005-17 - Resolution - Granting Final Plat Approval for a 33-Lot Known as Eldon Trails Division 1RESOLUTION NO. 005-17
A RESOLUTION OF THE CITY OF PORT ORCHARD,
WASHINGTON, GRANTING FINAL PLAT APPROVAL FOR A
33-LOT PLAT KNOWN AS ELDON TRAILS DIVISION 1.
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 December 7, 2016 a final plat submittal was received for the first Division
of the McCormick Woods Phase V preliminary plat, now named Eldon Trails, for the subdivision
of 33 lots, 19 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
WHEREAS, the City Council finds that Division 1 of the McCormick Woods Phase V plat,
now named Eldon Trails, 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; 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 1, as illustrated and as legally described in
Exhibit A, attached hereto; and
Resolution No. 005-17
Page 2 of 2
FURTHER THAT: The Eldon Trails Division 1 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 14th day of February, 2017.
ATTEST:
r,r
Brandy inearson, CIVIC, City Clerk
Robert Putaansuu, Mayor
,`'%nui n„rery
0 R T 0
P OR
�' •°�� �� °tea
o•
ELDON TRAITS DIVISION 1 SHEET 1 of 9
A PORTION OF THE SE 1/4 OF THE SE 1/4 AND THE SW 1/4 OF THE SE 1/4 OF SEC. 04 AND
A PORTION OF THE NE 1/4 OF THE NE 1/4 AND THE NW 1/4 OF THE NE 1/4 AND THE SE 1/4 OF THE NE 1/4
OF SEC. 09, TWP. 23N., RNG. lE. W.M.
CITY OF PORT ORCHARD, KITSAP COUNTY, WASHINGTON
CITY ENGINEER'S APPROVAL:
DECLARATION:
KNOW ALL MEN BY THESE PRESENTS THAT WE, THE UNDERSIGNED OWNERS IN THE
FEE SIMPLE OR CONTRACT PURCHASER AND MORTGAGE HOLDER OF THE LAND HEREBY
PLATTED, HEREBY DECLARE THIS PLAT AND DEDICATE TO THE USE OF THE PUBLIC
FOREVER ALL STREETS AND AVENUES SHOWN THEREON AND USE THEREOF FOR ALL
PUBLIC PURPOSES NOT INCONSISTENT WITH THE USE THEREOF FOR PUBLIC HIGHWAY
PURPOSES; ALSO THE RIGHT TO MAKE ALL NECESSARY SLOPES FOR CUTS AND FILLS
UPON THE LOTS AND BLOCKS SHOWN ON THIS PLAT IN THE ORIGINAL REASONABLE
GRADING OF THE STREETS AND AVENUES SHOWN HEREON. THE UNDERSIGNED
OWNERS HEREBY WAIVE ALL CLAIMS FOR DAMAGES AGAINST ANY GOVERNMENTAL
AUTHORITY WHICH MAY BE OCCASIONED TO THE ADJACENT LAND BY THE ESTABLISHED
CONSTRUCTION, DRAINAGE AND MAINTENANCE OF SAID ROAD. THIS SUBDIVISION
HAS BEEN MADE WITH OUR FEE CONSENT AND IN ACCORDANCE WITH OUR DESIRES.
