APPROVED ENG RESUB 2-BLD2023-1095+Site_Plan+8.23.2024_10.21.19_AM+4458883SCHEDULE ALL INSPECTIONS THROUGH MYBUILDINGPERMIT.COM
BLD2023-1095
SECTION 19, TOWNSHIP 27 N, RANGE 4
E, W.M.
RESUB
STOCKPILE
OWNER/CONTRACTOR RESPONSIBLE FOR LOCATINGLEGAL
MAPLEWOOD�GROVE NC
DESCRIPTION Aug 23 2024
JJI
SEE NOTE [90603500001600
ALL ON SITE UTILITIES. RELOCATION/REVISION TO ANY
V. 13, F A. 18
VALLEY HI BLK 000 D-00 - LOT 9 OFNDS
Cf)I
UTILITIES MAY REQUIRE A SEPERATE PERMIT.
DEVELOPMENTCITY
S
r,
0
TOPSOIL �
WOOD FENCE CORNER
DEPARTMENT
SITE DATA
SEE
NOTE PROP. RELOCATED
0.1' SOUTH
SIDE SEWER
SPLASH
SITE ADDRESS: 19803 81ST PL W. EDMONDS, WA
EX. SIDE
Cf)
10.00'(P)
'PROP.
SSCO
WOOD FENCE
0.4' SOUTH BLOCKS (TYP.)
98026
TAX ACCOUNT NUMBER: 00603400000900
SEWE
1 N8903'28"W 127.30' (P)
ZONING : RS-8
SERVICE
oN89032
"W 40.00' (P)
X
.
OWNER APPLICANT
S
SS
ooSS
s -
WOOD FENCE CORNER
JAMES & HEATHER RUST
EX.
/W T9
N '� 7.5' BSBL
0.3' WEST AND 1.5' SOUTH
19803 81 ST PL W
BE U
ED A
-
_ _ _ _ _
g=3g2,7
EDMONDS, WA 98026
BENCHMARK
CONS
IEX.
ENT
A=380.2 /
EV
_
_
'
CIVIL ENGINEER SURVEYOR
18'
_ 55.7'
NAIL
& WASHER
W
TER
EL=376.2'
METER
EX. PVMT /
GARAGE HOOKUP
to
I
i
/
OMEGA ENGINEERING, INC. ORCA LAND SURVEYING
I
EX
WATER
(5.1 SLOPE11
FF=376.I' /
PROP. ROOF
OVERHANG (TYP.) /
JOSEPH SMEBY, PE 3605 COLBY AVE
CB INLET
EX. CB
SERVICE
b
/
2707 WETMORE AVE. EVERETT, WA 98206
of
PROTECTION
"�
o
EVERETT, WA 98201 425.259.3400
o
PER DET.
I /
0
425.903.4852
ER-902
W/00
/
Cnn
LOT 9 / /
J
- o
F: 425.259.1958
SD
SDI
5'
14'
00603400 00900
9
i I
VALLEY HI /
V. 15, PA. 81
m
m
/
r
HEIGHT CALCULATIONS
n MIN. I / / w o SLOT 18
/ccoo EX. PROP. ADDITION 10
0 CONNECT 2 8' - /"' Ln MAPLEl�00 GR
O HOUSE (1,034 SF) / o V. 17, P�
F OTING DRAIN cv „ FF=3 4.4' i I � � co 0
PP OVED BY PLANkIN T 48 z ��5-1 0 m
0 DR WELL INSTALL / I�
SIDE
EX. ELEV
A
380.2
B
382.7
C
383.3
D
381.2
T FENCE I I i C=383.�
�- dn SILTEX. o IF NEEDED � � � / TOTAL = 1,527.4
Aug92024 PVMT Iv' --i`+ r EX. FLOW ARROW AVG GRADE = 1,527.4/4 = 381.8'
9 U) SDCO _ _ _ _ 56.6' -
4 ' - � � � i / 5.8� SLOPE
43 LF 4" PVC D=381.2 ri W OD DECK' MAXIMUM = 381.8' + 25.0' = 406.8
--, Lo
Z ne -R Corner_ Fag DOTING DRAIN 25' Ir7 �l_�FF=384.4' �_ I /7.5' -BSBL WOOD FENCE CORNER (AVERAGE GRADE + 25' )
CONNECTION BSBL{ - I �X y /� o I 0.1' NORTH AND 0.3' WEST Proposed = 399.52
Seacks: Required Actual 60' 10.00'(P) 127.25(P)
TOPSOIL/STOCKPILE NOTE:
Fro 25' 25' ROW N890939"W 137.25' (P) PILES ARE TO BE COVERED W/ PLASTIC
----' ` I I / 1n LIMITS OF C �EARING SHEETING WITHIN 24 HOURS.
