HomeMy WebLinkAbout015-25 - Resolution - Final Plat Approval McCormick N Village Residential EDocusign Envelope ID: 96123DBO-1734-4454-ACA9-5EO80DC7465C
RESOLUTION NO.015-25
A RESOLUTION OF THE CITY OF PORT ORCHARD, WASHINGTON, GRANTING
FINAL PLAT APPROVAL FOR A 67-LOT (177-UNIT) AND 13-TRACT PLAT KNOWN
AS MCCORMICK NORTH VILLAGE RESIDENTIAL EAST.
WHEREAS, property owner McCormick Villages, LLC (hereinafter "Applicant"), has
submitted an application for final plat approval of the project known as McCormick North Village
Residential East on property located in the City of Port Orchard (hereinafter "the Property"); and
WHEREAS, the Property is subject to a Development Agreement for traffic, recorded on
October 21, 2005, as modified and recorded on February 19, 2021, Contract No. C035-21; and
WHEREAS, on January 31, 2024, and February 27, 2025, the City of Port Orchard
Development Director approved two Minor Plat Amendments to the McCormick North Village
Residential East preliminary plat; and
WHEREAS, on February 12, 2025, an application was submitted for the final plat of
McCormick North Village Residential East preliminary plat, to include 67 residential lots with a
total of 177 units as well as 13 tracts; and
WHEREAS, City staff have reviewed the proposed final plat for compliance with the Port
Orchard Municipal Code, and recommends approval subject to adequate bonding/securities in
place to ensure the completion of remaining work in the event the Applicant should fail to
comply with the terms of the preliminary plat approval; and
WHEREAS, water service is provided by the City of Bremerton and the Director of Public
Works has determined that the proposed means of sewage disposal are adequate as
constructed or bonded, 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 Applicant has secured bonds guaranteeing completion of certain
improvements required by the Preliminary Plat Approval; and
WHEREAS, the City Council finds that the McCormick North Village Residential East Final
Plat conforms to all terms and conditions of the preliminary plat approval, as approved by the
Hearing Examiner, 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 the McCormick North Village Residential East Final
Plat conforms to the applicable zoning requirements and Port Orchard's Comprehensive Plan;
now, therefore;
Docusign Envelope ID: 96123DBO-1734-4454-ACA9-5EO80DC7465C
Resolution No. 015-25
Page 2 of 2
THE CITY COUNCIL OF THE CITY OF PORT ORCHARD, WASHINGTON, HEREBY RESOLVES
AS FOLLOWS:
THAT: It is the intent of the Port Orchard City Council that the recitals set forth above
are hereby adopted and incorporated as findings in support of this Resolution.
THAT: The Port Orchard City Council approves the final plat for McCormick North
Village Residential East, as illustrated and as legally described in Exhibit A, attached
hereto; and
THAT: The McCormick North Village Residential East 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.
THAT: The Resolution shall take full force and effect upon passage and signatures
hereon.
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 81" day of April 2025.
ATTEST:
Signed by:
1: Ujam,t,
raHWMIT96e, MMC, City Clerk
Signed by:
P4MA,SWA,
Ro er ` u aansuu, Mayor
SEAL..•_
''��OF r�i�i,At+�r���
Docusign Envelope ID: 96123DBO-1734-4454-ACA9-5EO80DC7465C
RECEIVED
PERMIT CENTER
Mar 28, 2025
CITY OF PORT ORCHARD
COMMUNITY DEVELOPMENT
McCORMICK
WOODS
VILLAGE
EAST
A PORTION OF THE SE 1/4 AND SW
1/4 OF THE
SE 1/4 OF SEC.
05 TWP. 23N., RNG. lE. W.M.
CITY OF PORT ORCHARD KITSAP COUNTY
WASHINGTON
3
cn
F-
U
3 SW HUDSON DR
C)
0
im cn
cr w
0
w
J
w
HIBISCUS CIR SW
v_ OQ
SW YARROW ST
,yv
SITE
OQ
OLD CLIFTON ROAD
VICINITY MAP
1"=1000'
LEGAL DESCRIPTION:
LOT 2, CITY OF PORT ORCHARD SHORT PLAT NO. PO-155 (LU22—SP-01), RECORDED IN
VOLUME 24 OF SHORT PLATS, PAGE 152 THROUGH 153, UNDER AUDITOR'S FILE
NO. 202208230176, BEING A PORTION OF THE SOUTHWEST QUARTER OF THE SOUTHEAST
QUARTER, SECTION 5, TOWNSHIP 23 NORTH, RANGE 1 EAST, W.M., RECORDS OF KITSAP
COUNTY, WASHINGTON.
BASIS OF BEARING:
ALL BEARINGS AND DISTANCES FROM CITY OF PORT ORCHARD SHORT PLAT NO.
PO-155 (LU22—SP-01), RECORDED IN VOLUME 24 OF SHORT PLATS, PAGE 152 THROUGH 153,
UNDER AUDITOR'S FILE NO. 202208230176, RECORDS OF KITSAP COUNTY, WASHINGTON.
SURVEYOR'S NOTES:
1) THE MONUMENT CONTROL SHOWN FOR THIS SITE WAS ACCOMPLISHED BY FIELD TRAVERSE
UTILIZING A ONE (1) SECOND THEODOLITE WITH INTEGRAL ELECTRONIC DISTANCE
MEASURING METER (GEODIMETER 600) AND REAL TIME KINEMATIC (RTK) / STATIC
GLOBAL POSITIONING SYSTEM (GPS). 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
OCTOBER 08, 2021, THE DATE OF THIS FIELD SURVEY.
4) FULL RELIANCE FOR LEGAL DESCRIPTIONS AND RECORDED EASEMENTS HAVE BEEN PLACED
ON THE TITLE REPORT FROM FIRST AMERICAN TITLE INSURANCE COMPANY, 5TH AMENDED
GUARANTEE NUMBER 5003353-0003619E, DATED JANUARY 30, 2025. NO ADDITIONAL
RESEARCH HAS BEEN ATTEMPTED.
5) OFFSET DIMENSIONS SHOWN HEREON ARE MEASURED PERPENDICULAR TO PROPERTY LINES.
6) THE PURPOSE OF THIS SURVEY IS TO SUBDIVIDE LOT 2, CITY OF PORT ORCHARD SHORT
PLAT NO. PO-155 (LU22—SP-01) INTO 67 LOTS AND 13 TRACTS.
TRACT NOTES:
1) TRACT 1 IS A PRIVATE ACCESS AND UTILITY TRACT, TO BE OWNED/MAINTAINED
BY MCCORMICK VILLAGES LLC, FOR THE BENEFIT OF LOTS 16, 17,
18 AND 19.
2) TRACT A IS A FUTURE DEVELOPMENT TRACT FOR RECREATION OPEN SPACE,
TO BE OWNED/MAINTAINED BY MCCORMICK VILLAGES LLC.
3) TRACT B IS AN OPEN SPACE AND LANDSCAPING TRACT, TO BE OWNED/
MAINTAINED BY MCCORMICK VILLAGES LLC.
