012-18 - Resolution - Granting Final Plat Approval for 47-Lot and Three Tract Plat Known as Eldon Trails Division 4RESOLUTION NO.012-18
A RESOLUTION OF THE CITY OF PORT ORCHARD, WASHINGTON, GRANTING
FINAL PLAT APPROVAL FOR A 47-LOT AND THREE TRACT PLAT KNOWN AS
ELDON TRAILS DIVISION 4.
WHEREAS, on July 26, 2007, the Kitsap County Hearing Examiner approved the
preliminary plat for a subdivision known as McCormick Woods Preliminary Plat/PUD Phase V;
and
WHEREAS, on February 17, 2012, the City of Port Orchard Community Development
Director issued a SEPA Mitigated Determination of Non -Significance for the McCormick Woods
Phase V Development as a requirement of the Final Environmental Impact Statement (FEIS) for
the Planned development of ULID #6; and
WHEREAS, on February 14, 2017 the first Division of the McCormick Woods Phase V
plat, now named Eldon Trails Division 1, for the subdivision of 33 lots, 19 tracts and public right-
of-way received final plat approval from the City Council and was subsequently recorded with
the Kitsap County Auditor; and
WHEREAS, on May 9, 2017 the second Division of the McCormick Woods Phase V
preliminary plat, now named Eldon Trails Division 2, for the subdivision of 54 lots, 5 tracts, and
public right-of-way received final plat approval from the City Council and was subsequently
recorded with the Kitsap County Auditor; and
WHEREAS, on June 13, 2017 the third Division of the McCormick Woods Phase V
preliminary plat, now named Eldon Trails Division 3, for the subdivision of 38 lots, 3 tracts, and
public right-of-way received final plat approval from the City Council and was subsequently
recorded with the Kitsap County Auditor; and
WHEREAS, on January 12, 2018 an application was submitted for the final plat of the
fourth Division of the McCormick Woods Phase V preliminary plat, now named Eldon Trails
Division 4, for the subdivision of 47 lots, three tracts, and public right-of-way; and
WHEREAS, the Director of Public Works has determined that the proposed means of
sewage disposal and water supply are adequate and recommends approval of the final plat;
and
WHEREAS, the City Engineer recommends approval of the final plat; and
WHEREAS, the City Community Development Director recommends approval of the final
plat; and
Resolution No. 012-18
Page 2of2
WHEREAS, the City Council finds that Division 4 of the McCormick Woods Phase V plat,
now named Eldon Trails Division 4, conforms to all terms and conditions of the preliminary plat
approval and that said subdivision meets the requirements of Chapter 58.17 RCW and other
applicable state laws and local ordinances; and
WHEREAS, the City Council finds that Eldon Trails Division 4 conforms to the applicable
zoning requirements and Port Orchard's Comprehensive Plan; now, therefore;
THE CITY COUNCIL OF THE CITY OF PORT ORCHARD, WASHINGTON, HEREBY RESOLVES
AS FOLLOWS:
THAT: The Port Orchard City Council approves the final plat for Eldon Trails Division 4,
as illustrated and as legally described in Exhibit A, attached hereto; and
FURTHER THAT: The Eldon Trails Division 4 subdivision shall be governed by the terms
of approval of the final plat, and the statutes, ordinances, and regulations in effect at
the time of approval for a period of five years after final plat approval unless the City
Council finds that a change in conditions has created a serious threat to the public
health or safety in the subdivision.
PASSED by the City Council of the City of Port Orchard, SIGNED by the Mayor and attested
by the Clerk in authentication of such passage this 131h day of March 2018.
i
Robert Putaansuu, Mayor
��RT OR�fr�,
ATTEST: ae°'. ,. p . .
o� RqT�
Fo O
. SEAL o:
Brandy Rinearson, C, ity ClerkcPj
ELDON TRAILS DIVISION 4
A PORTION OF THE SE 1/4 OF THE SE 1/4 OF SEC. 04, TWP. 23N., RNG. 1E. W.M.
