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Home My WebLink AboutZ-6589 Map 2\Yw „ Al yb W i EXIST, ASPHALT „ �nbea aOyQ' eP�1 4 ROADS ��. 0`I' �(,✓a00.. 'S 49 i y w I �pNo �V 4 x �� g9�6, 2`' 5y0 ` dE "pd - e� - - - - - - - SB•57.23'W , I 2711 .23 29' M �� 117 46' 112 72' I �i•�y. NO'2l'58"wj 5239'S8"E 241 34' 207 0. _� l NW CORNER SW 1'4 SECTION 22, T -2-N, R -14-W 93'49'34"11 I 83.32' O � co, i.� S5.01'32'E wI 93.32' I C2 NII E' d`� '�' ••�. \ z 91, 11 'I tiy�� 0' 2AAe -6E-, 2 S ,v 2 s333 E 3�Qa riy ,y ry 902�33°� r�^^ A, c�, pry, 4, x12.0 ya. • 6^0 ,�7.0. 711'E 86.0. W ✓�`Leadyo I U 11T4 2 110.844 �/ -- x1'30'34 E N8751'06"E 703.32 243.86' "SEE DETAIL" if N to' 06'3SE ' 147.01' uco C7 N316'W!- It 53.19' N2\ 5 14 4 00 �r04 A O �gy0a5 .jA .4 27 \ 26 N89'48'42" W 60 b, o1 co I 0 N 7a CO W N m Lo z I b ,y : . A p2 0 F y ,pa 95 0,,Q a �g59�4 2 1 4'i 1 � LPOINT OF TERMINATION (1 9 OF I6INGRESS-EGRESS n t� EASEMENT (J SW CORNER SECTION 23, T -2-N. R- 14-W POINT OF BEGINNING OF ¢, OF 16' INGRESS -EGRESS EASEMENT T, EXISTING COUNTY ROAD 16' WME ASPHALT t' SW CORNER SECTION 26. �T-2-N, R- 14-W �- NW CORNER SW 1/4 SECTION 22, T -2-N, R -14 -Ar \ W *da. \\�\ ago 3 �3 �n \� Nt2.43• - POINT OF TERMINATION \ c 33.0• �O� OF ELECTRIC & TELEPHONE z / \I � N O 0) z IV _ SW CORNER SECTION 21- T-2-N, :T-2-N, R -14-W \z ° a ENT TRIC& Rrc C'04 k 7 UN tc pNONEkR4 EQcoU920 6 �[ ot \ \\ N8951'06'E 703.32' POIN9 \ OF EI DESCRIPTION OF 50' X 50' COMPOUND EASEMENT: PART OF THE SW1/4 SW1/4 OF SECTION 23, T -2-N, R -14-W, PULASKI COUNTY, ARKANSAS DESCRIBED AS FOLLOWS: COMMENCING AT THE SW CORNER OF SAID SECTION 23 RUN THENCE NO'08'54"W ALONG THE WEST LINE OF SAID SECTION 23 1197.53 FEET; THENCE N89'51'06"E 703.32 FEET " TO THE POINT OF BEGINNING OF SAID COMPOUND EASEMENT, THENCE N16 -40'05"E 50.0 FEET, THENCE S73'19'55"E 50.0 FEET; THENCE S16'40'05'W 50.0 FEET; THENCE N73'19'55"W 50.0 FEET TO THE POINT OF BEGINNING CONTAINING 2500.0 SQ FT OR 0 057 ACRES MORE OR LESS DESCRIPTION OF 15.0 FOOT WIDE ELECTRIC & TELEPHONE EASEMENT. A 15 FOOT WIDE ELECTRIC & TELEPHONE EASEMENT LOCATED IN PART OF THE SWI/4 SWI/4 OF SECTION 23, T -2-N, R -14-W, PULASKI COUNTY, ARKANSAS HAVING BOUNDARIES 7.5 FEET EACH SIDE OF A CENTERLINE DESCRIBED AS FOLLOWS: COMMENCING AT THE SW CORNER OF SAID SECTION 23 RUN THENCE NO'08'54"W ALONG THE WEST LINE OF SAID SECTION 23 1197.53 FEET; THENCE N89'51'06"E 703.32 FEET; THENCE S73'19'55"E 42,5 FEET TO THE POINT OF BEGINNING OF SAID CENTERLINE; THENCE ALONG SAID CENTERLINE SO'28'05"E 54.84 FEET TO THE CENTERLINE OF AN EXISTING ELECTRIC EASEMENT: THENCE N70' 19'26" W 504 96 FEET: THENCE N 12'43'10" W 33 0 FEET; THENCE N53'33'03"E 4148 