041-11 - Resolution - Granting Final Plat Approval for McCormick Meadows Division 1Introduced by: Planning Director
Requested by: Planning Director
Drafted by: Planning Director
Introduced: November 22, 2011
Adopted: November 22, 2011
RESOLUTION NO. 041-11
A RESOLUTION OF THE CITY OF PORT ORCHARD,
WASHINGTON, GRANTING FINAL PLAT APPROVAL FOR A 71
LOT PLAT KNOWN AS MCCORMICK MEADOWS DIVISION 1
WHEREAS, on September 11, 2007, the Kitsap County Hearing Examiner
approved the preliminary plat for a subdivision known as McCormick North Phase II
(aka McCormick Meadows); and
WHEREAS, on February 16, 2011, City of Port Orchard City Hearing Examiner
approved the amended preliminaty plat of McCormick North Phase II (aka McCormick
Meadows) at the request of the pro petty owner; and
WHEREAS, on June 23, 2011 a final plat submittal was received for the
McCormick Meadows Division 1 for the subdivision of 71lots; 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 McCormick Meadows 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 McCormick Meadows conforms to the
applicable zoning requirements and Pott Orchard's Comprehensive Plan; now,
therefore;
THE CITY COUNCIL OF THE CITY OF PORT ORCHARD,
WASHINGTON, HEREBY RESOLVES AS FOLLOWS:
Resolution No. 041-11
Page 2 of 9
THAT: The P01t Orchard City Council approves the final plat for
McCormick Meadows Division I, as illustrated and as legally described in
Exhibit A, attached hereto; and
FURTHER THAT: The McCormick Meadows Division I 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 seven 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 P01t Orchard, SIGNED by the Mayor and
attested by the City Clerk in authentication of such passage this 22nd day of November
2011. 0 ""/
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McCormick Meadows Div. 1 J~N.L. Olson & Associates, Inc.
Engineering, Planning and Surveying
(360) 895-2350 or (360) 876-2284 Situate Within the NE 1/4 of the SW 1/4 and the SE 1/4 of the NW 1/4, Section 5,
Township 23 North, Range 1 East, W.M., Kitsap County, Washington
2453 Bethel Avenue, P.O . Box 637 , Port Orchard. WA 98366
Dedication
KNOW ALL MEN BY THESE PRESENTS THAT WE, THE UNDERSIGNED, OWNERS IN FEE SIMPLE OF THE LAND HEREBY PLATTED,
HEREBY DECLARE THIS PLAT AND GRANT EASEMENTS DEFINED UNDER EASEMENT PROVISION S ON SHEET 2 OF THIS PLAT AND
DEDICATE TO THE USE OF THE PUBLIC FOREVER ALL STREETS, OR WHATEVER PUBLIC PROPERTY THERE IS SHOWN ON THE PLAT ,
AND THE USE THEREOF FOR ANY AND ALL PUBLIC PURPOSES NOT INCONSISTENT WITH TH E USE THEREOF FOR PUBLIC HI G HWAY
PURPOSES ; ALSO THE RIGHT TO MAKE ALL SLOPES FOR CUTS AND FILLS UPON THE LOTS OR TRACTS SHOWN ON THIS PLAT IN THE
REASONABLE ORIGINAL GRADING OF ALL THE STREETS SHOWN HEREON ; ALSO THE RIGHT TO DRAIN ALL STREETS, ROADS AND
EASEMENTS OVER AND ACROSS ANY LOT(S) OR TRACT(S) WHERE WATER MIGHT TAKE A NATURAL COURSE AFTER THE STREETS
ARE GRADED. THE OWNERS TH EREOF, AND THEIR SUCCESSORS AND ASSIGNS, HEREBY WAIVE ALL CLAIMS FOR DAMAGES AGAINST
ANY GOVERNMENTAL AUTHORITY ARISING FROM THE CONSTRUCTION AND MAINTENANCE OF PUBLI C FAC ILITIES AND PUBLIC
PROPERTY WITHIN THIS PLAT.
DIMENSIONS AND USES OF ALL LOTS AND TRACTS O F LAND EMBRACED IN THIS PLAT ARE S UB JECT TO AND SHALL BE IN
C ONFORMITY WITH CITY OF PORT ORCHARD ZON ING REGULATIONS .
TRACTS A, B , D, F AND G OF THIS PLAT SHALL BE CONVEYED TO THE Mc CORMICK MEADOWS HOMEOWNERS ASSOCIATION UPON
RECORDATION OF THIS PLAT.
..
'
F eigley Road Partners, LLC
Acknowledgments
STATE OF WASHINGTON )
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COUNTY OF t(i VC.. )
ONTHIS 7..-DAYOF Nlrt/fM&((. :l.D/( , BEFORE ME, THE UNDERSIGNED, A NOTARY PUBLIC IN AND FOR THE STATE OF
WASHINGTON, DULY COMMISSIONED AND SWORN , PERSONALLY APPEARED 1!foi'\AS BftU IIAI.tS6AI , TO ME KNOWN TO B E A
MEMBER OF THE ENTITY DESC RIBED HEREIN AND WHO EXECUTED THE WITHIN AND FOREGOING INSTR UM ENT, AND
ACKNOWLEDGED THAT HE SIGNED THE SAME AS HIS FREE AND VOLUNTARY A CT AND DEED, FOR THE USES AND PU RPOSES
THEREIN MENTIONED, AND ON OATH STATED THAT H E WAS A UT HORIZED TO EXECUTE SAID INSTRUM ENT .
SIGNED AND SWORN BEFORE ME ON THI S '1~ DAY OF Nlf/. 20 /I .
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NOTARY PUBLIC IN AND FOR TH E S;&OF WASHINGTON
RESIDING AT : KEJJ'r
MY COMMISSION EXPIRES : 4/--o'i -II./
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MEMBER OF THE ENTITY DESCRIBED HEREIN AND WHO EXEC UTED THE WITHIN AND REGOING INSTRUMENT. AND
ACKNOWLEDGED THAT HE SIGNED THE SAME AS HIS FREE AND VOLUNTARY A C T AND DEED. FOR THE USES AND P URPO SES
THEREIN MENTIONED , AND ON OATH STATED THAT HE WAS AUTHORIZED TO EXECUTE SAID INSTRUMENT.