IN WITNESS WHEREOF, WE HAVE HEREUNTO SET OUR HANDS AND SEALS THIS-2Z- DAY
OF FE.axy SARI/ . 2017
MCCORMICK PARCEL D, LLC,
qALSHIIGTON
LIMITED LIABILITY COMPANY
ACKNOWLEDGEMENTS:
STATE OF WASHINGTON
COUNTY OF SS
ON THIS 2-2' DAY OF #4 RY 20)7. BEFORE ME,
THE UNDERSIGNED, A NOTARY PUBLIC IN AND FOR T E STATE OF WASHINGTON,
DULY COMMISSIONED AND SWORN, PERSONALLY APPEARED TO TO ME
PERSONALLY KNOWN (OR PROVEN ON THE BASIS OF SATISFACTORY EVIDENCE) TO
BE THEGommt& r✓s tocv OF MCCORMICK PARCEL D, LLC, A WASHINGTON LIMITED
LIABILITY COMPANY, THE COMPANY THAT EXECUTED THE WITHIN AND FOREGOING
INSTRUMENT, AND ACKNOWLEDGED SAID INSTRUMENT TO BE THE FREE AND
VOLUNTARY ACT AND DEED OF SAID CORPORATION, FOR THE USES AND PURPOSES
THEREIN MENTIONED, AND ON OATH STATED THAT HE WAS AUTHORIZED TO EXECUTE
SAID INSTRUMENT AND THAT THE SEAL AFFIXED, IF ANY, IS THE CORPORATE
SEAL OF SAID CORPORATION.
WITNESS MY HAND AND SEAL HERETO AFFIXED THE DAY AND YEAR IN THIS
CERTIFICATE ABOVE WRITTEN. I _ IA // .j
Uw l
,I NOTARY PUBLIC IN AND FOR T
�u'` '� OF WASHINGTON RESIDING IN
>r MY COMMISSION EXPIRES:
oi-
40 11'd y�. . `%-TAIT \1['1T •rl\/ AIA
UTILITY EASEMF
AN EASEMENT IS HEREBY RESERV
ANY WATER COMPANY, US POSTAL
PUGET SOUND ENERGY, INC., AN
KITSAP COUNTY, ANY OTHER PUB
SERVICE (INCLUDING, BUT NOT
OTHER UTILITIES, AND THEIR R
UNDER AND UPON THE EXTERIOR
ALL LOTS AND TRACTS, IN WHIC
MAINTAIN AND REMOVE UTILITY
ATTACHED THERETO, FOR THE PL
SUBDIVISION AND OTHER PROPEP
LOTS AND TRACTS AT ALL TIMES
THAT ANY GRANTEE SHALL BE RE
CAUSES TO ANY REAL PROPERTY
AND PRIVILEGES HEREIN GRANTE
TRACT NOTES:
1) TRACT "M" IS PRIVATE
BE OWNED/MAINTAINED B
2) TRACTS "I", "0", "P"
OWNED/MAINTAINED BY T
3) TRACT "F" IS A PRIVAT
MAINTAINED BY THE ELD
4) TRACT "H" IS A PUBLIC S R PUMP STATION TRACT TO BE OWNED AND
MAINTAINED HE CITY OF ORT RCHARD.
5) RAC "0" A "T" RE CRITICAL AREA TRACTS TO BE OWNED/
M NTA D BY EL N TRAILS HOA.
6) TRACT IS OPEN E AND RECREATION TRACT TO BE OWNED/
MAINTAINE BY E ELDON TRAILS HOA.
7)) TRACTS "U", "V", 'W", "X", "Y" AND "Z" ARE FUTURE DEVELOPMENT TRACTS
�F0 BE RETAINED BO THEMENOWNER, MCCORMICK PARCEL D, LLC
8 TRACT "J" I AN OPEN SPACE AND STORM DRAINAGE TRACT TO BE OWNED/
AIN BY HE ELDON TRAILS HOA.
9) TRA ,AA" S DEDICATED TO THE CITY OF PORT ORCHARD FOR PUBLIC
RIGHT-OF-WAY OF OLD CLIFTON ROAD SW.
10) TRACT "BB" IS DEDICATED TO THE CITY OF PORT ORCHARD FOR PUBLIC
RIGHT-OF-WAY OF ST. ANDREWS DRIVE SW.
I HEREBY CERTIFY THAT THIS FINAL PLAT IS CONSI T
TOWN/CITY IMPROVEMENT STANDARDS AND REQUIREMEN
OF PRELIMINARY/SHORT PLAT APPROVAL. I HAVE APPRO
TO THE LAYOUT OF STREETS, ALLEYS AND OTHER RIGHT
SEWAGE AND WATEFj SYSTEMS D OTHER STRUCTURES. E
BY ME THIS DAY OF 1
C
CITY C 0 UNC IL APPROVAL.
