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Home My WebLink AboutZ-6278 Map 3CERTIFICATE OF PRELIMINARY SURVEYING ACCURACY I, LEE D. KENDRICK, HEREBY CERTIFY THAT THIS PLAT CORRECTLY REPRESENTS A BOUNDARY SURVEY MADE OR VERIFIED BY ME THAT ALL SURVEYING REQUIREMENTS OF THE STATE OF ARKANSAS AND CITY OF LITTLE ROCK SUBDIVISION RULES AND REGULATIONS HAVE BEEN COMPLIED WITH AND FILED FOR RECORD AS REQUIRED. DAT OF EXECU71. LEE D. KENDRICK REGISTERED PROFESSIONAL LAND SURVEYOR NO, 1274 ARKANSAS CERTIFICATE OF PRELIMINARY ENGINEERING ACCURACY I, MARK L. WRIGHT, 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 BEEN COMPLIED WITH. g Z? R DATE OF EXECUTIONM K L. WRIGHT EGISTERED PROFESSIONAL NGINEER NO. 6074 ARKANSAS CERTIFICATE OF PRELIMINARY PLAT APPROVAL ALL REQUIREMENTS OF THE LITTLE ROCK SUBDIVISION RULES AND REGULATIONS RELATIVE TO THE PREPARATION AND SUBMITTAL TO A PRELIMINARY PLAT HAVE BEEN FULFILLED, APPROVAL OF THIS PLAT IS HEREBY GRANTED, SUBJECT TO FURTHER PROVISIONS OF SAID RULES AND REGULATIONS. THIS CERTIFICATE SHALL EXPIRE DATE DATE OF EXECUTION NAME, LITTLE ROCK PLANNING COMMISSION CHENAL PARKWAY R/W INSTRUMENT #88--,32021 � 40.00 ' N 00.23'47' W FOUND CONC. MONUMENT PAGIS 0006-00082 VICINITY MAP G�P� 6 GO��Oa <� J PQ ss S 89'33'08" MONUMENT N 66 43'39" W 129.04' `�� \A.. \\ De Ito os 2x'40" S 89'32' T 64.62 FT 22.59' R 1165.92 FT L 129.11 FT N 56'04'1 2 \ 303.52' De Ito 14'57'28" T 153.06' R 1165'92' TIE TO EXISTING L 304.38' 3 LANE SECTION PROJECT INFORMATION OWNERS AND SOURCES OF TITLE: THE DEVELOPMENT GROUP INC. c/o BELZ-BURROW RETAIL DEVELOPMENT P.O. BOX 974 JONESBORO, ARKANSAS 72401 INSTRUMENT M: 95-25599 RONNIE SESSIONS, et al 9606 DALROCK ROAD ROLETT, TEXAS 75088 BOOK 740 PAGE 645 DEVELOPER: MOODY RAMBIN INTERESTS, INC. 6100 HILLCROFT, SUITE 600 HOUSTON, TEXAS 77081-1006 LAND AREA: ±5.930 ACRES (NET) NUMBER OF LOTS: 2 EXISTING COVENANTS: BILL OF ASSURANCE FOR MONTECLAIR HTS. SUB. PHASE II D.R. BOOK 664, PAGE 237-243 CURRENT ZONING: R-2, SINGLE FAMILY RESIDENTIAL PROPOSED ZONING: P C D, PLANNED COMMERCIAL DEVELOPMENT PROPOSED USES: COMMERCIAL AND OFFICE DEVELOPMENT SOURCE OF WATER: LITTLE ROCK MUNICIPLE WATER WORKS SOURCE OF SEWER: LLITTLE ROCK WASTEWATER UTILITY PROPOSED UTLITY LOCATIONS SHOWN ON P C D SITE PLAN, ELSIE SMITH R - 2 wo , P RI r 6215.10' LEGEND IF TRACT 1 PROPERTY DEaQRIPTION °XISTING EDGE - (,' OR FOUND 1/2" REaAR O FOUND IRON PIN O SET IRON PIN 1/2" REBAR P1 WATER VALVE Ell WATER METER -1 Op A40 F5 FIRE HYDRANT "`-"--'---] ELECTRIC METER ------ -- - POWER POLE W/ OH ELECTRIC '-UCF�---,--� LIGHT POLE W/ UG ELECTRIC ----•-�---- SAN SEWER MANHOLE ---# X----- FENCE OR BARACADE O UTILITY WARNING SIGN C RIP RAP EROSION CONTROL __._----- uGT UG TELEPHONE _.