71 -- 30 WOOD FENCE CORNERI c" MARK W/ Of ANGE FOUND 1-1/4" IRON PIPE,
Sides _._ n'_____ _ FLAG G 451 SF 0.1' EAST AND 0.3' SOUTH CONTRACTOR TO INSTALL SILT FENCING WHERE
15, L55
0.8' NORTHI ) OF PROPERTY CORNER NECESSARY ALONG PERIMETER IF VEGETATIVE
Rear `--_.__ I EX. DECK AND UNDER FENCE
BUFFER DOES NOT PROVIDE ADEQUATE
WOOD FENCE INTERSECT& 21" ABOVE GRADE VISITED 6-20-2024 PROTECTION.
Other `--____ 0.1' NTH / (ANY PORTION OF DECK WITHIN
25' 1T8' EXISTING SOIL & VEGETATION NOTE:
Height `-------' 00603400000800 I LINE
TO BE REMOVED / 5' PROPERTY THE SOIL ANALYSIS FOR THIS PROJECT FOUND THE
/ EXISTING SOILS TO BE ALDERWOOD-URBAN LAND
(APPROX. 93 SF)) GUTTERS/DOWNSPOUTS SHALL COMPLEX WITH A DEPTH TO WATER TABLE
STRUCTURAL LOT COVERAGE GRADING QUANTITIES: DRAIN TO SPLASHBLOCKS APPROXIMATELY 18-36 INCHES BELOW GRADE. THE
TOTAL NEW OR REPLACED IMPERVIOUS SURFACE = 1,564 SF CUT = 60 C.Y. NOTE: SITE IN THE AREA OF DISTURBANCE CURRENTLY
-FILTER SOCKS WILL BE ADDED TO ANY CATCH BASINS CONSIST LAWN, EX. DECK AND A SINGLE FAMILY
EX. RESIDENCE = 1,217 SF FILL = 60 C.Y. RESIDENCE.
EX. DECK = 456 SF DOWNSTREAM FROM THE CONSTRUCTION SITE, PER DET. ER-902.
PROPOSED ADDITION = 1,034 SF GRADING QUANTITIES ESTIMATED BASED SEE SHEET 2. Applicant shall repair/replace all
damage to utilities or frontage
ON CURRENT SITE INFORMATION & ALL DISTURBED AREAS TO BE COMPOST AMENDED PER 2019 improvements in City right-of-way •
TOTAL STRUCTURAL = 2,251 SF / 10,207 SF (0.22 AC) = 22% ASSUMED EXCAVATIONS NECESSARY SWMMWW BMP T.5.13. per city standards that is caused or
occurs during the permitted project.
MAX. LOT COVERAGE = 35% FOR PROPOSED IMPROVEMENTS. N
OWNER/CONTRACTOR IS RESPONSIBLE FOR -INSTALL AND MAINTAIN ALL TESC MEASURES ACCORDING TO ENGINEERING DIVISION Know what's below.
LOT AREA = 10,207 SF EROSION CONTROL AND DRAINAGE APPROVED PLANS, CITY OF EDMONDS STANDARD DETAILS, AND ALL APPROVED AS NOTED Call two business
NOTE: OTHER MEASURE THAT MAY BE REQUIRED DURING CONSTRUCTION. 09/30/2024 days before you dig.
LOT SLOPE = 5.8% INSPECTION REQUIRED A BOUNDARY SURVEY HAS BEEN
PRIOR TO BACK FILL PERFORMED FOR THIS PROJECT BY O M EGA SITE PLAN
SPLASH BLOCK NOTE: ORCA LAND SURVEYING.
A MAX OF 700 SF OF ROOF MAY BE DIRECTED ENGINEERING, INC. R U ST ADDITION
TO EACH SPLASH BLOCK. ADDITIONAL SPLASH EXISTING FEATURES NOTE: oe 2707 Wetmore Avenue DATE JOB NO. SCALE SHEET
BLOCKS MAY BE ADDED AS NEEDED.
