REV 1 APPROVED PLN_ENG RESUB 1-Site_Plan+8.4.2022STEEP SLOPE ,AREA
EXST'6
RETAINING
EXISTING STORM
WALL—,
LINE (SEE PAGE 2
FOR LOCATION)
TEMP. SEDIMENT TRAP FOR
EXISTING CATCH BA51N TO
REMAIN THROUGHOUT
CONSTRUCTION, PER
`
STANDARD DETAIL ER-a02
QV
♦
TOP EDGE OF
STEEP SLOPE
PER SURVEY
O'
♦
50"
GED
42"
CEDAR HEDGE
REMOVE
♦♦ EXISTING
8" GAL.
M,A6NOL I,A
OWNER/CONTRACTOR IS RESPONSIBLE FOR
EROSION CONTROL AND DRAINAGE
CEDAR
HEDGE
EXST
WINDOW I
WELL
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BLUFF-RER-8a_/
SURVEY Q
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\-400D DECK
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PARCEL /
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27040700106200
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(23 q-72 SF) / PROPERTY ��
LINE BETWEEN
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2211
EX I ST I NCE7 // PARGELS ' DEG
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DRIVEWA'I' /
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(NO GHAN6ES) / i/ EXST 6" GONG. BLOC
LANDSGAPE ED61 N6
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NEW----
5TAIR5
' ' / PEG S/ ; PARCEL I�
15T1N6 s' 27040700106700 ��-
6p` 6E (1-7,40-7 SF) i
-. ,� �" � , - •-"ham'— "� _ �— — _ / % � , D�G -- � ' \� I
W DEG
STAIRS NEW AGED 1 24 o 1 f
WO DECK �\ GED
51LT/FABRIC FILTER FENCE, 645F Deck setback of less than 10'�'
CONSTRUCTION, PER
TO REMAIN THROUGHOUT WITH �RVIOUS feet if deck is o er 30" in height.
- _ -
STANDARD DETAIL ER-cI00 SURFPCE 10 feet minimu dimension
BELOW DECK shown.
ALL DISTURBED SOILS SHALL BE PROPERTY
/ COMPOST AMENDED PER CITY OF LINE
EDMONDS STANDARD DETAIL SD-642 OR
APPROVED EQUAL.
NOTE: ALL EXISTING TREES TO REMAIN U.N.O. /
i
OWNER/CONTRACTOR RESPONSIBLE FOR LOCATING
ALL ON SITE UTILITIES. RELOCATION/REVISION TO ANY
UTILITIES MAY REQUIRE A SEPERATE PERMIT.
Applicant shall repair/replace all I
damage to utilities or frontage
improvements in City right-of-way
per city standards that is caused or
occurs during the permitted project. '
I
Nothing in the permit approval process shall be
interpreted as allowing or permitting the maintenance
of any currently existing illegal, nonconforming or
unpermitted building, structure or site condition which
is outside the scope of the permit application, regardless
of whether such building, structure or condition is
shown on the site plan or drawing. Such building,
structure or condition may be the subject of a separate
enforcement action.
PROJECT INFORMATION
APPROVED BYPLANNING
69 rrII
Aug 18 2022
-
Zone
------------
RS-12 , Corner ---
---. Fla Y
Setbacks: Required
* Actual
10,
N > 10'
Side
Side
----------•
10g
S = 10'
Side
10'
E > 10'
Side
10'
** W > 10'
---------
NO
Height
25'
:CHANGE
* Actual setbacks listed are to
proposed deck
addition.
** Setbacks from western property boundary
are greater than 50 feet from steep slope.