------- -----FOT- UG FIBER OPTIC TELEPHONE ow0C) STORM DRAIN MH -----iI GAS METER CHENAL PARKWAY R/W INSTRUMENT #88--,32021 � 40.00 ' N 00.23'47' W FOUND CONC. MONUMENT PAGIS 0006-00082 VICINITY MAP G�P� 6 GO��Oa <� J PQ ss S 89'33'08" MONUMENT N 66 43'39" W 129.04' `�� \A.. \\ De Ito os 2x'40" S 89'32' T 64.62 FT 22.59' R 1165.92 FT L 129.11 FT N 56'04'1 2 \ 303.52' De Ito 14'57'28" T 153.06' R 1165'92' TIE TO EXISTING L 304.38' 3 LANE SECTION PROJECT INFORMATION OWNERS AND SOURCES OF TITLE: THE DEVELOPMENT GROUP INC. c/o BELZ-BURROW RETAIL DEVELOPMENT P.O. BOX 974 JONESBORO, ARKANSAS 72401 INSTRUMENT M: 95-25599 RONNIE SESSIONS, et al 9606 DALROCK ROAD ROLETT, TEXAS 75088 BOOK 740 PAGE 645 DEVELOPER: MOODY RAMBIN INTERESTS, INC. 6100 HILLCROFT, SUITE 600 HOUSTON, TEXAS 77081-1006 LAND AREA: ±5.930 ACRES (NET) NUMBER OF LOTS: 2 EXISTING COVENANTS: BILL OF ASSURANCE FOR MONTECLAIR HTS. SUB. PHASE II D.R. BOOK 664, PAGE 237-243 CURRENT ZONING: R-2, SINGLE FAMILY RESIDENTIAL PROPOSED ZONING: P C D, PLANNED COMMERCIAL DEVELOPMENT PROPOSED USES: COMMERCIAL AND OFFICE DEVELOPMENT SOURCE OF WATER: LITTLE ROCK MUNICIPLE WATER WORKS SOURCE OF SEWER: LLITTLE ROCK WASTEWATER UTILITY PROPOSED UTLITY LOCATIONS SHOWN ON P C D SITE PLAN, ELSIE SMITH R - 2 wo , P RI r 6215.10' N 00'21'31" W I S 89'31'49" --E 25.01' �- N 00'21'31" W I S 89031'49" E 25.01' N 89'23'37' W 14.19' o� MEAL P.O,B, TO, BLDG. I I- A '• r ) PRO�SED INLET r i r & DRIINAGE LING v'. N 9'31'49" --` UGT O H. PCAA a -J GCAT=D-/ BEFORE. FINAL CONSTRIJC-Tt0N-- \ POSITON MAY VARY - d S 89,31'49 E- 9.171 EXISTING RETAIL RUILDwr, -G P�o� TRACT 1 PROPERTY DEaQRIPTION °XISTING EDGE ,,- (,' OR FOUND 1/2" REaAR N 00'21'31" W I S 89'31'49" --E 25.01' �- N 00'21'31" W I S 89031'49" E 25.01' N 89'23'37' W 14.19' o� MEAL P.O,B, TO, BLDG. I I- A '• r ) PRO�SED INLET r i r & DRIINAGE LING v'. N 9'31'49" --` UGT O H. PCAA a -J GCAT=D-/ BEFORE. FINAL CONSTRIJC-Tt0N-- \ POSITON MAY VARY - d S 89,31'49 E- 9.171 EXISTING RETAIL RUILDwr, S 89023'20" E 19.98' - SSV1N TOP 417.02 FL 403.41 -END STREET WIDENING -EXISTING 8" SEWER MAIN -EXISTING EDGE OF PAVEMENT EXISTING 6" WATER MAIN HALF -STREET WIDENING FOR 36' TOTAL WIDTH WITH 5' SIDEWALK RIGHT -OF -WAV SHOWN INCLUDES 1/2 STREET DEDICATION FOR 60' TOTAL WIDTH, Yr' TOP 44R...59 L ?.30.07 TRACT 1 PROPERTY DEaQRIPTION °XISTING EDGE ALHAMBRA DRIVE R/W (,' OR FOUND 1/2" REaAR RIGHT -OF -WAV SHOWN TO SET CONC. MONUMENT DEED BOOK 644, PAGE 287 CLOSED ORDINANCE N0. 