APPROVED BY THE CITY CO
TIF. DAY OF
ATTES�� r
CITY
MAYOR
WITH ALL APPLICABLE
FORCE ON THE DATE
TFINAL/SHORT PLAT AS
AHIS Y, DESIGN OF BRIDGES,
N AND APPROVED
017F THE CITY�OF\ PORT OR AR THIS
Z
Y THE RER APPROVAL:
TO C IF THAT ALL TAXES HERETOFORE LEVIED AND WHICH HAS
ME A L N UP THE LANDS HEREIN DESCRIBED, HAVE BEEN FULLY
PAID DISC GED, ACCOR NG TO THE RECORDS OF MY OFFICE, UP
TO AND I DIN E YEA
V W .
EXECUTED THIS AY OF 201l.
-Aida 'Admalb.,
CTT
lumovilmr
UDITO R' S CERTIFICATE:
FIL D AT THE REQUEST OF STEPHEN H W ODS, PLS, THIS ADAY OF •
L, AND RECORDED IN VOLUME OF PLATS, PAGE (S) 1
RECORDS OF KITSAP COUNTY, WASHIN TON. —f 16
ASSESSOR / TREASURER:
THIS IS TO CERTIFY THAT ALL TAXES HERETOFORE LEVIED AND WHICH HAS
BECOME A LIEN UPON THE LANDS HEREIN DESCRIBED, HAVE BEEN FULLY PAID
AND DISCHARGED, ACCORDING TO THE RECORDS OF MY OFFICE, UP TO AND
INCLUDING THE YEAR OZ412 .
acz 0740
DATE
PUBLIC WORKS DIR�CTOR�
s
COMMUNITY DEVELOPMENT DIRECTOR:
EXAMINED
EXAMINED
AND APPROVED
AND APPROVED
THIS � DAY OF
THIS ��_ DAY OF
201 " ..
201�.
PUBLI
PUBLI
CTOR
CTOR
TE
E
EXAMINED AND APPROVED THIS DAY OF !P M R11&g.,t 201'T_.
sre� Alter A tai�tt
r- 2423/t7
COMMUNITY D ELOPMENT DIRECTOR DATE
LAND SURVEYOR'S C ERTIFIC ATE:
I HEREBY CERTIFY THAT THE PLAT OF ELDON TRAILS DIVISION 1 IS BASED
UPON A COMPLETE AND ACTUAL SURVEY AND SUBDIVISION OF SECTIONS 4 AND
9, TOWNSHIP 23 NORTH, RANGE 1 EAST, W.M.; THAT THE COURSES AND
DISTANCES ARE SHOWN CORRECTLY THEREON, THAT THE MONUMENTS HAVE BEEN
SET AND THE LOT AND BLOCK CORNERS STAKED CORRECTLY ON THE GROUND;
THAT THIS IS A TRUE AND CORRECT REPRESENTATION OF THE LANDS ACTUALLY
SURVEYED AND THAT I HAVE FULLY COMPLIED WITH THE PROVISIONS OF THE
STATUTES AND PLATTING REGULATIONS.
R&114
Z- t:•#
STEPHEN H. WOODS, P.L.S. 38965 DATE
Job No. 16— 023
8
ELDON TRAITS DIVISION 1
N88-52-10"W 5259.12'
2620.24' — 4
I
WEST QUARTER CORNER OF SECTION 4, I
TOWNSHIP 23 N, RANGE 1 E. W.M.. EAST QUARTER CORNER OF SECTION 4.
FOUND 3/4" IRON PIPE WITH I TOWNSHIP 23 N, RANGE 1 E. W.M..
