22805 96TH PL W.PDF111111111111
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22805 96TH PL W
ADDRE�S: t
3 ( " -16 '3 4 0003
TAX ACCOUNTIPARCEL NUMBER: x o,
BUILDING PERMIT (NEW STRUCTURE): ;� 003- Qq-7
COVENANTS (RECORDED) FOR:
CRITICAL AREAS:
DISCRETIONARY PEP -MIT #'S:
DRAINAGE PLAN DATED: Shblb3
PARKING AGREEMENTS DATED:
EASEMENT(S) REC0R-DED
PERMITS (OTHER):
DETERMINATION: 0 Conditional Waiver F] Study Required F1 Waiver
PLANNING DATA CHECKLIST DATED:
SCALED PLOT PLAN DATED: hu bZ2
SEWER LID FEE $:
LID #:
SHORT PLAT FILE: LOT: BLOCK:
SIDE SEWER AS BUILT DATED:
SIDE SEWER PERMIT(S).#:
GEOTECH REPORT DA
STREET USE / ENCROACHMENT PERMIT #:
WATER METER TAP CARD DATED:
OTHER:
LATEMP\DSTs\Foffns\Street File Checklist.doc
Construed(OTRne. Lot # 2 PLOT PLAq
Address:
Grading Plan Elevations
PO Box 13858
Lot Area: 8000 SF
Manhole Cover 386.36'
Mill Creek, WA 98082
Lot Coverage: 1920 SF - 24%
(Datum Point)
Telephone & Fax 4
Lot Slope: 8-9%
Driveway Curb: 382.94
Impervious Surfaces Calcs.
Driveway Slope: 9%
425-745-2088
Proposed Builing: 1860 SF
Garage Footing: 386.27'
Contact Person:
Covered Porch: 60 SF
Garage Floor: 387.44'
Jack Martens
Patio: 300 SF
Crawl Space Fig: 3 88.83'
Lot # a
Driveway: 1150 Sf
Ist Fir. Top Fndn. 391.5'
House Plan# 2432
Total Impery Surf, Ces 3370SF
Finished Ist Flr: 392.5
Street Address:
22805 - 96th PI.W.
-H"i lit Cal --
A = 395.00' rgP,57 47-779�--f'fiEv-'
Finished 2nd Fir: 401.08'
Top Plates: 408.83'
Edmonds, WA 98036
B = 395,00'
i
Aghest Ridge: <415.83
Tax Acct.9
C = 395.00'
362703-1-074-0003
395,00' 1 oi (fvv+--
D = 395,00' -
&-?fZA-A0E-,C0
Max. Allowable Height: 42 0.00,
Average Grade 395.00'
Back Yard Grade: 391.00'
Plan Description:
Original Grade 395.00'
Top of Back Rochery: 3 93.5'
5 Bedrooms 2 -1/2 baths
Maximum Height 420.00'
West Property Line: 395.00'
3 car garage
Scale:*- IP" = 20' 1 Do -:S-)'
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Proposed Residence:
(1221 S.F.) First Floor
(1104 S.F.) Second Floo
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4L
k MW FEW AY W
North --------
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r
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(6si S.F-)
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ME R Vi I T C 0 U i,,j T E 'F'
ns ConstructiolMne. Lot # 2
GRADING P
11%
Address:
PO Box 13858
Mill Creek, WA 98082
Telephone & Fax #
425-745-2088
Contact Person:
Jack Martens
Lot 4 2
House Plan# 2432
Street Address:
22805 - 96th PI.W.
Edmonds, WA 98036
Tax Acct.#
362703-1-074-0003
Plan Description:
5 Bedrooms 2 -1/2 baths
3 car garage
Lot Area: 8000 SF
Lot Coverage: 1920 SF - 24%
Lot Slope: 8-9%
Impervious Surfaces Calcs
Proposed Builing: 1860 SF
Covered Porch: 60 SF
Patio: 300 SF
Driveway: 1150 Sf
Total Impery. Surfaces 3370SF
Height Calcs -t?e'v- ac�-
�-3 �91�.
