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HomeMy WebLinkAboutS-1240 Map 3' I l , I rA K I U / \ - - -_ I � . ) I I �. /` / / 11\ / v / - J.. B / J PARKING ' J 0 PARK J It 11 �� -� , % " »»» _.-_ _. - �i — ----- .. --_. - -._ '� _ r � I __: ,�-'---'-'.""""" � - _ DEVELOPER SHALL IMPROVE COLONEL GLENN ROAD TO 1/2 OF A PRINCIPAL - »> __-I'-i - ' - - A A T * a �\\ea RINCIP L _ -� , ARTERIAL AND -DEDICATE ROW FOR " j % / 1/2 OF A PRINCIPAL ARTEIAL ate _-_.- - - enCh - - I r �- � � , _ T57'58"E 4 7.89' - i //. - /L ,` "I.,' 1 L, ' 417.89' once aorg me - - - SS -- v.' 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' 1. �'S$9a�'3'43`EI I�J6 A`v�� \ \ \ \., �....._ Ye j , i t 1 '` J / , / / / ( - \ \ \ once wm 45 W -s}47 `'?,\ \\ \.��-_i-.__._r- i I r I t ! , f� ! i i i % i • I Zf -"- -_ , \, \ r _i _ - .\ \ \ ,\ \ \ \ \ \\ - :I sAmt, - _._ 4.9•` -_ - •I �t ,%\ \ __ t I I T / / I p1 ' i \ \\ \ \ \ 1 Weft - \ \\ \ t .` -i S 1 j I i J i 1 j '\ r- ' �r- w/; \ ., / - - '.\ \ ` `, \ \ # I - . \ \ \\ ', \ - - -leaf South '\ \ `, 1 � 1 , '/ , , I ' j I k41 i f� i -'-� \ \% \ \\\ I I 1 CENVEN Of SECTION 2t \, I 'A \ \\"'...,_,.,-}, I i : , , \, \ \ \ ,',,I \ I I % ,{' - ' ._ -Q- / / "':- -_ �..__�' `...` I I 1 �, i / \ \, •I y \ \ 1t \, `i `\1 i I I i _ _ - \ \\\ \ _ - 0.6_Eaet \,' '+I I-i. 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J _ -__ _ I `- - v v v v --� - / / /// /,- i 1 (� 1 ,I . v \ , y -/ ,, % / ' % / '/� / /' i/ /./ //, / C_ . / / ' / �v v__ll _ __ V \ �� / v�'' \ y -�-''i // I II'I I' I 1 'v A v \ \ \ �: A \� / ,/ /F ''�/ //: ��/< < C..��''�.. �._"'�..��`'_......__-`V V`-� 1' f 1. tr /� (/� /� _ ,1 'I V ,a- A, .1 t,A V v♦V A, .�., _ 1;_- -..- /./ // /Ilhil ll 5 1 V� V��\ ,v ',\ / / r' i .I t ( '.V A�-_ _ -� _ v 1 1 I 1 / / 1� _� _..t / i 1 �\ ' V�v �' V .+, _, - _-- �.� % / / , l S A, y '. A v 'VA`\ ` -' ♦ i' r ' / / / i -• \V � �� 1 _ 0 1 1 -�. _... _. _ ._. .vA11, .� _. , V� . r j + I is y '� A _ -_ , NA�v v � % � / ' (/ �-'. v\ ----- - �v I, 1 �i } - I n i / / . ^ v _, A� ` _ / A - .�.+ AAA \, A III 1 V _ __ �. ., '•.' + -+.- -� -+ :--�_.-__ -.__ - :vVAVAAV� AVA - \v V ♦� - �V A A A vv A.V i 1 \\ II 1 _ j r I Vogel Property CERnFICATE OF PRELIMINARY I� Southwest corner 1-430 - Col. Glenn B� �I I T� r SURVEYING ACCURACY ST e o r 9 I I, Paul M. White, hereby certify that .e FGI .,ERA I /1 /yO _ /OL ��Ii�1 I {j A part of Section 21, T-1-N R-13-W, Pulaski County Arkansas more this plat correctly represents a bound- �.° F�L!�L I I •'STATGC' ' C-t _,/ C� i N V particularlydescribed as: Starting at the northeast corner of ory survey made of verified by me that all IF ,.\,; I I the SW1/ NWt/4 said Section 21; thence S01'44'35"W along the surveying requirments of the State of F d N I•2•,: west line thereof 196.20 ft.; thence S8T24'40"E, 24.75 ft. to Arkansas and City of Little Rock Sub- ; GENERAL NOTES: I I the east right-of-way line of Bowman Road and the point of division Rules and Regulations have been . . C: ; I beginning; thence N0235'20"E along said east right-of-way line, compiled with and a copy of said i -, sr_;:: �` e OWNER & DEVELOPER - - y I 33.71 ft.; thence S8724'40"E and continuing along said east boundary has been duly filed for record t"`'-%'19 , $ Vogel Enterprises right-of-way line, 25.00 ft.; thence NO2'35'20"E and continuingin offices of the State Surveryor and s e P. -•- along said east right-of-way line, 186.93 ft.; thence the Pulaski County Circuit Clerk on % G,t; 1 '• 11219 Financial Centre Parkway northeasterly and continuing along said east right-of-way line, 19 in Plat Book _P ge J Suite 300 100 0 100 300 being the arc of a 70.0 ft. radius curve to the right, a chord '•^--«-x'^"'_' Little Rock, AR 72211 bearing and distance of N34.18'5eE, 73.62 ft. to the south I�2� �� (501) 225-6018 Q l right-of-way line of Col. Glenn Road; thence N66'02'27"E along Date of Execution Paul M. White, Registered Land Ir $ said south right-of-way line, 40.0 ft.; thence N23'ST33"W and Surveryor No. 1281, Arkansas' �w.