ENG PROJECT ASBUILTLEGAL DESCRIPTION
LOT 1 OF CITY OF EDMONDS SHORT SUBDIVISION, PLN20180031,
SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHING TON.
BASIS OF BEARINGS
CENTERLINE OF 226TH STREET S. W. PER CITY OF EDMONDS SHORT PLAT
S-2003-165 AS RECORDED UNDER AUDITORS FILE NO. 200501045002.
BENCH MARK
ELEVATION : 258.53
DA TUM : NA VD 88
SITE BENCH MARK: NE BONNET BOLT ON TOP OF FIRE HYDRANT LOCATED
APPROX. 135 FEET WEST AND 40 FEET SOUTH OF THE SOUTHEAST PROPERTY
CORNER.
ELEVATION: 269.95
UTILITY NOTE
THE LOCATION OF UNDERGROUND UTILITIES SHOWN HEREON ARE APPROXIMATE
ONLY AND DO NOT REFLECT THE LOCATION OF ALL UTILITIES ON OR IN THE
VICINITY OF THE SUBJECT PROPERTY. THE OWNER SHOULD CONTACT ALL
UTILITY PURVEYORS IN THE AREA TO ASCERTAIN THE LOCATION AND DEPTH OF
ALL UTILITIES.
LOT COVERAGE
LOT AREA (NET): 16,341 SF
ALLOWABLE COVERAGE (357.) 5,719 SF
HOUSE, COVERED DECK & GARAGE 2,156 SF
PERCENT COVERAGE 13.2%
BUILDING HEIGHT
CAL CULA TONS (AEG)
ELEVA TION A:
285.91
ELEVA TION B:
270.82
ELEVA TION C:
267.61
ELEVA TION D:
270.49
TOTAL:
= 1, 094.93
AVERAGE ORIGINAL GRADE (AOG)
= 273.71
GARAGE FINISHED FLOOR
= 270.00
ROOF RIDGE
= 29 Z 58
ALLOWABLE BUILDING HEIGHT
= 298.71
(273.71 + 25 FT)
IMPERVIOUS AREAS
LOT 1
HOUSE+COVERED D/W, PATIO, PORCH, WALK 2,785 SF
(ROOF LINE)
UNCOVERED PA 770 AND WALK 150 SF
UNCOVERED DRIVEWAY 2,600 SF
SHARED ACCESS DRIVEWAY APRON (50Z 650 SF) 325 SF
LOT 2 TOTAL = 5,860 SF
SOILS NOTE
ALL DISTURBED SOILS WILL BE COMPOST AMENDED PER BMP T.5.13.
STORM DRAINAGE NOTES
IF THE RIM TO INVERT OF ANY CATCH BASIN EXCEEDS 5 FEET A
TYPE // CATCH BASIN WILL BE REQUIRED.
FOOTING DRAINS TO CONNECT TO DRY WELL.
CONSTRUCT/ON NOTES
1. APPLICANT SHALL REPAIR/RELACE ALL DAMAGE TO UTILITIES
OR FRONTAGE IMPROVEMENTS IN CITY RIGHT—OF—WAY PER CITY
STANDARDS THAT IS CAUSED OR OCCURS DURING THE
PERMITTED PROJECT.
2. DRIVEWAY SLOPES SHALL NOT EXCEED 1490 PER ECDC 1 & 80. 060.
J. MINIMUM OF 2FT COVER IS REQUIRED ON ALL STORM PIPES
LOCATED UNDER DRIVABLE SURFACES AND 1 FT COVER UNDER
LANDSCAPED AREAS.
4. DRY UTILITIES SHALL HAVE A 3FT MIN HORIZONTAL SEPARATION
AND 1FT MIN VERTICAL SEPARATION FROM ANN WATER, SEWER
AND STORM LINES.
STORMWATER CONTROL SUMMARY
PROJECT SI TE CA TEGORY CA TEGORY 2
DISCHARGE LOCATION: ONSI TE INFILTRATION
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JOHA NNESSEN SHORT PLAT -LOT 1
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CIVIL ENGINEERING PLANS
10' PRNATE SEWER ' ,/'
-----__------EASEMENT TO BENS W
LOTS 1 & 2
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CONCRETE _ LEIF HELLEREN
DRIVEWAY I I ED BOX MONDS,, WWA
EDA 98020
16, 856 SF �� I i CIVIL ENGINEER
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RAM ENGINEERING, INC.
16531 13TH AVE W, SUITE A 108
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/ TT I 425 678-6960
280 / , / DRAIN TIGHTLINE I E=1159.05 I —INSTALLED 1 TO U (160) 8 I ( )
FROM METER TO HOUSE I EMAIL: ROBLORAMENGINEERINGINC.COM
11 RIM 267.70 (TRACER WIRE TO BE 8 CON TACT.• ROB L. LONG, PE
GARAGE ,� I I INSTALLED WITH WATER LINE)
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EASEMENT TO BENEFIT
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LOTS 1, 2 & 3
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(AFN 202012045001)
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SURVEYOR
WEST ALLIANCE, LLC
13614 ASH WAY
EVERETT, WA 98204
(509) 630-0783
EMAIL: MA TRIXSURVEYOR@LI VE. COM
CONTACT: DAVID WEST, PLS
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SITE ADDRESS: 10731 226TH ST SW
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269.5t
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EDMONDS, WA 98020
FG
20' X 50' PRI VA TE INGRESS,
TAX PARCEL ID NUMBER: 27032500310300
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EGRESS & UTILITY EASEMENT
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(AFN 202012045001) i
TOTAL SITE AREA: 16,856 SF (0.387 AC)
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TYPE OF AREA
(LOTS 2 ONLY)
SQUARE
FOOTAGE
STORM WA TER
FACILITY
LA WN AND LANDSCAPE
10,871 SF
SOIL AMENDMENTS
ROOFS
2,785 SF
INFILTRATION TRENCH MEETING LID STD
HARD SURFACES
3,200 SF
INFILTRATION TRENCH MEETING LID STD
259. RETROFIT
0 SF
NIA
SHEET INDEX
CITY OF EDMONDS
1 SP-01 SITE DEVELOPMENT PLAN
2 GN-01 GENERAL NOTES & LEGEND
3 TP-01 CLEARING, GRADING & TESC PLAN
4 DT-01 STANDARD DETAILS
•
Know what's below.
Call before you dig.
OL YMPIC VIEW WATER
CITY OF EDMONDS
EDMONDS SCHOOL DISTRICT NO. 15
SNOHOMISH COUNTY FIRE DISTRICT NO. 1
FRONTIER COMMUNICATIONS
SNOHOMISH COUNTY PUD NO. 1
PSE
REPUBLIC SERVICE
AS -BUILT
BLD20201033
APPROVED FOR CONSTRUCTION
CITY OF EDMONDS
DATE:
BY
CITY ENGINEERING DIVISION
RAMI
ENGINEERING, INC.
Civil Engineering / Land Planning
16531 13TH AVE W, SUITE A108
LYNNWOOD, WA 98037
PHONE: (425) 678-6960
WWW.RAMENGINEERINGINC.COM
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ENGINEER:
ROB L. LONG, PE
DRA WN BY.•
MIKE MORRIS
ISSUE DA TE: SCALE.•
9122120 AS NOTED
JOB NO:
17-002
SHEET.•
SP-01
SH T 1 OF 4