ENG ASBUILT LOT 4(a)
0
LEGAL DESCRIPTION
LOT 4, CITY OF EDMONDS SHORT SUBDIVISION, PLN2019-0052, AS RECORDED UNDER
RECORDING NUMBER 202202145001 RECORDS OF SNOHOM/SH COUNTY, WASHINGTON.
SITUATE /N THE COUNTY OF SNOHOMISH, STATE OF WASH/NGTON.
BASIS OF BEARINGS
THE MONUMEN7ED CENTERLINE OF 847H AVE. W.,
AS THE BEARING OF N 00 20'00" E.
BENCH MARK
ORIGINA 77NG BENCHMAFOUND CASED CONC. MON. W/INVERTED NAIL IN 2-1/2"LP AT THE INTERSEC77ON
OF84THAVE. W. AND 238TH ST. S.W.ELEVATION : 447.67'
IBM
CASED CONC. MON. W/BRASS PIN !N 2" CONC. FILLED l.P. DOWN 0.60' 1.55'(S)
OF C/L. AT 77-1E 1N7FRSEC77ON OF 87TH AVE. W. AND 240TH ST. S.WELEVA 770N.417.17'
DA TUM : NA VD 88
UTILITY SEPARATION REQUIREMENTS
WATER
18" MINIMUM COVER FOR WATER SERVICES3' MINIMUM HORIZONTAL SEPARA77ON BETWEEN WATER SERVICES
AND ALL OTHER URL/TIES, EXCEPT SANITARY SEWER.
10' HORIZONTAL SEPARATION BETWEEN SANITARY SEWER AND
WATER MAINS OR SERVICES
12" MINIMUM VERTICAL SEPARATION, FOR PERPENDICULAR
CROSSINGS, BETWEEN WATER MAINS OR SERVICES AND ALL OTHER
UTILITIES, EXCEPT SANITARY SEWER.
SANITARY SEWER
• 2' MINIMUM COVER FOR SIDE SEWERS & LA 7FRALS• 5' MINIMUM HORIZONTAL SEPARA77ON BETWEEN SANITARY SEWER
AND ALL 07HER UT1L171ES, EXCEPT WATER.
10' HORIZONTAL SEPARA77ON BETWEEN SANITARY SEWER AND
WATER MAINS OR SERVICES
12" MINIMUM VERTICAL SEPARATION, .FOR PERPENDICULAR
CROSSINGS, BETWEEN SANITARY SEWER AND ALL 07HER U17L17)ES,
EXCEPT WA TER.
18" MINIMUM VER77CAL SEPARA77ON BETWEEN WATER AND SEWER;
SEWER LAID BELOW WATER.
STORM
• 2'MINIMUM COVER FOR STORM SYSTEMS, UNLESS DUCTILE IRON
PIPE IS USED.
• 5' MINIMUM HORIZONTAL SEPARATION BETWEEN STORM AND ALL
OTHER U77LITIESOUTSIDE AGENCYUMITIES
36" MINIMUM COVER FOR JOINT GAS, ELECTRIC, TELEPHONE, CABLE
TV SERVICE AND CONDUCTORS.
36" MINIMUM COVER FOR A PRIMARY DISTRIBUTION SYSTEM.
UTILITY NOTE
ALL NEW U71LI71ES ARE REQUIRED TO BE INSTALLED UNDERGROUND.
SW1/4, SEC 31, TWP 27N, RGE 4E, W.M.
240THSTSWSHORTPLAT -LOT4
00463301000402 00463301000302
10' M/N LENGTH FOOTING
DRAIN DRYWELL TRENCH
(PER GEO TECH
RECOMMENDATIONS) 10' SEWER EASEMENT \
PERFORATED STUB -OUT
CONNECTION PER CITY STD �l8005210087 .� / •. \ �- �� -T `\ \\
DWG NO. SD-639 - \ -� .
(SEE DETAIL ON SHT GN-01) \�
; i-, \� �` -- `� _
\ N89 07'41 "W 146.11 ' - - Y ,`tie
. ^ - - - -
EXISTING TREES _ _
TO REMAIN (TIP) ' �. \-- ��--� F - 1 _i i; SSCO --T-S �-S
i� 14 �c2_ _ �1 yt r i IE 402. 0±
Qv_v
4 PVC F007ING U) INSTALL ONDRAIN 0 1.09 M1N SS STUB
DRIPL/NE (TYP) i `121 \t% 1. \ �� �\ ;n' �, r Jo"'
a -
TREE PROTECT70N o ' 1 - - '--
1 _ - �� r ��r icy 1 -� -
FENCING AS REQ ? �� r• j , T ' j I 1''' SDCO SSCO
�8� F 2�Q /E 4025 lE 403.0_*
;28' 12' _ ' �4i 4" PVC SIDE
o J 1 I SEWER
\� o ` ` I ^� �. \` I �' 27.4' , 13,141 SF `-4'� j i i ,i 4�0
I 00463301500300
2 `- _ 2, PROPOSED HOUSE
_ 2.. i 7 28.,>_ (PLAN 707) I I I
EXIS77NG TREES ,\ 4w Pt� ' C MAIN FF 405.30 ,
1 D�7A1 i CONCRETE 10' PR/VATF SEWER
TO BE REMOVED '
O DRIVEWAY GARAGE I SERVICE EASEMENT
�`�� `.\` �1 A 37 FF 404.80
1-1/2" WATER SERVICE LINE
(TRACER WIRE TO BE
INSTALLED WITH WA7ER LINE)
-{ I.
