GAR SITE PLAN6PA_(34&ES_ 6V�
SITE
PLAN
_,
HEIGHT CALCULATIONS
1 Qf2
MAIN HOUSE
SCALE:1"=20.00'
A 398.50
B 397.75
N
C 398.25
0' 10, 20' 30'
40' 50' 60,
D 398.50
SITE ADDRESS
AVERAGE HEIGHT = 398.25'
22027 96TH AVENUE WEST
ALLOWABLE HEIGHT = 423.25'
TOP OF RIDGE = 423.00'
EDMONDS, WA 98020
MAINITAIN PTAT INSTALLED ENO" CONM
MAIN FLOOR = 400.00'
OWNER
ESPONSIBLE FOR
D.P. AT SURVEYOR'S BENCHMARK AS
GROSET CONSTRUCTOWN6RIC
C/O OLA GROSET C!�O QION CONTROL AND DRAINAGE
NOTED. SET AT d00.00'
8506 BOWDOIN WAY
EDMONDS, WA 98020
"ER/CONTRACTOR RESPONSIBLE
(425) 778-2348
LOCATING ALL ON-SM VMS -
FOR
ASSESSOR'S PARCEL NO. RELOCATIOWREVISION TO ANY UT00
00544200102800
MAY REQWE SEPARATE PEFUT
HEIGHT CALCULATIONS
DETACHED GARAGE
A 398.50
B 398.00
C 397.75
D 398.25
AVERAGE HEIGHT = 398.13'
ALLOWABLE HEIGHT = 413.13'
TOP OF RIDGE = 412.844'
MAIN FLOOR = 399.0'
D.P. AT SURVEYOR'S BENCHMARK AS
NOTED. SET AT 400.00'
COVERED PATIO
UNDER 2ND FLOOR
POST AT CORNER
OF COVERED PATIO-----
"ot2e !G S— O
COmer�/ Fla �l
S��!cs R aired A g—.1.._
Sides -- /V `
- �' w =4 5'
Other .
-'� �
• .. t 'r •
•
87.291
16" ROOF OVERHANG
(12" AT GABLE ENDS)
LOT SIZE
— — — FIREPLACE — — —
— — B
_ �
8036 SQ. FT. ALI, I:� • C'7� 7D
SYF)H%01 _ i m',
EDGE OF PATIO 7.50'
7
BUILDING FOOTPRINT e, Cf, t�-7 ��
,�� ��,, •
. �I" , �.
_ I
GARAGE
7.6T . 72.00 !
NEW HOUSE 1939
ENTRY PORCH 37
RESIDENCE � PORTION'DF
I N DECK OVER
H
2ND FLOOR DECK 12.7 (area over garage not counted) LU
GARAGE I
I
DETACHED GARAGE 781
3
EWER
� •' ' ' ' •' • •' • •' • ' • ' • r-. I
IE 401:6
DETACHD GARAGE PORCH 14
W
.
D ''.' ; ', E' RY' —
TOTAL AREA: 2783.7 SQ. FT.
Z
ROOF DRAIN LINE _ DOTING I�ND FLO C
o
LOT COVERAGE: 34.64 /o
W
� RtWMLL . • p. .. ; I
>
infiltration per plat
p p
i z •
o• ' COIV,GR
IMPERVIOUS AREA
Q
civil plans
5- 141 �•, ,•, PI . , j �' bRIVEWAY i Go
ffTTTTrrrrTrrrTTTrrrrTrrrrrrrrrrI
I
S
"'
SEE SHEET 1 OF CIVIL PLANS FOR DETAILS.
� j
/ BIO-RETENTION yti : ' B[� 0i ; `
TOTAL ROOF AREA = 3199 S.F.
I (ESMT)
A11
\
%10 PER CIVIL PLAN • . • . — — — `=B
TOTAL ASPHALT/CONCRETE = 2600
I _0
. .
�; i �' r "� ` . 8.24'
I
/ �% ♦ i Re
TOTAL AREA = 5799 S.F. ROUTED TO BIORETENTION
83 2' M ' o SMOPIOFFICE'
PER CIVIL PLANS.
