APPROVED PLN ENG BLD2020-1193+Site_Plan+3.17.2021_10.04.32_AM+2096924Written dimensions on this drawing shall have precedence over
scaled dlmenslons. Gontoctor shall verify all dimensions,
conditions, etc., pertaining to the work before proceeding.
The Owner must be notified of any varlatlons from the
dimensions and/or conditions shown on these drawings. Any
such varlotlon shall be resolved by the Owner prior to
oceeding wlth the work, or the Contractor shall accept
,I'll responsibility for the cost to rectify same.
7 REBAR/CAP
& 0.1'W
�oP COR
_ONNER:
DINO AND NIKKI GHRISTOFHILIS
6521 I55TH PLAGE 5YN
EDMONDS, PNA G8026
SGOFE OF NOR<:
DEMOLITION OF EXISTING HOME AND G/4Rr4GE
GONSTRUGTI ON OF NEW SINGLE FAMILY
RES I DENGE N I TH ATTACHED G/4Rr4GE
FROJEGT /4DDRE55:
115 EDMONDS STREET
TAX F/4RGEL NUMBER:_
27052500101700
LEG7AL DESCRIPTION:
(PER STATUTORY WARRANTY DEED REC❑RDING# 9404210016)
ALL THAT PORTI❑N OF GOVERNMENT LOTS 1 AND 2, SECTI❑N 23,
TOWNSHIP 27 NORTH, RANGE 3 EAST, WX, DESCRIBED AS
FOLLOWS: C❑MMENCING ❑N THE NORTH LINE ❑F EDM❑NDS STREET
IN EDM❑NDS, WHERE THE EAST LINE OF SAID ALLEY RUNNING
THROUGH BLOCK 11, IN A NORTHERLY AND SOUTHERLY DIRECTI❑N
IN PLAT OF EDM❑NDS, PRODUCED NORTH, CROSSES THE SAID
NORTH LINE ❑F EDM❑NDS STREET; THENCE IN A NORTHEASTERLY
DIRECTI❑N AND AT RIGHT ANGLES TO SAID EDM❑NDS STREET 120
FEET; THENCE IN A SOUTHEASTERLY DIRECTI❑N AND PARALLEL
TO SAID NORTH LINE OF EDMONDS STREET 60 FEET; THENCE IN
A SOUTHWESTERLY DIRECTI❑N ON A LINE AT RIGHT ANGLES TO
SAID NORTH LINE ❑F EDM❑NDS STREET; THENCE IN A
NORTHWESTERLY DIRECTI❑N ALONG THE NORTH LINE OF SAID
EDM❑NDS STREET 60 FEET TO PLACE OF BEGINNING,
SITUATED IN THE COUNTY OF SN❑H❑MISH, STATE OF
WASHINGT❑N,
_LOT SI ZE:_
7401 SOUARE FEET
G I T1' OF EDMOND ZONING :_
RS-6 ZONING
ZO' STREET SETeAC,<
5' S 1 DE SETBr4GK MIN.
15' REAR Yr4RD SETBAC,<
25' MAX HE I C�HT
559 BU I LD I NC-7 GO\/ERAC-7E
PER 21.05.025, THE ALLEY 15 CONS 1 DERED A
STREET BUT DOES NOT HAVE A STREET 5ETB/4G<
MIN. 5ETB/4G< OF 5' REOU I RED
A\/I =—RAC�E ORIGINAL GRAZ;)E :
A =
48.5
B =
4G
G=
4-7.7
D=
48.4
TOTAL = I Gf 5.4/4
A\/ERAGE ORI G 1 NAL GRAZ;)E = 48.55
MAXIMUM BUILDING HE I GHT= 75.55
/4GTUAL BUILDING HEIGHT= 75.01
BU I LD I NC:;, GO\/ERAGE :_
MAX 55%' OF LOT
74,51 (559 ) = MAXIMUM 2618.55
ACTUAL BU I LD I NCB
FEET (54.-7%)
I MPER\/ I OUS GO\/ER/4GE
5OUARE FEET
25G5.6 SQUARE
SEE G I \/ I L ENC-71 NEER'S DRA I NAC-7E AND
UTILITY PLANS
012 5
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permit:
revisions:
drawn by
cher�ced
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I
SEE C52ENERAL NOTES SC -,ALE: I '' = 1 O'
Written dimensions on this drawing shall have precedence over
scaled dlmenslons. Gontoctor shall verify all dimensions,
conditions, etc., pertaining to the work before proceeding.
The Owner must be notified of any varlatlons from the
dimensions and/or conditions shown on these drawings. Any
such varlotlon shall be resolved by the Owner prior to
oceeding wlth the work, or the Contractor shall accept
,I'll responsibility for the cost to rectify same.
