260 BEACH PL.PDFIIIIIIIIIIIIII
10214
260 BEACH PL
-7p L
ADDRESS:
TAX ACCOUNTIPARCEL NUMBER: c;-o 0 cf)c;�--5 00-4 oc-100
BUILDING PERMIT (NEW STRUCTURE):
COVENANTS (RECORDED)
CRITICAL AREAS:— lqqq,— DETERMINATION: F] Conditional Waiver 34
DISCRETIONARY PERMIT #'S:
DRAINAGE PLAN DATED:
PARKING AGREEMENTS DATED:
EASEMENT(S) RECORDED FOR:
PERMITS (OTHER):
PLANNING DATA CHECKLIST DATED:
SCALED PLOT PLAN DATED: e-- �-
SEWER LID FEE $: LID 9:
SHORTPLAT
SIDE SEWER AS BUILT DA
SIDE SEWER PERMIT(S)
GEOTECH REPORT DATED:
STREET USE / ENCROACHMENT PERMIT #:
FOR:
WATER METER TAP CARD DATED:
LOT:
BLOCK:
L\TEMP\DS'Ps\Fonns\Street File Checklist.doc
CONTROL POINT DATA TABLE (MEASURED)
POINT NORTHING EASTING ELEVATION DESCRIPTIOtt��..,�*:
2
299332.42
1258713.98
12-66
ENCASED
MONUMENT
10
299421.99
1258645.18
12.38
ENCASED
MONUMENT
11
299589.58
1258799.39
12.98
REBAR &
RED CAP
31
299592.60
1258886.31
11.99
HUB & TACK
32
299502.15
1259028.53
11.13
SPIKE &
WASHER
33
299501.97
1259039.57
AXLE
34
299503.23
1258845.07
12.93
PK NAIL
35
299507.18
1258892.66
11.60
PK NAIL
DRAINAGE STRUCTURE DATA TABLE
SLOT #1, RIM = 13.1
BOTTOM - 12.3
SLOT #2, RIM 13.1
6" PVC SW, It 12.0
SLOT #3. RIM 13.12
6 to PVC NE, It 12.1
SLOT #4, RIM 13.11
BOTTOM = 12.2
SLOT #5, RIM = 13.13
BOTTOM = 12.5
SLOT #6. RIM 13.12
6" PVC SIN, IE 1121
SLOT #7, RIM. 13.12
6" PVC NE, It 12.1
SLOT #8, RIM - 13.14
BOTTOM = 12.3
CBMH #1, RIM 13.12
8" PVC E. IE 8.5
6- PVC SW, It 11.3
6" PVC NE, It 11.7
8" PVC NW. It 11.6
8' PVC W, IE = 7.1
8" PVC SE, It. 6.9
CBMH #2, RIM 13.12
6" PVC NE, It 11.0
6" PVC SW, It 11.1
4" PVS SE, It 10.6 CB
8" PVC W. It = 11.9
8" PVC W. It = 8.8
CBM14 #3, RIM = 10.39
24" CONC SW, It = 6.7
12* CONC NW, It - 6.8
12" CONC N. IE = 6.7
CBMH #4, RIM - 10.62
24" CONC NW, It = 5.5
12" CONC SIN, It - 5.2
12" CONC W, It - 5.7
CB #1. RIM 13.14
6" PVC NE. It - 11.7
4" PVC S, It -. 10.8 Lo
0
CB #2, RIM = 13.20
6" PVC NE, It �- 11.5 3-SCVs
2-WMs PAR
CB #3, RIM = 11.72 crn
6" PVC SE, It 10.2 TJI3
4" PVC NE, It 10.4 NCRETE
8" PVC W, It - 10.3 UT ITY VAULT
4" PVC SW, It = 10.4
CB #4, RIM t-- 11.32 LANTER
6" PVC NW, It - 10.5 RM #10
CB #5, RIM = 10.76
8" PVC NW, It = 8.1
12" CONC SE, It = 8.3
8" PVC SW, It - 8.3
CB #6. RIM - 10.28
12" CONC NW, It = 8.�
PIPE TO SW IS CAPPED
SSMH, IM - 15.32
CB #7, RIM. - 10.87' 6" PVC E & SW.
