ENG PROJECT ASBUILT - LFLEGAL DESCRIPTION
THE EAST HALF OF THE SOUTH HALF OF THE EAST HALF OF THE SOUTHEAST QUARTER
OF THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER, (SAID SOUTHWEST
QUARTER OF THE NORTHWEST QUARTER KNOWN AS GOVERNMENT LOT 2), OF SECTION
30, TOWNSHIP 27 NORTH, RANGE 4 EAST, W.M., IN SNOHOMISH COUNTY, WASHINGTON;
EXCEPT COUNTY ROAD,
ALSO EXCEPT THE NORTH 80 FEET THEREOF;
ALSO EXCEPT THE SOUTH 10 FEET CONVEYED TO THE CITY OF EDMONDS UNDER
AUDITORS FILE NUMBER 200501280525.
SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHING TON.
BASIS OF BEARINGS
THE MONUMENTED CENTERLINE OF 220TH ST. S. W., AS THE BEARING OF N 89'28'09" W.
BENCH MARK
SNO. FOUND CONCRETE MON IN CASE WITH 2 1/2" BRASS DISC W/PUNCH.
(SNO CO DB ID: 18489)
ELEVA TION: 411.22'
IBM 1
TOP OF MONUMENT LOCATED APPROX 30 FEET SOUTH OF THE SOUTHEAST
CORNER OF PROPERTY. (SEE PLAN)
ELEVA TION: 437.17
DA TUM : NA VD 88
BUILDING HEIGHT
CALCULATIONS (AOG)
SPOT ELEVATIONS FOR HEIGHT CALCULATIONS.•
ELEVA TION A:
436.43
ELEVA TION B.
435. 94
ELEVA TION C.
436.21
ELEVATION D.
436.19
TOTAL:
= 1,744.77
AVERAGE ORIGINAL GRADE (AOG)
= 436.19
FINISHED FLOOR
= 438.00
ROOF AT RIDGE
= 460.75
ALLOWABLE BUILDING HEIGHT
= 461.19
PER CITY OF EDMONDS
(436.19 + 25 FT)
LOT COVERAGE
LOT AREA (NET): 8,022 SF
ALLOWABLE COVERAGE (359') 2,808 SF
HOUSE, COVERED DECK & GARAGE 2,467 SF
PERCENT COVERAGE 30. 75%
IMPERVIOUS AREAS
LOT 2
HOUSE+COVERED D/W, PATIO, PORCH, WALK 2,808 SF
(ROOF LINE)
UNCOVERED PA TIO AND WALK 200 SF
UNCOVERED DRI VEWA Y 1.000 SF
TOTAL = 4,008 SF
NW 1/4, SEC 30, TWP 27N, RGE 4E, W.M.
220TH ST SW SHORT PLAT - LOT 2
CIVIL ENGINEERING PLANS
r--T----------------------------�
27043000201500
3
2
PLAT OF
CONNECTED TO STORM STUB 1E432.5f MANOR COURT
'��\ �\\I
4" PVC 3034 �`� I 10' MIN LENGTH FOOTING VOL. Zi, PG, 56
�- 4" PVC 30 -R09F- - - - J I
PERFORATED STUB -OUT I i _ F•60�1NG DRAIN - I DRAIN DRYWELL TRENCH
/:5WA1ALff_LQ7. MIN® 1.o. IN \` f PER GEOTECH
CONNECTION PER CITY STD I I �� `� I j ' N89 28'11 "W 1 P��B' T� - RECOMMENDA TIONS)
DWG NO. SD-639
(SEE DETAIL ON SHT GN-01) lE 433.Of I I I —
II I DCO lE 434.Of I I�
�434.Of
I � I III I I �
15
(PLAN 3277 GR)o-
N HOUSE I o f
III FF 438.00 W
27043000201200 _ z 2 P o
� I � �3.69
rn� Q I I 9, 8SF
NNECTED TO \ 8,022 F(NET) _ U t� 4" PVC -DRAIN
o SEWER STUB 4" PVC 3034) p 1.0% MIN`
Z I II IE 431.Of SEWER SERVICE �� . ,� o II
J III I @2.09MIN t4 I z
�III CONCRETE III GARAGE 7 5'
�
IS
DRI VEWA Y I FF 437.00 II _
II III ; 2.09'
_ I I
C��\ YARD II
n DRAIN II
30' DRAINAGE & JOINT UTILITY EASEMENT (TYP) I �� I I I ♦- DRY UTILITIES N89 28 111 "W 132.90' I
RECORDED AS PART OF SHORT PLAT I 1 I I I II 1" WATER SERVICE'INSTALLED AS II
(PLN20200009) I �I I PART OF SHORT PLAT.
