9_AVE_N-923-SFR.pdfSE 114,, NW 114, SEC 24, TWP 27V, RGE 3E, W.M.
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1E 88A
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ROOF
PER PLAT PLN20140061
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(VOL 38, PG 77)
PUGETSOU ND
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PROJECT TEAM
5, PG 47)
PVC ROOF (VOL
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FOOTING jj ROOF
ROOF 0:
BYPASSI SELECT HOMES
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PER PLAT PLN20140061 DRAIN 0
DEMNI IN A
(2� 1.011 SF (1, �00 fF) . .... .............. . . ......... ........ 16531 1JTH AVENUE W. #A 107
. . ........
. .. . .. ...... J7 -4T
MA NA GEMEN T AREA TO BE�
NA T1 VE LYNNWOOD, WASHINGTON 98037
VEGE TA TION ..1% (MIN)
...... .. .....
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PROPOSE. HOUSE IN (425) 299-2600
PLANTED PER APPROVED ). I 1 1: D -4
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x J_�TD -� ....... ...... EMAIL: CBPIERCE(PCOMCASTNET
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CO RED VEGE TA TI ON MA NA GEMEN T PL AN CONTACT. CRAIG PIERCE
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BY ORIGIN DESIGN GROUP C. AG
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PA r/O d
FG C.. CIVIL ENGINEER
(CROSS- HA TCHEO AREA)
TRACT.90,
RAM ENGINEERING, INC.
TE STORY 16531 13 TH A VE W SUI IF A 108
1 O'PRI VA
lo
LYNNWOOD, WA 98037
ORANIAGE EASEMENT AC
P VC ROOF DRAIN Al 29 (Ml
PER PLAT PLN20140061 C/) 4
(425) 678-6960
. . . ................
(TO DETENTION SYSTEM ... ................... ..........
EMAIL: ROBLORAMENGINEERINGINC. COM
251 ..... . ..........
E. s:100 4
I SEPARATION FROM DRY UTILITIES. CONTACT: ROB L. LONG, PE
FG X
MAINTAIN 3'hdPIZONTAL
SSCO
............ . ... ........... -
:7
SURVEYOR
GARAGE CONCRETE
9 1. O�* /11
UNPLATTED 101.00
FG ORCA LAND SURVEYING
DRIVEWA Y
C 3605 COLBY AVENUE
I Cd
. . . . . . ........
EVERETT, WASHINGTON 98201
:GA tE -J400
SSCOIE
(425)259
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88.4
EDMONDS UNITED
S. .............. ....... ..... .. . ...... ....... ....... METHODIT . CHURCH
LEGAL DESCRIPTION
.0
LOT 4, PLAT OF SEABROOK ESTATES
DRIVE, UTILITIES, ROCKERIES,: N 89 t3gloo w 4vz 16'j PRI VA TE
AND RETAINING WALLS TO BE
All
.. ....... X
INSTALLED AS PART OF THE t 3 I I S1 TUA TE IN THE COUNTY OF SNOHOMISH, S TA TE OF WASHINGTON.
-4- PVC SEABROOK EASTA TES PLAT
Ag S (CITY OF EDMONDS PLN# 20140061)
AN SIDE
7
SE OVER @
(MIN) BENCH MARK
2Z
qVWGS SURVEY DATA CONTROL POINT#270JN23, BEING THE NORTH
QUARTER CORNER, FND. CONC. MON. & DOMED DISK WII-X-
CONNECT TO SAN SEWER STUB PROVIDED AS
ELEVATION = 89.39
PART OF SEABROOK ESTATES CONSTRUCTION
A
1E 88. 0± TBM A
(CON TRA C TO H AND
Ux R TO CONFIRM D�EPI
TEMPORARY BENCH MARK -A
LOCATION PRIOR TO CONSTRUCTION)
SSVH RIM AT 97H AVE N AND MOUNTAIN LANE
€ (I € £ r £ " [ E I 0 RIM ELEVATION = 111.39
U)
TBM A VERTICAL DATUM
TEMPORA R Y BENC
H MARK ';4"
SSMH RIM ELEVATION= 111.39 NA VD 88
p/
UTILITY PURVEYORS
C/)
WA TER SUPPL Y CITY OF EDMONDS
4
MOUNTAI25-771-0235N
SA N/ TAR Y SEWER: CITY OF EDMONDS
425-771-0235
£ f _ {! € E I LANE
......... . . ...
