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HomeMy WebLinkAboutZ-4474-A Map 4s SURVEYOR'S NOTES: HORIZONTAL COORDINATES FOR THIS PROJECT ARE ARKANSAS STATE PLANE NORTH ZONE AND ELEVATIONS ARE NAVD88 BASED ON THE P.A.G.I.S. REFERENCE STATION. CONTOUR INTERVAL = 1 FOOT. FIELD WORK FOR THIS SURVEY WAS COMPLETED NOVEMBER, 2019. NO STATEMENT IS MADE CONCERNING SUBSURFACE CONDITIONS. BURIED UTILITIES 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'; S8747'12"E 620.88' TO THE POINT OF BEGINNING CONTAINING 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 12- (,-/7 DATE poTuuEUgrp �.•�`�yy SSI0N4, 4 °00000000° p ° SPATE OF ° o Ski AliI o ARTCANSAS _ o 'i% O 21g. 185 o- SURVEY CONTROL MONUMENT (TYPE AS NOTED) A. ELEVATION BENCHMARK OR V LOCATION OF BUILDING FLOOR ELEVATION FOUND SURVEY BOUNDARY MARKER (TYPE AS NOTED) ® SET T/2 X 24- REBAR (UNLESS OTHERWISE NOTED) ❑ STORM DRAIN GRATE O SANITARY SEWER MANHOLE EM SEWER CLEANOUT - SIZE AS NOTED LEGEND CURB LME 2'CSCG - 7 GONG STEP CURB & GUTTER -ONE- -OHE OVERHEAD ELECTRIC LINE # FENCE STORM WATER LINE ---iS-------- 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 " W OL. -_.. 1. �.. 00- U 0 0 �' .� LIGHT POLE GYM GROUND LIGHT (SPOT LIGHT) V0T POWER POLE E- GW LME CD TELEPHONE MANHOLE GV GAS VALVE Ja GM GAS METER A WATER VALVE (D WM WATER METER t5 FH FIRE HYDRANT PK NAIL SOIL BORE HOLE LOCATION 158962.3710 CONIFER TREE 1* 1#0 TREE (TWE AS NOTED) 15 TREE STUMP 1199251.6490 SIGN LEGEND CURB LME 2'CSCG - 7 GONG STEP CURB & GUTTER -ONE- -OHE OVERHEAD ELECTRIC LINE # FENCE STORM WATER LINE ---iS-------- 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 " W OL. -_.. 1. �.. 00- U 0 0 �' .� POST OR POLE Northing Eosting Elevation Description ° 000llL, (TYPE AS NOTED) 1199405.7000 397.98 PK NAIL & SHINER 12 9�0 moo: 00 ?'SLE O° 1199117.1520 395.39 60D NAIL 13 I 0000000 ,. 405.59 PK NAIL 14 158962.3710 I 1* 1#0 PK NAIL 15 158870.2440 1199251.6490 400.09 - - - FD. 1/20 REBAR 16 158767.6730 1 1199159.5250 389.91 PK NAIL S87'47'12"E 620.88' (T- - - _ _ 1 1199401.6980 386.54 PK NAIL & SHINER P.0.3. N89'52'58"E 621.35' (R) _ _ - - - _ _ FD. 1/2" REBAR ------------- CE CP# 12 =ASPHALTA 20" OAK GRAVEL ICV 2 CSCG CONCRETE SIDEWALK SPIGOT CONC. PAD AMCE CP# 13 2 CSCG 18" PINE 6" PVC O -� P TH BENCH 2 6" ASPHALT CON C. ASPHALT PINES 12' OAK 18" PINE 2'CSCG 12" PINE 10" TREE SCG F.F. 405.4 ' BUILDING CID p6 uO 12" PINE ICV OVERHANG N /n 405 <I BUILDING BUILDING N18" OAK 10" PINE OVERHANG 20" OAK Y TRIPLE 10" TREE o DOWN SPOUT 18" PINE GOES UNDERGROUN SMALL TREESPIGOT< WOOD EDGING uT I UNKNOWN SIZE AROUND PARKING LOT TWIN UNC. SIDEWALK RAMP 10" 36" DOOR 6" CREPE MYRTLE Apo TREE PARKING OT I III F.F. 405.29 0 18" PINE 10" TREE "HANDICAP" II CONC. a 18" OAK 12" CREPE 6" OAK ®-�-H BENCH PAINT 4" S ON 12"0 MYRTLE w 'ALL OK" CONC. PEDESTAL II 'AT&T- AZ5 12 TREE CONCRETE J "CLR" 6" PINE 12' PINE 20" PINE II I DSUPPORTS j cD #1 DECK SUPPORT 3 I III v 4p 14" PINE II POST 18" OAK n MCE CP .