SIGNED AND SWORN BEFORE ME O N THI S ']4J DAY OF Alov , 20 11__
NOTARY PUBLIC 11'1 AN~,FOR,);HE STAJE OF WASHINGTON
RESIDING AT :__.J,"'_.Jo ... ~C.L~.-~-""="""'----------
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Treasurer's Certificate
I HER EBY CERTIFY THAT ALL TAX ES AND DELINQUENT A SS ESSM EN TS FOR WHI C H THE SUBJECT PROPERTY MAY BE LIABLE AS OF
THE DATE OF c;ERTIFIC IO N HA VE BEEN DULY PAID, SATISFIE~DISCJ::IARGED
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Recording Certificate
FILED FOR RE C ORD AT TH E REQUF<T tw ON THIS DAY OF , 20_, A .D ., AT
MINUTES PAST O'C LOCK I FEIGLEY RORD PS 201111280121
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KITSAP COUNTY AUDITOR
Legal Description
THAT PORTION OF THE NORTHEAST QUARTER OF THE SOUTHWEST Q UARTER AND OF THE SOUTHEAST QUARTER OF TH E
NORTHWEST QUARTER OF SECTION 5, TOWNSHIP 23 NORTH, RANGE I EAST, W.M., IN KITSAP COUNTY, WASHINGTON , DESCRIBED AS
FOLLOWS :
BEGINNING AT THE SOUTHEAST CORNER OF THE SOUTHWEST QUARTER OF SAID SECTION 5; THENCE NORTH 2'58'52" EAST ALONG
THE EAST LINE THEREOF A DISTAN CE OF 1916 .86 FEET TO THE SOUTHEAST CORNER OF RESULTANT PARCEL D OF BOUNDARY LINE
ADJUSTMENT REC ORDED UNDER AUDITOR'S FILE NO . 200704260225, RECORDS OF KITSAP COUNTY, WASHINGTON , AND THE TRUE
POINT OF BEGINNING , BEING A POINT ON A CURVE, CONCAVE TO THE NORTH, HAVING A RADIUS 280.00 FEET, FROM WHICH THE
RADIUS POINT OF SAID CURVE BEARS NORTH 42 '51'06" WEST ; THENCE WESTERLY (CLOCKWISE) ALONG SAID CURVE, AND ALONG
THE SOUTH LINE OF SAID PARCEL D, AN ARC DISTANCE OF 514.90 FEET THROUGH A CENTRAL ANGLE OF 105 '21'48"; THENCE NORTH
27'29'18" WEST ALON G SAID SOUTH LINE A DISTAN C E OF 186 .70 FEET TO THE BEGINNING OF A CURVE TO THE LEFT, HAVING A
RADIUS OF 570.00 FEET; THEN CE ALON G SAID CURVE , AND ALONG SAID SOUTH LINE, AN ARC DISTANCE OF 224 .72 FEET THROUGH A
CENTRAL ANGLE OF 22 '35'20"; THEN CE NORTH 39 '55'22" EAST 60 .00 FEET TO THE SOUTH LINE OF RESULTANT PARCEL F OF
BOUNDARY LINE ADJUSTMENT RE CORDED UNDER AUDITOR'S FILE NO. 200704260225 , RECORDS OF KITSAP COUNTY , WASHINGTON ;
THENCE NORTH 50°04 '38 " WEST ALONG SAID SOUTH LINE A DISTANCE OF 139.85 FEET; THENCE NORTH 0°31'40" WEST 194 .69 FEET TO A
POINT ON A CURVE, C ONC AVE TO THE NORTHWEST, HAVING A RADIUS OF 80 .00 FEET, FROM WHICH THE RADIUS POINT OF SAID
CURVE BEARS NORTH 26°11'36" WEST; THEN CE NORTHEASTERLY (COUNTERCLOCKWISE) ALONG SAID CURVE AN ARC DISTANCE OF
22 .88 FEET THROUGH A CENTRAL ANGLE OF 16 °23'00"; THENCE NORTH 47 °25 '24" EAST 130 .00 FEET TO THE BEGINNING OF A CURVE TO
THE LEFT, HAVING A RADIUS OF 50.00 FEET; THENCE ALONG SAID CURVE AN ARC DISTANCE OF 136 .0 1 FEET THROUGH A C ENTRAL
ANGLE OF 155 °5 1'2 4"; THENCE NORTH 5°08'42 " EAST 33.18 FEET ; THENCE NORTH 42 °34'36" WEST 248.05 FEET; THENCE SOUTH 4 7"25'24"
WEST 8 .26 FEET; THENCE NORTH 42 '34 '36" WEST 100 .00 FEET; THENCE NORTH 47°25'24" EAST 200 .00 FEET; THENCE SOUTH 42 °34'36"
EAST 100 .00 FEET; THENCE NORTH 47"25'24" EAST 60.00 FEET TO THE BEGINNING OF A CURVE TO THE LEFT, HAVING A RADIUS OF 30.00
FEET; THENCE ALONG SAID CURVE AN ARC DISTANCE OF 47 .12 FEET THROUGH A CENTRAL ANGLE OF 9()•00'00"; THENCE NO,RTH
4 7°25 '2 4" EAST 50.00 FEET TO A POINT ON A CURVE, CONCAVE TO THE NORTH, HAVING A RADIUS OF 30.00 FEET, FROM WHICH THE
RADIUS POINT OF SAID CURVE BEARS NORTH 47 '25'24" EAST; THENCE EASTERLY (COUNTERCLOCKWISE) ALONG SAID C URVE AN
ARC DISTANCE OF 47 .12 FEET THROUGH A CENTRAL ANGLE OF 90°00'00"; THEN C E NORTH 47 °25'24 " EAST 70.00 FEET; THENCE SOUTH
42°34'36" EAST 360 .00 FEET; TH ENC E NORTH 47 °25'24" EAST 30 .19 FEET ; THENCE NORTH 74 °44 '13" EAST 62 .01 FEET ; THENCE SOUTH
87 °00'26" EAST 43 .98 FEET TO A POINT ON A CURVE, CONCAVE TO THE SOUTHEAST, HAVING A RADIUS OF 50.00 FEET, FROM WHICH
THE RADIUS POINT OF SAID CURVE BEARS SOUTH 74 °27'02" EAST; THENCE NORTHEASTERLY (CLOCKWISE) ALONG SAID CURVE AN
AR C DISTANCE OF 56.57 FEET THROUGH A CE NTRAL ANGLE OF 64°42 '29"; THENCE NORTH 1°47'40" EAST 68 .66 FEET; THENCE NORTH
67°44'50" EAST 137 .2 3 FEET; THENCE SOUTH 87°01'08" EAST 50 .00 FEET TO THE EAST LINE OF THE SOUTHEAST QUARTER OF THE
NORTHWEST QUARTER OF SAID SECTION 5; THENCE SOUTH 2 '58'52 " WEST ALONG SAID EAST LINE A DISTANCE OF 652 .78 FEET TO THE
NORTHEAST C ORNER OF THE NORTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SAID SE C TION 5; THENCE CONTINUING
SOUTH 2°58'52" WEST 711.34 FE ET TO TH E TRUE POINT OF BEGINNING .
