HomeMy WebLinkAboutWTR2703111.2EXISTING 8=
C.I. WATER U
TESTING DETAIL
cn
C)
E4
E4
, u -
C:
m 'rn
i
k
tz
CL
01
o
uy
L0
pe)
uj
r C4
C,
INSERT 2-71 C-AMIkir! 'Dni V_D11r_"' �IM-
SERT 8" CLEANING *POLY PIG" IN:
8"x8" VERTICAL CROSS (MJxFL)
2-8" BLIND FLANGES (ONE W/
2- TAP & 2- PLUG)
1-8- PLUG (MJ) W/
2" TAP & 2" BLOW -OFF
TEMP. BLOCK
CUT IN:
8"x8" TEE (FLxFL) W/ CONC. BLOCK
2-8- GATE VALVE (FLxMJ)
1-8" FLxMJ ADAPTOR
2-8" SOLID SLEEVES (MJ) OR RO-MAC COUPLINGS
1-8- PLUG (MJ) W/2- TAP AND TEMP. BLOW -OFF
TEMP. BLOCK
EXISTING 8" C.I. WATER LINE
NEW 8" D.I. WATER LINE
low DE—
WATERMAIN E
XTENSION PLAN..
NW 1/4 OF NW 1/4 OF SECTION 15, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M.
KING COUNTY, WASHINGTON
WATER PROFILE LOCATED ON SHEET C3 AND Cm
STA. 16+96.83 (NE 4TH ST.), 25' RT.
E
FIELD LOCATE EX. 8" C.I. WATERMAIN r.
X,,E19VE EAND CUT IN WITH:
SWER
_7 MANHOLE. . ...................... 1-8 x8- TEE (FLxFL)
2-8" GATE VALVES (FLxMJ) R lkl 4 0 1 9 4
---------- 1E _,,"4 2 CONCRETE THRUST BLOCKING
117: ----- 1 "POVE
-VE
—D R
---------------
------- -------
1-:11-llolln; ----------
----- - ---- ----- ----- --- ---
:mn: /t:--_ ------
- -------------
------ : __: ---------------
CAUTION! ------------------
+00 NORTHEAST 4th STREET`1 \ --------------------
+ 4+00 UTILITY CROSSING
8" WATER IE=385.0
00 XRA r
+00 18+00 'R?"E 2585.72'
S88*0�i. ,
---------- EX. r ss— —
E; k
------- ---
vz,. 20+00
•
- ----------- A -A 10"Ped
--- ------------ -- ---- F --- ----- .......... -4
EX.
................. ...... ... . . ....
-----------
..............
--- - --- I ___7 = !I! Z ....... E& if WATERMAIN
J, 7 ----------- I -
------------------ ........ ...0'", 1
...........
W?19
.... .........
...............
T.Ex. .
........ 7 lip tot 4 nfy
Z�E
--h---- Ewilf----------
7-----------
------------
FFER
BUFFER
03
ETSM FIRE HYD, Nater mete
REPLACEMENT REPLACEMENT ttj -
I A at PER
f TE 8
11 L
E- .... ..... ... .... ... ..... ..
WfAer voive
... ..... ... E)(. FHC
. . . . . ... ...
RIM 386.83
"TA 4-1. 95,40, 3,9,67--T %
106.03(24" NA
EX.
RIM=38&84 Q11 TYPE I
'Tt
�,-,T6 - - i - 7,0 4 0, 31,,,,:�
IE 38183 JAW) S -, 9+62,22� 39,67'RT
al
if
T..; . _� ", 11110=398-86
111=5 0 N)
'7 L II 0=39136 (W)
lb.v4Q.Qvv 0' m [:I i W)JI •, �4L�l
vc, --------
C, M Y . .. ..... .
P
.�NABL LOW!? PQ E)
Ilul III
INS
III I II CE
INSTALL- i OA. 0'
Bu0E i, O ::,.::::• 1 1, 8, 10 ilding
8;
21 LF 8" SIDE SEWER STUB 0 2.0% MIN.II HYORAN SE"BLY Lxmj)III II 1
1"x6p TEE C L IN
. ... .... ....
15' WIDE .. ..... .... ..
LOT 1 A 1 6" GATE Mi)
p BUFFER CITY OF RENTON
Ef, o if s h e d
ENCHANCEMENT WATER EASEMENT W) CONC. TH LIST PLO
LF D. I E 40E of East line,
N
EXISTING U
II ,
co
.T
,ri42 WIDE JOINT ACCESS :�*'. � 1. - �__ lo- . ..... ��ip
STA. 2+31.58, 1,0.00, LT.
