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Home My WebLink AboutZ-8063 Map 3POINT OF COMMENCEMENT/ NORTHWEST CORNER OF SAID NW 1/4 i i I i i i f i POINT OF BEGINNING • - _ INSET A NOT TO SCALES �9 �1 cSO FOURCHE CREEK N83 Ems= -y 26 '35"" 'i '2 17 9 T-7 h5 N86"4t;'17 E '! 390.62 ,d73�5�6, C FQUY HE � ,-- � ,.` � ��. 205• TRACT T S85'41'29»W CR �� 211 873 SQ X83`28'11 Vd-- u, 301.60' 4. S 9 ----------- L) ;10 RE ; 326. 0 86 AG / 1 Sg 507' / - ---- C�6' 0 t�90 23.10: - 07 26-'- - 9' N7 2.1 •®6 , � _ � � 400.40 �" _-_` �. - >85W28'IN- 135. POINT OF BEGINNII¢T - SEE INSET, Ir" 1 - LT 440 - - -- - -- --- INTEgsTAr( 1U - SURVEYOR'S NOTES: HORIZONTAL COORDINATES, BEARINGS, AND ELEVATIONS FOR THIS PROJECT ARE BASED ON TIES BY TRAVERSE TO THE PULASKI AREA GEOGRAPHIC INFORMATION SYSTEM (PAGIS) MONUMENTS NEARBY. THE CONTOURS, ROAD EDGES, AND DRAINAGE DATA PROVIDED BY PULASKI AREA GEOGRAPHIC INFORMATION SYSTEM (PAGIS) NOT VERIFIED BY MCCLELLAND CONSULTING ENGINEERS, INC. FIELD WORK FOR THIS SURVEY WAS COMPLETED OCTOBER 11,1999 THRU MAY 22, 2000. GRAPHIC SCALE NO STATEMENT IS MADE CONCERNING SUBSURFACE CONDITIONS. ,.0so 100 200 400 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 ( IN FEET) 1-800-482-8998 AT LEAST 48 HOURS PRIOR TO ANY EXCAVATION. 1 inch = 100 ft, FLOOD INFORMATION: NO PART OF. THIS SITE 1S 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, PULASKI COUNTY, ARKANSAS: y� COMMUNITY PANEL NUMBER 05018_ T 001 E DATED NOVEMBER,3 1993. 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 LEGEND 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. SOURCE OF TITLE: DEEDS AND PLATS RELATING TO THIS PROPERTY, USED IN THE DETERMINATION OF BOUNDARY LINES SHOWN HEREON: -- -�- PROPERTY LINE DESCRIPTION OF 13 TRACTS OWNED BY PICRON ,PROPERTY OWNERS, PROVIDED BY CLIENT, RIGHT GF WAY UNE ARKANSAS HIGHWAY AND TRANSPORTATION DEPARTMENT PLAN FOR 1-440, EASEMENT LINE GARVER+GARVER DRAWING FOR LITTLE ROCK PORT AUTHORITY, TITLED "RAILROAD RIGHT OF WAY, REMMEL PROPERTY", UNDATED, --- -- -- mTa M STREAM u+E - „�. KITTLER- DRAWING TITLED -"REPEAT-017 PRATT CATES REMMEL SUBDIVISION", FILED IN PLAT BOOK D. ROAD EDGE PAGE 312 AS INSTRUMENT #91-52519, AND GOVERNMENT LAND OFFICE PLAT OF TOWNSHIP 1 NORTH, RANGE 11 WEST, DATED FEBRUARY, 1857. DIMENSIONS SHOWN IN PARENTHESIS ON THIS PLAT ARE PER THESE RECORD DESCRIPTIONS FOR THE PROPERTY, RECORDED EASEMENTS AND PLATS AS NOTED IN THE PRELP"NARY TITLE COMMITMENT WERE NOT PROVIDED TO McCLELLAND CONSULTING ENGINEERS AND ARE NOT NOTED HEREON. OTHER EASEMENTS AND PLATS WERE NEITHER RESEARCHED NOR LOCATED FOR THIS PROJECT AND ARE NOT SHOWN ON THIS DRAWING. _ ZONING: AS BY THE CITY OF LITTLE ROCK TRACT I IS ZONED R2. ZONE 'R2 HAS A 25' EASEMENT IN THE FRONT AND REAR AND THE SIDES ARE 10% OF LOT SIZE WITH A MAXIMUM OF 8' EASEMENT. NO STATEMENT IS MADE AS TO THE EXISTENCE, CORRECTNESS, OR LOCATION, EXCEPT WHERE SHOWN, OF ANY PROPERTY CORNER