FEET TO THE POINT OF TERMINATION OF SAID ELECTRIC & TELEPHONE EASEMENT. DESCRIPTION OF 16' WIDE INGRESS -EGRESS EASEMENT A 16' WIDE INGRESS -EGRESS EASEMENT LOCATED IN PART OF THE NW1/4 OF SECTION 26, PART OF THE NE1/4 OF SECTION 27, PART OF THE E1/2 OF SECTION 22, AND PART OF THE SWI/4 OF SECTION 23, T -2-N, R -14-W, PULASKI COUNTY, ARKANSAS HAVING BOUNDARIES 8.0 FEET EACH SIDE OF A CENTERLINE DESCRIBED AS FOLLOWS: COMMENCING AT THE COMMON CORNERS OF SECTIONS 22, 23, 26 AND 27, T -2-N, R -14-W, RUN THENCE SO' 11' 18" W ALONG THE EAST LINE OF SAID SECTION 27 2496.39 FEET; THENCE N89'48'42"W 6.0 FEET TO THE POINT OF BEGINNING OF SAID CENTERLINE, SAID POINT BEING ON THE CENTERLINE OF AN EIXISING COUNTY ROAD RIGHT OF WAY; THENCE ALONG SAID CENTERLINE OF INGRESS -EGRESS EASEMENT THE FOLLOWING COURSES NO'11'18"E 2322.14' FEET TO A POINT 6.0 FEET WEST OF THE EAST LINE OF SAID SECTION 27; THENCE CONTINUE ALONG SAID CENTERLINE N14'22'53"W 155.73 FEET; THENCE N4700'28"W 155.3 FEET: THENCE N65'05'08"W 347.45 FEET; THENCE N72'34'00"W 130.98 FEET; THENCE N88'54'24' W 115.67 FEET; THENCE S7941'41"W 111.69 FEET; THENCE N8,VO4'05"W 100.96 FEET; THENCE N65'18'11"W 63.3 FEET; THENCE N54'41'34"W 166.3 FEET, THENCE N40'52'01"W 17792 FEET; THENCE N51'44'11"W 134.97 FEET; THENCE N61'56'28"W 213.4 FEET; THENCE N51'14'33"W 85.31 FEET; THENCE N21'09'46"W 61.85 FEET; THENCE N3'16'40"W 53.19 FEET. THENCE N10'08'35"E 147.01 FEET; THENCE N 1'30'34" E 243.68 FEET; THENCE N3 46'37" E 110.84 FEET, THENCE N 12'07' 11" E 86.0 FEET; THENCE N19'52'53"E 90.12 FEET; THENCE N2933'52"E 182.43 FEET; THENCE N21'32'28"E 88.9 FEET; THENCE N758'23"E 583.79 FEET; THENCE N921 -58"W 241.34 FEET, THENCE N11'23'29"W 112.72 FEET; THENCE N18'54'42"W 272.05 FEET; THENCE N43725'27'W 69.32 FEET; THENCE N50'52'ISAW 89.78 FEET; THENCE N78'03'11"E 62.94 FEET, THENCE 584'08'55"E 201.58 FEET; THENCE 573'40'31"E 127.53 FEET; THENCE S54'43'17"E 98.9 FEET; THENCE S4748'55"E 75.06 FEET; THENCE S55'56'20"E 703 FEET, THENCE 565'19'49"E 81.35 FEET. THENCE S71'08'22"E 133.2 FEET: THENCE S7711'52"E 95.66 FEET; THENCE N88'32'24"E 116.38 FEET; THENCE 579'38'44"E 5049 FEET, THENCE S51'24'28"E 5619 FEET, THENCE S14'33'10"E 67.55 FEET; THENCE S657'23"W 117.46 FEET; THENCE S2'39'56"E 207.0 FEET, THENCE S3'49'34"W 93.32 FEET; THENCE SUOI'32"E 93.32 FEET; THENCE S20'04'21"E 58.58 FEET, THENCE 530'19'30"E 193.61 FEET; THENCE S42'28'25'E 104.12 FEET: THENCE 95337'39"E 391 FEET, THENCE S65'09'12"E 7785 FEET: THENCE S7256'19"E 94.29 FEET; THENCE S62'37'51"E 64.7 FEET; THENCE S50'11'35"E 53.81 FEET; THENCE S42'44'28"E 273.49 FEET; THENCE S44'27'05"E 104.31 FEET: THENCE 539'02'20"E 78 32 FEET; THENCE S61'26'18"E 