APPROVED PLN BLD2022-1488_Site_Plan_10.28.2022_2.19.56_PM_3191926E�
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LEGAL DESCRIPTION
PARCEL A:
ALL THAT PORTION OF THE NORTHWEST QUARTER OF THE NORTHEAST
QUARTER OF SECTION 25, TOWNSHIP 27 NORTH, RANGE 3 EAST, W.M.
IN SNOHOMISH COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS:
BEGINNING AT A POINT ON THE NORTH LINE OF SAID SUBDIVISION 680
FEET EAST OF THE NORTHWEST CORNER THEREOF,
THENCE SOUTH 180 FEET,
THENCE EAST 170 FEET,
THENCE NORTH 180 FEET,
THENCE WEST 170 FEET TO THE POINT OF BEGINNING;
EXCEPT A TRACT DESCRIBED AS BEGINNING AT A POINT ON THE
NORTH LINE OF THE ABOVE DESCRIBED TRACT 18.64 FEET EAST OF
THE NORTHWEST CORNER OF SAID TRACT -
OF THENCE EAST ALONG THE SAID NORTH LINE FOR 78 FEET -
THENCE SOUTHWESTERLY THROUGH AN ARC HAVING A CENTRAL ANGLE
OF 117'42'08" AND A RADIUS OF 45.57 FEET, A DISTANCE OF 93.61
FEET TO THE POINT OF BEGINNING.
SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON.
PARCEL B.
LOT 4 AND THAT PORTION OF LOT 1, DESCRIBED AS BEGINNING AT THE
SOUTHWEST CORNER OF L 0 T 1;
THENCE EAST ALONG THE SOUTH LINE FOR 12 FEET,•
THENCE ANGLE 12655' FOR 20 FEET TO A POINT OF THE WEST LINE
OF LOT 1, 16 FEET NORTH OF THE SOUTHWEST CORNER THEREOF,•
THENCE SOUTH 16 FEET TO THE POINT OF BEGINNING,•
BEING IN BLOCK 35, CITY OF EDMONDS, ACCORDING TO THE PLAT
THEREOF RECORDED IN VOLUME 2 OF PLATS, PAGE 39, RECORDS OF
SNOHOMISH COUNTY, WASHINGTON.
SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON.
VERT/CAL DATUM
NA VD 88
BENCHMARK
FOUND CASED CONC. MON. W/2" BRASS DISK & 'X" 3.33'(E)
OF THE SOUTH MON. ON 9 TH A VE. W.
ELEV.=281.27'
IBM ' A "
SSMH RIM IN WALNUT STREET (SEE PLAN FOR LOCATION)
ELEV. = 317.12
BASIS OF BEARING
THE MONUMENTED NORTH SECTION LINE OF SEC. 25, T27N. R3E.,
AS THE BEARING OF N 883646" W.
UTILITY SEPARATION REQUIREMENTS
WA TER
• 18" MINIMUM COVER FOR WATER SERVICES.
• 3' MINIMUM HORIZONTAL SEPARATION BETWEEN WATER
SERVICES AND ALL OTHER UTILITIES, EXCEPT SANITARY SEWER.
• 10' HORIZONTAL SEPARATION BETWEEN SANITARY SEWER AND
WATER MAINS OR SERVICES.
• 12" MINIMUM VERTICAL SEPARATION, FOR PERPENDICULAR
CROSSINGS, BETWEEN WATER MAINS OR SERVICES AND ALL
OTHER UTILITIES, EXCEPT SANITARY SEWER.
SANITARY SEWER
• 2' MINIMUM COVER FOR SIDE SEWERS & LATERALS.
• 5' MINIMUM HORIZONTAL SEPARATION BETWEEN SANITARY
SEWER AND ALL OTHER UTILI TIES, EXCEPT WA TER.
• 10' HORIZONTAL SEPARATION BETWEEN SANITARY SEWER AND
WATER MAINS OR SERVICES.
• 12" MINIMUM VERTICAL SEPARATION, FOR PERPENDICULAR
CROSSINGS, BETWEEN SANITARY SEWER AND ALL OTHER
UTILITIES, EXCEPT WA TER.
• 18" MINIMUM VERTICAL SEPARATION BETWEEN WA TER AND
SEWER, SEWER LAID BELOW WA TER.
STORM
• 2' MINIMUM COVER FOR STORM SYSTEMS, UNLESS DUCTILE
IRON PIPE IS USED.
• 5' MINIMUM HORIZONTAL SEPARATION BETWEEN STORM AND
ALL OTHER UTILITIES.
OUTSIDE AGENCYUTLI77ES
• 36" MINIMUM COVER FOR JOINT GAS, ELECTRIC, TELEPHONE,
CABLE TV SERVICE AND CONDUCTORS.
• 36" MINIMUM COVER FOR A PRIMARY DISTRIBUTION SYSTEM.
BUILDING HEIGHT
CALCULATIONS (AOG)
SPOT ELEVA TIONS FOR HEIGHT CALCULA TONS.
ELEVA 7/ON A:
324.51
ELEVA 7/ON B.
326.73
ELEVA 7/ON C.
