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rAS-BUILT CERTIFICATION:0
HEREBY DECLARE TO THE BEST OF
MY KNOWLEDGEHAT
THE INFORMATION SHOWN HEREON REFLECTS THE
"AS
`.. ' .
1. RIM AND IN &RT IS BASED ON SHEET P4 OF THE BURLINGTON NORTHERN ORILLIA INDUSTRIAL PARK
-CONSTRUCTED CONDITIONS." THIS
CERTIFICATION
�y
OF RENTON DIVISION 11 PLANS PREPARED BY GARDNER ENGINEERS SCANNED MARCH 28, 2003.
IS BASED UPON WORK PREPARED IN
ACCORDANCE WITH
Q11
.J
GENERALLY- CEPT PROFESSIONAL
ENGINEERING
-
2. RIM INFORMATION WAS OBTAINED BY ESM CONSULTING ENGINEERS, L.L.C. ON JUNE
27, 2008. INVERT
AND/OR .SULL EYI. PRA TI E
; Q
INFORMATION IS BASED ON SHEET C4 OF THE SABEY CORPORATM ARCWTECTURE
GROUP PUBLIC
4195s
STORAGE PICK-UP & DELIVERY AS -BUILT PLANS PREPARED BY DAVID EVANS AND
ASSOCIATES ON
JONAT D. KARLEN, L.S. N0, 41959
0NAL..L
5
SEPTEMBER 18, 1997.
DA 6 -
3. INVERT IS BASED ON SHEET C6 OF THE SABEY CORPORATION ARCHITECTURE GROUP PUBLIC
STORAGE PICK-UP
j
&: DELIVERY AS -BUILT PREPARED BY DAVID EVANS AND ASSOCIATES ON OCTOBER 14, 1997.
W 15 WIDE BUILDING SETBACK LINE- RECORDING NO. 9701029004
v
0
Z EXISTTNG 10' UNDERGROUND UTILITIES EASEMENT PER AFN'S 8202080435 & 8306240522
Ir W
V EXISTING GAS LINE, TYP. 12' X 175' PROPOSED SIDEWALK EASEMENT
EXISTING STREET EXISTING UNDERGROUND POWER LINE, TYP.
0 LIGHT, TYP. PROPOSED UNDERGROUND POWER LINE PER PUGET SOUND ENERGY PLAN REMOVE EXISTING 3/4" DOMESTIC
0 S.W.39TH STREET WATER METER AND cur AND CAP
J AT MAIN LINE
0
G
i
p p p �` P P P
vp
PQSrIAJ fo TU NY 5-7147704 [�
o
�� �/' -� • ' y 1, EXISTING C.B. TYPE 1 f AStiN'Dol�b�AIVAT!'II.E=D u�-
a • •�L}fi- T.G. = 15,37 -T7C� 9 3
W jZ ! 0 APPROXIMATE LOCATION OF1)6
1 / f / �/ i , .. • . 6 �E♦t. �o I.E. = 8.91 @ %S'
EXISTING GAS METER
SCALE: 1 " = 30'
36' 13' 0 30' 60'
c E 17,15 5014.2S SEE NOTE 1 rE :• 12. 157(01? . 45 U <
� . �/ � � # � � I i � �CL �Z6 .>,s I
! f 'Rll`
I I � Is.
l ' R J2�SO8�9 .
f I l M 2. ., EX#S1TNG 15' WATER F.ASMENT - RECORDING N0.380929E>895
' n PUGET SOUND BLOOD CENTER T - 4 r
I�ELECOM DATA - � � � _
r c� (EXISTING RENTON WEST} cAeLE . ,eco AC � ED 7,20
n 701 SW 39TH ST frvi
N 16551�.'I F
�--- n F.F. ELEVATION � 21.40co
Wn
1 2" DOMESTIC WATER METER INSTALLED UNDER.
n SEPARATE PERMIT "-"'�'AU t
I ' , N I f 1 - REDUCED PRESSURE BACKFLOW ASSY IN HOT BOX ! T Ct'4 91 �° h
e r
SEE DETAIL ON SHEET C1.06 �--� Its! �
HOT' .ZS4x ( RENTON EAST
N = I 6G SI'� a $S .
