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Home My WebLink AboutZ-7843 Map 3W Q J 0 O Z Y CALCULATED CORNER POINT FALLS IN CREEK (90.0' RECORD) FND 1- PINCHED PIPEN8"-2 g"E 90.00' 1 r11AAANIr)P Ar)r)lTir)Kl Q GRAPHIC SCALE ( INIP f ) I inch '= 20 fL LEGEND PROPERTY DESCRIPTION PART OF LOTS 351 & 352 OF THE KINGWOOD PLACE ADDITION AND THE QUEEN MANOR ADDITION, TRACT"A" SAID TRACT IS AN OVERLAP OF ADDITIONS TO THE CITY OF LITTLE ROCK,ARKANSAS, FURTHER DESCRIBED AS FOLLOWS: eT STARTING AT THE NORTHWEST CORNER OF LOT 351, (ALSO THE THE SOUTHWEST CORNER OF LOT 352), KINGWOOD PLACE; THENCE ALONG THE NORTH LINE OF LOT 351 269.0 ft TO A FOUND 1 PIPE AND THE POINT OF BEGINNING; THENCE N01'18'00"E 119.63ft (120.Oft Record) TO A FOUND 1" PINCHED PIPE ON THE NORTH LINE OF SAID LOT 352; THENCE N87 -24'18"E 90.00ft ALONG THE NORTH LINE OF SAID LOT 352 TO THE NORTHEAST CORNER OF SAID LOT; THENCE S12'16'24"E 131.90ft ALONG THE EAST LINE OF SAID LOT 352 TO A FOUND 1/2" PIPE AT THE SOUTHEAST CORNER OF SAID LOT; THENCE S15 -41.58"W 32.63ft (32.6ft RECORD) ALONG THE EAST LINE OF SAID LOT 351 TO A FOUND 1/2" REBAR; THENCE N88i1'45"E 24.36ft (26.5ft RECORD) TO A FOUND COTTON SPINDLE; THENCE 517'03'27"E 87.06ft (86.9ft RECORD) TO A FOUND 1/2" SQUARE BOLT ON THE NORTH RIGHT-OF-WAY OF RIDGE ROAD; THENCE S87'00'47"W 164.84ft (164.7ft RECORD) ALONG SAID NORTH RIGHT-OF-WAY TO A FOUND 1" PIPE; THENCE N01'18'00"E 127.72ft (127.6ft RECORD) TO THE POINT OF BEGINNING.SAID TRACT CONTAINS 30,209.24 SQUARE FEET OR 0.69 ACRES. DD —91E— —CHE— OVERHEAD ELECTRIC LINE —CAN— —TEL— — OVERHEAD TELEPHONE OR CASI.E TELEVISION LINE 9 If FENCE STORM WATER LME SANITARY SEWER LRE PROPERTY LME RIGHT OF WAY LINE — — BUILDING SETBACK LINE ----------- EASEMENT LINE — — DITCH OR STREAM LINE SURVEYOR'S NOTES: HORIZONTAL COORDINATES ARE ASSUMED; BEARINGS ARE BASED ON RECORD PLAT OF KINGWOOD PLACE ADDITION TO THE CITY OF LITTLE ROCK, ARKANSAS AS SHOWN IN PLAT BOOK 4, PAGE 226 OF THE PULASKI CIRCUIT CLERKS' OFFICE, DATED JUNE 21, 1950 AND A SURVEY BY DONALD W. BROOKS RLS 5-OATED MARCH 20, 1986. ELEVATIONS WERE ASSUMED. CONTOUR INTERVAL = 1 FOOT. FIELD WORK FOR THIS SURVEY WAS COMPLETED JANUARY 27, 2005. NO STATEMENT IS MADE GNCERNING SUBSURFACE CONDITIONS. THE LOCATION OF KNOWN SJBSURFACE STRUCTURES, PIPE, POWER, GAS, PHONE, ETC. ARE SHOWN ON THE PLANS. McCLELLAND CONSULTING ENGINEERS MAKES NO STATEMENT AS TO THE COMPLETENESS NOR ACCURACY OF THIS INFORMATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING INFORMATION AND SATISFYING HIMSELF AS TO THE LOCATION OF THE AFOREMENTIONED ITEMS, SHOWN AND NOT SHOWN. ALL REPAIRS OR RELOCATIONS NECESSARY SHALL BE MADE AS REQUIRED BY THE OWNER OF THE UTILITY OR STRUCTURE, THE COST OF SUCH REPAIRS OR RELOCATIONS NECESSARY SHALL BE BORNE BY THE CONTRACTOR. THE CONTRACTOR IS REOU!FED TO NOTIFY THE ONE CALL CENTER AT 1-800-482-8998 48 HOURS PRIOR TO DIGGING IN ORDEF THAT UNDERGROUND UTILITIES IN THE AREA CAN BE LOCATED. MANHOLE AND DRAIN GRATE INFORMATION WERE GATHERED BY VISUAL INSPECTION AND ARE CONNECTED AND DESCRIBED ONLY AS COULD BE DETERMINED THROUGH SAID VISUAL INSPECTION. FLOOD INFORMATION: FLOOD INFORMATION WAS NOT RESEARCHED FOR THIS PROJECT. NO STATEMENT IS MADE AS TO THE EXISTENCE, CORRECTNESS, OR LOCATION, EXCEPT WHERE SHOWN, OF ANY PROPERTY CORNER MONUMENT. 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. DIMENSIONS SHOWN IN PARENTHESIS ON THIS PLAT ARE PER THESE RECORD DESCRIPTIONS FOR THE PROPERTY. THIS SURVEY VALID ONLY IF PRINT HAS ORIGINAL SEAL AND SIGNATURE OF THE SURVEYOR PRESENT UPON IT. DECLARATION: I HEREBY DECLARE THAT THE HEREON PLATTED AND DESCRIBED SURVEY WAS COMPLETED UNDER MY SUPERVISION, THAT ALL VIS13LE ENCROACHMENTS ARE SHOWN, AND THAT THE CORNERS WERE FOUND OR SET, AS SHOWN, TO THE BEST OF MY KNOWLEDGE AND ABILITY. c L BRIAN A. TINNEL '-STAT£ OI' '• ABY AN .1 Q ' SSGVATLRL• C to °NALHHLA�Y�L�Y DATE 2--703 Q. SURVEY CONTROL MONUMENT (TYPE AS NOTED) ELEVA710H BENCHMARK OR LOCATION OF BUILDING FLOOR ELEVATION FOUND SURVEY BOUNDARY MARKER (TYPE AS NOTED) �(UTIM. 5 OX T24- ❑ STORM DRAIN GRATE ® STORK/ WATER MANHOLE ® SANITARY SEVER MANHOLE ® SEWER CLEANOUT — SIM AS NOTED s,1 DHMCT04 OF DRAINAGE FLOW KaHOUND LINT (SPOT LIGHT) CO, POWR POLE E GUY UTE EPEDO ELECTRIC PEDESTAL CATVO TMO440M PEDESTAL TPEDO TELEPHONE PEDESTAL AGM GAS METER A WATER VALVE I& WA WATER METER yPH FIRE HYMANT I �y �, FE CONIFER TREE 7'( TREE (TYPE AS NOTED) La.f' BUSH _------ 1`` -o- STM PROPERTY DESCRIPTION PART OF LOTS 351 & 352 OF THE KINGWOOD PLACE ADDITION AND THE QUEEN MANOR ADDITION, TRACT"A" SAID TRACT IS AN OVERLAP OF ADDITIONS TO THE CITY OF LITTLE ROCK,ARKANSAS, FURTHER DESCRIBED AS FOLLOWS: eT STARTING AT THE NORTHWEST CORNER OF LOT 351, (ALSO THE THE SOUTHWEST CORNER OF LOT 352), KINGWOOD PLACE; THENCE ALONG THE NORTH LINE OF LOT 351 269.0 ft TO A FOUND 1 PIPE AND THE POINT OF BEGINNING; THENCE N01'18'00"E 119.63ft (120.Oft Record) TO A FOUND 1" PINCHED PIPE ON THE NORTH LINE OF SAID LOT 352; THENCE N87 -24'18"E 90.00ft ALONG THE NORTH LINE OF SAID LOT 352 TO THE NORTHEAST CORNER OF SAID LOT; THENCE S12'16'24"E 131.90ft ALONG THE EAST LINE OF SAID LOT 352 TO A FOUND 1/2" PIPE AT THE SOUTHEAST CORNER OF SAID LOT; THENCE S15 -41.58"W 32.63ft (32.6ft RECORD) ALONG THE EAST LINE OF SAID LOT 351 TO A FOUND 1/2" REBAR; THENCE N88i1'45"E 24.36ft (26.5ft RECORD) TO A FOUND COTTON SPINDLE; THENCE 517'03'27"E 87.06ft (86.9ft RECORD) TO A FOUND 1/2" SQUARE BOLT ON THE NORTH RIGHT-OF-WAY OF RIDGE ROAD; THENCE S87'00'47"W 164.84ft (164.7ft RECORD) ALONG SAID NORTH RIGHT-OF-WAY TO A FOUND 1" PIPE; THENCE N01'18'00"E 127.72ft (127.6ft RECORD) TO THE POINT OF BEGINNING.SAID TRACT CONTAINS 30,209.24 SQUARE FEET OR 0.69 ACRES. DD —91E— —CHE— OVERHEAD ELECTRIC LINE —CAN— —TEL— — OVERHEAD TELEPHONE OR CASI.E TELEVISION LINE 9 If FENCE STORM WATER LME SANITARY SEWER LRE PROPERTY LME RIGHT OF WAY LINE — — BUILDING SETBACK LINE ----------- EASEMENT LINE — — DITCH OR STREAM LINE SURVEYOR'S NOTES: HORIZONTAL COORDINATES ARE ASSUMED; BEARINGS ARE BASED ON RECORD PLAT OF KINGWOOD PLACE ADDITION TO THE CITY OF LITTLE ROCK, ARKANSAS AS SHOWN IN PLAT BOOK 4, PAGE 226 OF THE PULASKI CIRCUIT CLERKS' OFFICE, DATED JUNE 21, 1950 AND A SURVEY BY DONALD W. BROOKS RLS 5-OATED MARCH 20, 1986. ELEVATIONS WERE ASSUMED. CONTOUR INTERVAL = 1 FOOT. FIELD WORK FOR THIS SURVEY WAS COMPLETED JANUARY 27, 2005. NO STATEMENT IS MADE GNCERNING SUBSURFACE CONDITIONS. THE LOCATION OF KNOWN SJBSURFACE STRUCTURES, PIPE, POWER, GAS, PHONE, ETC. ARE SHOWN ON THE PLANS. McCLELLAND CONSULTING ENGINEERS MAKES NO STATEMENT AS TO THE COMPLETENESS NOR ACCURACY OF THIS INFORMATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING INFORMATION AND SATISFYING HIMSELF AS TO THE LOCATION OF THE AFOREMENTIONED ITEMS, SHOWN AND NOT SHOWN. ALL REPAIRS OR RELOCATIONS NECESSARY SHALL BE MADE AS REQUIRED BY THE OWNER OF THE UTILITY OR STRUCTURE, THE COST OF SUCH REPAIRS OR RELOCATIONS NECESSARY SHALL BE BORNE BY THE CONTRACTOR. THE CONTRACTOR IS REOU!FED TO NOTIFY THE ONE CALL CENTER AT 1-800-482-8998 48 HOURS PRIOR TO DIGGING IN ORDEF THAT UNDERGROUND UTILITIES IN THE AREA CAN BE LOCATED. MANHOLE AND DRAIN GRATE INFORMATION WERE GATHERED BY VISUAL INSPECTION AND ARE CONNECTED AND DESCRIBED ONLY AS COULD BE DETERMINED THROUGH SAID VISUAL INSPECTION. FLOOD INFORMATION: FLOOD INFORMATION WAS NOT RESEARCHED FOR THIS PROJECT. NO STATEMENT IS MADE AS TO THE EXISTENCE, CORRECTNESS, OR LOCATION, EXCEPT WHERE SHOWN, OF ANY PROPERTY CORNER MONUMENT. 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. DIMENSIONS SHOWN IN PARENTHESIS ON THIS PLAT ARE PER THESE RECORD DESCRIPTIONS FOR THE PROPERTY. THIS SURVEY VALID ONLY IF PRINT HAS ORIGINAL SEAL AND SIGNATURE OF THE SURVEYOR PRESENT UPON IT. DECLARATION: I HEREBY DECLARE THAT THE HEREON PLATTED AND DESCRIBED SURVEY WAS COMPLETED UNDER MY SUPERVISION, THAT ALL VIS13LE ENCROACHMENTS ARE SHOWN, AND THAT THE CORNERS WERE FOUND OR SET, AS SHOWN, TO THE BEST OF MY KNOWLEDGE AND ABILITY. c L BRIAN A. TINNEL '-STAT£ OI' '• ABY AN .1 Q ' SSGVATLRL• C to °NALHHLA�Y�L�Y DATE 2--703