II I INSTALLED 1" WATER METER AND F�NCE
1-1/2" PE4160 PSI) SERVICE LINE
20' PRIVATE ACCESS EASEMENT FROM WATER METER TO HOUSE 30'
M�
RECORDED AS PART OF SHORT PLAT I I I I I (TRACER WIRE TO BE INSTALLED
H WATER LINE)
(PLN20200009) �I
27043000201600
rl
SHORT PLAT IMPROVEMENTS r-11 1� \\ I I i it 27043000203200
CONSTRUCTED AS PART
THE 220TH ST SW SHORT T i
PLAT (PLN20200009) �� - � f-�---�---�----------J i jll I
I'
r
' ------- 3438
------------- i ------------
-- - -___-
_ — =— — — — — — — --- - — —s---------------_ =� -� -
-�`
---w----w----Iv
_ -- — _�aN=--I--W---- '— W----W --—W----W
N 89'28'09" W 930.46' (BASIS OF BEARING) - � I � �
- -— - - N 89`28'09" W 132.92'
o �-
z--ss--- _ _ 220TH ST SW s --
_—ss--�
___SD —SD-- ;D 1-------------------
FOUND CASED CONC. MON.
W/2" BRASS DISK & 'Y'
ISDOWN 0.4'. VISITED 10-6-19. (4 I TBM 1
FOUND CASED CONC. MON.
rn W/TACK IN LEAD. DOWN 1.2'.
N VISITED 10-6-19.
TOP MON ELEV = 43717
UTILITY NOTE
ALL NEW UTILITIES ARE REQUIRED TO BE INSTALLED UNDERGROUND.
CONSTRUCTION NOTE
APPLICANT SHALL REPAIR/RELACE ALL DAMAGE TO UTILITIES OR FRONTAGE
IMPROVEMENTS IN CITY RIGHT—OF—WAY PER CITY STANDARDS THAT IS CAUSED
OR OCCURS DURING THE PERMITTED PROJECT.
STORMWATER CONTROL SUMMARY
PROJECT St TE CA TEGORY CA TEGORY 2
DISCHARGE LOCATION. CI TY'S MUNICIPAL SEPARATE STORM
SEWER SYSTEM (MS4)
TYPE OF AREA
SQUARE FOOTAGE*
STORMWATER FACILITY
LAWN AND LANDSCAPE
4,014 SF
SOIL AMENDMENTS
ROOFS
2,808 SF
DETENTION TANK
HARD SURFACES
1,200 SF
DETENTION TANK
259 RETROFIT
0 SF
N.A.
*BASED ON NET LOT AREA & EXCLUDE IMPERVIOUS AREA FROM
PRI VA TE ROAD.
GRADING QUANTITIES
CUT. f 150 CU YDS
FILL: f 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.
7A ST
ST
—4-
f TEts1� :— T__
z16 Sr_A
f ,
99
w
2281F! STTF,
SYV�I_ I I I
2307H L. S
� 7F -
HI OLL y LN I I sk
--I MAPLE LN I I f I Q
1 r 36TH STw I I II
VICINITY MAP
SCALE. 1' = 2, 000'
N
SCALE: 1" = 20'
0 10 20 40
RAMI
ENGINEERING, INC.
Civil Engineering / Land Planning
16531 13TH AVE W, SUITE A108
LYNNWOOD, WA 98037
PHONE: (425) 678-6960
WWW.RAMENGINEERINGINC.COM
y
~
2
U
W
Q
�
o
U
2
0
U
h
m
co
ti
o
zI—IN
PROJECT TEAM
OWNER/APPLICANT CIVIL ENGINEER 0
SELECT HOMES RAM ENGINEERING, INC.
16531 13TH AVENUE W. #A 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 O V�
PACIFIC COAST SURVEYS, INC. J Q
PO BOX 13619
MILL CREEK, WA 98082 Z
512-7099
CONTACT: DARREN J. RIDDLE, PLS
SITE DATA Q
SITE ADDRESS: 8805 220TH ST SW
EDMONDS, WA 98026 4-
TAX PARCEL ID NUMBER: 2704300201100
W I� Z N TOTAL SITE AREA: 9,568 SF (0.24 AC) O O
EXISTING ZONING. RS-8
PROPOSED ZONING: NO CHANGE O
O
J ZvN
AGENCIES/UTILITIES W y O
JURISDICTION CITY OF EDMONDS .4 J
STORM DISTRICT CITY OF EDMONDS m
WATER DISTRICT CITY OF EDMONDS
SEWER DISTRICT OLYMPIC VIEW WATER & SEWER DISTRICT y
SCHOOL DISTRICT EDMONDS SCHOOL DISTRICT NO. 15 O
FIRE DISTRICT SNOHOMISH COUNTY FIRE DISTRICT NO. 1
TELEPHONE FRONTIER COMMUNICATIONS Q
ELECTRICAL SNOHOMISH COUNTY PUD NO. 1
GAS PSE
GARBAGE REPUBLIC SERVICE
O
W
4
N o
N �
SHEET INDEX
CITY OF EDMONDS
1 SP-01 SITE DEVELOPMENT PLAN
2 TP-01 GRADING & TESC PLAN
3 GN-01 GENERAL NOTES & DETAILS
Know whats below.
Call before you dig.
AS -BUILT
BLD2021-0286
APPROVED FOR CONSTRUCTION
CITY OF EDMONDS
DATE:
BY
CITY ENGINEERING DIVISION
gO WASH l�
d
a8608 W
h'ECISTER�9
\` IONTAT .
ENGINEER:
/M/21
ROB L. LONG, PE
DRA WN BY.•
MIKE MORRIS
ISSUE DATE: SCALE.•
2116121 AS NOTED
JOB NO:
19-026
SHEET.•
SP-01
SH T / OF 3