���� Scale 1 = 100 f l COLONEL qE! ROAD continuing along said south right-of-way line, 20.27 ft.; thence ` 11? tit A i f plA LF of Street - 4650 N66'26'4TE and continuing along said south right-of-way line, CEI T1GICATE OF PRELIMINARY �� Average size lot - 250' x 350' 255.93 ft.; thence S01'55'56"W and continuing along said south ENGINEERING ACCURACY ARKANSAOS �` Number of Icts - 28 right-of-way line, 16.44 ft.; thence N6B21'39"E and continuing Proposed Open Space - None along said south right-of-way line, 175.11 ft.; thence 1, Timothy E. Doters, hereby certify R IE f: M ht E B � p p S10'43'55"W and continuing along said south right-of-way line that this plat correctly represents a � Applicable existing covenants - None I 18.40 ft.; thence N65'20'12"E and continuing along said south plat made by me, and that engineering Pit G E E'SSIANAI Water--LRMWW right-of-way line 34.36 ft. thence N6741'36"E and continuing requirements of the Little Rock -A ENGINEER yb Sanitary sewer--LRWWU '°OIII I along said south right-of-way line 612.37 ft. to the west right- Subdivision Rules and Re lions ha * * s O" Variances, Waivers or Deferrals - Front & Rear Setback in C-4 THIS PROJECT of -way line Interstate Route No. 430; thence S8757'58"E along have been compiled - N05033 Q',T g said west right-of-way line 417.89 ft.; thence S14'13'34"E along 0A .\< i;' Limits of Floodway - None f said west right-of-way line, 281.04 ft.; thence S21'05'50"E and I -L,�;J E VP" 1 continued along said west right-of-way line, 532.43 ft.; thence Date of Execution Timothy E. Daters S03'45'58"W and continued along said west right-of-way line, Registered Professional 1112.66 ft. to the south line of the SW1/4 NE1/4, said Section Public Works Notes: Engineer No. 5033, Arkansas 21; thence N8732'45"W along said south line, 447.49 ft.; to the 1. NPDES and grading permits are required prior center of said Section 21,; thence N8723'4YW along the north � �� to construction, site grading and drainage Ian will line of the NE1/4 SW1/4, 296.00 ft.; thence NO2'53'22"E, 33.39 9 9 9 P ft.; thence northwesterly along the arc of a 12.00 ft. radius need to be submitted and approved. DAyp ROAD curve to the left, a chord tearing and distance of N36'47'21"W, Date of Execution Name 2. Stormwater detention ordinance applies to this property. 15.32 ft.; thence continuing northwesterly along the arc of a PP P P Y• 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 N71'09'3TW, 48.10 ft.; thence N65'51'11"W, 341.84 Address oproval prior t 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 N60'27'5TW, 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. Nrs the arc of a 130.00 ft. radius curve to the left, a chord bering 5. Prior to construrtion obtain barricade permit for work done and distance of S01'12'29"W, 113.11 ft.; thence S59'24'24"W, CERTIFICATE OF PRELIMINARY PLAT APPROVAL 448.87 ft.; thence southwesterly along the arc of a 172.88 ft. within right-of-way. SURVEY OF A PART OF SECTION 21 radius curve to the left, a chord bearing and distance of All requirements of the Little Rock S5711'26"W, 13.38 ft.; thence N86'42'3TW, 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 NEI/4 submittal of a preliminary plat having SW1/4; thence N87*26'27'W along the south line of the SW1/4 NI been r�v Date 12-8-98 been fulfilled, approval of this plat ©VV7nr/111v1G rrn n rr7arLv7W & Ag'9(0(CZ r`=JJg said Section 21, 150.00 ft.; thence N01.44'35"E along a line L/1Y111lG1Rs� s o IN THE SOUTHWEST QUADRANT OF THE is hereby grunted, subject to further 150.00 ft. west of and parallel with the east line of said SW1/4 a CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING aor. Vert. provision of said Rules and Regulations ' NW1/4, 608.90 ft. to the east right-of-way of Bowman Road; thence This certificate shall expire. g 401 VICTORY STREET LITTLE ROCK, ARKANSAS 72201 INTERSECTION OF I-430 AND COL. GLENN RD. Scale f"=100' northeasterly along said east right-of-way line, being the arc of 0 a 848.57 ft. radius curve to the left, a chord bearing and sheet of distance of N2953'13"E, 532.83 ft. to the point of beginning LITTLE ROCK ARKANSAS ., containing 69.546 acres more or less. Date of Execution Planning Administrator Survey By: Drawn By: Checked By: Approved By: r Little Rock Planning Commission Job No. 98-0131 I I S- /; 1 40 a1e0 6661 90 9T :90 92 uer u0W 1Vld3dd\­l390A\B66T\ W