R
8" PVC Nk It = 9.0 CENTE I ANNEL IE 5.0
8" PVC NE, It - 8.9 8-
SUMP PUMP 2" PVC
SE, It = 9.8
CI3 #8, RIM - 10.69
12" CONC NW, It = 8.1
12" CONC SE. It - 7.8
CB #9, RIM = 10.8*6
12* CONC E, It 8.4
12" CONC W. It 8.7
CB #10, RIM = 10.42
4" PVC SE. IE = 9.3
CB #11, RIM - 11.39
8" CONC E, It = 9.2
CB #12, RIM - 11.04
6" CONC S, It - 9.4
YD #1. RIM - 11.79
YD #2, RIM - 11.77
YD #3, RIM - 12.20
.3" PVC N, It = 11.4
YD #4. RIM - 12.49
C3
Q,
8" PVC CULVERT,
It = 11.6
8" PVC CULVERT
WfTH TRAP,
It = 8.8
"NO DOGS
ALLOWED"
FIRE PROTECTION
CONNECTION PIV 2-EJBs
"AbmiRAL MI.
"DAYTON ST"
RM #2
SSMI-1. RIM 12.08
A 6" PVC S & NW,
q��IANNEL It 3.9
8" PVC CULVERT,
It = 11.6 .
8" PVC CULVERT
WITH TRAP,
It = 8.6
CB #12
VsTop-
SLOT #1
rSLOT #2
GRASS
SEE NOTE" 14
BUILDING
PARCEL #27032300400700
GEORGE J. MATUSKA
SEE NOTE15
SSMH. RIM = 11.64
UNSIZED NE, SE, & SW
CENTER CHANNEL It = 6.5
CARPORT
SURVEY NOTES
NOTE 1: FOUND REBAR & CAP, "22969" "12055".
0.1' SOUTHWESTERLY OF PROPERTY CORNER
NOTE 2: FOUND REBAR & CAP, -"LSA 12055,
22969". 0.1' SOUTHWESTERLY OF PROPERTY CORNER
NOTE 3: FOUND NAIL & WASHER, "12055. 22969'.
1 - EAST OF PROPERTY CORNER
NOTE 4: FOUND NAIL & WASHER. "12055, 22969'.
0; l.' EAST OF PROPERTY CORNER
NOTE 5: BUILDING #264 CORNER"IS ON
GOVERNMENT MEANDER LINE, EAVE ENCROACHES 1.5'
NORTHWESTERLY. OF GOVERNMENT MEANDER LINE
NOTE 6: EAVE OF BUILDING #260 ENCROACHES 0.3'
SOUTHWESTERLY OF PROPERTY LINE
NOTE 7: EAVE OF BUILDING #260 ENCROACHES 0. 1'
SOUTHWESTERLY OF PROPERTY LINE
NOTE 8: EAVE OF BUILDING #264 ENCROACHES. 0.1-
SOUTHWESTERLY OF PROPERTY LINE
SURVEY NOTES
NOTE 0: EAVE OF BUILDING #264 ENCROACHES 0.2'
SOUTHWESTERLY OF PROPERTY LINE
NOTE lo: FOUND REBAR & CAP, "9567
.CHENOWETH". 0.1' SOUTHWESTERLY OF PROPERTY
CORNER
NOTE 11: BUILDING #260 CORNER IS S.6'
NORTHWESTERLY OF GOVERNMENT MEANDER LINE,
EAVE ENCROACHES 4.3' NORTHWESTERLY OF
GOVERNMENT MEANDER LINE
NOTE 12: BUILDING #258 CORNER I S 0.5'
NORTHWESTERLY* OF GOVERNMENT MEANDER LINE,
F-AVE ENCROACHES 1.6' NORTHWESTERLY OF
GOVERNMENT MEANDER LINE
NOTE 13: EAVE OF BUILDING #260 ENCROACHES 0.8'
NORTHEASTERLY OF PROPERTY LINE
NOTE 14: BUILDING CORNER ENCROACHES 0.1'
SOUTHWESTERLY OF PROPERTY LINE
NOTE 15: CARPORT CORNER ENCROACHES 2.3'
SOUTHWESTERLY AND 0.7 NORTHWESTERLY OF
PROPERTTY LINE
PARCELS & OWNERS
BUILDING 258: -
PARCEL #27032300400500
JOHH A. STEED
BUILDING 260:
PARCEL #27032300400400
GUIRGUIS K. ELSHARAWY
BUILDING 264:
PARCEL #27032300400300
CITY OF EDMONDS
/ RM #32, SPIKE & WASHER, LEGEND
BUILDING .4 SSG-22-43-W. 0.04' FROM
MEASURED POSMON TO' CALCULATED
POSMON.
