REVIEWED ENG K. Elise SPK. ELISE
SECTION 36, T.27N., R.3E., W.M.
CITY OF EDM ON DS
SNOHOMISH COUNTY, WASHINGTON 'f'� '
. _ r
DEDICATION APPROVALS ACKNOWLEDGMENTS % '
KNOW ALL MEN BY THESE PRESENTS THAT WE, THE UNDERSIGNED OWNER IN FEE SIMPLE AND EXAMINED AND AP V IS DAY OF ���E 2002. STATE OF WASHINGTON)
MORTGAGEE OF THE LAND HEREBY PLATTED, DO HEREBY DECLARE THIS PLAT AND DEDICATE )SS. '~ti
TO THE USE OF THE PUBLIC FOREVER, ALL STREETS AND EASEMENTS OR WHATEVER PUBLIC COUNTY OF SNOHOMISH) : ' •.
PROPERTY THERE IS SHOWN ON THIS PLAT AND THE USE THEREOF FOR ANY AND ALL PUBLIC '
PURPOSES, ALSO THE RIGHT TO MAKE ALL NECESSARY SLOPES FOR CUTS OR FILLS UPON EDMONDS CI ENGINEER I CERTIFY THAT I KNOW OR SATISFACTORY EVIDENCE THAT,RbBIN r�'''�IICHEL' IS THE'r
THE LOTS AND TRACTS SHOWN HEREON, IN THE REASONABLE GRADING OF ALL STREETS /' PERSON WHO APPEARED BEFORE ME, •A�ID'SAID PERSON 'ACKNOWL'EDGEF7'THAt HE OGNED
SHOWN HEREON, ALSO THE RIGHT OF ACCESS OVER THE LOTS AND TRACTS TO THE UTILITY EXAMINED AND APPROVED THIS DAY OF 1/NN� 2002. THIS INSTRUMENT, ON OATH STATEQ THAT HC pAS•, AUTHORIZES T13.-NECQTE T�iE INSTRUMENT
EASEMENTS AT ANY TIME FOR THE STATED PURPOSES. AND ACKNOWLEDGED IT AS THE PRESIDENT OF 'MICHEL CONSTRUCTLON, INC., A WASHINGTON
CORPORATION, TO BE THE FWE-AgD VOLUNTARYtiACi OF SUCHF 0,RTY FOR THE USES AND
IN WITN S WHEREOF, WE HEREBY SET OUR HANDS AND 'SEALS THIS �L DAY PURPOSES MENTIONED IN THE INSTRUMENT. r
OF 2002. EDM DS PLANNING DIRECTOR ti
DATED: <nA•r''
MICHEL CONSTRUCTION, INC. EXAMIN AND APPROVED THIS DAY OF (%UAII14 2002. '''•� ; �K IGN) TF�9R`,S
11Q, S�ONF
I% O
?►) oNOTARYR, ClCI O(PRINT)M OF EDMONDS 1
/
m • i
ROBIN W. MICHEL, PRESIDENT //�C NoYARY PUETFIC IN AD FAR STATE". F i : U N
/ :WASHINGTON, iRESIDING,AT
� FAY APPOfNTME41 EXPIRES D /
CITY BANK ATTEST, CITY CLERK 11
r•'• 1.29,0
STATE'' -OF WASHINGTOty)
BY: f �.C7G ~•
ITS: �P • •• COUNT"y OR SNOHOM4H)
1 HOLD HARMLESS AGREEMENT I CERT111Y THAT I'KNOW OR SATISFACTORY EVIDENCE THAT
' I� THE PERSON WHO APPEARED BEFORE ME, AND SAID _ PERS ACK LEDGED THAT 5
OWNERS, AND ALL PERSONS HAVING ANY PRESENT ,QR. SUBSEQUENT Q'1NNERSHIP INTERES■T'S•, -...SIGNED .'THIS INSTRUMENT, ON OATH STATED THAT �`t yVAS Q THO IZED TO EXECUTE
IN THESE LANDS, AND THE SUCCESSORS AND ASSIGNS OF' QWNERS OR OTHEfZrP,�TIES THE INSTRUMENT AND ACKNOWLEDGED IT AS THE
HAVING ANY SAID INTEREST, HEREBY AGREE T+fAT THE CITY OF EDMONDS SHALL OE HELD''', ' OF GIlY BANK TO BE THE FREE AND VOLUNTARY ACT OF SUCH PARTY FOR THE USES
HARMLESS IN ALL RESPECTS FROM ANY ANO ALL CLAIMS FOR DAMAGES FOR, INJUNCTIVE .... AAIE7 PURPOSES MENTIONED IN THE INSTRUMENT.