CITY OF PORT ORCHARD, KITSAP COUNTY, WASHINGTON
TIO N:
KNOW ALL EN Y THESE PRESENTS THAT WE, THE UNDERSIGNED OWNERS IN THE
FEE SIMPL OR CONTRACT PURCHASER AND MORTGAGE HOLDER OF THE LAND HEREBY
PLATTED HER Y DECLARE THIS PLAT AND DEDICATE TO THE USE OF THE PUBLIC
FORE V AL TREETS AND AVENUES SHOWN THEREON AND USE THEREOF FOR ALL
PU C P OSES NOT INCONSISTENT WITH THE USE THEREOF FOR PUBLIC HIGHWAY
RPOS ALSO -THE -RIGHT TO MAKE ALL NECESSARY SLOPES FOR CUTS AND FILLS
UPO HE L AND BLO SHOWN ON THIS PLAT IN THE ORIGINAL REASONABLE
G DINGi
THE S A AVENUES SHOWN HEREON. THE UNDERSIGNED
WNERS ERE WAIVE A CL IMS FOR DAMAGES AGAINST ANY GOVERNMENTAL
AUTHO TY ICH MAY BE CC SIONED TO THE ADJACENT LAND BY THE ESTABLISHED
CONST UCT ON, DRAINAGE NO AINTENANCE OF SAID ROAD. THIS SUBDIVISION
HAS EEN MADE WITH OUR EE ONSENT AND IN ACCORDANCE WITH OUR DESIRES.
IN WI NE S WHEREOF, HA HERE NT ET 0 I�HANDS AND SEALS THIS .2 r DAY
OF 3b _ S \ \
M ORMIC ARCEL D C
SHINGTON ED LIPar rV
BY: TA
Ii. S:
ACKNOWLEDGEM
STATE OF WASHINGTON )
COUNTY OF Y.1lA G SS
ON THIS Z1"} DAY OFL 2 BEFORE ME,
THE UNDERSIGNED, A NOTARY PUBLI I AND FOR TH STA OF ASH NGTON,
DULY COMMISSIONED AND SWORN, PER ON LY PEARED e TO ME
PERSONALLY KNOWN OR PROVEN ON TH BASIS SAT FA RY EVIDENCE) TO
BE THE ► OF MCCORMICK P L A ASHINGTON LIMITED
LIABILITY WMPANY, THE COMPANY THAT EXECUTE THE ITHIN AND FOREGOING
INSTRUMENT, AND ACKNOWLEDGED SAID INSTRUM T T BE TH AND
VOLUNTARY ACT AND DEED OF SAID CORPORAT N. R THE U S AND URPOSES
THEREIN MENTIONED, AND ON OATH STATED T T E WAS UTH I TO EXECUTE
SAID INSTRUMENT AND THAT THE SEAL AFFIXE , IF Y, THE C PO ATE
SEAL OF SAID CORPORATION.
WITNESS MY HAND AND SEAL HERETO AFFIXED HE OAY A YEAR/ HIS
CERTIFICATE ABOVE WRITTEN.
