9_AVE_N-925-ASBUILT.pdfI
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NATIVE VEGETATION 77 __k_00;39' 137.42, TRACT
MA NA GEMEN T A REA TO BE 7-
m
PLANTED PER APPROVED
VFGEGA T1 ON MA NA GEMEN T PLAN
.9
BY ORIGIN DESIGN GROUP
-4" P 1LC ORA /A( A T 27. MIN 00__---
ROCKERY TO BE INSTALLED AS PART f
- OF THE SEABROOK EASTA TES PLAT A
(CITY OF EDMONDS PLN# 20140061) V
4"PVC FOOTING (A ■
PROPOSE
Jit
DRAIN @ 27. (MIN)
: BE INS TA
Ck CONNECT TO SAN SEWER STUB PROVIDED AS PROPOSED,
:PART OF SEABROOK ESTATES CONSTRUCTION STOCKPILESEABROC
(CITY OF
VE 85. OE
A� GARAGE I
a
'CONTRACTOR TO CONFIRM DEPTH AND FF 101.00
LOCATION PRIOR TO CONSTRUCTION
STORM D
5
EA SEMEN
LAMPHOLE COVER WITH HEX BOL IS, TYP)__'� �(:O:s
(SSCO TO HA VE 12" CAST IRON
COVERED
PROPOSE HOUSE
CONC MAIN FF 101.50 CONCRETE.,
%
PA TIO
9150 DRIVEWAY Y UTILI
01, L 0 WER FF DR
30018 N HOB
sf FROM STO
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ROOF
EA VE
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j
51.8'
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10'PRIVATE STORM
DRA INA GE EA SEMEN T C
TO BENEFIT L 0 IS 3 &
INST-
4(TYP) 77 CONP
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AS P
(CIT.
IRA C
7; z
XAX
'
ORANGE FILTER FABRIC FENCE N 0 W.r
PER CITY OF EDMONDS STD '0WG NO. El. 1 ...p V4^ OFDRA i"T' W
TfOI'S.YS, Ay's ' ;' cri' ,
ON SHEET TD-01 . .. ......... ....... .
WER:
2 (MIN)
. . . ....... ... . .....
cn MTOMAINTAIN A
-_-77
. . . . . . .....• . . . . . . ROM STORM LINE.:—,.
N r MIN HORIZONTAL SEPERA TION
15.0
8.938 59
..... ...... .
,
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0�OINT UTILITY
E -A SEA* EN T PER
PLAIT
�wvf40061
C'ON 7RUCTION
4 EIV7RANCE PER CITY
OF EVMONQ$,.Af0.- E1.2
AG�
iL
.. ... . . .... . .... ...... . ......... . ...
INSTALL :7EMPORA R Y SEDIMENT
Xl TRAP FOR CA TC14 BASINS. PER
' CITY OF EDMONDS ST01 :,0WG N 0
A
E1.3 ON
SHEET 7D
UNPLATTED
'A
-7
EDMONDS UNITED
METHODIST CHURCH 1,1
V
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Al
77.
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A
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L
LINE
TYPE
AREA (SQUARE FEET)
1.
NON -REGULATED
0
EXEMPT
IREGULATED
2.
REPLACED
0
0
J.
NEW (POST 1977)
+
4,446
4.
TOTAL REGULATED IMPERVIOUS AREA
4,446
5.
TOTAL AREA MITIGATED BY EXISTING STORMINA TER MANAGEMENT SYSTEM
4,446
6.
REGULATED AREA NOT YET MITIGATED
7
AREA PROPOSED TO BE MI RGA TED BY L 0 W IMPA C T DEVEL OPMEN T TECHNIQUES
=
0
8.
AREA PROPOSED TO BE A41 77GA TED THROUGH CON VEN T70NAL Swu TECHNIQUES
=
0
9.
STORMWA TER MANAGEMENT SYSTEM DESIGNED FOR 4,750 SF LLJ
IMPERVIOUS AREAS
HOUSE+ COVERED DIW, PA T70, PORCH & WALK 3, 006 SF
(ROOF LINE)
UNCOVERED PA T70 AND WALK 10 SF
UNCQ = DRI VEW4 Y 1.430 SF
TOTAL = 4,446 SF
LOT COVERAGE
LOT AREA: 12,556 SF
ALLOWABLE COVERAGE (35%) 4,394 SF
HOUSE, COVERED DECK AND GARAGE 2,680 SF
PERCENT CO VERA GE 21.34%
SE 114., NW 1/4., SEC 24, TWP 27N., RGE 3E, W.M.
M".
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HYDRANT
7" EX FIRE
.7
_-Z z
. .........
- - - ------- ------- --- -
TORM SYSTEM TO Cn
AS PART OF THE
4STA TES PLAT
VIEWMOOR
fONDS PLN# 20140061)
W•
OL 38 PG 7)
J.'
