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HomeMy WebLinkAboutZ-6485 Map"_X W V6 742 Scale 1" -- 60 -Pt CHERRY CREEK BOOK D PAGE 894 14 581 ,2/0(v CURVE LENGTH DELTA RADIUS TANGENT ARC DEF Cl 136.36' 51.48'57' 150.78' 73.24' 37.59'60' C2 37,92' 14.24'34' 150.78' 19.06' 37.59'59' C3 114.19' 43'23'27' 150.78' 59.99' 37'59'59' C4 224.02' 26'52'55' 477.47 114.11' 11'59'60' C5 153.12' 27.33'42' 318.31' 78.07' 17'59'60' C6 86.03' 32.41'22' 150.78' 44.22' 37.59'59' C7 39.16' 07.49'56' 286.48' 19,61' $9.59'60' ce 76.42' 58' 2'41' 75.00' 41.90' 76'2 '40' 8100.70' r nmon•n w•us N07'09'14'E — 30.77 22 F CHERRY CREEK_ 18 / BOOK D PAGE 569 1 / 1 1 19 11 / 1 � 20 CHERRY CREEK BOOK D PAGE 749 V I 103 I 17 ,102 19 104 4t2' 15 I Sg° Nj6°53,6y� 23 -3 yy a � 6--4 (16 9012, 9 0 7 \b\ / I6 '!8'09' a9, \� \ V � m N 1]9•s3 6' --� _ 9.2. b v� \ 92'29'1 w I o z 29 �rN82°lL'03°l �j14 sen 63 37 cam$ BL. / r o�\ \ '5!0 28'37' y / .n I CO 7 179' 3'20' 99-�� 35 / r I 180•J -30. w > ,2"• n - SO4.13'30'W9ia - ����j333 J �o `y16" � �, CDStO'43 36'w \ JN sy / / / N I F.F. 787.5' 90• ,92, N .,�y _ — 1 ll`J,20 '1" -q6 ��� 34.47' m / lm N .5. �5/ Il 50.02- \ 40.4'. 1 p. 10 15227' CDND4. '26'07'W O L7 86'92, 93 h m N ➢ Py _ _ _ _ _ _ _"'�ti: / nj CDS1679'11' 22'E \ I 06'23' I A 1 ,n LC74.I�f5' w- < R17578' .—� X\ ru 3600' o` 17 I 1 N w Ill 3� ` 26 5p 07' S89'19'36'W 99.25' ^ \\/1 6 N I:� CDN29LC7330' N7Z 5q 38'�y0 N,96'2 'p3, I 6 IF.F. 382.8' 6 93• �A.a l 1 �32331'vl dol (10) rSsSl 6- '_5 \\`spm / 13 CHERRY CREEK 50 BDnK C PAGE 83 0 49 m \ op A, 48 45 1 S 7 W y n JV 46 0 N18'26.06'E 46.07' 1�S,66, sa INO/-c/•�)4-W 161.69' sl STATE PLANE COORDINATES 4 146464.742483 1180833.876510 5 146710250537 1188692.744290 6 146836966206 1188661.610820 7 146871.345196 1188664.150480 8 146781.822300 1188783.773850 9 146796.118390 1188831.709880 10 146797.284'13 1188930, 950960 11 146837.548441 1169090.013490 12 146742.190345 1188987,937160 13 146719,456451 1189056, 333250 14 146886.690084 1189099.322590 15 146979094385 1189128.203790 16 146970.505371 11891672068 70 16 147207,981369 1189245,066380 19 14 7249.882070 118917C079420 20 147197.404072 1188948.786390 21 14 7141.021356 1188 787.567160 22 147119.770029 1188710.889860 23 147150.264499 1188714.730800 25 147148.952139 1188600.871750 26 147126.4 70195 1188592.356510 28 147071.748025 1188567.393630 31 147150.299336 1188395.058650 32 146932.4 30962 1188311.6175 70 33 146943.716172 1188237.757350 35 146850,616302 1188156.761960 36 146786.621916 1188192.495900 37 146771.928639 1188144.703740 39 146648.547061 1188067.267020 40 146707D41661 1188068.607500 41 146578.798298 1188051.179920 43 146512.981936 1188085.211460 44 146377.353791 1188144.275810 45 146244.269967 1188099,570700 46 146206.205733 11880OL725130 47 146168.256629 1108195.055990 48 146124.551639 1188180.487550 50 146075,139630 1188328.098900 51 146067.988353 1188489.625710 53 146877.374284 1188495.148540 54 146855.745759 1188778.040000 _ November 28, 1995 Legal Description CC9.leg Part of the SE1/4, NEI/4 and the NEI/4, SEI/4, Section 8 and part of the SW1/4, NWI/4 and the NW1/4, SW1/4, Section 9, T -1-N, R -13-W, Pulaski County, Arkansas, more particularly described asi