29.41 FEET; THENCE S70'57'42"E 179.05 FEET, THENCE 580'30'28"E 76.91 FEET, THENCE S70'22'58"E 65.15 FEET, THENCE S76'25'31"E 62.61 FEET; THEWNCE S75'31'01"E 58.04 FEET; THENCE 56637'45"E 34.49 FEET, THENCE S5852'03"E 70.95 FEET; THENCE 526'39'29"R 24.57 FEET; THENCE N75'53'15"W 107.17 FEET TO THE POINT OF TERMINATION OF SAID 16' INGRESS -EGRESS EASEMENT, SAID POINT BEING N16'40'05"E 15.6 FEET FROM THE SE CORNER OF THE AFORESAID DESCRIBED COMPOUND EASEMENT. g 16. LNN KESS E �_ CRE.c� _ CRE.o�. -'E- - E TBM NAIL IN POWER POLE ELEV. 907.79 " DETAIL" SCALE 1"=40' I I, JERRY L EARNHART, PLS #1062, DO HEREBY" CERTIFY THAT A SURVEY CREW UNDER MY SUPERVISION DID PREFORM THE FIELD WORK AND THAT THIS PLAT iS A 'CORRECT REPRESENTATION OF THE SURVEY RESULTS. SURVEY ACCURACY CERTIFICATION. ELEVATION. LATITUDE AND LONGITUDE SHOWN ARE CERTIFIED TO BE WITHIN THE FOLLOWING ACCURACY TOLERANCES: HORIZONTAL. ±50 FEET; VERTICAL ±20 FEET AND IS BASED ON NAD83 AND NAVD29 DATUM. ELEVATION CERTIFICATION I, JERRY L. EARNHART, PLS #1062, DO HEREBY CERTIFY THAT THE ELEVATION SHOWN AT THE BASE OF THE PROPOSED TOWER TO BE 922.57 MSI, BASED ON NAVD29 DATUM AND IS WITHIN SPECIFIED ACCURACY TOLERANCES LONGITUDE & LATITUDE CERTIFICATION: I, JERRY L. EARNHART, PLS #1062. DO HEREBY CERTIFY THAT THE LONGITUDE AND LATITUDE AT THE CENTER OF THE PROPOSED MONOPLOE ARE AS FOLLOWS AND ARE BASED ON NAD83 AND ARE WITHIN THE SPECIFIED ACCURACY TOLERANCES AT THE CENTER OF PROPOSED TOWER EASEMENT: LATITUDE: 34'47'32.45156" ARK. NORTH ZONE LONGITUDE 92'28'40 06245" ARK NORTH ZONE 1'48'39r' GRID NORTH BOUNDARY & TOPOGRAPHIC SURVEY FOR ENM SITE - LTRO63-p- CRYSTAL MOUNTAIN LITTLE ROCK, ARKANSAS 6.1- -INDICATES ELECTRIC LINE 7 }-X--{NDICATES CHAIN LINK FENCE 8. 9 INDICATES CENTER OF PROPOSED TOWER 9. ALL BEARINGS ARE ASSUMED " STATE OF ARKANSAS NO 062 ANAL GRAPHIC SCALE 1'=300 300 600 900 1 ENTEL TECTT7777G`__lES, INC. 900 S. SHACKLEFORD ROAD. SUITE 600, LITTLE ROCK ARKANSAS 72211 .ft NOTES & LEGEND 1 . • INDICATES IRON PIN FOUND FLOOD CERTIFICATION 2, ■ INDICATES STONE FOUND ACCORDING TO THE FEMA FLOOD BOUNDARY MAP NO 0501790261 D 3 0 INDICATES 3/8" REBAR & ID CAP SET INDICATES THAT THIS PROPERTY IS NOT LOCATED 4. ® INDICATES POWER POLE IN A 100 YEAR FLOOD ZONE. 5. 0 INDICATES TELEPHONE RISER BOUNDARY & TOPOGRAPHIC SURVEY FOR ENM SITE - LTRO63-p- CRYSTAL MOUNTAIN LITTLE ROCK, ARKANSAS 6.1- -INDICATES ELECTRIC LINE 7 }-X--{NDICATES CHAIN LINK FENCE 8. 9 INDICATES CENTER OF PROPOSED TOWER 9. ALL BEARINGS ARE ASSUMED " STATE OF ARKANSAS NO 062 ANAL GRAPHIC SCALE 1'=300 300 600 900 1 ENTEL TECTT7777G`__lES, INC. 900 S. SHACKLEFORD ROAD. SUITE 600, LITTLE ROCK ARKANSAS 72211 .ft