-. BUILDING o O # 14 "HANDICAP"18" PINE 14" PINE II 100--"04 PAINT 10" TREE IOPENING IN SIDEWALK 6" OA ALL OK" ®00 FOR TREE TEP PAINT WOOD EDGING 4 16" CREP m 0- AROUND PARKING LOT �MYRTLES MM 10- 16 o DOUBLE 36" DOORAT&TT&T CLR � CONC. ASPHALT 20" PINE IIx M F.F. 405.39 Op ka lit LW 3 HANDICAP IMM -HAND RAIL PARKING LOT Jo GROUP OF 9 16" II^ CREPE MYRTLES `E BUTTON 4.80 ACRES VERTICAL 4" PVC 14" OAK WALK -RAMP n °p208932 SQUARE FEET t o 10" TREE CONC. BLOCK/"HANDICAP" ICV P P z z BUILDING WALL A C v 14" TREE 18" PINE OVERHANG BUILDING M PAD aT C14 ASPHALT 12" STUMP L II BUILDING 18" OAK Nps 24" OAK OVERHANG TRIPLE 12" OAK 10" PINE SPIGOT I oil 4 OAK 4" SO. ON 24" TALL �jxM I F.F. 402.94SIDEWALK z i6" PINE blpp 12"0 CONC. PEDESTAL li II 0o o AMCE CP# 15 ASPHALT 10" PINE ' (550PARKING LOT Til 18" OAK WOOD EDGING WOOD "I LANDSCAPE GAZEBO AROUND PARKING LOT TIMBERS 3a9 12" PINE II 18" OAK 0 12" CEDAR 4 6" CREPE ) GV 12" PINE N 3g 10" CEDAR 1IN 8" PSP ALT MYRTLES 14" PINED 10" TREE BUILDING 14" PINE 9 OVERHANG 5 8" 12" PINE PINES 397 .l,, --- - 12" TREEASPHALT I - .� PrM 12" TREE 2CSCG 3g6 'C�' SPIGOT 20" OAK 12" TREE 395 Ln20 PINE CONC.10" CREPE FLUME 39R MYRTLE TWIN 8" . TWIN BIRCH ASPHALT 18" PINE ASPHALT 2 CSCG PARKING LOT PARKING LOT 15" ROCK WALL PAINT ALL UTILITIES OK" 14" TREE CP FD. 1/2" REBAR - - - _ _ _ _ _ N8835'55'W 62248' (M) MCE# 16 -� 2'CSIG _ CS S89'05'16`W 624.71' (RI 2 CSCG aNE _ _ _ (5) 10" CREPE MYRTLES CONTROL DATA Point # Northing Eosting Elevation Description 10 159041.8880 1199405.7000 397.98 PK NAIL & SHINER 12 159068.2150 1199117.1520 395.39 60D NAIL 13 159058.3410 1199259.2620 405.59 PK NAIL 14 158962.3710 1199252.3870 403.16 PK NAIL 15 158870.2440 1199251.6490 400.09 PK NAIL 16 158767.6730 1 1199159.5250 389.91 PK NAIL 111 158793.6800 1 1199401.6980 386.54 PK NAIL & SHINER GRAPHIC SCALE 30 0 15 30 60 ( IN FEET ) 1 INCH= 30 FT. FD. 1/2 P.O.C. N.E. CORNER N.E. 1/4 N.E. 1/4 SEC. 34, T -2-N, R -13-W I I \S2ro3'52"W 660.08` (M) So? 43 E 9 88 I I I I 396.05 N887�47.'1J2"IW 64.20 M S89'52 58 W 40.40 R CP# 10 IG# 1671 RIM 397.63 FL IN 18" HDPE FROM N. 393.83 FL OUT 18" HDPE TO S. 393.71 WOOD SIGN "UNITARIAN UNIVERSALIST CHURCH" 36"0 BELL SYSTEM n� MANHOLE SSMH# 1008 (OE153) RIM# 391.74 6" NRCP OUT TO S. II 0 +I RIM 386.18 j FL IN 18" HDPE FROM N. 382.51 A FL OUT 24" RCP TO S. 382.69 a CP# 111 I I I II W (aj I� II I4 N W 14, `FL 380.88 bI i II I I� II WOOD SIGN al I.1' IG# 1684 +I RIM 386.18 j FL IN 18" HDPE FROM N. 382.51 A FL OUT 24" RCP TO S. 382.69 III MCE CP# 111 I I I (aj I� I4 N 14, `FL 380.88 bI i II I I� II STATE SURVEYOR'S CODE 500 -02N -13W-0-34-120-60-1665 0 U ✓7 0 U 3 3 ORIGINAL SIGNATURE ON FILE One Call Know whars below. Call before you dig. w a 0 0 z BOUNDARY & TOPOGRAPHIC SURVEY SIIRVEYMNGR: DRAWNRY: KLS I JDM DATE: 12104/2019 SC.4 LLi: JOR NUMBER. 1 " = 30' 19-5809 1/1