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HomeMy WebLinkAboutS-1292 Map 330 0 30 90 Scale 1"_= 30 ft CHENAL PARKWAY W. MARKHAM \\ \ STACY Z THIS Y VICINITY MAP a 0 m PROPERTY W. MARKHAM ARKANSAS STATE NORTH t N 153080.47 PLANE ZONE E COORDINATES 1187357.72 MONUMENT found rr spike QN 152341.47 E 1187360.13 found iron pin i N 152346.61 E 1187061.47 found iron pin 4 N 152366.55 E 1187061.76 found iron pin N 152367.86 E 1186989.14 found iron pin 6 N 152552.62 E 1186994.16 found iron pin 077 N 152551.82 E 1187042.18 found iron pin N 152736.79 E 1187047.03 found iron pin 9� N 152735.09 E 1187150.80 found iron pin 10 N 153087.25 E 1187149.61 found iron pin 0 02' U N R HILLVALE, A0ITION LoT ZONED C- I DEVELOPER TO CONSTRUCT 1/2 STREET IMPROVEMENTS ON WEST MARKHAM STREET AS REQUIRED DEVELOPER TO DEDICATE 30' ROW BY MASTER STRET PLAN. I FROM EXIST STREET CENTERLINE \ OF WEST MARKHAM STREET. a Mill ak cu bac West Mar ha Street 3 o r LI UUU00-' PAGIS Mark( r - - 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 compiled with and a copy of said boundary has been duly filed for record in offices of the State Surveryor and the Pulaski County Circuit Clerk on 19_, in Plot Book _Page Date of Execution Paul M. White, Registered Land Surveryor No. 1281, Arkansas # 2054 CERTIFICATE OF PRELIMINARY 10 88'0$� - - f 1826'G ENGINEERING ACCURACY S87'po 10 E_ - 773.79 - -- -- '� -- - -- I, Timothy E. Daters, hereby certify t4 mt,p_ AGIS MO MENT flm452, Drainage &Utility Esmt_- j /�' \ that play correctly represents a NsaoB'oYw i2o.53' plat ma g / let made b me, and that engineering ineerin son. sewer I' E 10requirements of the Little Rock 25' 1 Book 13 BLDG S ACK wer Fn8� t, o �t23o0 i�.3o^�Ce►- Subdivision Rules and Regulations have 4agi1 f- LC3a. rim 52 have been compiled with. FQo `•., \ N88 08'02"W 1182.48' \i,` `}il fl-0 2 Date of Execution Timothy E. Daters Registered Professional Engineer No. 5033, Arkansas l I'll I EALE�SKIP SS ��DD. 9 ri o� Gc BUSI.NE \ \ \ 1 I I a C' ` NA CERTIFICATE OF PRELIMINARY PLAT APPROVAL LOT ZONED - f I j s6° I All requirements of the Little Rock 15" (l Subdivision Rules and Regulations i ll I relative to the preparation and submittal of a preliminary plat having been fulfilled, approval of this plat is hereby granted, subject to further I DEVELOPER TO DEDICATE 25 ROW provision of said Rules and Regulations FROM EXIST STREET CENTERLINE This certificate shall expire. OF ATKINS STREET. j Date of Execution Planning Administrator LOT 1 18D. I DEVELOPER TO CONSTRUCT 1/2 OWNER OR DEVELOPER } „ ,10 STREET IMPROVEMENTS ON ATKINS STREET AS REQUIRED BY MASTER s� \ I� PCV STREET PLAN. o I ONE a', O Z n' I � 6 I L0 T' 5' UTILITY & SWLK. ESMT. - -� STARMAX PROPERTIES, L.P. I I Date of Execution by STARMAX PROPERTIES, LLC, \ \ I general partner l w I \ I I Il I11= '� 3801 Woodland Hieghts Rd. RIGHT-OF-Wi Suite 125 DEDICATED IS PLAT Little Rock, AR 72221-2837 �lll l' Source of Tile D.R. Page Instrument No. 2000048381 11 \ GENERAL NOTES: v� ��ll III I c 1. 1/2" IRON PINS WERE SET AT ALL LOT CORNERS \ I 2. ALL EASEMENTS SHOWN = _ = ARE TO BE USED i j X sr as 0-457.13 I FOR DRAINAGE AND/OR UTILITIES. 3. LOTS WITH ROUNDED CORNERS ARE it MEASURED TO A POINT OF INTERSECTION •, * I I OF LOT LINES AND NOT POINTS ON A �,� Ali N89'04'39N�_ I i l CURVE. 183.62' 4. DISTANCES SHOWN ALONG CURVES ARE o I1�; ,'_ I CHORD DISTANCES. S89404 0 E g w I 5. ERROR OF CLOSURE: EXCEEDS 1:50,000 ` S8TO4 03" E �.