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Home My WebLink AboutZ-8262-B Map 3�3r� FLOOD NOTE: BY GRAPHIC PLOTTING ONLY, THIS PROPERTY IS NOT IN A SPECIAL FLOOD HAZARD AREA OF THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO. 0501810082 F, WHICH BEARS AN EFFECTIVE DATE OF OCTOBER 19, 2001 AND IS NOT IN A SPECIAL FLOOD HAZARD ZONE. NO FIELD SURVEYING WAS PERFORMED TO DETERMINE THIS ZONE AND AN ELEVATION CERTIFICATE MAY BE NEEDED TO VERIFY THIS DETERMINATION OR APPLY FOR VARIANCE FROM THE FEDERAL EMERGENCY MANAGEMENT AGENCY. UTILITY NOTE: THE UTILITY LOCATIONS SHOWN ARE THE BEST INFORMATION AVAILABLE FROM THE RESPECTIVE UTILITY COMPANY OR THE OWNER. AT LEAST 48 HOURS BEFORE BEGINNING CONSTRUCTION IN ANY GIVEN AREA THE CONTRACTOR SHALL CONTACT ALL THE APPROPRIATE UTILITY COMPANIES TO MARK THE EXACT LOCATION OF THE UNDERGROUND UTILITIES. CURVE DATA 0 = 30`08'38" T = 108.01' R = 401.08' L = 211.01' N 01'22'31" E 29.90' M - N 00'26'52" W 30.05' R FOUND 1/2' REBAR S 85'406" E 50.85' N S 8724'16" E TRACT E PROPERTY DESCRIPTION Part of the North 1/2 of the Northwest''/4 of Section 15, T-1-N, R-13-W, Pulaski County, Arkansas, said tract of land also being a part of the land platted as Cottage Homes Heights Subdivision in the City of Little Rock, Pulaski County, Arkansas, being more part,cularly described as follows STARTING at the Southwest corner of the Northwest'/ of the Northwest'/< of said Section 15, thence South 870 58' 00" East along the South line of said Northwest Y Northwest'/, a distance of 97 36 feet to the East right-of-way line of Shackleford Road, said point also being the POINT OF BEGINNING, thence along said East right-of-way line along a curve to the right having a radius of 282 50 feet, an arc distance of 183 19 feet and a chord bearing and distance of North 170 54' 04" West 180 00 feet, thence North 010 19' 22" East along said East right-of-way line a distance of 723 01 feet, thence South 850 58' 48" East a distance of 52 76 feet, thence along a curve to the right having a radius of 401 08 feet, an arc distance of 21101 feet and a chord bearing and distance of South 710 13' 25" East 208 59 feet, thence South 57' 09' 11" East a distance of 209 87 feet, thence along a curve to the left having a radius of 358 72 feet, an arc distance of 179 09 feet and a chord bearing and distance of South 730 40' 42" East 177 23 feet, thence South 870 12' 24" East a distance of 371 54 feet, thence along a curve to the right having a radius of 353 86 feet, an arc distance of 143 74 feet and a chord bearing and distance of South 750 36' 18" East 142 76 feet, thence along a curve to the left having a radius of 