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Home My WebLink AboutZ-3371-LL Map 1FOUND IRON PIN O FIP SET IRON PIN - 1/2"REBAR WITH CAP • SIP CONCRETE MONUMENT u a CENTERLINE OF ROAD - \ - RIGHT OF WAY - - - - LOT LINES -- - / CJ7 . . FENCE LINES _X _X m EASEMENT LINE - OVERHEAD ELECT. -7E X ❑E SEWER LINE O r -I Cll S WATER LINE bd N__ TRAFFIC -O CU SIGNAL POLE 0-000 Some d) LIGHT POLE E L ACREAGE PER 40 NE 1/4, SW 1/4, SECTION 21 9.910 ACRES SE 1/4, NW 1/4, SECTION 21 0.380 ACRES TOTAL 10.290 ACRES UOT6 ELENN RATE CROSSINGS ID93 ACRES - -- �FLAFELI SNI] SEETION all NV. ETLID' ¢II FLARED END SECTIE]N N03022'12"E SII NE EQaEz 73.88' A=�❑ 5❑' _W -- - --- N15015'19"E -- - i -- 1 �� a R=I1❑.❑❑' GLENN RIME CROSSINES 11kWU44 ALL DUMPSTERS TO BE SCREENED WITH MATERIAL THAT 15 CONSISTENT WITH BUILDING DESIGN MAXIMUM BUILDING HEIGHT 15 35 FEET. ALL SITE LIGHTING MLIST BE LOW LEVEL AND DIRECTIONAL, DIRECTED DOWNWARD AND INTO THE SITE. ARKANSAS ONE CALL MARKED UNDERGROUND UTILITIES AND THIS SURVEY DEPICTS THEIR APPROXIMATION AS TO LOCATION ALONG WITH OTHER FIELD EVIDENCE THESE LOE'ATIONS SHOULD BE FIELD VERIFIED BEFORE ANY CONSTRI-TION COMMENCES, THIS PROPERTY 15 WITHIN THE CITY LIMITS OF LITTLE ROCK, ARKANSAS. NAMES AND ADDRESSES OF ADJOINING PROPERTY OWNERS WERE OBTAINED THROUEmH THE PULASKI COUNTY ASSESSOR'S OFFICE. THE CLOSURE ERROR FOR ALL THREE TRACTS EXCEEDS hSO.00❑ ld I1 -� III CORBi�g9NLET 1 D \ t� I / / 1/� i � FAL N'c I F E ILEI] AS h EIATFF FOF AL'- _ I. �.TT, AR. Olt. LOTS ELENN RATE CROSSING6 2809 ACRES THIS SURVEY _ I I GRAPHIC SCALE 1"=60' 0 60 120 BASIS OF BEARING STATE PLANE COORDINATES ARKANSAS NORTH ZONE NAD -83 VICINITY MAP N.T.S. J \21111 FAI.l 011I' f011 GLENN RIDSE CROSSINEC3. LLL ZONED C-3 GENERAL COMMERCIAL DISTRICT LEGAL DESCRIPTION: Lands lying in Section 21, Township 1 North, Range 13 West, more particularly described as follows: i \, / minutes 10 \ --Right-of-Way // Commencing at a found 1 pipe at the center of said Section 21 North 87 degrees 22 m' t leavingsaidRightid RofhWayFSou-Wath515tdegreesg04eminus 56esn04eseconds 6West n35.56s 48 seconds West 5feetPlaza vtoea pointon thence \ \ / the East Right -of -Way of Colonel Glenn Plaza Loop: thence South 64 degrees 15 minutes 49 �,� \ \-i / \ seconds West 60.00 feet to a point on the West Right -of -Way of Colonel Glenn Plaza Loop \ / which is also the point of beginning; thence along said West Right -of -Way the following courses and distances: South 25 degrees 46 minutes 05 seconds East 153.51 feet; thence along a curve to \ \ / the right 212.62 feet having a radius of 569.77 feet and a chord bearing and distance of South 15 A= -15.92' degrees 02 minutes 45 seconds East 211.39 feet; thence South 02 degrees 22 minutes 19 seconds 2 2 \ N1❑°58'29"E West 159.24 feet; thence South 02 degrees 41 minutes 58 seconds West 43.45 feet; thence along - �" / \ / ' a curve to the right 145.93 feet having a radius 183.96 feet and a chord bearing and distance of LC=68,84 �� South 25 degrees 10 minutes 06 seconds West 142.13 feet; thence along a curve to the right // R=5❑.