RELIEF WHICH MAY BE OCCASIONED NOW'OR IN THE FUTURE TO AOJA�ENT LAID OR
IMPROVEMENTS BY REASON OF THE CONSTRUCTION,-013114aTION ANI, MAINTENANCE OE; DATED:
EASEMENT PROVISIONS THE DRAINAGE SYSTEM, AND HEREBY WAIVE AND I#,ELEASE'�HE CITY'QF'-�DMONDS FARM
ANY ACT AND ALL CLAIMS FOR DAMAGES,-EXCLUDINQ DAMAGE CAUSEn SIQLELY BY AN
AN EASEMENT IS HEREBY RESERVED FOR AND GRANTED TO ALL UTILITIES SERVING THE ACT OR OMISSION OF SAID CITY, AND INJU9CTIVE RELLIEF WHICH THE O"ERK�, OR THEIR (SIGN) �,�•, �59►OM p4'•,�s Ip
SUBJECT PLAT AND THEIR RESPECTIVE SUCCESSORS AND ASSIGNS, UNDER AND UPON SUCCESSORS OR ASSIGNS,. MAY THEMSELVES -HAVE NOW OR IN jHE FUTURE B-(_�EASON. �>> // k/ '�•• O
THE EXTERIOR FIFTEEN (15) FEET PARALLEL WITH AND ADJOINING THE PUBLIC STREET OF THE CONSTRUCTION; MAINTENANCE AND OPERATION bF SAID DRAINAGE SYSTEM ""' (PRINT) 4cv4 hl �. 1-Zl IptSorl i m •O N®TARN m•;Z/�
FRONTAGE OF ALL LOTS IN WHICH TO INSTALL, LAY, CONSTRUCT, RENEW, OPERATE r ti_ j :U �'
NOTARY PUBLIC IN AND FOR HE STATE OF �
AND MAINTAIN UNDERGROUND CONDUITS, CABLES, PIPES, AND WIRES WITH NECESSARY ''ti WASHINGTON, RESIDING AT Lv (,c1/¢ // PUBILIC o
FACILITIES AND OTHER EQUIPMENT FOR THE PURPOSE OF SERVING THIS SUBDIVISION ; //
MY APPOINTMENT EXPIRES t �•'• / A� •.�
AND OTHER PROPERTY WITH ELECTRIC, TELEPHONE, GAS, TELEVISION CABLE, AND OTHER ''••� 14 9c�•.;29.�.�,..
UTILITY SERVICES TOGETHER WITH THE RIGHT TO ENTER UPON THE LOTS AT ALL TIMES �t��OF
FOR THE PURPOSES HEREIN STATED. - - ,�,,
WASM
r'
THE PRIVATE DRAINAGE EASEMENT ACROSS LOTS 8 AND 10, AS SHOWN HEREON, IS RESTRICTION-6 ' • ..
HEREBY RESERVED FOR AND GRANTED TO THE OWNERS OF LOTS 1, 2, 3, 4, 5, 6, 7 �.
AND 8 FOR THE PURPOSE OF OPERATING, MAINTAINING AND RECONSTRUCTING STORM ; SUBJEGt TO THE -TERMS AND CONDITIONS OF THAT CERTAIN "UTILITY EASEMENT AND
WATER FACILITIES, TOGETHER WITH THE RIGHT OF INGRESS AND EGRESS FOR SUCH .
PURPOSES. AGREC-MENT" :AS PjECORDE1._UN15%R SNOIfO_ MISH COUNTY AUDITOR'S FILE NO.
r , 120020131027�. r
2. SU$JECYTO T-14E TERMS AND GONDJQNS'OF THAT CERTAIN BENEFICIAL "ROCKERY
_ CONSTRUCTION E4EMENT, UTILIPY- EASEMENT AND AGREEMENT" AS RECORDED UNDER
SNOHWSH COUNT'' AUDITOR'S 4 LE NO. 200201310273.
3. tdBJECT TO THE TERMS AND 'CONDITIONS OF THAT CERTAIN "EASEMENT" AS RECORDED
U;[)ER SNQHOFASH COLJMTY AUDITOR'S FILE NO. 2027210.