0-
C=3 .00'
-lot nd
A- -
.00,
Grading Plan Elevations
Manhole Cover 386.36'
(Datum Point)
Driveway Curb: 382.94
Driveway Slope: 9%
Garage Footing: 386.27'
Garage Floor: 387.44'
Crawl Space Ftg: 388.83'
1 st Flr. Top Fndn. 391.5'
Finished Ist Flr: 392.5
Finished 2nd Flr: 401.08'
Top Plates: 408.83'
Highest Ridge: <415.83
Max. Allowable Height: 420.001
BackYardGrade: 391.00'
Top of Back Rochery: 393.5'
West Property Line: 395.00'
Scale: 1" = 20' North --------
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r"RMIT COUNTER
Imartens ConstructioTine. Lot # 2 -w- DRAINAGE PLAN
Address:
PO Box 13858
Mill Creek, WA 98082
Telephone & Fax #
425-745-2088
Contact Person:
Jack Martens
Lot # 2
House Plan# 2432
Street Address:
22805 - 96th PI.W.
Edmonds, WA 98036
Tax Acct.#
362703-1-074-0003
Plan Description:
5 Bedrooms 2 -1/2 baths
3 car garage
Lot Area: 8000 SF
Lot Coverage: 1920 SF - 24%
Lot Slope: 8_9%
Impervious Surfaces Calca
Proposed Builing: 1860 SF
Covered Porch: 60 SF
Patio: 300 SF
Driveway: 1150 Sf
Total Impgry. Surfaces 3370SF
R J
i u
B 95. 0'
9
5.0
ge G de
Ave. 5.00'
Original G deX 00
_00(
Maximum H ght 2 . 0'
Scale: 1" 209
-,pAqqPJABLE
'Q fiAA-rr
%
SDR 35
SCH 40
N-12
WATER
F81 CLKANCQ
I SPECTIONS REIN
CALL 25-771-0220
Pan D
TIGHTLINE
Io'
Grading Plan Elevations
Manhole Cover 386.36'
(Datum Point)
Driveway Curb: 382.94
Driveway Slope: 9%
Garage Footing: 386.27'
Garage Floor: 387.44'
Crawl Space Ftg: 388.83'
1 st Mr. Top Fndn. 391.5'
Finished I st Flr: 392.5
Finished 2nd Flr: 401.08'
Top Plates: 408.83'
Highest Ridge: <415.83
Max. Allowable Height: 420.00'
BackYardGrade: 391.00'
Top of Back Rochery: 393.5'
West Property Line: 395.00'
MW
Imperviow Surftce:
(1860 SX.)
1�p FOOTING DRAINS NOT
TO BE TIED INTO
1 DETENTIQK -SYSTEM
L
WAY
N
North -------
4k.
PL. W.
CONTRACT OLYMPIC VIEW
WATER/SEWER DISTRICT
V`m saoe:k (14va:T100S.
North -------- I
AS NOTED
9629
See page 2 & 3 of
Approved plan for
Drainage Improvenilts
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10 Lot Plat - Entrance to Plat is on
2
Extention of 96th Ave W at the
10 L
Intersection with 228th Street SW
1.
C.9
Owner - Rob Michel (Michel Construction)
Se�
Ro
I* - 20'
7907 212th SIN. #102, Edmonds. WA 98026
Office (425)776-2211, FAX (425)778-9086
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City of Edmonds
Plan Review Corrections
Plan Chock#: 03-212 Date: June 5, 20QA
Project Name/Address: Marione Construction 22800 90h pl W
Contact PorsonlAddress/Fax: Jack Martens Phone: 425.745.2088 Fax: 426-745-2088
Reviewer: Danielle Gilbert Department: En-alneed-ng
During review of the subject submittal it was found that the following information, corrections,
or clarifications will need to be addressed:
1. Provide grading calculations to support your grading plan.
-tDanielle,
I hope this one is easier to decipher. Again, I divided the area into triangles and rectangles.
I labeled each area A>G, as identified on the grading plan.
First thing that I do is find the square footage of the area. Then I figure the depth by
subtracting the cut grade from the original grade at each end of the area (in this case fi7ont and
back because the lot slopes forward toward the street). Add the front to the back, divide by 2,
which gives me the average cut for the area. I multiply that times the square footage to get the
cubic footage , then divide by 27 to get total yards for the area. I know that you know how to do
this but I thought that I should identify what my scribblings are. The total for the lot is 456.38
yards.
You will notice that I didn't figure anything for the whole front yard / driveway area. Thi§
part is just about to grade other than smoothing it with a dozer. There will be no, Fut or Pll r ttps
whole front part of the lot.
Also notice that the garage cut is roughly 2+ feet lower than the crawl space for the rest of
the building. This is to accommodate the reduced slope of the driveway.
