1150

EASEMENT

CROSSING

PERMANENT

EASEMENT

FOOTING

SEC. 34

NE ‚ NW ‚

LIM

ITS

(428.13' LT.)

234+85.11 (426.28' LT.)

235+03.10

(428.35' LT.)

234+20.68

(360.86' LT.)

233+53.02

(411.44' LT.)

232+07.09

RAILROAD R/W

PB LINEPEDESTRIAN/BICYCLE TRAIL

S 2°38'56" E

4

4

226+97.64 P.T.

EASEMENT

FOOTING

EASEMENT

AIRSPACE2

2

SP

OK

AN

E

EXISTING BN LINE

235+37.18 P.C.

EA

SE

ME

NT

AIR

SP

AC

E

FR

AN

CIS

AV

E.

EASEMENT

FOOTING

EASEMENT

AIRSPACE

EXISTING BN LINE

FS S-EW LINE2

EASEMENT

AIRSPACE

HIGHWAY & RAILROAD R/W

SEC. 27

SW ‚ SW ‚

(300.94' LT.)

233+52.95

1A

FS W-ES LINE2

235

(298.33'LT.)

232+06.95 L/A

230

9101112 8 7 6 5 4 3 2

N 87°39'1

3"

E

BUS.

MARKET ST.

(473.02' LT.)

238+17.85

C

OR

P.

20

1155

CALCULATED TOTAL AREA

EASEMENT

CROSSING

PERMANENT

LL LINE

6-05301 MARANO HOLDINGS, L.P.

6-06096

(469.77' LT.)

231+43.16 L/A

c:\users\b

erryb\p

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wsdot\d0162228\3

95-1

92_

RW

_P

S_003.d

gn

12/1

4/2

017

7:5

6:3

2

AM

7:56:32 AM12/14/2017berryb c:\users\berryb\pw_wsdot\d0162228\395-192_RW_PS_003.dgn

Reference Revision DescriptionApproval By

LEGEND

ACCESS TO BE PROHIBITED SHOWN THUS

PROPERTY OWNERSHIP NUMBERS

PROPERTY LINES

-

SCALE IN FEET

0 50 100

ENGLEBART'S 1ST ADDITION

ENGLEBART ADDITION

7:56:32 AM12/14/2017berryb c:\users\berryb\pw_wsdot\d0162228\395-192_RW_PS_003.dgn

Reference Revision DescriptionApproval By

TR05 21+50.26 (21.49' LT.)

231+20.26 (149.77' RT.) =

TR05 21+86.66 (21' LT.)

230+83.87 (148.88' RT.) =

TR05 23+17.73 (21' LT.)

229+52.81 (147.41' RT.) =

238+53.34 (326.38' LT.)

BNSF PERMANENT EASEMENTS

POINT SR395 STA & OFFSET

1144+37.12 (122.86' RT.)A

B 233+40.67 (300.90' LT.) 1149+92.46 (123.71' RT.)

C

H

D

E

F

238+45.74 (138.14' LT.)

238+63.90 (241.84' LT.)

237+80.70 (230.36' LT.)

238+05.86 (233.48' LT.)

1149+91.83 (37.58' RT.)

1144+71.00 (62.50' LT.)

1144+37.22 (37.48' RT.)

1145+29.47 (37.51' RT.)

1145+01.66 (37.50' RT.)

G 1144+43.20 (62.50' LT.)

TO RAILROAD

FOR RELINQUISHMENT

FOOTING

EASEMENT

C

B

TR05 23+62.47 (51.60' LT.)

229+07.73 (177.51' RT.) =

D

E

F

H

G

233+41.65 (214.78' LT.)

238+71.72 (142.03' LT.)

RR 1152+64.00 (37.62' RT.)

230+69.48 (213.72' LT.) =

RR STA & OFFSET

22'

TR05 19+55.15 (14.30'RT.)

233+16.08 (116.33' RT.) =

TR05 18+87.12 (15.67'RT.)