16,892 N 56023'2LJ,', W CHENAL VILLAGE ADDITION 00 A part of the S1/2 of the N1/2 of the NE1/4 of the 511/4 of Section =, T -1-N, R -13-W, -1 Op A40 F5 FL=43 329.61' 'l a - CURB & GUTTER j Del t a 01.40' 09" 34.11' I � Commencing at the NE Comer, of the NE 1/4 of, of the 311/4, of said Section I T 16.98 De I to 16 '23 '37" LO11 °" Fouro 1/2 L 5,92 T 166.51' �� \ PROPO�ED PAGIS MONUMENT R 1155.92' f R 1155.92' OF BEGINNING, thence S 89'23'20" E, a distance of 19.98 FF; thence S 00'33'07' E, distance L 330.74 ORD N V45'5 g a of 325.14 FT to a Set Iron Pin; thence N 89'31'49" W, a distance of 323.86 FT to a Set Iron Pin; thence STORMWATER DETENTION CALCULATIONS DECELERATION -TURN LANE PER ORDINANCE .s REOUI EMENTS S 89023'20" E 19.98' - SSV1N TOP 417.02 FL 403.41 -END STREET WIDENING -EXISTING 8" SEWER MAIN -EXISTING EDGE OF PAVEMENT EXISTING 6" WATER MAIN HALF -STREET WIDENING FOR 36' TOTAL WIDTH WITH 5' SIDEWALK RIGHT -OF -WAV SHOWN INCLUDES 1/2 STREET DEDICATION FOR 60' TOTAL WIDTH, Yr' TOP 44R...59 L ?.30.07 TRACT 1 PROPERTY DEaQRIPTION °XISTING EDGE PAGIS ODOB-0100 OF PAVEMENT FOUND 1/2" REaAR RIGHT -OF -WAV SHOWN TO SET CONC. MONUMENT NEW CORNER OF LOT 1 w CHENAL VILLAGE ADDITION 00 A part of the S1/2 of the N1/2 of the NE1/4 of the 511/4 of Section =, T -1-N, R -13-W, -1 Op A40 F5 FL=43 22 TIE TO EXISTING a - CURB & GUTTER j 33.9.. TRACT 1 PROPERTY DEaQRIPTION Q �N RIGHT -OF -WAV SHOWN `y `\ O w 00 A part of the S1/2 of the N1/2 of the NE1/4 of the 511/4 of Section =, T -1-N, R -13-W, it _ , City of Little Rocore k, Pulaski County, Arkansas being m particularly described as follows: a Z j ZZ 34.11' I � Commencing at the NE Comer, of the NE 1/4 of, of the 311/4, of said Section I Jel t a 01' d 4�'.-20' Z)3 w i 23' 22' W, a distance of 20.00 feet to a point; thence 5 00' 33'07" E � \ a W f R 1155.92' OF BEGINNING, thence S 89'23'20" E, a distance of 19.98 FF; thence S 00'33'07' E, distance L 34.12' a of 325.14 FT to a Set Iron Pin; thence N 89'31'49" W, a distance of 323.86 FT to a Set Iron Pin; thence STORMWATER DETENTION CALCULATIONS N 00.21'31" W a distance of 32.00 FT to a Set Iron Pin; thence O N 89'31'49" W a distance of 345.05 FT to a Set Iron Pin en the North AREA OF PROPERTY 6.930 AC. O R.O.W. Chenal Parkway; thence N 61'19'42" W along the North R.O.W. of Chenal PRE -DEVELOPED Q = 14.81 o.f.s. O Parkway a distance of 84.63 F7 to a Set Iron Pin; thence leaving said R.O.W. POSTO 39.49 DEVELOPED O N 00'20'58" W, a distance of 254.66 FT to a Found Iron Pin; thence S 89'33'08" U) 33.9.. TRACT 1 PROPERTY DEaQRIPTION Q �N RIGHT -OF -WAV SHOWN `y `\ INCLUDES 1/2 STREET`• DEDICATION FOR 120' CHORD S 00'21'31" E A part of the S1/2 of the N1/2 of the NE1/4 of the 511/4 of Section =, T -1-N, R -13-W, ,t TOTAL WIDTH. N 4729'20" W -\_ , City of Little Rocore k, Pulaski County, Arkansas being m particularly described as follows: a co 13.08 ZZ 34.11' I G Commencing at the NE Comer, of the NE 1/4 of, of the 311/4, of said Section Jel t a 01' d 4�'.