HomeMy WebLinkAboutWWP2703549.8N
LT L
-91
0-
co
<7
N
CD
�i
ID
Q
z
w
z
O
k
�a
c-�
}
SDMH RIM=374.12
IE 8'CMP(NE)=370.92
I
IE 12'CMP(E)=370.52
IE 12-CMP(W)=369.62
IE 30'CMP(N)=369.02
IE 30"CMP(S)=368.92
G
EXIST
MH 5314 090
STA 10+30.73
EXIST
10" SD
cn
0
U)
G
i
KING COUNTY WETLAND AND STREAM
BUFFER LIMITS
BRIAR HILLS 11.25° VERT/HORZ BEND
No. 4 STA 8+06
4 GRIND AND OVERLAY
- 1 4-BRASS DISC W/PUNCH /
635D-11.14MIC 1125- VERT BEND
N=177437.113 STA 8+35
E=1316801.107
ELEV=374.17
(DWN: 0.3') LIMITS OF CONSTR CTION (TYP)
EXIST C200 TRACING WIRE
TYP STATION
=j-
148th PL. SE
UP (IiB RIM=373.83
GO
U) E 8 CMP(SW)=371
p � f
co
C
W 0
i�
- EXISTING UP
do
2
C-07 CPr1
635D-11.11MN/W
N=177587.910
E=1316805.701
ELEV=375.71
I�
m
m
i
EXIST TELEPHONE POLE GENERAL NOTES
I
z A. LIMIT PVC JOINT DEFLECTION TO A
O
0 - MAX OF HALF MFR'S RECOMMENDED
APPROX LOCATION OF JOINT DEFLECTION.
EXIST OVERHEAD \ 1 `
CENTURY LINK 4 PVC -� \
�CS'�, �� TELEPHONE LINE \ �-106R/ 8 14' 18` fj B. PIPELINE EXCAVATIONS SHALL BE
CONDUIT --- N=177801 336 = j CLOSED UP OR PROTECTED AT THE
E=1316600.520 8 ��!!`� END OF EACH WORK DAY.
v^` — -- --
�, ---E�1=38a,31_ 12,I�ii - -�; �
�I- ' ': DIRT TRAIL
' �X' --� + 4 , ��d m_- _ _ �-� ail() C. RECORD DRAWING LOCATION OF
`-C --- --_-.____ fr1= SEWER MAIN AS SHOWN IS NOT
(nr SUFFICIENT TO LOCATE THROUGH
�12" �z), PARK. FIELD LOCATE WITH TRACER
�mm WIRE.
24 11 APPROX LOCATION OF m
CENTURY LINK 4" PVC
MAPLE. CONDUIT 5
o
CD
KING
! , (-n +
1 xp® "AK - LIMIT�OP9NSTRUCTION (TYP) 5+50 � ® KEY NOTES.
�b EXIST p �
;'� 2"G ��80— _ 8 OPOTHOLE
CONTRACTOR TO VERIFY DEPTH BY
< 12 ; ' I PRIOR TO COMMENCING
8. - CONSTRUCTION.
i / 16
A Z� CUT UPSIZED PENETRATION WITH
HORZ BEND POWER SAW, NO HAMMERING
SID ' STA 5+79 ALLOWED. CONNECT NEW SANITARY
UNDERM')UND C) SEWER PIPING WITH NPC WATERSTOP
10 CONSTRUCTION / % GROUTING RING, OR EQUAL. FILL
GAS IE=373.3SEMENT (TYP) Xc�O VOID WITH GROUT.
® i 30 CMP /
o EXIST 11.25° HORZ BEND
h
� INSTALL NEW 60" SANITARY MANHOLE
� 30" SD STA 5+99 CP�12
It 11.25' HORZ BEND :.: 5 _ 9 / PER CITY STD PLAN 100.1.
35D 11.12MN
�a RIM STA 7+08
.v -=370.35 �. N-177869.
E=1316685.320
IE 30"CMP(N)4 AT COMPLETION OF CONSTRUCTION.
�- /
IF 30"(,MP(�)=37f),?n = 7 GRIND EXIST AC 5 FEET FROM ALL
-APPROX LOCATION OF CURBS AND JOINTS. PROVIDE 1-112"
CENTURY LINK 4" PVC ,�kOp _ OVERLAY FOR ALL PAVEMENT WITHIN
CONDUIT STUB UP 20' PERMANENT EASEMENT (TYP) �- LIMITS OF CONSTRUCTION.
60" O / = "- EXIST REMOVE CHANNELING TO MATCH
MH STA 314 0 6 ° 1 G �/ UPSIZED PIPE DIA, RECHANNEL PER
j �� CITY STD PLAN 400.1. SIM CHANNEL
ONLY. AS READ.
