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Home My WebLink AboutS-0057-DD Map 7SET 1/2"X24-REBAR & CAP AT 25' OFFSET FROM CORNER ARKANSAS RIVER - S25'25'28"E 498.55' 14 ---EDGE- OF RIVER ----- - - -_ - - - / ( nuB & TACK -- _ 233 232 -- � f\ J� J -- - --.. S19'S7'29 E„--EDGE - OF RIV 2,1,CP 13 t�_32 214.p8'------------- -� ------ 233 234 � /_ SET 1/2-X24' REBAR & CAP RAILROAD SPIKE _ -----235 „ S24'31'54E- ------------------.AT 50' OFFSET FROM CORNER -------------------- LINE _ ALONG TOE OF LEVEE STRUCTURE- 0 240-------------- 281 69' w -0 +---^-_ --- ----- -^----'------ ------- o � �� 7 STAIRS W E__ �� -----' STEEL PLATFORM - '----245-------------- A r0-------^--- ED Z OF�1 i---------- -___ EP F� Z W W _------------ --------------- ---- -----------`� -------_ --- - ti45----------- �� A 2 � i ff___CONC-^___ WALK ON LUCK _0, ------------- 250--------- " -W------------------------------------------------------------------------250-- / \�- -------- = �., -- - --_ .N- 5� 2 �_ > / F ^-------------------------------- - -, ---------------255 i 1 E --------- — _ cc v -------- --P9�PPS��N -___ E� ---------------------- ____--__- �/ p0' % 0 Ti 3 cc 0 I� v, -----------------------260-------------- 261 ------------- 6 ON �- c k_2. - Jl _�` ED 0 r� CP 11 262 HUB & TACK 283 -_-_-- S? - ---- 281 --^ ---260--------"-- GON �� __ ------ ` V 01 CI U -, FD 1/2" REBAR - - - - - -----TOP 0 LEVEE ------------.---- 282 / � N \2 281 _Z 8 281 ----_-- --------- - - - - 70P / 262 -� f /283 t HU81 SHEET PILING Q OE 262 OF LEVEE - - Z_ - - & TACK -_---- fat ----------260-------- PREPPSE� -------- �I 261 _ ------- - - - - - - - - 25 LONG X 1 WIDE - -E�`------- -�- ------------------ - �60--------------------_- 262 71 PV��PC � �P SWMH 1238 TOP ELEV. 252.812 15' UTILITY EASEMENT w 263--n --- �w � rn ED. 1 /2" REBAR PINT OF BEGINNING S68'02'477 - 3_TO STREET CL � z w w W WILLJ Z A3y a H( W Li z LJ ED Q Or Of O U i 0 U ELI It !� U') L0 d O E0 r` M Z - - - - - LEVEE EASEMENT - - - - - - 6" CONC CURB & GUTTER r15 15' UTILITY EASEMENT PROPERTY UNE AT LAND SIDE EDGE OF WALL J _-50' SANITARY - SEWER - ---- - - -- �V r1_ - EASEMENT - - .. 8.5>_ MARINA WALL - N74'34'26"W \ 10.05' N19'4520"W 4376.04' GRAPHIC SCALE u rn AO ( IN FEET ) 1 inch = 30 ft. 0 / SFCT,oN N ?e 29 A� PROPERTY LINE AT LAND Ny4 k�' SIDE EDGE OF WALL MARINA WALL CONCRETE BLOCK LOCK CONTROL BUILDING CROSSES LINE AS SHOWN ED 1/2" REBAR 11.30' ALONG LINE FROM CORNER MH 1097 TOP ELEV. 254.18 MH 1102 TOP ELEV. 254.12 MH 1103 TOP ELEV. 254.10 VICINITY MAP SCALE I'-2000'3 car a r.F IK DIATIAANR! LEGEND ASURVEY CONTROL MONUMENT (TYPE AS NOTED) ELEVATION BENCHMARK OR LOCATION OF BUILDING FLOOR ELEVATION • FOUND SURVEY BOUNDARY MARKER (TYPE AS NOTED) O SET 1/2- A 24' REBAR (UNLESS OTHERWISE HOMO) STORM DRAIN GRATE ® STORM