sp-687sCER11FICATIQN BY OWNERS OF DEDICATION
STATE OF WASHINGTON )
) SS
COUNTY OF SPOKANE )
KNOW AI,I, MEN BY THESE PRESENT, THAT DAN HARPER AND KAREN
HARPER, III:WAND AND WIFE, AND EDWARD J. KRAMER AND WILMA
A. KRAMER, HUSBAND AND WIFE, HAVE CAUSED TO BE PLATTED ONE
CT OF LAND SILO IIEREON AND RE . INDER AS SHORT PLAT
687-91 AND ORIGINALLY DESCRIBED AS FOLLOWS:
ORIGINAL DESCRIPTION
THAT PORTION OF THE WEST HALF OF SE ON 20, TOWNSHIP 25
NORTH, RANGE 44 EAST, W.M., IN SPOKANE COUNTY, WASHINGTON,
DESCRIBE.D AS FOLLOWS:
BEGINNING AT THE MOST WESTERLY CORNER OF LOT 2, BLOCK 10,
WEST D ITNIAN, ACCORDING TO PLAT RECORDED IN VOLUME 3 OF
PLATS, PAGE 77, IN SPOKANE COUNTY, WASHINGTON; THENCE
SOUTH 20- 1 9 WEST 22.98 FEET THENCE SOUTH 71' 46 EAST 207 FEET
TO 'TRUE. POINT OF BEGINNING; THENCE SOUTHERLY ON A LINE
PARALI,EL TO THE WEST LINE OF SAID SECTION 20, TO A POINT ON
11 EAST-WEST CENTER LINE OF SAID SECTION 20; THENCE
EASTERLY ON SAID EAST-WEST CENTERLINE TO A POINT 1814.6 FEET
WESTERLY OF TIIE CENTER OF SAID SECTION 20; THENCE NORTH 36'
30' EAST 18(1.5 FEET, MORE OR LESS, TO 111E WESTERLY LINE OF
WASHINGTON AND IDAHO RAILROAD COMPANY RIGHT-OF-WAY, AS
CONVEYED TO SAID RAILROAD COMPANY BY DEED RECORDED IN
voLumr. 36 OF DEEDS, PAGE 589, IN SPOKANE COUNTY,
WASHINGTON; THENCE NORTHWESTERLY ALONG SAID RAILROAD
RIGITT-OF-WAY 634.3 FEET; THENCE SOUTH 20' 48' WEST 317 FEET;
THENCE NORTH 40' 16' WEST 202.6 FEET; THENCE N 17' 15' EAST 212.1
FEET; THEN(..4: NORTH 11' 37' WEST 204 FEET; TIIENCE NORTH 23' 08'
WEST 95,3 FEET; THENCE SOUTH 77' 22' WEST 105.9 FEET; TIIENCE
NOR111 11 56' WEST 189.8 FEET TO THE POINT OF BEGINNING.
EXCEPTINQ THEREFROM THOSE PORTIONS ITIEREOF WITHIN
PORTIONS OFITIE SOUTTIEAST QUARTER OF THE NORTHEAST
QUARTER OF sii:,c 19, AND THE SOUTHWEST QUARTER OFTI IE
NORTTIWEST QUARTER OF SECTION 20, TOWNSHIP 25 NORTH, RANGE
44 EAS 'f, WM., MORE PARTICULARLY DESCRIBED AS FOLLOWS:
BEGINNING AT TIIE SOUTHWEST CORNER OF LOT 2, BLOCK 10, WEST
DISIIMAN, SAID CORNER LOCATED ON TIIE NORTH LINE OF TIIE
SOUTHWEST QUARTER OF TIIE NORTIIWEST QUARTER OF SECTION
20; THENCE NORTI1 89' 33' WEST ALONG SAID NORTH LINE A
DISTANCE OF 107.45 FEET TO THE WEST' LINE OF SAID SECTION 20,
BEING ALSO TIIE EAST LINE OF SECTION 19; TIIENCE NOR111 89' 58'
WEST ALONG ITIE NOR111 LINE OF THE SOUTHEAST QUARTER OF THE
NORTHEAST QUARTER OF SECTION 19, A DISTANCE OF 242.55 FEET;
'THENCE sou 0' 02' WEST, FOR A DISTANCE OF 100 FEET; THENCE
SOUTH 89• 58' EAST, PARALLEL TO THE NORTH LINE OF SAID
SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF SAID
SECTION 19 FOR A DISTANCE OF 240.01 FEET (240.69 FEET RECORD) TO
THE EAST LINE OF SECTION 19 BEING ALSO THE WEST LINE OF
