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Home My WebLink AboutZ-8063-A Map 2SURVEYOR'S NOTES: PROPERTY DESCRIPTION: SOURCE OF TITLE: DEEDS AND PLATS RELATING TO THIS PROPERTY, USED IN THE DETERMINATION OF BOUNDARY LINES SHOWN HEREON; ® PROPERTY UNE DESCRIPTION OF 13 TRACTS OWNED BY PICRON .PROPERTY OWNERS, PROVIDED BY CLIENT, — — — -- — — — — — — RIGHT OF WAY UNE ARKANSAS HIGHWAY AND TRANSPORTATION DEPARTMENT PLAN FOR 1-440, -- EASEMENT UNE GARVER+GARVER DRAWING FOR LITTLE ROCK PORT AUTHORITY, TITLED "RAILROAD RIGHT OF. WAY, REMMEL PROPERTY", UNDATED, - - -- --- DITCH OR STREAM UNE KITTLER DRAWING TITLED "REPLAT OF PRATT CATES REMMEL SUBDIVISION FILED IN PLAT BOOK D. - _ ROAD EDGE - - - PAGE 312 AS INSTRUMENT x/91-52519, ANDGOVERNMENT LAND LAND OFFICE PLAT OF TOWNSHIP 1 NORTH, RANGE 11 WEST, DATED FEBRUARY, 1857 1 HEREBY DECLARE THAT THE HEREON PLATTED AND DESCRIBED SURVEY WAS COMPLETED UNDER MY DIMENSIONS SHOWN IN PARENTHESIS ON THIS PLAT ARE PER THESE RECORD DESCRIPTIONS FOR SUPERVISION, THAT ALL VISIBLE ENCROACHMENTS ARE SHOWN, AND THAT THE CORNERS WERE FOUND THE PROPERTY. OR SET, AS SHOWN, TO THE BEST OF MY KNOWLEDGE AND ABILITY. THIS SURVEY IS MADE FOR THE RECORDED EASEMENTS AND PLATS AS NOTED IN THE PRELIMINARY TITLE COMMITMENT WERE NOT PRESENT OWNERS OF THE PROPERTY AND ALSO THOSE WHO PURCHASE, MORTGAGE, OR GUARANTEE THE PROVIDED TO McCLELLAND CONSULTING ENGINEERS AND ARE NOT NOTED HEREON. OTHER EASEMENTS TITLE THERETO, WITHIN.ONE YEAR FROM THE DATE HEREON, AND AS TO THEM I WARRANT THE AND PLATS WERE NEITHER RESEARCHED NOR LOCATED FOR THIS PROJECT AND ARE NOT SHOWN ON ACCURACY OF SAID PLAT. THIS DRAWING. ZONING: AS BY THE CITY OF LITTLE ROCK TRACT I IS ZONED R2. ZONE R2 HAS A 25EASEMENT 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. _ RICHARD W&S N ATE THIS SURVEY VALID ONLY IF PRINT HAS ORIGINAL SEAL AND SIGNATURE OF THE SURVEYOR PRESENT PROFESSI NAL LAND SURVEYOR UPON IT. - ARKANSA NUMBER '653 IS FOR THE USE AND BENEFIT 0 THIS SURVEY F PPP GROUP A. LLC IN CARE OF MITCHELL LAW FIRM } TA LF ^. i 425 W. CAPITOL AVE v TE " /' ��o FuiK �r'65 a. PHONE 501 68 SUITE 1800 LITTLE ROCK, AR 72201 _ _ _ T ' 0 B-8 800 .� J c , LAN INSET A NOT TO SCALE �– _- X61®6 E CREEK � , „E N FOURCH N83*26®5 - _ -- —� Ems, , / 390.62 N73® �3* FoU 05 TRACT T X85 29 w �, 6' ' °4 �_g3`2g'11„ 301.60 ` CREE 211,873 SQ FT - 4.86 ACRES326 90 , � '- . ';B2'0740 622 �1 1 /523.10 000 N-79 0 0 211.106 �' „ 400 p0 `S McClelland TRACT I Consulting E)UN®ARY SURVEY �I Engineers IPICRON PROPERTIES Incorporated LITTLE ROCK, ARKANSAS ".Il I- i APPROVED DRAWN BY DATE SHEET NO. e Frock, fi Fayetteville, AR RLS 653 RKP 6-20-00 C SCALE JOB NO. FIELD BOOK 9010 W. Mark -c- 1810 N.Coilege 1"=100' LR99-5963 SDR 11 HORIZONTAL COORDINATES, BEARINGS, AND ELEVATIONS FOR THIS PROJECT ARE BASED ON TIES BY TRACT I: TRAVERSE TO THE PULASKI AREA GEOGRAPHIC INFORMATION SYSTEM (PAGIS) MONUMENTS NEARBY. THE CONTOURS, ROAD EDGES, AND DRAINAGE DATA PROVIDED BY PULASKI AREA GEOGRAPHIC PART OFTHE NW 1/4, SECTION 17, TOWNSHIP 1 NORTH, RANGE 11 WEST, WHICH LIES NORTH OF INFORMATION SYSTEM (PAGIS) NOT VERIFIED BY MCCLELLAND CONSULTING ENGINEERS, INC. INTERSTATE 440 AND WEST OF LINDSEY ROAD IN THE CITHY OF LITTLE ROCK IN PULASKI COUNTY, FIELD WORK FOR THIS SURVEY WAS COMPLETED OCTOBER 11,1999 THRU MAY 22, 2000. ARKANSAS MORE PARTICULARLY DESCRIBED AS FOLLOWS: GRAPHIC SCALL NO STATEMENT IS MADE CONCERNING SUBSURFACE CONDITIONS. COMMENCING AT THE NORTHWEST CORNER - OF SAID NW 1/4 OF SECTION 17; THENCE RUN SOUTH 100 0 50 100 200 -.-•�, BURIED UTILITIES AND SUBSURFACE STRUCTURES WERE NEITHER RESEARCHED NOR LOCATED FOR THIS ALONG THE WEST LINE OF SAID NW 1/4, 1797.71 FEET; THENCE SOUTH 84 DEGREES 56 MINUTES PROJECT AND ARE NOT SHOWN ON THIS DRAWING. McCLELLAND CONSULTING ENGINEERS MAKES NO 5 0 SECONDS EAST 14.76 FEET; THENCE NORTH 46 DEGREES 30 MINUTES 42 SECONDS EAST 89.85 STATEMENT AS TO THE LOCATION NOR EXISTENCE OF ANY SUBSURFACE FEATURES. ANY FEET; THENCE SOUTH 76 DEGEES 47 MINUTES 43 SECONDS EAST FEET; THENCE NORTH 79 - CONSTRUCTION AT THIS SITE SHOULD ONLY BE DONE AFTER CONTACTING ARKANSAS ONE CALL AT TOF R DEGREES 07 MINUTES 26 SECONDS EAST 22.03 FEET TO THE POINT OF BEGINNING; THENCE NORTH ( IN FEET) 1-800-482-8998 AT LEAST 48 HOURS PRIOR TO ANY EXCAVATION. 79 DEGREES 07 MINUTES 26 SECONDS EAST 211.16 FEET; THENCE NORTH 62 DEGREES 12 MINUTES 1 inch = 100 ft. FLOOD INFORMATION: NO PART OF. THIS SITE IS WITHIN A 100 YEAR SPECIAL FLOOD HAZARD AREA 34 SECONDS EAST 334.9 FEET; THENCE NORTH 73 DEGREES 35 MINUTES 41 SECONDS EAST 205.36 AS SHOWN ON A FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA) FLOOD INSURANCE RATE MAP FEET; THENCE NORTH 86 DEGREES 46 MINUTES 17 SECONDS EAST 390.62 FEET;. THENCE NORTH 69 (FIRM) FOR THE CITY OF LITTLE ROCK, PULASKI COUNTY, ARKANSAS: DEGREES 37 MINUTES 25 SECONDS EAST 224.02 FEET; THENCE NORTH 83 DEGREES 26 MINUTES 35 0181 0013E COMMUNITY PANEL NUMBER 05DATED NOVEMBER 3. 1993. 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 ALL EASEMENTS KNOWN TO MCCLELLAND CONSULTING ENGINEERS AT THE TIME OF THE SURVEY ARE MINUTES 47 SECONDS EAST 94.14 FEET; THENCE SOUTH 09 DEGREES 20 MINUTES 49 SECONDS b. 73.30 FEET; THENCE 115.90 FEET; THENCE SOUTH 24 DEGREES 30 MINUTES 52 SECONDS WEST SHOWN ON THE DRAWING, BUT NO STATEMENT IS MADE AS TO THE COMPLETENESS OF THE EASEMENTS SOUTH 85 DEGREES 41 MINUTES 29 SECONDS WEST 301.60 FEET; THENCE SOUTH 83 DEGREES 28 SHOWN. TRACT IS SUBJECT TO EASEMENTS, RESTRICTIVE COVENANTS, SUBDIVISION RESTRICTIONS, MINUTES 11 SECONDS WEST 326.90 FEET; THENCE SOUTH 82 DEGREES 07 MINUTES 26 SECONDS P % IG P E AT AND PLANNING :AND ZONING REGULATIONS OF RECORD, IF ANY, AND IS SUBJECT TO SUCH FACTS AS WEST 523.10 FEET; THENCE SOUTH 80 DEGREES 27 MINUTES 15 SECONDS WEST 400.00 FEET; JJ BOJ AN ACCURATE AND CURRENT TITLE SEARCH MAY DISCLOSE. THENCE SOUTH 85 DEGREES 18 MINUTES 28 SECONDS WEST 135.89 FEET TO THE POINT OF BEGINNING. SOURCE OF TITLE: DEEDS AND PLATS RELATING TO THIS PROPERTY, USED IN THE DETERMINATION OF BOUNDARY LINES SHOWN HEREON; ® PROPERTY UNE DESCRIPTION OF 13 TRACTS OWNED BY PICRON .PROPERTY OWNERS, PROVIDED BY CLIENT, — — — -- — — — — — — RIGHT OF WAY UNE ARKANSAS HIGHWAY AND TRANSPORTATION DEPARTMENT PLAN FOR 1-440, -- EASEMENT UNE GARVER+GARVER DRAWING FOR LITTLE ROCK PORT AUTHORITY, TITLED "RAILROAD RIGHT OF. WAY, REMMEL PROPERTY", UNDATED, - - -- --- DITCH OR STREAM UNE KITTLER DRAWING TITLED "REPLAT OF PRATT CATES REMMEL SUBDIVISION FILED IN PLAT BOOK D. - _ ROAD EDGE - - - PAGE 312 AS INSTRUMENT x/91-52519, ANDGOVERNMENT LAND LAND OFFICE PLAT OF TOWNSHIP 1 NORTH, RANGE 11 WEST, DATED FEBRUARY, 1857 1 HEREBY DECLARE THAT THE HEREON PLATTED AND DESCRIBED SURVEY WAS COMPLETED UNDER MY DIMENSIONS SHOWN IN PARENTHESIS ON THIS PLAT ARE PER THESE RECORD DESCRIPTIONS FOR SUPERVISION, THAT ALL VISIBLE ENCROACHMENTS ARE SHOWN, AND THAT THE CORNERS WERE FOUND THE PROPERTY. OR SET, AS SHOWN, TO THE BEST OF MY KNOWLEDGE AND ABILITY. THIS SURVEY IS MADE FOR THE RECORDED EASEMENTS AND PLATS AS NOTED IN THE PRELIMINARY TITLE COMMITMENT WERE NOT PRESENT OWNERS OF THE PROPERTY AND ALSO THOSE WHO PURCHASE, MORTGAGE, OR GUARANTEE THE PROVIDED TO McCLELLAND CONSULTING ENGINEERS AND ARE NOT NOTED HEREON. OTHER EASEMENTS TITLE THERETO, WITHIN.ONE YEAR FROM THE DATE HEREON, AND AS TO THEM I WARRANT THE AND PLATS WERE NEITHER RESEARCHED NOR LOCATED FOR THIS PROJECT AND ARE NOT SHOWN ON ACCURACY OF SAID PLAT. THIS DRAWING. ZONING: AS BY THE CITY OF LITTLE ROCK TRACT I IS ZONED R2. ZONE R2 HAS A 25EASEMENT 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. _ RICHARD W&S N ATE THIS SURVEY VALID ONLY IF PRINT HAS ORIGINAL SEAL AND SIGNATURE OF THE SURVEYOR PRESENT PROFESSI NAL LAND SURVEYOR UPON IT. - ARKANSA NUMBER '653 IS FOR THE USE AND BENEFIT 0 THIS SURVEY F PPP GROUP A. LLC IN CARE OF MITCHELL LAW FIRM } TA LF ^. i 425 W. CAPITOL AVE v TE " /' ��o FuiK �r'65 a. PHONE 501 68 SUITE 1800 LITTLE ROCK, AR 72201 _ _ _ T ' 0 B-8 800 .� J c , LAN INSET A NOT TO SCALE �– _- X61®6 E CREEK � , „E N FOURCH N83*26®5 - _ -- —� Ems, , / 390.62 N73® �3* FoU 05 TRACT T X85 29 w �, 6' ' °4 �_g3`2g'11„ 301.60 ` CREE 211,873 SQ FT - 4.86 ACRES326 90 , � '- . ';B2'0740 622 �1 1 /523.10 000 N-79 0 0 211.106 �' „ 400 p0 `S McClelland TRACT I Consulting E)UN®ARY SURVEY �I Engineers IPICRON PROPERTIES Incorporated LITTLE ROCK, ARKANSAS ".Il I- i APPROVED DRAWN BY DATE SHEET NO. e Frock, fi Fayetteville, AR RLS 653 RKP 6-20-00 C SCALE JOB NO. FIELD BOOK 9010 W. Mark -c- 1810 N.Coilege 1"=100' LR99-5963 SDR 11