WATER MANHOLE O SANITARY SEVER MANHOLE DIRECTION OF DRAINAGE FLOW EPEDO ELECTRIC PEDESTAL TPEDD TELEPHONE PEDESTAL YY FIRE HYDRANT L�VVJJ TREE (TYPE AS NOTED) cum LINE ucE— -- --UOE— OUINED_ELECTMC UNE -- - GAS- - -- - -GAS— --- GAi UN[ "N"I -W- _ - _ WATER LINE ------ UGTEL------------- UGTEL --_--_ BURIED TELEPHONE LINE =__= STORE WATER UNE _ _ _ - SANITARY SEVER LINE PROPERTY LINE — — RIGHT OF WAY UNE - - - - BUILDING SETBACK UNIT - — — — — — — — — — - EASEMENT UNE - - - - -- DUCT OR STREAM UNE SWBT CO. Easement Approved Easement Required Date-_/_ Z G -i STATE PLANE CERTIFICATE OF OWNER COORDINATE N 159.771.75 SCHEMATIC N 159,321.00 We, the undersigned, owners Of the real estate shown and described herein, do hereby E 1,220,641.97 E 1,220,854.98 certify that we have laid off, platted and subdivided, and do hereby lay off, plat and subdivide said real estate in accordance with this plat. NOTE: DIRECTIONS SHOWN ON THE MAIJPLAT Signed, ARE ROTATED TO FIT THE RECORD PLATNOTED IN THE DESCRIPTION AND WALL NN 159,719.41 MATCH INVERSES BETWEEN THE COORDIE 1,220,516.60 SHOWN. Date of Execution THESE COORDINATES ARE BASED ON TIEPAGIS POINT 2019 AT THE INTERSECTIO Name RIVERFRONT DR. AND RIVERBEND RD. 159,247.32 Address 1,220,648.46 N 159,402.87 E 1,22C 1.487 N 159,425.27 E 1.220.397.91 N 159.362.21 N 159,516.01 E 1,220,400.54 E 1,220,270.28 N 159,384.62 E 1,220,368.93 N 159,590.09 N 159,462.69 E 1,220,206.86 E 1,220,232.49 N 159,465.39 E 1,220,222.81 /Vol . 4s a 4� F 4 �0' POINT OF COMMENCEMENT SOUTHEAST CORNER OF NW1/4 OF SW1/4 OF SECTION 33 T-2-N, R-12-W (COMMOENRECORD PLATS) COMMENCEMENT POINT FOR ADJACENT Source of 1 itle: Deed Record Book _ or Instrument Number CERTIFICATE OF FINAL APPROVAL Pursuant to the Little Rock Subdivision Rules and Regulations, and all of the conditions of approval having been completed, this document is hereby accepted. This certificate is hereby executed under the authority of said rules and regulations. Signed, Name. Little Rock Planning Commission SURVEY DESCRIPTION A PART OF THE SOUTHWEST ONE QUARTER OF THE SOUTHWEST ONE QUARTER (SW1/4 SW1/4) OF SECTION 28 AND THE SOUTHEAST ONE QUARTER OF THE SOUTHEAST ONE QUARTER (SE1/4 SE1/4) OF SECTION 29. TOWNSHIP TWO NORTH, RANGE TWELVE WEST (T-2-N R-12-W), PULASKI COUNTY ARKANSAS; MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEAST CORNER OF THE NW1/4 SW1/4 OF SECTION 33, T-2-N R-12-W (SAID CORNER BEING THE COMMON POINT OF COMMENCEMENT FOR TRACTS WITHIN THE RIVERDALE ADDITION TO THE CITY OF LITTLE ROCK); THENCE N01'35'41"E 464.00' TO A POINT ON THE SOUTH LINE OF THE RIVERDALE ADDITION TO THE CITY OF LITTLE ROCK, ARKANSAS; THENCE ALONG SAID SOUTH LINE N88'42'19"W 483.19' TO A POINT ON THE CENTERLINE OF RIVERFRONT DRIVE; THENCE LEAVING THE SOUTH LINE ALONG THE CENTERLINE