RM #�3, AXLE, ENCASED MONUMENT
N86*51'11"W, 0.03' FROM 0 AXLE
MEASURED POSMON TO CALCULATED
POSMON. 0 REBAR & CAP
GV JL HELD CALCULATED POSMONS FOR + PK NAIL OR NAIL & WASHER
-/RM #33 OR SPIKE & WASHER
LINE BOUNDA . RY (AS DESCRIBED)
RM #32 HUB & TACK
El CB CATC H BASIN
ASPH�d 0 YD YARD DRAIN
CBMH CATCH BASIN MANHOLE
SSMH SANITARY SEWER MANHOLE
-BEACH PL- 0 CO CLEANOUT'
-0- PP POWER POLE
LIGHT POLE
ov E- GUY ANCHOR
M ELECTRICAL TRANSFORMER
EM ELECTRICAL METER
EJI3 ELECTRICAL JUNCTION BOX
TJB TELEPHONE JUNCTION BOX
JB JUNC71ON BOX
GV GAS VALVE
IIZ� 12 GM GAS METER
0
111 WM WATER METER
'IF
C2 -6 FH FIRE HYDRANT
M PIV POST INDICATOR VALVE
SCALE IN FEET M SCV SPRINKLER CONTROL VALVE
C3 MB MAILBOX
20 0 20 40
M- SIGN
C20 ROCKERY
DECIDUOUS TREE
X x FENCE LINE/HANDRAIL
P OVERHEAD POWER LINE
D STORM DRAIN LINE
SANITARY SEWER LINE
DATUMS:
HORIZONTAL DATUM: NAD 83/91
vr-mimAL- uAium: mvu 00
R
BENCHMARK: N-7. RESET 1956, BRASS DISK U.S.C.&G.S. MONUMENT SET
3 ON TOP OF CONCRETE RET*AINING WALL OF A FLOWER BED, 3.4' NORTH OF
4- THE NORTH CORNER OF EDMONDS' AMTRACK RAILROAD STATION.
-1 ELEVATION - 13.52 FEET
NOTES:
16. THE UTILITIES. SHOWN ARE BASED SOLEY ON OBSERVATION 07
SURFACE FEATURES. nELD LOCATIONS MUST BE VERIFIED PR*.' TO ANY
CONSTRUCTION. CALL 1-800-424-5555 FOR THIS VERIFICATION.
17. THIS SURVEY WAS MADE WITHOUT THE BENEFIT OF A TITLE REPORT
AND DOES NOT PURPORT TO SHOW ANY EASEMENTS OR OTHER ITEMS OF
RECORD.'
18. . BOUNDARY CALCULATIONS WERE BASED ON RECORD OF Sl:RVEYS,
RECORDING NUMBERS 7809260242, 7905110159, AND 9310205003.
RECORDS OF SNOHOMISH COUNTY' WASHINGTON.
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EXPM 3/20/06
V. SCALE
RECEIVED SHEET
MAY 3 2005
.ENGINEERING DIVISION OF.' SHEETS
1:\22\2005\005\003\2505-003.DWG TASK.ORDER NO.
003
SURVEY NOTES
NOTE 1: FOUND REBAR & CAP, "22969" "12055", OX
SOUTHWESTERLY OF PROPERTY CORNER
NOTE 2: FOUND REBAR & CAP, "LSA 112055,� 22969".