328. 78
ELEVA 7/ON D:
327.24
TOTAL:
= 1,30Z26
AVERAGE ORIGINAL GRADE (AOG)
= 326.81
FINISHED FLOOR
= 327.00
ROOF AT RIDGE
= 351.25
ALLOWABLE BUILDING HEIGHT
= 351.81
PER CITY OF EDMONDS
(326.81 + 25 FT)
LOT COVERAGE
LOT AREA: 6,210 SF
ALLOWABLE COVERAGE (359.) 2,173 SF
HOUSE, COVERED DECK & GARAGE 2,108 SF
PERCENT COVERAGE 33. 959
IMPERVIOUS AREAS
LOT 1
HOUSE+COVERED D/W, PA 710, PORCH, WALK 2,417 SF
(ROOF LINE)
UNCOVERED PA TIO AND WALK 50 SF
UNCOVERED DRIVEWAY 800 SF
TOTAL = 3,267 SF
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BUMPUS GREGORY J
961 CEDAR ST
SW 1/4, SE 1/4, SEC.24, & NW 1/4, NE 1/4, SEC.25, T.27N., R.3E., W.M.
WALNUT SHORT PLAT -LOT I
SITE DEVELOPMENT PLANS
_ — T 11 + 00
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CONCRE7E WALK --
-----------------�—�N — J-IL--------- CONCRETE WALK--- --
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BLOCK 35, C�TY OF EDMOND
VOL. 2 OF PLATS PG, 39
,
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2 1 II
3 I III I III 5 6 I
I MILLER CHRISTIEN S/ I I I I I 8
I MLLIAMS TAMMY L I II I II III I GROOMS JUSTIN Al
1002 WALNUT ST I I I II I III I I 1018 WALNUT ST EDMONDS, WA 98020 I II I I I I
PARCEL NO. I II EDMONDS, WA 98020
00434203500102 I I IIII I IIII I I I PARCEL No. I U) I I I 00434203500500
I I 111� I� I
_� '�I IIII I I I I I I I _3zo— 1 1\ I I I I I
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TRACT 998
ACCESS/
I� UTILI TY I I
SH
CONSTRUCTION NOTE CB ,
SHORT PNTS CONSTRUCTED AS PART aF THE
W
WALNUT, EE
LN2020003 ). EXTENT OF WORK INCLUDED ��RlM 324JVC T 10I 4" IE 3 1.78 IN -WALL ROANSTRUC710 WITHIN TRACTS 998 & 999 I ( )
ALONG N SYSTEMS FOR THE INDIVIDUAL LOTS. I ��` s"lE 32 .58 (OUT-s)
I : (SEE COE DETAIL SD-636
ON SHEET GN-01)
JdR4" PVC 3034 LOWI —
�� ROOF DRAIN ®
` 1.09 MIN _
1-1 2" WATER SERVICE LINE -
..
�-326--- I _
� �ONNECTED TO SERV/C E I /
I INSTALLED- d f"-. \ P _ -` I N8836'46 "W 54. 47'
___ ��_♦ SHORT PLAT Pa �� 1
I� �� T III Iil ; DRY U17L ES SSA
SHORT PLAT IMPROVEMENTS `��- 1 I ♦�i&3280-__�
EDMONDS, WA 98020
PARCEL N0. I CONSTRUCTED AS PART I
THE WALNUT SHORT PLAT
27OJ2500100700 (PLN20200033) I%/� 1 •"�# N � I #---------
- III /
�` 1 iN N I 1 1 ,�------326---- I ��
ill
I A �,I DRIVEWAY I I r
I I - , 1 INFIL IRA TION TRENCH
y �\ i^ II ' GARAGE L _ II I 7W WALNUTCONSTRUCTE
AS PART OF
TRACT �9�\ SHORT PLAT
I I 5FF 32550
i1 II I (fLN20200033)
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ACCESS/ I I I
UTILITY �� I I I I l y 11323.5E I I I
1 I
0,1 ,210 SF �,i ALL BUILDING SETBACK LINES
HOUSE 15' ON FLAG LOT TO BE 5FT TYP
�I MAIN FF 327.00 rr =-�
y• � — � I y
---------- \` II ` / / O II
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CONC. --' I II IE 323.Ot LOT 1
— — — �-_------ — — — — — J II INSTALL ON O
—— ----• I ss srue CITY OF EDMONDS SP S-11-86
I ♦ c� I I r o AFN 8608010382
-------- 328---------- I - — I I HEAT PUMP
I i I (42114" HGT) 17.60' in---- ----r ---� C
CEDAR ST I I I I N8847'19"W ,+ -__- L- -1 F PVC DRAT
ham- FOOTING DRAIN
I I I 0 I ®1.09 MlN HARRIS KEVIN D& BARBARA V TRUST
to
I 4---4 h I 1010 WALNUT ST
------------- / EDMONDS, WA 98020
PARCEL NO.
27032500100400
-----
— — — — I i 3 �\ / ' N I I I 10' MIN LENGTH FOOTING
DRAIN DRYWELL TRENCH
2 z I + I I (PER GEOTECH
- — — J RECOMMENDA TIONS)
N88 47'19 "W 42, 40' ,, 332 -�
LLOYD GERALD L \`�3p_ � � �
960 CEDAR ST
EDMONDS, WA 98020
PARCEL NO.