SECTION 20; - ITIENCE.: SOUTII 89' 33' EAST, PARALLEL TO TIIE NORTH
LINE OF THE SOUTTIWEST QUARTER OF THE NORTIIWEST QUARTER
OF SECTION 20, FOR A DISTANCE OF 109.31 FEET; THENCE NORTH 1'
06' EAST FOR A DISTANCE OF 44.40 FEET; THENCE SOUTII 71' 46' EAST,
A DISTANCE 01 170.73 FEET; THENCE SOUTII 11' 56' EAST, A
DISTANCE. OF 172.54 FEET; THENCE NORTH 78' 04' EAST, A DISTANCE
OF 30 FELT; THENCE. NORTH 11' 56' WEST, A DISTANCE OF 189.80 FEET;
THENCE NORM 71' 46' WEST, A DISTANCE OF 207.00 FEET; 11IENCE
NORTI I 20' 23' EAST, A DISTANCE OF 22.60 FEET TO THE POINT OF
BEGINNING.
DEA
EXCEPTING IIIEREFROM A PARCEL OF LAND IN THE SOUTIIWEST
QUARTER OF TIIE NORT1-IWEST QUARTER OF SECTON 20, TOWNSIIIP
25 NORTT1, RANGE 44 EAST. W.M., IN SPOKANE COUNTY,
WASHINGTON.
MORE PARTIC7ULARLY DESCRIBED AS BEGINNING AT AN IRON PIPE
THAT IS SOUTH 5(Y 44' 33" EAST, 432.62 FEET (SOUTH 51' 00' EAST,
431.66 FEET RECORD FROM THE NORTHWEST CORNER OF TIIE
SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF sEcTioN
20, TOWNSHIP 25 NORTH, RANGE 44 EAST, W.M.; THENCE SOUTH 37'
34' WEST. 128.68 FEET TO AN IRON PLPE; THENCE SOUTH 31' 20' WEST,
155.82 FEET TO AN IRON PIPE; THENCE SOUTH 49' 33' 39" EAST (SOUTH
50' 07' EAST RECORD) 361.22 FEET TO AN IRON PIPE, THENCE SOUTH
11' 33' 59" EAST (SOUTH 11' 16' EAST RECORD), 175.24 FEET TO AN
IRON PIPE; THENCE NORTH 88' 48' 35" EAST, 171.61 FEET (NORTH 88'
32' EAST, 172.16 FEET RECORD) TO AN IRON PIPE; THENCE NORTH 86'
32' 08" E. 63.91' (NOR111 87' 03' EAST, 64.00 FEET RECORD) TO AN IRON
PIPE; TRENCE NORITI 17' 25' 35" W, 210.07 FEET (NORTH 17' 40' WEST,
212.39 FEET RECORD) TO AN IRON PIPE; THENCE SOUTH 20' 48' WEST,
205.00 FE ET T( AN IRON PIPE; THENCE NORTH 40' 16' WEST, 202.60
PANTS OF THE BU I LDING ERE INT E RVI ENE D CONCERN IN
PU DDL1.4.1 AND/OR POND I NG ABOU THE PREM I S ES OVER PH E LAST 10
YEARS. MRS. HARPER SAID THERE WAS NO PONDING DJ HER
KNOWLELUE. AN EXAMINATION OF THE AREA SHOWS ONE DRY WELL
EAS [' E 13U ILDI NG 1r is IN MR . KRAMER S TRACT' , BUT
SERVES DkAINAGE FROM Bon' TRACTS. THERE IS A SMALL SWALE ON
11 1 F: 14..)P. PH ::31I DE OF THE, WE:S I' PARKING LOT IT HAS BEEN
ACC41ADDA 1: NG THE RUNOFF FRCII THE PARKING LOT
IN MY (..)1.) IN rHE RE I S NO I' A PROBLEM I TH fl E EXIST' NG
ORAL SHOU L D ALM:M. 1' IONA L BUILDING AND/OR 1.101 CATION TO
lIIE E31 1t: OC'CUR THE DRAINAGE &XJLD HAVE rIV) BE REVI EWED
MEL VI N TAGG . E . 8446
. LIMILLI.0011100 1 imeolimomoilN100111111111111111111.1ii.loimonl
FEET TO AN IRON PIPE; TIIENCE NORTH 17' 15' EAST, 212.10 FEET 'TO
AN IRON PIPE; THENCE NORTH 11' 37' WEST, 204.00 FEET TO AN IRON
PIPE; THENCE NORTH 23' 08' WEST, 95.30 FEET TO AN IRON PIPE;
THENCE SOUTH 77' 22' WEST, 105.90 10 TIIE POINT OF BEGINNING.