4) TRACT C IS AN OPEN SPACE, PARKING AND LANDSCAPING TRACT, TO BE OWNED/
MAINTAINED BY MCCORMICK VILLAGES LLC.
5) TRACT D IS AN OPEN SPACE AND LANDSCAPING TRACT, TO BE OWNED/MAINTAINED
BY MCCORMICK VILLAGES LLC.
6) TRACT E IS AN ACCESS AND PARKING TRACT, TO BE OWNED/MAINTAINED BY
MCCORMICK VILLAGES LLC.
7) TRACT F IS AN OPEN SPACE AND LANDSCAPING TRACT, TO BE OWNED/MAINTAINED
BY MCCORMICK VILLAGES LLC.
8) TRACT G IS AN ACCESS AND PARKING TRACT, TO BE OWNED/MAINTAINED BY
MCCORMICK VILLAGES LLC.
9) TRACT H IS A FUTURE DEVELOPMENT TRACT, TO BE OWNED/MAINTAINED BY
MCCORMICK VILLAGES LLC.
10) TRACT I IS A STORM AND OPENSPACE TRACT, TO BE OWNED/MAINTAINED
BY MCCORMICK VILLAGES LLC.
11) TRACT J IS AN ACCESS AND PARKING TRACT, TO BE OWNED/MAINTAINED BY
MCCORMICK VILLAGES LLC.
12) TRACT W IS A WETLAND BUFFER TRACT, TO BE OWNED/MAINTAINED BY
MCCORMICK VILLAGES LLC.
13) TRACT X IS A FUTURE RIGHT—OF—WAY TRACT, TO BE OWNED/MAINTAINED BY
MCCORMICK VILLAGES LLC.
li10100WoMANNU•440uy10001
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 ALL THE UTILITY EASEMENTS AS SHOWN ON THE
FACE OF THIS PLAT, 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.
SHEET INDEX:
SHEET 1: ACKNOWLEDGEMENTS, APPROVALS, SIGNATURE BLOCKS DEDICATION,
SURVEYOR'S NOTES, TITLE REPORT ITEM NOTES, AND BASIS OF BEARING,
LEGAL DESCRIPTIONS, SURVEYOR'S CERTIFICATE AND UTILITY EASEMENT NOTE.
SHEET 2: INDEX MAP.
SHEET 3: SURVEY CONTROL SKETCH AND DETAIL "A".
SHEET 4: PLAT MAP.
SHEET 5: PLAT MAP.
SHEET 6: PLAT MAP.
SHEET 7: PLAT MAP.
SHEET 8: EASEMENTS LAYOUT.
SHEET 9: EASEMENT DETAILS.
SHEET 10:EASEMENT DETAILS.
SHEET 11:EASEMENT DETAILS.
,
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 FREE CONSENT AND IN ACCORDANCE WITH OUR DESIRES.
THE BREMERTON WATER AND PORT ORCHARD SEWER UTILITIES LOCATED WITHIN THE PUBLIC RIGHT—
OF—WAY OR PUBLIC EASEMENTS, SHOWN HEREON, ARE TO BE DEDICATED TO THE CITY OF
BREMERTON AND CITY OF PORT ORCHARD, RESPECTIVELY.
THE STORM CONVEYANCE SYSTEM LOCATED WITHIN THE PUBLIC RIGHT—OF—WAY OR PUBLIC
EASEMENTS, SHOWN HEREON, ARE TO BE DEDICATED TO THE CITY OF PORT ORCHARD.
IN WITNESS WHEREOF, WE HAVE HEREUNTO SET OUR HANDS AND SEALS THIS DAY
OF 2025.
MCCORMICK VILLAGES LLC,
A WASHINGTON CORPORATION
BY:
ITS:
ACKNOWLEDGEMENTS:
STATE OF WASHINGTON )
) SS
COUNTY OF )
ON THIS DAY OF 20— BEFORE ME,
THE UNDERSIGNED, A NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON,
DULY COMMISSIONED AND SWORN, PERSONALLY APPEARED TO ME
PERSONALLY KNOWN (OR PROVEN ON THE BASIS OF SATISFACTORY EVIDENCE) TO
BE THE OF MCCORMICK VILLAGES LLC, A WASHINGTON
CORPORATION , 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.
NOTARY PUBLIC IN AND FOR THE STATE
OF WASHINGTON, RESIDING IN
MY COMMISSION EXPIRES:
PRINT NOTARY NAME
TITLE REPORT ITEM NOTES:
1) DELETED BY TITLE COMPANY.
2) ITEM CONCERNING AN ACCESS EASEMENT RECORDED UNDER RECORDING NO.
3043944. MODIFICATION AND PARTIAL TERMINATION RECORDED UNDER
RECORDING NO. 200504280244. PARTIAL RELEASE OF SAID EASEMENT
RECORDED UNDER RECORDING NO. 200510310347. REMAIN OF EASEMENT
IS IN PUBLIC RIGHT—OF—WAY. NOT SHOWN HEREON.
3) DELETED BY TITLE COMPANY.
4) ITEM CONCERNING A DEVELOPMENT AGREEMENT RECORDED UNDER RECORDING
NO. 204012240340. NON —SURVEY RELATED.
5) ITEM CONCERNING AN ASSIGNMENT OF AGREEMENTS, EASEMENTS, COVENANTS
AND RECORDED INTERESTS IN PROPERTY, RECORDED UNDER RECORDING NO.
201512310228. NON —SURVEY RELATED.
6) ITEM CONCERNING A DEVELOPMENT AGREEMENT RECORDED UNDER RECORDING
NO. 202102190203. AMENDMENT AND MODIFICATION RECORDED UNDER
RECORDING NO. 202403080017. NON —SURVEY RELATED.
7) ITEM CONCERNING A DECLARATION OF COVENANT ASSOCIATED WITH
PERFORMANCE OF SITE STABILIZATION AND EROSION AND SEDIMENTATION
CONTROL, RECORDED UNDER RECORDING NO. 202404120199.
NON —SURVEY RELATED.
8-9) TITLE COMPANY CONCERNS. NON —SURVEY RELATED.
10) ITEM CONCERNING A DEVELOPMENT AGREEMENT RECORDED UNDER RECORDING
NO. 202210050135. NON —SURVEY RELATED.
11) ITEM CONCERNING A DEED OF TRUST RECORDED UNDER RECORDING
NO. 202407290138. NON —SURVEY RELATED.
12) ITEM CONCERNING AN ASSIGNMENTS OF LEASES AND/OR RENTS RECORDED
UNDER RECORDING NO. 202407290139. NON —SURVEY RELATED.
13) ITEM CONCERNING FISCAL RESPONSIBILITY IN THE PROPERTY.
NON —SURVEY RELATED.
PLAT NOTE:
1) ALL LOTS SHALL ACCESS FROM INTERIOR ROADS ONLY.
2) IF ANY PORTION OF PROPERTY WITHIN THE BOUNDARIES OF THIS SUBDIVISION
TRANSFERS OWNERSHIP SO THAT MORE THAN ONE OWNER CONTROLS LAND WITHIN
THE SUBDIVISION, CC&RS SHALL BE CREATED AND RECORDED.
