HomeMy WebLinkAboutS-308218SEE SHEET C9
0) I I I l WARNING/
co J IN TX. STA. 6+58.64 EARLINGTON AVE SW OL YMPIC PIPELINE PRESSURIZED
~UziSTA. 13+37.32 S 3RD PL. PETROLEUM. CONTRACTOR SHALL
N N 0 N 177905.27 I CONTACT OL YMPIC PIPELINE A MINIMUM I I I I 0 20 40
c� E 1296002.56 E- 9 OF 48 HOURS PRIOR TO EXCA VA TION.
CB OL YMPIC PIPELINE PERSONNEL SHALL BE
CM INTX. STA. 6+58.64 EARLINGTON AVE S►N E 1 g.8 RIM-1 1 "=20'
�j C) j I STA. 13+41. 00 S 3RD PL. a - ONSI TE AS REQUIRED DURING I I I I O
E 12" N= 182,55 CONSTRUCTION.
C) oo + N 177904.09 E-180.2 a 5 E 12" s 182.45 z 5 co RI
E 1296006. 04 3nlaa o Q °jam e� K 3nlaa chi
O N ? 1lVHdSV ��� �' m �, �D �� N b 1lVHdSV T
D ^
`LJ IE=149.7 c� o — — o� —I z I — — — o — — — — — I— — �r — — —
Uj GRAVEL vidd o ■Lu
CA
Q DRIVE SSMH C2 2 �� 13nvaa `� �; 3AI8G
2 S H C3 Q
3AI80 'ON00
48"O IE=170.1 E-171.8 o S= 0 8»0 /
E=17t5 ` ON00
04 — oHP oHP off oHP oHP oHP oHP
� So 8„ CM 0D SC 8 C 1
ZOPL G OP L OPL �OPL G 0 L G OPL G OPL OPL G OPL G OP G L �/ w
w w W O SVO dl .z EARLINGTON AVE. SW Q
z w 0 0 6 419 AB 11.5% s w
d�„oI
w J +o0 8+ o s+oo 10+ Z �r C�
> w o 500 LF 8" L-52 DI POLYWRAP J w
N
0 - -
' \� J w SPHALT w W W W 10, � W W W w
U V / DRIVE S CNOC „5l — — \ 3nla
UOC�
13AYND \ 13AV
QQ STA. 6+34.3, 8.2' RT 4' CH. LINK I 3AWO
w 1 8 TEE FLxFL oNOo -- — -- — -- — — -- — -- Q w
D 1lVHdSV
1 8" FLxMJ ADAPTER °N0° �s CH. oIK o
8.3 RT=
w () �� � STA. 6+49.5, �✓ pp 4' CH. �IK O
(2) 8 GV (FLxMJ) rn SW 3RD PL. STA. 13+45.8, 9.0 RT o + + amda + 2 o
�j 3 (1) 8" TEE (FLxFL) ro 1lVHdSV °� STA. 9+60.1, 8.9' RT 3nlaa
w I (1) 8" FLxMJ ADAPTER I OI I (1) 8" TEE (FLxFL) °N0°
Cl) �' (2) 8" GV (FLxMJ) "
» ce RIM=1z1.v (2) 8„ GV (FLxMJ)
N (1) 8 VERT. CROSS (FLxMJ) (1) 6 GV (FLXMJ)
0 I.E. 12" S.=169.0
Z
Q NOTES
w
EARLINGTON AVE. SW WATER NOTES:
~ 220 220 0 3' COVER MINIMUM. (TYPICAL)
Q...................................................................................................................................................................................................... ......
2 2Q REMOVE AND SALVAGE EXITING
FIRE HYDRANT.
O A5j14 " WA TER SER VICE
210 .............. ......... 210
............................................................................................................................... .........................
REPLACE ENT PER STANDARD
�� ������� DETAlL3201 (TYPICAL FOR
ALL SERVICES) CONNECT NEW
z II METER SETTER AND NEW
J COPPER TAIL PIECE TO
CUSTOMER PRI VA TE SERVICE
IQ 200 ........ oHP..............................................................: . /..:. .............. ............. ..... 200 LINE
W
r. Q
2 2 Q 6 CLOSE VALVE AND REMOVE EX.
o o -� 0')
EXISTING GRADE
\ J J Mm VALVE BOX. (TYPICAL FOR
O Z Z m m o o : : ®:� ROAD : : ma a ABANDONED VALVES)
C\1 LC
190 Qo Qo. �., Lc,�.o22°'a' . . . . ................................. mm
� 90
ri O n �. �. �. N 11 . . . . . . . . . . ~ � N .� SEWER NOTES.
W J CIO z) 0
v�i I N N ago N 20 REMOVE EXISTING SANITARY
+ N .� o N pOLY RAP 00
�i N r SEWER MANHOLE AND REPLACE
z WITH NEW SANITARY SEWER
l 80 ': ':-'� : : — : : : : : :
`° � `o � � 52 �� I
.. !
EO II � 1. 500 . LP . . . .� . ... �. . oro
c� MANHOLE.
+ ± Q ao ao % $ PVC + O 6„ PVC SIDE SEWER STUB
k Q k Q W W W 2 W$. LF (AB) . Q p �, (TYPICAL).
419. ,x .�Q Co
00
70 ...................... .... � ................. �.:......... ................................................................................. I . . . . . . . ... . . . . . . . . . ................................... �..... . . . 70
60760 �� o Oo
: : : : :
+I
.....00
.. ............. ....................................................................................................................................................
�� Q� N�
140
x
..........
J NI
ljo
..... ...................................................................................................................................................................................
W��
A S-BOIL T
CO.Qi
+ + + -v.
DRAWINGS HAVE BEEN PREPARED FOR
120 AS -BOIL T RECORD BASED ON INFORMATION
} •.I .... . ..................................................................................................................................... .......
Q Q -� PROVIDED BY THE CONTRACTOR AND GROUP
FOUR, INC. SURVEYORS, AND STAMPED BY
THE ENGINEER,
110
7+ 00 8+ 00 9+ 00 10+ 00
Ew V. wEy� SURVEYED: SCALE: DATE
EXISTING UTILITIES ARE SHOWN FOR �°�°F WA VERTICAL: " HORZONT D 11983/1991 ,► C TY OF 2009 EARLINGTON WATER & SEWER IMPROVEMENTS 10/o2/os
��, .yc ], 2 AS —BUILT INFORMATION ADDED RVM/EZ 12/06/10 VB DESIGNED: � -2O •�
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, JH _ R E N TO N STA 6+00 TO STA 11 +00
ONE INCH DRAWING N0:
w — — — UTILITIES A MINIMUM OF 48 HOURS �oRFG44863\�ww CHECKEDAGIST, DC, Aw, 1H AT FULL SCALE DATUM Planning/Building/Public Works Dept. C 1 c5
T ONE IN
CH
w PRIOR TO CONSTRUCTION. FSS/ ONAL ECG APPROVED: SCALE EOACCORD ACCORDINGLY SHEET: OF:
NO. REVISION BY DATE APPR AG, DC, LH RECORD DRAWING/AS-BUILT 18 32
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 /l Civil Engineering
Land Use P/arming Biological Sciences
16030 JUANITA-WOODINVILLE WAYNE BOTHELL, WASHINGTON 98011
(425J775-4581 * (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