I hope this is a little more understandable than the last two.
Any other q, iestions- call me aL-425-7-4i77 ORR nff= or 42-i--M&-21QD-Cd
RECEIV.77D
Thanks,
13 -J
Jack Marte s
BUILDING DEPT..
DATE FAXED —consolidated review (Attach fax transuddal) PAGE -1— OF
S:TNGRftriaWRe%Am Comm@ntW3-212MMms.dw
STREET FILE
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BUILDING DEPT.
FN
artens Construct Inc. Lot # 2
GRADING P
Address:
PO Box 13858
Mill Creek, WA 98082
Telephone & Fax 4
425-745-2088
Contact Person:
Jack Martens
Lot 9 2
House Plan 4 2432
Street Address:
22805 - 96th PI.W.
Edmonds, WA 98036
Tax Acct.4
362703-1-074-00033
Plan Description:
5 Bedrooms 2 -1/2 baths
3 car garage
Lot Ana: 8000 SF
Lot Coverage: 1920 SF - 24%
Lot Slope: 8-9%
Impervious Surfaces CaIcs.
Proposed Builing: 1860 SF
Covered Porch: 60 SF
Patio: 300 SF
Driveway 1156 Sf
Total Impery. Surfaces 3370SF
HeiLyht CAcs
3
9K�-�00:
C e3 001,
0. -
-00'
r
Y 395%
Av radc .00'
Ori a Grade 3 .00'
M 'inf6m Heig , 0.00'
. im m I
Grading Plan Elevation s
Manhole Cover 386.36"
(Datum Point)
Driveway Curb: 382.94
Driveway Slope: 9%
Garage Fooling: 386.27'
Garage Floor: 387.44-'
Crawl Space Ftg: 388.83 )1
I st Mr. Top Fndn. 3 91.5'
Finished Ist Fir: 392.5
Finished 2nd Fir: 401.08'
Top Plates: 408.83'
Highest Ridge: <415.83
Max. Allowable Height: 420.00'
Back Yard Grade: 391.00"
Top of Back Rochery: 393.57
West Property Line: 395.00'
Scale: V = 20' '"Ag CIINW- Norlh -------- I
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WATE RECEIVED� W Ylil
P
ERMIT EXPIRES
USE PERMIT
CITY OF EDMONDS ZONE NUMBER,.4
JOB SUITE/APT#
CONSTRUCTION PERMIT APPLICATION ADDRESS
OWNER NAME/NAME OF BUSINESS
P NAMEISUBD VISION NO. LOT NO. LID NO.
&1A1'Z-7-,_91V5 ("OAA�7-, I -VC,.
9E MAILING ADDRESS LID FEE $
1 ul TESCP Approved 13
3: PUBLIC RIGHT 6F WAY PER OFFICIAL STREET MAP RW Permit Required 13
19 C_ Street Use Permit Roqd a
CITY ZIP TELEPHONE EXISTING — PROPOSED Inspection Required E3
Sidewalk Required CI
REQUIRED DEDICATION— FT Underground
,2,C- -711(_:-�70�6,�3
Wiring required E3
NAME METER SIZE LINE SIZE NO. OF FIXTURES PRV REQUIRED
YES C3 NO C3
cc
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11- ADDRESS REMARKS z
OWNER/CONTRAC 3
TOR RESPONSIBLE FOR EROSION CONTROUDRAINAGE a
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CITY . ZIP TELEPHONE
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STATE LICENSE NUMBER EXPIRATION DATE Et— �
CH KED BY REO' ZMTED
01 _ 0 /�_--01/` I _ 10YES /&0 $
I I&I" ) SEPA REVIEW SIGN AREA HEIGHT
Qjj PROPERTY TAX ACCOUNT PARCEL NO. COMPLETE , EXEMPT ALLOWED PROPOSED ALLOWED PROPOSED
I EXP
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xNEW RESIDENTIAL PLUMBING / MECH LOT COVERAGE REQUIRED SETBACKS (Fr.) PROPOSED SETBACKS (Fr.)
