HomeMy WebLinkAboutR-406202A PORTION OF SE 1/4, SE 1/4, SECTION 32, TOWNSHIP 23 N, RANGE 05 E, W.M., KING COUNTY, WA
N
(D
O
I AS -BUILT NOTES
I
"It
RIM=50S.1. AS -BUILT INFORMATION ON THESE CBASIN I I
DRAWINGS IS BASED ON INFORMATION RIM
0 PROVIDED TO APCE BY SADLER & BARNARDLij
12" CMP NW IE=506.26
SURVEYORS AND ANYTHING NOT SHOWN ON -
THESE PLANS AS HAVING BEEN
CONSTRUCTED DIFFERENTLY FROM WHAT /
WAS SHOWN ON THE APPROVED / CA SOLID ALID
�-' I
/ ♦ \
CONSTRUCTIONS DRAWINGS IS �itME508B�I� / \ I
UNDERSTOOD BY APCE TO HAVE BEEN 12" CONC S IE=�0�.49\ / 12" CMP N IE=506.44
\
BUILT PER THE APPROVED DESIGN PLANS. \
2. OTHER THAN AS SHOWN AS -BUILT
CHANGES TO SURFACE ELEVATIONS ARE �S /
NOT REFLECTED IN THIS PLAN. GRAPHIC SCALE ♦`♦ / /0-1 � / ) � - r \ J I IN
10 0 10 20 40
1 INCH = 20 FEET `\ / "
♦ / S>>, \ CATCH BASIN
2" C�NC S 1E=507.114 I \\ ^ I
\ I
g TELECOMMUNICATION EASEMENT '\ / `� 12" COI�C IE�">Q7.17
♦ 8" CONE W IE=507 4Q )
ACCESS & UTILITY EASEMENT REC.N0.20031223001130 ,( S� \
F- REC.N0.20090218000732
CATCH BASIN
`\ -- - - - -\ \ - - - -� - - -\ `r `♦ \ `\ I \I 1 I
_ _ RIM=519.04f
--------=_-------- \ ♦ ` \I \
8 C04C E IE=514.65 - - - r - - '� - `. `� \\ SSMH \ I
12" CONC W IE=516.46 I 9 /�� \ .., \ \ s/3` `� RI1�=510.95
12" CONC W IE=514.48 _ I W _ W 5� W I ~' w ` s `yp\ ♦� TOPWOF 8� PVC CLEANOUT 5094
E A ->�
_------- v It -i
Z \___FQU.N()I_REB9R_'AND CAFE � � G ,� .� -i � \ OH� � � i I
-- LS 35974
_ \ " _ OHE
OHE
I --*-A/*'-/�i`* ♦ ; 3*-*9- *-_ ,=I `' I �I _/ �i I _lrrr_i;at�•a -`\ r - - \ �xII / '1 �--i�,t\6' \ g -JI \�I I I -/ -i H-O�G' �- i\t '-\ `' \\ \ \\s�.i`i`• I I \II I III I-\r ,y`� �` 0'-- '__ ,_----.-` _•- --\ '- `L- It�g-�`.--`�r\-L-. � --� C-'E
�TE CULVER12" CONCR`?'-`'. �.\` \�``, '\+r ` w` . I1IrIn♦I�'I •♦.�\ ` l.xSItf)I `-�♦' \x-NI\IIirI �>,,�'` S O_ y`_`Zi♦ s\\ rram-r_ \` J iN,i,tI I�I * � - `�\IIII `\+'►+-\`\ ; \ \I+1 * III�I -I1 ,\`-sIN.i I I - ,r\ \,iI;♦t`♦J,````\ ♦ \�``�T����-I'I I I `1Iitc..1•- //\`/�i' , \�f�'+1 � i• Sr�, /\c �`\7't\ a1r�'$\\ `\b/-`\-\\r _♦ \-\\♦�♦'II `JII i `1♦f' \`\ \ I "_` \ `\-13;\` � \, ` I \``/I1 y\♦ �1\; +•w♦�, \ i�/`\`\^I\� ` I m ��I7♦i l+`� I , ♦-\ \ \ \\
- o\\`_\♦\\\ ``\ -�\.w w\ \ \ ` + t`,�I/
`1�♦1\'I�\\t\y\ ��r li��\\\ +�`�/ \
\\\ \ �\\ \� \ \\,♦ \ �`rI1+i rn1n \,`\ �II,\ \\
.o
IE=517.01 48'
EASEMENT
jAFN 9902109005
r
CETOWER GENERATOR/
BUILDINIENCLOSURq BUILDING ENCLOSURE
�\
\_-
7\
7\
cli
3
O30
g75
5\746 74-
22' X 50' LEASE /` = \729
AFN 20091020002077 L 4
,�
I 77h\�o75 ,7_ .77
`A
714
764 7
71
591
At
04
LLJ
7,15`76`\ `+64 ♦\ti7\ a �O\ ` EXCLUSIVE EASEMENTW REC.NO.20090218000732 no
y
�1f
1
Ii
tr
lb
N710 \0708 P
1 I
i,
,1 I�
III
,
\,
\I,.IN772
CHAIN LINK FENCE ,h4,
If
770
05,64 CI)
In In In to Y
t 01V 16.
