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HomeMy WebLinkAboutZ-9749 Survey 111522ss E Q M V aY N N O N a ss BL FH IIf12" CLAY BLUE B LU All PAINT I I PAINT PAINT PAINT PAINT SWMH# (2256) za^w z wzo•• w zo^ w zo^ w zo•• w za•• w 20'.w 20" wRIM 281.2310" CLAY IN FROM S.W. FL IN 12" CLAY FROM S.E. 273.68 � \\ ASPHALT 2p `a} `I}}rey yS 2a5 FL OUT 12" CLAY TO N. 270.98 �� \\ '8g0 g O E (TH ST ASPHALT N.W. END OF 6" CLAY 5 -SS ss ss s�\ ss NOT FOUND�� g„JCL II N SSMH# 14H114 (2257) / P >\�� ss SS ss ss � s AY RIM 282.7E �G \ S.E. END OF 12" CLAY ss INACCESSIBLE ASPHALT ON LID / /o ��\ NOT FOUND - ASPHALT 10" CLAY INLET \ 27 TWIN-14" 10 AK ` - - - - - - - - - - - a&2 3 'OAK Z80,. g _ _ - 28 OAK _ 274 "TOP". - - 272 / UR 11 SWMH# (2305) " - 275 16 -OAK._ _ _ "7TH &COLLEGE" INLETII o'er s88 34' � ' �y - - I I FL OUT 10" CLAY TO N.E. 2RIM 82.10 '-S 281 ?� 18' ,OAK �' @ OAK II y 2 6 27g > 10" BL E 4 . 18" OAK 5/8A 'REBAR a PAINT _ 1/2" REBAR 50. i 1/2� REBA7R Zeerli 50.00' 14 00' N 34" OAS 1" BAR BENT I s` PAINT II N aB� I 34"..OAK 30''....OAK I N II w leg I I I Il lI a3 3 0 MCE CP# 12 DISTURBED I I 6 v II N E"I N _ 1 30"-OAK � -- 128E z eR w it N W = PAINTI 1 o I� U� IJ Q I 'PO I N N O] k m I I I NTH 20 �\ ?g IN PAINT IIW 1" PIPE 2 I I 3 I I a FD. 1' PIPE 11 a a_ 04 286 18 -OAK' `CBS t'g4 llQGo 100CK I I 1 8 II LLJ 3 0 m 286 I I \ I r� O N a8e OnOODRIUFFS ADIDITION� I N oil 3 in if 1" PIPE 287 I I' II UE co �, I I 1 II 208 1 MICE CP# 11 4 ° 3 I �I r3�3 gee wee I �} X3 1 II N FD. 1" PIPE-28g D. 3/8" REBAR@ 50.00'� 50.00 DISTURBED c� II 50.D0' Nr� 14, 0 11 0 E OHE OHE OHE ONE C88'30'WE 164.00' O OHE OHE II } Q -ss ,N 3/8- REBAR 11 N S 1 2 REBAR FD, 3 ALLEY DISTURBED 3� SSMH# 14H113 (2258) / /8" REBAR 20 11LILIEY RIM 289.53 I I a 6' CLAY IN FROM S. DISNRBED S88'30'58'E 164.00' PAIN 6' CLAY IN FROM W. Y 50.00' OBLITERATED II 6" CLAY OUT TO N. y a 50.00' ? 14. 11 FLOOR INVERT 285.83 N�� w c I CONCRETE e4 N % 11 a> vvii N g0 PAD m� I `'Bq 1 N I I & F CONCRETE II w PAD I N 20" OAK m 7 I II U Z F L N I - NN N CIDo 30' OAK "" I 20" OAK � J, 10" � I - ----a I &6" OAKS I 0 il ` `4�- 18"OAK I 30" OAK 1 n o r'\ FLE 12" 1 THIN 22' & 18" OAK ; O �i w1 00 TRI 8" & 6" OAKS10 4' CHAIN LINK FENCE N I ABANDONED I LJI N CONCRETE 30"OAK I M I �.9 MCE CP# 13 I I FH II I I 2e� r 1 I 1 U t� a II 283 i in II H CO II W MCE CP# 10 I I m II a W II I 14¢a 0 I ry�o 1 CV ep I II ;EBAR i FD. 5/8" REBAR � 5/8" REBAR 50.00'I 50.00` CONCRETE SIDEWALK �e8 ONE a a8l AO OYTE ASPHALT /oHE 8TH ST 42" CSC&G .