APPROVED PLN ENG RESUB1 BLD2023-0043+Site_Plan+2.13.2023_2.59.43_PM+3367097E
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Icv LLL \� , '� (�� ' ` r N N PROPOSED 306 SF
LLLLL q-q ADDITION (PHASE 2)
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GL-1 & IS SHOWN
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CROSSHATCHED. WILL
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PROPER T COgNER I
PARTIAL SITE PLHiv NOTE:
1. PROPOSED FINISH GRADES SHOWN AS SOLID, EXIST GRADES
WHERE DIFFERENT FROM PROPOSED GRADES ARE SHOWN DASHED
2. HOUSE GRIDLINE INTERSECTIONS ARE LOCATED RELATIVE TO
PROPERTY CORNERS WHERE THE LETTER PRIOR TO THE DIMENSION
INDICATES THE DIRECTION; IE. W=TRUE WEST...) THE REMAINING
DIMENSIONS SHALL BE OBTAINED FROM SHT SA2.1
PARTIAL SITE PLAN �FRONT)RFACE OFMROCKERYALLOUTS ARE TO TOP OF EXTERIOR
SCALE: 1 "=10'
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tY
LLJ
In
In
PROPOSED FINISH GRADE/
FLOOR SHOWN SOLID THIS
REGION
BENCH EXIST GRADE T KEY INTO NEW STRUCT
FILL PER GEOTECH RE OR
FUTURE
PHASE I PHASE III
HOUSE
OUTLINE
FUTURE REINF. CONC.
RETAINING WALL
EXISTING GRADE SHOWN
DASHE THIS REGION
REINF. CONC. RETAINING '
WALL SEE SHT SA2.1
I'd EL 251'-6"
FG EL 250'-0_t__
SITE SECTION D—D
SCALE: 1 "=10'
NOTE: THIS SHEET IS A REPLICA OF SHEET C1.4
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SUBMITTED IN 1997 FOR PHASE 1 HOUSE PERMIT
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IT IS USED HERE TO PROVIDE THE HEIGHT CALL—
Q
ULATION FOR AND CLARIFY THE EXIENTS OF THE
ADDITION(PHASE 2) ON THE PARTIAL SITE PLAN
o
m
PER CITY OF EDMONDS REVIEW COMMENTS
0
a_
(LLJ
„
w
0
A ELEV = 249.7
B ELEV = 262.5
C ELEV = 254
D ELEV = 244.0
ORIGINAL GRADE SHOWN
TOTAL = 1010.2
DASHED THIS REGION
AVG EXIST GRADE = 1010.2/4= 252.6
PHASE
1 FINISH GRADE
MAX ADDITION HEIGHT = 252.6+25=277.6'
SHOWN
SOLID THIS
PROPOSED ADDITION
RF HT = 271.5<277.6
REGION
—
ENGINEERING DIVISION
Applicant shall repair/replace all
CAL Ivy l I L ,\ITT GRADE
TO
— — —
—
—
APPROVED AS NOTED
damage to utilities or frontage
ercityementstandar scauf-way
KEY INTO NEW STRUCT
FILL PER GEOTECH REPORT
11iI/I
Jai W ± �iri.tvL2 02/23/2023
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sthatity
per city standards that is caused or
occurs during the permitted project.
—
OWNER/CONTRACTOR IS RESPONSIBLE FOR — - — — - — - — — — — — --------
EROSION CONTROL AND DRAINAGE . — . — — . — . — — . — . — . — . . — . — — . —
OWNER/CONTRACTOR RESPONSIBLE FOR LOCATING
ALL ON SITE UTILITIES. RELOCATION/REVISION TO ANY
UTILITIES MAY REQUIRE A SEPERATE PERMIT. NOTE: SEE SHT C1.5 FOR ROCKERY ELEVATIONS
SEE SHT C1.7 FOR ROCKERY CONSTRUCTION
Zone RS-20 Corner
Flag
—
Setbacks:
Required
Actual
North
10735' ;
22'
10735'
77'
East
South
10735' ,
25'
10'/35'
12'
West
Per Hearing Examiner decision V-97-91 new
Height
ndriifinn
Landslide buffer
not included
— 18.9'
APPROVED BY PLANNING
Apr 13 2023
APPROVAL OF PHASE II ONLY
EL 290
EL 260
250
------
--
_-
_-
EL
240
-
--
--
-
-
AEL
230
NOTE: SEE SHT C1.5 FOR ROCKERY ELEVATIONS
SEE SHT C1.7 FOR ROCKERY CONSTRUCTION
Nothing in the permit approval process shall be
interpreted as allowing or permitting the maintenance
of any currently existing illegal, nonconforming or
unpermitted building, structure or site condition which
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W
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SI TE SECTION A— A
SCALE: 1 "=10'
Is outside the scope of the permit application, rega I ss W W
of whether such building, structure or condition is
shown on the site plan or drawing. Such building, J J J
structure or condition may be the subject of a separrat Y
enforcement action. Q HOUSE OUTLINE Q
LLJ m m
o w PHASE II MAX ALLOWED ADDITION HEIGHT = 277.6'
(r (n—.—.—.—.—.—.—.—.—.—.—.—.—.—.—.—.—.—.__.—.—.—.—.—.—.—.—.—.
W
W W
ORIGINAL GRADE SHOWN .................. — —
DASHED THIS REGION — —
REINF. CONC. RETAINING
WALL SEE SHT. SA2.1
EXISTING FINISH GRADE/
FLOOR SHOWN SOLID THIS
REGION
BENCH EXIST GRADE TO —
KEY INTO NEW STRUCT
FILL PER GEOTECH REPORT
NOTE: SEE SHT C1.5 FOR ROCKERY ELEVATIONS
SEE SHT C1.7 FOR ROCKERY CONSTRUCTION
BENCH EXIST GRADE TO —
KEY INTO NEW STRUCT
FILL PER GEOTECH REPOR
NOTE: SEE SHT C1.5 FOR ROCKERY ELEVATIONS
SEE SHT C1.7 FOR ROCKERY CONSTRUCTION
FG EL 250"k-0"
------------
rr ri nail r_ 1
SITE SECTION B—B
SCALE: 1 "=10'
i=YlcTINIr` r`RAnF- QWn\A/Nl
SITE SECTION C— C
SCALE: 1 "=10'
EL 290
EL 280
EL 270
EL 260
EL 250
EL 240
EL 230
EL 290
EL 270
EL 260
EL 250
EL 240
EL 230
EL 290
EL 280
EL 270
EL 260
EL 250
EL 240
EL 230
RESUB
Feb 14 2023
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
BLD2023-0043
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Sheet No:
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filename: 1627Ph2—S501.DWG