0 ALLOWED PROPOSED FRONT SIDE REAR FRONT LIRSIDE REAR
COMPLIANCE OR
ADDITION COMMERCIAL 11,; -7 0 1
CHANGE OF USE 4- z
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PARKING LOT AREA PLOANNING REVIEWED BY D�T
REMODEL MULTIFAMILY SIGN REOID I PROVIDED r IL
REPAIR G ADI G o FENCE
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DEMOLISH TANK OTHER
GARAGE RETAINING WALL F RE S INKLER
z CARPORT ROC,KERY ME APARRM
(TYPE OF USE. BUSINESS OR ACTIVITY) EXPLAIN:
CHECKED TYPE OF CONSTRUCTION CO E OCCUPANT
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W NUMBER BY -7
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0 OF NUMBER OF CRITICAL:;y SPECIAL INSPECTION JAREA
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0 STORIES I REG IRED YES LOAD
DESCRIBE WORK TO BE DONE
REMARKS
PROGRESS INSPECTIONS PER UBC I 08/FINAL INSPECTION REO'D
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VALUATION
_Z 1`10 F1,10-1- $
Description FEE Description FEE
IrPlan Check State Surcharge
HEAT SOURCE GLAZING % LOT-S E % `761 City Surcharge
I
7 6 r) Building Permit
./ j 0i -
PLAN CHECK NO: -52, VES D DATE Plumbing
W,
Mechanical
THIS PERMIT AUTHORIZES ONLY THE WORK NOTED THIS PE6IT'W01 ERS WORK TO
t= BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC
DOMAIN (CURBS, SIDEWALKS, DRIVEWAYS, MARQUEES, ETC.) WI Grading
LL REQUIRE
SEPARATE PERMISSION.
2 Engr. Review
W
Ir PERMIT APPLICATION: 180 DAYS
PERMIT LIMIT I YEAR -PROVIDED WORK IS STARTED WITHIN -180 DAYS- Engr. Inspection
SEE BACK OF PINK PERMIT FOR MORE INFORMATION
Fire Review
fA 'APPLICANT, ON BEHALF OF HIS OR HER SPOUSE, HEIRS, ASSIGNS AND� SUCCESOIS Plan Chk. Deposit
W
_j IN INTEREST, AGREES TO INDEMNIFY DEFEND AND HOLD HARMLESS THE CITY OF,
Z EDMONDS, WASHINGTON, ITS OFFICIALS, EMPLOYEES, AND AGENTS FROM ANY AND Fire Inspection Receipt #
ALL CLAIMS FOR DAMAGES OF WHATEVER NATURE. ARISING DIRECTLY -OR INDIRECTCY
FROM THE ISSUANCE OF THIS PERMIT. ISSUANCE OF THIS PERMIT SHALL NOT BE
DEEMED TO MODIFY: WAIVE OR REDUCE ANY REQUIREMENT OF ANY CITY ORDINANCE Landscapelnsp. Total Amt. Due
_j
0 NOR LIMIT IN ANY WAY THE CITYS ABILITY TO ENFORCE ANY ORDINANCE PROVISION.' _rRec�ipt #
x
I HEREBY ACKNOWLEDGE THAT I HAVE READ THIS APPLICATION; THAT THE INFORMATION Recording Fee 41'zl/
GIVEN IS CORRECT; AND THAT I AM THE OWNER, OR THE DULY AUTHORIZED AGENT OF APPLICATION APPROVAL
THE OWNER. I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUC- This application is not a permit until signed by the
TION; AND IN DOING THE WORK AUTHORIZED THEREBY. NO PERSON WILL BE EMPLOYED CALL Building Official or his/her Deputy: and Fees are paid, and
IN VIOLAT ,OF,_THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO FOR INSPECTION receipt is acknowledged in space provided.
WORKMEN!o
51COMPfNSATION INSURANCE A I No RCW 18.27.
OFFICI a- S t1L DATE
gA4"j IGN
SIGNAT)hj (OWNER OR AGE,7 __ ?
DATE SIGNED (425 d
771-0220 RELEASED BY
ATTENTION j i
E)Cr 1333
IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL "a
A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFI-
CATE OF OCCUPANCY HAS BEEN GRANTED. ORIGINAL - FILE - YELLOW - INSPF:dTOR
04/02 UBC SECTION 109 PINK -OWNER - GOLD -ASSESSOR
PRESS.HARD -YOU ARE MAKING.5 COPIES, GFiEEN -ACCOUNTING
W
T S. W.
SET MONUMENT
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L- 0
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00 +.10
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n 37 SIT 2 �e
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IE
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IE 380.28,,, 4&-0 1-�
e r
/VO @ -2-- 7* G8-#1 _-�X CND aqQ-00 (359-00) (6-00)
GE 7
-- --------- 3
C.-
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V 2-- 9 8, C
99'.
