APPROVED PLN ENG STM REV 1-Civil_Plan+9.14.2022_9.52.53_AM+3107548Sol 0malm SFR
SECTION 13, TOWNSHIP 27N. RANGE 3E, W.M.
ACCSESS EASEMENT
20.0'
TR q30'
EXJ
40;; INGRESS &/ EGR S, _
ROW
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' DRAIN CONNECTION ' 52 LF CPEP
i ` S0538
PROP. ASPHALT _ (CONNECT TO EEC. STUB
,1` ,
50' VEG. FLOW P
(7 SF ) Ex. SFR (SE PROVIDED WITHH`ORT ,,PLAT) 3
(TO BE IN,ST`�LLED -
E SWALE DET. THIS
.SHT. SEC110 'HT.AT TIMEOF ZiPROP. PRMEABLE
IE=t85.2SHORT PLAT) NOTE SHT. 6 i CONC(1,038 SF)`
P IV
i > I 1 (10% MAX SLOPES TE £
Q DRAINAGAE ESM T
(SEE DET. SD-622 4
SHT. 9) FOOTING' 9 LF `8" CPEP
t
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3
I
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I 771
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" °s I i(2,530 SF —FOUNDATION ` I !
2 ASPHALT � .,� ��, °;o, � � �� a � ) _ I�
I' I I, ,(3,324 SF ROOF R0 F 1
BERM ,�: c 4 a f ) i
ji I IOVE RHANG !
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CONNECT TO I
EXISTING STUB "
PROVIDED NTH
SHORT PLAT
IE=f85.8 I ? ,
f /
't s .
100.31 100.53
>S>
100.92
100 85 ''
REVISION CLOUD NOTE
THE REVISION CLOUD SHOWN ON THIS SHEET DENOTES THE AREA OF THE
SITE PROPOSED TO BE REGRADED EAST OF THE PROPOSED SFR. THE NEW
GRADES REQUIRE ADJUSTMENTS TO THE ELEVATIONS AND LOCATION OF THE
50—FOOT LEVEL SPREADER APPROVED AS PART OF THE SHORT PLAT ALONG
WITH A SHORT LANDSCAPE BLOCK WALL ALONG THE SOUTHEAST SIDE OF THE
GRADING TO AID IN TRANSITIONING FROM THE GRADED AREA TO EXISTING
GROUND. ALL CHANGES TO THE DRAINAGE AND CONTOURS PROPOSED AS
PART OF THIS REVISION ARE INCLUDED IN THE CLOUDED AREA.
102.30
4= v( I GI_.I
0
z
0
CL
W
0
W
ADDITIONA EASEMry
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06
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_
j'` t
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EXISTING
i CONDOMINIUM
CB #6, TYPE I LL
RIM = 99.3 THREE S Y
�..102.00 I = 95.2 15 UNITS w3 LL. V
_ z
— z ' 102.26
0' LAN SCAPE BLOCK
97 WAL 3' MAX HT APPROX. LOC. OF EXISTING
POWER, TELE, CABLE
,
e� {
ADDITIONAL IMPERVIOUS
SURFACE MITIGATION AREAp I
T_ N 00
( __WER
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> N 00 0)
50' LEVEL SPREADER = m. ..
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T P 00 W/ GRADE BOARD, �. Q rn LO
N
T =9 .0 SEE DET., SHT. 7 ,^ 0 E 4 D.I. EX. 2 WATER O 3:0c Ci
O.F.=97.0 1f SIRE LINE SERVICE FOR N c'4
EX. BLDG ° W W
i T ESM'T F___ ~• 4-
%AFN: 202108315004 f - o
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8 SL PE FOR S OR FILLS EASEMEttT 3 _... ____ a 4
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PROPOSED ADDITIONAL _`
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t w I E SEMENT TO x,,___ _.._ _ ..._i� - _
C01R NEW 15 J _ _ _ _. f s _; �k z,
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VEGETATED. FLOW PATH o r,
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,
DOWNSPOJT , C LL TI ON !
CONNECTION I
LI EI !
F I -50' VEG. FLOW PATH I`
>f (SEE SECTION SHT.)
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TOP
98. 0 I=
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pq - 2`1' 10' LEVEL DOWNB r � `° �I TOE 95.0
...w
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DE 110
SEE DET.;, SHT 7RI
` 0 0 F. ELEV=91.E DRAIN
50 9 ASEMENT AFN:
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,"
*NOTE:
EASEMENT SHALL BE RECORDED PRIOR TO FINAL CERTIFICATE OF
OCCUPANCY FOR THE SFR.
SOIL AMENDMENT NOTES
AMENDMENT WORK SHALL ONLY BEGIN ONCE THOSE AREAS TO BE AMENDED
HAVE REACHED FINAL GRADE AND WILL CLEARLY NOT BE IMPACTED BY ANY
OTHER SITE WORK.
REFER TO STND DET. 642, SHT 3.
AMENDED SOILS ARE NOT REQUIRED ON SLOPES EXCEEDING 33%. SUCH
SLOPES SHALL BE STABILIZED PER DIRECTION OF ENGINEER OF RECORD.
GRADING QUANTITIES:
CUT = 130 C.Y.
FILL = 130 C.Y.
GRADING QUANTITIES ESTIMATED
BASED ON CURRENT SITE
INFORMATION & ASSUMED
EXCAVATIONS NECESSARY FOR
PROPOSED IMPROVEMENTS.
**NOTE:
STORM TO BE INSTALLED WITH SHORT PLAT (PLN2019-0036).
PROPOSED SFR SURFACE AREA CALCS
PROPOSED SFR W/ OVERHANGS 3,324 SF
PROPOSED ONSITE PERMEABLE DRIVEWAYS/WALKS: + 1,038 SF
PROPOSED ASPHALT (NON —PERMEABLE ROW) 604 SF
TOTAL PROP.: = 4.966 SF
TOTAL HARD SURFACE AREA AFTER FINAL CONSTRUCTION: 4,966 SF (SP LOT 2)
VEGETATE WITH LAWN/GRASS
TYPICAL SWALE SECTION
N.T.S.
LANDSCAPING
9" AMENDED SOILS
10% ORGANIC CONTENT MIN.
APPROVED BY PLANNING
21
Oct 05 2022
BLD2022-0279
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2
REVISION
0
N Sep 14 2022
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
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HORIZONTAL SCALE days before you dig.
PROJ. NO, OSN. BY:
APPROVED FOR CONSTRUCTION 19-0117-S JMS
CITY OF EDMONDS DATE: 2i2i22
ENGINEERING DIVISION SCALE:
DATE: ,a APPROVED AS NOTED 1" = 20'
B Y:
jd] VYfMGt/ ",tjt 09/29/2022 DRAWING NO.
CITY ENGINEERING DIVISION OF 4
ORIGINAL SUBDIVISION FILE #: PLN2019-0036