Surveyor's Certificate
I, GREG O RY A . BOEH , REGISTERED AS A PROFESSIONAL LAND SURVEYOR BY THE STATE OF
WA S HIN GTON, CERTIFY THAT THIS PLAT IS BASED UPON AN ACTUAL SURVEY OF THE LAND HEREIN
DESCRIBED, C ONDUCTED I.,INDE R MY SUPERVISION , DURING THE PERIOD OF DECEMBER, 2005 TO
SEPTEMBER, 2011 ; THAT THE DISTANCES, COURSES AND ANGLES ARE SHOWN HEREON CORRECTLY;
AND THAT MON UM ENTS , OTHER THAN THOSE MONUMENTS APPROVED FOR SETTING AT A LATER
DATE , HAVE BEEN SET AN D THAT LOT CO RN ERS HAV E BEEN STAKED ON THE GROUND AS DEPICTED
ON THE PLAT .
.b~J ~a~
G R EGORY A. BOEH~.L.S. No. 24783
Approvals
I HEREBY CERTIFY THAT THE LAYOUT OF STREETS, ALLEYS AND OTHER RI G HTS OF WAY, DESIG N OF BRIDGES , SEWAGE AND WATER
~V'T~U<;_ ANO ()TI-I~O ~Trll l rTi l D~(;. I N TUI<;_ PI AT UA\fJ: R~J:'~ rnl\.l~TOIJrTJ:O Ttt TU&:' riTV nr O()DT f'\OrUADn CTAll.lnAonc U..T
ACCORDANCE WITH THE REQUIREMENTS OF THE PORT ORCHARD PUBLI C WORKS D EPA RTM EN T OR THAT A FI NANC IAL G UARANTEE
IN AN AMOUNT SUFFI C IENT TO COM PLETE TH E WORK IS DEPOSITED WITH THE CITY.
•
C EN G INEER
~ 'ia. 'i::bVt-«:.xe-....f, ~ ~-
I HER EBY CERTIFY THAT ACCORDING TO THE R ECO RDS OF TH E CITY OF PORT ORCHARD THERE ARE NO
OR LIENS OUT ANDING AG AINST THE SUBJECT PROP ERTY AS OF THE DATE OF THIS C ERTIFICATION .
.
4't4AIJ.M~ Sheet 1 of7
'
McCormick Meadows Div. 1 If.';~ N .L. Olson & Associates, Inc.
Engineering, Planning and Surveying
(360) 895-2350 or (360) 876-2284 Situate Within the NE 1/4 of the SW 1/4 and the SE 1/4 of the NW 1/4, Section 5,
Township 23 North, Range 1 East, W.M., Kitsap County, Washington
2453 Bethel Avenue . P.O. Bo> 637. Port Orchard. WA 98366
Notes
1. THIS SURVEY WAS ACC OMPLISHED BY FIELD TRAVERSE PROCED URES USIN G A LEICA TCRA 110 5 TOTAL STATION AND MEET S OR
EXCEEDS THE TRAVERSE ACCURACY STANDARDS SET FORTH IN WAC 33 2-130-090 .
2. ALL LOTS SHALL ACCESS FROM INTERIOR ROADS ONLY .
3. TRACTS A, B, D, F AND G, AS DEPICTED ON SHEETS 4 AND 5 Of THIS PLAT, SHALL BE CO NVEY ED TO THE McCORMI CK MEA DOWS
HOMEOWNERS ASSOCIATION UPON RE CO RDATION OF THIS PLAT FOR MAINTENANCE AND UP-KEEP Of SAID TRA CTS. TRACTS A
AND B CONTAIN WETLANDS AND SHALL BE MAINTAINED CONSISTENT WITH AND S UBJECT TO PORT ORCHARD MUN ICIPAL CODE
TITLE 18 "ENVIRONM EN TAL REG ULATIONS " IN EFFECT AT TH E TIME OF RECORDING OF THIS PLAT .
4 . TRACT E, AS DEPICTED ON SHEET 4 OF THIS PLAT , SHALL BE CONVEYED TO HJE CITY OF PORT ORCHARD UPON RE CO RDATION OF
THIS PLAT FOR MAINTENANCE AND OP ERATION OF SANITARY SEWER FA C ILITIES . THE McCORMICK MEADOWS HOMEOWN ERS
ASSOCIATION SHALL HAVE THE RIGHT TO INSTALL AND MAINTAIN LANDS CAPING AND IRRIGATION WITHIN THE UN DEVELOPED
PORTION Of SAID TRACT E
5. UPON COMPLETION OF THE STORM DRAINAGE CONVEYANCE FACILITIES , TH E DEVELOPER SHALL PROVIDE WRITTEN
NOTICE TO THE CITY AND SHALL BE REQUIRED TO POST A TWO -YEAR MAINTENANCE BOND FOR THE FACILITY . THE
DEV E LOPER WILL BE RESPONSffiLE FOR PROVIDING REGULAR AND ADEQUATE MAINTENANCE DURING THIS TWO-Y EAR
PERIOD AND SUPPORTIVE MAINTENANC E RECORDS . AT THE END OF THIS TIME. THE C ITY WILL INSPECT THE SYSTEM AND ,
WHEN THE FA C ILITY IS ACCEPTABLE AND 80 PERCENT OF TH E HOMES IN DIVISION I HAVE B EE N COMPLETED, THE C ITY
WILL TAKE OVER MAINTENANCE AND OPERATION OF TH E SYSTEM . STORM DRAINAGE CONVEYANCE FA C ILITI ES SHALL BE
MAINTAINED AND OPERATED BY THE DEVELOPER, AND ACCEPTED BY TH E CITY, IN ACCORDANCE WITH POMC C HAPTER
15.32 "STORMWATER MANAGEMENT".IN EFFECT AT THE TIME OF RECORDING OF THIS PLAT
6. UPON COMPLETION OF THE PROPOSED SANITARY SEWER LIFT STATION, THE DEVELOPER SHALL PROVIDE WRITTEN NOTICE
TO THE CITY AND SHALL BE REQUIRED TO POST A TWO-YEAR MAINTENANCE BOND FOR THE FACILITY . TH E DEVELOPER
WILL BE RESPONSffiLE FOR PROVIDING REGULAR AND ADEQUATE MAINTENANCE DURING THE TWO-YEAR PERIOD AND
SUPPORTIVE MAINTENANCE RECORDS. AT THE END OF THIS TIME, THE CITY WILL INSPECT TH E SEWER LIFT STATION AND,
WHEN THE CONDITION OF THE LIFT STATION MEETS THE CITY'S REQUIREMENTS AND WHEN 80 PERCENT OF THE HOMES IN
DIVISION I HAVE BEEN C ONNECTED TO THE SEWER SYSTEM , THE CITY WILL TAKE OVER MAINTENANC E AND OP ERATION
OF THE SEWER LIFT STATION. UNTIL SUCH TIME AS THE CITY TAKES OVER TH E SEWER LIFT STATION, TH E DEVELOPER
SHALL BE RESPONSIBLE FOR OPERATING AND MAINTAINING THE SEWER LIFT STATION .
