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Home My WebLink AboutZ-4474-A Map 1SURVEYOR'S NOTES: HORIZONTAL COORDINATES FOR THIS PROJECT ARE ARKANSAS STATE PLANE NORTH ZONE AND ELEVATIONS ARE NAVD88 BASED ON THE P.A.G.f.S. REFERENCE STATION. CONTOUR INTERVAL = 1 FOOT. FIELD WORK FOR THIS SURVEY WAS COMPLETED NOVEMBER, 2019. NO STATEMENT IS MADE CONCERNING SUBSURFACE CONDITIONS. BURIED UTIUTfES AND SUBSURFACE STRUCTURES ARE SHOWN BASED ON VISUAL INSPECTION OF MANHOLES AND OTHER SURFACE FEATURES. McCLELLAND CONSULTING ENGINEERS HAS ACCURATELY DEPICTED THE UNDERGROUND AND SUBSURFACE FEATURES TO THE BEST OF THEIR KNOWLEDGE AND ABILITY. ANY CONSTRUCTION AT THIS SITE SHOULD ONLY BE DONE AFTER CONTACTING ARKANSAS ONE CALL AT 1-800-482-8998 AT LEAST 48 HOURS PRIOR TO ANY EXCAVATION. MANHOLE AND DRAIN GRATE INFORMATION WERE GATHERED BY VISUAL INSPECTION AND ARE CONNECTED AND DESCRIBED ONLY AS COULD BE DETERMINED THROUGH SAID VISUAL INSPECTION. 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. DESCRIPTION PART OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER, SECTION 34, TOWNSHIP 2 NORTH, RANGE 13 WEST, PULASKI COUNTY, ARKANSAS, MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHEAST CORNER OF SAID NORTHEAST QUARTER OF THE NORTHEAST QUARTER, SECTION 34, THENCE ALONG THE EAST SECTION LINE THEREOF S2'03'52"W 660.08' THENCE LEAVING SAID EAST SECTION LINE N87'47'12"W 64.20' TO A FOUND 1/2" REBAR ON THE WEST EXISTING RIGHT OF WAY LINE OF RESERVOIR ROAD, SAID FOUND 1/2" REBAR BEING THE POINT OF BEGINNING; THENCE ALONG SAID EXISTING WEST RIGHT OF WAY S1'52'39"W 331.68' TO A FOUND 1/2" REBAR; THENCE LEAVING SAID EXISTING WEST RIGHT OF WAY N8835'55"W 622.48' TO A FOUND 1/2" REBAR; THENCE N2'08'43"E 340.50'• S87'47"12"E 620.88' TO THEPOINT F BEGINNING CONTAINING 0 BEG N G 4.80 ACRES ( 208932 SQUARE FEET ) t. 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 VISIBLE ENCROACHMENTS ARE SHOWN, AND THAT THE CORNERS WERE FOUND OR SET, AS SHOWN, TO THE BEST OF MY KNOWLEDGE AND ABILITY. KIRT SLEDGE PROFESSIONAL SURVEYOR ARKANSAS NUMBER 1665 DATE `,p111unq„T, SSI 0N'''.,� °0000000 O`it q4'o ° sre't'E of O tS� W a ARKANSAS o z o°.. No. 1685` Q �' A SURVEY CONTROL UM MENT (TYPE AS NOTED) ELEVATION BENCHMARK OR LOCATION OF BUILDING FLOOR ELEVATION FOUND SURVEY BOUNDARY MARKER (TYPE AS NOTED) O SET 1/2" X 24" REBAR (UNLESS OTHERWISE NOTED) ❑ STORM DRAIN GRATE OS SANITARY SEWER MANHOLE CO