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Know what's below.
Cal before you dig.
CB -A
RIM =
396.32
12" CNC E
= 393.74
Dote:
0y�°F
'D
PROPE CORNER
12" CNC W
= 393.74
to
IE 18" ADS=393.66
8" CMP SW
393.94
CB- B
RIM -
396.29
8" CMP NE
= 394.21
CB -C
RIM =
395.94
12" CNC W =
393.16
12" CNC E =
393.16
A 1n`Op0 .. .. .. .. ..
�>
8 CMP S =
4
39 .44
-
CB -D
RIM =
396 08
I E 8 C MP N
= 395.00
MH-
SD E
RIM =
39 7.47
NOT IPP
0 DIPPED
CB -F
RIM =
397.50
NO PIPES, GOES
TO SDMH
SDMH-G
RIM =
398.01
18" CNC N =
393.53
N
18"CNC S=
i
DO
18" DI E =
393.56
C3
18" DI W =
393.55
CB -H
RIM =
396.01
12" ADS N =
394.11
SDMH-I
RIM =
397.47
12" ADS S =
393.89
00
12" ADS W =
393.85
LO
to
18" ADS E =
393.77
18" ADS N =
393.77
CB -J
RIM =
402.32
NOT DIPPED
CB -K
RIM =
401.71
12" ADS N =
399.71
CB -L
RIM =
407.07
NOT DIPPED
CB -M
RIM =
399.56
NOT DIPPED
CB -N
RIM =
400.13
WATER LEVE L= 393.60
BTM STRUCT.
= 391.98
CB -0
RIM =
399.11
12" ADS W =
395.28
12" ADS S =
395.29
SDMH-P
RIM =
399.27
18" ADS E&W
= 395.12 (TOP PIPE)
(PIPES GO THRU
STRUCT.)
12" ADS N =
395.17 (TOP PIPE)
CB -Q
RIM =
398.95
12" ADS E =
395.50
O
12" ADS W =
395.50
6" PVC S =
396.05
SDMH-R
RIM =
399.69
18" ADS E =
393.87
18" ADS W =
393.87
C�
12" ADS NNE
= 393.97
CB -T
RIM =
398.25
12" CONIC E
= 394.20
12" CONIC W
= 394.25
Li
12" CMP S =
394.25
CB -S
RIM =
397.91
12" ADS E =
395.26
12" ADS W =
395.31
SSMH-A
RIM =
399.56
24" D.I. E =
383.34
C)
a
i
24" D.I. W =
383.26
8" PVC S =
391.76
SSMH-B
RIM =
396.92
24" D.I. E =
387.42
1O
24" D.I. W =
387.17
SSMH-C
RIM =
400.58
24" D.I. E =
389.58
z
U
24" D.I. W =
389.50
8" PVC S =
390.54
LEGAL DESCRIPTION
PARCEL A:
THE EAST 230 FEET OF THE NORTH HALF OF THE NORTHEAST QUARTER OF THE
NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 15, TOWNSHIP 23
NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY WASHINGTON.
EXCEPT:
THE NORTH 42 FEET THEREOF CONVEYED TO KING COUNTY FOR S. E. 128TH
STREET BY DEED RECORDED UNDER RECORDING NUMBER 5849731.
PARCEL B:
THE EAST 330 FEET OF THE NORTH HALF OF THE NORTHEAST QUARTER OF THE
NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 15, TOWNSHIP 23
NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY WASHINGTON.
EXCEPT:
THE EAST 230 FEET THEREOF.
ALSO EXCEPT:
THE NORTH 190 FEET THEREOF.
SURVEYOR'S NOTES
1. BASIS OF BEARINGS IS THE NORTH LINE OF THE NORTHWEST QUARTER OF SECTION
15, TOWNSHIP 23 NORTH, RANGE 5 EAST OF THE WILLAMETTE MERIDIAN. SAID LINE
BEARS N 88'02'59" W AS MEASURED FROM KING COUNTY AND THE CITY OF RENTON
HORIZONTAL CONTROL POINTS AS NOTED HEREON.