SEWER MANHOLE � � �' � � �' �
MARKING POST PER CITY -S% �' " CP#10 66 %14'-0"x6'-0" TALL DOUBLE CHAIN -LINK
STD PLAN 404.2 t� �+ s 635D-10.9R/C / " GATE AND FENCE TO CURB EDGE PER
N=177717.766
E=1316745.522 / WSDOT STD PLAN L-30.10-00 AND
�.
ELEV=378.22 , i , WSDOT SECTION 8-12.
o / / BURIED GAS 7 REMOVE SOIL IN 3' LAYERS AROUND
i PIPELINE MANHOLE TO PREVENT SOIL LOADING
i ON ONE SIDE OF MANHOLE.
AA
PLANO CNLSM PER P SDOT SECTION 2 09.3(1)E
SCALE: 1" - 20' TO EXTEND A MINIMUM OF 12" ABOVE.
FILE 8235C00 C 100 BELOW AND BEYOND EDGES OF PIPES.
0
172 LF z 360 LF
p N zZ 0
385 m m m m 385
�
APPROXIMATE ry � a
+ p +I o Q 1 N Q w� o w o ON O� O� �3
co EXISTING a)
0U� ®+I o��l +C�+I +_ +(D+I +>� +>v + + +
Q Q�� Q �N� Boa �Nn mLn� coLOr- I-�� GRADE `O�ti QL,r-
c~nwW c~nwW c~nwW U)wLu c~nwW U)wW U) w cU) c~n�W U)Lu c~n�W O
380 380 z
r
_ ( 1
APPROXIMATE EXISTING GRADE -�>
o101� W
375 8 Lu 375 z 1
U) rO
8 15" SS @ 0.010
w w
z
370 1 i i Q. 0 370
z
5�
I N5 CENTURY LINK 4" PVC CONDUIT LO
NOT SHOWN ON PROFILE, SEE <
0_022 DETAILS 5 & 6 ON C-08 FOR
LL1 365
365 15" SS @ 0.015 15' SS @ APPROX LOCATION IN TRENCH �
I _
_ 2 5
15" PVC SDR 35 15" PVC SDR 35
360 360
(n
EX 15" SS @ 0.004 --
w 5 BACKFILL: GRAVEL 5 BAGKFILL NATIVE
z BORROW PER WSDOT 3 MATERIAL
CO z C-08 z �O8
355 * ® CO SECTION 9-03.14(1) 0 355
LIDr `i? crc
I_? � c� Ln u LO
_ II co ch co
C T 7
+ tt C*� LO Imo- In
Ln
co r II _
< cc U> -`�` Z>
350 wc~n�c ? �co7yzz 350
STA 10+50 STA 10+00 STA 9+50 STA 9+00 STA 8+50 STA 8+00 STA 7+50 STA 7+00 STA 6+50 STA 6+00 STA 5+50 STA 5+00
RECORD DRAWINGS
THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED"0% ® PROFILE
IN PART ON INFORMATION PROVIDED BY OTHERS 1:04*
�� SCALE: HORIz: 1° = 20' vERT: 1" = 5'
FILE: 8235C00-C-100 S 0354908
THIS DRAWING SET WAS PREPARED ONLY FOR THE SURVEYED. SCALE, DATE
ORIGINAL 1 RECORD DRAWINGS TJW 126r13 LRK EAST RENTON LIFT STATION
PROJECT AND SITE SPECIFICALLY IDENTIFIED SEALED BY - -- - -- _ _ __. ___ __ _ _ _ ___ PACE ENGINEERS, INC HORIZONTAL. NAB°988889, �� DEC 2013
HEREON AND IS NOT TO BE USED ELSEWHERE AS INDICATED CITY OF
TYLERJAMES WHITEHOUSE -- -- - - - --- DESIGNED: ELIMINATION FIELDBOOK
03l19/2013
DRAWN TJW RENTON
- - - - _ _ _ - __- PAGE
Date BURIED UTILITIES IN AREA 49545 ---- --- ---- -- -- -- -- - - - - CHECKED
ONE INCH DATUM DRAwI
PLEASE CALL BEFORE YOU DIG -__-- _ __ ___ ____-____._ _ __..._ ___ ______ ___ BMC FTOT FULL SCALE
Plan ning/Building,Puhlic Works Dept. PIPING PLAN AND PROFLE STA 5+00 - STA 10+31 C-06
By a-4113 1.800.424.5555 NO. REVISION BY DATE APPR APPROVED SHFFT --
SCALE ACCORDINGLY
BRM 8 13