130911L0]01I 1
CITY ENGINEER
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 AND OTHER STRUCTURES. EXAMINED AND APPROVED
BY ME THIS DAY OF 2025.
CITY ENGINEER.
CITY COUNCIL
APPROVED BY THE CITY COUNCIL OF THE CITY OF PORT ORCHARD THIS
—DAY OF
ATTEST:
CITY CLERK
MAYOR
2025.
CITY FINANCE DIRECTOR
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.
EXECUTED THIS _ DAY OF 2025.
FINANCE DIRECTOR
AUDITOR'S CERTIFICATE
FILED AT THE REQUEST OF STEPHEN H WOODS, PLS, THIS DAY OF
2025, AND RECORDED IN VOLUME OF PLATS, PAGE (S)
RECORDS OF KITSAP COUNTY, WASHINGTON.
KITSAP COUNTY AUDITOR
FEE:
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
EXECUTED THIS _ DAY OF 2025.
COUNTY TREASURER
COMMUNITY DEVELOPMENT DIRECTOR
I HEREBY CERTIFY THAT THIS FINAL PLAT IS CONSISTENT WITH ALL APPLICABLE
TOWN/CITY IMPROVEMENT STANDARDS AND REQUIREMENTS IN FORCE ON THE DATE
OF PRELIMINARY 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 AND OTHER STRUCTURES. EXAMINED AND APPROVED
THIS DAY OF 2025.
COMMUNITY DEVELOPMENT DIRECTOR
DATE
LAND SURVEYOR'S CERTIFICATE:
THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECTION
IN CONFORMANCE WITH THE REQUIREMENTS OF THE SURVEY RECORDING ACT AT THE
REQUEST OF MCCORMICK DEVELOPMENT CORP., A WASHINGTON CORPORATION, IN
SEPTEMBER, 2025. I HEREBY CERTIFY THAT THIS MAP FOR McCORMICK WOODS VILLAGE
EAST PLAT, IS BASED UPON AN ACTUAL SURVEY OF THE PROPERTY HEREIN DESCRIBED;
THAT THE BEARINGS AND DISTANCES ARE CORRECTLY SHOWN; THAT ALL INFORMATION
REQUIRED BY THE WASHINGTON UNIFORM COMMON INTEREST OWNERSHIP ACT IS
SUPPLIED HEREIN; ALL MONUMENTS AND LOT CORNERS ARE SET OR BONDED WITH THE
CITY AND WILL BE SET PRIOR TO RELEASE OF THE BOND. THAT THIS PLAT CONFORMS TO
THE APPROVED PRELIMINARY PLAT AND THE CONDITIONS OF APPROVAL THEREOF.
i.
3/28/25
STEPHEN H. WOODS, P.L.S. 38965
DATE
Docusign Envelope ID: 96123DB0-1734-4454-ACA9-5E080DC7465C
TRACT X
TRACT W
TRACT A
McCORMICK WOODS VILLAGE EAST
INDEX MAP
SW YARROW S T R-D_
fSEEW DEDICATED TO
----------------- I _ _ — — _ _ — _ DETAIL "q „ ON THE CITY
SHEET 3 OF FI PORT ORCHARD
I 11 10 9 8
12 7 6 5 3
13 �
17 16 15 14 � H 4 2 )
19 18
TRACT 1
SHEET 4 OF 11
1
0 60 120
SCALE.
1" = 60
TRACT H
0
43 E,
Q
0
SW FERITON ALLEY
Q*1D1Dym1ff*)m11
131C
4 25 26 27 28 29 30
21
22
SW ASHWOOD ST
44 I 45 I 46 I 47 ` 48
SW BELLEWE WAY
67 166 165 � 64
51
M
J F.
I SHEET 6 OF 111
62
63
61
OLD CLIFTON ROAD
m
M
59
56
57
SHEET 7 OF 11
TRACT F
MI
Job No. 21-198
( 9U T
E N G 1 N E E R 1 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 2 OF 11
Docusign Envelope ID: 96123DB0-1734-4454-ACA9-5E080DC7465C
r.100M
—�J
3 0-
U _
(Wn LLI
H
W 3
O
W W
LU
O ZO Lo
z¢CO
wm~�
¢ `'Q i
cC 7L]
Ln W
Ln
cn m Ln
CnCD
Q o o I -I
W HL.�>
McCORMICK WOODS
NO2°42'18"E 2679.27'
5D
VOO
�Q �f
069
\ S14
03'gy„
W
151.50
91243'S5„W
� Ls
l d` C�92 nz''o
10 ° c29 ,
Ro49j 5ogs,.
VILLAGE EAST
SURVEY CONTROL
cn
L0 co
0
Z3 ti
I � J
H W
W—(DO
CnWJZ
L.L- LO 0-
O Z J
0
cc
Q
O Z m d
LULU
Ln a- cr
Q I- l C-)
W S J Z
=Ln=)o
Z U U
1 3 J
O O Q Z
V1�UH
P1 PA"3-'0 , -a
Vol
L`nn�oo �"o o°48'43 — \ 301,
l��o 1��� RADIUS N�Jp qOF�e0 �,9Lu
N07 °0636'
i„�
?ui co 4 �9q \ a`�h`O 0�00�P�1 30'
m-
co q- cop
S0 �CJ'• / `� Lp L1 N 11
E LO / O1 Q �- ODmCD Ja¢ I
0'hPQ�P\1 m m Lc' m to cov
^, co Lo u CD u m
�y CD
0�LL9 C 2 �w�'j 11 / a co
W co
W to �
cu�CD
II
J¢ C ` II \ /
a�"� cu
I U) ROW VARRIES O LL � a I
o� z
Z LO
O C> o
31.47 ' m o ixF.,,
N O 3 a
o I-� � ,
N W p Q (ll ^ O O
// O Z
(OJI 11 G;' v ` > _
v
m S02°57'24"W 344.66'
cp
Lo
L "' qq L2 L1 C1 1 _ Cu
cOn- I v N9S��\q� G4 C3 C c`O0 I w
Sf' 1 o N / o
0
3 Iw
07 25 V n
3 m J 1 CV CCP - OQ
f V co
�¢ OJ QQ I •O
(0 Lo o Q Q Cos
LCOn
to
. J .00 Tom. • �
P P
130
9n�
J;
�1 I
I O
1
0 100 200 1 I I
