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S-1240 Map 1
I U / �_ y. y . �� 0 - /, I y x I ,- PARKING \/ _- -- PARK �� �-1.? \ \ r% -J »»/ -: »»» - - --- J - -- ' - �C_ v _----_ _ I' I -- --. - -- , / -- i I I / I - - _ ' / . ., I I I . '— 'v j -- . ., % A - / p »»» / DEVELOPER SHALL I PROVE COLONEL - ' r ' GLENN -ROAD TO 1 2 OF A PRINCIP L \ \-_ '' /11" ARTERIAL AND -DEDICATE ROW FOR 4 Ill0 -- _ _----___ _ i ,..' z ee I - - e - - - 1J2 OF A PRINCIPAL ARTEIA� 6d - I Ili 57'S 89' _ / - ' - • 417.89 $ _ en c onq me I "I1"� 1 _ ' O . �. V LLE` On - - -- / - - ? - - �a = J V -- - / - - -� - / /"�� - - - 4. f - I, q 22 �ti � __ _ _- i - - ' - i t' / / - _ --- , ' / _ \ — — - ,, i" , i � �' r -� - vim° _ _11 D w �„c NJ O -� / O i i / : V ' 1. NJ , S 14r s. p I ,� f I �`, I -;� ' , I I II �- - - - -- - II 0 / I I .- GLE I w% _ -. 21 _\ I © I I ll 11 "I I 10 /�;� /' / "I' ;- Q Go ®dn9 - NE114 NW114' - — -NW1%4 NE>� f/i /NORTi f1 AST. CORNER I ,� /' /� , SWV4 N/1M1�4; SEC. 2F = `` . 1: o ��5�' 2� i 9 - __ �. I - _- 77� $ tN . I ,I 711 1, \ y w I /' _J it - - I CDN34:18'5 !' E �' - ___ \ -' - ,1 "' s J_J� rn--,---LC73.62'-,----' - - \ ->> o $ _ o. �J _ 1 ___ - . _ i� .- -c - __ _ � i I i- - - ._ - - __ _ . 1 1 ', O @ i!' `� _ 9 q , , \ , i' k 11 ,' , , H_ I I g V _ is / - -- S - nod .- _ �, - bl J�aXa j� t `• / __7 _ ,, N / 1�,G'1' I _ I r _ g _ • Qi,, v - - - 1, r �vy'. - 8 111 1.J + Y I - 1. 1t - - �J - f / �m � 0 I / r - - _ _ �'\ 7 l POND I sy49 \I -- i daw r `\ n _= - ,I - -�.- I. I 1 s ,, \ __.-..__: ' '_------ - I J '/// ern - - _ �' --.`v, \ V. , 11 A v-_ _ — + R r f V -_ __�1 - 1 - r Q--- — g v ! I DEVELOPER 1iALL' IMPROVE BOWMAN �' ( J: - -- - ` \, ROAD TO 1 2 OF A MINOR/' / r I \/ - �f ARTERIAL AND DEDICATE ROW FOR \ ` U N / ' � - ,rll,, --- 1 _ _ 1/2 OF A PRINCIPAL MINOR ' �\ / w 1 -" - za3 r��� i i ,�. / / a \ \ _ N ` I 228.85' . - - - ' 441.33, `, 1, I _. �,—� h - V - _ .. I ---- �� �� - 2'... _ _ _-'_ - N3.`�' wdk I'I. Ii Proposed Pagis --- \ ( ,/ ��`�I 'I} e , I 1 j j 32B_ ' 320.00' _ _ - _ f l' i 1, 58 111 ! \ r � 1 Monument , __ r _ _ ii I i Y __� I I - __ '� I � I , J - : , __ \1 ,_-, � I �, / � ,I I " , S.W 1 4 N_ 4 -- — �- - v ` `� I _ _ 2J� �I 11` / % -- , _ _ - �!i I _ — �R.63 I ,\- M1g �, \ i L -- / \I ' I /l'flr __ / 1F - on, \ i _ _ \ -� r� / �> x : ,I I. /�2 v i r" A 8. ' , �v'`v 1.,I �19 a 71i f f g / /:� '� ay St��1 4NE1 4 _ — -- } __- _11€ 1 lj / r S_. __ I d,_ f �__�— �_� ',, ,,�II' 441.28'� frrl`} __ 1 I " y _ p� / o I 1',r I 1 \ 9 F r f f1 I .- - 9p 8 / tee' :- - - ---- - m' i,i, r , I vv if � , i Tr = M� - ,�y `� ' n_ �. 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A._ A, C 1 ' i� s_�._.�._ D, V'_ � - _\ i 1 j - _ '[-- _ - �.V - A A 11 %CV _ \ \ \ i r ; r r , , , - _ CDNOi 129 E r. _ \\ _ t`- , '( I13 1.. ,, - - - — - - 11, \ \ ! 1 _ ! . � i ______ - - I `v, ___ vvA y / v i - \ l - - - -- � ' -- -- - , - a� - - fence 6.9 west---. 62 - - -_ - _ v� , , , , v . — - v` 1 ` `V I _ . - ,. -, f, I. I _ _ -.15Q:-.- , , / -, / / i % /! / I ` - _.._ `'\ \ \ _ - 4a"DuI f \ \ \ \\ I \ - / // f // r / i r - -- -- -.