N19'45'20"W 4376.04' TO A POINT ON THE CENTERLINE OF MORGAN KEEGAN DRIVE; THENCE LEAVING RIVERFRONT DRIVE ALONG THE CENTERLINE OF MORGAN KEEGAN DRIVE N70'15'33"E 364.54' TO A FOUND 1/2- REBAR AT THE SOUTHWEST CORNER OF RIVERDALE ADDITION TRACT RH-2A FOR THE POINT OF BEGINNING FOR THIS SITE; THENCE LEAVING MORGAN KEEGAN DRIVE ALONG THE SOUTH LINE OF TRACT RH-2A N67'12'30"E 335.65' TO A FOUND 1/2" REBAR AT THE TOP OF THE ARKANSAS RIVER LEVEE; THENCE CONTINUING ALONG THE SOUTH LINE OF RH-2A N67'12'30"E 135.86' TO A POINT, PASSING AT 110.86' A SET 1/2" REBAR MARKING A 25' OFFSET TO THE CORNER; THENCE LEAVING THE SOUTH LINE OF LOT RH-2A S25'25'28"E 498.55' TO A POINT ON THE NORTH LINE OF RIVERDALE HARBOR; THENCE S70'14'06"W 219.27' ALONG THE NORTH LINE OF RIVERDALE HARBOR, PASSING AT 50.00' A SET 1/2" REBAR MARKING A 50' OFFSET TO THE CORNER, TO A POINT AT THE LANDSIDE EDGE OF AN 8.5" CONCRETE MARINA WALL, SAID POINT BEING S70'14'06"W 11,30' PAST A FOUND 1/2" REBAR ON LINE WHICH MARKS THE NORTH AND WEST LINES OF RIVERDALE HARBOR; THENCE FOLLOWING ALONG THE LANDSIDE EDGE OF THE MARINA WALL THE FOLLOWING COURSES AND DISTANCES TO ANGLE POINTS IN THE WALL: N54'44'40"W 268.60'; S35'18'43"W 49.90'; N54'47'32"W 38.75'; N35'21'14"E 49.92'; N54'43'04"W 156.60'; S35'11'33"W 65.35'; THENCE LEAVING THE LANDSIDE EDGE OF THE MARINA WALL N74'34'26"W 10.05' TO A FOUND 1/2" REBAR ON THE WEST LINE OF RIVERDALE HARBOR; THENCE N07'25'13"W 125.72' TO THE POINT OF BEGINNING, ENCLOSING AN AREA OF 4.136 ACRES, MORE OR LESS. SURVEYOR'S NOTES: ELEVATIONS ARE BASED ON PAGIS MONUMENT p2019 WITH A PUBLISHED ELEVATION OF 251.71% BEARINGS ARE BASED ON A RIVERDALE HARBOR LOT RH-2A, DATED SEPTEMBER 29, 1993, RECORDED IN PLAT BOOK D, PAGE 848. CONTOUR INTERVAL = 1 FOOT. FIELD WORK FOR THIS SURVEY WAS COMPLETED JULY 7 TO JULY 9, 1997 NO STATEMENT IS MADE CONCERNING SUBSURFACE CONDITIONS. BURIED UTILITIES AND SUBSURFACE STRUCTURES WERE NEITHER RESEARCHED NOR LOCATED FOR THIS PROJECT AND ARE NOT SHOWN ON THIS DRAWING. McCLELLAND CONSULTING ENGINEERS MAKES NO STATEMENT AS TO THE LOCATION NOR EXISTENCE OF ANY SUBSURFACE FEATURES. ANY CONSTRUCTION AT THIS SITE SHOULD ONLY BE DONE AFTER CONTACTING ARKANSAS ONE CALL AT 1-800-482-8998 AT LEAST 48 HOURS PRIOR TO ANY EXCAVATION. FLOOD INFORMATION: EXCEPTING THAT PART OF THE SITE WHICH LAYS ON THE RIVER SIDE OF THE LEVEE WHICH IS IN THE ARKANSAS RIVER FLOODWAY, NO PART OF THIS SITE IS WITHIN A 100 YEAR SPECIAL FLOOD HAZARD AREA AS SHOWN ON A FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA) FLOOD INSURANCE RATE MAP (FIRM) FOR THE CITY OF LITTLE ROCK, ARKANSAS, COMMUNITY PANEL NUMBER 050181 0008 E. DATED NOVEMBER 3. 