SEWER CLEANOUT - 512E AS NOTED LIGHT POLE Q GROUND LIGHT (SPOT LIGHT) POWER POLE E- GUY LINE TELEPHONE MANHOLE GV GAS vuvE &GM GAS METER A WATER VALVE y(®WN WATER METER y FH FIRE HYDRANT SOIL BORE HOLE LOCATION CONIFER TREE TREE (TYPE AS NOTED) / \ TREE STUMP SIGN LEGEND CURB LINE 2'CSCG - Y CONC STEP CURB & GUTTER OHE- -OHE OVERHEAD ELECTRIC LINE x „ FENCE = STORM WATER UNE _---SS - - - - - - -- SS --- SANITARY SEWER LINE - - - - - DITCH OR STREAM LINE PROPERTY LINE RIGHT OF WAY LINE FD. 1/2 REBAR LEANING NORTH, SHOT AT BASE I I I II ,w00 = L p 0 A(' POST OR POLE ° 0 (TYPE AS NOTED) °0 SLE o° .` °000000 �. i 1 Point # 36 DOORr Easting Elevation 6" CREPE - - - _ FD. 1/2" REBAR II 1199405.7000 397.98 F.F. 400NC. 12 587'47'12"E 620.88' (M - - - - 18" PINE PARKING OT 60D NAIL - 13 159058.3410 i N89"52'58"E 621.35' (R) d - - - FD. P.0.1 1 /2" REBP _ i ------------ II 15 158870.2440 _ _ 18" OAK PAINT MCE CP# 12 MYRTLE - 1199159.5250 _... - PK NAIL ASPHALT A 20" OAK GRAVEL ICV 2 CSCG olI PK NAIL & SHINER CONCRETE SIDEWAL SPIGOTK CONC. PAD AMCE 2 CSCG 18" PINE 6" PVC"% CP# 13 TH BENCH q "CLR" 2 6" 20" PINE I CONC. ASPHALT CONCRETE PINES ASPHALT 1OAK i 2 18" PINE CSCG 12" PINE 10" TREE SUPPORTS F.F. 405.4 . BUILDING co 0rO v UL 00)MCECP ICV 12" PINEBUI _ II OVERHANG &� In 405 BUILDING to 0 # t4 a OVERDING H ANG BUILDING v 18" OAK 10" PINE U N 0 PAINT 10" TREE II 20" OAK OPENING IN SIDEWALK 6" OA N DOWN SPOUT 18" PINE TRIPLE 10" TREE C WOOD EDGING 4 16" CREPE GOES UNDERGROUN AROUND PARKING LOT MYRTLES I a SMALL TREESPIGO WOOD EDGING Lr ASPHALT M O 120" PINE UNKNOWNSIZESIZE AROUND PARKING LOT F.F. 405.39 k0 # 2 HAND RAIL CONIC. SIDEWALK R 4 TWIN 10" HANDICAP WM BUTTON IDEWALK -RAMP i 1 Point # 36 DOORr Easting Elevation 6" CREPE MYRTLE 40 i -EE II 1199405.7000 397.98 F.F. 400NC. 12 159068.2150 18" PINE PARKING OT 60D NAIL - 13 159058.3410 11992592620 d PK NAIL 14 10" TREE "HANDICAP" 12" CREPE 403.16 II 15 158870.2440 6" OAK BENCH 18" OAK PAINT 4" S ON 12"0 MYRTLE w 1199159.5250 _... - PK NAIL "ALL OK" CONC- PEDESTAL 1199401.6980 olI PK NAIL & SHINER "AT&T" 4-03 12' TREE I q "CLR" 6" PINE 12" PINE 20" PINE II CONCRETE 3 #1 DECK SUPPORT SUPPORTS Ld A III POST 18" OAK UL 00)MCECP b0 14" PINE II BUILDING to 0 # t4 "HANDICAP"18" PINE 14" PINE � 10 O O t U N 0 PAINT 10" TREE II OPENING IN SIDEWALK 6" OA 0 ALL OK" I I o N 0 FOR TREE TEP PAINT WOOD EDGING 4 16" CREPE a w AROUND PARKING LOT MYRTLES I a o M