Loading...
WOODLAND_COURT_pg_1_11-8-30_WOIL a7, a8, a q P (oc )c I + vcae� LC�3 �anp PLAT OF WOODLANDCOUR717 A WLS�V o ©u Vu�u�UV �P �� (5(I o o LS�Jy L�,I�JI �� �W��IrJ�Wy L�� 11D n[N 9/,6 OF THE OLS IM OF OEMON 17, TOWNSHQP 20 NORTH9 RMCMC M WEM G°�G�30�]�OPaL� t1f Q�DOlQI 9 Hama q PLATHE&D COUNT% NOW HAo FF-ENGH 5UBD IU15 ION co 0� O 5/8 REBAR, NO CAP LE BASIS OF BEARINGS: FRENCH SUBDIVISION (� S89'21'32"E 624.20' SUBDIVISION BOUNDARY 96.00' 96.00' 96.00' 0 118.81' 109.64' ' f FOUND PROPERTY CORNER AS NOTED oN C' SET 5/8" REBAR ,W/ CAP MARKED 9525 LS EXISTING LOT LINE No 2 �0 3 4 5� - - --- 3 3 3 6 ( �0 �''� - UTILITY EASEMENT � o .220 AC. � o .220 AC. `co ci .220 AC. � o .224 AC. h � b_ o o ao o " b .226 AC. 0 0 o b o b o zn' oh' �� STREET CENTERLINE 109 115 119 123 127 �6 - �� , LOT e ADJOINING LOT NUMBER 105 HOUSE NUMBER 96.00' 96.00' 96.00• 68.78' �=100'03'18' I N S89'21'32"E 463.24' �� % \�i� R=40.00' h A=34'21'28.) \\ L= 69.85' R3 i ry ` ^� N R= 15.00' / j $89 1_32^E 471.76' ---- - - ----- - ---- - 9.00' .220 AC. RADIAL BEARINGS - - _ ^-- - DEDICATED AS PUBLIC ROADWAY �-- � Q U I N C Y L 0 0 P ( ) o-sa•1e•aa^ R=44.10' I O �0 R1= N33742'59"E � / 589'21'32"E 428.20' N ��r 6=88'59'55" L= 65.84' ! I R2= S33'42'59"E R= 19.00' _0 100.76' 100.76' 101.77' 13.44' !L= 29.5r I \� I R3= N66'20'19" E 6=71*0041" \� s8921't2 E R4= S19'20'56"E R= 15.00' L= 18.59'w 117.90• II R5= S19'20'56"E i R6= S16*51'03"W 3 3 3 M fV 23M N 22 M 21 I ( R7= S16*51'03„W N .221 AC. N 221 AC. N u .223 AC. I I 8 R8 S65'27'02"E b rn o rn o rnIn 00m z 110 0 116 z 120 50 I .228 AC. R9= S40'03'11" W to r ° R10=S40'03'11"W o I 135 to• �ILo 10' w 0 o � 589'21'32"E S89.21'32"E 589'21'32"E Q+ I a M Z'� h N �' N89'38'23"E - - - 1oo.100.77'' - - - - - - - -100.77- - - - - - - -141.77_ - - w128.00' I N 3 128.00' 0 �. NLnN { AREAS (IN ACRES $ b g I 9 3 ` Z h LOTS 5.425 rl N .227 AC. M� 18 3^ 19 M; 20 o � 221 AC. N 'n .221 AC. N N .223 AC. I 139 I STREETS 1.487 PARK AREA 0.137 z163 z 159 z 155 _ TOTAL 7.049 0=7747'20 - I l R= 15.00. a N88.46'33^ E L= 19.06' 117.45. � 100.76' 100.76' 101.77' 12.78' 0=91'00'05" I �/ R- 19.00' 7 j [] j N89'21'32"W 428.43' -� L= 30.18' A=97'41'55" \ I CERTIFICATE OF S IJ R V r R= 40.00' t L= 68.21' 10 _..T -_-589'21'32"F --47289` �AN -- - - - - --- - - - - - -- -- a - --- - -- �, � .220 AC. n TT T 'AT /'4 V T n n n _ .....,. A= Uf7A'A V - p- �� *V f� Q- - - - - - - - - - - - - Rs• 0� EXAMINI G LAND SURVEYOR REG. NO. 542 A W 11 1 STATE OF MONTANAzoo SS 16 � 0 15 Zo 0 14 co o 13 W 12 �a COUNTY OF FLATHEAD ci .248 AC. co o .220 AC. co o 220 AC. � o .220 AC. °N° o .225 AC. 'o 220 AC ��j 00 0 0 0 0 c cv I FIL ON THE �L O Y OF 19 60' 168 z 164 z 160 z 156 0 152 4z' r� 148 z CLERK N RECO ER - -- -- --- ---- --- - --- - - --- -__ --- _I BY: o - ---- --- a w DE U ! 107.55' 96.00' 96.00' 96.00' 123.71' 107.23' N8T21'32"W 626.49' 5/8' REBAR W/J RECEPTION NO. rQ`,�%_ 2 ¢�� CAP BY 2989 ES Q� FLS b� C ¢G i I 13i � 6� � 9i � ����N�G SHEET 1 OF 2 S C A L E 1 Jq f w06RPLT 1.DwG OWNER: CITY OF KALISPELL BY: THOMAS, DEAN & HOSKINS 690 NORTH MERIDIAN, SUITE 101 KALISPELL, MT 59901 DATE: DECEMBER, 1996 60' 5/8" REBAR W/ CAP BY 2520 S 107.75' 1 0 g .246 AC. 105. 