7. THE PROPERTY OWNERS WITHIN THIS PLAT SHALL BE RESPONSIBLE FOR MAINTE NANCE OF ALL LANDSCAPING WITHIN THE
EXISTING AND PROPOSED RIGHT-OF-WAY IN C LUDING ANY STRU CTU RES OTHER THAN ROADWAY. STORM DRAINAGE FACILITIES.
AND TRAFFIC SIGNAGE . MAINTENANCE SHALL IN C LUDE , BUT NOT BE LIMITED TO , MOWING Of LAWN AREAS.
8. THIS PLAT IS SUBJE CT TO ALL ELE ENTS Of THE DECLARATION OF COVENANTS , CONDITIONS AND RESTRI CT IONS (C C R'S)
RECORDED UNDER A.f.N . :All\\ : (I.· ,);. RECORDS OF KITSAP COUNTY WASHIN GTON . TH ESE CC R'S ARE THE BASI S Of
THE McCORMICK MEADOWS HOMEOWN ERS ASSO C!A TION (THE ASSOCIATION).
9 . THE ARTI C LES OF IN CO RPORATION FOR THE McCORMICK MEA DOWS HOM EO WN ERS ASSOCIATION ARE ON FIL E WITH TH E STAT E
OF WASHINGTON IN OLYMPIA.
10. A SUBDIVISION GUARANTEE PREPARED BY FIDELITY NATIONAL TITL E INSURANCE COMPANY , THEIR ORDER NUMBER 2036 3706 .
DATED OCTOBER 3, 2011 , AND ALL SUPPLEMENTS THEREOF , WERE RELIED UPON FOR RECORD ITEM S AFFECTING THE
SUBDIVISION. ACCORDING TO THESE DOCUMENTS, THE FOLLOWING ITEMS AFFECT TH E SITE : '
(a.) RELOCATION OF INGRESS , EGRESS AND UTILITY EASEMENT AR EA RECORDED UNDER AUDITOR'S FILE No. 2006031403~6
(SAID INSTRUMENT AMENDS EASEMENT AGREEMENTS RE CORDED UNDER AUDITOR'S FILE Nos . 8309220095,
200012050171 AND 200105070182)
(b .) LONE BEA R LANE ACCESS AND UT ILITIES EASEMENT RECORDED UNDE R AU DITOR'S fiLE No. 200609260423.
(c .) UNDERGROUND ELECTRICAL UTILITIES EASEMENT REC ORDED UN DER AUDITOR'S FILE No . 201108100018 .
(d) ELECTRI CAL TRANSMISSION EASEMENT RECORDED UNDER AUDITOR'S FILE No . 738213.
(e .) COMMUNICATION EASEMENT RE CO RD ED UNDER AUDITOR 'S FILE No . 8512230127.
II. THE INDIVIDUAL LOT ROOF AND FOOTING DRAINAGE SYSTEMS AND ASSOCIATED CO LL ECT IO N SYSTEMS ARE PRIVATE AND
SHALL BE MAINTAINED BY TH E INDIVIDUAL PROPERTY OWNERS .
12 . STORMWATER FROM McC ORMICK MEADOWS SHALL BE CONVEYED TO THE EXISTING REGIONAL STORMWATER FACILITY ON
PARCEL A, PARCEL C, AND PARCEL G, AS DEPICTED ON SHEET 3. A PORTION O F THE REGIO NA L STORMWATER fACILITY'S
CA PA C ITY IS RESERVED TO TH E SO UTH KITSAP SCHOOL DISTRICT AND TO GEM I, LL C IN ACCORDANCE WITH THE TERMS Of THE
DEVELOPMENT AGRE EMENT FOR STORMWATER BETWEEN KITSAP CO UNTY, TH E SO UTH KITSAP SC HOOL DISTRICT , AND GEM I .
DATED APRIL 25 ,2005 , KITSAP COUNTY RECOR DIN G NUMBER 200 51 0210279 . STORMWATER RUNOF F FROM THE DEVELOPMENT OF
FUTURE DIVISIONS OF McCORMICK MEADOWS SHALL NOT EXCEED THE TOTAL CAPACITY OF TH E REG IONAL STORMWATER
FACILITY AFTER DEDUCTION OF THE CAPACITY ALLOCATED TO THE SOUTH KITSAP SCHOOL DISTRICT AND GEM I AND RUNOFF
t KUM KUAlJ~ ANlJ LANlJ lJclJILA I tlJ I U I Hie LTI Y ANlJ/UK KITSAP LU UN TY UNUER THE DEVELOPMENT AGREEMENT FOR
STORM WATER .
13. NO COMBUSTIBLE (AS DEFINED BY THE LATEST EDITION OF THE INTERNATIONAL BU ILDI NG CO DE) BUILDING SURFACE , EAVES.
OR OV ERHANG SHALL BE LOCATED CLOSER THAN EI GHT (8) FEET HORIZ O Nl ALLY TO ANY ELECT RIC POWER TRANSFORMER.
FURTHERMORE. NO WINDOW , DOOR . OR OTHER OPENING SHALL BE LOCATED C LOS ER THAN El<iHl (81 FEET TO ANY ELECTRIC
POWER TRANSFORM ER.
FEIGLEY RORD PS 201111280121
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Easement Provisions
(A) ALL LOTS AND TRACTS WITHIN THIS PLAT SHALL BE BENEFITED BY AND SUBJECT TO PERMANENT MULTI-PURPOSE EASEMENTS
OVER AND UNDER A TEN FOOT WIDE STRIP OF LAND LYING PARALLEL WITH AND AB UT TING THE STREET OR ROAD FRONTAGE ON
SAID LOTS AND TRACTS, AS DELINEATED ON THE PLAT MAP HEREWITH , FOR THE PURPOSE OF SERVING THIS PLAT WITH SANITARY
SEWER , STORM DRAINS, WATER SERVIC E FOR DOMESTIC AND FIRE PROTECTION , NATURAL GAS SERVICE, POWER SERVICE .
TELEPHONE SERVICE AND CABLE TELEVISION SERVICE. ALL UTILITY AND SERVICE ORGANIZATIONS, INCLUDING THE CITY OF PORT
OR CHARD, THE CITY OF BREMERTON AND THE McCORMICK MEADOWS HOMEOWNERS ASSOCIATION , SHALL HAVE THE RIGHT TO
ENTER UPON THE EASEMENT AR EA S AT ALL TIMES FOR THE PURPOSES HER EIN STATED AND SHALL. TO THE EXTENT REASONABLE
AND PRACTI CABLE, RESTORE THE EASEM EN T AREAS FOLLOWING INSTALLATION , MAINTENAN CE OR REPAIR TO THEIR PRE-WORK
CONDITION . WITHIN SAID EASEMENTS NO STRUCTURE, PLANTING OR OTHER MATERIAL SHALL BE PLACED OR PERMITTED TO
REMAIN WHICH MAY DAMAGE EXISTING FACILITIES OR INTERFERE WITH THE PURPOSES HEREIN STATED . THESE MULTI -PURPOSE
EASEMENTS SHALL BE RESTRICTED AS NEAR AS POSSIBLE TO THEIR ORIGINAL CONDITION BY THE UTILITY . NO LINES OR WIRES
FOR TRANSMISSION BY EL EC TRI C CURRENT OR FOR TELEPHONE USE OR CABLE TELEVISION SHALL BE PLACED OR PERMITTED TO
BE PLA CE D UPON ANY LOT OR TRACT UNLESS THE SAME SHALL BE UNDERGROUND OR IN A CONDUIT A IT ACHED TO A BUILDING .