293 86 feet, an arc distance of 119 02 feet and a chord bearing and distance of South 751 33' 12" East 118 20 feet, thence South 870 42' 57" East a distance of 94 09 feet, thence along a curve to the left having a radius of 320 98 feet, an arc distance of 18 54 feet and a chord bearing and distance of South 89125' 17" East 18 54 feet to a point on the Northerly right of way line of Aldersgate Road as shown on the plat of Tract 5, Ecumenical Retirement Center Addition (Plat E-836), thence South 020 22' 40" West along the West line of said Tract 5, Ecumenical Retirement Center Addition a distance of 616 91 feet to the Southwest corner of said Tract 5, thence North 89' 01' 03" West along the South line of said Northwest 1/4 Northwest'/ a distance of 68 69 feet, thence North 870 58' 00" West along the South line of said Cottage Homes Heights Subdivision (Plat Book 1, Page 97) a distance of 1200 26 feet to the POINT OF BEGINNING, containing 955,961 square feet or 21 946 acres, more or less LESS AND EXCEPT the following lands located within the Cottage Home Heights Subdivision in the City of Little Rock, Pulaski County, Arkansas, and being more particularly described as follows Lots 5, 8, and 18, Block 9, Lot 5, Block 12, Lots 17 and 18, Block 14 and Lot 13, Block 16 I 23 1 22 - - -- I _ _ 3I 21 - _ _ 4 20 51.16 R -- 8 I I R= 358.72 6 1 1 19 -- 5 2a g 87.2q, 6� E 52.76' R t i 23 T` 54:76r 21 R �732.sTF _ 4� 24__�C-= 21 _ 1 23 2 1 1 23 -1C==� I 22 -- II 21 '11-- 31 I zz .i 31 E20 - - - _ _ VE DATA 4 21 ' = 28'36 1 5 20 -_ 4 ASS t9 ' - - 118 - 141 f 19371 I \ 1 os, I T -24-a.1' - - 1 1 _ _ 6 1 1 19 - - t7 1Q3� _'y + F- _ _ 7 1 I 18 I I - - 1 I 6 ! CURVE DATA 1 16 _ _ -� - e R `1�-; ��0 _ _ 6 E17 _ - — -_ -_ 7 I I 18 - - I I CURVE 6ATA- I p = 4'05'22„ is _ - p9 0 �\ 9 B i7 T = 60.34' B R = 9.28' ' 0+ __�E--- 9 is -293 L = 18.55 / I 1 15 4 [ _ — — ' I _ _ o to I I S 1 _ (tcb'� 7522' " 101 15 — _S Lam- 119.02' s ' 113 — — — �, — `11 I I— 1�c4 2'� 1 �'40g2°14' RI 74 I � — — — 70I I 15 _ _ 142;s „E — — t01 S 885238RE 12 13 - �0 I I 14 CHAINUNK FENCE A NG PR PERTY LINE + " I -- __� C__ a �,� M t3 — it1Q S.544031 E N S " �, 371-64 12 1 OUN3 1/2" REBAR 118.243 E12 18.54' M CH WASHINGTON STREET (40' R/W) 75'14' �E►i FOUND 1 2 BRIM 371 5 _ FOUND /2' REBAR I 24 �j j�� ,� — N 4" f 1 "-FIEBAR `` 14�`�� " E FOUND 1/2" REBAR �S 89'16'12" E 24 = 1 R 2a _ _ 2.76 S o 94.09 R 23 — ' , 1 24 v 33'j Z S 87'42' 7" i 1 _ _ _I I _ _ 2 1 1 23 Jo l 11-- _ _ 1 1 23 - 371-8l `� S 7S 37' " p:. El 94.09� I 122 1--- I I 3 1 I 22 I I 3 1 1 22 I I --- 2 i o�\nl -S 73(�6y 14 1 I "` 2 I I 21 I a 21 -- a 21 I I --- 3 �°�� 1 22 1,30 38" f i I 13p 3 ?"! 