PLUG AND TACK PER BLA NO. L-1078 I PER BLA NO. L-1078
I
I ^
m
I LO
^ I' N
Qi I m
^
a
to
N It ^
w
7 W �+ Ln
'l17 co
O IQ Y
NLn
Ip15
t
cu
Z IN
O p vY N
12
.CD o
I coo m
WO
I WO
r`
I p cl
co
I wo
d (D m
NORTH QUARTER CORNER OF SECTION 9/ I 3 0
SOUTH QUARTER CORNER OF SECTION 4, o N NO TH AST CORNER 0 SEC ION 9/
TOWNSHIP 23 N, RANGE 1 E, W.M..
FOUND 1 1/2" IRON PIPE Z SO TH AST CORNER OF ECT ON 4,
PER BLA NO. L-1078 i - Ii T WNS IP 23 N, RANGE 1 E, W.M..
Q CA CUL TED. FOUND BRA S ISK
ILO IN CON ETE PER BLA N -107B
S89'11'09"E 2658.59' 4 / S89*08'46"E 2 .08' 4 3
8 9 NORTHWEST CORNER OF SECTION 9/
SOUTHWEST CORNER OF SECTION 4, SVZ g✓9 10
TOWNSHIP 23 N, RANGE 1 E, W.M.. DRIVE/�/
IN
LCONCRE�E PER NBLARNOS P-1078 LUG�� TP B PARCEL 1
I
�0 I
^
N W O N
m
cu
F,
^ Om v m
c Ql I N
z m I fu w
m oZD
o Z
^
IN
0
.Z
I
WEST QUARTER CORNER OF SECTION 9. I is
TOWNSHIP 23 N. RANGE 1 E. W.M.. c'
CALCULATED. FOUND 3/4" IRON PIPE c
PER BLA NO. L-1078 I EAST QUARTER CORNER OF SECTION 9,
I TOWNSHIP 23 N. RANGE 1 E, W.M..
FOUND 1" IRON PIPE PER BLA NO. L-1078
8 9-----------._ 2633.16' I
7777—
— —------- 2611.54'
N88' '02"W 44.69'------------------ 9 10
NOTES.-
1) THE MONUMENT CONTROL SHOWN FOR THIS SITE WAS A CO
BY FIELD TRAVERSE UTILIZING A ONE (1) SECOND OD
WITH INTEGRAL ELECTRONIC DISTANCE MEASURIN M E
(GEODIMETER 600) AND REAL TIME KINEMATIC 'O
TK) / ST
GLOBAL POSITIONING SYSTEM (GPS TRIMBLE R . NEAR
CLOSURE OF THE TRAVERSES MEET THE STANDA S WA
332-130-090.
2) UTILITIES OTHER THAN THOSE SHOWN M EXIST
ONLY THOSE WHICH ARE VISIBLE OR H IN VIS
OF THEIR INSTALLATION ARE SHOWN H EO
3) THIS SURVEY REPRESENTS PHYSICAL IMP EMENT ONDITIONS
THEY EXISTED JUNE 15, 2015, THE DATE 0 THIS ELD
SURVEY.
4) FULL RELIANCE FOR LEGAL DESCIPTIONS AND RECORD EAS ENTS
HAVE BEEN PLACED ON THE 2ND AMENDE VISION CERTIF TE
FROM OLYMPIC TITLE 6 ESCROW COMPANY, ORDE0A.—
MBER 0 -108 ,
DATED NOVEMBER 22, 2016. NO A IT EHAS B
ATTEMPTED.
5) OFFSET DIMENSIONS SHOWN HER ON ARE MEASURED RP DICULAR
TO PROPERTY LINES.
6) THIS PROPERTY IS SUBJECT TO N SEMENT FOR PO ER FILED
UNDER AFN 781118. DOCUMENT C TAI INSUFFICI NT NFORMATION
TO SHOW AN EXACT LOCATION AND ERE CA T SHOWN.
7) THIS PROPERTY IS UBJECT TO ECLAR OF VENANTS,
CONDITIONS AND EST S F D UNDER RECORDING NO'S
200309040128, 00 122004 ND 2 512300135.