106.46' o _ 111.47' A 24 .245 AC. A o rn 106 Z �r 3-1 - - - - - -t S89'21'32"E M 111.91• 0 0 z O Ln 17 Lo .246 AC. 167 x H .- - - - 112.36• U) N L a7, a8, a q P (oc )c I + vcae� LC�3 �anp PLAT OF WOODLANDCOUR717 A WLS�V o ©u Vu�u�UV �P �� (5(I o o LS�Jy L�,I�JI �� �W��IrJ�Wy L�� 11D n[N 9/,6 OF THE OLS IM OF OEMON 17, TOWNSHQP 20 NORTH9 RMCMC M WEM G°�G�30�]�OPaL� t1f Q�DOlQI 9 Hama q PLATHE&D COUNT% NOW HAo FF-ENGH 5UBD IU15 ION co 0� O 5/8 REBAR, NO CAP LE BASIS OF BEARINGS: FRENCH SUBDIVISION (� S89'21'32"E 624.20' SUBDIVISION BOUNDARY 96.00' 96.00' 96.00' 0 118.81' 109.64' ' f FOUND PROPERTY CORNER AS NOTED oN C' SET 5/8" REBAR ,W/ CAP MARKED 9525 LS EXISTING LOT LINE No 2 �0 3 4 5� - - --- 3 3 3 6 ( �0 �''� - UTILITY EASEMENT � o .220 AC. � o .220 AC. `co ci .220 AC. � o .224 AC. h � b_ o o ao o " b .226 AC. 0 0 o b o b o zn' oh' �� STREET CENTERLINE 109 115 119 123 127 �6 - �� , LOT e ADJOINING LOT NUMBER 105 HOUSE NUMBER 96.00' 96.00' 96.00• 68.78' �=100'03'18' I N S89'21'32"E 463.24' �� % \�i� R=40.00' h A=34'21'28.) \\ L= 69.85' R3 i ry ` ^� N R= 15.00' / j $89 1_32^E 471.76' ---- - - ----- - ---- - 9.00' .220 AC. RADIAL BEARINGS - - _ ^-- - DEDICATED AS PUBLIC ROADWAY �-- � Q U I N C Y L 0 0 P ( ) o-sa•1e•aa^ R=44.10' I O �0 R1= N33742'59"E � / 589'21'32"E 428.20' N ��r 6=88'59'55" L= 65.84' ! I R2= S33'42'59"E R= 19.00' _0 100.76' 100.76' 101.77' 13.44' !L= 29.5r I \� I R3= N66'20'19" E 6=71*0041" \� s8921't2 E R4= S19'20'56"E R= 15.00' L= 18.59'w 117.90• II R5= S19'20'56"E i R6= S16*51'03"W 3 3 3 M fV 23M N 22 M 21 I ( R7= S16*51'03„W N .221 AC. N 221 AC. N u .223 AC. I I 8 R8 S65'27'02"E b rn o rn o rnIn 00m z 110 0 116 z 120 50 I .228 AC. R9= S40'03'11" W to r ° R10=S40'03'11"W o I 135 to• �ILo 10' w 0 o � 589'21'32"E S89.21'32"E 589'21'32"E Q+ I a M Z'� h N �' N89'38'23"E - - - 1oo.100.77'' - - - - - - - -100.77- - - - - - - -141.77_ - - w128.00' I N 3 128.00' 0 �. NLnN { AREAS (IN ACRES $ b g I 9 3 ` Z h LOTS 5.425 rl N .227 AC. M� 18 3^ 19 M; 20 o � 221 AC. N 'n .221 AC. N N .223 AC. I 139 I STREETS 1.487 PARK AREA 0.137 z163 z 159 z 155 _ TOTAL 7.049 0=7747'20 - I l R= 15.00. a N88.46'33^ E L= 19.06' 117.45. � 100.76' 100.76' 101.77' 12.78' 0=91'00'05" I �/ R- 19.00' 7 j [] j N89'21'32"W 428.43' -� L= 30.18' A=97'41'55" \ I CERTIFICATE OF S IJ R V r R= 40.00' t L= 68.21' 10 _..T -_-589'21'32"F --47289` �AN -- - - - - --- - - - - - -- -- a - --- - -- �, � .220 AC. n TT T 'AT /'4 V T n n n _ .....,. A= Uf7A'A V - p- �� *V f� Q- - - - - - - - - - - - - Rs• 0� EXAMINI G LAND SURVEYOR REG. NO. 542 A W 11 1 STATE OF MONTANAzoo SS 16 � 0 15 Zo 0 14 co o 13 W 12 �a COUNTY OF FLATHEAD ci .248 AC. co o .220 AC. co o 220 AC. � o .220 AC. °N° o .225 AC. 'o 220 AC ��j 00 0 0 0 0 c cv I FIL ON THE �L O Y OF 19 60' 168 z 164 z 160 z 156 0 152 4z' r� 148 z CLERK N RECO ER - -- -- --- ---- --- - --- - - --- -__ --- _I BY: o - ---- --- a w DE U ! 107.55' 96.00' 96.00' 96.00' 123.71' 107.23' N8T21'32"W 626.49' 5/8' REBAR W/J RECEPTION NO. rQ`,�%_ 2 ¢�� CAP BY 2989 ES Q� FLS b� C ¢G i I 13i � 6� � 9i � ����N�G SHEET 1 OF 2 S C A L E 1 Jq f w06RPLT 1.DwG