DNS BLD2023-1286+Civil_Plan+10.13.2023_5.00.43_PM+3840814NE 114, SEC. 13, T. 27 N., R. 03 E., W.M. BM
SNOHOMISH COUNTY, WASHINGTON FOUND CASED CONC. MON. AT THE FOUND CASED DISK
& "X"*
INTERSECTION OF 190TH PL. S.W. & W/2" BRASS DISK & 'X".
94TH AVE. W. DOWN 0.5'. VISITED 2-27-20.
ELEV. = 253.68' 2.5'(S) & 0.3'(W) OF CALCULATED
PER GPS OBSERVATIONS POSITION
/
e
N
SSCO RIM=231.99 I N
N
/ \ a\ c,S gam/ I N •
OO�G/
SSMH RIM=215.37 \ C�. 5
IE 8" PVC(W)=205.47 a 5SS
IE 8" PVC(E)=205.57
SSS Xso
T I SS--
S � \\ 11 / ® / / 3p' EX. R/W
F. SS��
-33
SSS
Si%���� E 136.62 -204\- ✓/ii/ ji'• I
SS- �N 12 26 �� 2.0'
SSMH RIM=172.63
IE 8" PVC(W)=161.73 , I \ JJ/ / / / / /' I
795 ' W 27 �E 8" PVC(E)=161.83 I A HALT SS /� / i^ �� y / o l J ASPHALT, I
0 ,33 �� �P ( SS'� �' I
ss ss/ss I N//( I l h I I Q LOT ARCS
24,274 SF
I I `a I I I 00434600006201 DEC/ 1 I I I
I
8„ D I I
I, I Q) /rm/T I l // �4*F'00434600006203
I 1 I I
/I II I j 1O'T L N I I I
N 79'50'33" W I / ( I 1' ' 1 DFC / o o I I I
HOUSE � I I I / x� o
I I I \ J9500 81 I z 75, I I I
I \ \Dc 1 /
FOUND REBAR W/ILLEGIBLE I I I I I/ / r 1 / // // EX. R/W I I 15,
CAP 0.6'(N) & 0.2'(W) OF 1 \ I 1 EC
I I c�i I I / /� I / � x / EX. R/W
CORNER I I\ i I / j a I \\ � 10" - I
FOUND 1-3/4" IRON I I I I Y I \ \\ \% 16.4' C 1 2 14" I I
PIPE 1.0'(N) & 0.3'(W) I I I I I o I 1 ( I/ 12 ' C C 24" I I
OF CORNER I I I \I I / / c1 ( I 12"
- I I I
FOUND REBAR W/ILLEGIBLE CAP I I I I I!0-
0.1 '(N) & 0.7'(E) OF CORNER o 03
I I / \ / /' / /' �6 C 2 I I
i
00434600008002 I I I r36` �i
I I I \ �) / I I N 89 J 5 23" W 24.30'
I I l I 1 �I �� --� -- ---- / N18911513" W (1 1 / / / SOUND REBAR W/CAP STAMPED ---------------------------------- I
.0' t'22969" 0.1 '(N) & 0.1 '(W) OF I I
BL CORNER I I I
z I \81 1& \ \ \ 1 1 1 I I
I ► \ H 71\ 1 1 1\\ 1 1 1 1 I I I I EP: 3+86.661 I I
a, I \ \ \ \ rn \ \ \ \ \ \ \ \ \ \ \ \ F�= 4� 1 \ \ 1 5O TOP: 251 0
\\ L\Q ��� F �D \) \I I 2 BOT; 250 00434600006103 I I I
FOUND REBAR W/CAP1 \ \ \ \ �, \\ \ \ p2 6 SF \ I 1 I
STAMPED "17679" 0.f'(N) \ \ 1 \ \ \ \ ) \ 1 1 I 4 I I
of / \ \ \ 1 I V�0 4 0(�06�yy0� 1 I I I
OF CORNER �; / /� - \ 1 1 \ 0 \ \ I I 242 I FENCE COR. 0.2'(E) I I I
- . `I l ` �, ` '�'\. (OF PROPERTY LINE cV I
- - - - - - - TOP: 250 TOP: 252 I o I
W 56.00' J "� l / l I I I I \ BOT: 242 BOT: 242
0 I o I
PROPOSED 10' WALL I I I
I _I�_r N�9'15Z3" l 113 .Od' l l/ I I 1 I 1 FOUND REBAR W/CAP------------------------------- I I I
FOUND REBAR W/CAP STAMPED 1 / / / M / , 2 0 i STAMPED '22969"
22969" 0.2'(W) OF CORNER. 10" 1 1 l B L l �0 0.1 '(N) OF CORNER I I
FENCE 0.4'(W) AT CORNER I l l l
Iron Vista Lot C Q'
PARCEL A III I I l l l� l j ' /' / 1/ I' W I I I
II \\ !LL_1 1 1 CST A /�FOUND REBAR W/CAP STAMPED I\ \ \ / / A ESS &UTILITY EASEMENT I I
22688" 0.4'(S) & 0.1'(W) OF I od \ / I h2,0 6 F I FFL 22 c� /l / / �� Fni-1926981
CORNER. FENCE 0.1' W AT CORNER °Q oc� \ \ 1 1 0043460 00 10 ILF 230 / I / z BOP. 242 00434600006101 I I I
O I ��\ \ \\\\ 1 1 I 1/ / /1 I I I I
- - - CITY OF EDMONDS \ \ \ \ \ \ I I / / / / I I I00 EX,15 I I I
