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HomeMy WebLinkAboutS-1580 Map 1THIS PROJECT I s N \C VICINITY MAP SCALE: 1 " =3000' 30 0 30 90 - A� Scale 1 " = 30 fit - I Z I I I�1gNSAs \ a iCANTR�L 47, M I ) I curb inlet v R�``y' t ) # 10 I �_ conc. apron / Q ° pfr- 6 / N89 48 41'E 85.50 ��_.-•�at. Ind CLOSE `\o ovhd.�O-wer �� _ P3 _ CV V J wet Jon m —� FND. AHTD Ma e� F- s=-no� — - ___ EXISTING y 56 19 as-meteF-_`-- ''DRIVEWAY , 588�18�5�' AyT M � _ light pole / / - O �elec. box ., 1 1 .�O e r 1S.00' / % I g y wire \ set 1 2, iron pin/ aOle signs - ! /10' AP&L ¢sMt. _1To 2.00'I on Southn-- --- / / - r' ` ilnstrj 881-20653 - - _ _ J= .- �-� 1 i --- curb inlet Mire hydrant d General Notes: I / ; *at. met.'s° ! __ — — - ,- l - c'onc-..dnve -- �j 1. Owner & Developer: / / �, / i // v ` , �D�c _ Nl5 7HLD J St. Michael's Episcopal Church J ' 0�+� �� ON l 12415 Cantrell Road lJ��% � � 1 -- -- --- Little Rock, AR 72223 / kat 7t i - tnstr. Or' Moln ,<U 95�Z34g srysf. 2. Linear feet of New Streets: 0 Lf - — ---- \ 3. Average Size of Lot: 3.3 Acres h o r f 1© 4. Number of Lots: 2 Lots J 5. Applicable existing covenants: I �/� O / /j"` `r % / i �S�r ,. 6. Source of Water Supply: Central Arkansas Water- T� !_ ' 7. Source of Wasterwater Disposal: LRWU I ( / " % �Ir ^ / ` �Oo' / //�� / 1 1 rs/ - - ~ . \ \ 8. Variances: 1, No Right Turn Lane on Hwy 10 Spf�y�v riRt� - - 2. Shared Commercial Drive at Current Width A prox. 13�""" SET _ - - -- 4. Minimum Lot Size on Hwy 10 I ' 7-1t) ?R6C C� i ` ✓ - - - 3. No Sidewalk on F1w iT7 Y / f 1 �� - _ 9. Floodwa Flood lain: N/A I !`MS ; fnd. ' on pidf r ' ! -�0 pp i 6' chnik. fence / / 10. Municipal Boundaries. Inside Corporate City Limits f (( 0-5' _. fnd. \ 2 % / irwr pin \ N86.22 0 E i — ` 135.95' � 1 / l / hr19Y P� � o, fire hydrant , �/ WOL e(ec.2 box00 NN end fence / San sewer'Esmt: 8D-01616 # %. / •� -- Instr 80-39055 ` l D REVISED w/lnstr. # � i i - A I, 1 ��c i on drive N I � 0P 00 & a / \ [ Y! '1 ti u' c ' e \ ° Q=9,6 CFS � �i \ \V�, �C7 ��'L.� It t,1 V • one story beck, li t82' �� �' concretrV e f\ - c�phalt \ � ,.. A V V V o� 1 carport .g - rCa cargo t � A 1 I, �� ` ` \ y0\� \, R17�.74 \ m� / 1 \ ` R132 40' \� ; D 397W greenhouse o.70 CDN3344'28"W��� A 4A.OfiB i fnd. iron In I t. \\ L PP .95 — — P ' LC30 S2,4 35'17"W I \ - _ , - , - PP- I 8 ,_ s o, 1 L , curb inlet 8 y PARCEL 2 T / h - io 0 • shed / w /r r J • 0 _ M P�RCEr JJ 7 / a. s� story ck�frame m�,� �' 2 isto alo sl.t' bm / o J C� Is 2' N lCD asphalt \` i' Il 7 (� L 0 �' PP / '6.1 e ramp O / ` \ �\" I - d 4.�57 'ACRES �A`e o �� w- OQ N ILO 00 ! I / M - oo t3 PP iI 0 — -- - ° 6 0' I f I 1 cc \ _ _ —aSph9it Olt Playground - - - _ \ - . -- j ss \ Tt 4' Wood fence oco I / _ ss C7 mh , co, oit I oe N88°Q8'48" W PP!' 91'.68' Qs ` ���� N_ o ` `� o- -- \� 1 .i - \ '`• \, concrete pP.__.._ -guy-wire \�\ ,'Ple4tmont STibd. \ \ ` PP LLI �o Public Notes - `- Lake Works 1. AIDED and grading permits are required prior to construction. Z 2. Stormwater detention ordinance does apply to this property. 