SFR ASBUILT-23936 104TH AVE W-BLD20171274.pdf320.50
FG
6" PVC (3034) STORM LINE
® 1.09 MIN
(CONNECTED TO SD
STUB PROVIDED AS PART
OF PLAT CONSTRUCTION)
CHANNEL DRAIN
TOP 319.70
(CONNECT TO
YARD DRAIN)
4" PVC (3034) ROOF DRAIN AT
19 (MIN) CONNECTED T01 YARD
DRAIN. MAINTAIN 3' HOR17ONTAL
SEPARATION FROM DRY UTILITIES
ROOF EA VE
SW 1/4, SEC 36, TWP 27N, RGE 3E, W.M.
NW PREFERRED FUNERAL SVC INC
EDMONDS, WA 98020
FUNERAL & CREMATORY SERVICES
004527-000-002-00 ���--------- ----____--
--------
�. �3 PRIVATE DRIVE, UTILITIES,
ROCKERIES AND I I
N0150'03'E RETAINING WALLS TO BE
'57'W 35.32' 25.00 % INSTALLED AS PART OF �J
e �� THE WOOD WAY CURT
_ _ i SHORT PLAT (CITY OF
_e
-CONCRETE
QRI.VEW4 Y ; ,
YARD
f� 77-777.
DRAIN
A
GARAGE
FF 320.00� i--
' 1
1 PROPOSED HOUSE I
� LOT 14 MAIN FF 320.50 I
�� N
_ _ _ 3936 104 TH A VE W
WI 1 DMONDS, WA 98020
II PLAN 3112
NI 11 1
I COVERED CONC
z
1 PA TID- 1
D '
==r= ______ ___ ___
CONNECTED TO WATER METER AND - i
EXTEND 1-1/2" PE (200 PSI) WATER j- - - - -
SERVICE LINE TO HOUSE. WATER METER
TO BE INSTALLED AS PART OF PLAT t I =
(TRA,CER WIRE TO BE INSTALLED WITH �i -- ---
4ATER\�ERVICE LIkE) -
-.------�--- --=_
---W-.- W--B�-W --W
__SS, _ i.- - - -
Z
-SS SS
T -----
I
LOT 12
SOILS NOTE
ALL DISTURBED SOILS WILL BE COMPOST AMENDED PER BMP T5.13.
UTILITY NOTE
ALL NEW UTILITIES ARE REQUIRED TO BE INSTALLED UNDERGROUND.
LINE
TYPE
AREA (SQUARE FEET)
1.
NON-REGULA TED
0
EXEMP T
REGULA TED
2.
REPLACED
0
0
J.
NEW (POST 1977)
+
3, 665
4.
TOTAL REGULATED IMPERVIOUS AREA
=
3,665
5.
TOTAL AREA MITIGATED BY EXISTING STORMWA TER MANAGEMENT SYSTEM(S)
=
4,300
6.
REGULATED AREA NOT YET MITIGATED
=
0
7.
AREA PROPOSED TO BE MITIGATED BY LOW IMPACT DEVELOPMENT TECHNIQUES
=
0
8.
AREA PROPOSED TO BE MITIGATED THROUGH CONVENTIONAL SWM TECHNIQUES
=
0
9.
TOTAL AREA MITIGATED BY PROPOSED STORMWA TER MANAGEMENT SYSTEM
=
0
--- - -p =__- ---- --
A ' - P--- -PII_ =PT - F-I---
� FIRE �NI I �-- -- -=�.- -YT- =� -- �i- = SS \```\ --- ---- ---- ----
c� IV I
d=89 2236" �' �� �tUNA
-
B SDCO R= 25.00' I _ _ _ _-��P=P=_
1E 316.71 L=39.00' ���� n-L� j l i 1 �> • 2� G---=G
Z�r NO 1 '1239' E '
15.76 r--------- - . r � - - - - - - - - - - ` - __
BSBL (TYP) N8 47 14, \��� � \~� ------ ---- I I r - - -- -
N01 °12'44'E
-�� 64.37\ \ �4 �'-, ` ---II- ----324
4SSCO 1E Jl%3
-�CONTRACTORGQNFIRMED REQD DEPTH) ---------------
20''OVWD
I I I I o
WATER AND
SA#17ARY SEWER EASEMENT S
4" PVG SEWER \�
S CE @ 2.0%
I �
M N --_
6" SSCO 1E J12.6Q---
)c INSTALLED WITH 2" CAST IRON 322___
LAMPHOLE COVER WITH J" HEXBOLTS I I I I I I -_-
--_�,
YARD DRAIN '
4" PVC (3034) CONNECTED TOSAN-5E.WE�R
FOOTING DRAIN STUB INSTALLED-AS"PAR� DF-I ��--�--------------
1%PLAT
L--------\�� --- �-�-
1E 310.0E / - I '--------------` I a
_ (CONTRACTOR TO CONFIRMS -
DEPTH AND LOCATION PRIOR -320-
OISITlON _ \ - �326-
_ �- --
-. --�y_----- -- _--
-�✓ -W -- --- __
�w --- _
-------- w . . . .