LA 0
N
FOUND 1/2 SPIKE 1
'
�F\
O0.4' EAST & 0.3' NORTH _-_---_ 305,9114 0,.
WIRE FENCE ppN1 3"
�\I
\
�o i t
43211
I
IS
s ONAL1:0G \ IiIN
Know what's below.
Call before you dig.
05/27/2020
�5_VUL'Tc
05/27/2020
PL1 READY FOR SUBMITTAL
ENGINEERING2 1ST REVIEW REVISIONS
Surveyors a Civil Engineers 3 2ND REVIEW REVISIONS
P.O. BOX 412 4 3RD REVIEW REVISIONS
Ravensdale, WA 98051
(206) 420-7130
www.PlogEngineedng.com NO.
FOUND MONUMENT IN CASE IRON PIPE FILLED WITH CONC
AT INTERSECTION OF 116TH AVE SE AND SE 184TH ST
CITY OF RENTON BENCHMARK 1868
SSMH
RIM=507.90
CONC S IE=502.95
1
I 8" PVC NW IE=502.67
\ I CATCH BASIN
`rot SOLID LID
RIM=507.94
12" CMP S IE=505.49
\ ' I 12" CMP N IE=505.21
,
\ I
`\\ I CATCH BASIN
RIM=507.71
\\ 12" CMP SE IE=505.27
12" CMP N IE=504.29
I 3" CPP SE IE=505.54
\ I
I
0164
\� 6 8
APN#' I
\
M \ M M
ONE --t'_--
- I w W W
SE 188TH STREET
�- P' WER`SJ LLT f CATCH BASIN
o
0 RIM=508.98
\ '^ 12" CONC W IE=506.85
\ 12 CONC S IE=506.84
\ 12" CMP E IE=506.68
D \ ✓
I
I
Rik
/
/
i
I \
�
y1,
i
a
o
I
�
04
0
0
\
\
\
\
f LATCfi'�AS11�' -
'
=509.67
12" CMP S IE=507.50
\ 12" CMP E IE=507.48
_ \r 12" CMP N IE=507.38
m
■ I I 5 04
619840,0
APN�
0
I m
\
\
I
0 I
r�
I
\
\
CATCH BASIN
'4 RIM=513.26
I12" CONC S IE=511.04
12" CONC N IE=510.13
_ ( 0043
m 1 g840�
\� I APN# 6
acL
\ I
0040
ND 1 /' SPIKE98�0�
5 WEST 0.2' d I N# 61
I \\ o I AP j/
x
I�rll
>; r
I
I
CATCH BASIN
RIM=515.33 J
12" CONC S IE=512.93
12" CMP N IE=512.80 I
� I
FOUND MONUMENT IN CASE COPPER TACK IN CONC
AT INTERSECTION OF 116TH AVE SE AND SE 192ND STREET
CITY OF RENTON BENCHMARK 1873
MXP 27/2020 MXP SURVEYED SCALE
MXP
MXP 11/05/2019 MXP DESIGNED SEE GRAPHIC
MXP 04/05/2020 MXP MXP
MXP 05/27/2020 MXP DRAWN
CM
ONE INCH
CHFCKFD ATFULLSCALE
MXP IF NOT ONE INCH
REVISION BY DATE APPR SCALE ACCORDMAY
MXP
VERTICAL NAVD 19ME
HORIZONTAL: NAD I96i 1991 CITY OF
DATUM
RENTON
'
Planning/Building/Public Works Dept. B
LEGAL DESCRIPTION
THE NORTH HALF OF THE NORTH HALF OF THE EAST HALF OF THE SOUTHEAST
QUARTER OF THE SOUTHEAST QUARTER OF SECTION 32, TOWNSHIP 23 NORTH, RANGE
5 EAST, OF THE WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON.
EXCEPT THE SOUTH 157 FEET THEREOF.
AND EXCEPT THE COUNTY ROAD.