-R FD. 5/8" TE 50.00' CONCRETE SIDEWALK I CONCRETE 1 &G ?9� 'Pee ASPHALT ;&G II II ro a I I n I I I I I I I I o II II SWMH#(2260) RI28 RIM 265.73 FL IN 12" FROM S.W. 280.97 ape FL OUT 12- CLAY TO N. 278.50 i SSMH# 14HO45 (2255) -RIM 270.84 INACCESSIBLE ASPHALT ON LID SWMH# (2244) RIM 271.66 10" CLAY IN FROM E. -,-FL IN 6" FROM W. 264.61 FL IN 12" CLAY FROM S. 264.57 FL IN 10" CLAY FROM S.W. 264.51 FL OUT 12" CLAY TO N. 264.76 �E. END OF 10" CLAY 0" CLAY NOT FOUND SSMH# 14HO46 (2246) BRIM 272.03 FL IN 6" CLAY FROM W. 265.62 FL OUT 8" CLAY TO N.E 265.64 0--1/2' REBAR SWMH# (1038) -RIM 272.02 FL OUT 10" CLAY TO N.E. 267.50 SSMH# 1411106 (2270) RIM 278.95 FL OUT 8" CLAY TO N. 272.44 ;E CP# 14 m� E 8TH ST ASPHALT PAINT DESCRIPTION LOTS 1,2,3,4,5,6,7, & 8, BLOCK 8, WOODRUFF'S ADDITION TO THE CITY OF LITTLE ROCK, PULASKI COUNTY, ARKANSAS AND BEING SHOWN ON PLAT RECORDED IN BOOK AB, PAGE 210, RECORDS OF PULASKI COUNTY. ARKANSAS. SURVEYOR'S NOTES HORIZONTAL COORDINATES FOR THIS PROJECT ARE ARKANSAS STATE PLANE NORTH ZONE NAD83 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 FEBRUARY, 2022. 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. ALL EASEMENTS KNOWN TO McCLELLAND CONSULTING ENGINEERS AT THE TIME OF THE SURVEY ARE SHOWN ON THE DRAWING, BUT NO STATEMENT IS MADE AS TO THE COMPLETENESS OF THE EASEMENTS SHOWN. 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. SOURCE OF TITLE: DEEDS RELATING TO THIS PROPERTY, AS RECORDED WITH THE PULASKI COUNTY CIRCUIT CLERK'S OFFICE: BOOK 2015, PAGE 004931 BOOK 2015, PAGE 018256 BOOK AB, PAGE 210 THIS SURVEY VALID ONLY IF PRINT HAS ORIGINAL SEAL AND SIGNATURE OF THE SURVEYOR PRESENT UPON IT. DECLARATION: 1 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. AARON W. MUSICK PROFESSIONAL SURVEYOR ARKANSAS NUMBER 1121 Q SURVEY CONTROL MONUMENT (TYPE AS NOTED) FOUND SURVEY BOUNDARY MARKER (TYPE AS NOTED) 0 SET 1/2' X 24' REBAR (UNR.ESS OTHERWISE NOTED) ® STORM WATER MANHOLE © SANITARY SEWER MANHOLE ® SEWER CLEANOUT - SIZE AS NOTED CO, POWER POLE E GUY LINE TPEDEI TELEPHONE PEDESTAL y��}}F..H FIRE HYDRANT (.a.] TREE (TYPE AS NOTED) SIGN DATE LEGEND CURB LINE 42'CSOG - 42" CONC STEP CURB & CUTTER 6'CSC - 6' CONC STEP CURB -OHE OHE OVERHEAD ELECTRIC LINE -w w WATER LINE -UFO UFO- BURIED FIBER OPTIC LINE x x FENCE _-------------------- STORM WATER LINE SS SANITARY SANITARY SEWER LINE PROPERTY UNE - - - - - - - - LOT LINE - - - - DITCH OR STREAM LINE GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) 1 INCH = 20 FT. mm CONTROL DATA Point # Northing Easting Elevation Description 10 148340.0760 1234623.5850 290.82 1/2" REBAR & "MCE" CAP 11 148485.9770 1234625.5030 285.89 60D NAIL 12 148577.1380 1234519.4840 283.97 MAC NAIL 13 148295.2800 1234548.3670 291.34 MAG NAIL 14 148424.7910 1234752.7730 279.54 MAG NAIL U ti J J LL! �Ns W zi W >� N U) UzC7 �aNu O W co Y v N O O 3 w O Ln 3: z n N*kF� F [1 � J = 0 W a co y 0 o r w 0 0 a Q a LL Y Q LL a Y p� p o 0 �o W J OO J J Y O W > w LY BOUNDARY & TOPOGRAPHIC SURVEY SURVEY MANAGER' DRAWN BY: AWM JDM DATE: REVISION: 03/17/2022 SCALE: JOB NUMBER: 1" = 20 22-5713 V1