I
1
SCALE,
U 1 U
w I w 1
» i QI IQ I
1 = 100 P ► o
cn Ico I
I I 1 zQ
LEGEND: I ► c�z=
25' I I waoz
cr="a
�= FOUND MONUMENT AS NOTED I I oZ :=Lo
I I I Lr C) - I
W Hmmdo
O = CALCULATED MONUMENT POSITION 1cc
I =1nwcnm
1 oz—mm
1 x�W(nCD En
SITE AREA: I I - M UZ-<cr
�QLn
I --I
Cu I 1 00 Cn CnW Q ¢ ¢m>
363832 SC FT m
(8.352 ACRES) -►—i _ _ _ _ 406.74'
NO2°59'23"E 461.74' — — I OD
PFTr T.Fv An a T% T.r LO
,DETAIL "A" (1)) = 20' )
/
l / S19
3953 55
�. 24, W
/0 14, \
pO,
( S19 5 _
39 1O 3'S5„W 39 24
cu
v c�-
o
o
v
COL'i
S16 °0'P Og W 94,
65,
�^ . S15 °48 43 W 9�2 00 -
/ (v nW (Tp RADIUS PD T \
ti
IN
C\2
CO
m co
v�
o / W S13 '09 , 02 W 91 20
(o
I co R
(�O / co Cu
J co
I �ti
I 1, m
fu V
I 0
I S10°07'23"W 89.30,
I
ILU
1
-
O
-
W
DEDICATED TO THE CITY OF PORT
I w SO7•16'30„W 88.55' ORCHARD
I �
lf) O
LD I Q, O
I TRACTco
I
I �
w
c" S07 °
I 16'30"W 88.44'
w
co -co I O
(p O
I�
c m LO
Ico
I
'-'-'
S07°16'32"
II
W 88.89 '
IN
mQ
(a v w
,ICu
Q C-u Cu
co LO
co �-
ti I
mr"
I
Ln co
al
of
Ln
ILA
LOw
S05 ° 19'37"W 89.89'
cr
I Fu
v (� O LLI
00
cr) co
to 0
LOco
S03°22'07"W 91.06'
w
Ln
Ln co
CO (*m
Ncri 00
p Cu
A
l7
S01 °55' 28"W (RADIAL)
LINE TABLE
LINE
BEARING
DISTANCE
L1
N09°45'57"E
16.29'
L2
N05'39'35"W
38.26'
L3
N21'13'42"W
23.13'
L4
N58'56'07"W
12.93'
L5
N53°49'11"W
51.12'
L6
N65'51'16"W
29.13'
L7
S25'08'21"W
21.73'
CURVE TABLE
CURVE
ARC
DELTA
RADIUS
C1
38.50'
44*06*50"
50.00'
C2
13.94'
15*58*45"
50.00'
C3
13.46'
15*25*32"
50.00'
C4
13.59'
15*34*07"
50.00'
C5
32.91'
37*42*25"
50.00'
C6
10.50'
12*02*05"
50.00'
C7
77.67'
89*00*23"
50.00'
Job No. 21-198
E N G 1 N E E R 1 N G• L L C
CIVIL ENGINEERSNSURVEYORS 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 3 OF 11 J
Docusign Envelope ID: 96123DB0-1734-4454-ACA9-5E080DC7465C
McCORMICK WOODS VILLAGE EAST
/ L=189.39' N82 °22'10"E
/ p= 36 10 13 30.00 \
R 300.00' 9.45'
4.15' �
i9
TRACT X
10"E o
1.76'
TRACT A /
- \ N82 °22'10"E 106.82'
/ 30.00'
_<qg 00 / 30.00' 30.00 /
TRACT A -
\ p 36°,0 33°0.� �3•. (FUTURE DEVELOPMENT TRACT
3° D' FOR RECREATION OPEN SPACE) o
Ln
12671 SF of J LO1 7
R=52.56' o 18 2867 SF
08 14' A= 63 °22'2g„ U, o0 19 0 2728 SF o
2700 SF rn m
4, S ° 4" ��9°yS � LOLO
r,S ` �23 , 8g°00'23" S8' 04" o
5 4 '
S,W YAR'R'0w-s
w
=17 , a
�s R-23 43 59 ,
30.00
23' 10.53'
60.00'
cn
w 14
0
0
16
15
�! 5402 SF
-1
N
2708 SF `no
J
2748 SF
m
Ln
"
rn
LO
m
co
LO
o
0
W
rn
o
w
�
o
N82°22'10"E
N82°22'10"E 265.95'
N82°22'10"E
143
o
W
J
13 Ln
Ln
2701 SF
o
r
m
LO
0
co
o
0
Ln
0
w
p= 0 °22' 07"
L=6.43
23.57'
TON ALLEY
N65 ° �0 64 4. 64 ' 4.29 60.00 Sys 4 F, _
2 S1'1 4� L=21.34' L=21.34' S82°22'10"W 30.15' 58' -
cti, 9.1 6 1, 6° 4.29' A= 12 °13'30" 85' 22 10"E 122•
3' W A= 12°13'30" 29. N82° CD
yj, l �4, �`1 S9c4�0 . R=100.00' R=100.00' - p= 2°41'56"
- - - - - - 0 1 30.00' 00' Q, - 122.58' L=46.26'
W TRACT W 3g„W gs�'o�0• 10°E S85°24'20"E P'38 122.58' N82°22'10"E 18.08'
N6 66 (WETLAND BUFFER TRACT) l-5I21N0 OOOS• 'vSS, N N834 29, TRACT 1 9 28" 25.28 00 N82°22' 10°E 30.00'
4 43. S2 1324 SF IRAS 99, (PRIVATE ACCESS & UTILITY) .o0 30 00' 30.00'
�9 1773SF LB Cil tit 14,50'
6. 4g • Z 1 C8
G4 �' N82 °22' 10"E
22.34' °'
NSg S a\\ \
12 �`' O, � 9S>9c��9
q
O r,'
00 �S
LINE TABLE
LINE
BEARING
DISTANCE
L8
N85°24'20"W
6.13'
L9
N55°38'36"W
16.08'
L10
N43°32'16"W
16.61'
L11
S30°31'40"W
10.00'
L12
S30°31'40"W
10.00'
L13
N66°11'53"E
21.11'
L14
S06°20'23"W
8.16'
L15
N07°37'50"W
30.00'
L16
S12°27'03"E
22.31'
L17
S83°48'11"E
22.67'
L18
S78°45'58"E
16.45'
L19
N84°22'31"E
15.81'
L20
S38°38'05"E
10.00'
L21
S38°38'05"E
10.00'.
L22
S78°45'58"E
20.03'
L23
N84°22'31"E
15.81'
L24
S78°45758"E
16.45'
L25
N68°47'58"E
10.72'
L26
N59°28'20"W
11.58'
L27
N59°28'20"W
11.58'
L28
N59°28'20"W
11.58'
L29
S30°31'40"W
10.00'
LEGEND:
°cep
00, 6O.