EXCEPTINU THEREFROM (RECORDED 1979) A STRIP OF LAND 30 Mil'
ON EACH SIDE OF AND PARALLEL WITH TIIE CENTERLINE OF SAID
DISIIMAN ROAD OR SO MUCH OF THE PROPERTY OF THE GRANTORS
AS LIES WITTIIN SAID 6() FOOT STRIP SAID CENTERLINE MORE
PARTICULARLY DESCRII3ED AS FOLLOWS:
BEGINNING AT ENGINEER'S STATION 38 + 68.25 (DISIIMAN-MICA
ROAD, CRP 1412) AND ENGINEERS STATION 0 + 00 (DISHMAN ROAD,
CRP1533 RECORD) (ACTUAL RECORD CRP 1412 SHEETS 27 ANI) 2.i OF
42, FAM NO. 4039-1) THENCE N 89' 34' WEST A DISTANCE OF 113.05
FEET TO TI 1E PC OF A CURVE 1'O11IE RIGHT HAVING A CENTRAL,
ANGLE OF 67' 58', A RADIUS OF 183.82 FEET AND A LENGTH OF 218.06
FEET TO PT OF A CURVE AT ENGINEER'S STATION 3 + 31.11
(ENGINEER'S STATION 3 + 31.11 AS LOCATED FROM THE CENTER 1/4
CORNER OF SECTION 20 IS N 89' 20' 23" W, 1814.60'; TIIENCE N 3.7i' 59'
08" E (N 36' 30' E RECORD), 135.55'; TIIENCE NORTHWESTERLY ON A
CURVE TO TIIE RIGHT WHOSE CHORD BEARS N 20' 26' 57" W, 5.2767'
RADIUS IS 183.82'; INTERIOR ANGLE IS 1' 38' 41.2" ANI) CURVE
LENGTH IS 5.2769' TO ENGINEER'S STA A 3 + 31.11); THENCE NORTH
19' 37' 37" W, TO ENGINEER'S STATION 9 + 63.21 (NORTH 21' 36' WEST
TO ENGINEER'S STATION 9 + 80.0 RECORD) AND THERE TERMINATING
SAID CENTERLINE LIES OVER AND ACROSS TIIAT PORTION OF 11 IF
WEST HALF (W 1/2) OF SECTION 20, TOWNSHIP 25 NORTH, RANGE 44
EWM; DESCRIBED ABOVE.
EXCEPTING ROM THIS SHORT PLAT, BUT NOT THE DEED, .A SMALL,)
PPARENTLY LANDLOCKED TRATXDrYING NORT AND WEST
�I' THE NORTHERN BOUNDARY OF THE SECOND (2nd) EXCEPTION
(above) AND SOUTH AND EAST OF THE FIRST (1s t) EXCEPTION
(above) , AND LYING EAST OF A LINE FROM THE TRUE POINT OF
BEGINNING FOR EXCEPTION IWO (2) ; THENCE RUNNING SOUTH
PARALLEL TO THE WEST LINE OF SECTION 20 UNTIL IT INTER-
SECTS EXCEPTION NO. TWO 'S NORTHWEST BOUNDARY.
THIS TRACT CONTAINS 0.04 ACRES MORE OR LESS .
ALSO EASEMENT FOR INGRESS AND EGRESS OVER AND ACROSS
TliOSE LANDS ADJACENI"ITIERETO AND EASTERLY FOR INGRESS
AND EGRESS.