OX SOUMWESTERLY OF PROPERTY CORNER
NOTE 3: FO . UND NAIL & WASHER," * 12055, 22969",
0. V EAST OF PROPERTY CORNER
NOTE 4: FOUND NAIL & WASHER, "12055, 22969",
0. V EAST OF PROPERTY CORNER
NOTE 5: BUILDING #264 CORNER IS ON GOVERNMENT
MEANDER LINEP- EAVE ENCROACHES -11.5' NORTHWESTERLY
OF GOVERNMENT MEANDER LINE
NOTE,6: EAVE- OF BUILDING #260 ENCROACHES 0.3'
SOUTHWEST. ERLY OF PROPERTY LINE
NOTE *7: EAVE OF BUILDING #260 ENCROACHES OX
SOUTHWESTERLY OF PROPERTY LINE
NOTE 8: EAVE OF BUILDING #264 ENCROACHES 0.1'
SOUTHWESTERLY OF PROPERTY LINE
NOTE 9: EAVE OF BUILDING #264 ENCROACHES 0.2'
SOUTHWESTERLY OF PROPERTY LINE
NOTE'10: - FOUND REBAR & CAP, "9567 CHENOWETHI%
OX SOUTHWESTERLY OF PROPERTY CORNER
REFERENCES
SEE NOTE 10—
SEEAOTE 2
SEE NOTE .9 BUILDING
#260
N52*54'1 8"E 25.00.
(N51'39'E 25' DESC) SEE NOTE 6
TRACT 3, WALKER -BELTS SUBDIVISION! SEE NOTE 7
(AN UNRECORDED PLAT) SEE NOTE I S471 7'04"E 7.2
AREA = 1,409 SQ FT BUILDING S48*28'E .5' ESC
0.03 ACRES 8264
LEGEND
S
ENCASED MONUMENT
0-
AXLE'
0
R.EBAR & CAP
+
PK NAIL OR NAIL & WASHER
OR SPIKE &.WASHER
(AS DESCRIBED). -
"'SEE NOTE 9 4,
FOUND 1.5" AXLE,
(4,. > 1.0' DEEP
d> ir(q. , ov, FOUND SPIKE & —
"RM 4561"
WASHER,
\FOU D ' *5 " A
' 0 DEEP
F6U D SPIKE
xzw 6 'o SEE NOTE 3 WASHER "RM
S5Z5,Vl8-W .25.00- (S5V39'W 25' DESC)
SEE'NOTE 8
SEE NOTE 4
N5Z54'18"E 3.00'. (011*39' DESC). GOVERNMENT LOT 2
N;9705'27 91.54- N89*05'27"W 191.16' GOVERNMENT LOT LINE
RECORD OF SURVEY REC. NO. 9310205003' LEGAL DESCRIPTION: (SB9'47-W DESC) GOVERNMENT LOT 3
RECORD OF. SURVE� REC. NO. 7809260242 (PER. CHICAGO - TITLE INSURANCE COMPANY ORDER - N6. 5716630 DATED APRIL 7, 2005.)
RECORD OF SURVEY REC. NO. 7905110159 THAT PORTION OF GOVERNMEN I T LOT 2 'OF SECTION 23, TOWNSHIP 27
NORTH, RANGE 3 EAST OF WILLAMETTE- MERIDIAN, MORE PARTICULARLY
DESCRIBED AS FOLLOWS:
POINT OF INTERSECTION OF TH
STARfING'AT THr E SOUTH LINE OF
SAID GOVERNMENT LOT'2 WITH THE WESTERLY LINE OF THE
RIGHT—OF—WAY OF THE GREAT NORTHERN RAILWAY; THENCE SOUTH
Zv
-89*4V WEST,ALONG SAID LOT LINE 191.16 FEET- THENCE NORTH 4, 0'
-EEr TO THE. POINT OF BEGINNING OF THIS A./
t 51*39' EAST 3
DESCRIPTION; THENCE NORTH 48*28' WEST* 57i.5 FEET TO'THE
GOVERNMENT MEANDER LINE; THENCE NORTH 5*1*39' EAST ALONG
SAID'MEANDER LINE'25 FEEr-, -THENCE SOUTH 48'28' EAST 57.5
4,000, FEET; THENCE SOUTH, 51*39' WEST . 25 . FEET TO THE POINT 'OF
SCALE IN FEET BEGINNING.
