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HomeMy WebLinkAboutZ-5820-B Map 5GENERAL NOTES: 1. SEE BILL OF ASSURANCE FOR ADDITIONAL RESTRICTIONS, 2. HORIZONTAL AND VERTICAL DATUM REFERENCED TO PULASKI AREA GEOGRAPHIC INFORMATION SYSTEM (PAgis) AS PER INFORMATION SUPPLIED BY ARROW SURVEYING. IOWA ST. - 50 Right of Way 27' Asphalt Paving w/Curb & Gutter E - O c - POC N 1 a, N a, cpoeraee Apr. 0 W1 Corner 4 the N 1/4, Section 35, T2N, R13W NE1/ NE1/4 n 35, (Per Plat Book 7, Page 8) conerob Slesvplk NE1/4, Section 3 _ S 67925'24" E 152.06'(m) T -2-N, R -13-W (Per Ref. Mat. #1 & 5A - - - -- x N 88- 5�5 55 E 75-1.877/m.- - � - 1 2" R b x i w�� G. __ x - - - -- - -- - Ix O x C m a� o e2 ^I o 2 m O CR LOT 13 a C' .r O 1 00 �= ° m a ql w O =1 m of -- 1/2" Pipe Bonnie Brae Rd. - 50' R/W = II Asphalt Asphalt Paving w/Curb & Gutter m Drive / ear I .o w/Cap ° 1 ° 1 C 0 a , Qa LOT 16 o a (m) AS MEASURED IN THE FIELD 00 m� m UO (d) 8 Q I°a' o C CO11 w1 a 0 C AS PER BONNIE BRAE ADDITION PLAT I U O a]o�O Q ❑o v 4 3 ' � � 1 0 U LOT 12 ^I v�lLn HANDICAP PARKING SPACE F� FND 5/8" REBAR (UNLESS NOTED) Lo00 O LOT 15 ^ rZ N WATER VALVE 0 (LINE CONTINUES) I Ix O x C m a� o e2 ^I o 2 m O CR LOT 13 a C' .r O 1 00 �= ° m a ql w O =1 m of -- 1/2" Pipe Bonnie Brae Rd. - 50' R/W = II Asphalt Asphalt Paving w/Curb & Gutter m Drive Conc. Monumen 0 0 o � 7\ B v p4 Y a a D 1/2" Rebar --1 m o C i ------- w/Cap ° a ° 1 C 0 a , Conc, Drive o a (m) AS MEASURED IN THE FIELD u m� m � U (d) 8 Q Al CO11 w1 FIRE HYDRANT (bb) AS PER BONNIE BRAE ADDITION PLAT C� Q U p ❑o v ao ' m 0 U LOT 12 ^I N HANDICAP PARKING SPACE F� FND 5/8" REBAR (UNLESS NOTED) O^ T ` z OR , / SHOWN FOR DIRECTION ONLY WV WATER VALVE 0 (LINE CONTINUES) O CONTROL POINT Q � IV RPZ VALVE ® WATER METER c_ v ( GAS METER ® DRAINAGE MANHOLE O x 0- a � -o- -o C C00 GOALPOSTS S U O ELECTRICAL PANEL t m c LL kO I s $ I p 2 m L `o m w 0 o 3:: LL] W w. I \ rr) N N A n nl 30.1 n C) C00 O 2 Z ZI Z i M 0� 1 c ` o . o0, i ' V Q0. LOT 10 1 Y d P f\- 0 U m 1 X a O .�m c I m QUO I x Conc. Monumen 0 0 o � 7\ B v p4 Y a a D N c a Concrete Slab Concrete Slab Found 1/2" Rebar I I3w ui R I I I nU-) � s 1 rj O Ricks ubdivision 0 Plat Bo* H, Page 475 I 00 0 I In to O 1 LOT 1 LOT 2 "O 0) Q; o ti IM 7' Wood Fence j 87°d6 3 E X POB N 88'56'39" E 174.44'(m) 174.44'(d/ms) 1/2" Rebar w/Kittler Cap Total Area: 4.287 Acres 186,733 Square Feet 0 onc. a Px n( Conc. e� c 0 x� Concrete 7/4 .1 Tin Shed 16.1'x8.1' in,Sh'ld8x3 12.2'x1o.r' Wood Shed rod / Cox GOn cere tee cx U 6' WoodFnc X a __J ! Concrete c Asphalt Drive Fd11 Of AA The Anthony School 2 -Story -Brick (7713 Ohio St.) n 2 Reg. Spaces 1 Handicap space (f Ile Planter 332.24'(d/ms) 33�-X q Cov. Conc/ po x 7 Regular spaces 10.1'05.4' Conc. Chainlink Planter Op O ago r O . of ,'0h S 89'29'29" W V 86050'43 11 W vnC Concrete Curb &Gutter _OHE 0 Ohio St- - 50' Right of Way _ _ Conc. Drive - - _ --- Asphalt Paving - (Width varies) w/Curb & Gutter Concrote Curb &Gutter (Drive Entrances on this side ware not Inn.,..a 0 U m F 0 a k w 3:: S n 00 O 10 ro 0 p N N !s00 to Z VICINITY MAP - N. T. S. r REFERENCE MATERIAL: 1. SURVEY BY MEHLBURGER DATED APRIL 5. 1999. 2. PLAT OF CHIMNEY COVE ADDITION, RECORDED IN PLAT BOOK A, PAGE 699. 3. PLAT OF LOT 1 AND 2, RICKS SUBDIVISION, RECORDED IN PLAT BOOK H, PAGE 475. 4. PLAT OF BONNIE -BRAE ADDITION, RECORDED IN PLAT BOOK 7, PAGE 8, 5. DEED BOOK RECORDS FROM PULASKI COUNTY, ARKANSAS CIRCUIT CLERK. A. DOCUMENT #2003083766 B. DOCUMENT #9360286 C. DOCUMENT #9360285 LEGAL DESCRIPTION: (Der document ,µ2003063766) PART OF THE W1/2 NE1/4 NE1/4 NE1/4, SECTION 35, TOWNSHIP 2 NORTH, RANGE 13 WEST, LITTLE ROCK, PULASKI COUNTY, ARKANSAS BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: STARTING AT THE NORTHEAST CORNER OF SAID W 1/2 OF THE NORTHEAST 1/4 OF THE NORTHEAST 1/4 OF THE NORTHEAST 1/4 OF SECTION 35; THENCE SOUTH 02 DEGREES 06 MINUTES 54 SECONDS EAST 139.17 FEET TO THE POINT OF BEGINNING: THENCE SOUTH 02 DEGREES 23 MINUTES 13 SECONDS EAST ALONG THE WEST LINE OF CHIMNEY COVE ADDITION 512.01 FEET TO A POINT ON THE SOUTHERLY RIGHT-OF-WAY LINE OF OHIO STREET (50' R/W); THENCE SOUTH 89 DEGREES 29 MINUTES 29 SECONDS WEST 332.24 FEET TO A POINT ON THE EASTERLY LINE OF BONNIE BRAE ADDITION; THENCE NORTH 01 DEGREES 56 MINUTES 24 SECONDS EAST 627.85 FEET TO A POINT ON THE NORTHERLY RIGHT-OF-WAY LINE OF IOWA STREET (R/W VARIES); THENCE NORTH 88 DEGREES 55 MINUTES 55 SECONDS EAST ALONG SAID SOUTHERLY RIGHT-OF-WAY LINE 151.81 FEET; THENCE SOUTH 02 DEGREES 52 MINUTES 14 SECONDS EAST 119.17 FEET; THENCE NORTH 88 DEGREES 56 MINUTES 39 SECONDS EAST 174.44 FEET TO THE POINT OF BEGINNING. L SURVEY DESCRIPTION: (As per survey) PART OF THE W1/2 NE1/4 NE1/4 NE1/4, SECTION 35, TOWNSHIP 2 NORTH, RANGE 13 WEST, CITY OF LITTLE ROCK, PULASKI COUNTY, ARKANSAS BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHEAST CORNER OF SAID WEST 1/2 OF THE NORTHEAST 1/4 OF THE NORTHEAST 1/4 OF THE NORTHEAST 1/4 OF SECTION 35; THENCE SOUTH 01 DEGREES 33 MINUTES 34 SECONDS WEST, ALONG THE WEST LINE OF CHIMNEY COVE ADDITION (PLAT BOOK A, PAGE 699), A DISTANCE OF 139.17 FEET TO A FOUND 1/2 INCH REBAR WITH CAP MARKED KITTLER AND THE POINT OF BEGINNING: THENCE SOUTH 01 DEGREES 15 MINUTES 16 SECONDS WEST, CONTINUING ALONG SAID WEST LINE OF CHIMNEY COVE ADDITION, A DISTANCE OF 512.16 FEET TO A FOUND 1 INCH PIPE ON THE NORTHERLY RIGHT-OF-WAY LINE OF OHIO STREET (50' R/W); THENCE NORTH 86 DEGREES 50 MINUTES 43 SECONDS WEST, ALONG SAID NORTH RIGHT OF WAY LINE, A DISTANCE OF 332.31 FEET TO A FOUND CONCRETE MONUMENT ON THE EAST LINE OF BONNIE BRAE ADDITION (PLAT BOOK 7, PAGE 6); THENCE NORTH 01 DEGREES 42 MINUTES 10 SECONDS EAST 627.80 FEET TO A FOUND 5/8 INCH REBAR ON THE SOUTHERLY RIGHT-OF-WAY LINE OF IOWA STREET (50' R/W); THENCE SOUTH 87 DEGREES 25 MINUTES 24 SECONDS EAST, ALONG SAID SOUTHERLY RIGHT-OF-WAY LINE, A DISTANCE OF 152.06 FEET TO A FOUND 5/8 INCH REBAR ON THE WEST LINE OF RICKS SUBDIVISION (PLAT BOOK H, PAGE 475); THENCE SOUTH 00 DEGREES 52 MINUTES 16 SECONDS WEST, ALONG SAID WEST LINE OF RICKS SUBDIVISION, A DISTANCE OF 119.17 FEET TO A SET 1/2 INCH REBAR WITH CAP; THENCE SOUTH 87 DEGREES 26 MINUTES 43 SECONDS EAST, ALONG THE SOUTH LINE OF RICKS SUBDIVISION, A DISTANCE OF 174.44 FEET BACK TO THE POINT OF BEGINNING. SAID TRACT CONTAINING 4.287 ACRES OR 186,733 SQUARE FEET MORE OR LESS AND SUBJECT TO ANY EASEMENTS, RIGHTS OF WAY AND/OR OTHER RESTRICTIONS THAT AN ACCURATE TITLE SEARCH MAY DISCLOSE. DESCRIPTION IS ACCORDING TO A SURVEY BY GLOBAL SURVEYING CONSULTANTS, INC. PROJECT NO. 08-1002.00, DATED 2-4-08. LEGEND o C i ------- PROPERTY LINE�T ° a ° 1 C w , Conc, Drive N c a Concrete Slab Concrete Slab Found 1/2" Rebar I I3w ui R I I I nU-) � s 1 rj O Ricks ubdivision 0 Plat Bo* H, Page 475 I 00 0 I In to O 1 LOT 1 LOT 2 "O 0) Q; o ti IM 7' Wood Fence j 87°d6 3 E X POB N 88'56'39" E 174.44'(m) 174.44'(d/ms) 1/2" Rebar w/Kittler Cap Total Area: 4.287 Acres 186,733 Square Feet 0 onc. a Px n( Conc. e� c 0 x� Concrete 7/4 .1 Tin Shed 16.1'x8.1' in,Sh'ld8x3 12.2'x1o.r' Wood Shed rod / Cox GOn cere tee cx U 6' WoodFnc X a __J ! Concrete c Asphalt Drive Fd11 Of AA The Anthony School 2 -Story -Brick (7713 Ohio St.) n 2 Reg. Spaces 1 Handicap space (f Ile Planter 332.24'(d/ms) 33�-X q Cov. Conc/ po x 7 Regular spaces 10.1'05.4' Conc. Chainlink Planter Op O ago r O . of ,'0h S 89'29'29" W V 86050'43 11 W vnC Concrete Curb &Gutter _OHE 0 Ohio St- - 50' Right of Way _ _ Conc. Drive - - _ --- Asphalt Paving - (Width varies) w/Curb & Gutter Concrote Curb &Gutter (Drive Entrances on this side ware not Inn.,..a 0 U m F 0 a k w 3:: S n 00 O 10 ro 0 p N N !s00 to Z VICINITY MAP - N. T. S. r REFERENCE MATERIAL: 1. SURVEY BY MEHLBURGER DATED APRIL 5. 1999. 2. PLAT OF CHIMNEY COVE ADDITION, RECORDED IN PLAT BOOK A, PAGE 699. 3. PLAT OF LOT 1 AND 2, RICKS SUBDIVISION, RECORDED IN PLAT BOOK H, PAGE 475. 4. PLAT OF BONNIE -BRAE ADDITION, RECORDED IN PLAT BOOK 7, PAGE 8, 5. DEED BOOK RECORDS FROM PULASKI COUNTY, ARKANSAS CIRCUIT CLERK. A. DOCUMENT #2003083766 B. DOCUMENT #9360286 C. DOCUMENT #9360285 LEGAL DESCRIPTION: (Der document ,µ2003063766) PART OF THE W1/2 NE1/4 NE1/4 NE1/4, SECTION 35, TOWNSHIP 2 NORTH, RANGE 13 WEST, LITTLE ROCK, PULASKI COUNTY, ARKANSAS BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: STARTING AT THE NORTHEAST CORNER OF SAID W 1/2 OF THE NORTHEAST 1/4 OF THE NORTHEAST 1/4 OF THE NORTHEAST 1/4 OF SECTION 35; THENCE SOUTH 02 DEGREES 06 MINUTES 54 SECONDS EAST 139.17 FEET TO THE POINT OF BEGINNING: THENCE SOUTH 02 DEGREES 23 MINUTES 13 SECONDS EAST ALONG THE WEST LINE OF CHIMNEY COVE ADDITION 512.01 FEET TO A POINT ON THE SOUTHERLY RIGHT-OF-WAY LINE OF OHIO STREET (50' R/W); THENCE SOUTH 89 DEGREES 29 MINUTES 29 SECONDS WEST 332.24 FEET TO A POINT ON THE EASTERLY LINE OF BONNIE BRAE ADDITION; THENCE NORTH 01 DEGREES 56 MINUTES 24 SECONDS EAST 627.85 FEET TO A POINT ON THE NORTHERLY RIGHT-OF-WAY LINE OF IOWA STREET (R/W VARIES); THENCE NORTH 88 DEGREES 55 MINUTES 55 SECONDS EAST ALONG SAID SOUTHERLY RIGHT-OF-WAY LINE 151.81 FEET; THENCE SOUTH 02 DEGREES 52 MINUTES 14 SECONDS EAST 119.17 FEET; THENCE NORTH 88 DEGREES 56 MINUTES 39 SECONDS EAST 174.44 FEET TO THE POINT OF BEGINNING. L SURVEY DESCRIPTION: (As per survey) PART OF THE W1/2 NE1/4 NE1/4 NE1/4, SECTION 35, TOWNSHIP 2 NORTH, RANGE 13 WEST, CITY OF LITTLE ROCK, PULASKI COUNTY, ARKANSAS BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHEAST CORNER OF SAID WEST 1/2 OF THE NORTHEAST 1/4 OF THE NORTHEAST 1/4 OF THE NORTHEAST 1/4 OF SECTION 35; THENCE SOUTH 01 DEGREES 33 MINUTES 34 SECONDS WEST, ALONG THE WEST LINE OF CHIMNEY COVE ADDITION (PLAT BOOK A, PAGE 699), A DISTANCE OF 139.17 FEET TO A FOUND 1/2 INCH REBAR WITH CAP MARKED KITTLER AND THE POINT OF BEGINNING: THENCE SOUTH 01 DEGREES 15 MINUTES 16 SECONDS WEST, CONTINUING ALONG SAID WEST LINE OF CHIMNEY COVE ADDITION, A DISTANCE OF 512.16 FEET TO A FOUND 1 INCH PIPE ON THE NORTHERLY RIGHT-OF-WAY LINE OF OHIO STREET (50' R/W); THENCE NORTH 86 DEGREES 50 MINUTES 43 SECONDS WEST, ALONG SAID NORTH RIGHT OF WAY LINE, A DISTANCE OF 332.31 FEET TO A FOUND CONCRETE MONUMENT ON THE EAST LINE OF BONNIE BRAE ADDITION (PLAT BOOK 7, PAGE 6); THENCE NORTH 01 DEGREES 42 MINUTES 10 SECONDS EAST 627.80 FEET TO A FOUND 5/8 INCH REBAR ON THE SOUTHERLY RIGHT-OF-WAY LINE OF IOWA STREET (50' R/W); THENCE SOUTH 87 DEGREES 25 MINUTES 24 SECONDS EAST, ALONG SAID SOUTHERLY RIGHT-OF-WAY LINE, A DISTANCE OF 152.06 FEET TO A FOUND 5/8 INCH REBAR ON THE WEST LINE OF RICKS SUBDIVISION (PLAT BOOK H, PAGE 475); THENCE SOUTH 00 DEGREES 52 MINUTES 16 SECONDS WEST, ALONG SAID WEST LINE OF RICKS SUBDIVISION, A DISTANCE OF 119.17 FEET TO A SET 1/2 INCH REBAR WITH CAP; THENCE SOUTH 87 DEGREES 26 MINUTES 43 SECONDS EAST, ALONG THE SOUTH LINE OF RICKS SUBDIVISION, A DISTANCE OF 174.44 FEET BACK TO THE POINT OF BEGINNING. SAID TRACT CONTAINING 4.287 ACRES OR 186,733 SQUARE FEET MORE OR LESS AND SUBJECT TO ANY EASEMENTS, RIGHTS OF WAY AND/OR OTHER RESTRICTIONS THAT AN ACCURATE TITLE SEARCH MAY DISCLOSE. DESCRIPTION IS ACCORDING TO A SURVEY BY GLOBAL SURVEYING CONSULTANTS, INC. PROJECT NO. 08-1002.00, DATED 2-4-08. FLOOD STATEMENT: GRAPHIC PLOTTING OF THE INFORMATION SHOWN ON FLOOD INSURANCE RATE MAP N0. 0501810063 F DATED OCTOBER 19 2001 INDICATES THAT THE PROPERTY SHOWN HEREON LIES WITHIN ZONE X AND IS NOT WITHIN A SPECIAL FLOOD HAZARD AREA. n N w<;u 3.1 C \ mfm 2 � Ln o on z _ aaSW = m 7D Om O .. Z DoA O 01 O N rf ✓� J O Lo NII m Z O O O 0 30 0 30 60 Scale 1 " = 30' LEGEND s m ------- PROPERTY LINE�T 0 - CENTERLINE ® GRATE INLET (p) w av o SEWER MANHOLE (m) AS MEASURED IN THE FIELD Q• 0 CLEAN-OUT (d) AS PER RECORDED DEED Q v AS PER SURVEY BY MEHLBURGER FIRE HYDRANT (bb) AS PER BONNIE BRAE ADDITION PLAT C� Q U ❑o SIGN/SIGN POST (cc) O SET 1/2" REBAR w/CAP N HANDICAP PARKING SPACE F� FND 5/8" REBAR (UNLESS NOTED) E- T ` z OR , / SHOWN FOR DIRECTION ONLY WV WATER VALVE I (LINE CONTINUES) WV CONTROL POINT Q � IV RPZ VALVE ® WATER METER tp v ( GAS METER ® DRAINAGE MANHOLE C -Q) ti 0- a � -o- -o C C00 GOALPOSTS �i0 N © ELECTRICAL PANEL t m kO (MD s u') L `o w O m o A 30.1 n O 2 M FLOOD STATEMENT: GRAPHIC PLOTTING OF THE INFORMATION SHOWN ON FLOOD INSURANCE RATE MAP N0. 0501810063 F DATED OCTOBER 19 2001 INDICATES THAT THE PROPERTY SHOWN HEREON LIES WITHIN ZONE X AND IS NOT WITHIN A SPECIAL FLOOD HAZARD AREA. n N w<;u 3.1 C \ mfm 2 � Ln o on z _ aaSW = m 7D Om O .. Z DoA O 01 O N rf ✓� J O Lo NII m Z O O O 0 30 0 30 60 Scale 1 " = 30' All Symbols May Not Appear On Drawing. Use As Applicable. Anthony School Project Boundary/Improvement Survey For theUse & Benefit of: Fennell, Purioy, Hammock Architects assas City of Little Rock, Pulaski County, Arkansas ALL PLANS, DESIGNS, AND IDEAS SHOWN ON THIS DRAWING ARE THE PROPERTY OF GLOBAL SURVEYING CONSULTANTS, INC., AND SHALL NOT BE USED, DISCLOSED, OR REPRODUCED BY ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT WRITTEN PERMISSION OF GSC, INC, LEGEND ------- PROPERTY LINE�T TELEPHONE RISER - CENTERLINE ® GRATE INLET (p) AS PER RECORDED SUB. PLAT SEWER MANHOLE (m) AS MEASURED IN THE FIELD CLEAN-OUT (d) AS PER RECORDED DEED (ms) AS PER SURVEY BY MEHLBURGER FIRE HYDRANT (bb) AS PER BONNIE BRAE ADDITION PLAT SIGN/SIGN POST (cc) AS PER CHIMNEY COVE ADDITION PLAT SET 1/2" REBAR w/CAP HANDICAP PARKING SPACE 0 FND 5/8" REBAR (UNLESS NOTED) E- GUY ANCHOR ` z OR , / SHOWN FOR DIRECTION ONLY WV WATER VALVE I (LINE CONTINUES) WV CONTROL POINT Q � IV RPZ VALVE ® WATER METER 0 SPRINKLER CONTROL VALVE M GAS METER ® DRAINAGE MANHOLE C -Q) POWER POLE w/ TRANS. & LIGHT 0- WATER SPIGOT -o- POWER POLE w/ LIGHT C00 GOALPOSTS 1 STREET LIGHT © ELECTRICAL PANEL All Symbols May Not Appear On Drawing. Use As Applicable. Anthony School Project Boundary/Improvement Survey For theUse & Benefit of: Fennell, Purioy, Hammock Architects assas City of Little Rock, Pulaski County, Arkansas ALL PLANS, DESIGNS, AND IDEAS SHOWN ON THIS DRAWING ARE THE PROPERTY OF GLOBAL SURVEYING CONSULTANTS, INC., AND SHALL NOT BE USED, DISCLOSED, OR REPRODUCED BY ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT WRITTEN PERMISSION OF GSC, INC,