PUD TRANSFORMER BOX
(ABOVE GROUND)
POWER TO NEIGHBORS
ACROSS ALLEYWAY
SEWER CLEANOUT AT PROPERTY LINE
STEEL CAP CAST IN CONCRETE DRIVE WAY
DIRVEWAY SLOPES BACK TOWARD TWO
12X12" DRAINS INSTALLED & OFF GARAGE
FACE AND 14' APART
UNDERGROUND POWER INSTALLED BY SNOHOMISH COUNTY PUD
Ce7_wele]01bill II
PUD VAULT IN SIDEWALK
POWER UNDER GROUND
FROM THE POLE IN ALLEY
TO THE SOUTH OF EDMONDS ST
\D
STORM WATER DRYWELL
AND CLEAN OUT PER PLAN
REBAR/CAP
0.5'S & 0.1'W
0F PROP COf?
DRAIN DRYWELL
a1V APPROXIMATELY
CORNER
WATER LINE LOCAED OUTSIDE
RETAINING WALL ALONG SOUTH EAST
SETBACK TO THE NORTHEAST CORNER OF HOUSE
YARD DRAIN RELOCATED ALONG WITH
ENTRY ROOF DOWNSPOUT
WATER METER
_ONNER:
D I NO AND N I KK I C HR 15TOFH I L 15
6521 155TH PLACE 5YN
EDMOND5, PNA G8026
SCOPE OF NOR<:
DEMOLITION OF EXISTING HOME AND G/4Rr4GE
GONSTRUGTI ON OF NEW SINGLE FAMILY
RES I OENGE N I TH ATTACHED G/4Rr4GE
PROJECT /4DDRE55:
115 EDMOND5 STREET
TAX PARCEL NUMBER:_
27052500101700
LEC�/4L DESCRIPTION:
(PER STATUTORY WARRANTY DEED REC❑RDING# 9404210016)
ALL THAT PORTI❑N OF GOVERNMENT LOTS 1 AND 2, SECTI❑N 23,
TOWNSHIP 27 NORTH, RANGE 3 EAST, WX, DESCRIBED AS
FOLLOWS: C❑MMENCING ❑N THE NORTH LINE ❑F EDMONDS STREET
IN EDMONDS, WHERE THE EAST LINE OF SAID ALLEY RUNNING
THROUGH BLOCK 11, IN A NORTHERLY AND SOUTHERLY DIRECTI❑N
IN PLAT OF EDMONDS, PRODUCED NORTH, CROSSES THE SAID
NORTH LINE ❑F EDMONDS STREET; THENCE IN A NORTHEASTERLY
DIRECTI❑N AND AT RIGHT ANGLES TO SAID EDMONDS STREET 120
FEET; THENCE IN A SOUTHEASTERLY DIRECTI❑N AND PARALLEL
TO SAID NORTH LINE OF EDMONDS STREET 60 FEET; THENCE IN
A SOUTHWESTERLY DIRECTI❑N ON A LINE AT RIGHT ANGLES TO
SAID NORTH LINE ❑F EDMONDS STREET; THENCE IN A
NORTHWESTERLY DIRECTI❑N ALONG THE NORTH LINE OF SAID
EDMONDS STREET 60 FEET TO PLACE OF BEGINNING,
SITUATED IN THE COUNTY OF SN❑H❑MISH, STATE OF
WASHINGT❑N,
_LOT 51 ZE :_
7401 SOUARE FEET
C I T1' OF EOMOND ZONING :_
RS-6 ZONING
ZO' STREET SETeAC,<
5' 51 DE SETBAC,< MIN.