233+85.60 (121.25' RT.) =TR05 25+62.22 (14.35'RT.)

227+08.25 (109.67' RT.) =

TR05 26+21.52 (15' RT.)

226+47.15 (112.79' RT.) =

25

15

MATCH LINE 2

(301.31' LT.)

235+02.95

(301.30' LT.)

235+51.17

(420.15' LT.)

235+59.85

MAINTENANCE ACCESS

(460.62' LT.)

233+60.21

(433.59' LT.)

233+33.11

MATCH LINE A SEE SHEET 7

(510.81' LT.)

229+38.54

(468.09' LT.)

231+56.23

MATCH LINE 2

(495.42' LT.)

231+03.19

(471.51' LT.)

231+53.16

(510.53' LT.)

226+16.79

(296.81' LT.)

226+13.78

(298.56' LT.)

232+72.95TO RAILROAD

FOR RELINQUISHMENT

TO JCT. SR 2

T.26N. R.43E. W.M.

RR LINE

TR05 LINE

SR 395

(238.07' LT.)

226+12.91

WSDOT OWNED PARCEL FOR DISPOSAL

SEE PLAN FOR AREAS

SEE SHEET 2 OF 4.

FRANCIS AVE. VIC.

SUPERSEDED PLANS SR 395

EASEMENTS ACQUIRED FROM

TR05 17+33.08 P.C.

TR05 18+52.48 P.I.

TR05 25+42.03 P.C.

TR05 25+72.18 P.I.

BNSF RAILROAD

TR05 26+02.27 P.T.

BNSF RAILROAD

3

EASEMENT

FOOTING

EASEMENT

AIRSPACE

SPOKANECITY OF

RR 1150+56.65=UNDERCROSSING

232+72.58UNDERCROSSING

LR LINE

50'

TO CITY

FOR RELINQUISHMENT

LONGITUDINAL EASEMENT

Engineering Service Center Findings and Order Adopted October 9, 2000.

Limited Access Established by Assistant Secretary of Environmental and

S 1°46'33" E

15'

N 2°25'00" W

7:56:32 AM12/14/2017berryb c:\users\berryb\pw_wsdot\d0162228\395-192_RW_PS_003.dgn

Reference Revision DescriptionApproval By

6- 06098

6- 06100

6- 06096

6- 06095

WSDOT

WSDOT

WSDOT

WSDOT

6059'

1,780.36

209.29' 418.41'

63°36'52" RT. 603.11'

669.62'374.05'

22°23'50" LT. 603.11' 119.40' 235.76'

TR05 12+01.83

TR05 18+52.48

TR05 25+72.18 05°43'23" LT.

603.11' 30.15' 60.24

224+88.52 3°57'24" RT.

244+72.17 2359' 934.99'43°14'30" RT.

CURVE DATA

P.I. STATION DELTA RADIUS TANGENT LENGTH

6- 05301

226+00

S 7°29'56" E

R= 44

4.0'

L= 5

3.6'

(300.88' LT.)

233+32.95

(300.73' LT.)

232+72.95

(459.01' LT.)

237+57.22

TR05 18+97.31 (70.66' LT.)

233+63.93 (205.12' RT.) =

L= 36.91'

R= 625.11'

TR05 17+33.08 (22' RT.)

235+39.99 (158.13' RT.) =

PARCEL NO. NAME R/WTOTAL AREA LT. REMAINDER RT. EASM'T

OWNERSHIPSRECORDS UNLESS OTHERWISE NOTED.

TOTAL AREA IS FROM ASSESSOR'S

FEET UNLESS OTHERWISE NOTED.

ALL AREAS ARE SHOWN IN SQUARE

214,671 17,641

6-06095 BNSF LEASING 728,623

6-06098

6-06100

6-06101 WSDOT 9,724

WSDOT 42,016

WSDOT 27,278

6-06103 WSDOT 84,266

28,114

SEE SHEET 2

ÇÇ

ÇÇ

ÇÇ

ÇÇ

TR05 25+64.50 (23.81' LT.)

