ENG ASBUILT LOT 3LEGAL DESCRIPTION
LU/ 3, CIIY OF EDMUNDS SHORT SUBDIVISION, PLN2019-0052, AS RECORDED UNDER
RECORDING NUMBER 202202145001 - RECORDS OF SNOHOMISH COUNTY, WASHINGTON.
SITUATE /N THE COUNTY OF SNOHOMISH, STATE OF WASHING TON.
BASIS OF BEARINGS
THE MONUMENTED CENTERLINE OF 84TH AVE. W.,
AS THE BEARING OF N 002000" E.
BENCH MARK
ORIGINA 77NG BENCHMARK
FOUND CASED CONC MON. W/ INVERTED NAIL IN 2-1/2" I.P AT THE INTERSECT70N
OF 84TH AVE. W. AND 238TH ST. S.W.
ELEVATION : 44767'
IBM
CASED CONC. MON. W/BRASS PIN /N 2" CONC. FILLED I.P. DOWN 0.60: 1.55'(S)
OF C/L. AT THE INTERSECTION OF 87TH AVE. W. AND 240TH ST. SW
ELEVA TION: 417.17'
DATUM: NA VD 88
UTILITY SEPARATION REQUIREMENTS
WA TER
• 18" MINIMUM COVER FOR WATER SERVICES.
• 3' MINIMUM HORIZONTAL SEPARA 77ON BETWEEN WATER SERVICES
AND ALL OTHER UTILITIES, EXCEPT SANITARY SEWER.
• 10' HORIZONTAL SEPARATION BETWEEN SANITARY SEWER AND
WATER MAINS OR SERVICES
• 12" MINIMUM VER77CAL SEPARA 7TON, FOR PERPENDICULAR
CROSSINGS, BETWEEN WATER MAINS OR SERVICES AND ALL 07HER
UTILITIES, EXCEPT SANITARY SEWER.
SANI TAR Y SEWER
• 2' MINIMUM COVER FOR SIDE SEWERS & LATERALS
• 5' MINIMUM HORIZONTAL SEPARA 77ON BETWEEN SANITARY SEWER
AND ALL OTHER UTILITIES, EXCEPT WATER.
• 10' HORIZONTAL SEPARA7ON BETWEEN SANITARY SEWER AND
WATER MAINS OR SERVICES
• 12" MINIMUM VER77CAL SEPARATION, FOR PERPENDICULAR
CROSSINGS, BETWEEN SANITARY SEWER AND ALL OTHER U77LI77ES,
EXCEPT WA TER.
• 18" MINIMUM VER77CAL SEPARA 77ON BETWEEN WATER AND SEWER,
SEWER LAID BELOW WATER.
STORM
• 2' MINIMUM COVER FOR STORM SYSTEMS, UNLESS DUC77LE IRON
PIPE IS USED.
• 5 ' MINIMUM HORIZONTAL SEPARATION BETWEEN STORM AND ALL
077-IER U77LI TIES
OUTSIDE AGENCYU77-177ES
• 36" MINIMUM COVER FOR JOINT GAS, ELECTRIC, TELEPHONE, CABLE
TV SERVICE AND CONDUCTORS
• 36" MINIMUM COVER FOR A PRIMARY DIS7RIBU770N SYSTEM.
UTILITY NOTE
ALL NEW UTILITIES ARE REQUIRED TO BE INSTALLED UNDERGROUND.
CONSTRUCTION NOTE
APPLICANT SHALL REPAIR/RELACE ALL DAMAGE TO U77LI77ES OR FRONTAGE
IMPROVEMENTS IN CITY RIGHT-OF-WAY PER CITY STANDARDS THAT IS CAUSED
OR OCCURS DURING THE PERMITTED PROJECT.
IMPERVIOUS AREAS
LOT 3
HOUSE+COVERED D/W, PATIO, PORCH, WALK 2,368 SF
(ROOF LINE)
UNCOVERED PA770 AND WALK 30 SF
UNCOVERED DRIVEWAY 600 SF
TOTAL = 3,198 SE
(TOTAL ALLOCATED FOR LOT 3 OF SHORT PLAT = 3,300 SF)
BUILDING HEIGHT
CALCULATIONS (AOG)
SPOT ELEVATIONS FOR HEIGHT CALCULA77ONS•
ELEVA 77ON A:
406.79
ELEVA 77ON B.
408. 39
ELEVA 77ON C.
411.08
ELEVA 77ON D: _
411.62
TO TA L:
= 1,63788
409.47
AVERAGE ORIGINAL GRADE (AOG)
=
FINISHED FLOOR
= 407.40
ROOF AT RIDGE
= 434.23
ALLOWABLE BUILDING HEIGHT
= 434.47
PER CITY OF EDMONDS
(409.47 + 25 FT)
DATUM REFERENCE POINT (SEE PLAN)
CASED CONC. MON. W/BRASS PIN
IN 2" CONC. FILLED I.P.