Beginning at the Southerly most corner of Lot 55, Block 13, Cherry Creek an Addition to the City of Little Rock, Arkansas as recorded in Plat Book E, Page 83; thence N49'32'45'E along the Southeasterly line of said Lot 55, 100,00 ft, to the Easterly most corner thereof, said point also lying on the West right-of-way line of Stoney Creek Drive; thence N72'54'38'E, 50.00 ftto a point on the East right-of-way tine of said Stoney Creek Drive; thence Northwesterly along the arc of a 175.78 ft, radius curve to the left and the said East right-of-wny line, a chord bearing and distance of N29'10'43'W, 73.30 Ft. to the Southerly most corner of Lot 15, Block 11, said Cherry Creek Additioru thence N41°01'22'E along the Southeasterly Line of said Lot 15, 123.40 ft. to the,Easterly most corner thereof and the Southwest most corner of Lot 14, Block 11, said Cherry Creek Addition) thence S81'18'46'Eglong the South line of said Lot 14, Block 11, 74,72 ft. to the Southeast corner thereof; then a N20°57'23'E along the East line of said Lot 14, and Lots 13 and 1F,' 'Block 11, said Cherry's - Creek Addition, 23330 ft, to the Southwest corner of Lot Il, Block 11, said Cherry Creek Addition; thence S65'29'46'E along the South line of said Lot it and the said South line extended 189.39 ft. to a point on the East right-of-way Line cif Brookford Drive; thence N24'31'17'E along the said East right -OF -way line, 60.15 ftd thence Northeasterly along the arc of a 180.78 ftradius curve to the left and the said East rig" -of -way line a chord bearing and distance of N20°44'41'E, 24.04 Ft. to the Southwest corner of Lot 22, Block 4, said Cherry Creek Addltlon; thence S75°08'16'E along the South Line of said Lot 22, 113.84 ftto the Southeast corner thereof; thence N07.09'14'E along the East Line of said Lot 22, 3077 ft. td the Southwest corner of Lot 21, Block 4, said Cherry Creek Addition; thence S82'46'04'E along the South line of said Lot 21, 73.42 Ft. to the Southeast corner thereof, said point also being the Southwest corner of Lot 20, Block 4, sold Cherry Creek Addition; thence N70°43'26'E along the South line of said Lot 20 and Lot 19, Block 4 said Cherry Creek Addition, 170,79 ft. to the Southwest corner of Lot 104, Block 4, said Cherry Creek Addition; thence N76'53'16'E along the South tine of said Lot 104 and Lot 103, Block 4, said Cherry Creek Addition, 231.32 ft. to the Southwest corner of Lot 102, Block 4, said Cherry Creek Addition, thence S59'26'54'E along the South line of said Lot 102 and Lot 101, Block 4, said Cherry Creek Addition, 82.43 ft. to a point on the South line of said Lot 101; thence S18°09'09'W, 249.91 ftd thence N76'27'54'W, 4012 ft.; thence S17'13'00'W, 97.58 ft.1 thence SI0°43'36'W, 50.02 ft.l thence S15°55'06'W, 122,80 ft,; thence N71'36'50'W, 72.08 ft.; thence N45'58'01'W, 79,26 ft.; thence S89a19'36'W, 9925 ftd thence S73°23'37'W, 50.02 ft,l thence Northerly along the arc of a 175.78 ft. radius curve to the right, a chord bearing and distance of N04'26'07'W, 74.15 ft.; thence N82'12'03'W, 114,95 ft.; thence SO4°13'30'W, 34.47 ft,; thence S13'48'14'E, 130.48 Ft.; thence S29'53'34'E, 283.18 ft,; thence N87.51'52'W, 338.96 ft.; thence S00'46'22'W, 