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2-Aw o, i i i WARNING/! o, v, N
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A- °a OL YMPIC PIPELINE PRESSURIZED T s `�'`
9� PETROLEUM. CONTRACTOR SHALL �� U)
3 CONTACT OL YMPIC PIPELINE A MINIMUM I o w
OF 48 HOURS PRIOR TO EXCA ATlO D I ��\ rL, JJJ� I SD MH RIM=134.96
E. 1 N. 133.6 Lu
f i OL YMPIC PIPELINE PERSONNEL SHALL BE 9 "� N
n a > I.E. 12" E. 128.2
ONSITE AS REQUIRED DURING Ce RIM=112.91 o'er I.E. 12" S. 128.0
12 (� CONSTRUCTION. E. (ALL) 110.4 8 I� I Q
Q SSMH RIM 112,76 z
Z IE 8" CLAY N,S,W=103.6 O o
v z i1 �N �i 5 �0 zoI, -EI oNI>18Vd ao `O O
w W !� a I� I
(� x 1lVHdSV + +
_ _ 6" JUNIPERS
C�' 7. 71 =13 _T
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0'96-31 9'96-31 T 38 ,ti x c� 2 �� ❑ OOOM ,t �/
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OHP OHP OHP P OHP OHP 0 P OHP
SD SID S0 Q ON00 „OL SD SD ❑ T
\ OPIL SD OPL OPL OPL G OPL OPL G OPL G Ir OPL G L OPIL /
" 2" IP GAS G G 274(L� sv" P "a ® 18.9 (AB) G o G z" IP GAS 6 v
_ EARLINGTON AVI:. SW Q
— 0 7 1 00 s — 2+0� — � �F 8 PVC (5� 3 _ + — , p -+ w w
260 AB
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INTX. 1+00.00 EARLINGTON V . SW— ° y (1) 8"x6" TEE (MJXFL) Z
Q W
STA. 35+03.47 SUNSET BL SE SHEET 5 � 6 ���— 2 (1) 6" GV (FLxMJ) ° — � � — ������—
N 177373.21 ( (1) FIRE HYDRANT ASSEMBL Y NNn -HO ,9 I ''
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01:E 1295832.36 + I
W N 5 (1) 8 GV (MJxMJ) a
CB RIM EL.- 99.24 a CB RIM=138.53
F IE 12" N= 96.84 I I ABANDON EX. 6"W I.E. 12" N.=133.4 W
LE. 12 W.=130.4-Z
Q + ° IE 12" W= 96.89
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O EARLINGTON AVE. SW °°
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O ��
m Do
140 z� �o140
.................................II.......:..........:.................................................. .............................. �.�. 65.......................................................... .......
OO
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W OTES
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WA TER NOTES:
a> �LuQ=
20 . . . . . . . ... . . . . . . . . �. . . .�. . . Z �" 1* . . . . ... . . . . . . . . ... . . . . . . . . . . . . . . . . . . ... . . . . . . . . ... . . . . . . . . ... . . . . . . . . . . . . . . . . . . ... . . . . . . . . ... . . . . . . . . ... . . . . . . . . . . . . . . . . . ... . . . . . . .. . . . . . . . . . . . . . . ... . N . A.,V.CQVER MINIM.UM.. (TYPICAL.). 2O
o� 1
o : EXISTING GRADE : 2Q R: EMOVE AND SALVAGE EXISTING
O`0O
FIRE HYDRANT.
110 �+ W �� w W �Uti+ : : : : : ®:ROAD : : : ± : 3 „ 110
M. . . . . . . ... ... ... ... �LQ /4 " WA TER . SERVICE . . . . . .
Jn + + REPLACEMENT PER STANDARD
DET? i ? ^� TYPICAL FOR
O ALL ASERVICES)(CONNECT NEW
—� ° 472 LF 8„ CL-52 DI POLY RAP
O METER SETTER AND NEW
1 OO MER PR V E S CE
COPPER TAIL PIECE TO
�.� 100
........................... .........................
�6 LF 8 PVC . ®.�. o. ... ... ... ..
° 260 (AB% (AB) : : : : LINE.
A6CL OSE VA VE AND REMOVE EX.
VALVE BOX. (TYPICAL FOR
9 0 O W W ABANDONED VALVES) 90
........................................................... ...................... ....................................................... ..... ......... ...........................
Q
SEWER NOTES.,
X Dd
+s + +
coNNEc r TO EXISTING
00 Cl-SO +I � O W � : SANITARY TARY SEWER MANHOLE. SO
..... �.k.....
N 2 REMOVE EXISTING SANITARY
o SEWER MANHOLE AND REPLACE
A S-BUILT WITH NEW SANITARY RY SEWER
CO MANHOLE.
70 I DRAWINGS HAVE BEEN PREPARED FOR 70
. . .Q6".P.VC.SIDE. SEWER.STUB. . . .
w M AS —BUILT RECORD BASED ON INFORMA TION TYPICAL).
`v W O +I PROVIDED BY THE CONTRACTOR AND GROUP
FOUR, INC. SURVEYORS, AND STAMPED BY ® INSTALL 28 LF 8" PVC SEWER
k Q AND CONNECT TO EXISTING
60 °a O �� THE ENGINEER. SANITARY SEWER MAIN, 60
1 +00 AMI+00 3+00 4+00 5+00
Ew v. wEy� SURVEYED: SCALE: DATE
EXISTING UTILITIES ARE SHOWN FOR �°�°F WA VERTICAL: " HORIZONTAL-- D 11983/1991 ,► CITY OF 2009 EARLINGTON WATER & SEWER IMPROVEMENTS 10/02/09
�ctic ], 2 AS -BUILT INFORMATION ADDED RVM/EZ 12/06/10 VB DESIGNED: 1 —20 •�
ONE CALL REFERENCE ONLY. CONTRACTOR N z 3 AS -BUILT INFORMATION ADDED AW 11/20/12 AW, JH � PLAN AND PROFILE: EARLINGTON AVE SW PGEBOOK:
SHALL FIELD LOCATE ALL EXISTING DRAWN: AW, �H _ R E N TO N STA 1 +00 TO STA 6+00
ONE INCH DRAWING NO.
w — — — UTILITIES A MINIMUM OF 48 HOURS tea, RFG44863\�ww CHECKED: DCIST, AW, �H AT FULL SCALE DATUM Planning/Building/Public Works Dept. C 14
w PRIOR TO CONSTRUCTION. FSly ONAL ECG APPROVED: SCALEIOACCORD ACCORDINGLY SHEET: OF:
NO. REVISION BY DATE APPR AG, DC, LH RECORD DRAWING/AS-BUILT 17 32
u_
W 3082
AS —BUILT
THESE CIVIL PLANS HAVE BEEN PREPARED BY CITY OF RENTON.
HOWEVER. GROUP FOUR, INC. HAS ADDED AS -BUILT INFORMATION TO
THESE PLANS.
GROUP FOURInc.
Land Surveying /� Civil Engineering
Land Use P/arming Biological Sciences
16030 JUANITA-WODD/NVILLE WAY NE BOTHELL, WASHINGTON 98011
(425)775-4581 " (206)362-4244 `' FAX(206)362-3819 ' www.GRP4.com
No.
REVISION
DATE
BY
1
AS-BUILTS
12-3-10
ESZ
G4 PROJECT N0. 09-4193