• 103.78' �� � ,, Malekin Street (closed) 198.23' � � � ' � "1 � I I 6. NO PORTION OF THIS PROPERTY IS LOCATED WITHIN THE 100 YEAR FLOOD _ BOUNDARY AS SHOWN ON THE FLOODWAY, FLOOD BOUNDARY AND FLOOD --'`• -- =. SAa'a6'n3"�- : s. ' I INSURANCE WORK MAP FOR PULASKI COUNTY, ARKANSAS. linage &Utility Esmt. -- fl -458. nw m w -� ' d nm.53 192.70' I 7 AREA LOT 21- 68,612 SQ. FT. _�--- J ?N /, o _� LOT- 128,644 SQ. FT. N89'o7.03`E -Y- a r %' �- I R/W DED. - 7938 SQ. FT. 105,27' i Vi �S f4oppING CD„ ZONE D i f i I J --------------- / I U end 8" water maip�O � 11 Z O��� rli1� iIf i / U is Ln I I , mil! �47 0 00 1 1 I11 1 a I5 i�lll,rl II RIGHT-OF-WAY f TO 'iE DEDICA D 4 i light \ pole LLI 00 ff f N88'58'1W ®CD - - - 72, 63' 1F a e.2 - - - - - - )VOLarrk_{ _- L approx location 8" water main _ - � _ _ - fl 3 Lorene Avenue ( closed) 298.71' an.fo nm .80 - _ - fl-473.80 W_. sewee Y LEGAL DESCRIPTION i 77/ PAGIS MONUMENT PART OF LOT 16 AND 17, HILLVALE ADDITION TO THE CITY OF LITTLE ROCK, AND PART OF CLOSED MALEKIN STREET AND LORENA AVENUE, ALL IN PULASKI COUNTY, ARKANSAS MORE PARTICULARLY DESCRIBED AS: BEGINNING AT THE SOUTHEAST CORNER OF LOT 17, SAID HILLVALE ADDITION; THENCE S00'11'14"E, 19.71 FT. TO A POINT ON THE CENTERLINE OF CLOSED LORENA AVENUE; THENCE N89'00'52"W ALONG SAID CENTERLINE, 298.71 FT.; THENCE N00'51'08"E, 19.95 FT. TO POINT ON THE NORTH RIGHT-OF-WAY LINE OF SAID LORENA AVENUE; THENCE N88'58'11"W ALONG SAID NORTH RIGHT-OF-WAY LINE 72.63 FT.; THENCE N01'33'20"E, 184.82 FT.; THENCE S89'02'26"E, 48.02 FT.; THENCE N01'30'09"E, 185.03 FT. TO A POINT ON THE CENTERLINE OF MALEKIN STREET; THENCE S89'04'03"E ALONG SAID CENTERLINE, 103.78 FT.; THENCE N00'11'37'W, 352.16 FT. TO A POINT ON SOUTH RIGHT-OF-WAY LINE OF WEST MARKHAM STREET; THENCE S88'08'02"E ALONG SAID SOUTH RIGHT-OF-WAY LINE, 208.22 FT. TO A POINT ON THE WEST RIGHT-OF-WAY LINE OF ATKINS ROAD; THENCE S00'11'14"E ALONG SAID WEST RIGHT-OF-WAY LINE, 719.30 FT. TO THE THE POINT OF BEGINNING, CONTAINING 205,194 SQ. FT. OR 4,7106 ACRES MORE OR LESS. Public Works Notes: 1. NPDES and grading permits are required prior to construction. 2. Stormwater detention ordinance applies to this property. 3. Plans of all work in right-of-way shall be submitted for approval prior to start of work. 4. Provide striping and signage plans as per ordinance for 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. 7. Average Lot Slope = 5% 8 . All private streets shall conform to Public Street Standards and be submitted for design approval. 9. Easements for proposed stormwater detention facilities are required. 10. A grading permit per secs. 29-186(c) and (d) will be required with a building permit. I General Notes: I 1. Owner & Developer: J Stormax Properties, LP 1s.o 3801 Woodland Heights Road Little Rock, Ar 72221 i Source of Title: 2000048381 2. Linear feet of Internal Streets: 0 Lf ` 3. Average Size of Lot: Varies 4. Number of Lots: 2 Lots I I 5. Applicable existing covenants: None 1 6. Source of Water Supply: LRMWW 7. Source of Wasterwater Disposal: LRWWU 8. Variances: As approved with PCD i 9. Floodwoy / Floodplain: N/A I I 10. Municipal Boundaries: Inside Corporate City Limits 11. Phasing Plan: N/A i I bs1�`'vn9 PRELIMINARY PLAT OF of Lli LOTS 7 & 2 i PARK WErST CO 1MONS goal aa'x44' map mmhh LITTLE ROCK, ARKANSAS fl-47 t g ' 73 �71n rrm-477 �Il6�e fl-4es.e� BEING PART OF LOTS 16 AND 17, HILLVALE ADDITION AND PART OF MALEKIN STREET AND LORNENA AVENUE (CLOSED) LITTLE ROCK, PULASKI COUNTY, ARKANSAS © VV 1r21111! !L" -,PA 11 LGR6y dEr 17i230 11A /1 EAJ19 DY0. CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING 0 401 VICTORY STREET LITTLE ROCK, ARKANSAS 72201 Job Number: 00-0601 81e0 001 L0:9V:VT 5d 1C0 PaM 13dd\9110­I\31VA7IH\000Z\ W