N
J°
U�
ow
'on o
0
z
0
cn
w
LO
LO
00
Cu
c*m -
m
fV
rn
� O
o
m°Lo
LO
J cc
4,
� 5
0.00
N64 QS"
1S
z
18 w
(gg6Z44)
4
1�i � /
562
/
o o m
o °� o
<
N73 °41,3p
CDLn_
o
,�
(Rq 6I4Q
Cits)10, 0mF.1:3ma
CURVE
ARC
DELTA
RADIUS
C8
17.07'
12*13*30**
80.00'
C9
16.23'
46*29*40"
20.00'
C10
9.00,
1*02*12"
497.50'
C11
9.00,
1*02*12"
497.50'
C12
45.55'
90*00*00"
29.00'
C13
25.03'
49*27*14"
29.00'
C14
10.57'
0*41*18"
880.00'
C15
28.76'
29*57*31"
55.00'
C16
47.47'
49*27*15"
55.00'
C17
5.36'
10*35*12"
29.00'
C181
28.13'
80-35*56"
20.00'
C19
29.31'
15*24*25"
109.00'
C20
4.79'
6*51*26"
40.00'
C21
5.86'
6*51*26"
49.00'
C22
6.77'
5*02*13"
77.00'
C23
5.98'
5°02'13"
68.00'
C241
6.94'
6°51'26"
58.00'
C25
24.82'
12*03*08"
118.00'
C26
23.61'
35*54*26"
38.00'
C27
9.38'
14*06*34"
38.00'
C28
14.43'
21*45*52"
38.00'
C29
20.87'
29*53*31"
40.00'
C301
3.66'
10-29-13"
20.00'
FOUND MONUMENT AS NOTED
SCALE.
1 » - 30 O = CALCULATED MONUMENT POSITION
• = SET #4 REBAR WITH RED PLASTIC CAP
STAMPED "CONTOUR PLS 38965."
= CITY OF PORT ORCHARD STANDARD MONUMENT TO BE SET.
rn o' Q'L n
11 T Ln w 24
L U, 5719 SF
9' 9 J L51 23
Cn
N Lnw o 22 2760 SF LD
21 2760 SF LD N
J 1 �' 20 0 2823 SF LOry o0
cn n 0 3301 SF m o 0
O fn rn O
ni rn co
N S7
n n c � o
0 ow 00, 18.08'
o cn 30.
30.00'
4, 4�3j 01 N82°22' 10"E°78; 603,.E 78.63' -
g106..06, �� N82 22 12.38'
-1 1)„ 9 �� I 66.25' 4,, l\.
00, N82 °22' 10"E 37.25' '9 f0
P 55 0.� p0 4., l,, c'p 9S? cn
P� TRACT B
L=25.60' (OPEN SPACE) 6`''S c�•
�jOs. �2 2p A- 32°35'43" 1057 SF l>„
60 9F o 1 S87 °02'36"E 82.77'LO
o o .
42 om 91 19
CD
LO
2767 SF
LO
J
LO
J J vv
m C6
Cu
O
co
S87°02'36"E 96.93'
I
yy
L9
v
w
cuu
(.0
of 43
CC)2853
10 '
I
10 '
Cu
0
c'
i�
SF
o
3
r
cu
o
rn
cn
`"
LO-
�'' `
41
o
o
E+
N
z
coo
N
m N
2911 SF
o
I ;u
a '�
m
r
cu
�
S87°02'36"E 97.02'
x
LO
W Cll
LO co co
A
CV
"'
.
S87°02'38"E
O
cD
o 0
40
a
34.00 '
I
3
m
2911 SF
0
3
3.50 '
3 .00 '
'�'
v
cu
m
CU
N87°02'38"W 50.50'
r
S87°02'36"E 97.02'
I
nru
co
f
U
O
con
m
C.
39
9'
9'
z
m
2915 SF
x X
m
A= 6°51'52"
E" 0-
U 1 u'
I
S87°02'36"E 97.87' L=14.14'
C4 LU CU
HLUrti'
ti
A= 5°11'16"--
cc
10'
10'
L=10.68'
a.
38 ti0.2�
-``
9\ 9 �f
3570 SF
<'o Oopc'•
S87 °02' 38"E o,`Z2o
o I
°o o,,
8.86' A= 9 °52' 39" o Q
L=54.91' R=318.50'
co
co
S87 °02' 38"E 38.86'
Q' _ 15 °2 4'25"
L=88.07' �
3
N
m SW CLYDE
r,
L0
Cu
O
m
Ln
0
A
cn
cn
rn
LO
w
O
0
L=41.92'_�
14
O
LOY
Job No. 21-198
E N G 1 N E E R 1 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 11 J
Docusign Envelope ID: 96123DB0-1734-4454-ACA9-5E080DC7465C
McCORMICK WOODS VILLAGE EAST
&193 /
5$ �
l 6�' Sg ' \
/ 4--
Sp9 , �,� 21,
� 3910,39 4, , . A 5�q 0 \ \ �
m 2q Sg ' 0 4
ROW I, Q v `,
\92.1 3g -to7j • \
3EE SHEET 4 OF 11 FOR LINE AND CURVE INFORMATIOP
l 4gjFS 4; 10
Sg • 49 a o
W '� rn 25 •, 150 P�
l� ti
S16
¢ `o ti 02 OS °ly 94 65 0
/ o o 0o eq T
En C�j
o Q '�� oti 1 •• �q" q 96' 91 q0 ° (o
cu
�o / - S13 °0 `L o ;°j o �U Nip . 0 ?j
_ _ m I N 9 ' 02 „W 91 20 0 ,`� O io q 31 10 F 1
' o J ;>
/ o~o ► v io P J' 1,0 90
a w v cu CO
ti ' S1p • J m Ln of
o~ ^^ 07'23"W 89.30' v ti M In�0. N� 0t
.l
ao / CIO'°���
�CD W �aI C6
¢ �cf) Icn
o
�rn v m C�2u' R'N '�'o
:'rn N
co ce)
If it (�o LLI pv 2
o o S07°16'30"W 88.55' J a ru '6 6 ,`�
RACIf
00 (~ � �' T _' a ti ry
o I (STOgM13� PEN SPACE) d_ 0.51 '35" I 60.55'
cD o
. ,
co I o
M
v
I
LLI
ED
I,t
o
n
SQ l., I
NNI
co
co
I
LL L6
N �
to
m m L6
C.
W o
W
Ln (ll
coQ
�m m
� m
cn cu
7 SF L=15.00' —
S07°16'30"W 88.44'
En o
LO 00
In ? o LO
(V ti
O
m
If 11
aJl
SO °16'32
W
En
CO uo
(U
00
cu
S05 °19'37"W 89
8g
711,
u�
m
Cu
S03°22'07"W 91.06
S01 °55' 28"W (RADIAL)
LL
cn
I�
cn
(D
rn
(n
(m
cu Cu
J 4
S00°33'17"E 91.44'
Im—
in
m
L`
O
In
N r-
;n
0
0Go
Cu
CD
11
cpcc
J 4
S02°33'51"E 91.26'
m
U_
m
cn
LnW
r-
II
v W
00
CV
a
c.i .�
N r
In
m
SO4°31'22"E 90.95'
J
v
Ln
ROW VARIES
UI W
-I Cu
.--I (D
m
J W
Cu
Lo
90.52'
S06°2B'51"E
tP
N
L-
cn
N p
CO
�--I cD
rn
c^u
31.47'
N
t °a
J
I
N
E 90.05'
co
S07-37'50'
N
U_
to
cn
m
o
v O
c\l
N
a
W
to
0
30
60
SCALE:
1" = 30'
cn
�v
z S08 °12'03"W
93. 73,
I�
`r Sv
Y
a
v cu
U
It it
JQ
ca
FN+1 en
E''w
I
U
v
cm
nIo
to
yr
oLn
„ m
.
aJ
(m
0
JIf
O
p
O
O
m o
0
I Cu0
CC)
cn
If
O cc
c
U7
V
03
m
oin
tito
m
as
V
a
as
(�D clu
V
Q)
I
(O
In
(u
Cu
O Ln
m It
J
_,
G
If
JIf
d
CD
O 00
o ti
(ID O]
J
CV
:to
.44
co
Q
n co
vrn d
ti D1
clu
It It In
4 J In
(n
m
II
m J
o
v o
�+ o
m
d J
I
� I
O W
O of
Qi
Z
.�
N n H
(D W
to A
0
N �
to ,6
O J
(D
IaJ
O l(L 1
cn
J 4
m
LL'l
O to
In
cn
m
11
J 4
V,
�r
Lnn LO
r.