N GARAGE.
SILT FENCE
1 •' 3s:oo' 8.50'
DRAINAGE
I
I E
. Et E `- -
PER PLAT CIVIL PLANS.
IV �VAY ' — — — — — — —C
NOTE!
1" W.M.
107.52
92 43' 16" ROOF OVERHANG
i5' INGRESS, EGRESS, & SEWER STUB
THIS SITE PLAN IS FOR ORIENTATION
ARMORED CONST,
12" AT GABLE ENDS
UTILITY EASEMENT PER CIVIL ( )
AND ZONING INFORMATION ONLY.
ENTRANCE-: 6" CRUSHED
WATER_1_�' POLY 6" C/0
CIVIL PLANS SUPERSEDE ANY
AND ALL DRAINAGE INFORMATION
ROCK MIN, 50' OR TO
FOUNDATION.
IE 393.16 NTCOPY
SEWER 4" SDR35 CI COVERT}!�"A.
PRESENTED IN THIS SITE PLAN.
VERTICAL BENCHMARK:
�"
SET MAG NAIL IN ASPHALT WALK
-y"M'_�rMy� -STORM 4" PVC
'��/O�- ��
F t l/�V C�l�jwv
PAVEMENT, W. SIDE 96TH AVE.
Ap).1llznnt �ht11i rptyt;l,yippl� �s r--.!::'- r; n• ENGINES ���
a p� 2 �N (� ��
�'�1�► R) ( acl
W., 1,5 WEST OF EAST EDGE OF.�r.
WALK, 12.0 SOUTH OF LINE OF
POWER POLE (PWR) AT
m ny,
;. Q
i ` ' '�rlts ir• (':� �i l A�' d� r . � w E S U S
r►•.;h[-:i%w/7V t,� r:i:;�:�::.rt.i,� !�: a'u�+? 1`.� �:i�a:i4:d `�
SOUTHEAST PROJECT CORNER
tlh'
2020
PRODUCED WEST. ELEV =
---••• - •.� . _....._, ..,,., ,. _ n.:.
400.00 (ASSUMED)
O ILDIING r=PAF(TME,%
SOLID CAST IRON LOCKING LID
SITE PLAN ,o„
TOP OF BIORETENTION
BOTTOM
v4�
ZONE 1 ZONE 1 ^�
N ZONE 1 r �
� � o
r3 �
Q 016
r� r�
BIO-RETENTION PLANTING PLAN
NOTE!
THIS SITE PLAN IS FOR ORIENTATION
AND ZONING INFORMATION ONLY.
CIVIL PLANS SUPERSEDE ANY
AND ALL DRAINAGE INFORMATION
PRESENTED IN THIS SITE PLAN.
810-RE7ENTI0N PLANTING ASSIGNMENT
SYMBOL
I COMMON/SCIENTIFIC NAME
SIZE
QUANTITY
SALIX PURPUNEA /
DWARF ARCTIC WINDOW
1 GALLON
12
ROSA PISOCARPA/
CLUSTER ROSE
1 GALLON
6
,,C�
SPIRAEA DOUGLASII /
STEEPLEBUSH
I GALLON
4
SPIRAEA BUMALDA
GOLDFLAME' /
1 GALLON
11
GOLDFLAME SPIRAEA
CORNUS SERICA
'KELSEYI' / KELSY
1 GALLON
g
DOGWOOD
NOTE: THE PLANTING PLAN MUST BE FOLLOWED AS SHOWN.
CONTRACTOR MUST SUBMIT A REVISED PLANTING PLAN FOR
APPROVAL FOR ANY PLANTING REVISIONS.
COBBLES/", jc'
4" THICK CONC INLET DETAIL
SPLASH APRON V 0ERF
� OVERFLOW
STANDPIPE WITH
GRATED CAP
COBBLES
EFFECTI VE DEPTH =3.25' \1
OVERFLOW J
IE= 396.52
12'xl2'x4* THICK
(MIN) WASHED DRAIN
ROCK OR STREAMBED
COBBLES, SEE NOTE
BELOW
6" FREEBOARD. •W.S i98
2' MIN COVER
BENEATH BTM OFPVC
PVMT
F0077NO
NECTION (TIP.)