4.r�; J�BJECT TO THE TERMS AND CONDITIONS OF THAT CERTAIN "WARRANTY DEED" AS
PRIVATE DRAINAGE MAIN TEN AN dE PAOVkSI`ON S '•�� RF_CORbED UNEiER SNOHOMISH COUNTY AUDITOR'S FILE NO. 2239006.
THE 50' PRIVATE DRAINAGE EASEMENT ACROSS LOTS'8 'AND- 10 IS 'PQR -THZ , BENEFIT :5. NO: LINES OR WIRES FOR THE TRANSMISSION OF ELECTRIC CURRENT OR FOR TELEPHONE
OF LOTS 1, 2, 3, 4, 5, 6, 7 AND 8. THE OWNERS OF SAIQ LOTS SHALL BE EQUALLIT■, ■, '.■I USX, CATV, FIRE OR POLICE SIGNALS OR FOR OTHER PURPOSES, SHALL BE PLACED OR
RESPONSIBLE FOR THE MAINTENANCE, REPAIR, AND/OR RE't✓ON%TRUCTION 01 THE P RMITTED TO BE PLACED UPON ANY LOT OUTSIDE THE BUILDING THEREON UNLESS
DRAINAGE FACILITIES WITHIN SAID EASEMENT. •r J f E SAME SHALL BE UNDERGROUND OR IN CONDUIT ATTACHED TO THE BUILDING.
' �'•� " ""' 6. CONDITIONS OF APPROVAL MUST BE MET AND CAN BE FOUND IN THE FINAL APPROVAL
' '■ ' � '■ FOR THE SUBDIVISION LOCATED IN FILE P-2001-22.
r` ~'� AUDITOR'S CERTIFICATE ti
FILED FO WRD AT THE RF�?U QF MICHEL CONSTRUCTION INC.
ti THIS tt//��11 DAY OF //VVL� 2002 AT Ag MINUTES
ti ti PAST . M AND R CORD IN VOLUME OF PLATS, PAGES
' ''.• r.•r AFN / 00 RECORDS OF SNOHOMISH COUNTY, WASHINGTON.
TREASURER'S CERTIFICATE •• LAND SURVEYOR'S CERTIFICATE AUDITOR, SNOHOMISH COUNTY DEP Y COUNTY AUDIT R
•''I HERESY CERTIFY TPAT ALL STATE%A4%COUNTY'TAXES FfRETOFORE LEVIED AGAINST THE
•PROPER T'y DESCRIBED HFKtl141. ACCOR6DING.TO THE BOOKS AND ECORDS OF MY OFFICE,
I.4AVE BEE14 FUL•L,Y PAID 'AND QISCHAR(3JED, INgLUDING TAXES. rj-- 19 -02_
_ •ti
ign�'n � I BY:775� q;Z-0-y
SNOHOMISH COUiNTY TfEASURER DEPU Y SNOH0_MISW COUNTY TREASURER
i-,' AC.CpRIUANCV. WiTfS RCW • ��-O�.1i40, -3 •••••• �O(
' :�0W YEkSON RECORDI14G A PLAT AFTER C.''��f �C�q�
4AY 31st Mli J$T•PAY ADVANCE TAXES m � •
:Z
.M
j THE NFXT YTAR.r X Q
r • (P ' 3
r'
d�ISH GOv
I HEREBY CERTIFY THAT THIS PLAT OF "K. ELISE" IS BASED UPON AN ACTUAL
SURVEY AND SUBDIVISION OF SECTION 36, TOWNSHIP 27 NORTH, RANGE 3 EAST, W.M.,
AS REQUIRED BY STATE STATUTES; THAT THE COURSES, ANGLES, AND DISTANCES ARE
SHOWN CORRECTLY THEREON; THAT THE MONUMENTS WILL BE SET AND THE LOT, BLOCK
AND TRACT CORNERS WILL BE STAKED CORRECTLY ON THE GROUND AS CONSTRUCTION IS
COMPLETED; AND THAT I HAVE FULLY COMPLIED WITH PROVISIONS OF THE STATE AND
LOCAL STATUTES AND REGULATIONS GOVERNING PLATTING.
�REIBER
P O. AND SURVEYOR
CERTIFICATE N . 22969
DATE
4004g06175004
IN NW1/4, NE1/4, SECTION 36, T.27N., R.3E., W.M.