A�l
-A
40 WALKER—BELTZ SUBDIVISION, AN 0/
0 20 (ALSO KNOWN 'AS TRACT 3 OF
20 0
FOUND ENCASED CONCRETE 0
MONUMENT WITH 2.5" BRASS. UNRECORDED. PLAT.)
DISK WITH "X", OX DEEP
N SITUATED- IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON.
vo
BASIS OF BEARINGS:
NAD-83/91, THE BEARIN . G FROM THE MOST NORTHERLY MONUMENT -AT THE lecP
cp
/INTERSECTION OF 'DAYTON ST AND ADMIRAL WAY TO THE MONUMENT AT THE
INTERSECTION OF DAYTON ST AND THE GOVERNMENT MEANDER LINE IS
N37'31'42"E
ir
NOTES:
11. THIS SURVEY MEETS OR EXCEEDS� THE STANDARDS SET FORTH IN. RCW
58.09 AND WAC 332.1300-090. THE GROUND SURVEY WAS PERFORMED
APRtL/MAY 2005 USING LEICA 5 SECOND TOTAL STA71ON INSTRUMENT BY Al
COk�tNTIONAL TRAVERSE METHODS. 6PS 'CONTROL WAS PERFORMED IN'
1998 USING TRIMBLE 2000SI RECIEVERS.
ex
12. PROPERTY SUBJECT TO THE RIGHT. OF OTHER OWNERS OF THE
SUBDIVISION TO USE THE SOUTHERLY 7.5 FEET THEREOF FOR ROAD
PURPOSES AS DISCLOSED BY DEED RECORDED SEPTEMBER 14.-1933
f4
UNDER AUDITOR'S FILE NUMBER 533168.
FOUND ENCASED CONCRETE 13. PROPERTY SUBJECT TO THE.RIGHT OF THE STATE OF WASHINGTON IN RECORD OF SURVEY FOR
AND To THAT PORTION, IF ANY, OF THE OF THE PROPERTY WHICH LIES/
ADMIRAL VAY MONUMENT WITH 2.5" BRASS %�,�ELOW THE LINE . OF'ORDINARY HIGH WATER OF PUGET SOUND. - - - - - - A%wftN mum'oft
DISK'WITH. "X% OX DEEP rlr4k Mu
I T Y OF Eu
-23, T.27N., R.3E., W.M.
RECORDING -CERTIFICATE A.F.NO. SURVEYORS CERTIFICATE /4, S E .1/4, SECTION
IN THE SW 1
COUNTYt WASHINGTON
FILED FOR RECORD 13Y JERRY. J. FRANKLIN THIS —DAY OF THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER EDMONDS, SHOHOMISH
EY
20— A.D., AT.:-- MINUTES PAST VOLUME MY. DIRECTIONAN CONFORMANCE. WITH THE REQUIREMENTS OF.THE SURVEY --- 728 136. SIM.1 51 - SuRe 200 F - mmm.
CONFORMED'COPY 855E
,COUNTY, RECORDING ACT, AT THE REQUEST OF CITY OF.EDMONDS IF71
—OF SURVEYS ON PAi 200505125249 1 PG % — — - -
...,rsT ... Evere% Woomft. 98204 OF. suiiF
164Y 20P-5.
WASHINGTON. :05-12-2005 ll:i6m $85.00 THIS�_�. DAY. OF. 1, Ph:'425 741-39 MAY 20C
z Ewa=
q I APRIL/
,SNOHOMISH COUNTY, WASHINGTON
EVM 3/20/00 DAN ORM CKMKM fff WE CMKM sm ALE NO.
L.S. NO. -05-005-00
37527 .22
COUNTY AUDtTOR DEPUTY AUDITOR REGIST_ERfD LAND S FIRVEiONR AWP 05-06.;-05 JJF wAkla 1 20 smmT_ OF t
2WI69
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