23922 104th AVE W-SITE PLAN.pdfI EO
o n
� o
of 4
I o
3
�o
N O
0
k U
'l- N
NOZ
t
N•Xrt�'�f PREFERRED FUNERAL
— — —N.
FUNEP�'�.1.. 5 G'fZE xhl..'Y0R" X
SERWCES ££ I
LEGAL. DESCRIPTION
THE SOUTHEAST CORNER OF THE SOUTHEAST CORNER OF THE
NORTHWEST CORNER OF THE SOUTHWEST CORNER OF SECTION 36,
TOWNSHIP 27 NORTH, RANGE 3 EAST Wk., IN SNOHOMISH COUNTY,
WASHINGTON,
EXCEPT THE NORTH 180 FEET THEREOF;
AND EXCEPT THE EAST 30 FEET AND THE SOUTH 20 FEET THEROF.
SITUATE /N THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON
BASIS OF BEARINGS
SW 1/4, SEC 36, TWP 27N, ROE 3E, W.M.
;R—
3 4L SOU 3'%
FUN'
PRIVATE DRIVE, UTILITIES,
ROCKERIES AND RETAINING
WALLS TO BE INSTALLED AS
�f• PART OF THE WOODWAY INSTALL TEMPORARY SEDIMENT
I COURT SHORT PLAT (CITY OF TRAP FOR CATCH BASINS PER
Y'.
MONUMENTED CENTERLINE OF 1047H AVE. W., AS PER THE RECORD �"��"`"€""" `�'�"` <f�•mm`�=--�•-µ�a �•� �""""'"W""" °"""��� � ••�'
OF SURVEY FOR BECKS FUNERAL HOME. (AFN 200705215142) f -
DATUM „_» 10' JOINT U77LITY
r
`" EASEMENT (TYP)
VERTICAL DATUM. NA VD '88 `
CONNECT TO SA SEWER STUB
PROVIDED AS PART OF
ORIGINATING BENCHMARK: h WOODWAY COURT CONSTRUCTION
CASED, WSDOT 3" BRASS DISK W1 PUNCH, LOCATED ON 196TH ST
1 € 1E 327.80f
SW APPROX. 200' WEST OF 767H AVE W. lD# GP31524-77 1 (CONTRACTOR TO; CONFIRM
ELEV = 414.43' ' DEPTH AND LOCATION PRIOR TO
€ J i CONSTRUCTION) ro�
S17E BENCHMARK (IBM): 7.5' ,
TOP OF RAIL ROAD SPIKE IN EAST SIDE OF POWER POLE LOCATED € { i f 10' MIN LENGTH
IN THE N.E. CORNER OF SITE 4t I FOOTING DRAIN
ELEV 337.53' DRYWELL TRENCH W
£. ,...:.::: a. (PER GEOTECH N
=
�+ €..
S UR I /EY®R 'a7 NOTES 1 � � '"•j RECOMMENDATIONS)
,",r,,sy. .� 1� CONNECT TO WATER SERVICE;
` z ,
N �h LINE AND EXTEND 1-112" PE r
1) TOPOGRAPHY INFORMATION PROVIDED BY ORCA LAND SURVEYING, INC. FUNERAL SVC INC € w.:•- € f �" (200 PSI) WATER SERVICE of
LOCA77ON OF OFF —SITE FEATURES & TOPOGRAPHY IS APPROXIMATE
;'U,.r..M " D 6j�0`~� I '' ,,,.,� € I ' LINE TO HOUSE (TRACER WIRE Z
2) THE UNDERGROUND UT7Ll77ES ARE APPROXIMATE.THE LOCH770NS, AS UNER � �0 F ,,w" "" ,.• € r TO BE INSTALLED WITH WATER
SHOWN ON THIS PLAN, WHERE DRAWN PER FIELD LOCATED PAINT t € ' SERVICE LINE)
MARKS AND AVAILABLE RECORDS ` ,.. �' i
3) INSTRUMENTATION: LEICA TCRM1205 TOTAL STATION 0 4527-060- 62"0
�F <
4) METHOD OF SURVEY. FIELD TRAVERSE OF EXISTING MONUMENTATION i "'" "" - ~~ — — m Wit' w£ ►" %:
5) PRECISION: MEETS OR EXCEEDS W.A.C. 332-130-090 REQUIREMENTS
6) BENCHMARK.- 3" BRASS DISK W/ PUNCH, LOCATED ON 196TH ST SW " fi
... f t
APPROX. 200' WEST OF 767H AVE W. ID# GP31524-77,
DATUM EL: 414.43'
7BM: TOP OF RAIL ROAD SPIKE IN EAST SIDE OF POWER POLE, '' ` '
F
ELEV= 337.53' LOCATED IN THE N.E. CORNER OF SITE. --M m
7 VERTICAL DATUM: NA VD88
8) ORCA LAND SURVEYING, INC.: RICHARD HEALEY (425) 259-3400. 4W ! —` — _ — W
W .. — W.
