HomeMy WebLinkAboutS-199407REFER TO SANITARY SEWER PLANS REFER A9 WATER PL A NS FOR
FURTHER DErAILS
FOR FURTHER DETAILS
CAUTION: PeorFor /2 ".H/ PRESSURE GAS
rx q TYPE MAIN DURING CONSTRUCTION
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,-OVERLAY PAVEMENT CUT Fj?0M
ti 57A. 95 ASS TO STA. 96,x?O.
REFER To PERMIT Fov? ED
RJOD�LM(T
CONSTRUCTION PE
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97
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95
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INTERSECTION
0 00 PARK ENTRANCE 95, 04.79 LAKE
LAKE WASHING WASHINGTON BLVD.
TON BOULEVARD z
THE CONTRACTOR SHALL PROVIDE A CAUT40N: PROTECT
TEMPORARY 18 "CMP BY. 4 5S STORM UNDERGROUND POW-0
DR41N IN THE APPROXIMATE ALIGN- CABLE OURINGOON
MEW SHOWN E.-X. GU FA L
STRUCTION,
29.3 METRO NOTES
RIP, Sanitary Sewers
RIW Lincoln Property co. - mati.. Lndi.
satisfactory certification pursuant to terms of Metropolitan
Council Resolution No. 2933 and construction plans for the
a Project have been Submitted
above approved, and reviewed. The plans
rd, Subject to the following:
amls
Of this Office
(phone 447-6676) shall
be notified at least two worki.9 day. prior to construe-
REGRADE DITCH FROM THIS 26'x 26%WK 8 BORE PIT'S
tide in the vicinity Of metro's 96-inch diameter last-
' WITH SYPRED 51DEWALLS ..Ide Interceptor Sewer.
POINT SOUTH AT /.0 MIN. SLOPE
I- to, b 2. During construction, no debris shall be allowed to enter
metro-s interceptor sever.
4
-NO TE: OL Ed IV DEBRIS FROM Er. 12 1NT4 KE a 3. Plans for dewaterinq adiacent to Metro facilities shall
be submitted to -* Jim Hawthorn ,or Metro review and
OUTFACE PRIOR 70 ANY ✓ACK8 BORE CON- approval at least five days prior to construction.
NEW 18"INTAKE
_IE VAS
STRUCTION. PROTECT INTAKE 8 OUTFACE O�50 4. The connection to the 96-inch diameter interceptor sewer
WITH 18"DEEP RIP RAP (4' TO 8'�4/11GULAR shall not be backfilled until it has been inspected
ROOK UNDERLAIN 8)'MIRAF/ 140- IV and approved by Metro.
ILT
F E� FABRIC. A
5. The new connection to the interceptor - shall be
made at the npring line oan96-inch pipe (48 inches above
invert) by core driliLiq d use of a Kor-N-Seal Boot
. ..... a. distributed by P.I.P_.E., Inc., 4601 South Orchard,
Tacoma, Washington 98409, (206) 623-7772.
4
6. The cor.nection shall be plugged and not put into service
until the tributary system has been cleaned, inspected, WITH SOL /O ROUND W tested, and approved by the city.
�3 80'TEMPORARY CONSTRUCTION E45ENFNr------10-
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12 "1 E. L9.40
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Q:
41
30'PERMANENr
UTILITY Ea sEmEN7
6
12 1E. 28,6� 6
f-, .9p PATE
18'zEEP RIP- RAP(4"ro8`AA061ILAR ROOK) A �C A 46' 34
PROTECTION, UNLER-41N By MIRAF1 140-N Z
t L WIs
ER FABRIC
VIA
00
P-5 2.5 'x 2.5' CB TYPE-Y-54" ZA
NSEWERNHA (LOC A SHOWN) WITH
ROCKS (APPROX.)
mAINrAIN lowq. covER A,, SOLID,
RESTORE TO ORIGINAL GRADE C AS S1'10 NI WITH ROUND LOOKING COVER
10 ROUND, LOOKING
0
�6OLVEA
J
LF
4 "CMP S
3:4,41AX 24 041 U-,- STORM
I.E. 4. 17
125'- 2 4 coNcRE rE STORM t*A IN Lv
-CORE ORIL ING TT Al ,
PER CO T
Ar
BELOW
x
r
METRO MH 13
:7-
TOP _��60
8 -MATCH EXISTING SWALE FLOWUNE
(SL 0. 00086
C AIR
--------
6- 4)Q225 A4�
TM
-4-
BUIL 6
A S
-Nr
of xcvrU7'111TY`EA_,,-mE
s i APPROXIMATE LOCA 770N OF 96°
1 SCALL
RIW TRACA'S R1W LAKE HASHINGrONBLVD. DIAMETER METRO SAN SEWER DARIM, CITY OF RENTON
............... R. R. - ------ ------ ----- -------- ...... ........ ............. .................. 1 432 TO Lv OF PARK ENTRANCE
--- - ------ ------- .............