(B) TRA CT A OF THIS PLAT SHALL BE SUBJECT TO A PERMANENT EASEMENT, OVER , UNDER AND ACROSS A STRIP OF LAND , 15 FEET
IN WITH , AS DELINEATED ON SHEET 6 OF THE PLAT MAP HEREWITH , GRANTED HEREIN TO THE CITY OF BREMERTON FOR THE
BENEFIT OF THIS PLAT . TH E PURPOS E OF SAID EAS EMENT IS FOR THE MAINTENANCE AND OPERATION OF WATER PIPE LINES AND
WATER FACILITIES .
(C) TRACT A Of THIS PLAT SHALL BE SUBJECT TO A PERMANENT EASEMENT, OVER , UNDER AND ACROSS A STRIP Of LAND , 15 FEET
IN WITH , AS DELI NEATED ON SHEET 6 Of THE PLAT MAP HEREWITH , GRANTED HEREIN TO THE CITY Of PORT OR CHARD FOR TH E
BEN EFIT Of THIS PLAT . THE PURPOSE OF SAID EASEMENT IS FOR THE MAINTENANCE AND OPERATION OF STORM DRAIN PIPE LINES
AND STORM DRAIN FA CILITIES .
(D) TRACT A OF THIS PLAT SHALL BE SUBJECT TO A PERMANENT EASEMENT , OVER, UNDER AND ACROSS A STRIP OF LAND OF
VARYING WIDTH, AS DELINEATED ON SHEET 7 OF THE PLAT MAP HER EWITH, GRANTED HEREIN TO THE CITY OF PORT ORCHARD
AND THE LEGAL OWNERS OR EQUITABLE OWNERS IN POSSESSION OF RESULTANT PAR CEL A (ASSESSOR'S PARCEL No .
052301-1 -031-2004) DES C RIBED HEREINAFTER . THE PURPOSE OF SAID EASEMENT IS FOR INGRESS, EGRESS AND THE INSTALLATION.
OPERATION AND MAINTENANCE OF STORM DRAIN PIPE LINES AND STORM DRAIN FACILITIES :
RESULTANT PARCEL A Of BO UNDARY LINE ADJUSTMENT RECORDED UNDER AUDITOR'S FILE No. 200403180176, RECORDS OF
KITSAP COUNTY, WASHINGTON .
(E) TRA CT B Of THIS PLAT SHALL BE SUBJECT TO A PERMANENT EASEMENT, OVER, UNDER AND ACROSS A STRIP Of LAND , 20 FEET
IN WIDTH, AS DELINEATED ON SHEET 5 OF TH E PLAT MAP HEREWITH. GRANTED HEREIN TO THE CITY OF PORT ORCHARD FOR TH E
BENEFIT OF THIS PLAT . THE PURPOSE OF SAID EASEMENT IS FOR THE MAINTENAN CE AND OPERATION OF STORM DRAIN PIPE LINES
AND STORM DRAI N FA C ILITIES .
(F) TRACT B OF THIS PLAT SHALL BE SUBJECT TO A PERMANENT EASEMENT, OVER, UNDER AND ACROSS A STRIP OF LAND , 20 FEET
IN WIDTH , AS DELINEATED ON SHEET 6 Of THE PLAT MAP HEREWITH , GRANTED HEREIN TO CE NT URY LINK, INC. (FORMERLY QWEST
COMMUNICATIQNS) FOR THE BENEFIT OF THIS PLAT . THE PURPOSE Of SAID EASEMENT IS FOR THE MAINTENAN C E AND OPERATION
OF TEL ECOM MUNI CA TIONS FACILITIES .
(G) LOTS 144 THROUGH 14 6, IN CLU SIVE , TRACT A AND TRACT F Of THIS PLAT SHALL BE SUBJ EC T TO A PERMANENT EASEMENT.
O VE R, UN DER AND ACR OS S A STRIP OF LAND, UP TO 15 FEET IN WIDTH , AS DELINEATED ON SHEET 7 OF THE PLAT MAP HEREWITH ,
GRANTED HEREIN TO THE CITY OF PORT ORCHARD FOR THE BENEFIT OF THIS PLAT . THE PURPOSE OF SAID EASEMENT IS FOR TH E
MAINTENANCE AND OP ERATION OF STORM DRAIN PIPE LINES AND STORM DRAIN FACILITIES .
' (H) LOTS 149 THROUGH !51 , INCLUSIVE , AND TRACT A Of THIS PLAT SHALL BE SUBJECT TO A PERMANENT EASEMENT, OVER, UNDER
AND AC ROSS A STRIP OF LAND, UP TO 15 FEET IN WIDTH, AS DELINEATED SHEET 6 OF THE PLAT MAP HEREWITH , GRANTED HEREIN
TO THE C ITY OF PORT ORCHARD FOR THE BENEFIT OF THIS PLAT. THE PURPOSE OF SAID EASEMENT IS FOR THE MAINTENANCE AND
OPERATION OF ST ORM DRAIN PIP E LINES AND STORM DRAIN FA CILITIES.
(I) LOTS 153 , 154 AND TRACT A Of THIS PLAT SHALL BE SUBJECT TO A PERMANENT EASEMENT, OVER, UNDER AND ACROSS A STRIP
OF LAND, 15 FEET IN WIDTH , AS DELINEATED ON SHEET 6 OF THE PLAT MAP HEREWITH , GRANTED HEREIN TO THE CITY Of PORT
OR C HARD FOR THE BENEFIT OF THIS PLAT . THE PURPOSE OF SAID EASEMENT IS FOR THE MAINTENANC E AND OP ERATION OF A
SANITARY SEWER PIP E LIN E.
(J) LOT 16 7 AND TRACT G OF THIS PLAT SHALL BE SUBJECT TO A PERMANENT EASEMENT, OVER, UNDER AND ACRO SS A STRIP OF
LAND OF VARYING WIDTH , AS DELINEATED ON SHEET 6 Of THE PLAT MAP HEREWITH , GRANT ED HEREIN TO THE CITY OF PORT
OR CHARD FOR TH E BEN EFIT OF THIS PLAT. TH E PURPOSE OF SAID EAS EMENT IS FOR TH E MAINTENAN CE AND OPERl\TION OF A
ST ORM DRAIN PIP E LINE .