409.42 ftp thence N87'27'54'W, 161.69 ft.; thence N71°29'32'W, 155.66 ft.; thence N18°26'06'E, 46.07 ft,; thence N71'29'13'W, 119,52 ft. to a point on the East line of Lot 48, Block 13, said Cherry Creek Additonl thence N25'07'07'E along the said East line of Lot 48, 42.04 ft. to the Northeast corner thereof, said point also being the Southeast corner of Lot 49, Block 13, said Cherry Creek Addition; thence N18°34'05'E along the East line of said Lot 49 and Lot 50, Block 13 said Cherry Creek Addition 140.39 ft.; thence N23°31'57'W and continuing along said East line of said Lot 50 and Lot 51,'Block 13, said Cherry Creek Addition, 147.93 ft. to the Northeast corner of said Lot 51, said point also being the Southeast corner of Lot 52, Block 13, said Cherry Creek Addition; thence N27.20'31'W along the East line of sgld Lot 52, 74,09 ft, to the Northeast corner of said Lot 52, said point also being the Southeast corner of Lot 53, Block 13, said Cherry Creek Addition; thence N12'59'16'E along the Epst line of said Lot 53 and Lot 54, Block 13, said Cherry Creek Addition, 71.58 ft., thence N01'18'46'E and continuing along said East tine of said Lot 54, 58.51 ft. to the point of beginning, containing 670,102 sq. ft. or 15.3834 acres more or less, .- / / / / 18 101 -sus !illi '742 CERTIFICATE OF SURVEYING ACCURACY CERTIFICATE OF OWNER L JOE D WHITE, HEREBY CERTIFY THAT THIS WE, THE UNDERSIGNED, OWNERS OF THE REAL PLAT CORRECTLY REPRESENTS A BOUNDARY ESTATE, SHOWN A*,',MSCRIBED'HEREIN, DO SURVEY MADE OR VERIFIED BY ME, ALL HEREBY CERTIFY THAT WE HAVE LAID OFF, MONUMENTS REQUIRED ACTUALLY EXIST AND PLATTED, AND SUBDIVIDED, AND DO HEREBY ARE CORRECTLY SHOWN HEREON AND THAT ALL LAY OFF, PLAT, AND SUBDIVIDE SAID REAL SURVEYING REQUIREMENTS OF THE LITTLE ESTATE IN ACCORDANCE WITH THIS PLAT. /- - ROCK SUBDIVISION RULES AND REGULATIONS IV p�(G(J'�`�'��t,^�'/nP•�1%� 1 r HAVE BEEN COMPLIEXWITH DATE OF EXECUTION Lo, ' DATE OF EXECUTIONHITE D.RPAGE 1ZIltb REGISTERED LAND SURVEYOR ADDRESS NO. 534, ARKANSAS Q 7 �1 �0 INSTRUMENT NO-07.,23o3O CERTIFICATE IIF ENGINEERING ACCURACY 9-$,'-.27&4c/ CERTIFICATE OF FINAL APPROVAL L TIMOTHY E EATERS, HEREBY CERTIFY THAT THIS PLAT CORRECTLY REPRESENTS A iPURSUANT TO THE LITTLE ROCK SUBDIVISION PLAN MADE BY ME, AND THAT THE RULES AND REGULATIONS, AND ALL OF THE ENGINEERING REQUIREMENTS OF THE LITTLE CONDITIONS OF APPROVAL HAVING BEEN ROCK SUBDIVISION RULES AND REGULATIONS COMPLETED, THIS DOCUMENT IS HEREBY HAVE BEEN COMPLIED WITH. ACCEPTED. THIS CERTIFICATE IS HEREBY EXECUTED UNDER THE AUTHORITY OF SAID RULES AND REGULATIONS. DATE OF EXECUTION IE. PATERS REG -. REGISTESTE RED PROFESSIDNALSyLfj/� ENGINEER NO. 5033, ARKANSAS DATE OF EXECUTION LITTLE ECK PLANNING COMMIS ION CERTIFICATE OF RECORDING THIS DO U NT, NUMBER FILED FOR RECORD. 19 �/�, W PLAT BOOK PAGE. IT ) - l s , . , "1 Fes' ``• GENERAL NNTES 1, IRON PINS WERE SET AT ALL LOT CORNERS (112' ROD) , 2. ALL EASEMENTS SHOWN ARE TO ! `� BE USED FOR DRAINAGE AND/nR UTILITIES 3 LOTS WITH ROUNDED CORNERS ARE MEASURED TO A POINT OF INTERSECTION CIF LOT LINES AND NOT POINTS ON A CURVE, 4. DISTANCES SHOWN ALONG CURVES ARE CHORDS. 