ENG ASBUILTLEGAL DESCRIPTION
LOTS 35-36, BLOCK 3, THE KELLOGG PLAT OF EDMONDS, ACCORDING TO THE PLAT THEREOF,
RECORDED IN VOLUME 2 OF PLATS, PAGE 42, RECORDS OF SNOHOMISH COUNTY, WASHINGTON.
SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON.
BASIS OF BEARINGS
THE MONUMENTED CENTERLINE OF 7TH AVE., AS THE BEARING OF N 00'0229" E.
A. BENCH MARK
FOUND 4X4 CASED CONC. MON. W12" DOOMED BRASS DISK W% X" AT THE
INTERSECTION OF 7TH AVE. AND SPRUCE ST. (PER GPS OBSERVATIONS)
ELEVATION: 180.57'
DATUM: NA VD 88
STORM DRAINAGE NOTES
IF THE RIM TO INVERT OF ANY CATCH BASIN EXCEEDS
5 FEET A TYPE 11 CATCH BASIN WILL BE REQUIRED.
FOOTING DRAINS TO CONNECT TO DRY WELL.
LOT COVERAGE
LOT AREA: 6,580 SF
ALLOWABLE COVERAGE (359) 2,303 SF
HOUSE, COVERED DECK & GARAGE 2,300 SF
PERCENT COVERAGE 3590
BUILDING HEIGHT
CALCULATIONS (AEG)
ELEVA TION A:
198.54
ELEVA TION B.
196.91
ELEVA TION C.-
196.74
ELEVA TION D:
196.54
TOTAL: =
788.73
A VERAGE ORIGINAL GRADE (AOG,) =
197.18
MAIN FINISHED FLOOR =
197.80
ROOF AT RIDGE =
221.70
ALLOWABLE BUILDING HEIGHT =
222.18
(197.18 + 25 FT)
TOP 4X4 CASED CONC. MON
ELEVATION: 180.57'
IMPERVIOUS AREAS
PROJECT SI TE CA TEGORY CA TEGORY 2
DISCHARGE LOCATION: CI TY'S MUNICIPAL SEPARATE STORM
SEWER SYSTEM (MS4)
NW 1/4, SEC 25, TWP 27N, RGE 3E, W.M.
713 SPRUCE STREET
SITE DEVELOPMENT PLANS
4 5 II 6 ,,-�Y
BLOCK 3
L t — — — — — — — -------KELI0GG PLAt OF EDMONDS
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PUD _ 10' M1N LENGTH FOOTING I I 1
I TRANSFORMER i i PER GEOTECHDRAIN L TRENCH III I 1
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I 1 I i i REOMMENDA TIONS) III 1
� -T — — —— — — — — — 6' WOOD FENCE
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j' EXISTING GROUND IIII
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I 1 6
DRY UTILITIES
6' WOOD FENCE
----`— /
-------------
COVERED PATIO
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35
III
II
HOUSE
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MAIN FF 197.80
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TYPE OF
AREA
SQUARE
FOOTAGE
STORMWA TER
FACILI TY
LAWN AND LANDSCAPE
2880 SF
SOIL AMENDMENTS
ROOFS
2600 SF
INFIL TRA TION DR Y WELL
HARD SURFACES
1100 SF
INFILTRATION DRY WELL
125% RETROFIT
X SF
N.A.
\\ kr
\\ 4" PVC (3034,)
SEWER SERVICE @ I I
2. OAK MIN
' I I
DRYWELL L
14'(L)x5'(W)x5'(D)
SEE DETAILS
SHT GN-01
ewc
UTILITY PATCH /OVERLAY NOTE
U TILI TY PA TCHES SHALL BE COMBINED AND FULL KID TH OR HALF WID TH O VERLA Y WILL BE REQUIRED DEPENDING
ON THE EXTENT OF DISTURBANCE. WHERE UTILITY PATCHES FALL ENTIRELY WI THIN ONE TRAVEL LANE, THE
OVERLAY SHALL EXTEND TO THE CENTERLINE OF THE ROADWAY. WHERE UTILITY PATCHES EXTEND INTO BOTH
TRA VEL LANES THEN A FULL WlD TH 0 VERLA Y IS REQUIRED.