WE ARE TIIE OWNERS OF 11 IE LAND DESCRIBED AND SHOWN 1 ITI,REON
AND HAVE CAUSED THE SAID LAND TO BE SURVEYED AND SHORT
PLAITED. AS A REPLAT OF A PORTION OF WEST HALF OF TIIE SW 1/4
OF THE NW 1/4 OF SECTION 20 IN SPOKANE COUNTY, WASIIINGTON.
WE DO HEREBY ADOPT THE SURVEY OF TAGGART ENGINEERING AND
SURVEYING AS TIIE OFFICIAL RESURVEY OF A PORTION OF WEST
HALF OF ITIE SW 1/4 OF TIIE NW 1/4 OF SECITON 20, A REPLAT AND DO
HEREBY DEDICATE TO SPOKANE COUNTY FOREVER THE RIGIIT-OF-
WAY AS SHOWN IIEREON FOR ROAD PURPOSES. ALSO AS SI IOWN
HEREON ANY GAP BETWEEN DIE UNION PACIFIC RAILROAD wan-
OF AND THE NORTHEASTERLY RIGHT OF DISTINIAN
ROAD IS HEREBY DEEDED TO SPOKANE COUNTY TO BE DEDICATED
FOR ROAD PURPOSES.
WE AND OUR FUTURE GRANTEES AND/OR ASSIGNORS FURTI(FR
AGREE TO 111E FOLLOWING CONDITIONS, RESTRICTIONS AND
EXCEPTIONS,
1. SIDE YARD AND REAR YARD SETBACKS SEIALL BE DEIERMINTD
AT TIIE TIME BUIDING PERMITS ARE REQUESTED UNLESS
1 SETBACKS ARE SPECIFICALLY DRAFTED ON 1111S PLAT.
HIE SETBACKS INDICATED ON TIIIS PLAT MAY BE VARIED
FROM IF PROPER ZONING APPROVALS ARE OBTAINED.
TIIE PUBLIC WATER SYSTEM, PURSUANT THE WATER PLAN
APPROVED BY COUNTY AND STATE I !EAT:1'H AIM ioRnms,
LOCAL FIRE DISTRICT, COUNTY BUIL,D1NG AND SAFETY
DEPARTMENT AND PURVEYOR, SIMLA., BE INSTALLED WIP1IN
THIS SUBDIVISION, AND THE APPLICANT SEIALL PROVIDE FOR
INDIVIDUAL DOMESTIC WATER SERVICE, AS WELL AS FIRE
PROTECTION, TO EACH LOT/TRACT PRIOR TO SALE OF EACI I
LOT AND PRIOR TO ISSUANCE OF A BUILDING PERMIT FOR
EACH LOT.
DEVELOPMENT WITIIIN THIS SUBDIVISION SHALL CONFORM
TO ITIE REQUIREMENTS OF THE NATIONAL FLOOD INSURANCE
PROGRAM AND THE SPOKANE COUNTY FLOOD ZONE
ORDINANCE. PURCI1ASERS OF THE PROPERTY WITHIN 'MIS
SUBDIVISION ARE WARNED OF POSSIBLE FLOODING OR
POINDING AND THE POTENTIAL REQUIREMENT TO PURCI LASE,
FLOOD INSURANCE. THIS WARNING SHALL BF. CARRIED IN
EACH AND EVERY DEED DRAWN TO TRANSFER OWNERSHIP OF
ANY AND ALL PROPERTY WITHIN THE PLAT IN THE AREA OF
SPECIAL FLOOD HAZARD. THIS CONDITION IS APPLICABLE TO
DRIVEWAY APPROACIIES, DRIVEWAYS AND PRIVATE ROADS
CONSTRUCTED ON TIIE SITE FOR ACCESS.
•CALE DATE
6
B.
C.
111.1111
4, THE OWNER(S) OR SUCCESSOR(S) IN INTEREST AGREE TO JOIN
IN ANY COUNTY-APPROVED STORMWATER MANAGEMENT
PROGRAM AND TO PAY SUCK RATES AND CHARGES AS MAY BE
FIXED THROUG11 PUBLIC HEARINGS FOR SERVICE OR BENEFIT
OBTAINED BY THE PLANNING, DESIGN, CONSTRUCTING,
MAINTAINING OR OPERATION OF STORMWATER CO OL
FACILITIES.