8) THIS PROPER S UBJECT TO SUB ITUT DECLARATION OF PLANNED
ANIT0O290268MENT, ILED UNDER REC I NO'S 200301150187
9) S PR RTY IS JEC 0 AN BLANKET EASEMENT FOR GOLF
COU E EN ACHMA ILED DER RECORDING N0. 200309040127.
DOCUM CON NS INSU CIE INFORMATION TO SHOW AN EXACT
LOCATION D T EFORE CA OT BE SHOWN.
10) THIS PROPERTY S S JECT TO DEVELOPMENT AGREEMENTS FILED
UNDER RECORDING 0'S 200510210280, 201309160217.
�1) THIS PROPERTY IS UB ECT TO ASSIGNMENT OF AGREEMENTS, EASEMENTS,
COVENANTS AND RE ORD D INTERESTS FILED UNDER AFN 201512310228.
PROPERTY S S JECT TO AN EASEMENT FOR POWER FILED
611 0065. DOCUMENT CONTAINS INSUFFICIENT INFORMATION
OW AN EXA LOCATION AND THEREFORE CANNOT BE SHOWN.
13) MAINTENANCE OF THE LANDSCAPING FOR THIS PLAT WILL BE THE
RESPONSIBILITY OF THE ELDON TRAILS HOME OWNER ASSOCIATION(HOA).
LEGAL DESCRIPTION:
3
SHEET 2 of 9
SCALE:
1" = 500'
PARCEL 1 OF DECLARATION OF LAND SEGREGATION RECORDED FEBRUARY 19,
2016 UNDER RECORDING NO. 201602190050, AND AS SHOWN ON SURVEY
RECORDED IN VOLUME 82 OF SURVEYS, PAGES 25 AND 26, UNDER RECORDING NO.
201602190049; BEING A PORTION OF THE SOUTHEAST QUARTER OF SECTION 4 AND
THE NORTHEAST QUARTER OF SECTION 9, ALL IN TOWNSHIP 23 NORTH,
RANGE 1 EAST, W.M., IN KITSAP COUNTY, WASHINGTON.
LEGEND:
0 = FOUND MONUMENT AS NOTED
BASIS OF BEARING:
ALL BEARINGS PER CITY OF PORT ORCHARD BOUNDARY LINE
ADJUSTMENT NO. L-1078, RECORDED UNDER RECORDING NUMBER 201512020024,
RECORDS OF KITSAP COUNTY, WASHINGTON.
Job No. 16-023
,spa: ,gymTOUR
E N G I N E ERI N G- L L C
CIVIL ENGINEERS -SURVEYORS -LAND PLANNERS
4706 97th Street NW, Suite MO. Gig Harbor, WA 98335
Phone: 253-857-5454 Fax: 253-509-0044 info@contourpllc.com
M
N
Legend.. ELDON TRAILS DIVISION 1
= FOUND MONUMENT AS NOTED
PP 0�
2�ry2"V
�O
�O
Q
<p • ti
�p
NORTH QUARTER CORNER OF SECTION 9/ o
SOUTH QUARTER CORNER OF SECTION 4, R
TOWNSHIP 23 N, RANGE i E, W.M.. m
CALCULATED, FOUND 1 1/2" IRON PIPE c
PER BLA NO. L-1078
4,- :132 TRACT Q
—' A 6 9" • 9 06.E CRITICAL ABU
0
`L =335. 99' ' �60 26 PTI
4 m e= 33'46'24" 2 0
� �' R=570.00 ' n
9'
SBB'31'45'W CRITICALTRACT T
AREAS S�
165.26' 19 �
NSy . , �6p•'.!6 g9
J9• TRACT U
FUTURE DEVIIA 2
1y, pP
`s
S
2-
1!