2. THE BASIS OF THE HORIZONTAL AND VERTICAL CONTROL FOR THIS SURVEY WAS
DERIVED FROM MEASUREMENTS TAKEN ON MARCH 2007. WE UTILIZED CITY OF
RENTON MONUMENTS IN CONJUNCTION WITH WCCS MONUMENTS TO DETERMINE THE
HORIZONTAL DATUM OF NAD 83/91 AND VERTICAL DATUM OF NAVD 88 ADJUSTED TO
OUR SURVEY CONTROL NETWORK. THE VALUES OF THOSE FINDINGS ARE DEPICTED
HEREON.
3. KING COUNTY HORIZONTAL AND VERTICAL CONTROL POINTS USED FOR THIS SURVEY
WERE NUMBERED 6113, 2823, 6177, 2822, 6138 (COR 1851), 2821 AND 6139.
4. ORIGINAL SURVEY CONTROL AND SITE TOPOGRAPHY PERFORMED N 2007.
ADDITIONAL OFF-SITE TOPOGRAPHY SHOWN HEREON PERFORMED IN AUGUST 2014
5. A CURRENT TITLE REPORT WAS NOT PROVIDED FOR REVIEW. EASEMENTS AND
OTHER SERVITUDES, IF ANY, ARE NOT SHOWN.
102+00
STREET
LIGHT
EXISTING SURVEY
TEL. VAULT
POWER POLE
^p yAo'b o W/UNDERGROUND o
1 b STOP SIGN b00• 39817 -V 1§1 ABOVE GROUND LIGHT J -BOX oti X006 IE 18" CNC=394.58
9 1 1 �0 POWER CABIN T e0 TEL. J -B X00 NGPA
Tbop�b�o�e - - - - - - - y0011CB-$ 01 , 1. 4 y °�?$b ati z y 1 397.04 397.08 SDMH-I WETLAND SIGN TEL. RISER
'✓�00 �o� --I(LLG)- 0 tial' 0y 0 b" 1. 0 X01' 0`'397.07 LUMINAIRE CABLE VAULT
"� ( r 00' 396.98 f 397.0, pb OA° 396.8 O
- 0 1 1 0 _,'� (..) LIGHT J -BOX o 01 CABLE VAULT 396'7 SDMH-G
� !�� ) 397. 1. o, t��--- 'y 397.02 'o� 0 0 0, p`L
- - ---� ®01b G '° t ti -t'� .b 0 397.32 06. ,06 a6' IDEWALK 0° - -' 0� - - �0r1 - X06 1' 01. 11 7. yob 11
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1 1, y 3
0
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�(tlG
-- 96.9 'S -
• 'S O
+ - ^i = = 00 97.06 397_ 4 00' 6-86,�'� n� - .54 39T) J 1. TitlHif--0 397 goo' SILT FENCE A1�o
-- - _ =-r- G.�
bh 4e 327.58- �--- AO' pfo.60 '3'97.03 .84 )--- "L 397.971 7 O * 'h
0 b - --1r-'S'-- ��'_----------39-'-1 396.97 _ 0 SD 0 `�H�-+ ---�+'
0 �, 97:44---- �---- - - - +_________________ _ _ 1 1
' 0
STREET LIN7H'T 397.01 396.gg---- __--- _==== �_- - � _ ( H
e - -�. p1h b0 -DROP ---397147 -- -} �-_________}___________- -- SD SD JBO
- •. - ••-.• • .e. X 00. Oryti 3396.50 9601 ---------------------=====F====____=====3 _ 01 39 05 ,SqO g -_Og`_
;a :., e .00. ' 0 ryti o o a ----- _ �0 POWER PO TEy-� b
o,• °'.'eS .. A. e.• .!.. .-e:'.QO°. - 'ham' �o�•^�°j + 396.14 6" TICAL CURB 397.52�n' \
9 J e -v b1 OVER _4'9 T�R b --- --=t====-_______�
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..
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W.H W ...
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0' 1 h o•. 0� 0 h {/_�,`` y=======y5=== si°t=3 oy00 395.85 00• tih tit
0y. -h= Oe• , b - _ •�Q .. $•• .. ..