NOTAPI PUBLIC IN A OR TH T
OF WASHINGTON, RESIDI G I .�
MY COMMISSION EXPIRE L
PRINT NOTARY E
UTILITY EASEMENT:
AN EASEMENT IS HEREBY RESERVED FOR AND GRANTED TO CASCADE NATURAL GAS,
ANY WATER COMPANY, US POSTAL SERVICE, OWEST COMMUNICATIONS COMPANY,
PUGET SOUND ENERGY, INC., ANY CABLE TELEPHONE COMPANY, ANY CITY,
KITSAP COUNTY, ANY OTHER PUBLIC OR PRIVATE UNDERGROUND UTILITY
SERVICE (INCLUDING, BUT NOT LIMITED TO, PRIVATE ROOF DRAINS) AND
OTHER UTILITIES, AND THEIR RESPECTIVE SUCCESSORS AND ASSIGNS,
UNDER AND UPON THE EXTERIOR TEN (10) FEET OF FRONT BOUNDARY LINES OF
ALL LOTS AND TRACTS, IN WHICH TO INSTALL, LAY, CONSTRUCT, RENEW, OPERATE,
MAINTAIN AND REMOVE UTILITY SYSTEMS, LINES, FIXTURES AND APPURTENANCES
ATTACHED THERETO, FOR THE PURPOSE OF PROVIDING UTILITY SERVICES TO THE
SUBDIVISION AND OTHER PROPERTY, TOGETHER WITH THE RIGHT TO ENTER UPON THE
LOTS AND TRACTS AT ALL TIMES FOR THE PURPOSES STATED, WITH THE UNDERSTANDING
THAT ANY GRANTEE SHALL BE RESPONSIBLE FOR ALL UNNECESSARY DAMAGE IT
CAUSES TO ANY REAL PROPERTY OWNER IN THE SUBDIVISION BY EXERCISE OF RIGHTS
AND PRIVILEGES HEREIN GRANTED.
TRACT NOTES:
1) TRACTS "L", "OD" AND "EE" ARE OPEN SPACE TRACTS TO BE
OWNED/MAINTAINED BY THE MCCORMICK WOODS HOME OWNERS ASSOCIATION(HOA).
2) TRACT "CC" IS PRIVATE ACCESS AND UTILITIES TRACT TO BE
OWNED/MAINTAINED BY THE MCCORMICK WOODS HOME OWNERS ASSOCIATION(HOA).
W
L
w
0cp
CITY ENGINEER'S APPROVAL:
SHEET 1 OF 5
I HEREBY CERTIFY THAT THIS FINAL PLAT IS CONSISTENT WITH ALL APPLICABLE
CITY IMPROVEMENT STANDARDS AND REQUIREMENTS IN FORCE ON THE DATE
OF PRELIMINARY/SHORT PLAT APPROVAL. I HAVE APPROVED THIS FINAL PLAT AS
TO THE LAYOUT OF STREETS, ALLEYS AND OTHER RIGHTS -OF -WAY, DESIGN OF BRIDGES,
SEWAGE AND WATER SYSTEMS THER STRUCTUR4. EXAMINED AND APPROVED
BY ME THIS DAY OF , 201
L; i IT E
CITY COUNCIL APPROVAL:
aw
ED BY THE ITY COUNCIL OF THE CITY OF PORT ORCHARD THIS
DAY OF 2018.
ATTEST: .0�
CI 4
MAY
CITY FINANCE DIRECTOR APPROVAL:
I HEREBY CERTIFY THAT ALL TAXES AND DELINQUENT ASSESSMENTS FOR
WHICH THE PROPERTY MAY BE LIABLE AS OF THE DATE OF CERTIFICATION
HAVE BEEN DULY PAID, SATISFIED OR DISCHARGED.
EXECU D THIS Ll DAY OFAeC� 201 Cf. .
FINANCE DIRECTOR
AUDITOR' S CERTIFICATE:
FILED AT THE REQUEST OF STEPHEN H WOODS, PLS, THIS i T DAY OFP}PQZL
201$ AND RECORDED IN VOLUME OF PLATS, PAGE (S)2—ay a
RECOORDS OF KITSAP COUNTY, WASHINGTON.
KITSAP COUNTY AUDITOR
FEE: a 15 rL
TREASURER APPROVAL:
THIS IS T CERTIFY THAT ALL TAXES HERETOFORE LEVIED AND WHICH HAS
BECOME A LI N PON THE LANDS HEREIN DESCRIBED, HAVE BEEN FULLY PAID
AND DISCAR ED, ACCORDING TO THE RECORDS OF MY OFFICE, UP TO AND
INCLUDING THE EAR 2PIA_.