5, RADII AT INTERSECTIHNS OF STREET RIGHTS OF WAY ARE 25' 6. ERRUR OF CLOSURE 187,650 110702, 2, ° Q� Da"To 3) - � �1BLO CK (6 11,107 r, �G (& M 1� 1 s1I�C�CCI� X111 D DITO §6 66 flBLOCCK in o)rn- IIn . ]Blf' I G A 2"Li111\ ll (31.P !l H3 403 V691VIE V AM I.DA= (MJF ` FF, IME V69 0IE R/6 3IEIC"Ii"II W 3 &M A1F kR7I" (SIF "T1flIlE �\ aw n1/1699�MW Il�M �kav��TD) I& TA\ R FT (D)IF "Ilj`,I'H z 1\1 VV U"Arrg� 34 nVV�v���/41 ly3S�l7.gJ�1\p1Sr�v®\H 3 �7� "pJ1-��H9q�lvA\�-aa:� -w 1C lV lleL11O N� c(G AV ll ll 9 AI_N\I.I��A\ V 1;�1�i S © V V 11Z(1I 11 1Ce_L11/A 11 LCeJR4 43190CIA l l H l J1 11 O 1L1 4(0 0 IVIL ENGINEERIN(_., LAND PLANNING & DEVELOPMENT, SURVF1'INi 401 VICTORY STREET I_ITTL.E ROCK, ARKAN'�.AS 74- 2l t 2—& V�5 F-sus I� �� 'hu, 17 ? , 5 5 00 \ 0 \ \ p�� �• oH�h 4, / � I 56'I 54 39 z y956' m � I I 57 o 19 A z .o 53 41 Y- 51 J \ 52 Y / ' J o CHERRY CREEK 50 BDnK C PAGE 83 0 49 m \ op A, 48 45 1 S 7 W y n JV 46 0 N18'26.06'E 46.07' 1�S,66, sa INO/-c/•�)4-W 161.69' sl STATE PLANE COORDINATES 4 146464.742483 1180833.876510 5 146710250537 1188692.744290 6 146836966206 1188661.610820 7 146871.345196 1188664.150480 8 146781.822300 1188783.773850 9 146796.118390 1188831.709880 10 146797.284'13 1188930, 950960 11 146837.548441 1169090.013490 12 146742.190345 1188987,937160 13 146719,456451 1189056, 333250 14 146886.690084 1189099.322590 15 146979094385 1189128.203790 16 146970.505371 11891672068 70 16 147207,981369 1189245,066380 19 14 7249.882070 118917C079420 20 147197.404072 1188948.786390 21 14 7141.021356 1188 787.567160 22 147119.770029 1188710.889860 23 147150.264499 1188714.730800 25 147148.952139 1188600.871750 26 147126.4 70195 1188592.356510 28 147071.748025 1188567.393630 31 147150.299336 1188395.058650 32 146932.4 30962 1188311.6175 70 33 146943.716172 1188237.757350 35 146850,616302 1188156.761960 36 146786.621916 1188192.495900 37 146771.928639 1188144.703740 39 146648.547061 1188067.267020 40 146707D41661 1188068.607500 41 146578.798298 1188051.179920 43 146512.981936 1188085.211460 44 146377.353791 1188144.275810 45 146244.269967 1188099,570700 46 146206.205733 11880OL725130 47 146168.256629 1108195.055990 48 146124.551639 1188180.487550 50 146075,139630 1188328.098900 51 146067.988353 1188489.625710 53 146877.374284 1188495.148540 54 146855.745759 1188778.040000 _ November 28, 1995 Legal Description CC9.leg Part of the SE1/4, NEI/4 and the NEI/4, SEI/4, Section 8 and part of the SW1/4, NWI/4 and the NW1/4, SW1/4, Section 9, T -1-N, R -13-W, Pulaski County, Arkansas, more particularly described asi Beginning at the Southerly most corner of Lot 55, Block 13, Cherry Creek an Addition to the City of Little Rock, Arkansas as recorded in Plat Book E, Page 83; thence N49'32'45'E along the Southeasterly line of said Lot 55, 100,00 ft, to the Easterly most corner thereof, said point also lying on the West right-of-way line of Stoney Creek Drive; thence N72'54'38'E, 50.00 ftto a point on the East right-of-way tine of said Stoney Creek Drive; thence Northwesterly along the arc of a 175.78 ft, radius curve to the left and the said East right-of-wny line, a chord bearing and distance of N29'10'43'W, 73.30 Ft. to the Southerly most corner of Lot 15, Block 11, said Cherry Creek Additioru thence