W O
6 0
S06 °39'23"W g
LL_
O cn
Cr) m
O
rn
Cu
SO4°43'30"W 92.00'
LL_
c O
WN
S02°47'37"W 92.00'
L�
00LO
cVm
O
Q)
(u
S00°51'44"W 92.00'
U_
En
o
rn
(ll
S01°04'08"E 92.00'
LL
to
O
O)
cV
S03°00'01"E 92.00'
W
cn
C\2 m
0
rn
Cu
SO4 °5 92.00'
W
It
Cn
c
n
Ln
n
33.17' �v
n ~
C
J 11
O
(11
1'u co CO (rj
CD ^ If,
It
v
J J
to L14
o
0 00 60tit m
b
d J
e26� 4, <,1
If 9 q3 0'
aCu
J ,06 1 ,Ob Q l..
O
a
Q�� ps, \
m
CD
O
N
•
to o
m
v
U-
En
c, m
1
ce)
II II
aJ
= O
to
�O
m o
S02 °57'22"W
to
19e
mc00
24.60'
,,,
o
cu
(r)
,T cr
CD
O
co
m
LO O
1•n o
If ti
a m
O
I�
N-
0 0
O
2
11,\
do
- rn
11
co Q'
a J
o `v
°C
S02°57'22"W
86.24'
��
'a' 7 m
S02°57'22"W 120.00'
1"
J
N
30.00'
30.00'
30.00'
30.00'
In CD
•LL 1 O
N. d
O
ti m
If If
IV In
J
`�
�
II
(j
4
_
v to
mo
f
H J J
Vi
o
LU
to
co
cm
o
0
0
o�
A
J•
m
w
o
Co
m
Ecu Wn D'
LL
rn
CD
o (n
O W
O
v
N
w
CO c>
LO
Cfl
W
W
►�1
Ln ti
•
aD
cn °N°
O
co
N m
O
m
m
@)
rn
^
N
(on
mm
it
�+
(fin
O
cv
O
N
cu
P
II n
co
U1
cn
co
to �
�Ni
cnV
cn
1
N
Oti , Oti
co (°Nu
911
V
(D
N
it
J
rn
��
15.52'
30.00'
an nn-
0
N -
C 17 Q'
SEE SHEET 4 OF 11
LEGEND:
0= FOUND MONUMENT AS NOTED
O = CALCULATED MONUMENT POSITION
• = SET #4 REBAR WITH RED PLASTIC CAP
STAMPED "CONTOUR PLS 38965."
= CITY OF PORT ORCHARD STANDARD MONUMENT TO BE SET.
S02 °57'22"W 104.50 - S02 °57' 22"W 115.16'
C19
Job No. 21-198
E N G 1 N E E R 1 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 5 OF 11
Docusign Envelope ID: 96123DB0-1734-4454-ACA9-5E080DC7465C
a
Lo
N' �L
o �
u
J !,
I , or
ti� 2� ti0�2
�oo0 4,�'36
U O,. 9, p1e5q •�(
L14 ` 00
00 60 . 6t .
McCORMICK WOODS VILLAGE EAST
.6 1.6
LO
C9
CC)m
4<
L u
co
m
0
cri
S02°57'24"W 388.01'
0 30 60
LEGEND:
FOUND MONUMENT AS NOTED
SCALE.
1 » — 30 O = CALCULATED MONUMENT POSITION
• = SET #4 REBAR WITH RED PLASTIC CAP
STAMPED "CONTOUR PLS 38965."
= CITY OF PORT ORCHARD STANDARD MONUMENT TO BE SET.
3EE SHEET 4 OF 11 FOR LINE AND CURVE INFORMATIOt
LT(O
LC]
m
LU
v I
Lti
m
co
w
m
ti
LU
U
_ 118.63' o
S02.57'24"W 400.34' SW ASHWOOD ST o
344.66'
Job No. 21-198
E N G 1 N E E R 1 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 6 OF 11
Docusign Envelope ID: 96123DB0-1734-4454-ACA9-5E080DC7465C
McCORMICK WOODS VILLAGE EAST
0
�02 �s.
2)
;MATION 6h Vol
0
cc
s
21 ' J9 lf)
-
6
�,1 g9 `pCC�cg2p00 5 so. �` �v'
g0
65 ��
10iy o0 oa c0 p'oo
u
'`�' °' o �' p • N16 ° o
N18 16 2g W ('940, )
m �il
g96sg�•
c'0 . 00 , 6,.
I'V O� J
N37 °24' 33"W
.o� (RADIAL).
M N
1 0
m
S30'25'05"E 90.50'
S22°49'15"E 90.50.
0
S19 °01 20 E
O90, 50 ,
co (b
0
2�
S�5 °13 �5 „F 9p.
50
(b c�
0 h
S11 • R
�� 25 30 F 90 ft
so,
o
SOS 3j `'9'�c
9p )�
^� k
b
T� w LEGEND:
FOUND MONUMENT AS NOTED
C3�`�� °� / O = CALCULATED MONUMENT POSITION
• = SET #4 REBAR WITH RED PLASTIC CAP
- L8 8q 3' �22 0 °2 STAMPED "CONTOUR PLS 38965. "
�d M1 _ R=20•00 AZ x/ `'� �a _� = CITY OF PORT ORCHARD STANDARD MONUMENT TO BE SET.
SCALE:
1" = 30'
Job No. 21-198
( 9U T
E N G 1 N E E R 1 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 7 OF 11
Docusign Envelope ID: 96123DB0-1734-4454-ACA9-5E080DC7465C
McCORMICK WOODS VILLAGE EAST
EASEMENT LAYOUT
c, SFF *4TF \
/ OFT Fq NO qFp \ C
P9 / � 3 ', 3 a q1� U6FNT �cgTl \ \ ��
I I 3� cn \ C''�
CQ
N"
m..�� LO
10'UE_ I(SEE WATER EASEMENT �� SFF �ITy J
DETAIL "W18")
TRACT I � Q �s TFq gFTgICqsFM
I co w ` cv Q / FF O Fqs
5 ' UE —,q I cn o / FTgl<MFLO LO LO
NT
cv TRACT Q o in
I`
IW3
Q�
co
3 ` I
ILLI
I
v
I
I
I
WCS0
~
LO
Q co- (fJ Q Cu
co
3
WLLJ
C3
W�
ILLJ
IOD—WJ
LU
QCf] 111.1
Cu
W
3
Wfm I
f LU J
co QH
W Q
CO
`� LU
I
LLI
¢WI—
Ho
� 3 CD
..-.