EXVJTED T S DAY OF - 01
UNTY
►0
TIFIC ATE:
I HEREBY CERTIFY THAT THE PLAT OF ELDON TRA S DIVISION 4 IS BASED
UPON A COMPLETE AND ACTUAL SU VE AND IVI ON OF SECTION 4,
TOWNSHIP 23 NORTH, RANGE 1 E ST THA COURSES AND
DISTANCES ARE SHOW RRECT Y REON AT THE MONUMENTS HAVE BEEN
SET AND THE LOT AN BL ORNER AKED CORRECTLY ON THE GROUND;
THAT THIS IS A TRUE ND CDR REPRESENTATION OF THE LANDS ACTUALLY
SURVEYED AND THAT I LLY COMPLIED WITH THE PROVISIONS OF THE
STATUTES AND PLATTING REGULATIONS.
NA
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DATE
Job No. 16— 023
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E N G IN E E R I N G• L LC
CIVIL ENGINEERS -SURVEYORS LAND PLANNERS
4706 97th Street NW, Suite #100, Gig Harbor, WA 98335
Phone: 253-857-5454 Fax: 253-509-0044 info@contourpllc.com
� SHEET 1 OF 5
0
ELDON TRAITS DIVISION 4
----------------
2620.24' 4 3
EAST QUARTER CORNER OF SECTION 4,
TOWNSHIP 23 N. RANGE 1 E. W.M..
PER BLA NO. L-1078
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ER BL NO. L-1078
2611.54'
-------- ---- 9 10
N88'43'02"W 5244.69'
NOTES:
1) THE MONUMENT CONTROL SHOWN FOR THIS SITE WAS ACCOMPLISHED
BY FIELD TRAVERSE UTILIZING A ONE (i) SECOND THEODOLITE
WITH INTEGRAL ELECTRONIC DISTANCE MEASURING METER
(GEODIMETER 600) AND REAL TIME KINEMATIC (RTK) / STATIC
GLOBAL POSITIONING SYSTEM (GPS TRIMBLE RB). LINEAR AND ANGULAR
CLOSURE OF THE TRAVERSES MEET THE STANDARDS OF WAC
332-130-090.
2) UTILITIES OTHER THAN THOSE SHOWN MAY EXIST ON THIS SITE.
ONLY THOSE WHICH ARE VISIBLE OR HAVING VISIBLE EVIDENCE
OF THEIR INSTALLATION ARE SHOWN HEREON.
3) THIS SURVEY REPRESENTS PHYSICAL IMPROVEMENT CONDITIONS AS
THEY EXISTED JUNE 15, 2015, THE DATE OF THIS FIELD
SURVEY.
4) FULL RELIANCE FOR LEGAL DESCIPTIONS AND RECORDED EASEMENTS
HAVE BEEN PLACED ON THE TITLE REPORT FROM FIRST AMERICAN
TITLE INSURANCE COMPANY ORDER NUMBER 03K-11725,
DATED APRIL 10, 2017. NO ADDITIONAL RESEARCH HAS BEEN
ATTEMPTED.
5) OFFSET DIMENSIONS SHOWN HEREON ARE MEASURED PERPENDICULAR
TO PROPERTY LINES.
6) THIS PROPERTY IS SUBJECT TO AN EASEMENT FOR POWER FILED
UNDER AFN 781118. DOCUMENT CONTAINS INSUFFICIENT INFORMATION
TO SHOW AN EXACT LOCATION AND THEREFORE CANNOT BE SHOWN.
7) THIS PROPERTY IS SUBJECT TO DECLARATION OF COVENANTS,
CONDITIONS AND RESTRICTIONS FILED UNDER RECORDING NO. 201612270094.
8) THIS PROPERTY IS SUBJECT TO SUBSTITUTE DECLARATION OF PLANNED
UNIT DEVELOPMENT, FILED UNDER RECORDING NO'S 200301150187
20030129026B.
9) THIS PROPERTY IS SUBJECT TO DECLARATION OF COVENANTS,
CONDITIONS AND RESTRICTIONS FILED UNDER RECORDING NO. 200309040128,
A RECORDING OF INSTRUMENT RECORDED UNDER AUDITOR'S FILE NO. 200309030131.