9 BASIS OF BEARING: MONUMENTED CENTERLINE OF 104TH AVE. W.,' ' �» — — — — — — — — _
x . '•'. '•'. '• •. -- — W.'--�'— —.W. -..
AS PER THE RECORD OF SURVEY FOR BECKS FUNERAL HOME. — 1..,.._I• , -`
--- . . — — _ — f 1-
�..
AFN 200705215142 — — -- — ' -• ' .€ -. . . • '. . • . • '. • -. . • . . . • '. . - . '. . . '. .%. • • '. '. • . • '. • • '. • '.. . •. . . . - . •- . . • . ,;':". -.. ., _I
-- --- PROPOSED STOCKPILE AREA
LOT 6
MARCI.A FISHER LOT 5
' 10503 240TH PL SW PAMELA A NIGH "
EDMONDS, WA 96929 F n I PL SW L 0
SFR k... A 198020 PETER BURDI
005649001 9600 1,0429 240TH PL .SV
S E-
DJ4#0NDSWA 9802y;
0056490,100500 SFR
005 4, 9 054010"
LINE
TYPE
AREA (SQUARE FEET)
1.
NON—REGULA TED
0
EXEMPT
REGULATED
2.
REPLACED
0
0
J.
NEW (POST 1977)
+
3,350
4.
TOTAL REGULATED IMPERVIOUS AREA
=
AJ50
5.
TOTAL AREA M177GATED BY EXIS77NG STORMWA7ER MANAGEMENT SYSTEM(S)
=
4,500
6.
REGULA TED AREA NOT YET MT TI GA TED
=
0
7.
AREA PROPOSED TO BE M177GATED BY LOW IMPACT DEVELOPMENT TECHNIQUES
=
0
8.
AREA PROPOSED TO BE MITIGATED THROUGH CONVEN77ONAL Swm TECHNIQUES
=
0
9,
TOTAL AREA MITIGATED BY PROPOSED STORMWATER MANAGEMENT SYSTEM
0
GRADING QUANTITIES
CUT FILL
150 CY 150 CY
BUILDING HEIGHT
CALCULA'rIONS
SPOT ELEVAT70AIS FOR HEIGHT CALCULATIONS:
ELEVA 77ON A: 332.67
ELEVA 77ON B: 335.15
ELEVA T70N C. 332.83
ELEVA 77ON D: 111.90
= 1, 332 55
AVERAGE ORIM!AL GRADE (AOG) = 333.14
ALLOWABLE BUILDING HEIGHT = 358.14
(AOG + 25 FT)
ACTUAL BUILDNVG HEIGHT = 357.58
(ROOF RIDGE)
RS",..
DF F,<a9:¢a��GLE�,N
6 '.. .. . 4 g... &:. 6
LOT COVERAGE
LOT AREA: 8,127 SF
ALLOWABLE COVERAGE (357.) 2,844 SF
HOUSE, COVERED DECK AND GARAGE 2,130 SF
PERCENT COVERAGE 26.2%
IMPERVIOUS AREAS
HOUSE+COVERED D/W, PA 770, PORCH & WALK 2,695 SF
(ROOF LINE)
UNCOVERED WALK 80 SF
UNCOVERED DRIVEWAY 575 SF
T TOTAL = 3, 350 SF
i
4
4 "' PVC ROOF DRAIN AT 2q (MIN) � z
(TO DETENTION SYSTEM) x
co
rn
t
IIIN �....:.:.w..,.........,,,.....,•.•
III )
2
BSBL (TYP)
� t
�— — — --- — --
----
I r
—
— — — — — — —
I
'.
ORANGE FILTER FABRIC FENCE
PER CITY OF EDMONDS STD DWG
240TH ST SW
1
I 'tl
;�•'.
I
O. El.1 .....
SEE DETAIL, SHEET GN-01 )
»» :.
.».._,.......»,».... »»,..._ . .._»»., .m..»,� .....:.»....,.......».:.."» .....,.........._.