LU Lu
fLL''U, I
H W
LLIz= Q�
-
¢ww
=yLO
I
Z =
C7 U W
I
OC]
W H z I
W 3
U) ¢
W W O
Q
E-
co
cc mco
W4
LU
cu
w�
Q3 o w=
p
WATER EASEMENT
UD
LU.�
O JI
(SEE DETAIL "W20°)
ti
H3
QH
`" LU
V]—
------
—
r6
Z= w
��
cn
W I'
LU Y LU
�1
V'.
LU H tV
g �' 10 H
Z
Q~
L" HW
I-
W
LU
N
�m I N
wH S`�
v1
v
I
o
LU LU 00
w�
�-, LUa
'j >Uj
cn
N
aN'
3wo L
J aw
Ln
w C�2
mH I
LO
wa U
L)
I
m
r I
o H
co Cr
W rn¢
� o
E-4
U)
rn
D
F q W
Qi
I
rn
m
R=
H m I
g
r N
CrD
I
m
E-
W z
rn
J�
ry
I
nz
TRACT B
HOUGHTON ALLEY
I
z
SW
m
co
"'
LOco L U, c
I
om
n
rn
mZE m�
5'UE
��
Ico
C� o�
L
I
w
m
m
I �,
�m ter"
cn
z3 i-3
I
H3
c
H 3
IJ
�Z
w¢
I
—1
G
�
I W
vi C3
--I WH
I �QF¢—
WH
EJ
U1
I1
JZ ��
WW
WQ
QH �
WO
co CWl1Q 00
��
WW
I�:30
m
m sG�
3� ¢cvwn
aco
¢cwn
�N
c \
3_
I
7.17'
mD
:m
I 20 32'44
N=
v�
----
�—
I
LO _Fz
�m
I
I
CD
T �� SW ASHWOOD ST
L=2
27 '
69 16
J
cn
m
N=
co rn ZE
co
1 �m
19
'
v
'-b 00 ,
Wcm
r m
00 O0 ,
I
I�—WATER EASEMENW31„)
WATER EASEMENT
x
cwn
LU a
?
(SEE DETAIL
(SEE DETAIL "W25")
I
ow
�
w
rn
m
E-
u'
I
ao F,
N
I
LU
w-v
ry
a�
N
C
W ¢
Iv
3
Wo
VZ
H
I
/ I
\
�
I
E-
�
/ I
E-
L�
E
E-
E-
LEGEND:
UE = UTILITY EASEMENT
SEE EASEMENT DETAILS ON SHEETS 9, 10 AND 11 OF 11
=
w
�
Q�
W Wo
\
cc
ww
En
1�
LO
\\
H Ln
W
w°
Lo Cn J
wQ
FO
\
/LU
JW Q
\
LU L
a� w
w
U.) J /
¢ -I
w¢
^
LU
w�
cc) JW
w`
LU
QN
=v
W ¢'
I- 0
H
H w
59
w
E-
d
E-
�P
O 9�
< 9
a
J
co
►'y
U
1
c0
O
I
I
Q0
W
I
�✓
I
I
co
W
LU
Q
H
W¢
I
Yw
H p
Z�
w
H
JW
W
I
I q CLU
LU
U')
Z)
L0 J
I
co
LUa 10'
11J_
�o
----
HLU
—
LU
YZ
M
ti
SCALE:
1" = 50'
Job No. 21-198
E N G 1 N E E R 1 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 8 OF 11
Docusign Envelope ID: 96123DB0-1734-4454-ACA9-5E080DC7465C
W1
I 2 I
a' 0 2�'
45'S1 „
I
3
a;° 66 , I
3g pB„ I
I ERjToN 4 91 ?o. oo,, I
25'Og„
--------y----
W8 W9
I 12 1 I
113 w 1 114 w
4' 4
Y
I SW FER1'TON ALLEY I
McCORMICK WOODS VILLAGE EAST
WHO"
4
31
r 4'
SW FERITON ALLZI, I
I
i I
I I
I
I —S,W FERITON ALLEY I
EASEMENT DETAILS
1�?
r, -
1 5 E~ I
I � I
I r � I
IF5 I
I
ISw FERITON I
I— — — ALLEY
W10
1 15
116 "' I
I 4' 4'
��SW FERITON A'�Y
I
I
I
1�
Ig m I
I 51
�4 —� I
4 � I
I
SW FERITON I
ALLEY I
----
W11
I 17
0
I o 0
I
I L3 N82°34'46 E I
11 8 0 5.00' L=o.48' I
� R=100.00'
w �= 0°16'23"
I � I
4.64' �4.64' `-4.31'S07-37 I
S85°24'20"E 9.28'
I
TRACT 1
W5
8 m 7 1
I
I f 4 � I
4 I
SW FERITON ALLEY 1
I
19
W6
8 1
� I
I � I
I
—SW FERITON ALLEY
W7
I l0 I
In to
I I
I IL
I 1
— SW FERITON ALLEY
W13
W 23
122 —� I
4' 4,
SW ASHWOOD ST
W14
III
— _e25w24 D ST OOSWASHW
I
W15 W16 W17 W18 W19
— —I
1 25 26 I m I ;,, I I o0
1 1 1 27 28 I I 29 30 1 1
I _ _�
4 4 I 4' 4'1 I I r 4 l I I �13 25' / C\8j 5e' A,3 SW F' S60 45 52 �� 11'�oc' ��
SW ASHWOOD ST 1 4 ' I d 2 °30 - °2 00 - ERITO ��
0
46 0 1, > _
SW ASHWOOD ST I I I �; a' 16 ° N 3 4'10• ti
I I --------I I SW`SHWOODSTI IU 4=216' 0 4�623,3�65jIY 4,22s0��, o`v 32
--------1 a
I 0 3� N2 1 49'34„
31 cot° 001 26,F
3> >4
I N59 35 4 o. 22 , � � ° " 4. a ° a 5 q
co IV30 28 �4 W po �3 '3B " \ a�o° �d S?, °9
3 F
r•00, e„~
NS9 ,
I e 110
I I I 1�5e• I
IL— — — — — ——————— — — — — ——
L—————————————————— — — — — ————— — — — — — I
I--————————————————————————————————— — — — — ——
SW ASHWOOD ST
I
L=161.15' R=870.00' A= 10°36'46"
w- L=12.00' w- L=15.47' 3_
_ I wcn L=36.35' A= 2°23'39' = o l _ = o o L=12.00' 3_
rno A- 0°47'25" rno = mol _ L=26.78'
w o L-12.00' _ A- 1 01 08 - = A= 1 45 50
A= 0°47'25_ J ow cud L-- —Jcv --J
c,� L A 0 °47'25" �S
2°39'58' o o L o "'
L=40.48' A= o 0 0 o .
