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PORTION OF THE SW1 /4 OF THE SE 1/4 CITY OECTION ABERDEEN
INTERSECTION ABERDEEN
SEC 5, T W N 23 N, RANGE 5 E, e W, M, AVE NE & NE 20th STREET
FOUND BRASS DISK W /CROSS
IN CONCRETE MON
IN CASE (06103)
N_89 °57'48_ E 1326.56' MEAS)
- INTERSECTION OF JONES AVE NE GRAPHIC SCALE
& NE 76th STREET N E 16th STREET
FOUND BRASS DISK W /CRG'SS p o +o zo a m
IN CONCRETE W CASE (['6103)
STA 1 +03, 51T 26' PRIVATE ACCESS FEET )
48" SSMH 20'SHARED & CITY OF RENTON 30; o I 1 innch ch = 20 ft.
#2 -TYPE I DRIVEWAY & UTILITY EASEMENT + -
RIM EL = 305.66 UTILITIES SEE STREET SECTION rn
INV EL = 29-50 -17' 40 EASEMENT ON SHEET 5 PRIVATE STREET SIGN
SEE DETAIL STA 3 +00 (PRVTATE RD)
N 89 °57'48" E 32.29' STA 8 +70.45 (ABERDEEN)
82.29 50.00 50.00 2. $ 1 70.00 STA 2 +80 75 51T
177.75LF -8:0, PVC, S= . c
48" SSMH #1 -TYPE !
.... ' RIM EL = zn.�^1..20-.Tp -56
INV EL = - 291.44 _7 Ig-
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O
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Ox T STA 1 +45, 1 I 3T STA 1 +95, ? R f0' ; Lu
STA 1 +05, 1,6' T 6 "SS STUB 6 "SS STUB u
6 "SS STUB I 1E= 299.87 I IE= 298.26 1 1 �
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lE= 301.28 NOTE:
�� O I EXISTING SS STUB SERVING EXISTING HOUSE (1425
LOT 2 Itn O I LOT 3 I Lo
LL' O I LOT 4 O ABERDEEN AVENUE NE) SHALL BE ABANDONED. THE
f0 I O O 1 It) EXISTING SHALL BE CONNECTED TO NEW SS STUB
PROVIDED FROM NEAREAST SANITARY SEWER
O O W MANHOLE.
FF= 302.00 0
W'
2
177.75LF- 8 "� P VC, S=
FF= 302.00
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Z RIM EL = 302.49
!NV EL = 290.79
Z W
82.29
50.00
50.00.
70.00
N= 187330.9455
L E= 1664743.3713
'
C
F
N 89 °57'48" E
232.29'
30'
W•n
Q
N 89032'54" W
1328.72'
(CA C)
i
STA D +oo
NE 12th
STREET
CITY OF RENTON MON #71
INTERSECTION ABERDEEN
AVE NE & NE 12th STREET
FOUND 2 112 'BRASS DISK
IN CONCRETE MON IN CASE
(06/03)
320
310
300
EX PROFILE NEW DRIVEWAY 1PROP PROFILE NEW DRIVEWAY
2
320
Q
W o
O W
310
EXISTING k J
PA VEMEN T W U
f?!M EL = 305.66
N� INV EL = '�°� - -ten
z X7.63 °'°
M n
1 +00 PRIVATE STREET PRnFIL E
.a T77
R�IUL L. T94 F �R 3 Q*
300
STA 2+80.75, 51T
48" SSMH #I-TYPE I
RIM EL = 304.23
INV EL = 24 ;L-44 29. • %3
3 +00
N7/NJ %F%f9
R H.
H. 1 %
�pO�aR • T G Scow pE wAcH 0-d
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IOJ+AL 1 ��
AS —BULL T", NOM emus s zz /os ZONAL
"AS-BUILT" IS BASED ON ACTUAL FIELD SURREY
BY TOUMA ENGINEERS AND INFORMA77ON SUPPLIED EXPIRES 6!22%0s
BY CONTRACTOR.
RECOMMENDED
FOR APPROVAL
BY /lti. -.-/ /�-�. -�% O
DATE DATE%
BY�if,�4Pr -c� 3�
BY DATE 830- 003 -031
BY DATE
BY DATE°
A 0 , - ' /S`Cc' % SCANNED OCT 0 R -2o
sj
2
177.75LF- 8 "� P VC, S=
SCALE: HORIy
uER r'
I
= 1
= 1 " =10'
STA 1 +03, CTR
j
48 SSMH
f?!M EL = 305.66
N� INV EL = '�°� - -ten
z X7.63 °'°
M n
1 +00 PRIVATE STREET PRnFIL E
.a T77
R�IUL L. T94 F �R 3 Q*
300
STA 2+80.75, 51T
48" SSMH #I-TYPE I
RIM EL = 304.23
INV EL = 24 ;L-44 29. • %3
3 +00
N7/NJ %F%f9
R H.
H. 1 %
�pO�aR • T G Scow pE wAcH 0-d
o
C C��
Fe
e4W
ti 470
IOJ+AL 1 ��
AS —BULL T", NOM emus s zz /os ZONAL
"AS-BUILT" IS BASED ON ACTUAL FIELD SURREY
BY TOUMA ENGINEERS AND INFORMA77ON SUPPLIED EXPIRES 6!22%0s
BY CONTRACTOR.
RECOMMENDED
FOR APPROVAL
BY /lti. -.-/ /�-�. -�% O
DATE DATE%
BY�if,�4Pr -c� 3�
BY DATE 830- 003 -031
BY DATE
BY DATE°
A 0 , - ' /S`Cc' % SCANNED OCT 0 R -2o
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