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HomeMy WebLinkAboutS-1580 Map 2THIS PROJECT A 0 0 J /,a 47 s v VICINITY MAP SCALE: 1 "=3000' ---- ---- 30 0 .30 90 K o.. ! ! ! ti' -�'� may, •. \ � - _ YJ Scale 1 = 30 ft iCgNT � - I I �� I Curb inlet RE�� Cont. apron O Nocµ Tj 7 O ovhd _ p ry. — % N89 48 41 'E 85.50 �wer ��watt met. p� _ — and CLOSE ��o FNO. AHTQ Ma Ole .F_- -_ _ronpn- --- EXISTING 56 T9 ae qNT _ l _ as tee_= `DRIVEWAY S88 18 5,�" E 410 2c, ght pole _ \I /•y�/ n e - elec. box / .r ' 1/aq 15.00' guy wire _ 6V7J� (set 172 iron in � J i / _ -} P % able signs / /[11no.11ii '&L Qsrtht. 110' _lnd -iron5�1- 2.00' south_-._- 'afire hydrant_8 �0633--may' _ _ - ...._ 4� M1\- { ro / 15, r I _ _ �, _. 1� Ocurb inlet General Notes: I / // _ wet. v ve _a 0' % 1. Owner & Developer: : /' wt. met.'s° St. Michael's Episcopal Church / i / ' Cana_ drive- 12415 Cantrell Road l, Little Rock, AR 72223 y/ 30A f _4 �nstr.W er r i ; 2. Linear feet of New Streets: 0 Lt fs 3. Average Size of Lot: 3.3 Acres 4. Number of Lots: 2 Lots-, \1� 5. Applicable existing covenants: / /=s�� / /� /�� �� 6. Source of Water Supply. Central Arkansas Water I O �i � / / / � / / �r T�I l� 1/ / � -- — -- 7. Source of Wasterwater Disposal: LRWU 8. Variances: 1. No Right Turn Lane on Hwy 10 2. Shared Commercial Drive at Current Width (i 2`; / / / / / '�e'Gc� �/ 1,81 CRES o ewa on wy - -��3 ' 7�',' S- /i�ECI� 4. Minimum Lot Size on Hwy10 / _ 9. Floodway / Floodplain: N/A I �' / ( \ l �7YM ' ACCES,$� 10. Municipal Boundaries: Inside Corporate City Limits I 6' chnik. fence I find. ' on pir / / - - - - Ikon / - / - / a.5 naAn�_ %// /Pp i / p find. iron/pin It \ ` - - --- - - �_ N86.22 ' E I j/ / I / / 135.95 r � / — I �//firms hydrant �ghN pore / / ,� a C._- / �e,1ec., box- 1 / ; i r •Npi /- ! V o Do fence / f / / i i + i / \ 12' San, Sewer Esrrtt.,_ o end - Instc I i,' I 0, 42 w � 80-39055 i '� ' I I � REVISED /Instr. ! I / rV{ II \ �' \ I // i i i o� ! -9.6 CFS \ \ PROP WAY: Cont. drive ` ^ Q / V �... / I i \ t ! one story\� h concrete \ �R�. 1 brick. 1 _ I h It ' I � ro / / I a�P o oA cQa carport { I ' � •� carport I / -- -_ _- - I _ `I \ ` find. iron pin r! I l� I \ e R17 74'`, R132.40' \ �� �� ` 39 W `� I 1 CDN3'o 4428 W / 7� _ j1 CCD44 0 8 r 1'. �.. 9re nhouse 7pp PP 0 / 5 I g3 g, , 0_ curb inlet _ E 5.7 0 ARC 1 z > 01 P R GEC 1 C g�32shed o /� mh 2 story block/frame / _m �_ 10• 88.0' t ac N ' . Q T �� I o as halt 4.,9/ IAliRl'ilw7 ramp y o r `�� w 6. 1, ' Lice ' - ,- 60.0 o ac - . I Pp z _- —apt _ - ! playg or and ---, ---- \� ss mh 4 We'd fence U - o\ - } / L - 0 _ Inn ash es mh / f\P - mr \ . Olt N88°Q8'48"W PP 1'9 _../" / (/ / /, ,..\too P � \ ��san. se � N ��� � ,,. ...• _._ - -- ----- -- --_ -- I \ concrete u wire l y/P,%ei S�bd. ` mh / \ -LIJ PP O Ln Public Works Notes • -- - - Lake 1. ADEQ and grading permits are required prior to construction. - O �.- 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 - ss h�^__,� Traffic Engineering approval. -� - DPP 5. Prior to construction obtain barricade permit for work done within right way. �--�`--sa__ sewer -._ _� ___-- - —r _ -j -�} °` 6. are Easements are for utilities and drainage I --- --- -3S mh - --- 7. where needed. Easements for proposed stormwater drainage facilities are required. 12' / ' /% _ --- ' 8. A grading permit per secs. 29-186(c) and (d) will be required iV87`44'35"W 12- Soft. InStr # Sewer €smi i 80-39054 with a building permit. - I 35.00' , ---- -- = - 229.94 S87 10 40 E -- - _ 4 oo j 165.23' a MEASURED DESCRIPTION / I o A�� •\too P �° PARCEL 1 LOT 14 / I I n COUNTY, ARKANSAS, MORE PARTICULARLY DESCRIBED AS: STARThNGAT TH - -- --- - --- - _ _. _ _ Piedmont.$2lb(L1. PART OF THE SE1/4, NE1/4, SECTION 20, T-2_& R-1.3-�N.., Put ctd SOUTHEAST CORNER OF THE NE1/4, SAID SECTION 20, ALSO BEING THE 7 77CEP 7WV - 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 N87'44'35"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 ALONG SAID EAST LINE, 120.00 FT. TO THE NORTHEAST CORNER OF SAID LOT 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 ••,,.