(K) ALL LOTS AR E HEREBY SUBJECT TO AN EASEMENT, 2.50 FEET IN WIDTH , PARALLEL WITH AND ABUTTING ALL INTERIOR LOT
LINES AND 5.00 FEET IN WIDTH PARALLEL AND ABUTTING ALL REAR LOT LINES FOR THE PURPOSE OF PRIVAT E STORM DRAINAGE
AND RETAINING WALLS . IN THE EV ENT A LOT LINE ADJUSTMENT IS APPROVED BY THE CITY AFTER THE RECORDING Of THIS PLAT.
THE EAS EMEN T SHALL MOVE WITH THE ADJUSTED LOT LINES . MAI NTENANC E Of ALL PRIVATE STORM DRAINAGE EASEMENTS AND
RETAINI NG WALL EASEMENTS ON THIS PLAT SHALL BE THE RESPONSIBILITY OF THE LOTS AND /OR TRA C TS DERIVIN G BENEfiT
FROM SAID EASEMENT. NO STRUCTURES OTHER THAN DRIVEWAYS , FENCE S OR YARD DRAINS SHALL BE CONSTRUCTED WITHI N
TH ES E EA SEME NTS . TH E EASEMENTS HAV E NOT BEEN DEPI CTED HEREON .
Sheet 2 of7
McCormick Meadows Div. 1 A • i!~N.L. Olson & Associates , Inc.
Eng ineeri ng, Pl an n ing and Surveying
(360) 895-2350 or (360) 876-2284 Situate Within the NE 1/4 of the SW 1/4 and the SE 1/4 of the NW 1/4, Section 5,
Township 23 North, Range 1 East, W.M., Kitsap County, Washington
2453 Bethel Avenu e. P .O . Box 637 , Port Orchard. WA 98366
* PARCELS A , C & G , AS NOTED, DEEDED TO THE C ITY
OF PORT ORCHARD PER QUIT CLA IM DEED RECORDED
UNDER AFN -bt •ll 1\ '). ',-(l ) },(.,'
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;w l ~ 00 -
~ UJ
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Parcel F
(AFN 20070426022 5)
~~~
,~
*Parcel G
TAX PARCEL No. 052301 -2-012-2005
REGIONAL STORMWATER FAC ILITY
(AFN 2005 1021027 9)
(TOGET HER WITH EASEMENT AFN 200204220057)
I
I
IJYIJ~{[;@!l!!f!V ~~/Jt /JYIJ~@J(jjj@ rfJ?fij
IF MflM ll~ IP l!iJ @JfiJ ~
~ ----AFN 200704260225)
I ~ C3
=-........:---""-~ "' ----
CENTER WEST ""'
1116 CORNER I ' :::: ~0~~~"" ~ ~
I ~~~/J,~ z
TRA CT D
* Parcel C ""~
REGIONAL STORMWATER ' ~J: /.;_9
I '-.....~ FACILITY "-,
0'b,,:,J",'v1~
I
'-._ (MN 200704260225) "' Ju ":
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;;!1:::: oc <J)
~I !
Cl.J Cl.J " I z 'C w.J
9 z '"' -;!I -' "' 1-z l ~
I Scale: 1 "= 120'
120 0 120 ka-.-••• -J I
Sca le i n Feet
240
I
SE CT ION CORNER.
1-1/4" O.D . IRON PIPE IN
MOUND OF ROCKS .
I
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+/WEST 1/16 CORNER .:1.;. ~ 129226_' ---~-------
7 8
FEI GLE Y RO RD PS 20 1 111280 12 1
Myl~r Plat Rer: Fe e \ 17 1 50
11178 !70111200PM Pi!gP3of / 0 3:-\P 1 1''·
l~<1l \Pr-I~«Sh !ng\O r1 , Ki 1 s ;,p Co AudJ to r·
i 1111111 il'lll lll illl llllli Ill! 1111111111 '111 1111!11 illl l l!ll lllll lll lli 11111 11111 iil lll ll:l illll ll i
Parcel A
SO UTH KITSAP SCHOOL DISTRICT
(AFN 200704 26 0225 J
24
22
21
20
19
18
Parcel F
(AFN 200704260225)
TRACT B
4
3
2
/JYIJ~({;@fl!!f!V ~~/Jt /JYIJ~@}{jj/@ rfJ?fij
IF MflM ll~ IP l!iJ @JfiJ~
136
137
138
139
140
15 141
13
142
143
144 I
145 --I
146 I
I
I
I 7 8 9
I
I TRACT F I
147
148
-------------~
I 0 162
161
164
149
I
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50 '
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~::::
r-i:Z
~~
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EX ISTING EASEMENTS FOR POWER
AND TELEPHONE PER INSTRUMENTS
RECORDED UNDER A.F. Nos. 738213
AND 8512230127. I
/
(
I
I
)
*Parcel A I
TAX PARCEL No. 05230 1-1-031 -2004
REGIONAL STORMW A TER
FAC ILI TY
(AFN 200403180176)
/
(
/
(
I
I
CENTER-OF-SECT ION 5
T23 N , R I E, W .M.
UNPLATTED
CURVE
C l
C2
C3
C4
cs
C6
C7
Curve Table
DELTA RADIUS
I 05 °21 '48" 280.00'
22°35'20" 570 00'
16 °23'00" 80.00'
155°5 1'24" 50 .00'
90°00'00" 30.00'
90°00'00" 30 .00'
64 °42'29" 50.00'
LENGTH
514.90'
224 .72'
22.88'
136.01'
47.12'
47.12'
56.4 7'
165
I
I
..,.
:::: Line Table
Parcel D
(Lone B ear D r ive)
(AFI\ 200704260225)
158
160
159
150
151
152
TRAC T A
-------
Ci
(AFN 2007 04 2602 25)
Parcel B (F ei gley Road)---+-/-/
I
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8
~~ _;., -..,. ,..._ ~
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Hudson Drive
1/4 S EC TION CORNER.
CASED KITSAP COUNTY
CONCRETE MONUM EN T .
LINE BEARING DISTANCE
Ll N 39°55'22" E 60.00'
L2 N 5°08'4 2" E 33. 18'
L3 s 47'25'24" w 8.26'
L4 N 42 °3 4'36" W 100.00'
L5 S 42°34'36" E 100 .00'
L6 N 4 7°25'2 4 " E 60.00'
L7 N 47 °25 '24 " E 50.00'
LS N 47'25'24" E 70.00'
L9 N 47 °25'24" E 30 .19 '
LIO N 74 °44'13" E 62.0 1' ... ,.... ~-~~~·-,., . ---· '-' v 1 vv .._._, ..._.. "T..J,.7U
L12 N 1°47'40" E 68 .66'
Ll3 S 87'0 I '08" E 50.00'
NOTE:
McCORMICK MEADOWS DIY. I CONSISTS OF
71 LOTS: LOTS I T H ROUGH 24 , INCLUSIVE.
LOT 90, LOTS 120 THROUGH 123 , INCL US IV E.