-___ \ \, ''\ _ 14"9 urn. } '\ I �q,\-,l \ `.. '`\ 'I , - - 94 / , ; / r ,. / s / i i 1, . , i ; �d\o _ _ — __ _ ,--.,_ ,\ '\ \ \ `\�\ \ `, 1I j` /r _ --`� _I `\" `•\ i / \ ' \ \ - T6_ ;' / , I , I , I i I / ' �q / - __ - ---. -' - \ \ \\ \`\ \ q+� - fi14,4T t', i' - - 1 I _ \ \ , \.. .. - \ - ,--- � / . / , r I ! f . , / i i ' 'K- - e[� '\I \ \ \\" �`I, \ \. - S,$7 23 , ,/ _ ' i, , .` \ \ \ Z ___ �.. i ! / / i ! i r / ! 1 ' 1, ; / / f i, , (i / /` - - \ '.� \ \ \ \ \ \ \\ `\` \\ \ e ce ',cbm.: ✓ r 45-,W � ppt . -__ - .'�y,,; \ - C* __ 1 ,, / / Ii I• ,, , / / r , I n Q .i - - \ ,-' - ._-, \, \ \ \. .\ \ `\ \\ �, • I Sb ith / - L4'Y \ \ \�-- 1., .. 1-1 `. `, _ 1 1 I (r t ', f / / 1 / I j 1 I I � /�Ei- _ �.' i �i- ..w '-"... , \ '\ / \ \ \ ', I `\ \ ence. com - - `` \ h$' - -1 / - ' \ \ \ , 1 \ " , 't R OF SECTION 2� `\ \ \ sough -. _ ! i ,%, ,, ', , \ \ , . , fi - - i j 1 \ 1 t \f , - f - \ \ _ - f.0.6' Ees , \ \\ i ! 1 t I, i j If _ - -I i I I j / '\ 1 i \ 1 I l I r ; I, - i '--- I1 \ \ \ ^irf1 1$ '.. - % , >✓,. - t I ,'I ` ' I 1 •1 ' , I I 1 \, ;R�I1r7 b 6 / - I l i / I J i `; , t /I R-13-1N , \ \ ` \11, \ \ \ l , \ \ \ \ �'.. .-_ /// --1 \ , 1 , I, ,'' I i , , 1, / f ( til ,I I i 1 )j , / i r` I I I I / I� 1 � ---- \ \ C13 8 .,; 11 - V ,i i \ \ \` \ _ - �'�/,.-'��-',1 \II„ I 0 1• I 1 I f�. /•, i i J//I _ ,,V r/i'j -_ 11 1 '\ `.. \\ \, `' \\ \ `, \ \ ♦ \ -` •'f - '1; /./- ri . a L. 1 i l i l / i- ., % i { I \ __—___ - ;- \ ♦ \ , '»• , - ' l , \, \ \\\\ - ,-'_ --._.__- ,%/i'/; :,/ �..., 1. �, 'II 1 ,'\ - / / I!,! rf //: />, i/ rt! `1 is / - - I '. _ l ry_ - I _ __ -_ � - ` \ ♦ \ \ \ \ , '. , , ''. \ - -. �-:_ -",' i /i i i l j - , ' 4 , ,, \ \ \ 1 /' / / / % � / / / , , ' / l l / , ITI i' / /l/ - - , . _ \ _ b - - ., /,i // I I I i i - ,, \ n i • i' J/ / „ /'// ' / / •' ', I i I ' t r - / ^1..: \_ , V ,., \ \� \ . , %-,./T /' „ I - °, 1 '', \ •. \ , O , / / /' i / / %% _ ..- '", / 1 i / i' _ 11 __ - ' \\ _--.\-'' \ \ \ \ Y \ _ -__ _ -__-___.._..-- - / / /%/ / ` 1 I { ,. i i \ i \ \\ ' % 1 ' / , r / /// //' ' / ,r / / - - _ - I ^ '11,_ \ I -- -:: � \ . \ \ \\ ..� .� \ . \ -_-_ --_. / / � it l I '\ , `"\ \ % / / / f , - - - / // 13 - - '/\ I \ \ \ 1, t „_ r ll \\. -_'_-- _.__. _ _-_- „„// ';,r\•, \ \. ..\\, '\"\-.....___- / ,/ < - ` \ i i i r-.. K.. ,' I 1 i ,-, r _._ -.- ------ _ / f I1 ..`\ \,.,. \ % \, , . '`\. '; \ \ \ - _ - 1 \I �', ', I ; i - - ^ _ r . . , t , _ _.-- _.-.___1. �. I Vogel Property CERTIFICATE OF PRELIMINARY Southwest corner 1-430 - Col. Glenn SURJhY1NG ACCURACY e0 .^^•"^•••..., o a t 9 / M I V! v�� I, Paul M. White, hereby certify that s� A part of Section 21, T-1-N R-13-W, Pulaski County Arkansas more this plat correctly represents a bound- s• STATE 27 particularly described as: Starting at the northeast corner of ary survey made of verified by me that all At . the SW1/4 NW1/4 said Section 21; thence S01'44'35"W along the surveying requirments of the State of f f N +'••, GENERAL NOTES: west line thereof 196.20 ft.; thence S8724'40"E, 24.75 ft. to