•••......••.., '' EAST LINE OF 'S ''05"E OT 44, IDLINE, ILINETHENCE LSAID NSAID jSTE • ....... NOEALONG EAST AND EAST fj•'•4�G•...• ... NORTHERLY, 160.68 Ff. TO A POINT; THENCE N26'22'19"E, 200.00 FT. r STA •On'o, TO A POINT; THENCE N86'22'20"E, 135.95 FT. TO A POINT; THENCE ': NORTHEASTERLY ALONG THE ARC OF A 380.00 FT. RADIUS CURVE TO THE LEFT, 128 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 HIGHWAY NO.10; THENCE ALONG SAID RIGHT-OF-WAY LINE, THE FOLLOWING •it BEARINGS AND DISTANCES; S88'18'53"E, 11.00 FT.; THENCE N29'O1'43"E, 22.05 FT.; THENCE N89'48'41"E, 85.50 FT.; THENCE i!'•'=�9 r r `'I ��„.?;; ••••'O�,`9L.1.t�1`t"S ON NS01051T1f4"WIALONG •,•', Et/2,1SE1/4,3NE1/4 AND SAIDOINT SECTIONTHE 20;THENCEEST SAID WEST LINE, 6D1.02 FT. TO THE POINT OF BEGINNING, CONTAINING ........ 4.3466 ACRES MORE OR LESS. (MEASURED DESCRIPTION BASED ON ARKANSAS STATE PLANE COORDINATES -NORTH ZONE) AND MEASURED DESCRIPTION PARCEL 2 / T A T F o f LANDS LYING IN A PART OF THE SE1/4 OF THE NE1/4 OF SECTION 0 Z 2 -- N, R-13-W, PULASKI COUNTY, ARKANSAS AND MORE PARTICULARLY DESCRIBED e -* AS FOLLOWS: COMMENCING AT THE SOUTHEAST CORNER OF NE1/4 OF SECTION I TE 20 FOR THE POINT OF BEGINNING: THENCE ALONG THE EAST LINE OF THE NE1/4 OF SAID SECTION 20, N01-58'28"E, 1106.07 FT. (DEEDED 1112.0') TO THE SOUTH RIGHT-OF-WAY LINE OF ARKANSAS STATE HIGHWAY 10; THENCE ipI,C ALONG THE SAID SOUTH RIGHT-OF-WAY LINE, N76'01'25"W, 170.20 FT.; THENCE LEAVING THE SAID SOUTH RIGHT OF WAY LINE, S01'51'14"W, O.r1O33 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 THE POINT OF BEGINNING, LESS AND EXCEPT: PART OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 20, T-2-N, R-13-W, PULASKI COUNTY, ARKANSAS, MORE PARTICULARLY DESCRIBED AS FOLLOWS: 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 N01'51'14"E, 538.00 FT. THENCE S87'10'40"E, 165.23 FT.; THENCE SO1'58'28"W, 538.00 FT. TO THE POINT OF BEGINNING, CONTAINING 2.2253 ACRES MORE OR LESS. CERTIFICATE OF PRELIMINARY SURVEYING ACCURACY I, Paul M. White, hereby certify that this plat correctly represents a bound- ary survey made of verified by me that all surveying requirments of the State of Arkansas and City of Little Rock Sub- division Rules and Regulations have been complied with and a copy of said boundary has been duly filed for record in offices of the State Surveyor and the Pulaski County Circuit Clerk 20 in Plat Book _Pag fle% Date of Execution Paul M. White, Registered Land Surveryor No. 1281, Arkansas CERTIFICATE OF PRELIMINARY ENGINEERING ACCURACY 1, Timothy E. Caters, hereby certify that this plat correctly represents a plat made by me, and that engineering requirements of the Little Rock Subdivision Rules and Regulations have have been complied with. Date of Execution Timothy E. Eaters Registered Professional 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 -- Southeast corner -- NE1/4, Section 20, T-2-N, R- T3-19 PRELIMINARY PLAT LOTS 1 & 2 ST. MICHAEL' S EI-ID i OPAL CHUB CH ADDITION # 12415 Cantrell Road uF\{ JULY 9, 2007 43�1��ai 2E / 8- I _ 01 1 wF€`FTX/F ID LOCATED IN THE SE1 /4 NE1 /4 AUG 0 A ?001 OF SECTION 20, T-2—N, R-13—W, LITTLE ROCK, PULASKI COUNTY, ARKANSAS © WHITE-DATERS & ASSOCIATES, INC. CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING El 24 RAHLING CIRCLE LITTLE ROCK, ARKANSAS 72223 (MEASURED DESCRIPTION BASED ON ARKANSAS STATE PLANE COORDINATES -NORTH ZONE) A4:12007\S7iMICH\PREL\PLAT.DWG, 811/2007 12:49:02 PM, adaters, White -haters 8 Associates, Inc. NO PORTION OF T-15 PROPERTY IS LOCATED WITHIN Ti 100 YEAR FLOOD BOUNDARY AS SHOWN ON THE FLOODWAY, FLOOD BOUNDARY AND FLOOD ;NSURANCE WORK MAP FOR LITTLE ROCK. ARKANSAS. (ndiM Community Panel # 050181 0041 F. Oct. 19. 4001)