AND LOTS 126 THROUGH 167.1NCLUSIVE.
Sh e et 3 of 7
\
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Scale: 1 "= 60'
60 0 60 120
~1-&il*'liiiil•*!ii•jll!lll*•il*~d~~~llllii' iiiiiiiiiiiiiiiiiiiiiiiilliiiijj'
Scale in Feet
Line Table
LINE BEARING DISTANCE
L14 N 27 '52'36" E 17 .14'
LIS N 62 '30'42" E 5.00'
L16 N 4 7"58 '52" E 15.29'
Ll7 S 71 '04'47" E 31.29'
LIS S 87 '0 I '08" E 5.00'
Curve Table
CU RVE DELTA RADIUS LENGTH
C8 8'20'25" 600.00' 87.34'
C9 17 '38'41" 16 5.00' S0.81'
CIO 10°14'40" 630.00' 1 12.64'
Cll 3 '16'26" 635.00' 36.29'
Cl2 77'23'23" 25.00' 33.77'
CIJ 8'19'27" 25.00' 3.63'
Cl4 8'51 '30" 650.00' I 00.49'
CIS 3 '35' 18 " 630.00' 39.46'
C l 6 7 7'23 '23" 2S .OO ' 33 .77'
Cl7 8 '0 8'26" 25 .00' 3.5S'
CIS 5'44'22" 650 .00' 65 .11'
Cl9 4'54'56" 140 .00' 12.01'
C20 32 '45 '23" 140 .00' 80.D4'
C21 7'19'41" 140 .00' 17 .91'
C22 3 '35 '44" 190 .00' 11 .92'
C23 14'39'24" 190.00' 4 8.60'
C24 IS '02'57" 190 .00' 49.9 1'
C25 II '4 1'55" 190.00' 38 .79'
C26 90 '00'00" 30.00' 4 7.12'
C27 90'00'00" 30.00' 4 7 .12 '
f''l0 .,AOnO!~')I! 1 41: nr.• Of. ~_,,
C29 T26'15'' 14 5.00' 18 .82 '
C30 15 '14 '4 7" 185.00' 49 .23'
C31 2 '23'5 4" 185 .00' 7.74'
C32 48'49'49" 25 .00' 21.31'
C 33 4 '17'59 " 25 .00' 1.88'
C34 37'33'12" 50 00' 32. 77'
C35 23 '34 '41'' 50 .00' 20.58 '
C36 23'34'41" SO.OO' 20 .58'
C37 28 '30'39" 50 .00' 24 .88'
C 38 41 '03'22" 50.00' 35 .83'
C39 37 '29'55" SO.OO' 32 .72 '
C40 43'57'46" 50.00' 38.36'
C41 24 '16'48" SO .OO' 21.19'
C42 31 '5 1'04" 135 .00' 75.0S '
C43 12 '40'54" 135 .00' 29 .88'
C44 11 '08 'S8" 195 .00' 37 .95'
C45 W25'3 3" 19 5.00' 49 .10'
C46 14 'S3'5 5" 19 5.00' 50 .71'
C47 1'06'4 1" 19 5.00' 3 .78 '
0
Cl -C69
L 1 -l2 ~
McCormick Meadows Div. 1
Situate Within the NE 1/4 of the SW 1/4 and the SE 1/4 of the NW 1/4, Section 5,
Township 23 North, Range 1 East, W.M., Kitsap County, Washington
Legend
\
1!{ 'l(j
'l(j \
\
SE T 2" J.D . GALV. IRON PIPE. FILLED WITH CON C RETE . WITH 2" D IA.
BRASS DISC STAMPED "PL S 24783".
SET 314" J.D. IRO N PIPE WITH PLASTIC PLUG IMPRINTED "BOEII
24783". AT LOT CORNER OR ON LOT LI'IE AS S HOW N . ALL FRO NT
LOT C ORNERS. ALONG ROAD RIGIIT -OF-WAY. AR E SET 2.00' flACK
FROM ACTUAL CORNER ALONG LOT LI NE . DIMENSIONS SHOWN
ARE MEASURED TO THE ACTUAL CORNE R POSITION . A 2" x 2"
WOOD MARKER IS SET NEAR EAC H IRON P IP E.
MULTI-PURPOSE EASEMENT LI NE. SEE EASEMENT PROVIS ION (A)
ON SHEET 2 .
EASEMENT LI NE S E E EASEMENT TABLE ON THIS SH EET .
ROAD RI GHT-OF-WAY AND LOT CU RV e ID['\TIFICAT ION Nl!MBER .
ROAD RIGHT-O f-WAY AND LOT LIN E ID E NTIFICAT I O ~ N UMBER
10 I
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1 95.00'
8i 146 ~!-10 '
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S87'01'08"E C.J r-t--.:;.:~~;;_-'l "ii 8 i 9 7 oo· =: ~~ 147 ~ I ·-·-·-_Sj ~3:_ 30.00'
-·-·-·-·-0 .,_,~
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97.00'
148
161 "· ~~ I C47
96.4)'
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.. 59 '0 7 " -------R "250 .00 ' L ~ 492.9 9 '
<l ~I 0-;o-,
• -1'4NN'::". ~~~~--------"' R , 2 Xooo· L " 514 90 '
s 87"0 1'08" c
97.04'
149
S 87 '01 '0 8" E
I 04.56'
151
163..15'
3'
8 I, 6
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8
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FEIGLEY ROAD P S 2~1111 280121 M,Jar P la t RP c ~-~P t iii bO
50'
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<( -u
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•.
t~N.L. Olson & Associates, Inc.
Enginee ring, Planning and Surveying
(360) 895-2350 or (360) 876-2284
245 3 B clhe l Avenue. P.O. Box 637. Pon Orchard. WA 98366
----------------
CEN T ER-OF-SECTION 5
T23N,R IE, W.M .
®
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0
Easement Table
10 ' WIDE MULTI-PURPOSE EASEME!\T.
SEE EASEMENT PROVISION (A) ON SHEET 2.
15 ' WIDE WATER LINE EASEMENT.
SEE DETAIL "E" ON SHEET 6.
SEE EASEM ENT PROVISION (B) ON SHEET 2.
I~' WIDE STORM DRAIN EASE MENT.
SEE D ETA IL "E" ON SHEET 6.
SEE EASEMENT PROVISION (C) ON SIIEET 2.
STORM DRAIN & ACCESS EASEMDiT.
SEE SHEET 5 & DETA IL "G" ON SHEET 7.
SEE EASEM E NT PROVISION (D) ON S HEET 2 .
20 ' WIDE STORM DRAIN EASDIENT.
SEE SHEET 5.
SEE EASEM ENT PROVISION (E) ON SHEET 2 .
20' WIDE TELECOMMUNICATIONS EASEMENT .