27OJ2500101200
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STORMWA TER CONTROL SUMMARY
PROJECT SI TE CA TEGOR K CA TEGOR Y 2
DISCHARGE LOCATION: N/A
TYPE OF AREA
SQUARE FOOTAGE
STORMWATER FACILITY
LA WN AND LANDSCAPE
2, 943 SF
SOIL AMENDMENTS
ROOFS
2,417 SF
INFIL IRA TION
HARD SURFACES
850 SF
INFIL IRA TION
259 RETROFIT
0 SF
N.A.
RIDGEWAY NICHOLAS M & DEBORAH 0 I NISSEN RAYMOND C
1003 SPRUCE ST 1009 SPRUCE ST
UTILITY NOTES
ALL NEW U77LI77ES ARE REQUIRED TO BE INSTALLED UNDERGROUND.
CONSTRUCTION NOTE
APPLICANT SHALL REPAIR/REPLACE ALL DAMAGE TO U7/LI7/ES OR
FRONTAGE IMPROVEMENTS IN CITY RIGHT-OF-WAY PER CITY STANDARDS
THAT IS CAUSED OR OCCURS DURING 7HE PERMITTED PROJECT.
HUDSON RURIKO 0
1015 SPRUCE ST
GRADING QUANTITIES
CUT.• t 150 CU YDS
FILL: t 150 CU YDS
1) GRADING QUANTITIES INCLUDE ADDITIONAL CUT AND FILL QUANTITIES POTENTIALLY
NEEDED FOR ORGANIC SOIL AMENDMENTS IN ACCORDANCE WITH BMP T5.13 POST
CONSTRUCTION SOILS QUALITY AND DEPTH.
2) GRADING QUANTITIES HAVE BEEN ESTIMATED AS SHOWN ABOVE. SITE IMPORT AND
EXPORT IS BELOW 10,000 CY AND THUS NO HAUL ROUTE AGREEMENT IS REQUIRED.
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VICINITY MAP
SCALE. • 1" = 2000'
N
SCALE. 1 " = 20'
0 10 20 40
ENGINEERING, INC.
Civil Engineering I Land Planning
RAM
16531 13TH AVE W, SUITE A108
LYNNWOOD, WA 98037
PHONE: (425) 678-6960
WWW.RAMENGINEERINGINC.COM
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PROJECT TEAM
OWNER/APPLICANT CIVIL ENGINEER
SELECT HOMES RAM ENGINEERING INC. Z
16531 13TH AVENUE W. #A 107 16531 13TH AVE W, SUITE A 108
LYNNWOOD, WASHINGTON 98037 LYNNWOOD, WA 98037
(425) 742-6044 (425) 678-6960 X
EMAIL: KAYLA.CLARK@OUTLOOK.COM EMAIL: ROBL@RAMENGINEERINGINC.COM �+
CONTACT: KAYLA CLARK NICHOLS CONTACT.- ROB L. LONG, PE
SURVEYOR O
PACIFIC COAST SURVEYS, INC.
PO BOX 13619
MILL CREEK, WA 98082
(425) 512-7099
CONTACT. DARREN J. RIDDLE
SITE DATA Z J
SITE ADDRESS: 1012 WALNUT ST, EDMONDS, WA 98020 W
TAX PARCEL ID NUMBER: 27032500100500, 00434203500400 0
1
TOTAL SITE AREA: 6,210 SFVft
EXISTING ZONING: RS-6 O N
PROPOSED LAND USE: SINGLE FAMILY RESIDENTIAL O
ON
W O
AGENCIES/UTILITIES W y m
JURISDICTION CITY OF EDMONDS O
WATER DISTRICT CITY OF EDMONDS
SEWER DISTRICT CITY OF EDMONDS W
SCHOOL DISTRICT EDMONDS SCHOOL DISTRICT No. 15 Q FIRE DISTRICT SNOHOMISH COUNTY FIRE DISTRICT No. 1
TELEPHONE ZIPL Y
ELECTRICAL SNOHOMISH COUNTY PUD NO. 1I O
GAS PSE
CABLE COMCAST
GARBAGE REPUBLIC SERVICE Q
W
46
0
V
SHEET INDEX
CITY OF EDMONDS
1 SP-01 SITE DEVELOPMENT PLAN
2 TP-01 GRADING & TESC PLAN
3 GN-01 GENERAL NOTES & DETAILS
Know wheS below.
Call before you dig.
AS -BUILT
BLD2021-0644
APPROVED FOR CONSTRUCT/ON
CITY OF EDMONDS
DATE:
RV•
CITYENGINEEMING DIVISION
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36508 CZ%
\� EGISTEg���
IONe 1.
ENGINEER:
/O/28/ZZ
ROB L. LONG, PE
DRAWN B Y.-
MIKE MORRIS
ISSUE DATE: SCALE:
5/7/21 AS N07ED
JOB NO:
19-032
SHEET:
SP-01
SHT / OF 3