BLD2023-0623+Creek Site_Plan+6.8.2023_10.12.43_AM+3596664A: 274.42
B: 272.50
C: 276.57
D: 278.45
1101.94/4 = 275.49
MAX ALLOWED HT. = 300.49
HOME TO BE
EQUIPPED WITH 13D
FIRE SPRINKLER
INV. 6'PVC(N)= 240.07
INV. 12 "CMP(SE)=239.95
1"1
ASPHALT
DRIVEWAY
EA
vMINI-SPLITv �_ I
1500 PROPOSED 1 STORY 1 ' I o I RESIDENCE FF: 276. 0' 18 6"sYl
I� 1
?� CORNER NOT SET. 1 I N
ON CLIFF FACE. I I I
/ I F
tiC14 i TOP OF BAN 30",
W PER GEOTE EX'G HOUSE TO I OUTDOOR UNIT ' V I 26„
MAP BE REMOVED OF DUCTLESS
o / 4" I MINI -SPLIT F I
2 "'
z L 1 F 3„ 8 4 I 1
—J 0 F I
2¢4 QORNER NOT SET. i i F 54.87
N CLIFF FACE. 4F 11 ' i �»
L ,
EX'G WATER I /
_ SERVICE. i F
c 1 i TIE-IN/EXTEND _ 1 TO NEW HOUSE i _ — — — — — — D-278.45cl
I
�X'G PWR 'J 24" __--------- -, / A-274.42 - -
�EDESTAL �EX'G UNDERGROUND F 6"'
PAR SERVICE TO EX'G F
7N F / - HOUSE. TIE-IN/EXTEND
EX'G P R o N TO NEW HOUSE ' V
POL I o /Lo
I/ TOP OF BANK PER 2j'� - 26 ' �. I
_—_ _ ----------M24GEOTECH MAP
X' " --------- ----24
WAT CORNER NOT SET 4
M "- 1
F
\
0 2 "
J, N ON CLIFF FACE. 26'� 24YF o F
N 89'30'49" E 309.79' `
TNI)
CB RIM-235.07
INV. 12 "CMP(SW)=232.02
INV. 12 "CMP(NW)=231.36
INV. 12 "CMP (NE) = 231.05
INV. 12 "CMP(SE)=230.06
I � _
12" HDdE STORM -------_---
- — - — - — - — - — - — - — -
PIPE r8252
FOUND 1/2 REBAR 24
�2
W/DESTROYED CAP 'HF 1 24 F
18„
36" 260 F kFL"'F-
F �254 TOB12k1\
<�, \
20" �/� 4„`F \�\
250 FF
s V �
24"
246
20 ",
2�0'F c
` 240
\� F
FOUND CASED 6"
CONC. MON � l
s `
,4/s93� cs
�s \
30" 1 '`
F 22 "F
sV �
32".
�F
v� F
24"
26
F
26
F
FOUND 1/2" REBAR/CAP
STAMPED LS12716
0.1 '(N) &0.2'(W) OF CORNER
\ TOP OF BANK &
STAKES PER 2019
\ SURVEY
TOB/FLG-10
— - — - — - — - — - - — - — - — - — -
TOB /FLG- 11
N
- TOB/FLG-9
\\ J; W
\� \` c�i /
\ ----------- N 89'21'01" W 120.42'
I
00434600005500
TOB/FLG-8
N 89'21 '01 " W 484.39'
I
` I i
\ . C2_jI /
\
\
12" CMP STORM — - — -
PIPE #2168
30" HDPE STORM I CB #8-365 CULVERT #769
PIPE #8253 F—__l
STORM MAN
#8-116
NO TES
2" CMP STORM
PIPE #8251
1.) THIS SURVEY HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF PARTIES
WHOSE NAMES APPEAR HEREON ONLY, AND DOES NOT EXTEND TO ANY
UNNAMED THIRD PARTIES WITHOUT EXPRESS RECERTIFICATION BY THE LAND
SURVEYOR OF RECORD.
2.) BOUNDARY LINES SHOWN AND CORNERS SET REPRESENT DEED LOCATIONS,
OWNERSHIP LINES MAY VARY. NO GUARANTEE OF OWNERSHIP IS EXPRESSED
OR IMPLIED. THIS SURVEY WAS PERFORMED WITHOUT THE BENEFIT OF A TITLE
REPORT AND DOES NOT PURPORT TO SHOW ALL EASEMENTS, RESTRICTIONS,
RESERVATIONS, AND OCCUPATION WHICH MAY ENCUMBER TITLE OR USE OF
SUBJECT PROPERTY.
3.) DIMENSIONS TO CREEK ACCOUNT FOR THE HORIZONTAL DISTANCE &
VERTICAL RISE OF TOPOGRAPHY
— — DITCH ALONG EDGE OF
— ROADWAY. SURFACE
— � WATER ONLY �
CULVERT #744
— — CB #8-345
30" CONCRETE
STORM PIPE #8582
BYPASS FOR
NORTHSTREAM CREEK
i
12" CMP STORM /
PIPE #11094
z'
12" CMP STORM
PIPE #2170
CB #8-341
i
PUGET DR
--------- -
GUARDRAIL ® EDGE -
OF ROADWAY
30" CULVERT ELEVATION: 200.00'
Ij
—_—_—__NORTHSTREAM CREEK CULVERT
12" HDPE STORM
PIPE #11093
SCALE. 1 " = 20'
0 20 40
J. RWA \
v, G5 Y x
1
o 37536 p
T Y,'9'�'
Pacifi
BLD2023-0623
RESUB
Jun 08 2023
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
TOB
Coast Surve ys, In TOPOGRAPHIC SURVEY FOR:
LAND SURVEYING & MAPPING L14NDSVERK
P.O. BOX 13619 QUALITY HDMES, INC.
MILL CREEK, WA 98082 E 1 4 SE 114, SEC.13, T. 2 7N. , R. 3E. , W. Iv.
PH. 425.512.7099 FAX 425.357.357 RAWN BY DATE �RAWING FILE NAME SCALE JOB NO.
www.PCSurveys.net ARK 01.18.22228888top.DWG 1" = 20' 22-28 