MONUMENT. ERROR OF CLOSURE: THIS SURVEY MEETS THE STATE OF ARKANSAS MINIMUM STANDARDS FOR POSITIONAL ERROR 1N URBAN SURVEYS OF 0.10 FEET. - THIS SURVEY VALID ONLY IF PRINT HAS ORIGINAL SEAL AND SIGNATURE OF THE SURVEYOR PRESENT UPON IT. ' THIS SURVEY IS FOR THE USE AND BENEFIT OF PPP GROUP A LLC ` IN CARE OF ' MITCHELL LAW FIRM AVE425 W CAPITOL / ---�'• ' / SUITE 1800 �\ LITTLE ROCK, A^ O1 PHONE 501-688-880 • - _ INSET A NOT TO SCALES �9 �1 cSO FOURCHE CREEK N83 Ems= -y 26 '35"" 'i '2 17 9 T-7 h5 N86"4t;'17 E '! 390.62 ,d73�5�6, C FQUY HE � ,-- � ,.` � ��. 205• TRACT T S85'41'29»W CR �� 211 873 SQ X83`28'11 Vd-- u, 301.60' 4. S 9 ----------- L) ;10 RE ; 326. 0 86 AG / 1 Sg 507' / - ---- C�6' 0 t�90 23.10: - 07 26-'- - 9' N7 2.1 •®6 , � _ � � 400.40 �" _-_` �. - >85W28'IN- 135. POINT OF BEGINNII¢T - SEE INSET, Ir" 1 - LT 440 - - -- - -- --- INTEgsTAr( 1U - PROPERTY DESCRIPTION TRACT I PART OFTHE NW 1/4, SECTION 17, TOWNSHIP 1 NORTH, RANGE 11 WEST, WHICH LIES NORTH OF INTERSTATE 440 AND WEST OF LINDSEY ROAD IN THE CITHY OF LITTLE ROCK IN PULASKI COUNTY, ARKANSAS MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHWEST CORNER OF SAID NW 1/4 OF SECTION 17; THENCE RUN SOUTH ALONG THE WEST LINE OF SAID NW 1/4, 1797.71 FEET; THENCE SOUTH 84 DEGREES 56 MINUTES 50 SECONDS EAST 14.76 FEET; THENCE NORTH 46 DEGREES 30 MINUTES 42 SECONDS EAST 89.85 FEET; THENCE SOUTH 76 DEGEES 47 MINUTES 43 SECONDS EAST 186.8 FEET; THENCE NORTH 79 DEGREES 07 MINUTES 26 SECONDS EAST 22.03 FEET TO THE POINT OF BEGINNING; THENCE NORTH 79 DEGREES 07 MINUTES 26 SECONDS EAST 211.16 FEET; THENCE NORTH 62 DEGREES 12 MINUTES 34 SECONDS EAST 334.9 FEET; THENCE NORTH 73 DEGREES 35 MINUTES 41 SECONDS EAST 205.36 FEET; THENCE NORTH 86 DEGREES 45 MINUTES 17 SECONDS EAST 390.62 FEET; THENCE NORTH 69 DEGREES 37 MINUTES 25 SECONDS EAST 224.02 FEET; THENCE NORTH 83 DEGREES 26 MINUTES 35 SECONDS EAST 175.15 FEET; THENCE NORTH 61 DEGREES 13 'MINUTES 39 SECONDS EAST 156.98 FEET TO THE WESTERLY RIGHT OF WAY LINE OF LINDSEY ROAD; THENCE SOUTH 50 DEGREES 46 MINUTES 47 SECONDS EAST 94.14 FEET; THENCE SOUTH 09 DEGREES, 20 MINUTES 49 SECONDS 115.90 FEET; THENCE SOUTH 24 DEGREES 30 MINUTES 52 SECONDS WEST 73.30 FEET; THENCE SOUTH 85 DEGREES 41 MINUTES 29 SECONDS WEST 301.60 FEET; THENCE SOUTH 83 DEGREES 28 MINUTES 11 SECONDS WEST 326.90 FEET;THENCE SOUTH 82 DEGREES 07 MINUTES 26 SECONDS WEST 523.10 FEET; THENCE SOUTH 80 DEGREES 27 MINUTES 15 SECONDS WEST 400.00 FEET; THENCE SOUTH 85 DEGREES 18 MINUTES 28 SECONDS WEST 135.89 FEET TO THE POINT OF BEGINNING. DECLARATION I HEREBY DECLARE THAT THE HEREON PLATTED AND DESCRIBED SURVEY WAS COMPLETED UNDER MY SUPERVISION, THAT ALL VISIBLE ENCROACHMENTS ARE SHOWN, AND THAT THE CORNERS WERE FOUND OR SET, AS SHOWN, TO THE BEST OF MY KNOWLEDGE AND ABILITY. THIS SURVEY IS MADE FOR THE PRESENT OWNERS OF THE PROPERTY AND ALSO THOSE WHO PURCHASE, MORTGAGE, OR GUARANTEE THE TITLE THERETO, WITHIN ONE YEAR