1993. NO STATEMENT IS MADE AS TO THE EXISTENCE. CORRECTNESS, OR LOCATION, EXCEPT WHERE SHOWN, OF ANY PROPERTY CORNER MONUMENT. ALL EASEMENTS KNOWN TO McCLELLAND CONSULTING ENGINEERS AT THE TIME OF THE SURVEY ARE SHOWN ON THE DRAWING, BUT NO STATEMENT IS MADE AS TO THE COMPLETENESS OF THE EASEMENTS SHOWN. TRACT IS SUBJECT TO EASEMENTS, RESTRICTIVE COVENANTS, SUBDIVISION RESTRICTIONS, AND PLANNING AND ZONING REGULATIONS OF RECORD, IF ANY, AND IS SUBJECT TO SUCH FACTS AS AN ACCURATE AND CURRENT TITLE SEARCH MAY DISCLOSE. THE RECORD LOCATION OF THE LEVEE EASEMENT HAS NOT BEEN VERIFIED. THE LOCATION SHOWN IS BY OFFSETTING FROM THE LINE ON TOP OF THE LEVEE AS SHOWN ON THE DRAWING. SOURCE OF TITLE: PLATS RELATING TO THIS PROPERTY, AS RECORDED WITH THE PULASKI COUNTY CIRCUIT CLERK'S OFFICE: RIVERDALE ADDITION, TRACTS RH-2A & RH-28, PLAT BOOK D. PAGE 848, RIVERDALE ADDITION, TRACTS B-1 & 9-2, PLAT BOOK A, PAGE 173, RIVERDALE ADDITION, TRACT RH-4, DATED 3-15-95. UNRECORDED, PROVIDED BY WHITE-DATERS & ASSOCIATES. PROPERTY OWNER FOR THIS SITE: WINROCK INTERNATIONAL INSTITUTE FOR AGRICULTURAL DEVELOPMENT MARINN BURTON, AGENT 2230 COTTONDALE LANE LITTLE ROCK, AR 72202 ZONING AND SETBACKS: THIS SITE IS PART OF THE RIVERDALE HARBOUR PLANNED UNIT DEVELOPMENT OF FEBRUARY, 1988, AND HAS BEEN APPROVED FOR A NINE -STORY OFFICE BUILDING. SPECIFIC ZONING AND SETBACK REQUIREMENTS ARE NOT SHOWN ON THIS P.U.D. PLAN. ERROR OF CLOSURE: THIS SURVEY MEETS THE STATE OF ARKANSAS MINIMUM STANDARDS FOR ERROR OF CLOSURE IN URBAN SURVEYS OF 1 PART IN 10,000. THIS SURVEY VALID ONLY IF PRINT HAS ORIGINAL SEAL AND SIGNATURE OF THE SURVEYOR PRESENT UPON IT. CERTIFICATE OF SURVEYING ACCURACY 1, Sidney A. Rauch, hereby certify that this plot correctly represents a boundary survey made by me and all monuments shown hereon actually exist and their location, size, type and material ore correctly shown. Signed, Sidney A. Rauch Registered Land Surveyor No. 1300, Arkansas Date of Execution CERTIFICATE OF ENGINEERING ACCURACY 1, James E. McClelland, hereby certify that this plat correctly represents a plot made by me, and that engineering requirements of the Little Rock Subdivision Rules and Regulations hove been complied with. Signed, James E. McClelland Date of Execution Registered Engineer No. 3412, Arkansas CERTIFICATE OF RECORDING This document, number Signed, filed for record in plat book . page _ (Name) Clerk 1-13-98 ADDED PROPOSED BLDG. DCS Little Rock, AR STATE SURVEYOR'S CODE STATE SURVEYOR'S CODE ALTERED PROP LINE & DESC. S v _mu_T7w-n_9A-330-6D 1300 500-02N-12W-0-29-220-60-1300 REVISIONS 900 W. Markham BOUNDARY SURVEY McClelland TRACT RH-4 Consulting — BEING A REPLAT OF PARTS OF Engineers Incorporated TRACT B-1, B-2, & C OF RIVERDALE ADDITION, LITTLE ROCK, ARKANSAS Fayetteville, AR APPROVED SAR DRANK BY DATE 1-14-98 SHEET N0 1 SCALE JOB NO. FIELD BOOK 1810 N.College 1 1"=30' LR97-5914 I SDR33 \97-5914\5914-S1.DWI