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NOTES
O
U 1. RIM AND INVERT IS BASED ON SHEET P4 OF THE BURLINGTON NORTHERN ORILLIA INDUSTRIAL PARK
W OF RENTON DIVISION II PLANS PREPARED BY GARDNER ENGINEERS SCANNED MARCH 28, 2003.
2. RIM INFORMATION WAS OBTAINED BY ESM CONSULTING ENGINEERS, L.L.C. ON JUNE 27, 2008. INVERT
INFORMATION IS BASED ON SHEET C4 OF THE SABEY CORPORATION ARCHITECTURE GROUP PUBLIC
STORAGE PICK-UP & DELIVERY AS -BUILT PLANS PREPARED BY DAVID EVANS AND ASSOCIATES ON
SEPTEMBER 18, 1997.
3. INVERT IS BASED ON SHEET C6 OF THE SABEY CORPORATION ARCHITECTURE GROUP PUBLIC STORAGE PICK-UP
& DELIVERY AS -BUILT PREPARED BY DAVID EVANS AND ASSOCIATES ON OCTOBER 14, 1997.
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EXISTING STREET
LIGHT, TYP.
C; 8D
F
C C C C C C C
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u
112'x15' WATER LINE EASEMENT
EASEMENT NO.2
REC. NO. 9806290895
1. E. = 14.38 8"0
SEE NOTE 2
CONNECT TO EXIT
CONTRACTOR TO '
LOCATION, INVERT, SIZE,
AND TYPE PRIOR TO
CONSTRUCTION AND NOTIFY
ENGINEER OF ANY
DISCREPANCIES.
CALL 48 HOURS
BEFORE YOU DIG
1-800-424-5555
15' WIDE BUILDING SETBACK LINE- RECORDING NO. 9701029004
EXISITNG 10' UNDERGROUND UTILITIES EASEMENT PER AFN'S 8202080435 & 8306240522
EXISTING GAS LINE, TYP. 12' X 175' PROPOSED SIDEWALK EASEMENT
EXISTING UNDERGROUND POWER LINE, TYP.
PROPOSED UNDERGROUND POWER LINE PER PUGET SOUND ENERGY PLAN
S.W. 39TH STREET
El
lL
e>• es
-P P P
SEE NOTE 1
0
APPROXIMATE LOCATION OF
EXISTING GAS METER
PUGET SOUND BLOOD CENTER
(EXISTING RENTON WEST) CABLE
OM DATA
701 SW 39TH ST
F F FI F\/ATI(-)N - P1 An
TRENCH DRAIN
N =
165456.12
E =
1295596.50
T.G.
= 17.40
1. E.
= 14.93
109 L.F.,
8'0 S.D.
@ S=0.50%
IN =
E = 1295931.91
1 - 2 DOMESTIC WATER METER INSTALLED UNDER
SEPARATE PERMIT
1 - REDUCED PRESSURE BACKFLOW ASSY IN HOT BOX
SEE DETAIL ON SHEET C1.06
"K- 20' WIDE TRACKAGE EASEMENT - REC.
9701029004
20' RAILROAD RIGHT-OF-WAY EASEMENT GRANTED TO BURLINGTON
NORTHERN RAILROAD CO. BY INSTRUMENT UNDER REC. NO.
8110210541 AND 9701029004
® CONSULTING
1 st Way South # 00 ENGINEERS L L C
39 5
Federal Way. WA 98003
FEDFRK wr �2e� ax-e1BOTHELL"
ELLENSB 425 415-26M
www.esmcivil.com °� 5°° °e2-2eae
Civil Engineering Land Surveying I Land Planning N 0.
Public Works I Project Management Landscape Architecture
YO DOMESTIC
WATER SERVICE
CONNECT YO DOMESTIC -
WATER SERVICE INSTALLED
UNDER SEPARATE PERMIT
N = 165519.38
E = 1295952.76
PRIVATE S.S. LIFT STATION BY OTHERS
N = 165467.04
E = 1295926.00
RIM = 21.00
1. E. = t 14.3
REVISION
REMOVE EXISTING 3/4" DOMESTIC
WATER METER AND CUT AND CAP
AT MAIN LINE
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7- A
_ 4
T., T �---- T �----- �-�
I I
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I I
n
SCALE: 1 " = 30'
30' 15' 0 30' 60'
u
EXISTING STORM DRAIN, TYP.
3
S�f8`lo
SURVEYED:
N/A
DESIGNED:
DRAWN:
M
CHECKED
M�
M
BY DATE APPR [APPROVED:
EXISTING 25' ACCESS EASEMENT - RECORDING NO. 9701029004
C
�'FY-
71
EXISTING YARD LIGHT
384 L.F. OF 4!'0 S.S. FORCE MAIN -J
MAINTAIN ORIGINAL VERTICAL AND
HORIZONTAL ALIGNMENT AS SHOWN ON
SHEET C6 OF THE SABEY CORPORATION
ARCHITECTURE GROUP PUBLIC STORAGE
PICK-UP & DELIVERY AS -BUILT
PREPARED BY DAVID EVANS AND
ASSOCIATES ON OCTOBER 14, 1997.
OWNER MAY CONSIDER USING CDF
FOR TRENCH BACKFILL. MATCH
EXISTING HEAVY DUTY LOADING DOCK
PAVEMENT SECTION.
SCALE: q //��
A :30
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATUM
Ain nQnF�Q(lAQS
N = 165390.35
E = 1296237.57
CONNECT TO EXISTING 6'0 HDPE S.S. STUB
1. E. = 17.33
CONTRACTOR SHALL VERIFY LOCATION, INVERT,
SIZE, AND TYPE PRIOR TO CONSTRUCTION AND
NOTIFY ENGINEER OF ANY DISCREPANCIES. SEE
NOTE 3.
C TY OF
RENTON
Planning/Building/Public Works Dept.
OV S 3f+'34%>l
PUGET SOUND
BLOOD CENTER
UTILITY PLAN
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40111
.. •/STER��G�
IO f M /dk.A.L-
RECOMMENDED
FOR APPROVAL
BY: DATE:( / ®p
BY: DATE:
BY: DATE:
DATE:
9-11-08
FIELDBOOK: El"
PAGE: FAM
DRAWING NO: /"R7
C 1.04
SHEET: OF:
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