10) THIS PROPERTY IS SUBJECT TO DEVELOPMENT AGREEMENTS FILED
UNDER RECORDING NO'S 200510210280, 201309160217.
11) THIS PROPERTY IS SUBJECT TO ASSIGNMENT OF AGREEMENTS, EASEMENTS,
COVENANTS AND RECORDED INTERESTS FILED UNDER AFN 201512310228.
12) THIS PROPERTY IS SUBJECT TO AN EASEMENT FOR POWER FILED
UNDER AFN 201611220065. DOCUMENT CONTAINS INSUFFICIENT INFORMATION
TO SHOW AN EXACT LOCATION AND THEREFORE CANNOT BE SHOWN.
LEGAL DESCRIPTION:
SHEET 2 OF 5
X
off
SCALE:
1" = 500'
TRACTS "W" AND "X", ELDON TRAILS DIVISION 1, ACCORDING TO THE PLAT THEREOF
ECORDE UME 34 OF PLAT, PAGES 130 THROUGH 138, INCLUSIVE,
ECORs OF KITSA COUNTY, WASHINGTON.
GEND:
= FOUNDZMONUMENT A,$ NOTED
BASS OF' BEARING:
ALL BEARING ER
ADJUSTMENT' NO. L
RECORD OF K MA
ITY OF PORT 0
078, RECORDED
COUNTY, WASHI
BOUNDARY LINE
RECORDING NUMBER 201512020024,
Job No. 16— 023
N FU
E N G I N E E R I N G- L L C
CIVIL ENGINEERS -SURVEYORS LAND PLANNERS
4706 97th Street NW, Suite #100, Gig Harbor, WA 98335
Phone: 253-857-5454 Fax: 253-509-0044 info@contourpllc.com
l SHEET 2 OF 5 J
SHEET 3
e ELDON TRAITS DIVISION 4
---�TRACTT
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Legend:
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Job No. 16— 023
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CIVIL ENGINEERS -SURVEYORS LAND PLANNERS
4706 97th Street NW, Suite h00, Gig Harbor, WA 98335
Phone: 253-85775454 Fax: 253-509-0044 info@contourpllc.com
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56 66 C28 o NO2'28' 51 "E 141.03' - o y 40� 09130" _AVE SW
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SHEET 4 OF 5
CURVE
ARC
DELTA
RADIUS
C1
30.i7'
7'12'06"
240.00'
C2
4.79'
0'48'29"
340.00'
C3
47.52'
8'00'31"
340.00'
C4
42.99'
7'14'40"
340.00'
C51
38.80'
6'32'18"
340.00'
C6
65,53'
25'53'36"
145.00'
C7
19.05'
7'31'43"
145.00'
C8
46.48'
18'21'53"
145.00'
C9
29.66'
56'38'18"
30.00'
C10
6.06'
11'33'55"
30.00'
C11
23.60'
45'04'23"
30.00'
C12
50.98'
30'44'42"
95.00'
C13
40.77'
24'35'16"
95.00'
C14
10.21'
6'09'26"
95.00'
C15
27.99'
32'04'14"
50.00'
C16
20.58'
23'34'46"
50.00'
C17
29.92'
34'17'26"
50.00'
C18
23.29'
26'41'13"
50.00'
C19
39.54'
75'31'21"
30.00'
C20
60.41'
115'22'37"
30.00'
C21
98.85'
39'03'42"
145.00'
C22
62.73'
24'47'09"
145.00'
C23
36.13'
14'16'33"
145.00'
C24
89.06'
53'42'58"
95.00'
C25
70.31'
53'42'58"
75.00'