_ W
�10' MIN LENGTH - ----_ -- �W Vn/ -`�-W -` W _--_---
\. ----
15' UTILITY &DRAINAGE EASEMENT AND 15' - _ W -
FOOTING DRAIN DRYWELL
TRENCH (PER GEO TECH SANITARY SEWER EASEMENT TO OLYMPIC VIEW - -- - -
RECOMMENBATIONS}--- SEWER & WATER DISTRICT AFN 201707180818 \���-----------------_--
%i
HK SCHROEDE S REPLAT
OF FORES7tGLENN
LOT 11 I LOT 10 I LOT 9 VOL 15, P S 25-26 I I
LOT 8 I LOT 7 LOT 6
I
I
GRADING QUANTITIES
CUT FILL
750 CY 50 CY
BUILDING HEIGHT
CALCULATIONS
*SPOT ELEVA TIONS FOR HEIGHT CALCULATIONS,
ELEVA TION A:
320.84
ELEVA TION B:
321.36
ELEVA TION C:
321.12
ELEVA TION D:
320.18
=
1, 283.50
AVERAGE ORIGINAL GRADE (AOG) =
320.88
ALLOWABLE BUILDING HEIGHT =
345.88
(AOG + 25 FT)
ACTUAL BUILDING HEIGHT =
345.50
(ROOF RIDGE)
*SPOT ELEVATIONS SHOWN ARE FROM
THE ORIGINAL
SURFACE UNDERLYING 174E EXIS77NG DIRT PILES.
LOT COVERAGE
LOT AREA: 9,854 SF
ALLOWABLE COVERAGE (357.) 3, 449 SF
HOUSE, COVERED DECK AND GARAGE 2,204 SF
PERCENT COVERAGE 22.47.
IMPERVIOUS AREAS
HOUSE+COVERED D/W, PATIO, PORCH & WALK 2,502 SF
(ROOF LINE)
UNCOVERED WALK 30 SF
UNCOVERED DRIVEWAY 1.127 SF
TOTAL = *3, 659 SF
*IMPERVIOUS AREA PROPOSED. ACTUAL STORMWA 1ER
CONTROL SYSTEM IMPERVIOUS AREA ALLOCA 77ON FOR
LOT 1 IS 4,300 SF.
LEGAL DESCRIPTION
PARCEL C OF CITY OF EDMONDS BOUNDARY LINE ADJUSTMENT NO. PLN-20150040,
ACCORDING TO THE BOUNDARY LINE ADJUSTMENT RECORDED UNDER AUDITOR'S
FILE NO. 201603165008, BEING A PORTION OF MEDIATION IN RESTLAWN MEMORIAL
GARDENS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 45 OF
PLAT(S), PAGE(S) 51 AND 52, RECORDS OF SNOHOMISH COUNTY, WASHINGTON,•
ALL SI TUA TED IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON.
BASIS OF BEARINGS
MONUMENTED CENTERLINE OF 104TH AVE. W., AS PER THE RECORD OF SURVEY
FOR BECKS FUNERAL HOME. (AFN 200705215142)
DATUM
VERTICAL DATUM. NA VD '88
OR/G/NA T/NG BENCHMARK:
3" BRASS DISK W/ PUNCH, LOCATED ON 196TH ST SW APPROX. 200' WEST OF
76TH AVE W. ID# GPJ1524-77
ELEV = 414.43'
S/TE BENCHMARK (TBM):
TOP OF RAIL ROAD SPIKE IN EAST SIDE OF POWER POLE LOCATED IN THE N.E.
CORNER OF SITE.
ELEV = 337.53'
SURVEYOR'S NOTES
1. TOPOGRAPHY INFORMATION PROVIDED BY ORCA LAND SURVEYING, INC.
LOCATION OF OFF -SITE FEATURES & TOPOGRAPHY IS APPROXIMATE.