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INSTALLED 1 " WATER METER
1 PE 160 PSI FROM WA TER
MAIN TO METER & 1-112" PE
(,160) FROM METER TO HOUSE
�'EE DETAILS W4-130 & GU-400 I
ION SHEET TD-01
/ WAR C RI E) E INSTALLED WITH
5' PRIVATE DRAINAGE
EASEMENT TO BENEFIT 715
\\ SPRUCE ST (BLD20190103)
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_ N EDAR T
QSPR C€
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BELLA COOLA RD y
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Q 220 S SW
_ 224 s S
PUGET
SOUNS
3 sue\ 228 T S
S DEER D
2 N T SW
WACHUSETT RD
34 ST SW
VICINITY MAP
in
SCALE. 1" = 10'
0 5 10 20
PROJECT TEAM
OWNER / APPLICANT
SELECT HOMES
16531 13TH AVENUE W. #A 107
LYNNWOOD, WASHINGTON 98037
(425) 742-6044
EMAIL: KA YLA. CLARK@OUTLOOK. COM
CONTACT. KAYLA CLARK
SURVEYOR
PACIFIC COAST SURVEYS, INC.
PO BOX 13619
MILL CREEK, WA 98082
(425) 512-7099
CONTACT.- DARREN J. RIDDLE
SITE DA TA
NOT TO SCALE
CIVIL ENGINEER
RAM ENGINEERING, INC.
16531 13TH AVE W, SUITE A 108
LYNNWOOD, WA 98037
(425) 678-6960
EMAIL: ROBL@RAMENGINEERINGINC.COM
CONTACT.- ROB L. LONG, PE
SITE ADDRESS: 713 7TH A VE S
EDMONDS, WA 98020
TAX PARCEL ID NUMBER: 00484500303300
TOTAL SITE AREA: 6,580 SF (0.15 AC)
EXISTING ZONING: RS-6
AGENCIES/UTILITIES
JURISDICTION
CITY OF EDMONDS
WATER DISTRICT
CITY OF EDMONDS
SEWER DISTRICT
CITY OF EDMONDS
STORM WA TER
CITY OF EDMONDS
SCHOOL DISTRICT
EDMONDS SCHOOL DISTRICT NO. 15
FIRE DISTRICT
SNOHOMISH COUNTY FIRE DISTRICT NO. 1
TELEPHONE
FRONTIER COMMUNICATIONS
ELECTRICAL
SNOHOMISH COUNTY PUD NO. 1
GAS
PSE
GARBAGE
REPUBLIC SERVICE
SHEET INDEX
CITY OF EDMONDS
1 SP-01 SITE DEVELOPMENT PLAN
2 GN-01 GENERAL NOTES & LEGEND
3 TP-01 CLEARING, GRADING & TESC PLAN
4 DT-01 GENERAL DETAILS
•
1
Know what's below.
Call before you dig.
AS -BUILT
BLD20190102
APPROVED FOR CONSTRUCTION
CITY OF EDMONDS
DATE.•
BY
CITY ENGINEERING D/V/S/ON
RAMI
ENGINEERING, INC.
Civil Engineering / Land Planning
16531 13TH AVE W, SUITE Al08
LYNNWOOD, WA 98037
PHONE: (425) 678-6960
WWW.RAMENGINEERINGINC.COM
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ENGINEER:
ROB L. LONG, PE
DRA WN BY.•
MIKE MORRIS
ISSUE DATE.- SCALE.•
1124119 AS NOTED
JOB ND:
18-022
SHEET.•
SP-0 1
SH T I OF 4