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HomeMy WebLinkAboutS-0057-DD Map 5SURVEY DESCRIPTION ti ARKANSAS RIVER — -fill S25'25'28"E SET 1/2-X24-REBAR &CAP AT 25' OFFSET FROM CORNER 498.55' 232 EDGE OF RIVER - _ _ 233 - \ R' njJ ---_- - - 232 S19"57'29"E - - - - _ J RIVER - _ 234 - - - - —EDGE OF 232 CP 13 RAILROAD SPIKE / z 21'� --_�� ---_-- 4.0$ ---- _ 1 ___ _ .w z._- -_--- ----- 233 234 ----------------- -' ----------------- W ---------------- -.240 _---------_ LEVEE STRUCTUR--_ LINE ALONG TOE OF LEVEE E RUCTU� ------ --S24'31'54-E------- -__ _-_____ 281.69' R ofto _ _ - '---245------------- ----------------------------------------------------- P�L6PPE��-------240--------''��'-- - f to '-'--- 6 z ___---__ -----------------------245----------------------------------------�: / Z-- -' fat --__ PFPpSF� CP 14 HUB & TACK SET 1/2-X24" REBAR & CAP AT 50' OFFSET FROM CORNER 7 STAIRS W/ STEEL PLATFORM - 3 F_--------------250---------_d---- --_-_-->--_--� i' CONC WALK ON LOCK LAJ \ ---------•,255"--------------------------------------------------------250--- - tq�- ' Of ........................... OF --- ---- ---------------255------ P `PP __ ,� / P0' o ___----- / \ Rp — _____________________________ (n ------- 261 ------ /5�- —_ HUB & PACK 82 ------ - - _., 'lti i - tp O CID FD 1/2" REBAR 283 --------------- d`' `` N J--------- 261-----------260------ ��- ° �:� G O ` O of -TOP 0 LEVEE p�_ _______-_-__`-- , N' N d --26 262 f- i' 281 _ Z j' / / 262 ---\ 1 D 261 I ------------ ------ / CP 12 SHEET PILING, d P pF��Nt 282 -70P OF LEVEE - - L - -/ HUB &TACK 283 1 25' LONG X 1' WIDE ____________260_____________ NT 26 -- P �P -_- _------_--260----------------- - - - -.--.-- LEVEE EASEMENT --__-_- __--- - -- / - - - - - - - y _T---------------------260-- --' 2.75 ------ I _ LEVEE EASEMENT PER B / // CONCRETE BLOCK LOCK TRANSP. DUMP . - - - - - _ - - OOK 1314, PAGE 197 2. CONTROL BUILDING b - - - / CROSSES LINE AS SHOWN I a - -- --255-_------- c -� o \ GIGO OXyM `��� FD 1/2- REBAR 11.30' ALONG LINE FROM CORNER - 25`----- - �OCq `-- % z54 P\- 1=` a a N - I � -- - 0 I O LLJ o - 0. n (0 - t0! _ 2 Q a1W � Z � 00 W ul JO ro Lu < Y 0 O] Q Y 0a �CL SWMH 1238 TOP ELEV. 252.82 15' UTILITY EASEMENT - _ - - _ (3)T ANSF �. Q 2�2 -Hi y� -- - - - - - - - - - -- ° W - - -- 0 Po\�S FD. 1/2- REBAR yp P NT OF BEGINNING S6802'47�W - - - - - 3' TO STREET CL ------ CE Z z Iw 25 W WW Q z A�LI' 4 Z l W T Z ' <� � Z E � 4f U' W (ry rr U W j0 U ' z 0 U LA.1 �o to TO O M �_ 168' 2g n0 a N OF S LOCATION OF PROPOSED BUILDING, FCT/ DRIVE, AND WALK LINES, AND PROPOSED ON DIMENSIONS ARE BASED ON THE ACXIOM PLAZA SITE PLAN PROVIDED Go BY POLK- STANLEY- YEARY ARCHITECTS �6 Y '19® 54 ELM lea $ �C G P P �L> `q�� ` 1 v\O' �!L OS CURB 4. s' Ts+ PNosGPQE 1124 TOP EV. 254.67 - - - - -- �'y�--._---- ER PADS % N r1�N 15' UTILITY EASEMENT -O-t T- - - - - - - - - - - - PROPERTY LINE AT LAND 1I SIDE EDGE OF WALL �� J I rg N -- '-� --u-- Jl_--50' SANITARY - 1� J u' --- SEWER __------ l r' 42"SAN. SEWER FORCE S EASEMENT - - - - MAIN - LOCATION f PER RECORD OtS 4"A L), 10' UTILITY EASEMENT - , - - - - - - - 8.5" MARINA WALL l Np;_-­1 "w--------- �25•�2, N74'3426"W 10.05' FD. 1/2- REBAR 6" CONC CURB & GUTTER N19'45'20"W — -- 4376.04' GRAPHIC SCALE ( IN FEET ) 1 incb - 30 fL MARINA WALL N 159,771.75 E 1,220,641.97- fP9" 130 4 pPO�'E P��NP E NoS� "° 613 SECT/0 H ?9 PROPERTY LINE AT LAND �- MH 1097 TOP ELEV. 254.18 MH 1102 TOP ELEV. 254.12 MH 1103 TOP ELEV. 254.10 SIDE EDGE OF WALL THIS PR^J7CT r e, STATE PLANE COORDINATE SCHEMATIC NOTE: DIRECTIONS SHOWN ON THE MAIN PLAT ARE ROTATED TO FIT THE RECORD PLAT AS NOTED IN THE DESCRIPTION AND WALL NOT N 159,719.41 MATCH INVERSES BETWEEN THE COORDINATES E 1,220,516.60 SHOWN, THESE COORDINATES ARE BASED ON TIES TO PAGIS POINT 2019 AT THE INTERSECTION OF RIVERFRONT DR. AND RIVERBEND RD. N 159,402.87 E 1,220,429.487 N 159,425.27 / E 1,220,397.91 N 159,382.21 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 159,46&39 E 1,220,222.81 3 o, A101. 