ISER�12" DIA
W
ERFORATED HOLES
MFERENCE WITH
IC MIRAFI 140N OR EQUIVALENT
FOOTING DRAIN DRYWELL DETAIL
N. T. S.
"IN T" SLOPE o a
FROM FRAME m
SLOPE ODOOO
SLOPE
DDoa
9"
t--
PSQNP��( wa
0
CB GRATED LID SUMP DETAIL 4
NOT TO SCALE -
1'IYIN COVER
.y EXTEND PIPE 2" MIN
BEYOND BIORETENTION
1 1i� SIDE SLOPE
507E LAYER 7: J"
COARSE COMPOST
SOIL LAYER 2: 1.5'
BIORETENTION SOIL MIX
NOTES: �1\\il�illil\«L�1�1 ��-Li � ,_LAYER 3: GRAVEL 6" DEEP
1. WASHED DRAIN ROCK SHALL CONFORM TO WSDOT SPEC, 9-03.12(5) GRAVEL BACKFILL FOR
DRYWELLS. STREAMBED COBBLES SHALL BE 4" COBBLES PER WSDOT SPEC. 9-0311(2)
2 COMPACT BIORE7ENRON SOIL MEDIA USING NON -MECHANICAL METHODS (E.G., BOOT BIORETENTION DETAIL
PACKING, HAND TAMPING) TO 88 PERCENT (+/- 2Z) OF THE MAXIMUM DRY DENSITY PER NTS —
MODIFIED PROCTOR TEST (ASTM D1557)
0.1'
NOTE:
CORE -DRILL HOLES
FOR YARD BASINS
WITH MULTIPLE
CONNECTIONS
FLOW
IE= 395.8
GROUT PIPE T%Wfttg�TA-T
FLOW
12" RCP OR N-12 PIPE 6" PVC Pw
6" MIN. WASHED ROCK
PLASTIC GRATE OR CAST IRON GRATE
42" MAX
YARD BASIN W/ OVERFLOW RISER
N. T. S.
~2'�
•' NR>>vF'
• 8AC)cfTG4 ,
6'0 PERF PVC
HOLES DOWN
ADE EL=398.7
i +/--3'
\TOP EL=395.79
W
1"-3"0 Wo
WASHED ROCK
APPROVED EQUAL.
INFILTRATION TRENCH DETAIL 6
N. T. S. -
F**40)
> lEN4kW> , SLOPE♦♦ C 6 COBBLES > , 6-+40),
STREAMBED COBBLE INLETrl
NTS
BOIES
1. INLET WIDTH SHALL BE 18"
t
2 STREAMBED COBBLES SHALL BE 6' COBBLES
PER W5DOT SPEC 9-OJ.11(4 COME PAD TO
BE 8' THCK. WSOTH TO BE 6' WIDER THAN
(p
SLASN APRON (2-4- WNW THEN TAPER 10 12"
i1
WIDE AT SLOPE BOTTOM.
EX. CB
RIM 398.35
IE(12 S) 39 69
IE(12' N) 395 I 59
I
I
EX. CB SEE DETAIL S-2
RIM 398.97 IE=390.32
IE(12 S) 396.55
IE(12°N) 396.72 I /
o a
i
U
a
cN
ti
398 0
In
a
3 ' ROW
IE(12"N) 394.86
L T POLE
W U/c
3.) THE SERVICE LINE WHICH CONNECTED TO THE GAS METER ON THE SOUTH
FACE OF THE SITE GARAGE, NOW MOOIRED AND MOVED TO THE LOCATION
AS SHOWN HEREON, IS ABANDONED. THE LOCATION OF THE ABANDONED
SERVICE LINE IS UNKNOWN AND MAY FALL WITHIN THE SOUTH 20 FEET OF
THE SITE.
