APPROVED RESUB 1 PLN -BLD2023-0623+Site_Plan+8.3.2023_3.32.19_PM+3706458LmALND Af ERK FR
I
SECTION 131 TOWNSHIP 27N. RANGE 3E. W.M.01
01
�CB RIM =283, T"
00434600005901 00434600005500 ��\ w \ INV. 8 PVC(N� 90�7?T�
- \ I
20' - \N \ S �� � auD
NEW ASPHALT \ �s
\ ass -tom
N \ APRON (150 SF) ass s0 \\0 N
w
FOUND REBAR
INV. 8'PVC(E)=252.88
W/0 CAP -w \ IRRIGATION 200, ass N s
INV. 8'PVC(SW)=252.78 C, BACKFLOW
NEW 1" WATER s - -
r �(o Iz 4r) - = `2 - N N\ < 1„ ASSEMBLY�s
��, N 1 rn o o\ METER. 1-2 POLY
Nfw w Ex. 4" CONCRE �E \� LINE W/ TRACER _ �� / N
INV. 8'PVC(NE)=252.03 w Nd / \ SIDE SEWER L Ir! �, WIRE _ HIE
INV. 8'PVC(E)=251.98 / 1 \ S S
INV. 8'PVC(W)=251.93 83°52'21E 193.00' _ �/ \ ABANDON EXi.
I I I. \ / / / i " � GAS SERVICE
EX'G HYDRAN x
\ l - / / / N - - - - �i ,� d:
/ \ SSCO G z� A. \ I
IU! RIM=276.0SSCO �, ! . aT•.. - 2> RIM=2 .2/ IE=272.0'A- I II L7A
�. _ - - TREE PROTECTION I I
1 0 E= 9 fL / X _. - - - ° • •. < Q. FENCING (TYP.)
B f1 d d ... v
(�. .
GARAGE I ,;.° d L I 1 I
® / / GAS AS a ; d. a • ° d tl' •• • a
I' 1 / / / / G S 1 EV- , , a. • . ' . • Q PERMEABLE \ \ 11
ASPHALT I S �x GAS :•.." (READY 9 x9 DRYWELL , .• :.� • :tl• . .d. PAVER D/W \ 1
DRIVEWAY / I \ \ I R PLACE EX. 116 LF 6" PVC I I °< d.ad PARKING (TYP. SEE DET.) • `' . ''• <, ' •, ae� (3,050 SF) \ 1
CB RIM=242.17 / IDE SEWER SIDE SEWER fla • .. SPACE ; • .` b °' Z
INV. 6'PVC(S)=240.85 / � l - (SEE NOTE) S = 2.0% MIN. v. .. .• <••' G A V • .• • d•.< A Q; • " I \
/ 4 PVC DOWNSPOUT
Mx N W GAS SERVICE PERMEABLE 1 i ••'d..• PROP' SFR 4 PVC TIGHTLINE AROUND 1, w
i d - DOWNSPOUT '• •:' ° ' <d FOUNDATION TYP. \ + I I �o�co - FROM EX. MAIN PAVER PATIO d • ( )
00434600005803 I ii _l • y CONNECTION (TYP.) ,.: •b
I i (TYP.) . a ' , a CB/SUMP :•
CB a.. a ..
B • •
I ICbRN R NOT / / 274 CONNECT TO EX. 2� • ` • •, � RIM=275.90 I _� ROOF AREA
2Q qN1 CjIFF FAC / -Q W . A: d • A
POWER, CABLE & IE( ,E)=272.90 d A. (10,248 SF) \
PHONE OR REPLACE
'' � °' • •
15' \/ AS REQD PER CITY OUTDOOR UNIT OF 1 ' •
e IISTANDARD DETAILS DUCTLESS MINI SPLIT _
CB/SUMP
Sp , (TYP.) 130' 0
PERMEABLEEX. I (PVMT bIE N,S)=27-2.90 PAVER WALK II�I� TP-
I rs1
o N I 1 . \\\ (TYP.) h. 5 LF 4" PVC - I
\ c�i c . f \ I 3 S = 5.0% I�I cv
11 1 1 11 1 �1 \ \ \ I 00
ABANDON EX. i �\
1 1 �l0 1 1 L_ 1-4 POL 2 /7. _Il
^WATER LINE- - - \�
00434600005802 I 1 11 II II 1 ` \ \ \ \ �j \ d : '.• _ .::� : �r a • _ J D
® / / /�\ o \ \ \ \ f \ \ �� Pw °46
e a� \
- • • A ' BUILDING _ 10
.��C �X-X X �X _ c\i cai
md MENVELOPE
CB RIM= 242.37 d 1 II 1 \1 \ \ \ \ \\�C\ ► -- a ' M �X I m X X - -' X
INV. 6 PVC N = 240.07 1 1 Q \ \ roun ' mWaft ,
INV. 12"CMP(SE)=239.95 1^ \ 1 \ \ `\� \ \ a" N � LIMITS OF CLEARING PROP. REPLACEMENT
\ MARK W/ TREE PROTECTION
INLET PROTECTION - \ \ N EX. POWER - - - TOP _ TREE 6" DOUGLAS
W rn \ _ - - OF FENCING SILT FENCE BMP C233
BMP C220; TYP. RE-ROUTE Ex'� v \ \ \ \ r, �, TRENCH (W/ \ - - \ - - - - _ BA�K _2 \ ( ) FIR; TYP.