M DOUBLE 36" DOOR CONIC. AT&T CLR" g ASPHALT M O 120" PINE I< F.F. 405.39 k0 # 2 HAND RAIL b0� PARKING LOT ip HID � HANDICAP WM BUTTON IDEWALK -RAMP GROUP OF 9 16" 'moi in 4.80 ACRES 208932 SQUARE FEET VERTICAL 4" PVC 14" OAKA 10" TREE CREPE MYRTLES n r14 t CONC- BLOCK/C° U "HANDICAP" ICO o p z BUILDING WALL A C V) 0 14" TREE 18" PINE OVERHANG BUILDING PAD N LN I ° ASPHALT 12" STUMP III BUILDING 18" OAKAO, 24" OAK i II ( OVERHANG TRIPLE 12" OAK 10" PINE SPIGOT II 4' OAK 4" SQ. ON 24" TALL I 16" PINE b00 12"0 CONC. PEDESTAL � I F.F. 402.94 SIDEWALK z o AMCE CP# 15 ASPHALT10" PIN` o esil PARKING LOT I I i 18" OAK WOOD EDGING 61 LANDSCAPE WOOD 3a9 AROUND PARKING LOT ' I TIMBERS GAZEBO i 18" OAK In 12" PINE I� GV 12" PINE U 12" CEDAR 4 6" IN ALT MYRTLES CREPE 10" CEDAR 14" PINED 3g 9 18 PSP 10" TREE BUILDING 14" PINE 5 8" 12 PEI OVERHANG PINES PINES 397 iA i 12" TREE ASPHALT �'' \ _. -. 12" TREE 2 CSCG 396 ICV L 12" TREE SPIGOT 20" OAK 395 N 20" PINE CONC. /- 10" CREPE FLUME N MYRTLE 39b TWIN S" TWIN BIRCH ASPHALT 18" PINE ASPHALT 2 CSCG i PARKING LOT PARKING LOT 15" ROCK WALL? i i PAINT ALL UTILITIES OK" 14 TREE i MCE P# 16 FD. 1/2" REBAR - - �- - _ _ _ N88'35'S5"W 622.48' (M) 2'CSCG _ - 2'CS - - 589'05'16"W 62411' R 2'CSCG CONTROL DATA Point # Northing Easting Elevation Description 10 159041.8880 1199405.7000 397.98 PK NAIL & SHINER 12 159068.2150 1199117.1520 395.39 60D NAIL - 13 159058.3410 11992592620 405.59 PK NAIL 14 158962.3710 1199252.3870 403.16 PK NAIL 15 158870.2440 1199251.6490 400.09 PK NAIL 16 158757.6730 1199159.5250 389.91 PK NAIL 111 158793.6800 1199401.6980 386.54 1 PK NAIL & SHINER 3 GRAPHIC SCALE ( IN FEET ) 1 INCH= 30 FT. El FD. t%Y P.O.C. N.E. CORNER N.E. 1/4 N.E. 1/4 SEC. 34, T -2-N, R -13-W I i I�-S2"03'52"W 660.08' M) SO33`43 956E 9,88' ( IR) I I I I 396.05 NBT47'12"W 64.20' M S89-5258 W 40.00 R CP# 10 IG# 1671 RIM 397.63 FL IN 18" HDPE FROM N. 393.83 FL OUT 18" HDPE TO S. 393.71 a SSMH# 1008 (OE153) RIM# 391.74 6" NRCP OUT TO S. 5 _UNITARIAN UNIVERSALIST CHURCH" al I1 IG# 1684 RIM 386.18 FL IN 18" HDPE FROM N. 382.51 A FL OUT 24" RCP TO S. 382.69 It I MCE CP# 111 ill 0 IQ: IN I 1 � FL 380.88 I II I b Ir P STATE SURVEYOR'S CODE 500 -02N -13W-0-34-120-60-1665 E C U W U 3 ORIGINAL SIGNATURE ON FILE n 0 a One Call Know what's below. Call before you dig. z 0 a C3 0 (n 0 0 z BOUNDARY & TOPOGRAPHIC SURVEY KLS I JDM D.ATF- 1210412019 SCALE: JOR NUMBER: 1 " = 0' 19-5809 1/1