C26
51.56'
53'42'58"
55.00'
C27
7.92'
4'19'25"
105.00'
C28
19.76'
26'38'00"
42.50'
C291
65.24'
49'50'30"
75.00'
C30
47.12'
90'00'00"
30.00'
C31
52.45'
100'09'52"
30.00'
C32
14.70'
8'51'51"
95.00'
C33
42.22'
25'27'57"
95.00'
C34
23.00'
13'52'28"
95.00'
C35
65.91'
39*45'15"
95.00'
C36
1.08,
0'39'15"
95.00'
C37
38.39'
8'08'47"
270.00'
C38
48.81'
10'21'26"
270.00'
C39
12.76'
2'42'31"
270.00'
C40
58.37'
14'32'22"
230.00'
C41
26.79'
6'40'22"
230.00'
C42
86.78'
22'35'58"
220.00'
C43
94.66'
22'35'58"
240.00'
C44
30.93'
7.23'06"
240.00'
C45
63.73'
15.12'52"
240.00'
C46
78.89'
22'35'58"
200.00'
C47
47.55'
13'37'23"
200.00'
C48
31.33'
1 8-58-34"
200.00'
LINE
BEARING
DISTANCE
Ll
N60'25'22"E
9.00,
L2
S60'25'22"W
18.65'
L3
N69'00'46"W
56.02'
L4
N89'00'46"W
6.02'
L5
N89'00'46"W
50.00'
L6
S52*19'21"W
3.71'
L7
N23'41'35"E
11.74'
L8
N23'41'35"E
11.74'
L9
S23'41'35"W
11.74'
L10
N23'41'35"E
6.33'
L11
N23'41'35"E
5.41'
Lit
S02.28'51"W
17.18'
L13
NO2'28'51"E
3.89'
L14
S25'04'49"W
44.33'
L15
N25'04'49"E
8.47'
U61
N15'29-31"E
12.71'
\ \ Legend:
\Olt\ ® = SET MONUMEN(E SAP C STANDARD
O `rn / / `\ y ® `\ • = SET #4 REBAR W ED PLASTIC CAP STAMPED "CONTOUR PLS 38965."
UE = UTILITY EASEMENT
= ADDRESSES
N \\ rz \
9 \ TBD = ADDRESSES TO BE DETERMINED DEPENDING ON LOCATION OF DRIVEWAYS
vd-
�Ilk `
S�"E e8 fj / \\
Scale.
1" = 50'
Job No. 16- 023
-FO
mmw U
E N G I N E E R I N G• L L C
CIVIL ENGINEERS -SURVEYORS LAND PLANNERS
4706 97th Street NW, Suite #100, Gig Harbor, WA 98335
Phone: 253-857-5454 Fax: 253-509-0044 info@contourpllc.com
� SHEET 4 OF 5 J
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u�
ELDON TRAITS DIVISION 4
SEE SHEET 4 OF 5
/ m 147 a o. 2�' ` 137
TRACT163 m M 5,000 SO FT �' 2 v r m\ 51382 SO FT
C�i `�' / 5, 250 SO FT � 4565
m
I MS ~ / 4 7 too 4570 �, 'o m o
v ? DD V rn I
REC. O / S87 '31 ' 09 "E 99.70 ' 1 J w V
S87'31'09"E 94.37' N87'31'09"W 101.25'
v m �I
Nso •os "� Q 148 I" °- U
03 "W 105. 00 . W �' ,�, 10 ' UE
a / 162 o mo 5,000 SO FT o i --i0' UE5,008 6S0 FT
�* 64 1 v a c�� l 5, OS2 SO FT N� 4580 I N N N ti �,
1 m I 4575
5, 787 FT " 4585 in N
� v c �v 10' 1 m 10' UE S87'31'09"E 100.00, N N
5 0 �1 S87.3i'09"E 100.00' w w w o l N87'31'09"W 500.00'
I J 149 ' ' ' � I 135
- in
N87' 1'09" 105.00' 161 0 5,000 SO FT I c N N ti 5,000 SO FT
c 5 1_ I o f 5,000 SO FT Co� m 4590 I io g g l z I 4 85