( ) UNDERGROUND 6, _ - =Z68- _ 2 2 j OR ORANGE FENCING (BMP C103) )
SERVICE TO PEDES AL 1 \ 1 CABLE & PHONE)n - - - 4(32,800 SF) L
1 1 1 C �NOT�sET. �' �--- ��----266--- -ti; ��� � ��
1 -26
1 I�FACE\ _ 4------ \
\ N 89°3 49" E 30%J:7,R' \ \
ASPHALT s� \ \ \ \ 4
DRIVEWA \ FOUND 1/2" EBA�
\ \ \\ \\ \ WDESTROYE CAP
EX'G 19515 % \ \\\\ \\ \\\ - - - - - _ - - 58 0043000055_b0-
WATER METER -t9 \ \ \ \ \ - - - l \
\ \ -1 PdSf Llc �I LT -FACE - - ``� / \
�C.23�; S� DST - - _ (N
EX'G PEDESTAL �G \ \ \ � �R 3M SHE. 3� I'v/ \ \ \ \ \ y \
SERVING 19524 94TH PL W
LEGEND a - - - / � , \
-23 \ _ 7 ,
0 SET 1/2" X 24" REBAR W/CAP STAMPED 'PCS 37536"
O EXISTING REBAR W/CAP, AS NOTED
)11( SET NAIL AND WASHER STAMPED 'PCS 37536"
® FOUND CONCRETE MONUMENT AS NOTED
RIGHT OF WAY CENTERLINE
CORNER SECTION NOT FOUND, CALCULATED POSITION
❑ CATCH BASIN
M POWER METER
WATER VALVE
FIRE HYDRANT
WATER METER
QS SANITARY SEWER MANHOLE
MAILBOX
ELECTRICAL JUNCTION BOX
UTILITY/POWER POLE
GUY ANCHOR
• CONIFEROUS TREE
• DECIDUOUS TREE
FIR
H HEMLOCK
M MAPLE
MADR MADRONA
LOT COVERAGE:
LOT AREA = 51,836 SF (1.19 AC)
LOT COVERAGE = 13,727 / 51,836 = 26.4%
MAX LOT COVERAGE = 35%
DISTURBED AREA = 32,800 SF (0.75 AC)
AVG. LOT SLOPE:
AREA OF DISTURBANCE - 8.0%
OUTSIDE ARE OF DISTURBANCE - 30.0%
IMPERVIOUS SURFACE CALCS
PROPOSED SFR ROOF (NPGHS):
UNCOVERED PATIOS & WALKWAYS (NPGHS):
NEW DRIVEWAY (PGHS):
10,248 SF
865 SF
3,196 SF
TOTAL
PROP NPGHS:
11,113
SF
TOTAL
PROP PGHS:
3,196
SF
TOTAL
IMPERVIOUS AFTER FINAL CONSTRUCTION:
14,309
SF
i1211effrffil".1 114
A = 274.42
B = 272.50
C = 276.57
D = 278.45
AVE. GRADE = 275.49
MAX. BLDG HEIGHT = 275.49 + 25' = 300.49'
NOTE:
A TOPOGRAPHIC SURVEY HAS BEEN PERFORMED BY
PACIFIC COAST SURVEYS, INC. ALL EXISTING
INFORMATION SHOWN IS BASED ON OTHER
CONSULTANTS OR FROM SITE OBSERVATIONS.
EXISTING SOIL & VEGETATION NOTE:
THE GEOTECHNICAL ANALYSIS PREPARED BY COBALT
GEOSCIENCES FOUND THE EXISTING SOILS TO BE WEATHER
ADVANCE OUTWASH UNDERLAIN BY VASHON ADVANCE
OUTWASH TO A DEPTH OF 12 FEET BELOW GRADE.
GROUNDWATER WAS NOT ENCOUNTERED IN ANY OF THE TEST
PITS. THE SITE IN THE AREA OF DISTURBANCE CURRENTLY
CONSISTS OF A GRAVEL DRIVEWAY, HOUSE, LAWN AND TREES.
NOTE:
A BOUNDARY SURVEY HAS BEEN PERFORMED FOR THIS
PROJECT BY PACIFIC COAST SURVEYS, INC.
NOTE:
THE DESIGN INFILTRATION RATE PROVIDED BY THE
PROJECT GEOTECHNICAL ENGINEER FOR THIS PROJECT SITE
IS 1.3 INCHES PER HOUR.