............. -7 -77
STORM SEWER: CITY OF EDMONDS
A
425- 771- 02J5
7
..... .... . - - --- -- ----- ----- ------
7'
711
F ,,�'° / �' /` '{� % / > �F' �' f � j,; � I PHONE: FRONnER
425 -263-4024
CONTACT: JEREMYFALLT
cr) CABLE: COMCAST
-Z 425-244-5088
. . ........... . . . . . .. ......... ...
•
CONTACT. JEFF BURNS
M
0
GAS. PSE
888-225-5773
POWER: SNOHOMISH COUNTY PUD
- - - - - - - - ---
425-783-1000
CONTACTROB LARSON
- - - - - - - - - - -
Pulse-
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7�
CASPERS ST
DAZEYT
. . . ...... EDMONDS ST
... . .......
DAYTON ST
BELL
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VICINITY MAP
NOT TO SCALE
IJI
SCALE. I"= 20'
0 10 20 40
It
IMPERVIOUS AREAS
LINE
TYPE
AREA (SQUARE FEET)
1.
NON-REGULA TEO
0
EXEMP T
REGULA TED
2.
REPL A CED
0
0
J.
NEW (POST 1977)
+
4,700
4.
TOTAL REGULATED IMPERVIOUS AREA
=
2,600
5.
TOTAL AREA MITIGATED BY STORMWA 7ER MANAGEMENT SYSTEM (SEABROOK)
2,600
6.
REGULATED AREA NOT YET MI 77GA TED
=
2,100
Z
AREA PROPOSED TO BE MI RGA TED BY LOW IMPACT DEVEL OPMEN T TECHNIQUES
=
0
8.
AREA PROPOSED TO BE MI 77GA TED THROUGH CON VEN T70NAL SWU TECHNIQUES
=
0
9.
AREA TO BE B YPA SSED
=
2,100
HOUSE+COVERED DIW, PA770, PORCH & WALK 3,800 SF
(ROOF LINE)
UNCOVERED PA T70 AND WALK 100 SF
UNCOVERED DRIVE WA Y 800 SF
TOTAL = 4,700 SF
LOT COVERAGE
LOT AREA: 12, 031 SF
ALLOWABLE COVERAGE (35%) 4,211 SF
HOUSE, COVERED DECK AND GARAGE 3, 320 SF
PERCENT CO VERA GE 27.6%
BUILDING HEIGHT
CALCULATIONS (AEG)
SPOT ELEVA 77ONS FOR HEIGHT CALCULA
77
92.39
ELEVA 77ON A:
ELEVA 77ON B.
95.51
ELEVA 77ON C.•
97. 77
ELEVA 77ON D:
94.63
380.30
TOTAL: =
A VERA GE ORIGINAL GRADE (BOG,)
= 95.07
101.00
TOP OF GARAGE SLAB =
ROOF A T RIDGE =
119.83
ALLOWABLE BUILDING HEIGHT =
120.07
(95.07 + 25 FT)
GRADING QUANTITIES_
CUT FILL
200 CY 200 CY
I UTILITY NOTE
1. ALL NEW U77LI77ES ARE REQUIRED TO BE INSTALLED
UNDERGROUND.
FIRE DISTRICT: SNOHOMISH COUNTY FIRE DISTRICT NO.1 �CN�4VAED
425-551-1200
SCHOOL DISTRICT- EDMONDS SCHOOL DISTRICT
425-670-7000
Call 2 Working Days Before You Dig
811 or 1-800-424-5555
Utilities Underground Location Center
AS -BUILT
LOT 4 - BLD2015-1606
APPROVED FOR CONSTRUCTION
CITY OF EDMONDS
DA 7E.
BY.
07Y ENGINEERING DIVISION
RAM
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:
111-411j6
ROB L. LONG, PE
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DRAWN BY.•
MIKE MORRIS
ISSUE DATE. SCALE:
12122115 AS NOTED
JOB NO:
15-005
SHEET.•
SP-01
SHT I OF 2