N41°01'22'E along the Southeasterly Line of said Lot 15, 123.40 ft. to the,Easterly most corner thereof and the Southwest most corner of Lot 14, Block 11, said Cherry Creek Addition) thence S81'18'46'Eglong the South line of said Lot 14, Block 11, 74,72 ft. to the Southeast corner thereof; then a N20°57'23'E along the East line of said Lot 14, and Lots 13 and 1F,' 'Block 11, said Cherry's - Creek Addition, 23330 ft, to the Southwest corner of Lot Il, Block 11, said Cherry Creek Addition; thence S65'29'46'E along the South line of said Lot it and the said South line extended 189.39 ft. to a point on the East right-of-way Line cif Brookford Drive; thence N24'31'17'E along the said East right -OF -way line, 60.15 ftd thence Northeasterly along the arc of a 180.78 ftradius curve to the left and the said East rig" -of -way line a chord bearing and distance of N20°44'41'E, 24.04 Ft. to the Southwest corner of Lot 22, Block 4, said Cherry Creek Addltlon; thence S75°08'16'E along the South Line of said Lot 22, 113.84 ftto the Southeast corner thereof; thence N07.09'14'E along the East Line of said Lot 22, 3077 ft. td the Southwest corner of Lot 21, Block 4, said Cherry Creek Addition; thence S82'46'04'E along the South line of said Lot 21, 73.42 Ft. to the Southeast corner thereof, said point also being the Southwest corner of Lot 20, Block 4, sold Cherry Creek Addition; thence N70°43'26'E along the South line of said Lot 20 and Lot 19, Block 4 said Cherry Creek Addition, 170,79 ft. to the Southwest corner of Lot 104, Block 4, said Cherry Creek Addition; thence N76'53'16'E along the South tine of said Lot 104 and Lot 103, Block 4, said Cherry Creek Addition, 231.32 ft. to the Southwest corner of Lot 102, Block 4, said Cherry Creek Addition, thence S59'26'54'E along the South line of said Lot 102 and Lot 101, Block 4, said Cherry Creek Addition, 82.43 ft. to a point on the South line of said Lot 101; thence S18°09'09'W, 249.91 ftd thence N76'27'54'W, 4012 ft.; thence S17'13'00'W, 97.58 ft.1 thence SI0°43'36'W, 50.02 ft.l thence S15°55'06'W, 122,80 ft,; thence N71'36'50'W, 72.08 ft.; thence N45'58'01'W, 79,26 ft.; thence S89a19'36'W, 9925 ftd thence S73°23'37'W, 50.02 ft,l thence Northerly along the arc of a 175.78 ft. radius curve to the right, a chord bearing and distance of N04'26'07'W, 74.15 ft.; thence N82'12'03'W, 114,95 ft.; thence SO4°13'30'W, 34.47 ft,; thence S13'48'14'E, 130.48 Ft.; thence S29'53'34'E, 283.18 ft,; thence N87.51'52'W, 338.96 ft.; thence S00'46'22'W, 409.42 ftp thence N87'27'54'W, 161.69 ft.; thence N71°29'32'W, 155.66 ft.; thence N18°26'06'E, 46.07 ft,; thence N71'29'13'W, 119,52 ft. to a point on the East line of Lot 48, Block 13, said Cherry Creek Additonl thence N25'07'07'E along the said East line of Lot 48, 42.04 ft. to the Northeast corner thereof, said point also being the Southeast corner of Lot 49, Block 13, said Cherry Creek Addition; thence N18°34'05'E along the East line of said Lot 49 and Lot 50, Block 13 said Cherry Creek Addition 140.39 ft.; thence N23°31'57'W and continuing along said East line of said Lot 50 and Lot 51,'Block 13, said Cherry Creek Addition, 147.93 ft. to the Northeast corner of said Lot 51, said