LOVELL-SAUERLAND & ASSOCIATES, INC.
10400 33RD AVENUE W., SUITE 200
LYNNWOOD, WASHINGTON 98038 425.775.1591
LSA FILE NO. 4211
SHEET 1 OF 4
EX. 5/8" IRON PIN,
NO CAPS.
N 88'22'40" yy 0.15' N, 0.39' W
92.00'
N S6•
2gs8 3
A �0.2
2
41
EX. 5/8" IRON PIN,
NO CAP-
N 56'29'58" W-0.74',
3 S 33'30'02" E-0.24'
N 88'22'40" W
EX. 0.2' SQ. CONCRETE
MONUMENT WITH
TACK IN LEAD-
0.05' N, 96.22' E
2
1 227th �
9ROOKMr RE W ESY I PL. S. W. --
125' 25' 1 �
I 1 7 a
1 ( 7 REFER TO DETAIL ABOVE FOR '
1 0 1 INFORMATION ON IRON PINS '
o LOCATED ON NORTH PROPERTY LINES
EX. CASED CONCRETE -`� _ _ N 88'22'40" W (M,BW)
MONUMENT WITH TACK I I 328.65' (M) 92.00'
VISITED: 10-13-00 1 _ ^ N 88'27'30" W-328.57' (OLE1) 60 ►5 E N 88'22
o 2 0 23 25
2
o N l 7
u' o 3
co I uo I o %,
o
I po
W / 1 v` W �N \Y
'n 1n if w o
o �� 96th
1228th PL. W. c'
\ I ;n i�
Z o �- �•� N
Z N 88.25'18" w 4 PLACE W.
N N 88'25'18" W-189.10' (M) I 100.08' (M) Z I
in N 88'27'30" W-189.09' (OVE1)
04 gl N 88-27'30" W
,_�------� �--- �O 100.00' (OVE1)
EX. CASED CONCRETE 1 /
MONUMENT WITH TACK 1 EX. CASED CONCRETE a, 5
VISITED: 10-13-00 31 MONUMENT WITH TACK of 7
IN LEAD PLUG
1- I • I VISITED: 10-13-00 A�r� 6
I f .
of O
K. ELISE .
.' •'
SECTION 36, T.27N., R.3E., W.M. BASIS OF BEARINGS N
CITY OF EDMONDS N 88'22'40" W- NORTH LINE OF THE NE1 /4 OF ti
THE NE1/4 OF SECTION 36, T.27N., R.3E., W.M. W ti E
SNOHOMISH COUNTY, WASHINGTON PER THE PLAT OF "PINECREST" AS RECORDED IN li�� ■ f• ti
VOLUME 13 OF PLATS, PAGE 55, RECORDS OF •�
SNOHOMISH COUNTY, WASHINGTON •'' ' -r
.. S .
.'SCALE 1''=80.
' r
3 I I
-- P 1 N r r R r S 7
----I z
`TT/lye' L
Lo
1co 228th STREET_ S. W: o --�
)" W-236.65' o---------- ,L d.
-- — N 25 30
'N 88'22'4�0" W '(.M, P) r 1314.58' (M) 1314.31- (P) - -
•
36 31
EX. CASED 4"X4"
r.•' • •'ti :',.� .r�.l I CONCRETE MONUMENT
30' 30' I WITH 2" BRASS CAP 3 ' 3
i T L� VISITED: 10-13-00
... ,�•:� ��� �� NE CORNER OF w w
•. f .