5. A PUBLIC SEWER SYSTEM WILL RE MADE AVAILABLE FOR THE
PLAT AND INDIVIDUAL SERVICE WILL BE PROVIDED TO EACH
TRACT PRIOR TO SALE. USE OF INDIVIDUAL ON-SITE SEWAGE
DISPOSAL SYSTEMS SHALL NOT BE AUTHORIZED.
6. USE OF PRIVATE WELLS AND WATER SYSTEMS IS PROHIBITED.
7. TIIE OWNER(S) OR SUCCESSOR(S) IN INTEREST AGREE TO
AUTHORIZE THE COUNTY TO PLACE THEIR NAME(S) ON A
PETITION FOR TIIE FORMATION OF A ROAD IMPROVEMENT
DISTRICT (RID) BY THE PETITION METHOD PURSUANT TO
CIIAPTER 36.88 RCW, WHICH PETITION INCLUDES THE
OWNER(S)' PROPERTY, AND FURTHER NOT TO OBJECT', BY TIIE
SIGNING OF A BALLOT, TO THE FORMATION OF AN RID BY TIIE
RESOLUTION METI IOD PURSUANT TO CHAPTER 36.88 RCW,
WI IICII RESOLUTION INCLUDES THE OWNER(S)' PROPERTY. IF
AN RID IS FORMED BY EITHER TIIE PETITION OR RESOLUTION
METHOD AS PROVIDED FOR IN CIIAPTER 36.88 RCW, TIIE
OWNER(S) OR SUCCESSOR(S) FURTHER AGREE;
111AT TI - 1E. IMPROVEMENT(S) OR CONSTRUCTION
CONTEMPLATED WITHIN THE PROPOSED RID IS FEASIBLE;
THAT THE BENEFITS TO BE DERIVED FROM TI IE FORMATION OF
TIIE RID BY THE PROPERTY INCLUDED THEREIN, TO GETIIER
WITH THE AMOUNT OF ANY COUNTY PARTICIPATION, EXCEED
'HIE COST AND EXPENSE OF FORMATION OF 11IE RID; AND
THAT THE PROPERTY WITHIN TIIE PROPOSED RID IS
SUFFICIENTLY DEVELOPED,
PROVIDED FURTHER TIIAT THE OWNER(S) OR SUCCESSOR(S)
SHALL RETAIN THE RIGHT, AS AUTHORIZED UNDER RCW
36.88.090, TO OBJECT TO ANY ASSESSMENT(S) ON THE
PROPERTY AS A RESULT OF TEE. IMPROVEMENTS CALLED FOR
IN CONJUNCTION wrni TIIE FORMATION OF AN RID BY EMIER
PETITION OR RESOLUTION METI IOD UNDER CHAPTER 36.88
RCW, AND TO APPEAL 10 TI LE SI)PERIOR COURTTI1E DECISION
OF THE BOARD OF COUNTY COMMISSIONERS AFFIRMING THE
FINAL ASSESSMENT ROLL.
IT IS FURTHER AGREED TIIAT Al SUCH TIME AS AN RID IS
CREATED OR ANY ROAD IMPROVEMENT PROJECT IS
SANCTIONED BY SPOKANE COUNTY, THE IMPROVEMENTS
REQUIRED (CURB, SIDEWALK, DRAINAGE CONTROL AND
PAVING) WILL BE AT 111E SOLE EXPENSE OF THE
UNDERSIGNED OWNER(S), THEIR HEIRS, GRANTEES AND
ASSIGNS WITHOUT PARTICIPATION BY SPOKANE COUNTY.
THE RID WAIVER CONTAINED IN TIIIS AGREEMENT SHALL
EXPIRE AFTER TEN (10) YEARS FROM THE DATE OF EXECUTION
BELOW. HOWEVER, TI IE OWNER(S) OR SUCCESSOR(S) AGREE
'li IAT IF SAID RED WAIVER EXPIRES WITHOUT CONSTRUCTION
OF THE REQUIRED IMPROVEMENTS TO ENABLE TIIE COUNTY
TO COMPLETE 11TE SAME, OR FURNISH A BOND OR OTHER
SECURE METHOD SUITABLE TO TIIE COUNTY (WHICII MAY
INCLUDE TIIE EXECUTION OF ANOTIIER RID WAIVER
AGREEMENT) PROVIDING FOR OR SECURING TO THE COUNTY
TIIE ACTUAL CONSTRUCTION OF TIIE IMPROVEMENTS.