CO o 5, 50 SO FT I ' I 4605 ,g, C, I
O7 'n 4610 I "' S87'31'09"E 100.00' N87'31'09"W 100.00,
w I I
W I Q Q S87.3 '09"E 100.00' 150 134
N87' Og° 00' w w o I 0 c o c�mv 5, 000 SO FT to i 5.000 SO FT
:v co c 16 t o '" n �" 1 5, 000 SO FT c� Z 4 0 I 1 q®
Z ,r, 5, 24 0 SO FT l o N (N CV*1
461 u' S87'31'09"E 100.00' I I
10' UE z z S8 '31'0 " 0o, I N87'31'09'W l00.00'
o' 151 I of 133
N87 '31 ' 09"W 105.0 rn rl�I c 5, 000 SO FT I o 0 5, 000 SO FT
59 O 9 o �I
167 I oo _ m 5, 00 0 FT ' - 4630 I m
v 5, 264 SO FT I c rnl 4 25 S87'31'09"E 500.00' I a
4630 1
vIn
°' o N87'31'09"W 100.00'
I" N f S87'3 9"E l00.30' I I c l
41 N87.03'07"W 103.45' Q �, 152 I�, o I 132
5, 019 SO FT ,� � I 5,000 SO FT
168 .. `� �'/ I '
h' / -� v o 4640 0
4635
5, 893 SO FT Q n •� 5, ! SO FT m
4 S87'3!'09"E i00.
440 ti 00, 20' 20' co N87'31'09"W l00.00'
i c� v „
a v o W .:I
N72 !7" C S8 '37 ' 46 "E 105.40 ' ^ I o o c m 1 131
v o f o 1 1 5, 029 SO FT
M 99 0
5 v a 846 >FT � Crm y U 4645
m� .: 7 40 Qu I
v 436 F
\' 0 45 k, S74 12 57"E 100 0p / v ' Imn N87'31'09"W 102.21'
In 1 �� / tip/
�^ 1 0� z ssq :��• o CV, 130
`$ 9 $$ t = 15 . 'n a „ / 5,930 SO FT
156 F v ^� v v 4655
E 54 07' 5.781 SO FT 0) 5.609 SO Q : /� /
(ep
�• $'. \ \ a - 1 / °j ti -4vp 73. 4
� / N1t "W 109• 7
TRACT EE
OPEN SPACE
214,253 SO FT
m
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w
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0
0
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in
0
0
0
m
0
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LO
v
0
ti
a•� �sz s \ .00, 129
00 * 0
0 $� 16 \ 2` ' `Oo 5.8 5 So T 5,709 SO FT ^o
o' 9 00 , � o o, �L/ 4665 ; v
00, \ T 10 ati v
.410
169 0 \q $ t1 A0 00 , \ °j a 43 ,q0
0o C3 $$" A✓ t \ / t of
pp 6, 008 SO FT\`� (A�t 1 �' 1 j2`�' rs \ ` •'� 4j / 128 °0 10 '
47 0 a $'tr. ICf 16' �" •�, 5,006 SO FT
170 o w o
IV 5, 370 SO FT o \ \� 00 . r1g 4g , op _ / �$ . 47 5 op
47-301 ° 171 \\ �' h oo/ 43.g0`
o � w
$0 00. o� 5. 006 SO FT � 3413' 127 t0 °$.
4740 a o0 00 5, 002 FT h
$o 172 0� �'41
00 ' 5.000 SO FT i �i / 4 25 oti
q 475 ,�$ q3 .q M yo' o<v
r a °o. 00 °0 �Lo 126 1 ° 03' Jo�
$D 0 (STD / ��cP 5,020 S FT i
0 p" Qv`� Via. ti p4a� 4735
3 0 40 w
0
6
90,
VO
/ ELDON TRAILS DIM N
----------- / REC. NO.2017062
ARISO
113
X
Legend:
o = SET MONUMENT PER KITSAP COUNTY STANDARD
= SET #4 REBAR WITH RED PLASTIC CAP STAMPED "CONTOUR PLS 38965."