-;j 0 F- F] (I El
AND UTILITY FA7MENT FAM] WE of Eost Hne,
0-90 TEE (FLxnFj-----1 if III
L TI NEW FH GATE VALV!:��MJ)
25 LF 60 SIDE SEWER NEW POST 0MCE
A f
Ij
STUB 0 2.0% MIN. ICONC. BLOCK rj
ENTRANCE 2W ME
2 ..... . ..... ..
.... .... !
tpvjm (D
Io33 III I II
-
15o' epo%sTM e 0
"W
IF-Ifte WATER ERVICE
:&.% 1 EX. F.H.
PER CITY STANDARD-\
i� 6
E II II
DETAL W 0
10 Cq 6 61,
N)
'P cuq
----------------
OL S88*03'09"E
U) WA
7—, zm
ALLAFTER TESTING, CLEANING AND DISINFECTION, pup I
SEWER S 10 _7 ------- I
des
REMOVE TEMP. BLOCK & BLOW -OFF & CONNECT V�f
4
1- - Ir-Ri SERVI -------------
1� 1 X�7 —'x
WITH 1-8-SLEEVE (MJ) & 8" D.I. SPOOLS AS REQUIRED v A
EXISTING 8" C.I.
WATER LINE
FINAL CONNECTION DETAIL
8"x8" CUT —IN TO EXISTING 8" CAST—IRON WATER LINE
CONNECTION P-r 4TH ST.
I EXPIRES 6-23- -0-6-1
W,
100
>_
m
V)
0 0
0
0
�2
_j
Ld ;�_,L
z
x CA
I < X Lj
LLJ LI-
C14
Lu
UcD
Z n C%4 N
cy aD UOR
Z
(0 00 C-4 r-
m 00 LWj
z
z
Lau
z
Z
V)
1
z
!2
V)
0
Lmu E
U-) LO
uj
V)
E
Lzu
m
C3
z
V)
C%4 Z: CN C14 _j
00 ui
_3 W
m
m
COL
0 C/)
on
0
af
U
09
z
0
z
ti
mr
�7_
0
Z
S
U-i
8)
U
Wv,
UW J
EL
WE
UW
J
U
CL
=)
CL
EL
Ir
w
--d- PO C-4 — z
ROADWAY NOTE:
FILL AND COMPACT ROADWAY PRISM TO FINISH GRADE PRIOR TO
EXCAVATION FOR THE WATERMAIN INSTALLATION.
EXCAVATION NOTE:
ALL TRENCH RESTORATION SHALL BE PER THE CURRENT CITY OF
RENTON TRENCH RESTORATION AND STREET OVERLAY DETAIL.
WATER NOTE:
5j-rlk CITY; STAND
FT�DMMAJI� B 06
EX. WETLAND U
BUFFER
q BOUNDARY
RE
PLACEMENT
1 .
0�336.71(36" CIMP N) Am
1 IMPACTED SE"NR, tvIA fl--Kr;
BUFFER R I M
:;EN
1E=378, 15 1 P%
. .............................................
15,378.31 10 FIN
STACO , GIRME -- - - - - - - - - -
39'7,`2(8" PVC X,
NE) / LOT 2 EX. 1
TO RE N
CI& *In
AT— --------- 25' WETLAND
TPACT A BUFFER 15' WIDE GRAVEL
------- ACCESS ROAD
WO,ANQ AND 5
L SEWER
O 8 INSTALL:
PVC ILVERT -
C-'
W-X
5+01.58, 1 0.001T.
FIRE HYDRANT ASSEMBLY
-8"x6" TEE (FLxFL)
1-6" GATE VALVE (FLxMJ) i
11 LF D.I. EXTENSION
WETLAND A CONC. THRUST BLOCK
(30,612 S.F)
r, CATEGO Y 3 WETLAND
1. PROJECT SITE IS LOCATED IN THE CITY OF RENTON 565 PRESSURE I 19 LF 8- DI (W)
ZONE, STATIC PRESSURE IS APPROXIMATELY 70 PSI. . ..........
In, .11h; 40"A"Alt: A
noh1/4
2. THE MAXIMUM AVAILABLE FIRE FLOW FROM THE PROPOSED 8" e i rtwest�
5
WATERMAIN IS LIMITED TO 2,500 GPM. ADDITIONAL WATER MAIN
EXTENSIONS, INCLUDING FIRE HYDRANTS, WATER METERS, AND FIRE
SPRINKLER SYSTEMS WILL BE REQUIRED PRIOR TO ANY DEVELOPMENT
WITHIN LOT 1 AND LOT 2.