227+06.91 (147.88' RT.)=

S 20°37'17" W

AND ADOPTED NOVEMBER 17, 2011.

OF SR 395, FRANCIS AVE. VIC., APPROVED

MATCH LINE 2 SEE SHEET 3 OF 4 SHEETS

(510.84' LT.)

228+89À

ÇÇÇ

ÇÇÇ

COUNTY ENGINEER'S OFFICE MARCH 11, 2011.

SR 395, NORTH SPOKANE CORRIDOR, FILED IN SPOKANE

FOR SURVEY INFORMATION SEE MONUMENTATION MAP

THE DISTANCES SHOWN ARE GROUND DISTANCES.

COORDINATE SYSTEM NORTH ZONE (NAD 83/91).

DETERMINED FROM WASHINGTON STATE PLANE

THE BASIS OF BEARINGS AND DISTANCES ARE

APPROVED NOVEMBER 17, 2011.

SHEETS OF SR 395, FRANCIS AVE. VIC.

THIS PLAN SUPERSEDES SHEET 2 AND 4 OF 4

172'

AREA

TREATMENT

STORMWATER

(500.99' LT.)

228+89À

6- 06003

ÇÇÇ

WSDOT

EASEMENT

CONSTRUCTION

TEMPORARY

EASEMENT

CONSTRUCTION

8' TEMPORARY

WSDOT

WSDOT

TOMBARI, ET AL.6-06003 29,552 1,795 27,757 Ç 2,395

TEMPORARY CONSTRUCTION EASEMENTÇ

TR05 24+47.02 (42.03' LT.)

228+23.30 (166.99' RT.) =

TR05 20+48.25 (43.32' RT.)

232+22.99 (86.11' RT.) =

TR05 21+53.09 (41.95' RT.)

231+18.15 (86.30' RT.) =

TO RAILROAD

FOR RELINQUISHMENT

TR05 22+19.10 (41.12' RT.)

230+52.13 (86.40' RT.) =

TR05 22+96.89 (38' RT.)229+74.30 (88.65' RT.) =

TR05 23+82.87 (27.60' RT.)228+88.22 (

98.08' RT.) =

TR05 23+05.94 (37.39' RT.)

229+65.25 (89.16' LT.) =

TR05 23+87.81 (26.68' RT.)

228+83.27 (98.95' RT.) =

TR05 24+45.22 (14.03' RT.)

228+25.72 (110.96' RT.) =

R=935.37'

L=58.80'

R= 659.29'

L= 77.59'

L=77.87'R=1,

412.69' L= 142.52'

R= 780'

R= 261.42'

L= 187.82'

TR05 19+26.43 (14.31' RT.)

233+45.44 (118.02' RT.) =

TR05 19+03.76 (43.14' RT.)

233+71.95 (91.71' RT.) =

TR05 17+72.25 (54.48' RT.)

235+12.69 (112.82' RT.) =

TR05 17+68.69 (22' RT.)

235+05.43 (144.70' RT.)=

TR05 17+14.88 (63.03' RT.)

235+74.63 (127.21' RT.) =

TR05 15+36.15 (22' RT.)

237+40.87 (227.26' RT.) =

TR05 15+34.64 (26.95' RT.)

237+44.16 (223.02' RT.) =

TR05 15+26.69 (22' RT.)

237+50.84 (230.18' RT.) =

TR05 14+97.40 P.T.

TR05 14+97.40 (22' RT.)

237+81.86 (238.97' RT.) =

(8-24-12)

(12,759 S.F.)

SURPLUS PROPERTY

ICN 6-32-09374

R= 743.94' L= 813.05'

R= 581.11'L= 228.77'

FOR LOCATION AND AREA

SEE SHEETS 2, 3 & 4 OF 4 SHEETS

NOVEMBER 17, 2011,

APPROVED AND ADOPTED

SR 395, FRANCIS AVENUE VICINITY,

EASEMENTS ACQUIRED FROM

TR05 20+28.01 (32.62' LT.)