FROM THE DATE HEREON, AND AS TO THEM I WARRANT THE ACCURACY OF SAID PLAT. U':tle Rock, AR 900 W. Markham •„ r v ATE IAL LAND SURVEYOR NUMBER 653 .r 1 'Ei McClelland TRAC I Consulting BOUNDARY SURVEY Engineers PICRON PROPERTIES Incorporated LITTLE ROCK, ARKANSAS Fayetteville, AR APPROVED I DRAWN BY DATE SHEET N0, RLS 653 RKP 6-20-00 1810 N.COIIe e SCALE JOB NO. FIELD BOOK 9 1"=100' LR99-5963 SDR 2. TRACT 11 B y� STATE SURVEYOR'S CODE 500 -01N -11W-0-17-300-60-65 PROPERTY DESCRIPTION TRACT I PART OFTHE NW 1/4, SECTION 17, TOWNSHIP 1 NORTH, RANGE 11 WEST, WHICH LIES NORTH OF INTERSTATE 440 AND WEST OF LINDSEY ROAD IN THE CITHY OF LITTLE ROCK IN PULASKI COUNTY, ARKANSAS MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHWEST CORNER OF SAID NW 1/4 OF SECTION 17; THENCE RUN SOUTH ALONG THE WEST LINE OF SAID NW 1/4, 1797.71 FEET; THENCE SOUTH 84 DEGREES 56 MINUTES 50 SECONDS EAST 14.76 FEET; THENCE NORTH 46 DEGREES 30 MINUTES 42 SECONDS EAST 89.85 FEET; THENCE SOUTH 76 DEGEES 47 MINUTES 43 SECONDS EAST 186.8 FEET; THENCE NORTH 79 DEGREES 07 MINUTES 26 SECONDS EAST 22.03 FEET TO THE POINT OF BEGINNING; THENCE NORTH 79 DEGREES 07 MINUTES 26 SECONDS EAST 211.16 FEET; THENCE NORTH 62 DEGREES 12 MINUTES 34 SECONDS EAST 334.9 FEET; THENCE NORTH 73 DEGREES 35 MINUTES 41 SECONDS EAST 205.36 FEET; THENCE NORTH 86 DEGREES 45 MINUTES 17 SECONDS EAST 390.62 FEET; THENCE NORTH 69 DEGREES 37 MINUTES 25 SECONDS EAST 224.02 FEET; THENCE NORTH 83 DEGREES 26 MINUTES 35 SECONDS EAST 175.15 FEET; THENCE NORTH 61 DEGREES 13 'MINUTES 39 SECONDS EAST 156.98 FEET TO THE WESTERLY RIGHT OF WAY LINE OF LINDSEY ROAD; THENCE SOUTH 50 DEGREES 46 MINUTES 47 SECONDS EAST 94.14 FEET; THENCE SOUTH 09 DEGREES, 20 MINUTES 49 SECONDS 115.90 FEET; THENCE SOUTH 24 DEGREES 30 MINUTES 52 SECONDS WEST 73.30 FEET; THENCE SOUTH 85 DEGREES 41 MINUTES 29 SECONDS WEST 301.60 FEET; THENCE SOUTH 83 DEGREES 28 MINUTES 11 SECONDS WEST 326.90 FEET;THENCE SOUTH 82 DEGREES 07 MINUTES 26 SECONDS WEST 523.10 FEET; THENCE SOUTH 80 DEGREES 27 MINUTES 15 SECONDS WEST 400.00 FEET; THENCE SOUTH 85 DEGREES 18 MINUTES 28 SECONDS WEST 135.89 FEET TO THE POINT OF BEGINNING. DECLARATION I HEREBY DECLARE THAT THE HEREON PLATTED AND DESCRIBED SURVEY WAS COMPLETED UNDER MY SUPERVISION, THAT ALL VISIBLE ENCROACHMENTS ARE SHOWN, AND THAT THE CORNERS WERE FOUND OR SET, AS SHOWN, TO THE BEST OF MY KNOWLEDGE AND ABILITY. THIS SURVEY IS MADE FOR THE PRESENT OWNERS OF THE PROPERTY AND ALSO THOSE WHO PURCHASE, MORTGAGE, OR GUARANTEE THE TITLE THERETO, WITHIN ONE YEAR FROM THE DATE HEREON, AND AS TO THEM I WARRANT THE ACCURACY OF SAID PLAT. U':tle Rock, AR 900 W. Markham •„ r v ATE IAL LAND SURVEYOR NUMBER 653 .r 1 'Ei McClelland TRAC I Consulting BOUNDARY SURVEY Engineers PICRON PROPERTIES Incorporated LITTLE ROCK, ARKANSAS Fayetteville, AR APPROVED I DRAWN BY DATE SHEET N0, RLS 653 RKP 6-20-00 1810 N.COIIe e SCALE JOB NO. FIELD BOOK 9 1"=100' LR99-5963 SDR