Keller SP Lot 2 As-BuiltsS
SE 1/4, SEC 18, TWP 27N, RGE 4E, W,M,
LOT Z - KELLER SHORT PLAT
SITE DEVELOPMENT PLANS
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N 89 07 22" W 104.00' \
1 - - -
----------------- ---
/ J---------------- /
— -------------
INSTALL 3rX-3�- DRYWELL WITH / \ /
3 4 TO 1-1 2 DRAIN ROCK
\ _ _ _ / \ CONCRETE BLOCK
RETAINING WALL
FOR WALL DRAIN CONNECTION
( � / \ / \
DEPTH)
BUILDING \(T��
�/ CONCRETE
SETBACK LINE / % / \ \ COVERED PATIO
i
I
EXISTING GROUND
�\ I �1 i i \\ t�l� CONTOUR (TYP) /--
ElI \�� I / <�� \ /
t.
29.2' / c �G1.0
SDCO \
258.0E I
------------
I I 11 ❑
STORMWA TER CONTROL SUMMARY
PROJECT SI TE CA TEGORY CA TEGORY 1
DISCHARGE LOCATION: CI TY'S MUNICIPAL SEPARATE STORM SEWER SYSTEM (MS4)
TYPE OF AREA
SQUARE FOOTAGE
STORMWATER FACILITY
LAWN AND LANDSCAPE
4,925 SF
SOIL AMENDMENTS BMP T5.13
ROOFS
2, 396 SF
INFIL 7RA 77ON 7RENCH BMP T5.1OA
HARD SURFACES
704 SF
INFIL 7RA 77ON 7RENCH BMP T5.1OA
259. REMORT
0 SF
N.A.
BUILDING HEIGHT
CALCULATIONS (AEG)
SPOT ELEVATIONS FOR HEIGHT CALCULATIONS.-
ELEVA 77ON A:
382.12
ELEVA 77ON B.
386. 43
ELEVA 77ON C.
383.37
ELEVA 77ON D.
381. 05
_TOTAL: =
1632.97
AVERAGE ORIGINAL GRADE (AOG) =
383.24
TOP OF GARAGE SLAB =
381.00
ROOF AT RIDGE =
408.08
ALLOWABLE BUILDING HEIGHT =
408.24
(383.24 + 25 FT)
UTILITIES NOTE
1. ALL NEW U77LI77ES ARE REQUIRED TO BE
INSTALLED UNDERGROUND.
2. MINIMUM 3FT SEPARA 77ON REQUIRED BETWEEN
DRY UTILITIES (POWER, GAS, PHONE, CABLE, ETC)
& WET U77LI77ES (SEWER, WA 7ER, STORM)
APPLICANT SHALL REPAIR/RELACE ALL DAMAGE TO
UTILITIES OR FRONTAGE IMPROVEMENTS IN CITY
RIGHT—OF—WAY PER CITY STANDARDS TVA IS
CAUSED OR OCCURS DURING THE PERMITTED
PROJECT.
NOTES
THE FINAL RESTORATION FOR ALL UTILITY CONNECTIONS AND
UTILITY ABANDONMENTS (SEWER, WATER, AND STORM) IS TO
BE COMPLETED BY THE CONTRACTOR. A FIELD INSPECTION IS
REQUIRED TO DETERMINE THE FINAL RESTORATION LIMITS.
STORM DRAINAGE NOTES
IF THE RIM TO INVERT OF ANY CATCH BASIN EXCEEDS
5 FEET A TYPE II CATCH BASIN WILL BE REQUIRED.
SOILS NOTE
ALL DISTURBED SOILS WILL BE COMPOST AMENDED PER
BMP T.5.13
ImI�VP7Im YI�VV/\/r / /V/V
THAT PORTION OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER
OF THE SOUTHEAST QUARTER OF SECTION 18, TOWNSHIP 27 NORTH, RANGE
4 EAST, W.M., DESCRIBED AS FOLLOWS:
COMMENCING AT THE SOUTHWEST CORNER OF SAID NORTHWEST QUARTER;
THENCE NORTH 00 45 50" EAST, 95.01 FEET,•
THFNrF .SnLITH Rcm79.5" FAST .3n.nn FFFT•
BEGINNING OF A CURVE CONCAVE TO THE NORTHWEST, HAVING A RADIUS
OF 77.73 FEET,•
THENCE EASTERLY AND NORTHEASTERLY, ALONG THE ARC OF SAID CURVE,
THROUGH A CENTRAL ANGLE OF 29°15 00'; A DISTANCE OF 39.68 FEET TO
THE TRUE POINT OF BEGINNING;
THENCE SOUTH 89 0722" EAST, 40.00 FEET,•
THENCE SOUTH 48'1428" EAST, 84.79 FEET;
THENCE NORTH 00 45 50 " EAST 115.59 FEET,
THENCE NORTH 89'0722" WEST, 104.00 FEET,•
THENCE SOUTH 00'4550" WEST, 60.09 FEET THE TO THE POINT OF
BEGINNING.
SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON.
BASIS OF BEARING
THE MONUMENTED CENTERLINE OF 80TH AVENUE WEST, AS THE BEARING OF
NORTH 0045'50" EAST, PER THE PLAT OF SIERRA VILLAGE DIVISION C, AS
RECORDED IN VOLUME 18 OF PLATS ON PAGE 3, RECORDS OF SNO. CO., WA.
BENCHMARK
TOP OF EX CASED CONC. MON. W/DOMED BRASS DISK, VISITED: MARCH 2O1J
SW CORNER NW 114 OF SE 114 OF SE 114 OF SEC. 18-T27N-R4E W.M.
VERTICAL DATUM: NA VD88
ELEV= 368.19
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VICINITY MAP
SCALE. • 1' = 2000'
nAk
SCALE. 1" = 10'
0 5 10 20
RAM
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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PROJECT TEAM
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OWNER/APPLICANT CIVIL ENGINEER
SELECT HOMES RAM ENGINEERING, INC.
16531 13TH AVENUE W. IIA 107 16531 13TH AVE W, SUITE A 108
L YNNWOOD, WASHINGTON 98037 L YNNWOOD, WA 98037
(425) 742-6044 (425) 678-6960 O
EMAIL: KAYLA.CLARK@OUTLOOK.COM EMAIL: ROBL@RAMENGINEERINGINC.COM
CONTACT- KAYLA CLARK CONTACT- ROB L. LONG, PE
SURVEYOR Z
ORCA LAND SURVEYING
3605 COLBY AVENUE
EVERETT, WASHINGTON 98201 y
(425) 259-3400
FAX (425) 16
CONTACONTACTJOANNEOANNE SWANSON, PLS
SITE DATA Q
0
SITE ADDRESS. 19323 80TH AVE W
EDMONDS, WA 98026
TAX PARCEL ID NUMBER(S): 270418004OJ500 O
SI TE ACREAGE: 8,025 SF (0.18 AC) Z
L Z o
UTILITY PURVEYORS y O
WATER SUPPL Y.• CITY OF EDMONDS Z
425- 771- 0235
O 411�0
SA NI TARP SEWER: CITY OF EDMONDS N
425- 771- 0235 Q
STORM SEWER. CITY OF EDMONDS J
425- 771- 0235 ' m
PHONE. FRONTIER LU
425-263-4024 O
CONTACT- JEREMY FALLT
CABLE: COMCAST � � Q
425-244-5088 W
CONTACT- JEFF BURNS
GAS:
PSE
888 O
888-225-5773
POWER: SNOHOMISH COUNTY PUD O Q
425- 783-1000
CONTACT- ROB LARSON
FIRE DISTRICT. SNOHOMISH COUNTY FIRE 4
DISTRICT NO.1 O
425-551-1200
SCHOOL DISTRICT.- EDMONDS SCHOOL
DISTRICT
425-670-7000
LEGEND
ElEXISTING PAVEMENT TO REMAIN
❑ASPHALT PAVEMENT TO BE INSTALLED
AS PART OF SHORT PLAT CONSTRUCTION
PROPOSED CONCRETE DRIVEWAY
SHEET INDEX
1 SP-01 SITE DEVELOPMENT PLAN
2 GN-01 GENERAL NOTES & LEGEND
3 TP-01 CLEARING, GRADING & TESC PLAN
4 DT-01 GENERAL DETAILS
AS —BUILT
BLD2018-0909
Know what's below.
Call before you dig.
APPROVED FOR CONSTRUCTION
CITY OF EDMONDS
DA TE.-
BY•
CITY ENGINEERING DI VISION
O � 6W
crs10
IONAT . V
ENGINEER.
1111119
ROB L. LONG, PE
DRAWN BY.•
MIKE MORRIS
ISSUE DATE.SCALE.•
7/11/18 AS NOTED
JOB NO.
18-014
SHEET.•
SP-01
SHT 1 OF 4