@ 13.'
/0 6" C X D 357.60 (356.60) (5.40)
B5. 3 LO C EX GND 355.00 (355.00) (0-00)
00 C.
SET MONUMENT .74
CENTER OF CUL-DE-SAC CENTRAL C P @
MAILBOX ;�
8#3
4
1,4218 2+0
9 Fff 2
E
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ALUMINUM POLE w/BR "KAWAY
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8" CMP Cc'
37
S�04- NQL4QAICW f-n 1In-- 5 @ 30.36%
G J.'�Ar 8" CM
0 RA HEAD; M�UNTING HEI MH#10
30, 3.
IE 5. X. 5 0 7 OF
#4 P. U. D. N 0
8 E
UNTY
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co 16,6
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CN EASEMENT
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5
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E 379.
IE ..7 ORM W cj�
DETENTION VAU
CIA! 3
YD#8 %
QD GE 169-35 8" CMP @
C.O. 1\10
GE 391.75
L0
IE 384.16 61.13' 8" CMP @ 19-846% @ A,- CA
15 BSBL (TYP)
40
8" CMP @ 6.431%
-.93 (0
z I--,
@
(No-r 1"S (31b 1b
C�
* ........... * * ......... .......
38 340
UTILITY
POLE
4
D A Y
b
10
4A/
0 -10 BSBL (TYP) 47,923 SF EX. MH#1-2
DRIVEWAY TOP-9.
LANDSCAPING FOR CUT 42 INV-3,30-95,,,,(PER DESIGN)
ADJACENT PROPERTY -115) BSBL (TYP)
UTILITY ESMT 10
& 9 010
EX. CB
1�� @ TOP:=335-82
0) 96
INV-328.39zr-61(?) E. W.
10,293 SF
RAILROAD
TIES
TO BE REZONED
TO BN NOTE DRIVEWAYS:
N
S To LOTS 1-8 S Ird A L L
DRIVEWAY
DRIVEWAY
CUT 0231 G XCEED 14 PERCENT.
'6 C NOT E
41% SS
S
E X C B
0
sow -331.55
0 wo TOP
Z"u INV=329.95,--8"S--
Co
M
00 00
Z
SH . EET NO- 10 Lot Plat Entrance to plot is an
2 Extention of 96th Ave W at the
Intersection with 228th Street SW
OF 10 SHTS.
HORIZ. SCALE Owner - Rob Michel (Michel Construction)
1 " = 20' 7907 212th SW, #102, Edmonds, WA 98026
VERT. SCALE Office (425)776-2-211) FAX (425)778-9086
EX. CB
TOP=331.98
INV= 328-8,3r- 3-11N
INV=322.48r--? J) E. W.
ORA 4 By DATE
DRAwN By UAlt
REMSION DATE I DESCRIPTION
2�1 VLL/!���
\N - M
OF
As - Sul L- C 0
10 Lot Plat Including Plat Road,
Storm Drainage System, 19 34-3
and I
Sewer Water Locations, 'S-S' I AL
Rockery (ecst side plot road) 4/03
DATE:__L2 �402
MELLOR & ASSOCIATES
PROFESSIONAL ENGINEERS
606 SATER LANE
EDMONOS. WA 913020
(425) 775-5317
�m
NE 1/4, NW 1/4, NE 1/4, SEC. 36, T. 27 N, R. 3 E-2 W.M.
385-
EXISTING 8"--,l
SANITARY SEWER
8"D.I. WATERMAIN
93' 12" PVC 0 8.871%
CL
-C P RETAINING WALL
HENDERSON, D
4973-000-009-0006 SMITH, CHRISTINE
000-012-0001
N ROBERTS, CARL E\
4507- 009- 000- 0308'\"?M-
EX. C8
TOP=390.90
\4, INV=389.05-12" N&S
INV=389.05-8"W
S3 EX. MH#3-43
7 8 TOP=384.06
INV=378.00
CARTER, MARY T INV=381%
SET MONUMENT
LEVIN, MARC S. 4973-000-008-0007
4973-000-007-0008 N54*59'06"W -15' BS13L (TYP) EX LUMINAIRE
328.64'(CALC'D) 328.57'(PL EX Pp��
AT FT. CHAIN UNK FENCE
92.00' 328. 0
1 '4/.- z IN 88'22 _0.3' N. GUY
rb� r-j 10 -55-
0. 99.57'
GU
L1% �7.5' BSBL (TfP) NO PA"
71'0
M.7
GU
9.57
U
No p
IE 303.75
9- 5 2
GILMORE, DANIEL P JOY L 8,000.47 SF -to
5365-000-003-0005 8, .34 S
3�v 0 PVC 0 2z.