232+42.38 (162.27' RT.) =

TR05 20+28.48 (14.13' RT.)

232+42.86 (115.95' RT.) =

(497.90' LT.)

229+24.02

TR05 19+02.43 (16.87' RT.)

233+70.19 (117.96' RT.)

TR05 19+02.32 (14.68' RT.)

233+70.04 (120.15' RT.)P.T.

19+68.84

TR05

RIGHT OF WAY PLANS MANAGER

SHEET 3 OF 7 SHEETS

STATION 226+00 TO STA 239+00

MP 161.32 TO MP 161.57

FULL CONTROL

RIGHT OF WAY AND LIMITED ACCESS PLAN

SR 395

SPOKANE COUNTY

PROJECT ENGINEER

AND ADOPTEDAPPROVED

OLYMPIA, WASHINGTON

WASHINGTON STATE DEPARTMENT OF TRANSPORTATION

FREYA AVENUE

JOSEPH AVENUE TO

ÇÇ

239+00

OFFICE.

HEADQUARTERS REAL ESTATE SERVICES

DEPARTMENT OF TRANSPORTATION

ENCUMBRANCE INFORMATION CONSULT THE

FOR THE OFFICIAL PLAN ON FILE. FOR

HEADQUARTERS RIGHT OF WAY PLANS OFFICE

DEPARTMENT OF TRANSPORTATION

PLAN INFORMATION SHOULD CONSULT THE

NOT BE SHOWN. PARTIES SEEKING CURRENT

BEEN ACQUIRED. ENCUMBRANCES MAY OR MAY

PROPERTY RIGHTS SHOWN MAY NOT HAVE

OWNERSHIP SHOULD BE VERIFIED. PROPOSED

ALL PLANS ARE SUBJECT TO CHANGE.

TR05 24+46.96 (52.09' LT.)

TR05 25+32.60 (39.82' LT.)

228+23.24 (177.05' RT.)=

TR05 25+32.60 (39.83' LT.)

TR05 26+04.40 (35.03' LT.)

227+37.74 (163.83' RT.)=

RR TR05 1156+73.97 (68.65' LT.)

226+60.59 (106.16' LT.)

RR 1157+24.50 (67.86' LT.)

TR05 26+40.62 (236.96' RT.)

226+10.93 (107.03' LT.) =

RR TR05 1154+95.99 (68.90' LT.)

228+37.92 (106.50' LT.) =

RR TR05 1151+13.12 (69.40' LT.)

232+20.79 (107.53' LT.) =

RR 1149+91.08 (62.53' LT.)

TR05 19+41.76 (246.31'RT.)

233+42.79 (114.70' RT.) =

MRWLetter 3-31-14

MARCH 7, 2013

TO COUNTY CITY

FOR RELINQUISHMENT

395 / 192

TO CITY

FOR RELINQUISHMENT

TO COUNTY

FOR RELINQUISHMENT

MARKET ST.

(460.55' LT.)

235+03.12

(421.18' LT.)

235+50.68

(413.14 LT.)

235+50.54

(481.05' LT.)

238+38.65

238+35.64

(475.80' LT.)

238+36.22

238+36.21

MRWRevised For Relinquishment to County to For Relinquishment to City; Revised Stations & Offsets Vic. 235+50 to 238+35 Lt.Letter 9-3-14 9-5-14

5-23-14 Revised Incorrect Stations & Offsets; Added Revised Ownership Verification Note

TO COUNTY CITY

FOR RELINQUISHMENT

MRWLetter 8-20-15 10-23-15 Added Block Lines and Easement Lines on Lt. Sta. 229+38.54 to 232+42.58 Vicinity; Deleted the Number 2 from Match Line

Letter 12-11-17 12-15-17 Revised R/W and L/A on Lt. Sta. 231+43.16 to Sta. 231+56.23 BHB