LINE TABLE
LINE
LENGTH
BEARING
L 1
10.30
N 88'50'05" W
L2
10.00
N 06'13'13" W
L3
20.99
N 00°31 '21 " E
L4
4.88
N 62°3257" E
CURVE TABLE
CURVE
LENGTH
RADIUS
DELTA
C1
94.87
65.00
83°37'30"
C2
5.42
360.28
0°51 41 "
C3
57.28
84.95
38'38'00"
m
r
0
m
D
I
CB
INV.
FAI
I
0.78
S)=279.33
I
I
I
I
CD
N
I
I
I
I
FOUND 1/2" REBAR/CAP
STAMPED LS12716
0.1 '(N) &0.2'(W) OF CORNER
N
ne
20 I�A�� 40
HORIZONTAL SCALE
N
VICINITY MAP
SCALE: 1" = 2,000' -JkS
LEGAL DESCRIPTION
LOT A OF CITY OF EDMONDS SHORT PLAT S-9-89 RECORDED UNDER
AUDITOR'S FILE NUMBER 8906200263. BEING LOT 3 AND A PORTION OF LOT
4 OF CITY OF EDMONDS SHORT PLAT NO/ S-12-81, RECORDED UNDER
RECORDING NUMBER 8408290222, BEING A PORTION OF LOT 58, EDMONDS
SEA VIEW TRACTS, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME
3 PAGES 76 AND TRACKS 17 AND 25, PUGET SOUN MACHINERY DEPOT FIVE
ACRE TRACTS, ACCORDING TO THE PLATE THEREOF RECORDED IN VOLUME 5
OF PLATS, PAGE 47, RECORDS OF SNOHOMISH COUNTY, WASHINGTON.
TOGETHER WITH AN EASEMENT FOR INGRESS, EGRESS AND UTILITIES AS
DESCRIBED IN INSTRUMENT RECORDED UNDER RECORDING NUMBER 1423034
AND DESCRIBED AND DELINEATED IN SHORT PLAT RECORDED UNDER
RECORDING NUMBER 8408290222 AND DELINEATED IN SHORT PLAT RECORDED
UNDER RECORDING NUMBER 8906200263. EXCEPT ANY PORTION THEREOF
LYING WITHIN THE ABOVE DESCRIBED MAIN TRACT.
SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON.
DATUM NAVD 88
BENCHMARK
MAGNETIC NAIL & SNOHOMISH COUNTY TAG. WGS SURVEY
DATA WAREHOUSE DATABASE ID 17847.
ELEV.=210.54'
SITE DATA
SITE ADDRESS: 19515 94TH PL W EDMONDS, WA 98020
TAX ACCOUNT NO.: 00434600005801
WATER SUPPLY: CITY OF EDMONDS
SEWAGE DISPOSAL: CITY OF EDMONDS
GROSS SITE AREA: 1.19 ACRES
SURVEYOR
PACIFIC COAST SURVEYS, INC.
P.O. BOX 13619
MILL CREEK, WA 98082
425.512.7099
OWNER f APPLICANT
DUANE & DEANNE LANDSVERK
24113 56TH AVE W
MOUNTLAKE TERRACE, WA 98043
CIVIL ENGINEER
OMEGA ENGINEERING, INC.
JOSEPH SMEBY, PE
2707 WETMORE AVE.
EVERETT, WA 98201
425.903.4852
F: 425.259.1958
Zone �' 1L Corner i Flag ��
Setbacks:
Required Actual
Front
25'
Sides
10
Rear
-
Other
-
Height
25'
APPROVED BY PLANNING
PUBLIC UTILITY PURVEYOR INFO.
Aug 082023
1)
SNOHOMISH COUNTY PUD
425.783.1000
2)
PUGET SOUND ENERGY
1.888.225.5773
3)
COMCAST
1.800.XFINITY
RESUB
4)
WATER AND SEWER: CITY OF EDMONDS
5)
STORM: CITY OF EDMONDS
Aug 04 2023
6)
FIRE: SOUTH COUNTY FIRE
CITY OF EDMONDS
425.551.1200
DEVELOPMENT SERVICES
DEPARTMENT
Know what's below.
Call two business
BLD2023-0623 days before you dig.
z
O
a
U)
w
Q
z
Q
J
W
H
�J
LLIo04 00�
Q 00
r �rD Lh
N
L0 L0
LLI LL I +
�w
r-- w
N
4z
()d
WZ
99
ZW
0 z
W
0
0
Z
z
�
W
U)
j
H
M
C0
Lu
>
U LL0
z
F
m
O
0 U)
0
v
Z
Z
0"
O
Z
IL
O
�
N
U
a
PROJ. NO. I DSN. BY:
23-0404 EJT
DATE'
7/28/2023
SCALE:
1"=20'
DRAWING NO.
1
1
OF