-20' 4; thence S 00'36'55" E a distance of 19.63 FT to a point, thence N 89' w 23' 22' W, a distance of 20.00 feet to a point; thence 5 00' 33'07" E �� T 17.06' a a distance of 325.36 FT to a Set Iron Pin; being the POIhT R 1155.92' OF BEGINNING, thence S 89'23'20" E, a distance of 19.98 FF; thence S 00'33'07' E, distance L 34.12' a of 325.14 FT to a Set Iron Pin; thence N 89'31'49" W, a distance of 323.86 FT to a Set Iron Pin; thence STORMWATER DETENTION CALCULATIONS N 00.21'31" W a distance of 32.00 FT to a Set Iron Pin; thence N 89'31'49" W a distance of 345.05 FT to a Set Iron Pin en the North AREA OF PROPERTY 6.930 AC. R.O.W. Chenal Parkway; thence N 61'19'42" W along the North R.O.W. of Chenal PRE -DEVELOPED Q = 14.81 o.f.s. Parkway a distance of 84.63 F7 to a Set Iron Pin; thence leaving said R.O.W. POSTO 39.49 DEVELOPED N 00'20'58" W, a distance of 254.66 FT to a Found Iron Pin; thence S 89'33'08" REQUIRED STORMWATER DETENTION VOLUME 7464 cu. ft. E a distance of 82.53 FT to a Found Concrete Monument; thence S 89.23137' E, a distance of 639.29 FT to the POINT OF BEGINNING. Containing 227,076 square feet or 5.213 acres more or less. FLOODPLAIN CERTIFICATIO4 TRACT 2 PROP RTY D scRIPTION The Property shown hereon is nct _ oesiT,-.ed 100 Year Flood Pian according to Flood Insurance Rate Map, City of '_' ,e Rax, ulaski County, Arkansas Zone X. Community Panel Number 050181 0006-_. Ma Revised: November 3, '993. IASIS OF BEARINGS Basis of Bearings is as per Pagis as EstaclishK ay Monuments 000E-0081 and 0006-0082. Part of Lots 20, 21 and 27, Montclair Heights Subdivision (Part II), and a part of the platted Right -of -Way for Alhambra Drive, Little Rock, Pulaski County, Arkansas, more particularly described as: BEGINNING at the Northeast corner of said Lot 21; thence S 89'31'49' E, 25.01 feet to the centerline of Alhambra Drive; thence S 00'21'31" E for a distance of 203.07 feet to a point on the Northerly right-of-way line of Chenal Parkway; thence along said Northerly right-of-way line along a curve to the left +++++1,�tr11r+rreatee, having a radius of 1155.92 feet, having an arc distance of 34.12 feet and a chord which bears N 4729'20" W, for a distance of 34.11 feet; thence along a curve to the left having a radius of 1155.92 feet and an arc distance of 4'GPT=pp•-• 330.74 feet to a point on the South right-of-way of Bristol Drive; thence along said South right-of-way line S 89'31'49" E 273.38 feet to the POINT OF BEGINNING, containing 0.616 acres, (26,833 Sq. Ft.) more or less. qt '64pk ii5± 6,i FOUND "X" IN CONIC. r3 4T W 25.00' tn'.0 BRW\97113SP1.DWG DEVELOPMENT CONSULTANTS INCORPORATED 10609 EXECUTIVE CENTER DRIVE I SUITE 210 LITTLE ROCK, ARKANSAS 72211 ENGINEERING PLANNING LAND SURVEYING LANDSCAPE ARCHITECTURE 2-24-97 BY DCI CALE 1" = 40' DRAWN BY : BRW 3/20/97 97-113 PP -1 Z Q �N J x 0 Q Y a co he ZZ I G cc CL w �� a 97-113 PP -1