Keller SP Lot 1 As-BuiltsSE 1/4, SEC 18, TWP 27N, RGE 4E, W,M,
LOT I - KELLER SHORT PLAT
(SEE CITY STD DETAIL
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SD-636 ON SHT OT-01)
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TOP OF EX CASED CONC. MON. W DOMED
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BRASS DISK, SW CORNER NW 1 4 OF SE NV1
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114 OF SE 114 OF SEC. 18 T27N R4E W.M. ,
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ELEV=368.19
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BUILDING HEIGHT
CALCULATIONS (AEG)
SPOT ELEVA TIONS FOR HEIGHT CALCULA TIONS.
ELEVA TION B.
381. 61
ELEVA TION C.
383.61
ELEVA TION D.
385.33
ELEVA TION A:
382.96
TOTAL: =
1533.51
A VERAGE ORIGINAL GRADE (AOG) =
383.37
TOP OF GARAGE SLAB =
382.50
ROOF A T RIDGE =
40Z 25
ALLOWABLE BUILDING HEIGHT =
408.37
(383.37 + 25 FT)
IMPERVIOUS AREAS
HOUSE+COVERED D/W, PATIO, PORCH & WALK 2,820 SF
(ROOF LINE)
UNCOVERED WALK 100 SF
UNCOVERED DRIVEWAY 1.230 SF
TOTAL = 4,150 SF
LOT 1 IMPERVIOUS SUMMARY
EXIS77NG IMPERVIOUS SURFACE = 6,004 SF
EXIS77NG IMPERVIOUS TO REMAIN = 1,926 SF
EXIS77NG IMPERVIOUS TO BE REMOVED/REPLACED = 4,110 SF
NEW PLUS REPLACED IMPERVIOUS SURFACE = 4,150 SF
NEW IMPERVIOUS SUFFACE = 40 SF
LOT COVERAGE
LOT AREA: 12,921 SF
(LESS INGRESS/EGRESS EASEMENT) 2,999 SF
NET LOT AREA 9,922 SF
ALLOWABLE COVERAGE (359) 3, 473 SF
HOUSE, COVERED DECK AND GARAGE 2,467 SF
PERCENT COVERAGE 24. 91
uriuries more
1. ALL NEW UTILITIES ARE REQUIRED TO BE
INSTALLED UNDERGROUND.
2. MINIMUM 3FT SEPARA TION REQUIRED BETWEEN
DRY UTILITIES (POWER, GAS, PHONE, CABLE, ETC)
& WET U 17LI TIES (SEWER, WATER, STORM)
DR/VEWA Y NOTE
DRIVEWAY SLOPES SHALL NOT EXCEED 149. SLOPE
PER ECDC 18.80.060
CONSTRUCT/ON NOTE
APPLICANT SHALL REPAIR/RELACE ALL DAMAGE TO
U77LI77ES OR FRONTAGE IMPROVEMENTS IN CITY
RIGHT-OF-WAY PER CITY STANDARDS THAT IS
CAUSED OR OCCURS DURING 774E PERMITTED
PROJECT.
NOTES
SITE DEVELOPMENT PLANS
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\ I SSCO #4
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7R - 379. 4
I 6" lE = 373.5
\ I (SSCO TO HAVE 12" CAST
\ I IRON LAMPHOLE COVER
WA TER SERVICE I y WITH 1/2" HEX BOLTS)
INES 3 FT DEEP
(TYP.)
POWER II 1N89*07'22" VAULT W 40.01
I \ BUILDING
SETBACK LINE
L -
1. 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 DRA/NAGS NOTES
IF 774E RIM TO INVERT OF ANY CATCH BASIN EXCEEDS
5 FEET A TYPE H CATCH BASIN WILL BE REQUIRED.
SOILS NOTE
ALL DISTURBED SOILS WILL BE COMPOST AMENDED PER
BMP T.5.13.
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SSCO #5 I //
RIM = 380.4
6 " lE = 374.2 I � I
CB SOLID LID
RIM = 382.23
4" 1E=380.97 (NW)
55' 4" 1E=380.73 (NW) I r�
♦ 6" 1E=380.82 (W)
- - W ♦ 6" 1E=379.88 (SE)
(WITH RISER TEE) I I
73'-6" PVC
0=2 \ ® 6.1 Z I I
� ♦ � � SD
\ SD T 7.5' DRAINAGE & UTILITY I i
EASEMENT TO BENEFI T L O T 2
OF KELLER SHORT PLAT �
\ (AFN 201809 215002) I I
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♦♦
382.46
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--382-,
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EXISTING GROUND
CONTOUR (TYP)
N 89 06' 122.00'
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LEGEND BASIS OF BEARING
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EXISTING PAVEMENT TO REMAIN THE MONUMENTED CENTERLINE OF 80TH AVENUE WEST, AS THE BEARING OF
NORTH 0045'50" EAST, PER THE PLAT OF SIERRA VILLAGE DIVISION C, AS
❑ ASPHALT PAVEMENT INSTALLED RECORDED IN VOLUME 18 OF PLATS ON PAGE 3, RECORDS OF SNO. CO., WA.