D
1 \ -
`_ -
1 I AREA DRAIN N89 08 31 "W 104.60"
404.0 _DRY U771AES
J 4" lE 401.50 -- - - - - - - - - 10' PR/ VA TE STORM
DRAINAGE EASEMENT
_ \ N89V8'31W -
36. 67' J SDCO 401. 3
i r INSTALL ON
I 1 I I SD STUB INSTALLED 3' X 3' DRYWELL
- - SD 7 ✓� : 7 WITH 3/4" TO 1-1/2" DRAIN
N15 3328 E
ROCK FOR WALL DRAIN
19.13
46' DRA/NAGS &JOINT CONNECTION (3' M/N DEPTH)
UTILITY EASEMENT (TYP) I . '.::-, ' .:.'.:..::':':'::'• :: / I
DRY U77LI77ES
fl 1 } r � I
CIMMERON
II I
s90
S' q�
22 IN SWI*F
E SNOHO /SH - -
CbUN Y
;1>
ST SW I
- t
3I
_ e
1
99
r . .�e7H ST 1
- TE
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2407H sr w 0 C�Ny
I 2447H ST SW
VICINITY MAP
NOT TO SCALE
SCALE: 1 " = 20'
0 10 20 40
PROJECT TEAM
A CONDOMINIUM APPLICANT LANDSCAPE
' AFN 9503305 ADAMANT HOMES INC WILLIAM
T
T_ L� � 4i
(O3) ROWN LANDSCAPE ARCHITECTS INC.
PO BOX 14790 16630 30TH OR/VF SE.
- - - -
,
MILL CREEK, WA 98082
318-7687
BO7HELL, WA. 98012
(425)
(425) 417-4609
j
CONTACT. LOREE QUADS
CONTACT. WILLIAM A. BROWN
1
'
EMAIL: LOREE®ADAMANTHOMES COM
EMAIL: CORKY BOCOMCAST.NET
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CIVIL ENGINEER
GEOTECH
- . 1 >,...•. i.•:.:.�. N/CAL
1 r J { �- - - - - - - - - - - �� _ '- - ' RAM ENGINEERING, INC.
EARTH SOLUT70NS NW, LLC
CONSTRUCTION NOTE i j. ; , 6531 OOD, AVE W, SUITE A 108
L1805 136 TH PL NE, SUITE 201
I I , L YNNWODWA 98037 BELLEVUE, WA 98005
` I _ I (425) 678-6960
APPLICANT SHALL REPAIR/RELACE ALL DAMAGE TO UTILITIES OR FRONTAGE SHORT PLAT IMPROVEMENTS `' i? ; l � r I 1 CONTACT- ROB L. LONG, PE PHONE. (425) 284LAS,
+� 1'• CONTACT. RAY COGL AS, PE
CONS7RUCTEO AS PART OF THE 2407N 7 :''r / II I EMAIL: ROBL�i4AMENGINEERINGINCCOM
MPROVEMENTS IN CITY RIGHT-OF-WAY PER CITY STANDARDS THATIS CAUSED , L .......�. �1 / 1 ,' I EMAIL. RAY.000LASCEARTHSOLU77ONSNW.COM
ST SW SHORT PLAT PLN20190052) i'\ �- :.•:r. r 1 I SURVEYOR V '
)R OCCURS DURING THE PERMITTED PROJECT. ( 1
�rp 1 1 1
IMPERVIOUS AREAS
LOT3
HOUSE+COVERED D/W, PATIO, PORCH, WALK 2, 368 SF
(ROOF LINE)
UNCOVERED PA 770 AND WALK 30 SF
UNCOVERED DRI VEWA Y 1 750TOTAL = 4,148 SE
(TOTAL ALLOCATED FOR LOT 4 OF SHORT PLAT = 4,450 SF)
BUILDING HEIGHT
CALCULATIONS (A OG)
SPOT ELEVA 77ONS FOR HEIGHT CALCULA
T10NS.•
406.50
ELEVA 77ON A:
ELEVA 77ON B.
4OZ 61
ELEVA 77ON C.