point also being the Southeast corner of Lot 52, Block 13, said Cherry Creek Addition; thence N27.20'31'W along the East line of sgld Lot 52, 74,09 ft, to the Northeast corner of said Lot 52, said point also being the Southeast corner of Lot 53, Block 13, said Cherry Creek Addition; thence N12'59'16'E along the Epst line of said Lot 53 and Lot 54, Block 13, said Cherry Creek Addition, 71.58 ft., thence N01'18'46'E and continuing along said East tine of said Lot 54, 58.51 ft. to the point of beginning, containing 670,102 sq. ft. or 15.3834 acres more or less, .- / / / / 18 101 -sus !illi '742 CERTIFICATE OF SURVEYING ACCURACY CERTIFICATE OF OWNER L JOE D WHITE, HEREBY CERTIFY THAT THIS WE, THE UNDERSIGNED, OWNERS OF THE REAL PLAT CORRECTLY REPRESENTS A BOUNDARY ESTATE, SHOWN A*,',MSCRIBED'HEREIN, DO SURVEY MADE OR VERIFIED BY ME, ALL HEREBY CERTIFY THAT WE HAVE LAID OFF, MONUMENTS REQUIRED ACTUALLY EXIST AND PLATTED, AND SUBDIVIDED, AND DO HEREBY ARE CORRECTLY SHOWN HEREON AND THAT ALL LAY OFF, PLAT, AND SUBDIVIDE SAID REAL SURVEYING REQUIREMENTS OF THE LITTLE ESTATE IN ACCORDANCE WITH THIS PLAT. /- - ROCK SUBDIVISION RULES AND REGULATIONS IV p�(G(J'�`�'��t,^�'/nP•�1%� 1 r HAVE BEEN COMPLIEXWITH DATE OF EXECUTION Lo, ' DATE OF EXECUTIONHITE D.RPAGE 1ZIltb REGISTERED LAND SURVEYOR ADDRESS NO. 534, ARKANSAS Q 7 �1 �0 INSTRUMENT NO-07.,23o3O CERTIFICATE IIF ENGINEERING ACCURACY 9-$,'-.27&4c/ CERTIFICATE OF FINAL APPROVAL L TIMOTHY E EATERS, HEREBY CERTIFY THAT THIS PLAT CORRECTLY REPRESENTS A iPURSUANT TO THE LITTLE ROCK SUBDIVISION PLAN MADE BY ME, AND THAT THE RULES AND REGULATIONS, AND ALL OF THE ENGINEERING REQUIREMENTS OF THE LITTLE CONDITIONS OF APPROVAL HAVING BEEN ROCK SUBDIVISION RULES AND REGULATIONS COMPLETED, THIS DOCUMENT IS HEREBY HAVE BEEN COMPLIED WITH. ACCEPTED. THIS CERTIFICATE IS HEREBY EXECUTED UNDER THE AUTHORITY OF SAID RULES AND REGULATIONS. DATE OF EXECUTION IE. PATERS REG -. REGISTESTE RED PROFESSIDNALSyLfj/� ENGINEER NO. 5033, ARKANSAS DATE OF EXECUTION LITTLE ECK PLANNING COMMIS ION CERTIFICATE OF RECORDING THIS DO U NT, NUMBER FILED FOR RECORD. 19 �/�, W PLAT BOOK PAGE. IT ) - l s , . , "1 Fes' ``• GENERAL NNTES 1, IRON PINS WERE SET AT ALL LOT CORNERS (112' ROD) , 2. ALL EASEMENTS SHOWN ARE TO ! `� BE USED FOR DRAINAGE AND/nR UTILITIES 3 LOTS WITH ROUNDED CORNERS ARE MEASURED TO A POINT OF INTERSECTION CIF LOT LINES AND NOT POINTS ON A CURVE, 4. DISTANCES SHOWN ALONG CURVES ARE CHORDS. 5, RADII AT INTERSECTIHNS OF STREET RIGHTS OF WAY ARE 25' 6. ERRUR OF CLOSURE 187,650 110702, 2, ° Q� Da"To 3) - � �1BLO CK (6 11,107 r, �G (& M 1� 1 s1I�C�CCI� X111 D DITO §6 66 flBLOCCK in o)rn- IIn . ]Blf' I G A 2"Li111\ ll (31.P !l H3 403 V691VIE V AM I.DA= (MJF ` FF, IME V69 0IE R/6 3IEIC"Ii"II W 3 &M A1F kR7I" (SIF "T1flIlE �\ aw n1/1699�MW Il�M �kav��TD) I& TA\ R FT (D)IF "Ilj`,I'H z 1\1 VV U"Arrg� 34 nVV�v���/41 ly3S�l7.gJ�1\p1Sr�v®\H 3 �7� "pJ1-��H9q�lvA\�-aa:� -w 1C lV lleL11O N� c(G AV ll ll 9 AI_N\I.I��A\ V 1;�1�i S © V V 11Z(1I 11 1Ce_L11/A 11 LCeJR4 43190CIA l l H l J1 11 O 1L1 4(0 0 IVIL ENGINEERIN(_., LAND PLANNING & DEVELOPMENT, SURVF1'INi 401 VICTORY STREET I_ITTL.E ROCK, ARKAN'�.AS 74- 2l t 2—& V�5 F-sus I� �� 'hu, 17 ? ,