UE = UTILITY EASEMENT
XXXX = ADDRESSES
TBD = ADDRESSES TO BE DETERMINED DEPENDING ON LOCATION OF DRIVEWAYS
Scale:
1" = 50'
N87'30'39" 89.09'
�I
�IQ
TRACT
TIRIAfl . ICI. n N 1
!-A S;q
CC
i o
38965
ssr0 FCIS
4vq L Lk
3-20-18.
m
m
Q �
m
CV
N
m
0
m
SHEET 5 OF 5
CURVE
ARC
DELTA
RADIUS
C1
30.17'
7'12'06"
240.00'
C2
4.79'
0'48'29"
340.00'
C3
47.52'
8'00'31"
340.00'
C4
42.99'
7'14'40"
340.00'
C5
38.80'
6'32'18"
340.00'
C6
65.53'
25'53'36"
145.00'
C7
19.05'
7'31'43"
145.00'
CB
46.48'
18'21'53"
145.00'
C9 1
29.66'
56'38'18"
30.00'
C!0
6.06'
11'33'55"
30.00'
C11
23.60'
45'04'23"
30.00'
C12
50.98'
30'44'42"
95.00'
C13
40.77'
24'35'16"
95.00'
C14
10.21'
6'09'26"
95.00'
C15
27.99'
32'04'14"
50.00'
C16
20.58'
23'34'46"
50.00'
C17
29.92'
34'17'26"
50.00'
C18
23.29'
26'41'13"
50.00'
C19
39.54'
75'31'21"
30.00'
C20
60.41'
115'22'37"
30.00'
C21
98.85'
39'03'42"
145.00'
C22
62.73'
24'47'09"
145.00'
C23
36.13'
1416'33"
145.00'
C24
89.06'
53'42'58"
95.00'
C25
70.31'
53'42'58"
75.00'
C26
51.56'
53'42'58"
55.00'
C27
7.92'
4'19'25"
105.00'
C2B
19.76'
1 26'38'00"
42.50'
C29
65.24'
49'50'30"
75.00'
C30
47.12'
90'00'00"
30.00'
C31
52.45'
100'09'52"
30.00'
C32
14.70'
8'51'51"
95.00'
C33
42.22'
25'27'57"
95.00'
C34
23.00'
13'52'28"
95.00'
C35
65.91'
39'45'15"
95.00,
C36
1.08'
0*39'15"
95.00'
C37
38.39'
6*08'47"
270.00'
C3B
48.81'
10'21'26"
270.00'
C39
12.76'
2'42'31"
270.00'
C40
58.37'
14'32'22"
230.00'
C41
26.79'
6'40'22"
230.00'
C42
86.78'
22'35'58"
220.00'
C43
94.66'
22'35'58"
240.00'
C441
30.93'
7'23'06"
240.00'
C45
63.73'
15'12'52"
240.00'
C46
78.89'
22'35'58"
200.00'
C47
47.55'
13'37'23"
1 200.00'
C48
31.33'
8'58'34"
1 200.00'
LINE
BEARING
DISTANCE
Li
N60'25'22"E
9.00'
L2
S60'25'22"W
W. 65'
L3
N89'00'46"W
56.02'
L4
N89'00'46"W
6.02'
L5
N89.00'46"W
50.00'
L6
S52.19'21"W
3.71'
L7
N23'4i'35'E
11.74'
LB
N23'4i'35'E
11.74'
L9
S23.41'35"W
11.74'
L10
N23'41'35"E
6.33'
L11
N23'4i'35"E
5.41'
L12
S02.28'51"W
17.18'
L13
NO2'28'51'E
3.89'
L14
S25'04'49'W
44.33'
L15
N25'04'49"E
8.47'
Lib
N15'29'31"E
1 12.71'
Job No. 16-023
11
E N G I N E E R I N G- L L C
CIVIL ENGINEERS -SURVEYORS LAND PLANNERS
4706 97th Street NW, Suite hoo, Gig Harbor, WA 98335
Phone: 253-857-5454 Fax: 253-509-0044 info@contourpllc.com
SHEET 5 OF 5 1