• � .
I •. • • .
LOTI ---------
PIEks EI USA BL ND
—
— —
<r- 4
`D ,# CS, WA 98020
SFR
I
f
69514`90 160301
I
CITY s%'�E'O.M&:s:.'%' e?sOR%'SZI.yF'xVI�SION
i
,,A.FN 200021229,50016)
UTILITY NOTE
ALL NEW U71LI77ES ARE REQUIRED TO BE INSTALLED UNDERGROUND.
NIAiiVTAIN PLAT INSTALLED EPOS CONTROL
�a
�o
�s
.......... M »»
Q
Q.
..........
..... ....._
2
oci232ND
ST
234 TH Q
z 235 TH PL
36
Q
2 ,
238 TH 23
240TH
SITE'o
o
ti
°3
m
NW 244TH ST
RAM
ENGINEERING, INC.
Civil Engineering / Land Planning
16531 13TH AVE W, SUITE Al08
LYNNWOOD, WA 98037
PHONE: (425) 678-6960
WWW.RAMENGINEERINGINC.COM
VICINITY MAP
SCALE.- 1" = 2000'
ti
O 2
� U
AMR AV
Aw
AN w
W
Q V
U
J
U
ti
I
S
SCALE. 1" = 20'
0 10 20 40
co
O N
PROJECT TEAM
OWNER / APPLICANT SURVEYOR
SELECT HOMES ORCA LAND SURVEYING
16531 13TH AVENUE W. #A107 3605 COLBY AVENUE
Z
LYNNWOOD, WASHINGTON 98037 EVERETT, WASHINGTON 98201
(425) 299-2600 (425) 259-3400
EMAIL: CBPIERCEOCOMCAST.NET FAX (425) 258-1616
CONTACT- CRAIG PIERCE EMAIL: JACKOORCALSI.COM
CONTACT: JACK 77JRPIN
CIVIL ENGINEER
PLANNER
RAM ENGINEERING, INC.
16531 13TH AVE W, SUITE A108 LAND RESOLU77ONS
LYNNWOOD, WA 98037 3605 COLBY AVENUE
(425) 678-6960 EVERETT, WASHINGTON 98201
EMAIL: ROBLORAMENGINEERINGINC.COM (425) 258-4438
CONTACT- ROB L. LONG, PE FAX (425) 258-1616
EMAIL: LANDUSEONWLINK. COM
CONTACT RY MCOUFFY
Iq
UTILITY PURVEYORS
64
WATER SUPPLY OLYiNPIC VIEW WATER & SEWER DISTRICT
Ilk,
425-774-7769
SANITARY SEWER: OLYMPIC VIEW WATER & SEWER DISTRICT
425-774-7769
STORM SEWER: CITY OF EDMONDS
425-771-0241
PHONE. FRON77ER COMMUNICAT70NS
425-263-4024
CONTACT- JEREMY FALL T
CABLE.- COMCAST
425-244-5088
CONTACT- JEFF BURNS
GAS: PSE
888-225-5773
POWER: SNOHOMISH COUNTY PUD NO. 1
425-783-1000
CONTACT- ROB LARSON
FIRE DISTRICT SNOHOMISH COUNTY FIRE DISTRICT NO.1
425-551-1200
SCHOOL DISTRICT.- EDMONDS SCHOOL DISTRICT
mft
425-670— 7000
sxm
wj
ANNING
O�E� BY �
COMPUES WITH APPLICABLE
CITY rVAWA/ TER CODE
Date: /� z-
Zone
Set...�b_ack � Oo°-•�'e � Flag
aired --
Front u
Sides
Rear L
f
Other
ENGINEERING DIVISION
�. P V d S NOT RESUB
I P ^OPY Cr-C 14 2016
'AUILDING DEPARTMENT
CITY OF EMMONDS
Call 2 Working Days Before You Dig
811 or 1-800-424-5555
Utilities Underground Location Center
APPROVED PRR, CONSTRUCTION
Cl TY EDMONDS
DA TE•
1 �J
BY
CITY ENGINEERING D1149 N
/��`L. O6- k
ti� coo
x
O 438608 g
\� IONA� 10
12114110
ENGINEER:
ROB L. LONG, PE
DRAWN BY -
MIKE MORRIS
ISSUE DATESCALE:
9-20-16 AS NOTED
JOB N0:
'S-007
SHEET.•
SP-01
SHT ' OF a,
VUD-ZD1 ko -- [ Z5 2'