMR'UST 153 LF, -8 DIP CL52
-�------ 112 LFNB DIP CL52 Rel ..441.62.. 1-d GATE VALVE (MJ) 20# LFNd" DIP 0X52
IMA AW
BLOCKWG WATERMAIN INV=433.22. (6"NMS WATERMAIN
RW 430.95f (MATCH PA MING)
nN=433.05 (8'E) MNV=431.05 (8V
.137 LF, -8" DMP GY.52
WA TERMAMV EX WVm43Q95 (8Nm)
4 2 0.0 C)- --- - --- - ----- ---- --- -- - - - - -- - 420
TRACT B APPROX. LOC�4TiDV GyTY OF USE d" D.I. CI.50 SUMER PUpE
SEA TILE 36'" IMA TERLIME TO 10' BYE 36" WATER
- 1 "=20' HORIZ. CALL KA TIMI ILl.AIAN � S�'iJ
-ITER LENGTH OF PIPE
1"= 10' VERT. - UNDER IMA T1ERK.MME
(206) WO -1875 PRIOR' TO -PIPE�DOIMNG PER & P. u.
ANY WW NEAR WA TER .IM
DIAD K PODM IAK EIC, SAC'S PER KATI ILLMAN
A(n nr�
O� �� `�`VJ `O NLfj � �O
d- op
LC) cc
n� �� n���
4+35.92 4+00 3+50 3+00 2+50 2+00 1+50 1+00 0+50 0+00
VERIFY
MEGALUG Ft-AN@F
41 ADAPTER, TYP.
HYDRANT TEE W/ MEGALUG 6'
ADAPTERS ON 8" LEGS EXISTING
36" WATER LINE
i
' 1' MIN
TOPOGRAPHIC & BOUNDARY NOTE
TOPOGRAPHIC AND BOUNDARY SURVEY SHOWN HEREON WAS
PREPARED BY TOUMA ENGINEERING IN 2014.
36" WATERLINE SHALL BE POTHOLED TO VERIFY EXACT LOCATION
AND DEPTH PRIOR TO CONSTRUCTION. THIS INFORMATION SHALL
BE PROVIDED TO ENGINEER FOR AN EXACT DESIGN.
2-8" 45' BEND (MJXMJ)
6' W/MEGALUG -F�
ADAPTERS, TYP.
CAU
CITY OF SEATTLE 36"
MNTERLINE -CALL KATFM
IILLAMAN OF SPU (206)
000 1875 PRIOR TO ANY
WORK WEAR WA TERLM&
DKW MG, PO7EKXAr4 ETC
L`aNCRE1E THRUST
BLOCKS PER C.O.R.
STD PLANS 330.2
do 330.3, SEE
SHEET C5.1
L
Amb- Ofth
..,�
F7
Know what's belOW.
Cell bore YOU ON
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JOB /MO■ 15515
DATE 10/26/15
SCALE 1 "= 20'
DESIGNED TJR
DRA MW JEF
CHECKED TJR
APPROVED TJR
$MET C 4. 1
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