3. ALL FIRE HYDRANTS REQUIRE A MIN. 3' CLEARANCE ON ALL SIDES.
SANITARY SEWER NOTE:
APPROXIMATE LOCATION
OFMAPLEWOOD CREEK
NEW DETENTK)N/WATER
FJ ov
OUMM FACILITY
EX. DRAI G E SWA E
Set rebonann (TO REM N)
- f8 F0_974 6
RElv-LA TO THE WETLAND MITIGATION PLANS -_ PE-60M
BY HABITAT TECHNOLOGIES FOR WORK IN IMPACTED
THE WETLAND AND SURROUNDING BUFFER BUFFER
1. THIS PARCEL OF LAND IS SUBJECT TO EAST RENTON INTERCEPTOR
SPECIAL ASSESSMENT DISTRICT (SAD). A FEE ASSESSMENT SHALL BE
ISSUED AT THE TIME OF DEVELOPMENT PRIOR TO ISSUANCE OF
CONSTRUCTION PERMITS.
2. THIS PARCEL OF LAND IS SUBJECT TO FAIRFIELD DEVELOPMENT
INC. LATECOMERS (LATECOMERS 8707). AN ASSESSMENT WILL BE
COLLECTED PRIOR TO ISSUANCE OF CONSTRUCTION PERMIT.
WETLAND CONSTRUCTION NOTE:
"QAP AND PLUG
CO WQ_ BLOCKING
, IS
BUFFER-
- - — - — - — - — - — - — - — - -- - -- jgPogbama,
Ifn II II I
ASP ME�T
EM*
T%
PER 111T mo
I III
444
; "I .: :
1�4115WIDE' z
CITY 0 N
wire fence
T . . ...............
WATER r-K
- ---------
Old
STA, 1+35NA! F.H.qq
LF i
o. 8:N4
WATER' C" 3r.: Coo 5 C) k 5? 1 M
... . . ........
. . . . . . . . . . . . . .
R CITY STAND
61
I .f� jection
DETDAII its ub
tot
INSTALL:
iA, 0-�- � 01 10
CONNECT TO EX. 8" MAIN
A STA. 5+20.70, 10.00' LT�`
INSTAL-L;�-.- - - - - . ... ..
mm ip (61 A, 1-8N8" TEE (FLxFL )
1�7 3-8" GATE VALVES (FLxMJ STA. 5+2219, 8109 LT. M -e floe 12
13NEI" TEE (FLxFL)
gy
CONC. BLOCKING 1
1 ATE E F M
NEW H CO C. R1 CKI G
EASEMEN -------
s.
. . . . . . . . . .
9s'z INS of SE 0
4 1
I I corner,
.4
15' WOE I..... ...... ..... ...... .....
WATER EASEMENT i
wn tro"r in
70 8" D.I.
7—
_LF
FUTURE
MP.
BLOW -OFF
-an,
n " ....-
P AND PLUG
WATER EASEMENT
............... . ..... �i ��
DE GRAVEL
By OTH
CONC BLOCKING
T, -: L..'z��c� ��.�
ACCESS ROAD
CONNECTION TO EX.
WATER SYSTEM
EE DETAIL HT. C9
Ai WETLAND B
(1,738 SF)
NOT REGULATED OER RMC
EX. WETLAND BOUNDARY
South iine of the north ../2
of the northwest E/-h o-,
SEVI?'ER MANHOLE Swoon 15
NOT FOUND, TH!S I....... Fcund,, N" rebar
i'00 0_1
SIDE SANITARY SEWER TABLE
O8"0 SIDE SEWER STUB AND CAP FOR
FUTURE CONNECTION
IE=3781±
O6"0 SIDE SEWER STUB AND CAP
FOR FUTURE CONNECTION
IE=383.2±
FOR n ova
By: Date:
By *A
DateO `X 20 Of
Date —
WATER SHEET C5
(0
L0
V)
0
z
im
0
W
b
Ob
File: P:\ 11 000s\ 1 1556\engi neering\ 1 1556- u.dwg Date/Time:9/21/2007 212 PM Scalel- = 40' LRE Xmt , z11556-b.dwg, pat-tdwq, z11556-sAwg, z11556-tdwg
0 T H E WS,
es
P6; Ld- ?/ / 105 SCMNEV
DEC OR, P17