...........
- ------ --------- --- --- . ........ .......... ....... 0 1 `V 55.70
rio! - --: -i . .. 1. � I ...... B.1W #464 ZL_
7 _7 .... .... .... ... ..... ................
.. ........... .......
6
........ 6' RR SPYKE ? YLIP N-W FACE OF DP
............ ....... ...................
...... ; ....... IT ..............
40,. ON EA S T SIDE OF I A' M V0. IN
.... ...... ......... .........
...... 375
........... .... ..... . ............ ,;EV AA9,V CV41F0 STEEL
...... ....... (NO-
CD: GRADE AL-5.
....... .... ..... Fi?oNr oF GRIFFIly Housf:
r I j6"NoN_cqArED STEEL cAsm(asoo-
-
- - ------- FINISHL ............
to �_?0vow-coArED STEEL CASING rH IcK a 356coPs I m. y s)
X": :,-
..........
PyP
THICK 8 35000 P$I
..... .............. - ------ - ---------- - I �.T wA-rEff - - 'fR METRO REVIEW REL
: (64rEt97r0'iWA rrxrkm Y. C4S-f1VG (0.3n AYZ
HART PER CITY OF RENY(N R�IVJEW TR_EL
--- ..... ;a.F14RTHFR-0ErAJkS) .... a 35000 PSI M. Y 5)
:S 7�" MOAI� ....... . ......... ... ..... -)ESCRI�-ITION
------------
04 ORP
er Pvc, SANITARY
30 5'M& 00", SEWER CONFORMING GALV STEEL (ASPHALT
Oi/ _CTff -1 - TO ASTM 0- 3034(SDR riEqrMENT I.004TED),OR
,�=To A
......... ......... Mo LINCOLN PROPERTY CO
R R
AN
35) 1464 /3''x 1/2° IRON WATER MAIN 11400 SE 6th SY Suite 220
125 - - ----- ------- ALUMINUMS7 Ut A N� 5 0 DUCTIL E
25
CORFJa,:TIOIVS
"BLOWU SAND 8=-
......... ... ................. BelleVl;e, WaShIngton _98004
F
-ey COAL -ORLUMMF a V5E OF A X0#
------- ... ..... A860
"FER - TO. SAMIARY SEWER -PL
h, FILL BETWEEN CARRIER
A 1A
O�Z _R 2 ........
(A8G0
20
j
lv
aVY4 9AW "Qr 1 AN
-j;;l1t�v ..... IWWRMN LANDING FOR FUfiTN£! 2L2O`S7_FFk 19ASfNG& M MR a:.q41V1rAkY SEWER PIPE
MrTR 'W�.5 ....... ........ ...... EX4C-r-9EP'TH: 8 SrEEL CASINS.
A:dAslkij tst6?* DRAlik F-5�10HING PLAN MYST-SE. PREPARED By T14'r ... ...... L BE SEAL 807HENDS OF
Aivig: i-�� LL 7HREF CASING INVERTS SIVAL
-1.0%-MM SLOPE �JACK 8 BORE'G 7AXGI`OR� r ...... IDENTICAL, -25.� @ UPHILL END 8 THE CASING WITH A
SANSEWERMH. : : : : : 'UM1( B. N. R R. JACK 8 _R ORE P/L Ah!
- ----------- ?W/V ... MOWN. A 12G2 PACIFIC SEAL 11110.
*V
........ ....
-?5. GO@ DOWNHILL END. 12 THICK 09OU T PLUG !206) e4S4-3743 OR BE35-7677
15 ---------- ------ ......... ......... CASING SPACERS (THREE
......... - ---------------- FER PIPE SEGMENT)
+WTYhV rhF ........ . . ............ ... . ...
PLANS
T�Zf L11LV7ERSE
RILM-1
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AX_
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......... _R SCAL
2L - ---------
--------- ......... ......... 00008 ENGINEERS, INC.
UP AE: /�rl�$
9.'*;-R-: R1W ..... . P. UF
---------- --------- .......
B,�lz four) - �ff. 4�� - ------------- --- - ......... ......... .........
....................
/0 ------------- ----- 4205 - 14e th AVENUE N0RTHEAST
64000N. 4$ :I"--10!H0R1A0&T4L I
....... ---- --- -------- ......... ...... .........
---- --- BELLEVUE, 'VVASHIM�-TON 9B007
Ir, �P, ...
......... ......... ......... .........
------------
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......... ......... ---------
......... D\NN D. PPER BOOK PROJ NO
------- ----------- .......... 41AGK a BORE SECrION A ®�
... . ............. t&LtF.,-oN.AR&M N.4-iqF66 A� .................................... J ................. ...... . . ............ ................................
24 /.E, eS--V- 25.53 901;�7 ...................... ................ 2'- 0 OaTL MAY ;_985 81011C)
AF-.0 R LEWIS, JR.,PE SH T 0, 15