4.) THE LOCATION OF THE SIDE SEWER LINE IS PER OLYMPIC VIEW WATER
DISTRICT SIDE SEWER INSTALLATION CARD, ACCTJ 2776, DTD, 5/13/68.
OWNER: CHACE
TAX PARCEL 00544200100101
WD FENCE S
CH FENCE /— \
47 64' V
LOT�,P?001'
ORO54 SF
�I =8,084 SF
\\ l� G,
v
CONTRACTOR TO LOCATE f
a
AND CONNECT TO GAS MAI
4
I
/
I
CLUSTER
MAILBOX
ERTICAL 8ENC1IMARK:-
>ET MAG NAIL IN ASPHALT MIA.LK
DAVEMENT, W. SIDE 95Ph) AVE.
! ,
Iv
1.5 WEST OF EAST EDGE OF
IA
VALK, 12, 0 SOUTH OF ONE OF I
y
o
'OViER POI E (PW:R) AT I / h�
I
v
�OUT.HEAST PROJECT CORNIER r �
q
I C3
PRODUCED WEST, ELEV = l I
/ -
c"
t 00. i'0 ( ASSUMED)
i
w
o_
cn
I
ID
PROJECT DATUM:
I
I N
VERTICAL DATUM - ASSUMED
I
cnp enmmnwi I-InRImmui rnermnl
ISEE DETAIL S-3
RIM=39&87
IE=390.60
IctSMI� 2/
i L T POLE
W U/G
EX, SS MH
RIM 399.27
4.
/ I
—�>
1 ST16Y000 SIDING
8. CLEAR, GRUB & ROUGH GRADE SITE. RtVtGLIAlt U1S1IJKL(u AKLAa lVUl avndcl,l lU AUU111UNAL OUnrmur-
DISTURBANCE IMMEDIATELY AFTER ROUGH GRADING. (OTHER EXPOSED AREAS SHALL BE STABILIZED PER EROSION
CONTROL NOTES BELOW)
9. INSTALL U71LI71ES AND OTHER SITE IMPROVEMENTS, INCLUDING FRONTAGE IMPROVEMENTS.
13. STABILIZE AND COMPOST AMEND ALL EXPOSED SOILS PRIOR TO REVEGETA71ON OF ENTIRE SITE
14. ESTABLISH LANDSCAPING AND PERMANENT VEGETATION. ALL TEMPORARY EROSION CONTROL MEASURES SHALL BE
REMOVED UPON FINAL SITE STABILIZATION AND APPROVAL BY CITY INSPECTOR.
I�
k
Q)zI COVE.
OWNER: ECKERT I k.
k.
TAX PARCEL 00544200100201 N ° PROTECT G
AFTER PER
FROM THE
_ FIN! FLI\ 399.7
OUT I I \, 20.1 I
,l I I-----J �i-
4' I WD DECK
_GONG / / 514 I� • . ,
4. 4 I w O 4 .1
EX. GARAGE / 15.0 !a
I i
MADp 0EAF — / RIM=398. ,I
83.22 IE=392.77 ,
7 164 LF 6" PVC SIDE SEWfic SL=.0v00
E ms' 00_3 E
WD FENCE cl I f —
OWNER: TWEDT
TAX PARCEL 00544200102701
M rtrvl.c 872,9' 1 1 1 \
----------------
7.5' BSBL 1
�11
I ;
i2
VG COVERAGE
j
I
�
o
1, 975 SF
I
o
LOT B
I
8,036 SF
N
i PROPOSED HOUSE
I FF=400 m
4 I
ZE
c„ z
��
3� 72'
O
1
�
-
o
`j
-k-
BETWEEN DRY
"' v'
UTILITIES AND SEWER,
N
WATER, AND STORM
II
I
W
'I
19,
FF=400
BUILDING
I
l/
COVERAGE AREA:
795 SF
J
f
38'=Z5' BS8L
i` J
-�
-
R E S U B
DEC 17 2019 "RE'
HUII.DING DFPARTMENT
C! i-'r OF EDMONDS
to GAS-
cn