SECTION 36
.•r / r r� r
/ F--: F-�
•ti wo • ■ �� •. / EX. CASED 2" CONCRETE
FILLED IRON PIPE WITH
I ��1y � It •.ti -0. / PUNCH MARK
Q / VISITED: 10-13-00
Lo
�f
25 25 / r . D��
0
.ti o j�•r �� / LEGEND
EX. IRON PIN WITH �.,..ti• - a0 ..'•� Z / /�$�� p �/ M =MEASURED BEARING AND/OR DIMENSION
CAP NO'D. 19640- / ,
0.10' W, 206.98' N
EX. 3/4" IRON PIN-
0. -
27' W, 150.18' N � /
•/
% 7 /
9
\� \ - ~• r ao '`� r r ,■ V,3F1' D�1� �3gC3 L /
r ; f • •� g 'F— EAST LINE OF THE
.•EAi MLTAL CA WITH ti, �ti •72%13� �13' ���1� � / NE1/4 OF THE NW1/4
■ - PAtNTEQ NOTE "COI7;� • �gg� �j// OF THE NE1 /4 OF
• S 15 27`. W, 0.70' SECTION 36
r' COS`
EX. CASED 1" PLUGGED IRON PIPE _ i,� 3�25;�G1135a8 E Ole/
VISITED: 10-13-00 —��� r: ti D, /
_ �M� � _ . /
'�=�3.5'�`• L,1134-, �•j ■ ' // EX. MONUMENT
FOUND IN
b OCTOBER 1978,
p-12'4B 34»
L=319.45' -7t.,
ti •'ti r-• HELD FOR LINE
R=1428.R=1428.89'(M) ti EX. CASEa 2"..0W
L r FILLED IRON PIPF WITH
•r IQLVEFTED 04L ~
■_ 1/ISITED: 10-1'3,-0a._ ( WZ
■ L
L
$TATISTI6S
. Z
EQUIRMENr:. LIETZ SIT 4 ELECTRONIC TOTAL STATION
L
METHOD: FIELD TRAVERSE
r
ACCURACY: C06ORMS TO WAC 332-130-090 EX. MONUMENT WITH BRASS CAP
-" FOUND IN OCTOBER 1978
MONUMENTS VISITED: 10-18-2000, UNLESS
OTHERWISE NOTED 232nd $T• S. W.
OLE1 = BEARING AND/OR DIMENSION PER PLAT OF -OLYMPIC VIEW ESTATES NO. 1", (VOLUME 18, PAGE 14)
BW = BEARING AND/OR DIMENSION PER PLAT OF "BROOKMERE WEST", (VOLUME 33, PAGE 10)
P = BEARING AND/OR DIMENSION PER PLAT OF "PINECREST", (VOLUME 13, PAGE 55)
SHM = BEARING AND/OR DIMENSION PER STATE HIGHWAY MAP
"MP 25.90 TO MP 27.39, EDMONDS: 5TH AVE. TO 236TH ST. S.W."
• = EXISTING PIN AS NOTED
O = EXISTING MONUMENT AS NOTED
LEGAL DESCRIPTION
THAT PORTION OF THE EASTERLY HALF OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF THE
NORTHEAST QUARTER LYING NORTHERLY OF S.S. HIGHWAY NO. 1-W (ALSO KNOWN AS EDMONDS WAY),
SECTION 36, TOWNSHIP 27 NORTH, RANGE 3 EAST OF THE WILLAMETTE MERIDIAN; IN SNOHOMISH COUNTY, WASHINGTON;
EXCEPT COUNTY ROADS; AND,
EXCEPT THAT PORTION OF THE EAST HALF OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF THE
NORTHEAST QUARTER OF SECTION 36, TOWNSHIP 27 NORTH, RANGE 3 EAST, WILLAMETTE MERIDIAN, DESCRIBED AS FOLLOWS:
COMMENCING AT THE NORTHWEST CORNER OF SAID SUBDIVISION; THENCE SOUTHEASTERLY IN A STRAIGHT LINE TO A POINT
WHICH IS 35.0 FEET EAST AND 22.0 FEET SOUTH OF THE POINT OF BEGINNING; THENCE NORTHEASTERLY IN A STRAIGHT LINE
TO A POINT ON THE NORTH LINE OF SAID SUBDIVISION WHICH IS 92 FEET EAST OF THE POINT OF BEGINNING; THENCE WESTERLY
ALONG SAID NORTH LINE 92 FEET TO THE POINT OF BEGINNING.
A F N zoozo6lgsoo
IN NW1/4, NEi/4, SECTION 36, T.27N., R.3E., W.M.
LOVELL-SAUERLAND & ASSOCIATES, INC.
19400 33RD AVENUE W., SUITE 200
LYNNWOOD, WASHINGTON 98036 425.775.1591
LSA FILE NO. 4211 SHEET 2 OF 4
I �
B R O O K �A r R r W r S T I 30' 30' I N
K. ELISE '
W E SECTION 36, T.27N., R.3E., V/. M.