Arkansas and City of Little Rock Sub - the east right-of-way line of Bowman Road and the point of division Rules and Regulations have been " C " " ' OWNER &DEVELOPER beginning; thence N0235'20"E along said east ri ht-of wo line _ com iled with and a eo of said I � � 4 9 9 9 9 Y - 33.71 ft.; thence S8T24'40"E and continuing along said east bou^dory has been duly filed for record s%' f,•sAKL,/ , ,.if` , : Vogel Enterprises right-of-way line, 25.00 ft.; thence N0735'20'E and continuing in offices of the State Surveryor and s� c� •.- , along said east right-of-way line, 186.93 ft.; thence the Pulaski County Circuit Clerk on q CJi;. .1 1 1219 Financial Centre Parkway northeasterly and continuing along said east right-of-way line, 19 in Plat Book _P ge '` `°• Suite 300 100 0 100 300 being the arc of a 70.0 ft. radius curve to the right, a chord �" _ Little Rock, AR 72211 bearing and distance of N34718'547E, 73.62 ft. to the south I�2S �� (501) 225-6018 right-of-way line of Col. Glenn Road; thence N66702'27"E along Date of Execution Paul M. White, Registered Land Scale 11 saidsouth uh slant right-of-way right-of-way thence 20 57ft3" hence Surveryor No. 1281, Arkansas is`i /���T F 'S LF of Street - 4650 J Ca I e 1 = 100 ft �� � � continuing 9 9 Y Z:,' // St o/ Z N66'26'42"E and continuing along said south right-of-way line, CERTIGICATE OF PREIMINARY �z Average size lot - 250' x 350 255.93 ft.; thence S01'55'56"W and continuing along said south ENGINEERING ACCURACY A?KANSAS N Z_/ 4 Number of lots - 28 right-of-way line, ght- ft; thence 175'21'35'E and continuing e • * Proposed Open Space - None along said south right-of-way line, 175.11 ft.; thence I, Timothy E. Daters, hereby certify Bi�(stSTEREO S10'43'55"W and continuing along said south right-of-way line that this plat correctly represents a Applicable existing Covenants - None 18.40 ft.; thence N65'20'12"E and continuingalong said south plat made b me, and that engineering Ptt ti ES$16NA. 9 P Y 9 g 1 Water--LRMWW existing right-of-way line 34.36 ft. thence N6T41'36'E and continuing requirements of the Little Rock ENGINEER � I Sanitary sewer--LRWWU along said south right-of-way line 612.37 ft. to the west right- Subdivision Rules and Re tions ha � �I * >f i c- THIS PROJECT of -way line Interstate Route No. 430; thence S8757'58"E along have been compiled No 0-,; Variances, Waivers or Deferrals - Front & Rear Setback in C-4 said west right-of-way line 417.89 ft.; thence S14'13'34"E along ®J act Limits of Floodwoy - None said west right-of-way line, 281.04 ft.; thence S21'05'50 E and I'L�j'�y �yl' E �P.��!` continued alongsaid west right-of-way line, 532.43 ft.; thence i S03'45'58"W ad continued along said west right-of-way line, Date of Execution Timothy E. Daters �'%� Registered Professional 1112.66 ft. to the south line of the SW1/4 NE1/4, said Section RegPublic Works Notes: 21; thence N8732'457W along said south line, 447.49 ft.: to the Engineer No. 5033, Arkansas center of said Section 21,; thence N87*23'43"W along the north 1. NPDES and grading permits are