L=450.25
D
0
w I no
12
� is
cp
s
TRACT
FUTURE DEVEGO� P11ENT
TRACT AA
R0lff DEDICATION
SHEET 3OF9
S89'00'27"E 717.43'
TRACT X
FUTURE DEVEIDPMENT
m
m
to
cu
m
a
(U
cn
N
CU
O
En
/-I VSiA
FUTURE DEMPMENT 4 3
1
SB9108'46'E 2610.08' . _ - -g 10
TRACT 0
•z
OPEN SPACE
z z ae vYi cn
3
J
4
Encl)UJW—cn
cc
O
,� 3�0
FUTURE DETRACT
VE PIENT o o z o z
5
mcc¢z<
6
cccr
u
U U m w
28
OS.,
'- cv io a
27 Lu
xxuxi-j¢
�So
8
¢='a�z
26
'
'U
'9�•
CD
Zcnf--UN
9 m
25
10 Ln
ii 24 0
v
28 22 b P,
v
m
a
21 in
18
20
14
18 17 18 19
15
TRACT H
UTIIITY-
TRACT J
OPEN SPACE/STORY
N80'36'30"p 275 13
S87-42-14"E 292.04'
Job No. 16-023
ELDON TRAITS DIVISION 1 SEE SHEET 5 SHEET a of s l�
I
v v
C c N
a
LO
z
gend:
/o
N86'58'54"W 76.05,
40.00 '
L=30.10' N82.33'31.W
A= 6'09'36"
25 +� ,16 °'b ���, R=280.00 ' I
5� TRACT 0 I N
��•26 OPEN SPACE I 20 ' 20,
(SEE SHEET 8 OF 9)I I Ne7'42' 14"W 104.42'
132,425 SO FT I
m N I TRACT I CD
24 I� W I OPEN SPACE
����'�, ���`�n 11, 887 SO FT I� N o I 6, 537 SO FT ;
11 s n s o 4857 N I� ti m I
s
J 1p. s 9 0� w I co z Ir N I N87'42' 14"W 10
9 ,A.E �52•g3 \ 1 o c
to
w
i N82'3702'E 114.61' �o y N I
�m o o IZ �Z vl
I oo UI 7, 7S
/ wd w wl w I I 10' UE 49
N `� 23
/ -i� � �� I
/ v `� v m Cn 9, 131 SO FT `D
/ 1 2 �m m 4861 10 UE�I I N '42'14" 116.23'
/ 15,029 SO FT z z z� �; I TRACT Z
/ 4856 N w l S89.10'58"E 124.92' Oo.h°' o I 21 FUTURE DEVELOPMENT
l 10 8,503 SO FT (SEE SHEET 8 OF 9)
SANI PRIV4 TF tr is 91�8 y v %Q 4900 275, 490 SO FT
TARP SE �
l S7434•ro" NER E4SEMFNT J�F'• .9SS 69.90'
/ E i6g 72 �g a\ \9SS6 E�,3h N84'5228E �,�2, ham' �U626, Cn
01
/ S6, — 0'� D t 1, to
/ 13 // �6 �?3- 9 gs 0p -� N84'52' 28"E 69.90' v GZ/ 9 ' v
12, 463 SO FT m
/ 4860 h2 h°' �� d'''2 G 0p NB4'52'28"E 69.90 C4 pg / �, L
C5 Li 56.34' Z
I 0,� _ 0
__ --
S7q 34 ,r0 "F 2
13,533 SO FT Q
/tea �aZG� oa ti 4896 r,
clu
14 /� �4� �a2 ZNJ N
10,553 SO FT /in cp• ,�
4866- 19 �,
O^ t1i �
/tL 16 ^� Lo 18 _ o 15,236 SO FT
• in 10, 907 SO FT °D
S7q • � ;, h r, � � -m_ -- - 4890
34.10 • z �2 rn 12, 594 SO FT �, 17 �, 4886 U, _
E 15p• 01 / n' 4876 io 11,496 SO FT
15 4880
13,091 SO FT / o
4870 1
X
LO
A, STORM / co i
S?r 54 3 " IN fASEMENT�I
2E
N80 '36'30 "w 2�
95.00'
..
to
C.
_
o
m
m
o
Co
C2.