SEE DETAIL "A" ON S HEET 6.
SEE EASEM ENT PROVISIO N (F) ON SHEET 2.
15' WIDE STORM DRAIN EASE MENT.
SEE DETA IL "F" ON SHEET 7.
S EE EASEM ENT PROVISION (G) ON SHEET 2.
15' WIDE STORM DRAI:-i EASEMENT.
SEE DETAIL "D" ON SHEET 6.
SEE EASEM EN T PROV ISION (H) ON SHEET 2 .
15' WIDE SANITARY SEWE R EASEME!\T.
SEE DETAIL "C" ON SHEET 6.
SEE EA SE MENT PROVISION (I) ON SHEET 2.
15 ' WIDE STORM DRAIN EASEMENT.
SEE DETAIL "B" ON SHEET 6 .
S EE EASEMENT PROVISION (J) ON SHEET 2 .
Hudson Drive
Sheet 4 of 7
'.
McCormick Meadows Div. 1
Situate Within the NE 1/4 of the SW 1/4 and the SE 1/4 of the NW 1/4, Section 5,
Township 23 North, Range 1 East, W.M., Kitsap County, Washington
NOTE :
BU IL DI NG PERM ITS FOR LOTS 120, 121 , 122 AND 12 3 S HALL NOT
BE ISSUED UNT IL AN E MERGENC Y VE il!CLE T U RNAROUN D li AS
BEEN CONSTRUCTE D W IT HIN TH E T EMPO RARY CU L-DE-SAC,
DEPICTED HE R EON, A ND AP PROVED BY TH E C ITY OF POR T
O RC HA RD A ND T HE SO UT H K ITSA P F IRE & RESCUE . AN
ALTERNATIVE OPTION TO CONST RUCTING T HE TURNAROUN D
MAY BE A L LOWED IF AP PR OVED BY T H E C ITY OF POR T
O RCHARD AND T HE SOUT H KIT SAP F IRE & RESCUE .
[>, ~ 90'00'00"
R ~ 30.00' --J
L :47.12'
--/ ~'17-
/:47'25'24" W J -I 0 26 ' • f', /'\'
I /~"
I o· ____.-v--'
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..... --
EASE MEN T G RA NTED TO T HE C IT Y OF
POR T O RCHARD. FOR A T EM PORA R Y
CU L-D E-S A C, TO BE AUTO MATICA LL Y
VACATE D UPON EX T ENS ION OF S T REET .
SEE NOTE THI S SHEET.
IJJ;fjrt;{(;@lf!Mirt;/!t IJJ;fj~@J@@ r;w~
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Tract D
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C55
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137
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100 .00'
139
S 87"0 1'08 " E
I 00. ()()'
140
S 87"0 I 'OW' E
100.00'
141
S 87"0 I '08 " E
100 .00'
142
S 87"01'08" E
100 00'
143
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A • 6-'!~N.L. Olson & Associates, Inc.
E n g ine e rin g, Planning and Surve y in g
(360) 895 -2 350 or (360) 876-228 4
2 453 Bethel Avenue, P.O. Box 637, Port Orc hard, W A 98366
Scale: 1 "= 60'
~ 0 ~
1-a•--.-.-J I
Scale in Feet
Line Table
LIN E BEA RI NG D IST A NCE
L I9 S 66"0 4'38" E 7.64'
L2 0 S 4 2"34 '36" E 33.25'
L21 N 4 7'25 '24 " E 10.00'
L2 2 S 4 2"34 '36" E 22.42 '
Curve Table
CU R VE DE LTA RAD IUS LENGT H
C42 42"30'59" 135.00' 100 . 18'
C43 2"00'59" 135 .00' 4 .75'
C 44 I I "08'58" 19 5.00' 37 .95 '
C45 14 "25'33" 19 5.00' 4 9 .10'
C4 6 I 4"53'55 " 19 5.00' 50 .7 1'
C47 1"06'4 I" 19 5.00' 3.78'
C48 169 .00' 61.77'
C4 9 60"4 I '56" 2 5.00' 26.48'
C50 25 "19'53" 5000' 22.1 I '
C5 ! 66"3 1'1 0'' 50.00' 58 .05'
('52 47'29'46" 50.00' 4 1.4 5'
('53 45"48'30" 50 .00' 39 .98'
('54 37"23'59" 25.00' I 6.32'
C55 3"09 '03 " 190.00' 10 .45'
C56 I 0 00'32 " 19 0.00 ' 3 .35'
C57 90 "00'00" 30.00' 4 7. 12'
C5H 90"00'00" 30 .00' 47 .12'
C59 190.00' I 5.78'
C60 13 "13'13" 190 .00' 43 .84'
C61 12"39'3 4" 19 0 .00' 4 1.98'
C62 12 "39'24 " 190 .00 ' 4 1.97'
\__Q .) I 'NJJU' JJ~ I '
C64 10 '55'36" 140 .00' 26 .70'
CbS 3 3"30 '57" 140 .00' 81.89'
C66 90 "00'00" 30 .00' 4 7. 12'
C67 90 "00'00" 30 .00' 4 7. 12'
C68 1.12"16'42" 50.00' I 15.43'
C69 23 "34 '4 I" 50.00' 20 .5R'
!\OT E: S E E L EG E !\D & E AS E ME!\T
TABLE ON S HE E T 4 ,
120
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/ i /
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I S87"0 I 'OR"f.
; 146 I
: I I
p-r----~11
II
CENTlcR-O F-SL( 'fiON 5
T 23 N. R I E. W.M.
---------
Sheet 5 of7
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McCormick Meadows Div. 1 • • • i.:~N.L. Olson & Associates, Inc.
Situate Within the NE 1/4 of the SW 1/4 and the SE 1/4 of the NW 1/4, Section 5,
Township 23 North, Range 1 East, W.M., Kitsap County, Washington
Eng in eering, Pl ann ing a nd Surveying
(360) 895 -2350 or (360) 876 -2284
2453 Bc1hc l Av e nue. P.O . Box 637, Pon Orchard. WA 9f066
TELECOMMUNICATIONS EASEMENT
SEE EASEMENT PROV I SION (F) ON SHEET 2.
1
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SEE EASEMENT PR OVI SION (A ) ON SHEET 2.
Detail "A"
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McCormick Meadows Div. 1 A • i.!~ N .L. Olson & Associates, Inc.
Situate Within the NE 1/4 of the SW 1/4 and the SE 1/4 of the NW 1/4, Section 5,
Township 23 North, Range 1 East, W.M., Kitsap County, Washington
E n gineering, Planning and Surveying
(360) 895-2350 or (360) 876-2284
2453 Bethel Avenue. P .O . Box 637. Port Orchard. WA 98366
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I 10' ;-MULTI-PURPOSE EASD1E'iT (TYP.) 0
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146
STORM DRAI N EASE\IENT
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Detail "G"
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Sheet 7 of 7