OWNER NAME: ROBERT MAGRINO REVOCABLE TRUST
SITE ADDRESS: 16900 TALBOT RD
EDMONDS, WA 98026
PARCEL#s: 27040700106200 & 27040700106700
ZONING: RS-12
LOT AREA: (0.55+0.33) 0.88 ACRES (-38,332 SF)
LEGAL DESCRIPTIONs:
SEC 07 TWP 27 RGE 04LOT 2 OF CITY OF EDM SP REC AF NO
9308130775 BEING A PTN OF S1/2 NE-1
4
SEC 07 TWP 27 RGE 04LOT 1 OF CITY OF EDM SP REC AF NO
9308130775 BEING A PTN OF S1/2 NE1/4
NORTH ENGINEERING DIVISION
S 1 TE PLAN 1" = 20'-0" APPROVED AS NOTED
08/18/2022
NO STORMWATER MANAGEMENT SYSTEM
0 20' 40' 60' 80' REQUIRED AT THIS TIME. IF NEW AND/OR
REPLACED IMPERVIOUS SURFACE EQUALS
2000SQFT OR GREATER, A STORMWATER
MANAGMEMENT SYSTEM MAY BE REQUIRED
PER CITY CODES AND STANDARDS
REVISION
Aug 04 2022
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
RESUB
Aug 04 2022
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
B L D2022-0199
RESPONSE TO PLAN REVIEW 7/14/2022
REVISIONS
BY
MAPLE
LEAF
DESIGN
Residential Design
Landscape Architecture
1208 8th Avenue N
Edmonds, WA 98020
Phone: (206) 523-6427
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Date -7/14/2022
Scale III = 20'-0"
Drawn LD6
Job
Sheet
Fol
SCALE: 1' = 20'
20 10 0 20 40
A PORTION OF THE SE 1/4 OF THE NE 1/4 OF SECTION 7, TWP. 27 N., RGE. 4 E., W.M., CITY OF EDMONDS, SNOHOMISH COUNTY, WASHINGTON
/ 4" DC
3' METAL HAND RAIL
1/ CONC. RETAINING WALL -,
TOP OF EXPOSED
8" CMP PIPE
TOP EDGE OF SLOPE
TOP OF EXPOSED
8" PVC PIPE
6' CHAIN LINK FENCE
9' CEDAR HEDGE
SSMH, RIM=80.51
IE 8" CENTER CHANNEL
(NE,SE)=74.01
SURVEY NOTES
1. BASIS OF BEARING IS N 44` 41' 24" E UTILIZING THE MONUMENTS ON TALBOT ROAD FROM
THE INTERSECTION OF SEALAWN PL TO THE INTERSECTION OF 171 ST ST SW
2. VERTICAL DATUM IS NAVD 88.
3. HORIZONTAL DATUM IS NAD83 (201 1) BASED ON WSRN OBSERVATIONS
4. LOCATES WERE NOT REQUESTED SO ONLY SURFACE FEATURES FOR UTILTIES ARE SHOWN
5. CONTOUR INTERVAL IS 2 FOOT
6. SEE MAP FOR TEMPORARY BENCHMARK INFORMATION LOCATIONS.
TBM 1 - SET PK & WASHER, ELEVATION 88.63 FEET
SURVEY INSTRUMENTATION
SURVEYING PERFORMED IN CONJUNCTION WITH THIS SURVEY DOCUMENT UTILIZED ALL OR A
PORTION OF THE FOLLOWING EQUIPMENT:
3" TOTAL STATION MAINTAINED TO MANUFACTURER'S SPECIFICATIONS AS REQUIRED BY
WAC-332-130-100
PROCEDURE USED: FIELD TRAVERSE WITH ACCURACY MEETING OR EXCEEDING THE
REQUIREMENTS OF WAC-332-130-090
TOPCON GR-5, REAL TIME KINEMATIC (RTK) GPS.
12' CEDAR HEDGE
4' CHAIN LINK FENCE
0.5' CONC. PAVER
PATH EDGING
CONC. PAD
FOR HVAC UNIT
16838 TALBOT RD
30'
LEGEND
o
BOLLARD
9
SANITARY SEWER MANHOLE
m
8" PVC ROOF DRAIN
�D
STORM DRAIN MANHOLE
LIGHT POLE
LANDSCAPE LIGHT
IR
IRRIGATION CONTROL VALVE
CLUSTER (CL)
CONIFER (CF)
0
DECIDUOUS (DC)
DESIGNATED TEMPORARY BENCH MAR
X12.3
SPOT ELEVATION
- -
RIGHT OF WAY LINE
— —536—
EXISTING GROUND CONTOURS
—
EDGE OF VEGETATION
FENCE, CHAIN -LINK
O —
FENCE, WROUGHT IRON
— O
C
COMMUNICATIONS, BURIED
P
POWER, BURIED
D
STORM
S
SEWER
--------------
TREE DRIPLINE
BUILDING LINE
ROCK
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REVISIONS
NO.
DESCRIPTION/DATE
BY
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JOB NO.:
DWG. NAME:
SR-03
DESIGNED BY:
DRAWN BY:
JDC/SAF
CHECKED
BY:
DATE:
02-14-2022
DATE OF
PRINT:
1 1
OF
SHEETS
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