2. THE UNDERGROUND UTILITIES ARE APPROXIMATE. THE LOCATIONS, AS SHOWN
ON THIS PLAN, WERE DRAWN PER FIELD LOCATED PAINT MARKS AND AVAILABLE
RECORDS.
J. THIS SURVEY WAS PERFORMED WITH THE BENEFIT OF A TITLE REPORT (CHICAGO
TITLE COMPANY ORDER NO. 500015413C, DATED JAN. 6, 2015), THOUGH THIS
DRAWING DOES NOT PURPORT TO SHOW ALL EASEMENTS, RESTRICTIONS,
RESERVATIONS AND/OR OCCUPATION WHICH MAY ENCUMBER TITLE TO OR USE
OF THIS PROPERTY.
N�o
Q �
2
co N
o 232ND ST
234 TH
Q
2 235 TH PL �� N
Q
= 2 I �2238TH
� 240T40TH
S/ � Q m
o � �
03 m
NW 244TH ST
VICINITY MAP
SCALE.- 1" = 2000'
SCALE. 1 " = 20'
0 10 20 40
RAM
ENGINEERING, INC.
Civil Engineering / Land Planning
16531 13TH AVE W, SUITE A108
LYNNWOOD, WA 98037
PHONE: (425) 678-6960
WWW.RAMENGINEERINGINC.COM
m � �
2
y
�
�
o
U
L4
cc
U
W
o
O
W
W
J_
O
J
ti
U
U
O
2
W
o
�
U
Q
N
CID
O
\
rn
PROJECT TEAM 20
OWNER / APPL/CANT SURVEYOR
SELECT HOMES ORCA LAND SURVEYING
16531 13TH AVENUE W. #A107 3605 COLBY AVENUE
LYNNWOOD, WASHINGTON 98037 EVERETT, WASHINGTON 98201 \
(425) 299-2600 (425) 259-3400
EMAIL: CBPIERCEOCOMCAST.NET EMAIL: PAUL@ORCALSI.COM
CONTACT- CRAIG PIERCE CONTACT: PAUL DARROW
CIVIL ENGINEER PLANNER
RAM ENGINEERING, INC. LAND RESOLUTIONS Z
16531 13TH AVE W, SUITE A 108 3605 COLBY AVENUE
LYNNWOOD, WA 98037 EVERETT, WASHINGTON 98201
(425) 678-6960 (425) 258-4438 O
EMAIL: ROBL@RAMENGINEERINGINC.COM EMAIL: RY@ORCALSI.COM
CONTACT- ROB L. LONG, PE CONTACT.- RY MCDUFFY
UTILITY PURVEYORS
LU N
WATER SUPPLY.• OLYMPIC VIEW WATER & SEWER DISTRICT
425 774- 7769
�O
W
Q
SANITARY SEWER: OLYMPIC VIEW WATER & SEWER DISTRICT
425- 774- 7769
O N
STORM SEWER: CITY OF EDMONDS
425-771-0241 O O \
PHONE.- FRONTIER COMMUNICATIONS O
425-263-L- 4A 4
CONTACT. JER JEREMY FALLT O
CABLE. • COMCAST
425-244-5088
CONTACT- JEFF BURNS
GAS. • PSE O I Q
888-225-5773
POWER: SNOHOMISH COUNTY PUD NO. 1 Q
425-783-
CONTACT- ROB
ROB CARBON
FIRE DISTRICT- SNOHOMISH COUNTY FIRE DISTRICT NO.1 � O
425-551-1200 O
SCHOOL DISTRICT. EDMONDS SCHOOL DISTRICT J
425- 670- 7000
4
O
SHEET INDEX
1 SP-01 SITE DEVELOPMENT PLAN V
2 ON-01 GENERAL NOTES & DETAILS
(now what's below.
Call before you
AS -BUILT
BLD20171274
APPROVED FOR CONSTRUCTION
CITY OF EDMONDS
DA TE.-
BY:
CITY ENGINEERING DI VISION
O�Al OF WASH Off%
.d
36508 9W
IO>\re 1.
ENGINEER:
ROB L. LONG, PE
DRAWN BY.•
MIKE MORRIS
ISSUE DATE.SCALE.-
AS NOTED AS NOTED
JOB NO.
16-008
SHEET.•
SP-01
SHT 1 OF 2