EXISTING 4' IN'
FENCELINK \�� 0 CITY OF EDMONDS„%. •ti
N 88'22'40" W N
25 -Q - S SNOHOMISH COUNTY, WA-�SH'Nrm ON
0.3' N 228th
29 — p•23 ` N 88'22'40" W-236.65' STREET S. W. 0
EXISTING 6' j ��s s8� N 1 60�5 too.5t' - o - N SCALE . 1"=50' • '
WOOD FENCE s 4- � 99.58'—�"--------
VARIES FROM �g96 Z 9 0- o 1 I '�•
0. 4' W TO r' z ``� 1 I . r • . , ' ■ ''' ti .. .
0.7' W �n �s 2 ``' - I o I S. ID Op• 0' 10' 20' 30' 40' 50' 75' 100'
3 s 'so. 8,000 SF o r� 1 - • ~
6'� N EX. ROCKERY ti
WOOD SHED 8,072 SF 0 8,090 SF v •oo EASEMENT ,
o / oo I PER A.F. NO. r'
0.7' W Q\�6 p p_78'27'01, z r 200201310273 -- ■.1' •ram' '�
N 4S• S0, L=61.61' s Na hcp / / r�aj(0-
/ IV
f s9 s>y w R / �' ��� "h ' a5o° °�6 I .o`� �Z e"ss. • - '•ti - �' ....r
tt1 EXISTING 6' �p - R' o \ 2 7,3 ti_
96th PL. W. d ss r
WOOD FENCE 15' UTILITY �2 .0p, 122.E / 4 /per .0 \ 00,8 - SCALD 1'r; 15'
VARIES FROM 43*
EASEMENT N 88'22'40" W /1$y°� N-r •R "
0.4' W TO TYPICAL 1 C 49 78' O 10' CITY OF EDMONDS _
0.7 W 00 �'' 0 i / DRAINAGE EASEMENT 4Q& ti ' '
L-40 5a' 38' �\ �r�'S R=135 I SEE DETAIL ON 20 60 2„ e /o� i ' . 0' . •4' 10;. I 1ti. .
4 �5 \ 41 � � � .I SHEET 4 OF 4
tt - 8,100 SF " \ f 00' 4�g044. 8 I EXISTING 5.5' R3r7 N •,34'08.22" E'' r'
16 695 SF II WOOD FENCE �`� 1 ~,
0 `1 7 r '•16.31'
r`L���� � N Q� \�i �% �3pS .. � VARIES FROM / `S�"
tLl EXISTING 5' 1`� �,'r5 �0.'d'��� 1r' S , 0. 3' W TO 0. 5' W �. •, J
_ co
CHAINLINK FENCE �� �° N Z I `_-)
VARIES FROM 0.4' W ry�v %� I rr O,ZLys / / to N 34.
AT NORTH END TO 5�>� / / �OPG r ' •• 0822 ti
3.0' W AT SOUTH END 11,611 SF �z 6 o=I / 7 >ts / I o �� 'E%D OF 1 1 , F SSS�,
L) 11,005 SF ,.ri L i 8,658 SF 1z• \ 20° 0 \ '� �'
/ f ..•�'�••., TOP OF'SLOPE
15' SETBACK ;h" /may, .% I �' / i �\ � 00 \, �' / c��F'JFF ?0
SEE DETAIL /� SSA %C i �\ 50' z ... O• 'S� '' 60' F i
y
ON SHEET �' 0 PRIVATE . • r Q�y • ��O r' �c, / / r
1 1 N 34'08'22" E
4 OF 4 = / / : / J rn i ` i� DRAINAGE
/ 00 ,> EASEMENT %. ! ..... ry o 16.31'
1 �� 11 I / / I TO BENEFIT•. a a /
j�i / ��/: / / �/ I LOTS 1-8 '' ''� h / �� �,� tiR 8
EX. 50' P.U.D. NO.