2 '18.0,9.37 SF 25' BSB TYP) ' 4 %-
w
WE 31
410 /*
104% % I - - Call
SET MONUUMT
4 CENTIER OF CLIL-DE- L-CENTRAL
MANI=
421
9 OP L
BERTO, LOUIS A 8, .20 SF AUPA" Pm
am CO. 2 An
228th PLACE W. 5365-000-004-0004 W-AA
3T
-N 88*25'18" W N 88'25'18" IN
5.
189.10'(MEAS.) 111p I -
IN 100-08"'MEAS.)
I 439-09'(PL AT) 1 00
100.00'(PLAT) t6 1 . . . . . . . . . .
to YO
00' MICKEL, ARTHUR P Lr) GV38&89 0
5365-000-005-0003 1E W5.89
357.43 8.6 .49
ff- 3a4.43
5 It
5 -b
11,611.20 1A gn ymup-w 20
IE
6
11,005.4 F
Ld 3
7 91 a
0
'.1c-al A"
fo
8
16.6 .31 SE
A
tp
\ -� r 1 0 *C-4 1 . I / . yo DETENTION VAU
P I N E C 1R E S T
(V 0 L. P G. 5 5)
EXISTING ASPHALT EDGE.
94
C8110
GE 384.75
IE 380-80
Co I
Gr
384.25
IE 380.75
INSTALL SIMT NAME SIGN
I NAMES - 26th An W.
3 STREE
h Pla" W, & 2215th StrW SW
INSTALL 3 STOP
IN LOCATIONS N
D 12"CP
COX2
377.30 _Qr
1E 373.50 - %
!,--J-43.17' 12- CMP
L01
N 8
2 4
1;-H 8t �t-S-TRE E-T --S.-W.-
BY CITY
R2 51.W 12* CMP 0 13.495X
372-50 (371.50) (3.50)
1 6.70 (1000) Izo cewtq 4 iz P ewvr" crw-v,
GME 3 4.47 (383,47) (7. twup
7- (n.021
.20 (362.20) (7.80)
380."(359.Go) (6.00)
7,80 (356.60) (3.40)
GE 355.00 (355.00) (0.00)
0 39.93xo
9
2
r emp 4 1. X LAMMERSDORF,H P
0 30.38X 362703-1-015-0005
-;�\-EX. 50' P.U.0. NO. 1 01:
35b. 0
3 tO* SNOHOMISH COUNTY
% C)
'5 4C 10 TRANSMISSION LiNE
EASEMENT
-34j.
380
37
37(
8
ims]
375
370
36 6 50 10865
SECTION B-8- 96th PL W
TREELEGEND
CONIFEROUS TREE TO REMAIN
VO
110'.
to so CMp 0 & �x 10
SWAIN, RICARDO & LUCY E M W.75/ a .1\9
Ir q-sjop
5365-000-006-0002 � �1 -p 'V
0 61.1S W CMP 0 19 846
N 15 BSBL (TYP)
N z
1'%AK CMP 0 SAMS INN, '14
390-
YO
I--- w
10 2
3 .10 tn
E 3 .70 P
to
04 0
z
7119-
A$
380-,
375-� UTILITY
370- POLE
365- Nv -1& '04
360---�, tr*f'r 11 ?04- z 385
355--'
.35
ROCKERY 345 r, D
XEX MH#1-2
4�-
10
TOP=?
10 BSBL (TYP) 47,923 SF INV=330.95 (PER DESIGN)
LANDSCAPING FOR DRIVEWAY
EX. EXTRUDED ADJACENT PROPERTY CUT 380
CURB 15' BS131- (TYP)
z & UTILITY ESMT
w
2 9
w LUMINAIRE 'C4
CD > VACUUM WITH 34 10,293 SF
< CONIC. BASE
C) CL EX. EXTRUDED RAILROAD
CURB TIES
TO BE REZONED-
MEYER, RICHARD A -j VACUUM WITH TO BN
< CONG. BASE 11A
362703-1-157-0003 x
(L DRIVEWAY
tn EX. EXTRUDED CUT
CURB
VACUUM WITH
CONC. BASE
EX. EXTRUDED
LANDSCAPING CURB
ISLAND
WATER
METER
EX. M 11 1-1
Im TOP=330.89
INV=323.30 (PER-ilfSIGN)
EX. CE3
TOP=335.82
INV=328.39-(?)" E. & W.