15' REAR Yr4RD SETBACK
25' MAX HE I C�HT
559 BU I LD I NC-7 CO\/ERAC-7E
PER 21.05.025, THE ALLEY IS CON51 DERED A
STREET BUT D0E5 NOT HAVE A STREET 5ETBAC-,<
MIN. 5ETeAC-,< OF 5' RE0U I RED
A\/I =-RAC�E ORIGINAL GRAZ;)E :
A = 48.5
B = 4G
C= 4-7.7
D= 48.4
TOTAL = I Gf 5.4/4
A\/ERAGE ORI G 1 NAL GRADE = 48.55
MAXIMUM BUILDING HE I C�HT= 75.55
ACTUAL BUILDING HEIGHT= 75.01
BU I LD I NC:;, CO\/ERAGE :
MAX 55%' OF LOT
74,51 (559 ) = MAXIMUM 2618.55 5OUARE FEET
ACTUAL BU 1 LD I NCB CO\/ERAC�E = 25G5.6 SG2UARE
FEET (54.-7%)
I MPER\/ I OUS CO\/ER/4GE
SEE C I \/ I L ENC-71 NEER'5 DRA I NAC-7E AND
UTILITY PLAN5
012 5
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10 15 ZO
f=L.AN
30 40 50
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SEE C52ENERAL NOTES SC -,ALE: I " = 10'
WRITTEN DIMEN51ON5 ON TH15 DRAKN& 5HALL HAVE PREGEDENGE OVER 5GALED DIMEN51ON5,
GONTRAGTOR SHALL VERIFY ALL DIMENSIONS, GONDITION5, ETG_ PERTAINING TO THE NOR<
BEFORE PROGEEDINC. THE OWNER MUST BE NOTIFIED OF ANY VARIATIONS FROM THE
DIMEN51ON5 ANWOR GONDITION5 5HONN ON THESE 17RA}NIN05. ANY 5UGH VARIATION SHALL BE
RESOLVED BY THE ONNER PRIOR TO PROGEEDING AITH THE AC)RK, OR THE GONTRAGTOR SHALL
AGGEPT FULL RE5PON5IBILI7Y FOR THE G05T TO REGTIFY SAME.
LF
MAIN FLOOR P.L.
Ix4 GORNER BOARD
FIN. FLR. MAIN 12" INGH HARDIE
LAN' SIDING WHERE
5HOAN ON EAST
LOWAND
ER FLOOR P.L.
AND NORTH ELEV,4TION5
o a a
° a (S.G)
a
a
a °
a a.
a
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SEE CvENER,AL NOTES SG.ALE. 1/4" = I' -all
L�
MAIN FLOOR P.L.— — —
113EREE
%/
o Li 3x3x.25 H6S COLUMNS
(S.G) (S.CG)
WELDED STEEL GAURD RAIL
FIN. FLR. MAIN — — — — — — — — — — — — — — — — LOWER. FLOOR P.L. — — — — — — — — — — — — — — — — — —
o CONCRETE PAD AT YARD LEVEL
ty
a
FIN. FLR. LOWER a ° a
NORTH EL.EVAT 1 ON
SEE CGENEP AL NOTES 5G.ALE: 1/4" = 1'-0"
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WRITTEN DIMEN51ON5 ON TH15 DRAKN& 5HALL HAVE PREGEDENGE OVER 5GALED DIMEN51ON5,
GONTRAGTOR SHALL VERIFY ALL DIMENSIONS, GONDITION5, ETG_ PERTAINING TO THE NOR<
BEFORE PROGEEDINC. THE ONNER MUST BE NOTIFIED OF ANY VARIATIONS FROM THE
DIMEN51ON5 ANWOR GONDITION5 5HONN ON THESE 17RA}NIN05. ANY 5UGH VARIATION SHALL BE
RESOLVED BY THE ONNER PRIOR TO PROGEEDING AITH THE AC)RK, OR THE GONTRAGTOR SHALL
AGGEPT FULL RE5PON5IBILI7Y FOR THE GO5T TO REGTIFY SAME.
LF
I
MAIN FLOOR P.L.
FIN. PLR. MAIN
7YVER
EAST r=L r=\/A71 ON
SEE CvENER,4L NOTES
Sr.ALE. 1/4" = I' -all
ff
C-CHANNE�
WITH PREC
MOUNTED T
TO THE FRP
a
4 4
BX.25 RECTANGLE TUBE
x
FRAME STIFFENER
W/ 2" ANGLE IRON WELDED
FOR TREAD CONNECTIONS
Ile
10"
PR -
O R I H E L E Y A 11 ON BOTTOM THE
CONCRETOEFPAD MINIMUM 4 STRINGERS BOLTED TO
I�
SEE CGENEP AL NOTES
5C, ALE: 1/4" = 1'-0"
FRAME AT LANDING
SST CONCRETE TREADS
D ANGLE IRON WELDED
ME
Ix4 GORNER BOARD
HARD I E
NO WHERE
>N EAST
ZTH ELEVATIONS
2512
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WRITTEN DIMEN51ON5 ON TH15 DRAKN& 5HALL HAVE PREGEDENGE OVER 5GALED DIMEN51ON5,
GONTRAGTOR SHALL VERIFY ALL DIMENSIONS, GONDITION5, ETC_ PERTAINING TO THE NOR<
BEFORE PROGEEDINC. THE ONNER MUST BE NOTIFIED OF ANY VARIATIONS FROM THE
DIMEN51ON5 ANWOR GONDITION5 5HONN ON THESE 17RA}NIN05. ANY 5UGH VARIATION SHALL BE
RESOLVED BY THE ONNER PRIOR TO PROGEEDING AITH THE AC)RK, OR THE GONTRAGTOR SHALL
AGGEPT FULL RE5PON5IBILI7Y FOR THE GO5T TO REGTIFY SAME.