3s 47 F 40 0� POINT OF COMMENCEMENT 2 SOUTHEAST CORNER OF NWI/4 OF SWI/4 OF SECTION 33 T-2-N, R-12-W I (COMMON COMMENCEMENT POINT FOR ADJACENT RECORD PLATS) VICIERTY MAP ScAL.E T'-Y0004 t P m w WAOIMIIYl LEGEND SURVEY CONTROL MONUMENT (TYPE AS NOTED) ELEVATION BENCHMARK OR LOCATION Of BUILDING FLOOR ELEVATION FOUND SURVEY BOUNDARY MARKER (TYPE AS NOTED) O SET 1/2- x 24- REBAR (UNLESS OTHERWISE NOTED) STORM DRMN MATE ® STORM WATER MANHOLE © SANITARY SEWER MANHOLE � DIRECTION OF DRAINAGE ROW EPEDO ELECTRIC PEDESTAL TPEO0 TELEPHONE PEDESTAL Y'I FIRE HYDRANT V TREE (TYPE AS NOTED) CURB LINE LR'i- -- -UGE-- BURIED ELECTRIC LINE - -OAS- - - -- -OAS-- - OAS LIE - --- W _ W - - "'ER LINE -_ -_________UCH ____- BURIED TELEPHONE LINE - - - - - •_ - - - - - STORM WATER LINE ___ __ _- SANTARY SEWER LINE PROPERTY LINE - - RIGHT OF WAY LINE - - - BUILDING SETBACK LINE - - - - - - - - - - - EASEMENT LINE - - - - - DITCH OR STREAM LINE CERTIFICATE OF OWNER N 159,321.00 E 1,220,854.98 We, the undersigned, owners of the real estate shown and described herein, do hereby certify that we have laid off, platted and subdivided, and do hereby lay off, plat and subdivide said real estate in accordance with this plot. Signed, — Date of Execution Name N 159,247.32 Address E 1,220,648.46 Source of Title: Deed Record Book _ or Instrument Number A PART OF THE SOUTHWEST ONE QUARTER OF THE SOUTHWEST ONE QUARTER (SWI/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 NWt/4 SWt/4 OF SECTION 33, T-2-N R-12-W (SAID CORNER BEING THE COMMON POINT OF COMMENCEMENT FOR TRACIS '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 N19'4520"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�5'33"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' OFF -SET TO THE CORNER, TO A POINT AT THE LANDSIDE EDGE OF AN 8.5" CONCRETE MARINA WALL, SAID POINT BEING S70'14'060W 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 25&60'; S35'18'43"W 49.90'; N54'47'32"W 38.75'; N35'21'14"E 49.92'; N54'43'G4"W 156.60% S3591'33"W 65.35'; THENCE LEAVING THE LANDSIDE EDGE OF THE MARINA WALL N74'3426'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 ,y2Q19 WITH A PUBLISHED ELEVATION OF 251.71'; BEARINGS ARE BASED ON A RIVERDALE 14ARBOR 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 1-900-482-8998 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-2B. PLAT BOOK D, PAGE 848, RIVERDALE ADDITION, TRACTS B-1 & 8-2, PLAT BOOK A, PACE 173. RIVERDALE ADDITION, TRACT RH-4, DATED 3-15-95, UNRECORDED, PROVIDED BY WHIT€. -DATER(: & ASSOCIATES. PROPERTY OWNER FOR THIS SITE: WINROCK INTERNATIONAL INSTITUTE FOR AGRICULTURAL DEVELOPMENT MARION 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 I. 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 are correctly shown. Signed, Sidney A. Rauch Date of Execution Registered Land Surveyor No. 1300, Arkansas 1 �� OCtri CERTIFICATE OF ENGINEERING ACCURACY LITrII a�ggeqP�?;g, �1 � F°� WORKS I, James E. McClelland, hereby certify that this plat correctly represents o plot made C` Lf �3 G7 6''AL �1 '% r ? 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 _. GAT: - /� _-% - Registered Engineer No. 3412, Arkansas Py CERTIFICATE OF FINAL APPROVAL Page Pursuant to the Little Rock Subdivision Rules and Regulations, and all of the CERTIFICATE OF RECORDING conditions of approval having been completed, this document Is hereby accepted. This This document, number certificate is hereby executed under the authority of said rules and regulations. '- Signed, Signed, Little Rock Planning Commission — (Name) -------- i�7•)V�YlH1f•'��711t�1�i1�1►:aJa/ STATE SURVEYOR'S CODE STATE SURVEYOR'S CODE 1-13-98 ADDED PROPOSED BLDG, DCS Little Rock, AR ALTERED PROP LINE & DESC. 500-02N-12w-0-28-330--6G-1-S00 500-02N-12W-0-29-220-60-1300 REVISIONS 900 W. Markham filed for record in plot book page -- - - Y" Clerk 11 BOUNDARY SURVEY McClellond 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 DRAWN BY DATE 1-14-98 SHEET NO. 1810 N.CollegeVIM 1 SCALE 0' NO. LR97-5914 BOOK SDR33 \97-5914\5914-StQWG