IVEWA - - - C C 06 00' s �� 96.77 b. a o: a• '. 0 e
a a' JL SCOTT + s. X a a' o + o +� yo �� �0o so so 098.. a "� 398.9 06 e:
395.11 i 395.58 `395.d41Ulu I
�H13 + P OH A . a_ �a 0 +'S 1+ � SD_-___--
SIGN 1 0 - o'E- -� -.- --- -- t_ 3
+ 395.56 .l�`P',yoh' �y1 �, '�'\� 10 "SDMH-E 'h°j1"���^�90: }fib. 0. .p �' 398419 .��'a 'h
NER POLE h o �' EXTRUDED 1' J -BOX 0 b gy:3� .y b ti
SIGN 35 M ' \ . F(UG)
SPEED SIGN W UMINAIRE CB -B 95.6 +,__,___� �0 , h 1, y0 0 0
SIGN LIGHTS b i 395:64 t ,a1 MCURB ,�1 S88 02 59 E 230.07 16h 01 LOT _ 1 �a �yti �01� 39 36 `o`� 06
WATER METER + + 0-` 0 399.12 O'
(IN GROUND) f �0 � , .: '.,. "..�6 . +^�' - - � ^� � � 0 00°� - 1 �Y o
W/CB GRATE : -.yo ,, /LOT I b LIGHTRO ao 1 0ILL 399. STREETaLIG 1400.2
b e
O`L i ;' ..*.• b01 0° °j1 1� °'Sb 0 �? * 0ti + b 0`L0.'y�i 'S RISER--- 400.2
* 0y6+ o / LIGHT\ - -+ 1 GATE�O+ 1- --.-'--�-I §dti �{'1 / GN +' ya1� 0 398.1 e ,�AIy/ JBOX o
/ - - - J-` - -F-- + ` 'S o° \ + a 1.01
398.63 '•'y I I .yti I I / / r Z _ 1°p o,`?• + b
398.70 I i - •y y'L 00 l 0 4 2$h'
WATER METER 3988 h o' / ® 8"COT I LOT IGHT� 0' 0 / CONTROL CB -M
: + / a �� boo COT CABINET Z
° Z -
&VALVE �,0'`: ., o °
01 FOUND 5 8" REPAP & CAq + 01' , / lob 0b 10"CbT WOOD FENCE
yab X y. ( �,, T I 0' \ 41 •yo e e I 7"COT J
STAMPED "WING LS #119261 :' I
%6„C / / rl / 396.86
ul
L
---_---_-}>-�'
.tMOAyVp. 0py X01q 0p\ III ��®y+I•i�I' �IiIi e0y�1q �ya�1,..a/0.:g .;.. :. °
1° 0 ° +�
7.'. .
I
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II39
00
I
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CNC=392.84
*00 +
* , -
J
EXISTING 395.12 -P W
+7'COT
BLDG 26
+0 0 398.58 "C U_
07
-395.23
394.95394.61 d + 7.1O/
0
8„CTWATER,
lk
FAUCETI +I 3 'COT
4�1 O *
_394.49 Q
ObA1 (/•) 1 b�j ryG��11 .yL I II ..•.q:. .. �'y,'0
ti0 Ob61 �Od� * 6"C T ®00®�`' 9"COT T.�00 :...: ,.,I I I I��,-10"C T
b6 'y + 1 bop
EX CB EXISTING titi 40 / 6' C 1 11 .. + I
TYPE 1 BLDG yob + 01� T �00ryh1, :...� ry� ' *: 0� 7 +COT I I I
RIM=395.13 goo / /7 CO �� 10"COT yo�� ::....,o�. i I II 1. I 1
IE=392.28 (12" S) 006 0�0 395.40 ��I�b� ®ao + -1 j I �I �+
/ - 8/OT /
// ..