0
to
70.E
25.12'� 89.02'
-41
CU TRACT M
tr 6, 863 SO FT
N N64'52'28"E 116.43
S87'42'14"E 292.04'
SEE SHEET 3 OF 9 FOR LINE AND CURVE INFORMATION
SET MONUMENT PER KITSAP COUNTY STANDARD'
= SET #4 REBAR WITH RED PLASTIC CAP STAMPED "CONTOUR PLS 38965."
UE = UT Y EASEMENT
XXXX = LOT ADDRESS
59.56'
TRACT H
C ' SEINER PUMP
W STATION
a
N to
to
a fT1 ,
4,299 SO FT
a
0 4888
- a
N85'56'29"E 61.40-
0
100.84i
4, 299 SO FT
Scale:
1" = 50'
Job No. 16-023
Uk
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
W
SEE SHEET CD"lw ELDON TRAILS DIVISION 1
(0
cho \= p9 \ \
CIO 4
-f6
04� N77. 82 ? "E
s6s• IN,
w I � •h9 `SF6 \ do
CND cc, ru �0 \\
\ 18
p''3 Sp F I A A 9 \ 4. <11j6'
y
o ? I 10 33 IN,cn
pp26.
Nj
\ \
� \ o a no 0 o v qg0j 0 FT
A \\
0
_ W
\ v \ .ylb C SaI
D
A?�� \ a2
12 2 ,N 3
\\ q� q sQ FT N �\ g, 2e0 2 h�
\ 0g
� A10 \� �` \ 10�• tc` :O
Sri -
So
\ 11 q0B \ \ aZptiO
\ 4810FT 0 \ s g 31
\\ �0`L a \\N � \\ q81� 0 FT
� \ 2a10 0• VE�\ � �\ �11�
N �j N, .�01 (Srii v .� ���•
\ 113i4 \\ \0� \\ a2a (S� Qris ,9,T S2 ET8�p
\ 4816 Sq FT \_' 'g S�*l tlj'P' 4 i, 519 SO 991
cs T- � 32 `"� 8
\\ 162 a0 \\ d \\ , 4�5 SQ FT OP 9�
10
11 37 \ n o\ o,
cS O n
p0 \•� cS`. a u�• \
N
30
,
00 S
u� \ it ?7;
s \ gB30 Sp F
0
\
7 �9
00
\ NA6 0
\\ 7 spa 8
s
v
FT \� moo\ 48g1 FT
s o
p0 \N � O Q• S
h \ 6 5A O
14
• � �20 00.
• A
�g9.5p 2
\ apt 9\\ 7 7
00 S
\
T ae
F \\ o4e450 FT
\ B4p \ \ o\
\\ • A' �j•,;
41-0
\ .�. \✓ N5 0
\ a2a1 \ \ 7 700
\ 13 10 \ o \
\\ eQsso fT \\ \\ •� ,,o oo•
\ \ N NA6•yA ,1 LO�
�� \ •E �56 00 \ tp
j 20 20 g 03B 0
\ �A• �� \ � � ge53 FT
Np6• \ r w ��
\\ 13 pl'1 ,55.E 116.96'
\ 19 Sp V.-w rn `° N5l 26
c \ 4g50 FT 2N v v
wk A
N76.09 • w
\ 14"E 152.93' LA
SEE SHEET 4
a
o = T MONUMENT ER KITSAP COUNTY STANDARD
• = SET #4 BAR WITH RED PLASTIC CAP STAMPED "CONTOUR PLS 38965."
UE = UTILITY EASEMENT
XXXX = LOT ADDRESS
MA
,9 38965
'IC L ANC-,
SHEET 5 OF 9
Job No. 16— 023
ELDON TRAILS DIVISION 1
sp-
FJ
Legend:
o = SET MONUMENT PER KITSAP COUNTY STANDARD
• _ SET #4 REBAR WITH RED PLASTIC CAP STAMPED "CONTOUR PLS 38965."