mC> CD T
lD U7 cn co Cll
o
L° m r i m cry
m L=6.06' A= 0°23'56"
I I
I
TRACT C 33
-- — — — —— 34 — — — — — — — — — — — — — — ————————————————————— — — — — ————————————— — — —
--I
W25
W21 W2 2 W2 3 I — —
I ----- I N87°02'36"W3�.w00'
H
31,
41 10
I W2 4
�3 I I 4339 I -I -I
I I-
14
o 4II II o II WOOD ST1 SWAS
O �—J 04Q I a ' 8?4.97
N87°02 36W 3.00' crA 82 2424 05II I
w a3fS�p��' 91�. 1 I 00
J 38 2
O� N '°��O
322.28' :��L—w
oG' co v N82°22'0 J W �
N o
m`m41 o „maS
'so
10
�J
,
f
o Ir
I o � `� m N
I A S06 °46' 15"E I
w C)L_---v� a 4.88,
TRACT H co o TRACT B NB3°31'43"E �N
1 o 9.22 �mr
I I
W26----------
— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — L=1.40'
42 A= 3 °59' 55"
Id�3.31' 14=�2' ���0 6W AS'H I H
0 °5226" / 0oD
ti(0 co 5 2 R,21� 00ST
S73 57'4 � � CO 4, s Qo ,o 5 18 34'43„
2 I --------------------------------
�9.m
I
10
6ti
4, 5° I Job No. 21-198
N H.
54 I �Q�OF W As9U Ir
yl�oo c
I E N G 1 N E E R 1 N G• L L C
38965 CIVIL ENGINEERS -SURVEYORS LAND PLANNERS
1 ss 9F�ISTEQ�� OQ, 4706 97th Street NW, Suite #100, Gig Harbor, WA 98335
f0 5 Phone: 253-857-5454 Fax: 253-509-0044 info@contourpllc.com tm
I I Nq
L ANC
----------------------------------------- --I 3/2S/25 SHEET 9 OF 11
Docusign Envelope ID: 96123DB0-1734-4454-ACA9-5E080DC7465C
McCORMICK WOODS VILLAGE EAST
EASEMENT DETAILS
W27 W28 W29 W30
j6160 I 1
N83'56'48.86\
TRACT E �, 1
I �1009 S 2 �9 -1A °5 � � � �, I I •y�o 0o D �, / / I 5� I r — "' I
LO
CD
, �o• P' 06 �A'• o.�o I 1\ ems. 20`' \qo q< I SV1 I I a � � o� a I
V'AAAS' D< a<p I -- ----- I o „� o
55 \\�q o // �� i 1 se,�s `n v l
'c
I � I
� 2 I
ITRACT F———————————————— — — — — —56 L=0.50' 57 I 58 ° I
-------- ---------------
W31 U 1
I - I I
TRACT
L=6.18' O S
I
I TRACT A m I — I� I� 21
L=17.80' 20 I
I 2.'
, p 50 59 30 5
2.5�
Nat °4r 46°E SW ASHWOOD ST I
9.85
L=3.17 ' ,LO
1 p=90411 L
U6
Li19i
1 29 30JE"
I �2.5'I 12.5'
SW ASHWOOD ST
I
DETAIL "B"
----------------
I
1 30 o
I
c
•�va�o`Oi 3 � I
So ti co 04 N
C 1
N28 °23 ' 19 "E c 1
1 7.34' I
co ACCESS EASEMENT
I
SW ASHWOOD ST
L————————— — — — — —
I
LOW
�' 24
1 --- l I
123 g
4.5,
SW ASHWOOD ST
--———— — — — —
—
I
U3
--------------
26
1
�— 2.5'
a
U4
271 1 r—
I �— 2.5',
27 28 1
I I � I
12.5'— .. 1
--—— — — — — —— SW ASHW— -- I
U7
, 66°05'10"
0 D
Q,Lp L=7.87'
0= 22 °32' 52" Sj�r
36 WOAD
Sp
00
4,
22 •fa
I
I
L— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —
I— SW ASHWOOD ST
1
I
I
I
I
I
I
I
I
I
SS9 ° I
�8•� I
'5
S92B
20., \
--————— — — — — —— — — —
I
Job No. 21-198
( 9 UE N G 1 N E E R 1 Nri 0 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 10 0F 11
Docusign Envelope ID: 96123DB0-1734-4454-ACA9-5E080DC7465C
E-
GO
A
0
9
U10
McCORMICK WOODS VILLAGE
EASEMENT DETAILS
----------------------------------------
SW ASHWOOD ST
U11
S
SW CLYDE ALLEY
�s�
v
qe
ss6
o o
1
I I
I
1S46°27'44"W
7.00'
o
I /
N
a �
44 1
clu - �� N 9 I
' —�I
1
1
v
I pn
I
; w � c>
1 um l flw o
E
o
— �n
I
v'
A
N87'02'38"W
s�
9�
0
l o
5.00'
43 T�
I�
Q
�
I
N
1
N CU
--——
—————— — — — — —I
1------------E-1
U15
RE
�b
I
�• B6 .
U12
44 45 1
—
I 2.5 12.5
I SW BELLEVUE WAY I
L— — — — — — — —
U13
146 4'7
71
I I
1 VUE WAY I
I --SW BELLE----
I
I
I
I
I
I
I
U18
EAST
M
� 14. 45 ,
20
�` 41 24
1
ASH. WOQD ST 35..
I
SW „ E 37 25
N82.22'10
—
I
1
a6
TRACT B N82152150,1E
2Q
__
�
N821310E 10°E
54 NS Z 1 80 '
cn z
C
cn cn
w
oo
Q�o
ao.
W L
42
I
/ ''
I
I
T
I
I
Iw
I
IN
;Q N87°02'38"W
oN 3.00'
41
H
Z
A
N 0
r.
LO
I
I x
Z
�I
S87 °02' 38 "E
I 3.00'
Z
CuI
m
►�
40
F
x
o
In
w
w
N
of
x1
1 Q
CU
Cu
L
IN
N
CD Z
I C.
39
N87°02'38"W
I 5.00'
I�L
I
N
N-
_j
I
I Z
1U
N
S87 °02' 38"E
N m 8.00,
38
1 o� IZN
o,
I N
I
I
I
I
L-----------------------------
SW CLYDE ALLEY
I
1
U18---
---
---------------
1 1 S W O VERLAKE
53
DR
I 1 - - - S83 °48' 11 "E 32.18'
1
5.01' 7.14'
w
--
1
N Iw
I
/
I
1
1
52
1 cu
`°
1
S•
Z�1 1N
1 1 20.00' Z
1 5.00' 1
1
I S87 °00 ' 24 "E 25.00 '
Zh
_ _ _
L—
— — — — —
I OLD CLIFTON ROAD
— — — — — — — — — — — — — — —
—
----------------
n0 .°° �= 88 °34, 04..
I
I
I
I
I
I
I
I
I
I
_ti30 31 1
40 F I
. 00 ,
I
Job No. 21-198
( io on
EN GIN TEERI 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 11 OF 11 1
I
I
I
I
I
I