NO TOPOGRAPHIC SURVEY HAS BEEN o 10 20 Everett, WA 98201
i_iii
PREPARED FOR THIS SITE. HORIZONTAL SCALE (o)425.903.4852 (f) 425.259.1958 1 7/24/24 23-0917 1 " = 20' 1 OF 2
PFN:
SECTION 19, TOWNSHIP 27 N, RANGE 4 E, W.M.
OBSERVATION PIPE MARKING
TYPE 1 OR 1-L CATCH
CENTER OF DRYWELL
BASIN W/ SOLID LID PER
48" DIA. (MIN) DRYWELL
CITY STANDARD DETAIL
SD-303 OR SD-304
4" (MIN) PERFORATED
' \
PVC UNDERDRAIN PIPE
\
I
CLEANOUT
I
w
z'
LIN)
,L
J z
w
a�
0
a
4" (MIN) PVC DRAIN PIPE PER WSDOT
SPEC. 9-05.1(5), 1% (MIN) SLOPE
TEST PLUG IN PLASTIC
BOX MARKED "DRAIN"
CLEANOUT -
12" (MIN
TOPSOIL
WASHED DRAIN ROCK,) /
SEE NOTE 2 J// —
UNCOMPACTED NATIVE
MATERIAL, SCARIFY 3"
(MIN) 1' (MIN) ABOVE SEASONAL
HIGH GROUNDWATER TABLE
OR HYDRAULICALLY
RESTRICTIVE LAYER
PROFILE
NTS
GUTTER
LJ 5' (MIN)
0' (MIN)
PROPERTY LINE/EASEMENT
PLAN j
NTS
4" (MIN) PVC
DRAIN PIPE (TYP)
12" BUILDING
12" 4" (MIN) PVC DRAIN PIPE PER
MIN WSDOT SPEC. 9-05.1(5), POSITIVE
SLOPE
6" (MIN)
12" (MIN) GENERAL NOTES:
4" (MIN) 1. REFER TO THE 2017 CITY OF
PERFORATED PVC EDMONDS STORMWATER ADDENDUM
UNDERDRAIN REMOVABLE FOR SETBACK (CHECKLIST 13) AND
PIPE PER WSDOT PUSH -ON INFEASIBILITY REQUIREMENTS.
SPEC. 9-05.1(6) PVC TEE
2. MINIMUM COVER DEPTHS ASSUME NO
—GEOTEXTILE, SEE NOTE 1 VEHICULAR LOADING. DESIGNER TO
SPECIFY COVER DEPTHS IF
VEHICULAR TRAFFIC ANTICIPATED.
3. PROVIDE 10 FEET (MIN) SPACING
BETWEEN DRY WELLS.
NOTES:
1. PLACE GEOTEXTILE FABRIC ALONG WALLS AND TOP OF WASHED
ROCK. GEOTEXTILE SHALL CONFORM TO WSDOT SPEC. 9-33.2(1),
GEOTEXTILE FOR SEPARATION, NON -WOVEN TYPE.
2. WASHED DRAIN ROCK SHALL CONFORM TO WSDOT SPEC.
9-03.12(5), GRAVEL BACKFILL FOR DRYWELLS.
3. OBSERVATION WELL SHALL CONFORM TO WSDOT SPEC.
9-05.2(6), PERFORATED PVC UNDERDRAIN PIPE.
REVISION DATE
TYPICAL DOWNSPOUT APRIL 2021
CITY OF EDMONDS INFILTRATION DRYWELL
PUBLIC WORKS STANDARD
\ - DEPARTMENT DETAIL
'St. 1g9Q) APPROVED BY: R. ENGLISH SD-638
CATCH BASIN
FILTER SOCK WITH
OVER FLOW HOLES
(NP)
NOTES:
1. CONTRACTOR/DEVELOPER SHALL MAINTAIN
THIS APPLICATION AT ALL TIMES DURING
CONSTRUCTION PERIOD.
2. ANY SEDIMENT IN CATCH BASIN INSERT
SHALL BE REMOVED WHEN INSERT IS
ONE-THIRD FULL.
3. CITY INSPECTION REQUIRED ON ALL
EROSION CONTROL METHODS BEFORE
OTHER WORK CAN BEGIN.
REVISION DATE
/ CITY OF EDMONDS TEMPORARY JANUARY 2018
SEDIMENT TRAP
PUBLIC WORKS FOR CATCH BASINS STANDARD
DEPARTMENT DETAIL
Fst.'189� APPROVED BY: R. ENGLISH ER-902
RESUB
Aug 23 2024
CITY OF EDMONDS
DEVELOPMENTSERVICES
DEPARTMENT
PFN: