22407 96TH AVE W.PDFiiiiiiii iiiiii
15548
22407 96TH AVE W
PLANNING DATA
SINGLE FAMILY RESIDENTIAL -
Date:
?,/1
Site Address:
77- 2 G A we
Tax Parcel:
Project Description: �Je,,o r.,
7
PlanCheck#: SLDJO15,OSV,1
Reduced Site Plan Provided: (YES AD
Zoning:
Map Page:
7
Corner Lot: (YES �-Flag
Lot: NO)
Critical Areas Determination C-& .3
El *Study Required.:
waiver
SEPA Determination: Ex r-, p4:
Exempt'
Needed (for over 500 cubic yards of grading)
'0 Fee El . Checklist 11 APO List with notarized form
RequIred Setbacks
Side:.-
Side*.
(N)
ReaR
Actual Setbacks
Side:
Side, V
-4.45-/4-
El Detached Structures:
El Rockeries:
n Fences/Trellises: None- -Slnoan an
El Bay Windows/Projecting Modulation:
t-k-
Stairs/De 1-
Building HL-[ght
Datum Point: pole,
Datum Elevation:
0_ 9
93'�.m-O% aq st-i
_qg
Maximum HeigheAllowed: 25-/ qO
Actual Height: 2,q..5-35-/ q 0-4. 6, G
other
Parking Required:
Parking Provided: 2_ C-1%.r-
��2v-
Lot Area:
6 7 51sp.,94%
Maximum Lot Coverage: 35% Proposed:
IAOMSe� k &%ra,� 5.o�fti4= 2S x 35 A- 30x A-15' Co 3-,S� J#
Lot Coverage Calculations:
ADU Created: (YES
Subdivis . ion: pL_N in I -ZQQ:�l 0 -(Aet 'AO1<O5:Z-+-5-0QG)
Leg'a] Nonconforming Land Use Determination Issued: (YES 0
Comments
Side--vf +k*- e"i'clewe-
�D e-
Plan Review BY: Z��
Planning Data Form 07-14-09
HYD
6
EX. C. B.
RIM�390.26
INV(N)=387.41
INV(S)=387.50
INV(W)7=388.31
PROPOSED MAILBOX
C:)
(APPROX. LOCATION)
SEE SHEET C5 FOR DETAILS-L
7
Existing ROW
z
FIRII ADDRESS SIGN
Z
<
(APPROX. LOCATION)
SEE SHEET C5 FOR DETAILS
I
STA. 10+00.0 (ACCESS
N 1811.4173
E 1996.7220
EX. C.B.
RIM=389.42
INV(N)=387.87
INV(S)=38B.12
INV(E)=387.74
SAW CUT LINE (TYP.)J-
EX.
RIM=389.09
INV(S)=387.98
INV(NW)=387.92
8
ASPHALT BERMj_
(SEE DETAIL THIS SHEET)
9
APPROVED FOR CONSTRUCTION
CITY OF EDMONDS
DATE:
BY:
CITY ENGINEERING DIVISION
N
0
0 i�:
0 3:
WV , �oi
3: 1
LIJ
4-J
Q0
0-)
to
1'1�
�2
SEC. 25, T.27N, R.03E.
KING COUNTY, WA.
EX. SSMH
RIM=388.59
INV=377.19
b
to
b
V)
224th STREET S.W.
(BASIS OF BEARINGS)
'-6-0 �(pj
N 88'20'13" W-459.88' 460.
Ln
- - - - - - - - - - - - - - - - -
F- - - - - - - - - - - - - -
CA 00544300010800
co ROBERT STIVERS 00544300010801
LD
8'_ 00544300007902
- k3d C, MICHAEL J. BUDNICK TRUST 10 0* 1
JENNIFER B. EKLUND
0)
CO L C,
Existing ROW
ZONING RS-8
EX, 6' WOOD FENCE,
�,1AIL
/CXES 0.3- S, BOTH ENDS
/1 9. EG=382.5
N 88*22'40". W-200.94' (P) EX. 4' WOOD FENCE,
N 88*22'38" W-200,99' OVERHANG Property Li ON LINE, 12' W
36,00
_X
FNC. COR.
0 0.6' W
bclp lb .3' S
10 &--Y-�EUE 118.76'
LO Z14
2.13'
C14
Ui
25 FOR I.E0'r 2�:� ---- ----- -----
----------- ---
I EX. 5'
S41.1 FF=303.86 CONC. 15.0, 7.5`D�, -,d� - % -�/ WOOD
CQ - - - - - - - - - --
CURRENT AND FUTU - - - - - - - - 7.5' FENCE
DRAINAGE FROM TH IG IDS Property Line
W I BUILDING SETBACK/
NOT LINES (TYP.) / I
SH� L t I ROOF DRAIN (TYP. A
0 WM DEVELOPED LOT 7.5' 1! F
BE DIRECT TO PRO q- D. - �' I
INFILTRATION FACILI 11 NEW SFR
�n
FF=392.52 ABOVE Ld /(FF=384.5±) 41 REPLACE 00544300008002
EXISTING 2 A
eoll_l
GRADE YD /#1 INFILTRA11ON ANTHONY PAUL AND
KRISTI ANN NESTOR
2-STORY DECK TRENCH (SEE
W/ SOLID CO
RESIDENCE 0) DETAIL THIS 81 00 C"i
PRbPOSED T 6 384.2± 1 1 1 1 ZONING RS--8
00 (TO REMAIN) WOOD DECK F SHEET) co
F=390.56 (ABOVE) POWER/TEL r R ITV 379.72 LJ
so IDS
SSC OVERFLOW PATH
BUILDING SETBACK 0
(D (GRADE TO ORAIN)
CO
PROPOSED NATURAL G LINES (TYP.)
AS L t Line, 10'-6" PVC
@ 1.00%
)VERHANG
ASPHALT THICKENED EDGE (TYPICAL) so MY
0
PER C.O.E. DETAIL # E2.11
L 15. 0' 0
_GM ------ - j`
I SE
GAS �O '�d` J*�&.
UNDEHGHUUND UlItIIIES,_ R=l( L 9 9 0 4 0 1
2 F1 1
-;,5: SEE SHEET CE51FOR 4" PVC 0 0.007. S 9 7 50
0
- - ----------- S 0
S
. . ........ ........
SSCO
........ 1.5
...... . . . . . . ..... 1 DO ...... ALiU�EES�S �-q ......... '�-INSTALLED WITH
E. SHORT PLAT
--------- -
I .141A �C
T
...... E. j4--, 4" PERFf P
c -
@ 0,007. 1 w)
F. .. , I I
30.00, EG=387Au _j
FENCE A.P . F (r 3 R s, EG=385.' 2 EG=,384118
-,EX. 4' WOOD 0.1, S N 88'22'28" W-201,59' EX. 5' WOOD C'E t, ulrjutltu FNC. COR.
FENCE END, (P) S NITARY 0.1, S zc
0. S F_ 15' UTILIT'I' EASEMENT Property Line SEWER 1. 5' W
6- SE MODULAR CONC ETE
TO STUB FOR LOT 1 INSTALLED WITHLOCK WALL, C NSTRUCT F
1-1 /4" WATER LINE SHORT PLAT PER MANUFACTEER'S L CB P STA. 12+31.53 (AC(Fqq
/4" METER F SPECS. (MAX. OEIGHT = 3'' CB #2 1 YHL IL W/ =1 N 1804.8494
MEASURED OVEF ORIGINAL D�hWj �AOSI�A COVER I
TOP 384.1± E 2228.1559
L GRADE) TOP 382.5±
INV 379.97 LINV 379.6
00544300010601 ZONING : RS-8
MICHAEL AND 11\ F-- 00544300010602
ALISON BOEHM C05- �;tWdAAIJ JOHN R. AND PATRICIA JORDAN 00544300008100
HYUN SUK YOO
/,,�Existing ROW L--,t-1 2 C,
S P S - 2 0 0 4 - t(4 r �A
NOTE: A. F. 2 0 0 5 1 0 0 5 _j
1. ALL DISTURBED PERVIOUS AREA (LAWN & 8-6) MMIMUM DRIVEWAY SLOPE
30' LANDSCAPE) SHOULD HAVE COMPOST -AMENDED ALLOWED 14%
SOIL PER CITY OF EDMONDS HANDOUT E72C.
BENCHMARK
CONTACT OLYMPIC VIEW
WATER/SEWER DISTRICT
Any mechanical equipment located within
the minimum required setbacks shall 'not �ppli.--ant 0all repair/replace all damage to
utilitles or frontage lrnpro�.ornents in City
exceed 3 feet in height over original grade. right-of-way per City stan.11,irdl.% tilat �,�emased
or occurs during the permitted pircioct.
()WER/CONTRACTUR RESPONSIBLE
FOR LOCATING ALL ON -SITE UTILMES.
ALL EXF1a'-,1r.-D SUR§XES TO RELOCATION/REVISION TO AW UTILITIES
BE COVERED WIT'rifiN 2 DAY!3 MAY RiQUIRE SEPARATE PERMIT
BASIS OF BEARINGS
THE CENTERLINE OF 224TH STREET S.W. BETWEEN MONUMENTS
LOCATED AT THE INTERSECTION OF 96TH AVENUE W. AND
95TH AVENUE W. PER PLAT OF PINE CREST
BENCH MARK/y&-%jA
SPIKE IN UTILITY POL� LOCATED APPROXIMATELY 83 FEET SOUTH
OF THE SOUTHWEST PROPERTY CORNER.
(PER SHORT PLAT S-2004-133, A.F. NO. 200510065356)
ELEVATION : 390.99
DATUM : NAVD 1988
LEGEND
PAVEMENT SECTION PER C.O.E. # E2.1
ASPHALT THICKENED EDGE PER C.O.E. # E2.11
....................
..............
TRENCH RESTORATION PER COE E2.3
(SEE DETAIL SHEET C5)
S7RUCTURAL
IMPERVIOUS AREAS
ON -SITE
LOT 2 (NEW)
ROOF 2,100 SF
WALK/PATIOAANDING 140 SF
ASPHALT DRIVE 1,722 SF
CONC. DRIVE 976 SF
TOTAL 4,938 SF
LINE
TYPE
AREA (SQUARE FEET)
NON -REGULATED
3,071 (YEAR BUILT: 1967)
EXEMPT
REGULATED
2.
REPLACED
0
0
3.
NEW (POST 1977)
+
4.
TOTAL REGULATED IMPERVIOUS AREA
5.
TOTAL AREA MITIGATED BY EXISTING STORMWATER MANAGEMENT SYSTEII
0
6.
REGULATED AREA NOT YET MITIGATED
4,9 �36
7.
AREA PROPOSED TO BE MITIGATED BY LOW IMPACT DEVELOPMENT TECHNIQUES
4,9'�5ti
8.
AREA PROPOSED TO BE MITIGATED THROUGH CONVENTIONAL SWM TECHNIQUES
0
HEIGHT C,4LCS
LOTCOVEP,AGE.-
(BASED ON ORIGINAL GRADE)
PROPERTY TOTAL AREA= 8,575
SF
A
J8J
STRUCTURAL IMPERVIOUS - 2ohg&
SF
B
j8j
PERCENT COVERAGE - tz�gm
LCI 14,
C
J8J.5
D
J8J
NOTE
WATER / SEWER SERVICE LINE AS SHOWN ARE
smEwnlc
A VG.
ORIGINAL GRADE = J8J. 125
ONLY CONTRACTOR TO FIELD VERIFY LOCATION AND
MAX
= 408.125
USABILITY OF EXISTING LINES. COORDINATE WITH
ENGINEER.
ACTUAL = 407.66
WA TER A AD SEWER PUR VE YOR
OLYMPIC VIEW WATER AND SEWER DISTRICT
8128 - 228TH STREET SW
EDMONDS, WA 98026-8449
(425� 774-7769
.=ITYNOTE
I. IF RE -USING EXISTING SIDE SEWER (FROM PROPERTY LINE TO
HOUSE): PROPERTY OWNER MUST HAVE CONDITION VERIFIED AND
PROVIDE A REPORT TO THE PUBLIC WORKS DEPARTMENT.
2 IF RE -USING EXISTING SEWER LATERAL (FROM PROPERTY LINE TO
CITY MAIN): CONDITION MUST BE VERIFIED BY PUBLIC WORKS
DEPARTMENT CONTACT EDMONDS SEWER DIVISION AT
425-771-02J6.
J. A 1-INCH METER MA-Y BE NECESSARY OF FIRE SPRINKLING IS
REQUIRED BY THE FIRE MARSHALL. IF FIRE SPRINKLING. IS REQUIRED,
BLDG SVC LINE ON PROPERTY MUST BE UPSIZED TO 1.5-INCH.
ACCEPTABLE TIGHTU14E
MATERIAL
8DR 35
RCH 40
N -12
F810 NANCOA
15NGINEERING DIVISION
S N
"Pt V D 10
Date:��4
SITE UTILITY
DESIGN BY OTHERS
5
P LAN
JESSICA KO-DALZELL
212IJ S.E. 40TH PLACE
SAMMAMISH, WA. 98075
CONTACT. ROB KNOLES
PHONE 206,-498-OJ04
E-M4.1L ROBKNOLES@GMAIL.COM
ENG1 NEEI?IS UR VE YOR
CONTACT- JEFFREY TREIBER
LOVELL.-SAUERLAND & ASSOCIATES, INC.
19217-J6TH AVENUE W, SUITE 106
LYNNWOOD, WA. 98OJ6
PH.: 425-775-1591
E-MAIL: IEFFT@LSAENGINEERING.COM
-CO]VTRACTOR
CONTACT- RICK BYNUM
MASTON PROPERTIES &
CONSTRUCTION, LLC
2020 MALTBY RD, BOTHELL WA 98021
PH.: 425-299-8877
spEPLANPREPARATION
CONTACT- JOHN C. MCDONNELL
P.O. BOX 1J199
MILL CREEK, WA 98082
PH.: 425-744-0916
PARCEL IVUMBER
00544300010700
'one
Corner Flag--z
Setbacks
LLai
Sides (N)
eight
or Ah4e-: ftw
CCIDC. 14 - X0. 0 -yo. C/ 41,c- pv*zo
tot% i4tc- norii, s:afe�
09 +L%e� rebWeAce-
e-L_111 "
t._ 1._!
- oc- <,f c--
THIS IS A SKETCH. NOTHING IN THIS VIEW RELATING TO VERIZON, PUD POWER LINES OR
OTHER POWERED UTILITIES SHALL BE CONSTRUED. AS A DESIGN OF SAID UTILITIES BY
rR IFE S U B
J.C. MCDONNELL ENGINEERING, PC. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SEP o 8 206
SHALL CONSULT THE APPROPRIATE UTIL17Y OR THE EDMONDS INSPECTOR TO RESOLVE
ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. 13UILDING DEPAPt.WENT
c,In,f OF ED�f!ONDS
Scanned
PLN20130071 I