* FOUND 5/8" REBAR &CAP / h � I •006" EXTRUDED B 001 �00tiq .�•y0�y1 e^o I I"'00�b 00�� � I I I
/ I STAMPED "EWING LS #11926" mti / � 4_
FOUND 5/8" REBAR ybo 0.1'±E X 0.1'±S OF ®0 01p OT
& CAP STAMPED I p0 �e yCOT + f l I bo ry0 1 3es
"EWING LS #11926" +PROPERT*YRNER� b� / I 1
o l/
0 + 0y L + 0ti I LOT LIGHT + +
�p . 310
16 395.09 395.26 39 .90 101 Al + Op I I I I 15"C�T 1
I
EXISTING ��� iN88'02'S9"W 100.03'1° b61 0� 3 4.67 ah +'�" 001'
BUILDING 1 0b. y0 + ti + bb 0 0�� +�01. EDGE J WETLAND "Z"\V 'I
� 06
+ I
+- .59 + 09 + ,�0 + 01ry1 Op - 11��OP\`3% I +I O
IE 12" ADS=394.35 01 *� �P 00 * b n
6ti '1§ W�01. �I 0�1�� Z-4 / 7"JOT
+ DP -6
6" 110"COT
00 �� ry 4 0.702 cor
0 / \ /
M+ + I�o1 + X006 11 ye1�0tiry / / 410 5 "COT
DP -8 �P_8 7+ I , r /
b . 9� ao,6 10 y0ab l + 401 X00 „COT wbo 'COT
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* / I
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EXISTING +
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co Q O o / / �006�� o
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b * �0 �/ 1� �Z I + 20' DRAINAGE EASEMENT
m + ��� N 'S°j06 / oil * �� / /'nb0�11 b.
* + 01 A-22 °- I AFN 8611251008
l + I 1
Z 6„+8„COY / A-20b'Z�_'� 6„COT
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HYDRANT a bo, 1 ��00
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/ I ® SDS y 0 SD .9 Ao S+ 00 0me17 CO.. T \ \ `� a�,a + ya0"� 0 9 COT
�„
° �� � °`oma o° 00• 3 D � � "' A-19
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S88'06'1 5"E 230.0 'a ( ) I 6"cor
CB -N 588'06'15"E 100.03'." D. ,+ �� �D„+6„CQ�yO'�
v EXTRUDED CURB b �. 1 y 60 0
b^,W W - - W I s� 6 ' a�0ti X01 + y
oo. a�B A X16 ' „ + 006
+ 00 �0 001 1� �� A-18 8 COT +
SDMH-R SCS
06a o. 1 06 ^>Y \ � W 9"Ce,OT A-1 .. .. .. 6
0 SID o0 SD a 0 /i� 0� 0 �b b0 13' COT S PNO� R +
�13 +101. `NptE FOUND 5/8" RE AR &CAP
NO.
EXISTING BLDG SDMH-PI
EX. ECOLO Y
`
A-12 �0�+0 y y y +�0,.
STAMPED "EWING S #11926" r`
0.1'±E X 0TY.1'±S OF
BLOCK WAL
Dote:
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IE 18" ADS=393.66
>�, ��
A-11 P-2 EXISTING WETLAND
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REVISION
SURVEYED:
DESIGNED.
KEH
GROW
RDC/KEH
CHECKED:
KEH
BY DATE APPR CH
SCALE -
1 "=30'
ONE NCH
AT FULL SCALE
IF NOT ONE 1NCH
SCALE ACCORD94GLY
VEMICAL: Ni 1988
HOW011 AL: NAD 1983/1991
DATUM
CITY OF
RENTON
Planning/Building/Public Works Dept.
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18215 72ND AVENUE SOUTH
KENT, WA 98032
(425)251-6222
(425)251-8782 FAX
CIVIL ENGINEERING, LAND PLANNING,
SURVEYING, ENVIRONMENTAL SERVICES
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Project #: 12740
ress:
4815 NE 4TH AVE
RENTON, WA
EXISTING
SURVEY
wing NO.:
C2 of 25
AS BUILT S TORAG E ONE ON 4TH EXPANSION
Permit NO. U15008468
4815 NE 4TH AVE
PACE:
ORAwsNc No -
ISHEET: 0i
R-389602