DOWN 0.60'. 1.55'(S) OF C/L. AT
THE INTERSECTION OF
877H AVE. W. AND 240TH ST. S W
ELEVATION: ION: 417.17'
LOT COVERAGE
NET LOT AREA: 8,006 SF
ALLOWABLE COVERAGE (35.Z) 2,900 SF
HOUSE, COVERED DECK & GARAGE 2,077 SF
PERCENT COVERAGE 25.94%
STORMWA TER CONTROL SUMMARY
PROJECT St TE CA TEGOR K CA TEGORY 2
DISCHARGE LOCATION: CI TY'S MUNICIPAL SEPARATE STORM
SEWER SYSTEM (MS4)
TYPE OF AREA
SQUARE FOOTAGE
STORMWATER FACILITY
LA WN AND LANDSCAPE
4,808 SF
SOIL AMENDMEN TS
ROOFS
2,368 SF
DETEN77ON TANK
HARD SURFACES*
4-0
830 SF
I DETENTION TANK
259 RETROFIT
SF
I N.A.
* INCLUDES UNCOVERED PA 770, WALKWA Y & DRI VEWA Y ONL Y.
SW1/4, SEC 31, TWP 27N, RGE 4E, W.M.
240TH ST SW SHORT PLAT - LOT 3 4
Zone RS-8 Corner
N Flag Y
Setbacks:
Required
Ac�uaT- -
Side
7.5'
N= 7.5'
Side
7.5'
E > 7.5'
Side
7.5'
*W > 7.5'
Side
7.5'
S = 12.5'
Height
-_-25'
28-91/8"
' FROM ACCESS EASEMENT.
APPROVED BY PLANNING
�"r•t , 4" PVC ROOF
DRAIN ®1.09'
PERFORATED STUB -OUT MIN
CONNECTION PER CITY STD
Jan 28 2022 DWG NO. S0-639
(SEE DETAIL ON SHT GN-0 )
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SSCO
lE 402. 51
INSTALL ON
4" PVC SIDE SEWER SS STUB
0 2.09 MIN x-
-__� 398
N89 08 31 "W 104.60'� �' - _ dr4
A t� r-��I 10' MIN LENGTH FOOTING
/ DRAIN DRYWELL TRENCH
SDCO i (PER GEOTECH
IE 404.0 SSCO RECOMMENDA PIONS)
lE 404. Of
3 -- 10' PRIVATE SEWER
ka , SERVICE EASEMENT
9,505 SF
8,006 SF (NET) 4 VC
F0077NG o
PROPOSED HOUSE DRAIN 0 ^o
(PLAN 707) 1.09 MIN
MAIN FF 407.40 ,Lu
GARAGE CIMMERON
FF 406.40 1 A CONDOMINIUM
�� to
p (AFN 9503305003)
a
o�
41.6'
I 21' �- DRY U77LI71ES
'�.•:;:•;. ..:, ;� - iq m 10' PRIVATF STORM
1 J N m _ DRAINAGE EASEMENT
r N89 08 31 "W 146.13
i h
' k I 12.5' PRIVATE STORM r�
1 t DRAINAGE EASEMENT _ I
SHORT PLAT IMPROVEMENTS O
CONSTRUCTED AS PART OF THE 240TH
ST SW SHORT PLAT (PLN20190052) �� :'•'. (•' ' , >� I '
SNO CO -•
�
- SP635(11-78) - - - 1®. _::.:-�.::; "III Ir' , DRY
(AFN 7912120296) , , � • .:'•:•:..-..,..:. I I , �,
- ---- I r'
rrr
J.
ALL DISTURIID SOILS SHALL BE
COMPOST AMENDED PER CITY Of ► I t ' r r ��
EDMONDS STANDARD DETAIL SO-642 0R
APPROVED EQUAL. I f
� •:�:' �:•:'�•:�•� :�::::•�::•::: III ��
Applicant shall repair/replace all
damage to utilities Oftntage
improvements in City right-of-way
per city standards that is caused or
occurs during the pehmitted project.
CONNECT TO
SD STUB5�
N15 3328 E
19.13 I I
N890831"W 366-r � c
1-1/2" WA TER SERVICE LINE y�,! 5
(TRACER WIRE TO BE
INSTALLED WITH WATER LINE) o ��
� r
46' DRAINAGE & JOINT 1 �'� :... ;•,. ;•.. • j ,, i::- :.