ELEVA 77ON D:
408.18
407.2
TOTAL:
AVERAGE ORIGINAL GRADE
= 1, 629.56
(AOG)
= 407 39
FINISHED FLOOR
= 405. JO
ROOF AT RIDGE
= 43213
ALLOWABLE BUILDING HEIGHT
= 432.39
PER CITY OF EDMONDS
(407.39 + 25 FT)
DA TUM REFERENCE POINT (SEE PLAN)
CASED CONC. MON. W/BRASS P/N
IN 2" CONC. FILLED I.P.
DOWN 0.60: 1.55'(S) OF CIL. AT
THE IN7FRSEC77ON OF
877H AVE. W. AND 240TH ST. S W
ELEVA TION. 417.17'
LOT COVERAGE
NET LOT AREA: 13,141 SF
ALLOWABLE COVERAGE (359') 4,599 SF
HOUSE, COVERED DECK & GARAGE 2,077 SF
PERCENT COVERAGE 15.81%
STORMWA TER CONTROL SUMMARY
PROJECT SITE CATEGORY CATEGORY 2
DISCHARGE LOCATION. CI TY'S MUNICIPAL SEPARATE STORM
SEWER SYSTEM (MS4)
TYPE OF AREA
SQUARE FOOTAGE
STORMWA 7FR FACILITY
LAWN AND LANDSCAPE
8 993 SF
SOIL AMENDMENTS
ROOFS
2 368 SF
DETEN 77ON TANK
HARD SURFACES
1 780 SF
DETEN77ON TANK
257. RETROFIT 1
0 SF
N.A.
II' I - =SNO CO PACIFIC COAST SURVEYS, INC.
r r ,+ 1 2 P.O. BOX 13619 •
- - SP635 11 7� - - I O N I 1 i I MILL CREEK, WA 98082 '
'.
` I (425) 512- 7099 i.
CONTACT. DARREN J. RIDDLE, PLS r
(AFN 7912120296) OC WI i I EMAIL: DARRENOPCSURVEYS.NET
_ SITE DATA
i -:�. •-:.••�..-• .• III i -•' � I ' ��. 17
APPROVED BY PLANNING SI TE ADDRESS.• 8717 240TH STREET SW, EDMONDS, WA. 98026
-----------------
TAX PARCEL /D NUMBER: 00463301500400
AGENCIES/UTILITIES ._,,
� , 1 /JURISDlC110N CITY OF EDMONDS
Jan 28 2422 h.
STORMWA7ER CITY OF EDMONDS i• 1 ' +
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EGRESS
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11 ,� 1" WATER METER
I , �, •-..•, -�- - ---- FOR LOT 4
Zone RS-8 Corner N Flag Y
Setbacks: Required Actual
Side 7.5 N= 27.5'
7.5' E = 26.9'
`
Side ------- .
Side 7.5' W> 7.5'
7.5'
Side s7s .
Height 25' �8 (7/8)"
------------_...�....�-
WA TER DISTRIC T OL YMPIC VIEW WA TER & SEWER DISTRICT
SEWER DISTRICT OLYMPIC VIEW W47FR & SEWER DISTRICT
SCHOOL DISTRICT EDMONDS SCHOOL DISTRICT NO. 15
FIRE DISTRICT SNOHOMISH COUNTY FIRE DISTRICT NO. 1
TELEPHONE Z/PL Y FIBER
ELEC7R/CAL SNOHOMISH COUNTY PUD NO. 1 •N
GAS PSE
CABLE COMCAST
•
GRADING QUANTITIES
CUT. f200 CU YDS
FILL: ±200 CU YDS
1) GRADING QUAN7777ES INCLUDE ADDIT70NAL CUT AND FILL QUANTITIES POTENTIALLY
NEEDED FOR ORGANIC SOIL AMENDMENTS IN ACCORDANCE WITH BMP T5.13 POST
CONSIRUC110N SOILS QUALITY AND DEPTH.
2) GRADING QUAN7777ES HAVE BEEN ESTIMATED AS SHOWN ABOVE. S17E IMPORT AND
EXPORT IS BELOW 10,000 CY AND THUS NO HAUL ROUTF AGREEMENT IS REQUIRED.
SHEET INDEX
CITY OF EDMONDS
1 SP-O 1 SITE DEVELOPMENT PLAN
2 TP-01 GRADING & TESC PLAN
3 GN-01 GENERAL NOTES A DETAILS
BLU202
Know vanat's below.
Call before you dig.
APPROVED FOR CONSTRUCT/ON
CITY OF EDMONDS
DA-7 L „ '
1 '� CM/2022
Rr
CITY ENGINEERING DIVISION
ENGINEERING, INC.
Civil Engineering / Land Planning
RAM
19109 36TH AVE W, SUITE 100
LYNNWOOD. WA 98036
PHONE: (425) 678-6960
WWW.RAMENGINEERINGINC.COM
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ROB L. L ONG, PE
DRAWN BY.•
MIKE MORRIS
ISSUE DA7E: SCALE:
819121 AS NOTED
JOB NO:
19-015
SHEET.•
SP-01
SHT OF 3