3. Plans of all work in right-of-way shall be submitted for \�--`- - approval prior to .start of work. _ - -- 4. Provide stripping and signage plans as per ordinance for H` `"- --- ---_ sewer Traffic Engineering approval. 5. Prior to construction obtain barricade permit for work done within right-of-way. !_ 6. Easements are for utilities and drainage where needed.' 12' ' ( 7. Easements for proposed stormwater drainage facilities are required. N87°44'35"W 12SpSewer Esmt. Instp. # 80-39054 - 8. A grading permit per secs. 29-186(c) and (d) will be required 35.00' � _ S87.1 0'40"E with a building permit. \O r <° 165.23' 00 MEASURED DESCRIPTION n o / a LOT 14CO I I e� . PARCEL 1 o PART OF THE SE1 /4, NE1/4, SECTION 24, T-2-N, R-13-W, PIkASW— =- _ -Piedmont Subd. � n __ - - COUNTY, ARKANSAS, MORE PARTICULARLY DESCRIBED AS: STARTING AT THE SOUTHEAST CORNER OF THE NE1/4, SAID SECTION 20, ALSO BEING THE NORTHEAST CORNER OF LOT 16 PIEDMONT SUBDIVISION, LITTLE ROCK, ARKANSAS; THENCE N86'56'00"W ALONG THE NORTH LINE OF SAID LOT 16, 165.0 FT. PLAT (166.68 FT. MEASURED) TO A POINT ON THE EAST LINE OF LOT 15, SAID PIEDMONT SUBDIVISION; THENCE NO2'08'51 "E ALONG THE EAST LINE OF LOT 15 AND LOT 14, SAID PIEDMONT SUBDIVISION, 539.2 FT. TO THE NORTHEAST CORNER OF LOT 14 AND THE POINT OF BEGINNING; THENCE N8T44'35"W ALONG THE NORTH LINE OF SAID LOT 14, 229.94 FT. TO THE NORTHWEST CORNER THEREOF, SAID CORNER LYING ON THE EAST LINE OF LOT 13, SAID PIEDMONT SUBDIVISION; THENCE N01'51'19"E CERTIFICATE OF PRELIMINARY ALONG SAID EAST LINE, 120.00 FT. TO THE NORTHEAST CORNER OF SAID LOT SURVEYING ACCURACY 13; THENCE N88'08'48"W ALONG THE NORTH LINE OF SAID LOT 13, 191.68 FT. TO THE NORTHWEST CORNER THEREOF, SAID CORNER LYING ON .•'••'•` GISTE ••""''.s THE EAST LINE OF LOT 44, SAID PIEDMONT SUBDIVISION; THENCE '• �Si 'b •,, I, Paul M. White, hereby certify that N01'51'05"E ALONG SAID EAST LINE, AND SAID EAST LINE EXTENDED �104.0 -1TA 'OF•'•. z this plat correctly represents a bound - NORTHERLY, 160.68 FT. TO A POINT; THENCE N26'22'19"E, 200.00 FT. f A SAS = cry survey made of verified by me that all TO A POINT; THENCE N86'22'20"E, 135.95 FT. TO A POINT; THENCE 6 12s I i surveying requirments of the State of NORTHEASTERLY ALONG THE ARC OF A 380.00 Fr. RADIUS CURVE TO THE C4 Arkansas and City of Little Rock Sub - LEFT, HAVING A CHORD BEARING AND DISTANCE OF N30'25'15"E, 124.23 FT, TO A POINT ON THE SOUTHERLY RIGHT-OF-WAY LINE OF ARKANSAS STATE = O SM.AT O ' division Rules and Regulations have been HIGHWAY NO.10; THENCE ALONG SAID RIGHT-OF-WAY LINE, THE FOLLOWING ss ��., •: AA {> complied with and a copy of said BEARINGS AND DISTANCES; 588'18'53"E, 11.00 FT.; THENCE �� •'•;GL ,� •'•�• i boundary has been duly filed for record N29'01'43"E, 22.05 FT.; THENCE N89-48'41"E, 85.50 FT.; THENCE �� ••• +jam in offices of the State Surveyor and S76'01'25'E, 33.24 FT. TO A POINT ON THE WEST LINE OF THE E1/2, :y�L LA�,•' the Pulaski County Circuit Clerk Et/2, SE1/4, NE1/4 AND SAID SECTION 20; THENCE S01'51'14"W ALONG ,,,•• 20 in Plat Book Pag SAID WEST LINE, 601.02 FT. TO THE POINT OF BEGINNING, CONTAINING 4.3466 ACRES