375
pro GRADING QUANTITIES 37C
CUT 4.690 CJ YOS
FILL 1,279 CU YDS
E X. C B
TOP= 331.55
INV=329.95-8"S.
EX. C13
TOP=331-
INV=328.83-8"N
INV=322.48"'?"
. E. & W.
36�
0
0
-3:
APPLICANT/ INNER SURVE-YORS
MICHEL CONSTRUCTION. INC. LOVELL- SAUERLAND & ASSOCIATES, INC.
7907 212TH STREET SIN 19400 33RD AVE . NUE W.. SUITE 200
EDMONDS, WA 98026 LYNNWOOD, WA 98036
TELEPHONE: (425)776-2211 TELEPHONE: (425)775-1591
CONTACT: ROB MICHEL PROJECT CONTACT: JEFF TREIBER
SITE ADDRESS
TAX ACCOUNT #362703-1-074-0003
LEGAL DESCRIPTION
THAT PORTION OF THE EASTERLY HAU: OF THE NORTHEAST QUARTER OF THE NORTHWEST
QUARTER OF THE NORTHEAST QUARTER LYING NORTHER Y OF S.S. HIGHWAY NO. I-W
(ALSO KNOWN AS EDMONDS WAY). SECTION 36, TOWNSHIP 27 NORTH, RANGE 3 EAST OF
THE WILLAMETTE MERIDIAN: IN SNOHO1v.11SH COUNTY, WASHINGTON;
EXCEPTROADS;
AND EXCEPT THAT PORTION OF THE EAST HALF OF�THE NORTHEAST QUARTER OF THE
NORTHWEST QUARTER OF THE NORTW� kS'i'QUARTER OF SECTION 36. TOWNSHIP 27 NORTH.
RANGE 3 EAST. VALLAMFTI! MERIDIAil' DESCRIBED AS FOLLOWS:
COMMENCEING AV THE NORTHOEST C� ;.4ER cF SAID sUBDIVISION: THENCE S-�,UTHEASTERLY
IN A STRAIGHT LINE TO A Paw WHICti 1 15,33.0 FEET EAST AND 22.0 FEET SOUTH OF THE
POINT OF BEGINNING; THENCE i,.-on�iriks-ItRLY IN A STRAIGHT LINE TO A POINT ON THE
NORTH LINE WHICH IS 92 FEET EAST ICF THE POINT OF BEGINNING; THENCE WESTERLY, ALONG
SAID NORTH LINE 92 FEET TO 1HE POINT OF BEGINNING.
SUBJECT TO EASEMENTS, RESTRICTIONS AND RESERVATIONS OF RECORD.
13ENCH MARK
INVERT OF SANITARY SEWER MANHOLE # 1 3-43 LOCATED NEAR THE NORTHEAST PROPERTY
CORNER.
ELEVATION - 378.00
DATUM : OLYMPIC MEW WATER DISTRICT (M.L.L.W.)
T.B.M. SPIKE IN POWER POLE AT THE NORTHEAST CORNER OF THE PROPERTY - ELEVATION 391.10
T.B.M. "0" IN OPEN ON FIRE HYDRANT AT THE SOUTHEAST CORNER OF THE PROPERTY - ELEVATION 340.5
P
rnl vr, '(Z�j
--70 VC;
\j%j
Tw
+
>
o'
6-j
/-EXISTING
GROJND
LINE
w
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qj
to
0�"
6
00
969
A3
0
'9
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),
-
EL
Ap 0 /
ep.
Q,
3:
1-11'� 0
-i
-7
0
GV.Ao
P-5 "AS-iW\L-T
C -r4.40
370.03
APPR
VEn ;=r)R
2
rn
City Enginew
[)at@
co
ri
cc
co
t-
In
in
7 4..In 2�
00 1+50
1+00
0+50
0+00
-0+50
-1+00
Road Profile 96th Place W - Storm and Sewer Utilities
scale: H 1"=40', V
85
36
5C