1 20 _ - - - 5 20 - - - 4 21 CURVE DAT 1305�38 E 4 _ I 19 E 5 20 _ • FOUND 1/2° REBAR I - �T_= 7 S" r37 S„'y" - - _ _---�2 �_ ,� .S 118 1 i �- 7 1 I 18 , 1 _ 6 1 t9 R= 3 ,86 i 2.8C FA S 87'42'57" E I o t7 1 - - - 8 El _--71--171-__�L- =-143 E91&51.61' M _ _ p , - _ ' _ _ _ 42 60 R 7 I S 51.4912" E p 18 g - - - - - 8 �El _ - 89*16' R 1 16 o� i 115 II 101 1 15 — �J _� --- �._— I _ 101 l 15 <o' 13 I N m I I t1 I\ I 14 _ I 11 I l i 14 I I NnM4\ _ 101 1 15 -- 0 I a s N I �� 12 ,3 ---�C�PN, ��911'14II -- ioo13 12 3 13 72- LOLn 24JEFFERSON STREET (40' R/W) — 3 3 ' ' _ _ z o 33 I 123 --�--� ¢ 24-_��__� 24 ___� ` 24 - o �� —--- 2I w I 23 / I� 2I I 23 z _--� ;JINN i I 22 4 !� 3 I I 22 -- __ I I _ 2 I �w l 23 __ I I 2 N N o 0 21 __ 4 v 21 __ 3 I do I 22 -- I T- - 3 I N I 22 1 1 I 20 lZ��__� __ 4 z 21 _- 4 ° F=2013SET i Z" REBA 5 20 _- - - 21 0419 "` y__6 1 1 19 ¢ - - - 5 2\ — — — — 5 ! is _cih o I I CURVE DATA "7 I t^ 7;8 f : '; { I 6 I m I t9 - - I I _ _ e I I is 17 _ off- jjjjj��''''' 3T@9' % /, _ _ 7 I I 18 _ _ 1 I - - 6 is R 2$2 5 �" `' //�:'� e E17 e 7 2" REBAR I 01�3.3 9 16 E_ _ _ _ 9 FOUND 1/2' - �I 101 1 15 11 E--� [H117 _ 15 - SOUTHWEST CORNER 1 1 - - _ _ 10 I I NW 1/4 NW 1/4 SEC 15 _ _ ` I� it I I 14 1 1 - - - - I I - - 101 1 15 I 1 10 1 1 T-1-N, R-13-W _ g -_ it I I i4 I I 1 I 6�2 241�2 _ I _ 1t S 87°58b0" E 97.36' M 12 _ 13 _ _ •61' M t2 13 1/2" REBAR _ - iz 63 pry "a, / - r , FOUND 1/2' REBAR N 8T58'00" W 1P0 �fY l� 2 FOUND 1/2' REBAR S 89'27'20" E 97.36' R POB TRACT E 0.26' M SET 1/e REBAR N 89'77'20" W 1199.37' R N 89,01 03" W 68.69' M S 88'42'34" W 7014' P TRACT 5 ECUMENICAL RETIREMENT C8NE 8� LA36-S196 ACRE (O,�LEGEN�D(EXISTING) SYMBOLS UNEWORK -------------------- -- o FOUND IRON PIN EASEMENT • SET IRON PIN — — — — — — — — RIGHT OF WAY ``��o4�GISTF,R. STATE OF [��{y • AR AS -' N URE • Q 0:) III ryT1y`9�Y.1'.i9 Or is UftVEYa_._ g A� M • A TITLE SEARCH WAS NOT CONDUCTED BY THIS SURVEYOR. HE MAKES NO CERTIFICATION OR IMPLIES THAT ALL EASEMENTS OR RIGHTS OF WAYS HAVE BEEN SHOWN ON THIS SURVEY. THE SURVEYOR HAS REQUESTED A COPY OF A CURRENT TITLE COMMITMENT WITH COPIES OF ALL ITEMS LISTED IN SCHEDULE B, BE PROVIDED TO HIM. OWNERSHIP INFORMATION WAS PROVIDED BY THE OWNER OF THE PROPERTY. BASIS OF BEARING: GRID NORTH, ARKANSAS STATE PLANE COORDINATE SYSTEM, NORTH ZONE (0301), DETERMINED BY GPS OBSERVATIONS. APPROXIMATE CONVERGENCE ANGLE IS, -00" 13' 42.91593". DISTANCES ARE STATE PLANE GRID DISTANCES COMBINED ADJUSTMENT FACTOR =1.000047250. J � ry W N � z (n ci__ W i— OLLJ (D —� 4 U 0 W CD 0 w � � O z J m � tz Revistons TRACT E Drawn by GTS Checked by GTS I Date 03/19/15 Job Number 07801102 Contact Person JHG Sheet Number