o / Sv°Pi 52 // �' w I OF SNOHOMISH COUNTY '. - r N 5 END
74
OF 26 / L - 1w N TRANSMISSION LINE , . - 4�42'28" / / OF TOP s
SOP N 65 / / ,�' 3 of a I EASEMENT PER '� 14•57' E / OF SLOPE
w o \ rA.'F. Np. 2027210 Q� ti ..... _� / r0r
J6 EM�NE� OFF / j //i > 3 } Z w/PS��°2� '.% •11,Ly F' / / / ��
�p5 SNE pQ / 0 v w o- w w I v:------- -�✓
wnF,�'F•
1° z 019
a z 36-
0 LL1 0 i 11i /L0
7
-1, o1 Q
o�Fo '' I ��`, - �' • ti • , P / • • r 5 / ZZ 9° o
'47,923 SF_ _
N 88'22'40" W / 1�
1 i /
1 80.00 60 2Gj 1
15' SETBACK FPO �° i / L'r'' i _ ' '' .�/ N 6 /
SEE DETAIL ON i /
L ----- SHEET 3 OF 4 %
C 1 SCALE 1 "=30'
1
9 i� i D'11 _'�� 5� ,r TOP
10,293 SF 15' UTILITY , 19
��5 �r / o� OF SLOPE 0' 15' 30'
ci ,� EASEMENT �D ' - , •1 l 1
� 0 00 TYPICAL 'i' .'
ILLI
1 N
0.
oe
1 ice, _ , L '' �`� j ..
/
(���
�- 01
-000"/ . r'
/ .. 22969
L LAID
EXPIRES 10-15-03 b
'%
'L LEGEND
L
",STEEP SLQPE, PRQTeCTION EASEMENT Qo = SET 4" X 4" CASED CONCRETE MONUMENT
L WITH 1-5/8" BRASS DISK WITH "X" AFN
THEN STEEP SLOPE AREA AND'•ITAUFFER AS SHOWN ON THIS MAP ARE TO BE PROTECTED AS FOLLOWS:
SSB = STEEP SLOPE BUFFER IN N W 1/ 4 N E
NO BUIt_DJ�GS ARE ALLOWED WITHIN 15 FEET OF THIS EASEMENT UNLESS A STEEP SLOPE EXEMPTION IS , 1/ 4 , SECTION 36, T.27N., R.3E., W.M.
t APPROVED AS PROVIDED FOR IN ECDC SECTION 20.15B.110.D.2. NO YARDS, DECKS, GRADING OR OTHER NOTE:
•pEVELOPMENT IS PEI&IITTED IN THE EASEMENT UNLESS A STEEP SLOPE EXEMPTION IS APPROVED AS LOVELL-SAUERLAND & ASSOCIATES INC.
DESCRIBED ABOVFj-• NO MODIFICATION TO THE LANDSCAPING IS PERMITTED WITHOUT SUBMITTING A PLAN
TO'TH� PLAN M{ DEPARTMENT FOR APPROVAL. ALL LOT CORNERS AND THE INTERSECTIONS/CORNERS 19400 33RD AVENUE W., SUITE 200
-" OF THE 15' SETBACK FROM THE STEEP SLOPE BUFFERS
NOTE, A PRELIMINARY GEOTECHNICAL REPORT WAS COMPLETED WITH THE PLAT TO ESTABLISH THAT WILL BE MARKED WITH 1/2" X 24" IRON PINS WITH LYNNWOOD, WASHINGTON 98036 425.775.1591
SOIL COMPOSITION AND CHARACTER MEET THE CRITERIA FOR A STEEP SLOPE EXEMPTION. PLASTIC CAPS NO'D. 22969, AS CONSTRUCTION IS COMPLETED
LSA FILE NO. 4211
SHEET 3 OF 4
SCALE : 1 "=50'
0' 10' 20' 30' 40' 50'
R=135.00'
L=99.16'
A= 42'05'01 "
50'
rN
7-6 23159
GL � w 10' CITY OF EDMONDS 1I
o III DRAINAGE EASEMENT
Ln
-
o ,n
z
2
50' PRIVATE —
DRAINAGE EASEMENT
TO BENEFIT
LOTS 1-8
R= 45.00'
L=7.54'
A=9'35'39"
1�
R=45.00'
L= 7.54'
A= 9'35' 38"
� /�7.5'
SCALE : 1"=50'
0' 10' 20' 30' 40' S0'
i
O
sr�\ \S,
N 89'29'57" W
58_86' —
7 ,��• s 04
.6' N 5g .
N89'29'57"W
1.72' 30.33'
N89'29'57"W -
2 �
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SECTION 38, T.27N., R.3E., W. M.
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IN N W1/4, NE1/4, SECTION 36, T.27N., R.3E., W.M.
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— — — — o >>oo?>> LOVELL-SAUERLAND & ASSOCIATES, INC.
F
9
19400 33RD AVENUE W., SUITE 200
LYNNWOOD, WASHINGTON 98038 425.775.1591
LSA FILE NO. 4211
SHEET 4 OF 4