MORE OR LESS. (MEASURED DESCRIPTION BASED ON ARKANSAS STATE PLANE COORDINATES -NORTH ZONE) Q / V % ar Date of Execution Paul M. White, Registered Land AND Surveryor No. 1281, Arkansas MEASURED DESCRIPTION-�••>«�„ / TATE pf PARCEL 2 LANDS LYING IN A PART OF THE SE1/4 OF THE NE1/4 OF SECTION 20, T-2- A A` S N, R-13-W, PULASKI COUNTY, ARKANSAS AND MORE PARTICULARLY DESCRIBED . x AS FOLLOWS: COMMENCING AT THE SOUTHEAST CORNER OF NE1/4 OF SECTION I '''�i' 20 FOR THE POINT OF BEGINNING: THENCE ALONG THE EAST LINE OF THE CERTIFICATE OF PRELIMINARY NE1/4 OF SAID SECTION 20, N01-58'28"E, 1106.07 FT. (DEEDED 1112.0') TO ENGINEERING ACCURACY THE SOUTH RIGHT-OF-WAY LINE OF ARKANSAS STATE HIGHWAY 10; THENCE ALONG THE SAID SOUTH RIGHT-OF-WAY LINE, N76'01'25"W, 170.20 FT.; ' * „ „ 1, Timothy E. Deters, hereby certify THENCE LEAVING THE SAID SOUTH RIGHT OF WAY LINE, S01'51'14"W, o.5033 �f00 that this plat made plat correctly that engineering 1139.02 FT. TO THE SOUTH LINE OF THE SAID NE1/4; THENCE ALONG THE SAID SOUTH LINE, S87-10'40"E, 166,36 FT. (DEEDED EAST, 165.0') TO p• Y Q ,P requirements of the Little Rock THE POINT OF BEGINNING, LESS AND EXCEPT: PART 20 THE SOUTHEAST E. QUARTER OF THE NORTHEAST QUARTER OF SECTION 20, T-2-N, R-13-W, �••'�/ Subdivision Rules and Regulations have PULASKI COUNTY, ARKANSAS, MORE PARTICULARLY DESCRIBED AS FOLLOWS: have been complied with. COMMENCING AT THE SOUTHEAST CORNER OF THE NORTHEAST QUARTER OF SAID SECTION 20 FOR THE POINT OF BEGINNING; THENCE N87'10'40"W, 166.36 FT.; THENCE NO1'51'14"E, 538.00 FT. THENCE S87-10'40"E, 165.23 — FT.; THENCE S01'58'28"W, 538.00 FT. TO THE POINT OF BEGINNING, CONTAINING Date of Execution Timothy E. Deters 2.2253 ACRES MORE OR LESS. Registered Professional (MEASURED DESCRIPTION BASED ON ARKANSAS STATE PLANE COORDINATES -NORTH ZONE) Engineer No. 5033, Arkansas OWNER OR DEVELOPER Date of Execution Name Address Source of Title D.R.— Pc Instrument No. CERTIFICATE OF PRELIMINARY PLAT APPROVAL All requirements of the Little Rock Subdivision Rules and Regulations relative to the preparation and submittal of a preliminary plat having been fulfilled, approval of this plat is hereby granted, subject to further provision of said Rules and Regulations This certificate shall expire. Date of Execution Planning Administrator �LLPI 1 U1V G_._ Southeast earner ! -- NE1/-4, Section 20, ' T-2 R-13-W PRELI.1WhARY PLAT LOTS' 1 2 ST. MICHAEL' S EPISCOPAL CHURCH ADDITION # 12415 Cantrell Road ` �` Lt`1�°7 JULY 9, 2007 AUG Ci 1 "Low LOCATED IN THE SE1/4 NE1 /4 -- OF SECTION 20, T-2—N, R--13—W, �Y: --- LITTLE ROCK, PULASKI COUNTY, ARKANSAS Na PORTION OF THIS PROPERTY IS LOCATED WITHIN THE ICO YEAR FLOOD BOUNDARY AS SHOWN ON THE FLOODWAY, FLOOD BOUNDARY AND FLOOD INSURANCE WORK MAB FOR LITTLE ROCK, ARKANSAS. (FIRM Community Pafiel It 050181 0041 F. Oct. 19, 2001) 0 WHITE-DA TERS & ASSOCZA TES, INC. CIVIL ENGINEERING, L tiD PLANNING & GEvE �LRtnE1:-, 1 _RVEYING Q 24 RAHLING CIRCLE LITTLE ROCK, ARKANSAS 72223 MA2007\ST\MICH\PREI.\P1_AT.DWG, 8/11200F 12:49:02 PM, adaters, White-Daters & Associates, Inc.