------- SP #S-44-79 I \\ \\ \1 RAW I 15
I 1 VOL. 1659, PGS. - - - - - - - \ ) \ \ \ 1 I I� \ \ I \ I 1 \ wl EY.. R
/ \ 1928-1936 / / / / \ \ 1 \ - \ \ \ \ \ \ I I 1\i \ \ / FOUND REBAR W/CAP 11� �W
\I 1 1 /P\ �1 STAMPED '22969" PROPOSED DRIVEWAY I
/ rn / I \ 1 1 \ \ \ ) I 1 \ 1 0.2'(N) OF CORNER
CE _ / / / �\ - \ \\ I \ FOUND REB /CAP STAMPED _ I
8915'23" W 37.00' \\ 1 \ I I I FOUND REBAR W/CAP I-
22969" .1 '(N) & .01 '(E) OF I \
\ \ \ yl PED '22969" 0.R \ CAN R. FENCE 1.7'(W) AT 1
FOUND REBAR W/CAP STAMPED //l I - ( TOP: 252 OF COR R N 89°15 23" W 180.42' CORNER
/- )- 242 BOT: 242
- - - J '22969" 0.3'(W) & 0.4'(N) OF / -`N (/ � /
CORNER. FENCE 0.2'(W) AT CORNER o / / / I / / /// / / / / \) I ) \ \ \ \ \\ \ \ C
�J 1 2q6 C1 19»\ \ \ \ / 31 C
I z / / / / / 23' \ \ o ( I I
PARCEL B / / / / / 1 FP=( / » P 8 ' CI \ \ \ \ 19„ / I
/LF� 2 4 I 24 I �L O T EA - i
� �`6 I� I \ 14,110
I I I I 1 (I I�I 434 00 6105/ / / ZEEB / I 00�\4600006 06 \ 1 P
ACCESS & UTILITY EASEMENIT 1 110" 1 I I i 5 I / I 1 C
AFN-202006240176 I I I C I I I 1/ / (- 2 / 1 I 21 "1 31 " S oo� o FOUND REBAR W/CAP
II I 118"1 ' I I I I _� / . � / / /' �� � l o STAMPED '22969"
` I ( ( I I / ' 2 / TOP: 254 / Z % 0.2'(N) OF CORNER
1 I C I C I I I I / PT: 1+75.03 BOT: 250 / / I EX. F.H.
SSMH RIM=209.03 I I I I 5 d I I // / I _ d=61'26'38"
1 I I I I sBLI I \ I
FOUND REBAR W/ILLEGIBLE CAP I 1 II I I A 17 I 118" 1 1 ( 45" // ' / / \\ \\ \\ \\ I o x R=25.00'
0.7'(W) & 0.1 '(S) OF CORNER. I I 1 17 I / I 1 C� _ / 1 I \ 1 L=26.81 '
FENCE COR. 0.3'(N) & C „ / � ) ( I - ( FOUND CASED CONC. MON.
- - SOUTH LINE LOT 82, SEAVIEW TRACTS - 0.4'(W) OF CORNER. I I I A 13 . C C 16" \ I \ \ "' W/2" BRASS DISK & 'X".
-----------------------
I I I - \ 8' 0 I DOWN 0.6'. HELD FOR BEARING
I �I I 132" F / 1 �30" 8 '15'2- ��\ 295.00 \ pVISITED 2-27-20.
N 89'1523" W 1 50!001(R1) 649. O,((ml I I 1 / 1 0 � c�S SCO dM= 29 \ ° ° 046
N 89' 11 '25" W 649.91'(M)(MON f0 MO) JAS S OF' BL#ARIING ti� CW �k - - FOUND 1-1/2" IRON PIPE
I FENCE 0.05'(N) FOUND REBARON R E \
OF PROPERTY LINE STAMPED '22969" 0.1'(S) ACCE5�[6981
UTILITY ACCESS & UTILITY EASEMENT �o
I \& 0.5' W OF CORNER "� o \
1 () EASEM AFN-1926982
/ + FOUND TACK IN LEAD +
AFN-
(S W/WASHER STAMPED '22969"�
1 0.2'(N) OF CORNER m SS c n
I
I /
I ' \
SCALE: F = 30'
30 15 0 30 60
Know what's below.
Call before you dig.
UTILITY CONFLICT NOTE.
CAUTION.•
THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION,
DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE
PLANS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL
AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE
CALLING UTILITY LOCATE @ 1-800-424-5555 POTHOLING ALL OF THE EXISTING
UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY
WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN
ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND
ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR
SHALL CONSULT WITH INSIGHT ENGINEERING COMPANY TO RESOLVE ALL
PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION.