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Home My WebLink AboutS-1128-A Map 4Y 200 w^ N CPS./PAGIS DATA IN ASPHALT x NAD-83, NORTH ZONE 0301 z w N 145,761.926 z z E 1,202,374.746 �a" LAT. 34'43'59.629307 pWp x LONG. 92'21'57.382145" a CONVERGENCE _ -O' 12'46.58" 00 SCALE FACTOR = 1.00004536 (� a ELEVATION = 395.373 rr�FND 1 112' PIPE 0 LO rco0 JMco 13 zW> Q M J W W W W W W J 03 �o J co 6 00 W co LO O ND 1' CRIMP HEAD PIPE WEST 22ND. STREET (50' R/W) S 8754'00"E 302.142' LEGAL DESCRIPTION (DEDICATION TO CITY OF LITTLE ROCK) ALL THAT PART OF BLOCK 9, PINE HILL ADDITION TO THE CITY OF LITTLE ROCK, PULASKI COUNTY, ARKANSAS, AS FILED IN DEED BOOK 292 AT PAGE 319, MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE INTERSECTION OF THE WEST R/W LINE OF GILMAN STREET (CLSED) WITH THE NORTH R/W LINE OF WEST 23 RD. STREET, SAID POINT ALSO BEING THE SE CORNER OF SAID BLOCK 9, THENCE S 87D56'46" E ALONG A PROJECTION OF THE SOUTH LINE OF SAID BLOCK 9 FOR 14.717 FEET TO A ONE HALF INCH REBAR AND THE POINT OF BEGINNING, THENCE ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 26.50 FEET AND A CHORD OF N 87.56'46" W 38.10 FEET TO A ONE HALF INCH REBAR, THENCE S 8756'46' E ALONG A PROJECTION OF THE SOUTH LINE OF SAID BLOCK 9 FOR 38.10 FEET TO THE POINT OF BEGINNING, CONTAINING 212. SQUARE FEET (0.0049 ACRES OF LAND) MORE OR LESS. SET 1/2"REBAR- N 145,550.112 E 1,202,491.345 SET 1/2'REBAR— N 145,438.176 E 1,202,487.563 N 8756'46l W 125.938' + 5D.' — WEST 23RD STREET BLOCK 9 PINE HILL ADDITION SEE DEED BOOK 292, PAGE 319 CHAINLINK FENCE 58.67' LOT 3 6,571.SQ.FT. 25'_BUI_LDINGLINE O 0 00 O LO O S 87`56'46" E 176.00' 5' EASEMENT + 58.67' I LOT 2 6,571.SQ.FT. 58.67' 1 58.67' 10.' N 8756 46 W 176.00' (PROPOSED CONC. CURB; (50' R/W) -TOP ELEV, 374,14 LVII FLOW LINE IN ELEV,369,61 FLOW LINE OUT ELEV.369.71 PERRY REPLAT BOOK "A" ,PAGE 705 I FND. 112' CR MP HEAD IPE .I SEWER MANHOLt TOP ELEV, 381. 9 � FLOW LINE ELEV, 375.84 d-I I O T I CIO � I IW cc O I L� 0 I SET 1/2"tpFBAR N 145, 43.80� I E 1,20 887.232 58.66' 7 z w I O IW LOTI1 W 6,359.SQ.FT. p OO I O I I O ►O I m 0 0 z ILO I I 2' TURNAROUND I EASEMENT 587' (ASPHALT SURFACE) LO W 0 LEGAL DESCRIPTION THE SOUTH 112.00 FEET OF THE EAST 151.00 FEET OF BLOCK 9, PINE HILL, SUBDIVISION, AND THE WEST HALF (Wl/2) OF GILMAN STREET LYING EAST OF AND ADJACENT TO THE EAST LINE OF SAID BLOCK 9, LOCATED IN THE NW1/4 OF THE SE1/4 OF SECTION 11, T-1-N, R-13-W, CITY OF LITTLE ROCK, PULASKI COUNTY, ARKANSAS, MORE PARTICULARLY DESCRIBED AS FOLLOWS: THE HEREAFTER BEARING SYSTEM USED IN THIS DESCRIPTION IS BASED ON NAD-83 GRID NORTH, NORTH ZONE, BEGINNING AT A ONE HALF INCH REBAR HAVING A COORDINATE VALUE OF NORTH 145,431.868 FEET AND EAST 1,202,663.450 FEET ACCEPTED AS THE SE CORNER OF SAID BLOCK 9, THENCE N 8756.46"W ALONG THE NORTH RIGHT OF WAY LINE OF WEST 23RD. STREET 151.00 FEET TO A ONE HALF INCH REBAR, THENCE N 01'56'08"E LEAVING SAID STREET 112.00 FEET TO A ONE HALF INCH REBAR, THENCE S 8756'46"E 176.00 FEET TO A ONE HALF INCH REBAR IN THE CENTERLINE OF GILMAN STREET (CLOSED), THENCE S 01'56'08"W ALONG THE CENTERLINE OF SAID STREET AND ALONG A LINE COMMON WITH A SURVEY BY WILLIAM F. DAVIS, JR., pLS N0. 198 ACCORDING TO FILED PLAT BOOK "C' PAGE 669, FOR 112.00 FEET TO A ONE HALF INCH REBAR SET BY MR. DAVIS, THENCE N 8i56'46'W CROSSING SAID GILMAN STREET 25.00 FEET TO THE POINT OF BEGINNING, CONTAINING 19,712. SQUARE FEET (0.4525 ACRES) OF LAND, MORE OR LESS, SUBJECT TO PUBLIC UTILITY EASEMENTS RECORDED OR UN -RECORDED. LEGEND POWER POLE LIGHT POLE + Q SIGN WATER VALVE/METER ►� SANITARY SEWER MAN —HOLE —® TELEPHONE PEDESTAL FIRE HYDRANT CAS METER n� 'ATELLITE DISH G(� DROP INLET GRATE—9 HANDICAP PARKING I BASELINE POINTS CONCRETE CONIC, GUY WIRE ANCHOR—G.W.A. POINT OF BEGINNING—P.O.B. Ri PINE HILL ADDITION SEE FILED PLAT BOOK "C", PAGE 669 GENERAL NOTES (1) 1/2�" REBAR WITH CAP SET AT ALL CORNERS. 2 ALL EASEMENTS SHOWN ARE TO BE USED FOR UTILITIES AND/OR DRAINAGE. �3 ERROR OF CLOSURE IFT / 258,000. FT. 43 GILMAN STREET CLOSED BY CITY ORDINANCE #14858 DATED APRIL 1985. (5) PGUB#ED ON 46 -83 GRID NORTH NORTH ZONE) 104AND #0VECTORS PERGPSOBER OBSERVATIONS. FND.1 /2" REBAR XN 11,202,613 .4E 18.450 587' I ARC= 42,515' DELTA=91'55'2 fsQ.FT AREA=212.398. O Col REBAR IN CONC./PAGIS DATA NAD-83, NORTH ZONE 0301 N 145.399.649 E 1,202,709.406 LAT. 34' 43' 56. 058442" LONG. 92' 21 ' 53.356637' CONVERGENCE _-0'12'44.24" SCALE FACTOR = 1.00004561 LI,'T G!VATTIIN = .`i9 R:a:� SEWER TOP ELEV,V. 361361,, FLOW LINE IN ELEV. FLOW LINE OUT ELEV,353,11 O FND.1/2"REBAR •• �RCUiT r-•„ VICINITY MAP 1" = 1000' ; CERTIFICATE OF FINAL SURVEYING ACCURACY I, BEN KITTLER, JR., HEREBY CERTIFY THAT THIS PLAT CORRECTLY REPRESENTS A BOUNDARY SURVEY MADE BY ME AND ALL MONU- MENTS SHOWN HEREON ACTUALLY EXIST AND THEIR LOCATIO, SIZE, TYPE AND MATERIAL ARE CORRECTLY SHOWN. 1-0 2/10/1997 SIGNED DATE OF EXECUTION KITT, JR., PLS NO. 5", ARKANSAS CERTIFICATE OF FINAL ENGINEERING ACCURACY 1, ROY GRIMES HERBY CERTIFY THAT THIS PLAT CORRECTLY REPRESENTS A PLAT MADE BY ME, AND THAT THE ENGINEERING REQUIREMENTS OF THE LITTLE ROCK SUBDIVISION RULES AND GULATIONS HAVE BEEN COMPLIED WITH. 2/10/1997 SIGNED ROY M S, REGISTERED PROFESSIONAL ENGINEER DATE OF EXECUTION NO. 22RH , ARKANSAS CERTIFICATE OF FINAL PLAT APPROVAL ALL REQUIREMENTS OF THE LITTLE ROCK SUBDIVISION RULES AND REGULATIONS RELATIVE TO THE PREPARATION AND SUBMITTAL TO A FINAL PLAT HAVINQ BEEN FULFILLED, APPROVAL OF THIS PLAT IS HEREBY GRANTED, SUBJECT TO FURTHER PROVISIONS OF SAID RULES AND REGULATIONS. THIS CERTIFICATE SHALL EXPIRE 25 199 DATE SIGNED�� DATE OF EXECUTION NAME L.R. PLANNING COMMISSION CERTIFICATE OF OWNER WE, THE UNDERSIGNED, OWNERS OF THE REAL ESTATE SHOWN AND DESCRIBED HEREIN, Fj0 HEREBY CERTIFY THAT WE HAVE LAID OFF, PLATTED AND SUBDIVIDED, AND DO HERBY LAY OFF, PLAT AND SUB- DIVIDE SAID REAL ESTATE IN ACCORDANCE H THIS PLAT. SIGNED DATE OF EXECUTION NAME T ADDRESS SOURCE OF TITLE: D.R. PAGE INSTRUMENT NO. CERTIFICATE OF RECORDING THIS DOCUMENT, NUMBER FILED FOR RECORD 1997 IN PLAT BOOK PAGE SIGNED`r'AROLY STALE Y. NAME CLERK FLOOD INFORMATION THIS SURVEY IS LOCATED IN FLOOD ZONES AS SHOWN ON COMMUNITY PANEL NUMBER 050181-0011 E, DATED NOV. 3. 1993, AND IS NOT WITH- IN THE DESIGNATED 100 YEAR FLOOD PLAIN. (REVISED 7/22/1997) ARIIANSAS'� RECISTAED ROFESSIONAL ENGINEER No. 2238 �°r� �GISTeRN 4 STATE OF ARKANSAS 'U NO. 508 4 bN ITTLS S AL j.ik ..� m VICINITY MAP 1" = 1000' ; CERTIFICATE OF FINAL SURVEYING ACCURACY I, BEN KITTLER, JR., HEREBY CERTIFY THAT THIS PLAT CORRECTLY REPRESENTS A BOUNDARY SURVEY MADE BY ME AND ALL MONU- MENTS SHOWN HEREON ACTUALLY EXIST AND THEIR LOCATIO, SIZE, TYPE AND MATERIAL ARE CORRECTLY SHOWN. 1-0 2/10/1997 SIGNED DATE OF EXECUTION KITT, JR., PLS NO. 5", ARKANSAS CERTIFICATE OF FINAL ENGINEERING ACCURACY 1, ROY GRIMES HERBY CERTIFY THAT THIS PLAT CORRECTLY REPRESENTS A PLAT MADE BY ME, AND THAT THE ENGINEERING REQUIREMENTS OF THE LITTLE ROCK SUBDIVISION RULES AND GULATIONS HAVE BEEN COMPLIED WITH. 2/10/1997 SIGNED ROY M S, REGISTERED PROFESSIONAL ENGINEER DATE OF EXECUTION NO. 22RH , ARKANSAS CERTIFICATE OF FINAL PLAT APPROVAL ALL REQUIREMENTS OF THE LITTLE ROCK SUBDIVISION RULES AND REGULATIONS RELATIVE TO THE PREPARATION AND SUBMITTAL TO A FINAL PLAT HAVINQ BEEN FULFILLED, APPROVAL OF THIS PLAT IS HEREBY GRANTED, SUBJECT TO FURTHER PROVISIONS OF SAID RULES AND REGULATIONS. THIS CERTIFICATE SHALL EXPIRE 25 199 DATE SIGNED�� DATE OF EXECUTION NAME L.R. PLANNING COMMISSION CERTIFICATE OF OWNER WE, THE UNDERSIGNED, OWNERS OF THE REAL ESTATE SHOWN AND DESCRIBED HEREIN, Fj0 HEREBY CERTIFY THAT WE HAVE LAID OFF, PLATTED AND SUBDIVIDED, AND DO HERBY LAY OFF, PLAT AND SUB- DIVIDE SAID REAL ESTATE IN ACCORDANCE H THIS PLAT. SIGNED DATE OF EXECUTION NAME T ADDRESS SOURCE OF TITLE: D.R. PAGE INSTRUMENT NO. CERTIFICATE OF RECORDING THIS DOCUMENT, NUMBER FILED FOR RECORD 1997 IN PLAT BOOK PAGE SIGNED`r'AROLY STALE Y. NAME CLERK FLOOD INFORMATION THIS SURVEY IS LOCATED IN FLOOD ZONES AS SHOWN ON COMMUNITY PANEL NUMBER 050181-0011 E, DATED NOV. 3. 1993, AND IS NOT WITH- IN THE DESIGNATED 100 YEAR FLOOD PLAIN. (REVISED 7/22/1997) ARIIANSAS'� RECISTAED ROFESSIONAL ENGINEER No. 2238 �°r� �GISTeRN 4 STATE OF ARKANSAS 'U NO. 508 4 bN ITTLS S AL j.ik ..� m _� CO o o o o Q o d" CQ O Q c.� a W o 0 qN o o�� t`�.: q cc'4 wa 44 n Q QW •• •• 00 o, .w • � z Ld w d z O04 >-C\2 CQ pa Qv�Q=w •ti t