required prior line of the NE1/4 SW1/4, 296.00 ft.; thence N0753'22"E, 33.39 OWNER OR DEVELOPER to construction, site grading and drainage plan will ft.; thence northwesterly along the arc of a 12.00 ft. radius need to be submitted and approved. DMW ROM curve to the left, a chord bearing and distance of N36'47'21"W, Date of Execution Name 15.32 ft.; thence continuing northwesterly along the arc of a 2. Stormwater detention ordinance applies to this property. 260.00 ft. radius curve to the right, a chord bearing and 3. Plans of all work in right-of-way shall be submitted for distance of N71'09'38"W, 48.10 ft.; thence N65'51'11"W, 341.84 Address aproval prior to start of work. ft.; thence northwesterly along the arc of a 600.00 ft. radius Source of Tile D.R. _ Page curve to the right, a chord bearing and distance of N60'27'58"W, 4. Provide stripping and signage plans as per ordinance for the VICINITY MAP 112.66 ft.; thence S26'59'45"W, 87.56 ft.; thence southerly along Instrument No. development, for Traffic Engineering approval. NTS the arc of a 130.00 ft. radius curve to the left, a chord bering and distance of S01'12'29"W, 113.11 ft.; thence S59'24'24"W, CERTIFICATE OF PRELIMINARY PLAT APPROVAL 5. Prior to construction obtain barricade permit for work done 448.87 ft.; thence southwesterly along the arc of a 172.88 ft. within right -of --way. SURVEY O" A PART OF SECTION 21 radius curve to the left, a chord bearing and distance of All requirements of the Little Rock S5711'20"W, 13.38 ft.; thence N86'42'38"W, 122.16 ft. to a point Subdivision Rules and Regulations Revised 1-23-99 on the west line of said NE1/4 SW1/4; thence NO3'00'44"E along relative to the preparation and T-1-N, R-13-W, PULASKI COUNTY, ARKANSAS said west line, 209.67 ft. to the northwest corner of said NE1/4 submittal of a preliminary plat having SW1/4; thence N8726'27"W along the south line of the SW1/4 IliDate 12-8-98 been fulfilled, approval of this plat p IN THE SOUTFFWEST QUADRANT OF THE said Section 21, 150.00 ft.; thence N01'44'35"E along a line © ��`I�`�e9�s� � �a�s�®iC���rs� �\ i�m is hereby granted, subject to further Q 150.00 ft. west of and parallel with the east line of said SW1/4 ■ CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING Nor. vent. NW1/4, 608.90 ft. to the east right-of-way of Bowman Road; thence provision of said Rules and Regulations Scale northeasterly along said east right-of-way line, being the arc of This certificate shall expire. � 401 VICTORY STREET LITTLE ROCK, ARKANSAS 72201 INTERSECTION OF I-430 AND COL. GLENN RD. 1"=100' 0 a 848.57 ft. radius curve to the left, a chord bearing and i distance of 9.546 acres ore o fl to the point of beginning LITTLE ROCK ARKANSAS Sheet of containing 69.546 acres more or less. Date of Execution Planning Administrator Survey By: Drawn By: Checked By: Approved By: ' Little Rock Planning Commission Job No. 98-0131 �' ��'`��'� '�"� �� 0 7� � (� � I � ' / l � / � J/ �� S._ /; � b ate0 6666 90 :9T :80 5Z ue(' uDh; 1Vid3dd\390A\866i\ N vWl G� o. fir//%9r' /�'�r• /G., 3. u l) E