VERTICAL DATUM & CONTOUR INTERVAL
ELEVATIONS SHOWN ON THIS DRAWING ARE BASE ON THE NORTH AMERICAN
VERTICAL DATUM OF 1988 (NAVD88) AND WERE ESTABLISHED USING RTK GPS.
2.0' CONTOUR INTERVAL - THE EXPECTED VERTICAL ACCURACY IS EQUAL TO 1/2 THE
CONTOUR INTERVAL OR i 1.0' FOR THIS PROJECT.
BASIS OF BEARINGS
TRUE NORTH. BASED UPON GLOBAL POSITIONING SYSTEM (GPS) LAMBERT GRID
WASHINGTON STATE NORTH ZONE COORDINATES. A CONVERGENCE ANGLE OF
01.03'43.29" COUNTERCLOCKWISE WAS APPLIED AT A COPPER PIN IN CONCRETE POST,
INCASED, LOCATED AT THE INTERSECTION OF 116TH AVENUE SOUTHEAST AND
SOUTHEAST 192ND STREET. THE MONUMENT IS THE SOUTHEAST CORNER OF SECTION
32, TOWNSHIP 23 NORTH, RANGE 5 EAST OF THE W.M. THE NORTH AMERICAN DATUM
OF 1983/1991 (NAD 83/91) GRID COORDINATES WERE FOUND TO BE 15987-7.304 /
1305508.729 AT THAT POINT. THE INVERSE OF BOTH THE SEA LEVEL CORRECTION
FACTOR OF 0.999978493 AND THE GRID SCALE FACTOR OF 1.000013747 WAS APPLIED
TO THE GRID COORDINATES FOR SHOWN GROUND
TREE TABLE
TREE NO.
SPECIES
DBH
DL
701(RW)
DOUGLAS-FIR
15
14
702 (RW)
HAWTHORNE
6,6,8
10
704 (RW)
BLACK LOCUST
20,20
18
705 (RW)
BLACK LOCUST
23
16
706
BLACK LOCUST
25
16
707
BLACK LOCUST
8
12
708
BLACK LOCUST
8,9
14
709
BLACK LOCUST
7
10
710
BLACK LOCUST
8,8,8
14
711
BLACK LOCUST
7
10
712
BLACK LOCUST
7
10
713
BLACK LOCUST
8
14
714
BLACK LOCUST
6
10
716
BLACK LOCUST
6
12
719
BLACK LOCUST
6
8
720
BLACK LOCUST
7,7
10
721
BLACK LOCUST
7
10
722 (UH)
BLACK LOCUST
6
14
729 (UH)
BLACK LOCUST
8,8,9
114
730 (RW)
BLACK LOCUST
9
13
732 (UH)
BLACK LOCUST
7
10
733
BLACK LOCUST
9
8
734
BLACK LOCUST
7
12
736
BLACK LOCUST
6,6,6,8,8
16
737
BLACK LOCUST
8
10
738 (UH)
BLACK LOCUST
S
8
739 (RW)
BLACK LOCUST
10,10
14
742 (UH)
BLACK LOCUST
6,7,7
16
744(UH)
BLACK LOCUST
7
14
745 (UH)
BLACK LOCUST
7
14
746
BLACK LOCUST
10
12
748(UH)
BITTER CHERRY
6
8
751 (UH)
DOUGLAS-FIR
8
12
752
BLACK COTTONWOOD
8
12
753
DOUGLAS-FIR
9
8
758
BLUESPRUCE
7
7
759
BLUE SPRUCE
6
7
761
BLACK LOCUST
6
12
764
BLACK LOCUST
6
13
765
BLACK LOCUST
5
14
766
BLACK LOCUST
6,7
12
767
BLACK LOCUST
6
10
768(UH)
BLACK LOCUST
8
10
769
BLACK LOCUST
9
12
770(UH)
WESTERN RED -CEDAR
22,24
18
771(UH) (AC)
DOUGLAS-FIR
38
18
772 (AC)
PACIFIC DOGWOOD
8
12
773 (UH)
LOMBARDI POPLAR
8
1
777(UH)
BLACK LOCUST
9
14
A
BLACK LOCUST
7
12
B
BLACK LOCUST
8
112,
R-406202
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
0
O
O
_D
0
O
0
ti
•
H
a
0
CIVIL PLAN SET (.TE
05/27/2020 W
HAEVI N RIDGE SHORT PLAT PAGE °°" 0
RENTON, WA DRAW NG NO Z
OUNDARY & TOPO SURVEY S oBoF� 8 w
2 23 =