TRENCH DRAIN MI1.i�, E = IqSQt$� $ 3"0 DOMESTIC n 501 SW 39TW ST
N 'H66466-1i� WATER SERVICE �
T.G. _ 4:?.40 � 11.51 CONNECT S'O DOMESTIC ( I t
t .,•:,,., .. :. I.E. _ -4 4.93-
� �,.�I.••• ` [ �, , WATER SERVICE INSTALLED
'ti. _ •....... ,,`: ; UNDER SEPARATE PERMIT
s
,'` °;� �; ` ;' , `•,.: N �= 165519.38 $ f11e11 T 1 y S� u►1r t� 0�?GE ?1�1 BtV AUC�NM FNT
f . � � E - 1295952.76 ,L .�. C� � �,�T�KAt�f' rBeaaL�'
WW PRIVATE S.S. LIFT STATION BY OTHERS 'pAerf'® -7 2 Zvi EXISTING S.S.M.H.
- N = 165389.57 t
l 4- N = 4646744" 165 46"7. ZC, --- o o E = 1296284.57
o E=- 95926.08 t 29 5 z, (,. I Q
r .RIM =-�..�9-Zo-�'7
' ��" I.E. IN = 45r;-4- 6" 0 I -71 U
♦ 8"0 S.D. RIM = �-A� Z.[a .'7 l � '� U „
I.E. = 4-Mam► IS.99 I.E. OUT = 15.29 8 0
" � � � ACC coR�ING n � o
(� r r (� (� r EXISTING 25' -
47 L.F. 6"0 HDPE S.S.
D D D D -'t^_r E:-
D p D
;
i 2'x15' WATER LINE EASEMENdm
EASEMENT NO.2
REC. 140. 98062.90895
EXISTING C.B. TYPE 2--48"0����
N = 165461.93 EXISTING YARD LIGHT SSMi- ` ssco
20' WIDE TRACKAGE EASEMENT -- REC. NO. _ ! 6S3'7'7. •
E = 1295487.45 9701029004 EXISTING STORM DRAIN, TYP. 16t7`!,$N = 1'65390:35 E 12462`1, 48
T.G. _ �• 38.101.49 384 L.F. OF 4 0 S.S. FORCE MAIN �I � g 20.2Z, E - 1296237.57 � � -?
I.E. = 14.38 12 P ails 21.1
I.E. _-44.a8- TO ILt •14 MAINTAIN GNME AL VERTICALSHOW AND CONNECT TO EXISTING TO HDPE S.S. STUB
I.E. = 12.30 (2)15 0 HORIZONTAL ALIGNMEI+IT AS SHOWN ON I.E. = 17.33 Z'E s !� . $� •
SHEET C6 OF THE SABEY CORPORATION
SEE NOTE 2 ARCHITECTURE GROUP PUBLIC STORAGE CONTRACTOR SHALL VERIFY LOCATION, INVERT, 4M11
CONNECT TO EXISTING C.B. CTUR UP do DELIVERY AS -BUILT S#ZE,. AND TYPE PRIOR TO CONSTRUCTION AND .....
CONTRACTOR TO VERIFY 20' RAILROAD RIGHT-OF-WAY EASEMENT GRANTED TO BURLINGTON PREPARED BY DAVID EVANS AND NOTIFY ENGINEER OF ANY DISCREPANCIES. SEE
LOCATION, INVERT, SIZE, NORTHERN RAILROAD, CO. BY� INSTRUMENT UNDER REC. NO. SPAR ON OCTO ID 1A4, 1957. NOTE 3.
AND TYPE PRIOR TO 8110210541 AND ,97=29004
CONSTRUCTION AND NOTIFY OWNER MAY CONSIDER USING CDF CQ A�Q
ENGINEER OF ANY FOR TRENCH BACKFILL, MATCH jV = /�53.0 ,>A��.
EXISTING HEAVY DUTY LOADING DOCKFILM
1 DISCREPANCIES. PAVEMENT SECTION. t29(a29-2. y-(
CALL 48 HOURS
BEFORE YOU DIG
1-800-424-5555
.
IRl M = 2� 19
DATh�
n1N*A 114 5 BYE
DATE:
�5 AN-TRI&IMav CavnK BY:
DATE:
T'P0jF'CT- CofYTRACM2 KEVIN SMIT14) FK NOL-DIFR5 TQW _ - 91 76L' 3
BOY - S S Z603
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PUGET SOUND
CONSULTIERS LLC ""�
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ONE IN DATdtw4
Planning/Building/Public Works Dept.
UTILITY PLAN
{
C 1 004
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can . Isd l�ew I+aa o N O . REVISION BY DATE APPR R SC" ACCOM movm 01'"
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