UTILITY EASEMENT (TIP) ; : •' I"�� f
CONCRETE
;n
DRI VEWA Y
24' PRI VA 7E
INGRESS/
EGRESS
EASEMENT i
n I :�•�:��-:�� �•���•:�� �•:�•-:����--��� � �•�• III � � I h
11 I.�•:::,:'•,::-:-I:-'.•,-.•:•;.•:•:.. Ills I i ' ��
•10� ~III � :.=,::'- �:-.�:�. �I I I II
I I Ir , II
CONTACTOLYMP�VIEW ( :'.. -�'� - -'- - - - - -- - - J
WATER/SEWER DISTRICT 11 i' II
1" WATER METER
MAXIMUM DRIVEWAY SLOPE I,I �� FOR LOT 3
ALLOWED 14% f It: ':: -::•'. - '.:: I�I I I II
VICINITY MAP
NOT TO SCALE
N
SCALE. 1 '° = 20'
0 10 20 40
PROJECT TEAM
APPLICANT
LANDSCAPE
ADAMANT HOMES, INC.
WILLIAM BROWN LANDSCAPE ARCHITECTS INC.
PO BOX 14790
16630 30 TH DRIVE RE
MILL CREEK, WA 98082
BOTHELL, WA. 98012
(425) 318- 7687
(425) 417- 4609
CONTACT. LOREE QUADS
CONTACT: WILLIAM A. BROWN
EMAIL: LOREEOADAMANTHOMESCOM
EMAIL: CORKY BOCOMCAST.NET
CIVIL ENGINEER
GEOTECHNICAL
RAM ENGINEERING, INC
EARTH SOLUTIONS NW, LLC
16531 13TH AVE W, SUITE A 108
1805 136TH PL NE, SUI IF 201
L YNNWOOD, WA 98037
(425) 678-6960
(425)CONT67:
BELLEWE, WA 98005
ROB L. LONG, PE
PHONE: (425) 284-3300
EMAIL: ROBLORAMENG/NEER/NG/NCCOM
CONTACT- RAY COGLASPE
,
EMAIL: RAY.COGLASCELAS�ARTH7HSOLUTIONSNW.COM
SURVEYOR
PACIFIC COAST SURVEYS, INC.
P.O. BOX 13619
MILL CREEK, WA 98082
(425) 512- 7099
CONTACT DARREN J. RIDDLE, PLS
EMAIL: DARRENOPCSURVEYS.NET
SITE DA TA
SITE ADDRESS.- 8715 240TH STREET SW, EDMONDS, WA. 98026
TAX PARCEL ID NUMBER: 00463301500400
AGENCIES/UTILITIES
JURISDIC77ON
CITY OF EDMONOS
STORMWATER
CITY OF EDMONDS
WATER DISTRICT
OLYMPIC VIEW WATER & SEWER DISTRICT
SEWER DISTRICT
OLYMPIC VIEW WATER & SEWER DISTRICT
SCHOOL DISTRICT
EDMONDS SCHOOL DISTRICT NO. 15
FIRE DISTRICT
SNOHOMISH COUNTY FIRE DISTRICT NO. 1
TELEPHONE
ZIPLEY FIBER
ELECTRICAL
SNOHOMISH COUNTY PUD NO. 1
GAS
PSE
CABLE
COMCAST
GRADING QUANTITIES
CUT.• ±200 CU YDS
FILL: t 150 CU YDS
1) GRADING QUANTITIES INCLUDE ADDITIONAL CUT AND FILL QUANT777ES POTEN77ALLY
NEEDED FOR ORGANIC SOIL AMENDMENTS IN ACCORDANCE WITH BMP T5.13 POST
CONSTRUCT70N SOILS QUALITY AND DEPTH.
2) GRADING QUANT777ES HAVE BEEN ESTIMATED AS SHOWN ABOVE. SITE IMPORT AND
EXPORT IS BELOW 10,000 CY AND THUS NO HAUL ROUTE AGREEMENT IS REQUIRED.
SHEET INDEX
COMPLIE*)fft1'H APPLICABLE -
CITY STORMWATER CODE CITY OF EDMONDS
1
42/3/2022 2
3
SP-O 1 SITE DEVELOPMENT PLAN
TP-01 GRADING & TESC PLAN
GN-01 & DETAILS
BLD2021-1096
Know what's below.
Call before you dig.
APPROVED FOR CONSTRUCT/ON
CITY OF EDMONDS
DATE:.
02/08/2022
BY.•
CITY ENGINEERING DYV18I0N
RAM
ENGINEERING, INC.
Civil Engineering / Land Planning
19109 36TH AVE W. SUITE 100
LYNNWOOD. WA 98036
PHONE: (425) 678-6960
WWVV.RAMENGINEERINGINC.COM
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Jan 07 202'
CITY OF EDWONX
DEVELCPMENT SERVII.,
DEPARTMENT
//7/22
ENGINEER:
ROB L. LONG, PE
DRAWN BY.•
MIKE MORRIS
ISSUE OA7E.• SCALE.•
8/5/21 AS NOTED
JOB NO:
19-015
SHEET.•
SP-0 1
SHT % OF 3