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CAUTION
LOCH TION OF EXISTING UTILI TIES SHOWN I.S
APPROXIMATE AND MAY NOT BE ACCURA TE
OR ALL INCLUSIVE. IT IS THE
CONTRACTOR'S RESPONSIBILITY TO FIELD
VERIFY L OCA TION OF U TILI TIES PRIOR TO
PROCEEDING WITH CONSTRUCTION.
Checked for Compliance to City Standards
Ii JI i I° II W--411 STA=2+87.19 I
-STA B+DD ABERDEEN A VE NE CL {{ I °; / • � :I;j ° ° ` °
r� o° I i ° �a � =STA 9+66.14 NE 287N ST CONSTRUCT! CL �� "
j `I `j I I 1 ° ° N 519517.9935 ll EXISTING GAS MAIN LOCATION / ° EX 60Nr
DRIVE
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t ° x i EX. g6NC ° Ex. BOARD FENCE x c�' SHOWN lS APPROXIMATE COORDINATE // ; : :. :�.� fI4 I ° --
EX. ° CONC - ° °. DRIVE x--- X v
I ° _ RELOCATION WITH PSE AS NECESSARY
I ° EX. CONC °
._ _ .� _— _.___ ° DRIVE
DRIVE ° I — -- F — __ _ 4 — — -- — -T-- ::.� FOR CONSTRUCTION OF SEWER MAIN �/• ' :: :.' :: - ' U Q°° r _ _ _ \ °
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--- ----- --��-- -r— -7— — — `- — j POWER GUY POLE W PUGET
wv W 411 STA=0+00 - x SOUND ENERGY
I 9+71.89 15.00 RT I x -
��A =STA 5+12.79 ABERDEEN AVE NE CL
CONNECT TO EX. 16 + ; f . -I 4o'F (I TREE TO BE REMOVED TYP
'N 519230.8070 WATER MAIN CROSS 1 z
I W/ CONCRETE BLOCKING � .1. I EXISTING 2" IVATER MAIN
E 1633010.2163 4.,F I wM ' I 1-16 x8" REDUCER (MJxM) I ®I I I m
TO BE ABANDONED IN PLACE
1-8 GATE' VALVE (MJxMJ)I � PER DIRECTION OF CITY
SHACKLE TO CROSS, SEE INSPECTOR AFTER ALL EXISTING
DETAIL, SHEET 19 I I ( WA TER METERS HA VE BEEN
CAP EXISTING WATER MAIN TRANSFERRED TO NEW 8" LINE.
( AT NORTH LEG OF EXISTING !r'F I LOCA770M SHOWN /S APPROXIMATE
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TEE. EXIS77NG WATER MAIN I.- I 1" WATER METER PER C/TY
TO SOU7H OF TEE IS TO I } *YA. OF RENTON STD. DWG. N0.
REMAIN IN SERV7CE.B106 ().
INSTALL ADJACENT TO
EXISTING METER. RDINATE
W/ C/ TY FORNEW C ONNEC ON
F I � ' � - • � • : - . •L. �'. ' AND ABANDONMENT OF
: 4t' EXISTING CONNECTION
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l 76"F I I''I:` '1 COORDINATE RELOCATION OF
¢ I: EX/STING MAILBOX WITH PROPERTY
Ia'-f w* ( I :`� ,�. � I � OWNER AS NECESSARY (TYP)
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PR07ECT THESE TWO EXISTING
PROVIDE 1.5 M/N/MUM VER77CAL SEPARATION
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77'•F
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TREES FROM DAMAGE DURING
CONSTRUCnoN SCALE: 1 �� = 20'
1
BETWEEN WATER AND ALL UTILI TIES
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: `•
00
I 0 10 20 40
I1�
ALL DUCTILE IRON PIPES AND FI TNGS I
SEE ROAD SECTION
SHEET 9
SHALL BE POL YWRAPPED
MA TCHLINE
STA. 11 +00v
SEE SHEET 17
INT 9+66.74 NE 28T1j' STREET EXIS77NG GROUND
8+00 ABERDEEN VENUE NE AT ROAD C
308
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EX. 2 "' GAS _ _.. — ...-
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k!;D.IaWATE`R MAIN (CLASS 52)r r _ _ ._ _304
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1 " WA TER Q�
I i EX. 2" WATER METER TYP Ld
Q EX 8 " WA TER ±
CONNECT TO EX.
m 16 WATER MAIN CROSS 1 Q
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EXISTING GROUND
ELEVATION AT
C'; (TY')
?°96`
z{ &� _— _ — -_
10+00
11 +00 6+00
NOTE• WATERMA INS WERE INSTALLED HORIZONTdLL Y AND
VERTICALLY PER PLAN. SEE MIRMAR CONSTRUCTION LETTER
DA TED 12/04/02.
EXISTING GROUND j SCALE: 1 "= 20' HORIZI
ELEVATION AT iZ TIP
1 "= 2' VERY.
7+00
X. 8 " WA
j
9+00
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ASSOCIATES
11814 115th Ave. NE
Kirkland, WA 98034-6923
425.821.8448
425.821.3481 fax
800 488.0756 toll free
www.triadassoc.com
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MICHAEL L. MATHESON, PE
PROJECT MANAGER
ROBERT E. WALLIS� PLS
PROJECT SURVEYOR
CLAY A. LODAII5; P£
PROJECT ENGINEER
JUTE?Y L COX, ASLA
PROJECT LANDSCAPE ARCHTTECT
FIRST
p SUBMITTAL DATE: 1/3%2
SCALE: HORIZ.: 1 "-20' VERT.:1 "-2'
EXPIRES: 10/22/04 ]
071O3
STAMP NOT VALID
UNLESS SIGNED AND DATED
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2003 TRIAD ASSOCIATES 01 01—
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