7
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5E.
�T
qi
'A TER LINE
. . . .. . . . . ...........
PRI VA TE DRIVE AND PROPOSED
�611
U77LITES TO BE INSTALLED AS PART
OF THE SEABROOK EASTA TES PLAT
(CITY OF EDMONDS PLN# 201400611)
PUGETSOUND
MA C HINE Pt Y
/
.......
DEPOT NO 5.
ZE
VOL 5�
. . ............... .
BUILDING HEIGHT
CALCULATIONS (AEG)
SPOT ELEVA T70NS FOR HEIGHT CA
ELEVA T70N A:
CULA 77ONS:
90.69
ELEVA T70N B.
97.00
ELEVA T70N C.
ELEVA D:
98.35
93.23
T70N
TOTAL:
= 379.27
AVERAGE ORIGINAL GRADE (AOQ)
TOP OF GARAGE SLAB =
= 94.82
101.00
ROOF A T RIDGE =
118.91
ALLOWABLE BUILDING HEIGHT =
119.82
(94.82 + 25 FT)
GRADING QUANTITIES
CUT FILL
200 CY 200 CY
UTILITY NOTE
ALL NEW UTILITIES ARE REQUIRED TO BE INSTALLED
UNDERGROUND.
1 11 1
V)
TBM A
t TEMPORARY BENCH MARK 'A"
SSMH RIM ELEVA TION= 111.39
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- - - - -
PUGEr SOUND
- - - - ---
CASPERS ST
iv,
vAu r w
SPRAGUE
ST
. . . ..... ......
EDMONDS ST
BELL ST
VICINITY MAP
NOT TO SCALE
ilk
SCALE. 1" = 20'
0 10 20 40
PROJECT TEAM
OL LL U I rl UML
16531 13 TH AVENUE W. #A 10 7
LMNWOOD, WASHINGTON 98037
(425) 299-2600
EMAIL: CBPIERCEOCOMCASTNET
CONTACT: CRAIG PIERCE
CIVIL ENGINEER
RAM ENGINEERING, INC.
16531 13 TH AVE W SUITE A 108
L MNWOOD, WA 98037
(425) 678-6960
EMAIL: ROBL@RAMENGINEERINGINC. COM
CONTACT: ROB L. LONG, PE
ORCA LAND SURVEYING
3605 COLBY AVENUE
EVERETT WASHINGTON 98201
(425) 259-3400
LEGAL DESCRIPTION
LOT 5, PLAT OF SEABROOK ESTATES
S1 TUA TE IN THE COUNTY OF SNOHOMISH, S TA TE OF WA SHING TON.
BENCH MARK
WGS SURVEY DATA CONTROL POINT #2703N23, BEING THE NORTH
QUARTER CORNER, FND. CONC. MON. & DOMED DISK Wl)(-
ELEVATION = 89.39
OTBMA
TEMPORARY BENCH MARK "A"
SSMH RIM AT 9 TH AVE N AND MOUNTAIN LANE
RIM ELEVA T70N = 111.39
VER TICA L DATUM
NA V9 88
UTILITY PURVEYORS
WA TER SUPPL Y: CITY OF EDMONDS
2
11
425-771-0235
SA NI TA R Y SEWER:
CITY OF EDMONDS
425-771-0235
STORM SEWER:
CITY OF EDMONDS
425-771-0235
PHONE.-
FRONTIER
425-263-4024
CONTACT: JEREMYFALLT
CABLE.-
COMCAST
425-244-5088
CON TACT JEFF BURNS
GAS:
PSE
888-225-5773
RECEIVED
POWER:
SNOHOMISH COUNTY PUD
o f4%i 20 2016
425-783-1000
CONTACT ROB LARSON
DEVELOPMENT SERVICES
COUNTER
FIRE DISTRICT
SNOHOMISH COUNTY FIRE DISTRICT NO. 1
425-551-1200
SCHOOL DISTRICT-
EDMONDS SCHOOL DISTRICT
AS
425-670-7000
-BUILT
Call 2 Working Days Before You Dig
811 or 1-800-424-5555
Utilities Underground Location Center
LOT 5 - BLD2015-1012
APPROVED FOR CONSTRUCTION
CITY OF EDMONDS
DA 7E.-
BY*
MY ENGINEERING DIVISION
RAM
ENGINEERING, INC
Civil Engnieering / Land Planning
16531 13TH AVE W, SUITE A108
LYNNWOOD, WA 98037
PHONE: (425) 678-6960
WWW.RAMENGINEERINGINC.COM
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ENGINEER:
ROB L. LONG, PE
DRAWN B Y.-
MIKE MORRIS
ISSUE DATE. SCALE.
8110115 AS NOTED
JOB NO:
15-005
SHEET.•
SP-01
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