UE UTILITY EASEMENT
Scale:
1" = 50'
\0
0
G4.
ss
N
F
JT
104A/
t3�:30'12"W
o<RADAI� %
9 sa'a, ,yQ ;cv
\oJos Q/a
/D
L=02.60'0"
SHEET 6 OF 9
96\
90
R=30.00'0" s\ \\\ L=37.90'
ti A= 86'5!' 15"
Q` G c�• •'�` R=25.00' SIS 21,
P�,��P oA�'��c� � � \. h0 . • o ?p , q1 q)qq F
20 0 9
h s
11(011
Op.
is �p� \'
y
•w � p,
0
S o 1p0 20
o 93•57' \
L=49.19' C. 9
m o
p� IL cL Q i� A PP 01L
t1 .
9 69
' Q
NIc, �9 . 7 ( ti .
.0
�
O
11 •J
RADIAL 20
S38'09' 1"E
20
Q �
Q �I
W
ru ~
O m
z
v
Z H
A
5
CU
CU
0]
LL7
�
O
m
W
Z
07
LO
O
LL7
2
�A,h1
d"��O•`L�o�
lt� Q'�2h
L=106.07'
A.
A= 9*38'49"
15.415 •---'—
L=492.33' A= 44'46'32' R=630.00'
TRACT BB
o�, PUBLIC ROAD- —L
S =331B OA" FT L=480. 78' A= 45 '54' 40" R-600. 00 '
D i2 28, 848 SO sw
S
T • kNDREwS DRPIL
v ti/
m �
a C9
v
/ W
N
If')
I �
C
Z
0
S3618I55"E GR4c�,G
i �e �.,.
�--10' UE I Qc�,1
p
0
0
Lo
Lu
to
f�7
co
Z
I
I
� I
m
W
Ln O II
2
t��so
�9 SSOD coo
l w
d 71pj
L=142 70,
d_13 37'36"
/ L-251.34' A- 25—i
5
i Dy 60.5, p2 2 .5A Al.
a
60 ,33 `52,6.0p D
N54'S� 552.i4,
304--�9
SEE SHEET 3 OF 9 FOR LINE AND CURVE INFORMATION
249•d:
N
m
taJ�
Job No. 16— 023
il, a
E N G IN 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: 253-657-5454 Fax: 253-509-0044 info@contourplic.com
i
I�
,5' SANITARY SEWER A00 46NN 377.g7
184.54'
SHEET 7 OF J
ELDON TRAITS DIVISION 1
Legend:
o = SET MONUMENT PER KITSAP COUNTY STANDARD
123
c*m
m
cm
z
`Q�
0�C D
e%0 ?5 moo" a0 2yh9
►ar,•-;0'5R"E l0.00'
Legend:
o = SET MONUMENT 'PER KITSAP COUNTY STANDARD
• = SET #4 REBAR WI H FEED PLASTIC CAP STAMPED "CONTOUR PLS 38965."
= TILITY EASEME
SEE SHEET 3-OF 9"FOR/"LINE AND CURVE INFORMATION.
SHEET 8 OF 9
0 100 200
Scale:
1) ) 100
Job No. 16— 023
ELDON TRAILS DIVISION 1
Legend:
o = SET MONUMENT PER KITSAP COUNTY STANDARD
• = SET #4 REBAR WITH RED PLASTIC CAP STAMPED "CONTOUR PLS 38965."
UE = UTILITY EASEMENT
SEE SHEET 3 OF 9 FOR LINE AND CURVE INFORMATION.
�o
Xv
Z
0�
�o
�co
ti
a o
�L<o/
¢^hh v�
SHEET 9 OF 9
Op
AZ
z
TRACT Q
CRITICAL AREA
178,447 SO FT
rn
m
•o
rn
0
226 �
1A
h
0
\ v� R=25.00'
A= 84'25'57'
L=36.84'
j� CLIFTpN RD
0
Dv
L=121.01' .
53
R=766.25
N �
d�O
C� CO O
�h1 N10.03.2
Scale:
1" = 60'
Job No. 16— 023
a�TOUR
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
R