AS PART OF SHORT PLAT CONSTRUCTION
ElPROPOSED CONCRETE DRIVEWAY BENCHMARK
TOP OF EX CASED CONC. MON. W/DOMED BRASS DISK, VISITED: MARCH 2O13
SW CORNER NW 114 OF SE 114 OF SE 114 OF SEC. 18-T27N-R4E W.M. (SEE PLAN)
VERTICAL DATUM: NAVD88
ELEV=368.19
LEGAL DESCRIPTION
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 004550" EAST, 95.01 FEET -
THENCE SOUTH 89 0725" EAST, 30.00 FEET TO THE TRUE POINT OF
BEGINNING,•
THENCE CONTINUING SOUTH 89 0725" EAST, 77.00 FEET TO THE BEGINNING
OF A CURVE CONCAVE TO THE NORTHWEST, HAVING A RADIUS OF 77.73 FEE I, -
THEN CE EASTERLY AND NORTHEASTERLY, ALONG THE ARC OF SAID CURVE,
THROUGH A CENTRAL ANGLE OF 297500 ; A DISTANCE OF 39.68 FEET -
THENCE SOUTH 89 0722" EAST, 40.00 FEET -
THENCE SOUTH 48'1428" EAST, 84.79 FEET
THENCE SOUTH 00'4550" WEST, 49.54 FEET,
THENCE NORTH 890602" WEST, 122.00 FEET;
THENCE NORTH 00 4550 " EAST, 75.08 FEET,
THENCE NORTH 89 0725" WEST, 97.00 FEET;
THENCE NORTH 004550" EAST, 20.00 FEET, TO THE POINT OF BEGINNING.
SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON.
f9 N2 9f
f 67H W
SI TE� rT
v
200 ST
SW _-� 00 T S
2 �1ND ST SW I ` ` r
r- ��i �' 1-1
203R ST_ W
204774 ST SW
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99 FT
J A
MAIN` 2067H ST SW
212774 ST sW
o
44 ❑ a h
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2167H�T S Ir �� r� 21 77H4 ST SW
VICINITY MAP
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I SCALE. • 1' = 2000'
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0 5 10 20
PROJECT TEAM
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
EMAIL: KAYLA.CLARK@OUTLOOK.COM
EMAIL: ROBL@RAMENGINEERINGINC.COM
CONTACT- KAYLA CLARK
CONTACT- ROB L. LONG, PE
SURVEYOR
ORCA LAND SURVEYING
3605 COLBY AVENUE
I
EVERETT, WASHINGTON 98201
(425) 259-3400
FAX (425) 258-1616
CONTACT JOANNE SWANSON, PLS
SITE DATA
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SITE ADDRESS:
19325 80TH A VE W
EDMONDS, WA 98026
iLU.lt
TAX PARCEL ID NUMBER(S):
270418004OJ500
SI TE ACREAGE:
12,921 SF (0.30 AC)
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UTILITY PURVEYORS
6
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WATER SUPPL Y.• CITY OF EDMONDS
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425-771-0235
SANITARY SEWER: CITY OF EDMONDS
425- 771- 0235
STORM SEWER. CITY OF EDMONDS
425- 771- 0235
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PHONE. FRONTIER
`
425-263-4024
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CABLE: COMCAST
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425-244-5088
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GAS. PSE
888-225-5773
POWER: SNOHOMISH COUNTY PUD
425- 783-1000
FIRE DISTRICT. SNOHOMISH COUNTY FIRE
DISTRICT NO.1
425-551-1200
SCHOOL DISTRICT: EDMONDS SCHOOL
DISTRICT
425-670-7000
SHEET INDEX
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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1 SP-01 SITE DEVELOPMENT PLAN
2 GN-01 GENERAL NOTES & LEGEND 1219119
3 TP-01 CLEARING, GRADING & TESC PLAN ENGINEER.
4 DT-01 STANDARD DETAILS ROB L. LONG, PE
AS -BUILT DRAWN BY.•
MIKE MORRIS
BLD2018-0948
Know what's below.
Call before you dig.
ISSUE DATE.SCALE:
7111118 AS NOTED
JOB NO.
18-014
SHEET.•
SP-01
SHT 1 OF 4