FF L.LAOTNIC OAAICI FF
4" EXP05Ui
GLEAR GEE
51DIN6 N f
SHOWN
30"TALL
EXF05ED
CONCRETE
WALL
NOTES:
I. ALL WOOD EXPOSED TO WEATHER
SHALL DE FRESSURE TREATED, f-AINTED OR
GE17.4R.
2. GAUL< AND SEAL ALL WINDOW/DOOR
AND EXTERIOR ENVELOFE
PENETRATIONS.
5. C�LAZ I NCB E'ER STATE ENERC�'r' GORE.
4. f'ROTEGT I ON FROM DEGA-' 15 REOIJ I RED FOR ALL
WOOD 51 D I NO AND WALL FR.AMI NCB LESS THAN
2" ABOVE CONCRETE STEPS, FORGH SLABS,
PATIO 5LAE35, AND SIMILAR HORIZONTAL SURFAGE5
EXPOSED TO THE WEATHER
5. REFER TO ALL ELEVATIONS FOR
TYF I GAL NOTES.
6. S.G. = SAFETY CLASS
FLASH I NC, NOTE
APP�zOV D GORROS O �l—rzES 5T/�NT FLASH I NCB
SHALL E3E APPL FD 5H I Ncl LF FASHION IN 5UGH A
MANNE�z TO PREVENT FNTizz` OF 1�ATFiz INTO THE
WALL GAVI T'I' OR F�ENETRATI ON OF WATER INTO
THE E31UI LD I NCB STizUGTUizAL F1zAM I NC7 GOMPONENT5
THE FLASHING, 5HALL EXTEND TO THE SURFACE OF
THE EXTEiz I Oiz WALL F I N I E1 H. APP ZOVFD GOizRO5I O 1
izL515TANT FLASH I NG:, 5HALL 1_3L I NE1 TALLEID AT THE FOLLO/\I I NCB LOGAT I ONE ;
I. FXTFR OR W I NDO^ AND DOOR OPFN I N05. FLA5H I NCB AT FXTFR I OR W I NDO^
AND DOOR OPFN I N05 SHALL EXTEND TO THE SUREAGE Oi= THE EXTERIOR
WALL FINISH OR TO THE WATER RE515T1 VE 51JB5EOL)ENT
DizA I NAc�F
2. AT THE I NTFR5FGT1 ON OF GH I MNFY5 OR OTHER f
GON5TRUGTION WITH FRA F OR 5TU000 WALLS
E3. UNDER ^ND AT THE ENDS OF i"^SONRY, WOOD, OF -
METAL GOP I N05 AND 511 LS
4. GONT NUOUSLI' ABO\/E ALL FROJEGTI NCa WOOD T�
5. WHERE EXTE�zIOiz PORCHES, DFGKS, Oiz STAIlzS A"
TO A WALL Of-_' FLOOiz A55FMi_3LY OF WOOD FRAME
C_C)N5TizUGTI C)N
6. AT WALL AND ROOF NTER5EGTI ON5
-7. AT EAU I LT IN GUTTERS
Vp#v V I T-r "mJlw�"m V T—% I I V 1`44
SEE GENERAL NOTES
SCALE: 1/4" = I'—O"
^17=S7 17=Il.17=\/AT 1 ON
SEE GENERAL NOTES
SCALE. 1/4" = I' -a"
I" IV I U/-XL 1" 1/t I EKI/tLO
"5LIMBRIGK" GOAL
GREEK GOLOR
INSTALL PER ME6.
5PEGIEIGATION5
SQUAiZE FC)=AOES
FAIN
2I55
TOTAL
52-75
Cl0\/E�
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permit:
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e� i--F E:: FEE T
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Of
A a
D ETA I L A
Dimensions in
Inches and Degrees
Tolerances:
Decimals:.x = +/- .050"
.xx = +/- .050"
.xxx = +/- .050"
Angular: X° = +/- .50°
SCALE 2 : 25
NE,v,,,LJS FA�
Drawing Title:
street rail and box
Scale 1:50 I Date 2/10/2021 1
REV
eet: 1
Inches and Degrees
Tolerances:
Decimals:.x = +/- .050"
.xx = +/- .050"
NEXLJS FA�
Drawing Title:
left side stair rail and box assembly
.xxx = +/- .050"
Angular: X° = +/- .50°
eet: 1
Scale 1:50 1 Date 2/ 10/2021 REV