ALL OF THE REQUIREMENTS OFIIIIS AGREEMENT SHALL RUN
wrrii TIIE LAND AND SI IALL BE BINDING UPON TIIE OWNER(S),
TI IEIR SUCCESSOR(S) OR ASSIGN(S). THIS PROVISION IS
APPLICABLE TO DISIIMAN ROAD.
DAN I IARPER
KAREN HARPER
EDWARD T. KRAMER WILMA A. KRAMER
ACKNOWLEDGEMENT: TIIE ABOVE PERSONS, DAN IIARPER AND
KAREN 11ARPER; AND EDWARD T. KRA MEP AND WILMA A. KRAMER
7. RE IDENTIFIED BY ME AND SIGNED OR EXECUTED THE ABOVE
STATEMENT, ACKNOWLEDGED THE SAME TO BE THEIR FREE AND
VOLUNTARY ACT AND DEED FOR THE USES AND PURPOSES THEREIN
MENTIONED. IN WITNESS WI IEREOF I HAVE O EH F EREUNTO SET MY HAND
D
.AND AFFIXED MY SEAL ON THIS 1991
BEFORE ME, NOTARY
PUBLIC IN AND FOR THE STATE OF WASHINGTON, RESIDING AT
WASHINGTON. CO ISSION EXPIRES
TA GI GIART
ENGINEERING & SURVEYING
SUITE 17-16 N. 11/16 PINE• RD. •POKANE, INA. MOOMOO i PHONE (SOM OM4
1-
T NO.
2 OF 2
AUDITOR ' S C ERTI FICATE
FILED FOR THIS
DAY OF
M IN BOOK OF
AT THE REQUEST OF
siGNEn)
NTY TR.EA_5URER
1 1 11111111111111111 1 1111 11111111111,11111111111111111111H .111,111■114 m. fihimm own.muninuil .11 1.1 11.1.11 911,11,1191,1, ...
SURVEYOR'S CERTIFICATE
VINTAGGART
( COUNTY AUDITOR)
NTY PLANNING DEPARTMENT
INED AND APPROVED THIS DAY OF
, 1991
UNFY AS URER
SHORT PLAT ADN1IN
AT PAGE
9
1111 11,1,11 1111111,111,111111,11111111 , 1 11 111,11111,11111111111111 H1 ,1■1 11.1 111 Ill 1 101 ■ 11,1,111,11■01,11,111..1...11 1.11,1,111111,1 1 1 1 1 ■111111,1. 1111110111, Uhl .1 1.1,110111 1 1. 1,1,11,1111111111111111
1 HEREBY CERTIFY THAT THE TAXES ON THE PROPERTY
SHOWN
HEREON HAVE BEEN PAID UP TIIROUGH , 1991
1.1 ! !1,1 1.1.1 1.111111111 1111111111111111 1,1111111111,111 1,!, !1, 111111111111111111111111111111 11111111 11111111111,111111111
8446
LICENSE NO.
S TOR
11111111111111111111111111111111111111111111111111111111111111111 1MM
THIS • P CORRECTLY REPRESENTS A SURVEY MADE BY ME OR
UNDER MY DIRE ON IN CONFORMANCE W THE
REQUIREMENTS OF SURVEY RECORDING ACT AT THE
REQUEST OF MR. DAN AND MRS. KAREN 'ER
IN Y 1991.
.11111 111 11111 1 1111111 !II 111 111 1 111111111 1 1 111111111111111 ,11 1 111 11111111111111 k,d1IN11111mti !!! 1,11!!!,1 ., 1 ,1,11 11111 1 11 111111111 111 1111!IIH 11
SHORT PLAT 687-91
NW 1/4 OF SEC 20, T 25 N, 44 EWM
AT
,
1 11.1 I 1..1111111,11 1111 . I, 111111