❑❑ 132.65 feet having a radius of 171.61 feet and a chord bearing and distance of South 70 degrees 02 minutes 20 seconds West 129.38 feet; thence North 87 degrees 49 minutes 00 seconds West s • 2. ]) / 325.19 feet: thence along a curve to the right 270.56 feet having a radius of 170.00 feet and a 6 \ PLAY / chord bearing and distance of North 42 degrees 13 minutes 24 seconds West 242.89 feet; thence North 03 degrees 22 minutes 12 seconds East 73.88 feet; thence along a curve to the right 70.53 feet having a radius of 170.00 feet and a chord bearing and distance of North 15 degrees 15 / minutes 19 seconds East 70.02 feet; thence North 27 degrees 08 minutes 25 seconds East 633.80 a : / feet: thence along a curve to the right 75.92 feet having a radius of 50 feet and a chord bearing } / and distance of North 70 degrees 36 minutes 27 seconds East 68.84 feet; thence South 65 S650 51 32"E degrees 51 minutes 32 seconds East 12.04 feet; thence along a curve to the right 158.00 feet 12.04' 59 seconds East 155.43 feet; thence South 29 degrees 59 minutes 55 seconds East 108.12 feet to having a radius of 252.50 feet and a chord bearing and distance of South 47 degrees 55 minutes \ f / �I .. ... / the point of beginning containing 10.290 acre more or less. ..: 7 ° - - FalD.19; `�..Z�� o S29059'55"E o INV\4os.z \ _\ - \ , . y S64 1 W 108.12' a r- r6 \ ` TNN \. /BOWMAN PLAZA DRIVE =1 2.55' ,; ,....� \ \ - '� \ \ \ S:N(G / •. L 5C1' RIGHT OF WAY - 3.' A-93HAI T j -ry D°❑2'2❑"W �\ \ �:\ 5 B ::....N� 1 °04 "E r?LANE k/ n IFIm ASRA It CDU_Er R - PROPOSED LOTS S0.°41'1187W------- - - --- GLENN RATE CRDSSIW-6 SSMH 2.= ACRES 43.45' PIM 40.1 42' CruRe w IM q;s \ / EiBdN RIDGE CROSSINGS, LLC LOT 2 ZONED C-3 EA ENN RATE CROSSINLf E$NEI2AL COMMERCIAL DISTRICT 2,D23 ACRES NE 1/4, SW I/4 GLENN RALE CROSSING6, LLC - ZONED C-4 iGENERAL COMMERCIAL DISTRICT': NN V4. SE i/4, RON ZI, T -I -N, 4L�.S5' ((JV.40❑.DS' s25- '05"E 153.51' - ; N59°56'48"E- !� 54.0$• A 212 fit � S15°C]2'45"E Lr -=211.59' °a R=569.79' CERTIFICATE OF PREUMINAKY ENGINEERING ACCURACY I. Robert D. Holloway hereby certify that this plat correctly represents a plan made by ne and that the engineering requirements of the Little Rock Subdivision Rules and Regulations have been complied with. Date of Execution ROBERT D. HOLLOWAY REGISTERED PROFESSIONAL ENGINEER NO. 2335, ARKANSAS CERTIFICATE OF PREUMINAKY SURVEYING ACCURACY I. Robert D. Holloway, hereby certify that this plat correctly represents a boundary survey made by me and boundary markers shown hereon actually exist and their locations, type and material are correctly shown. \ Date of Execution ROBERT D. HOLLOWAY REGISTERED LAND SURVEYOR \ NO. 83, ARKANSAS \v4, N8165.79' c, I, ��ll � FLOOD STATEMENT: F.1"PIPE GRAPHIC PLOTTING OF THE INFORMATION SHOWN ON FLOOD INSURANCE RATE MAP CEN'1 OF NO. 11501810084 F. DATED OCTOBER 19, 2001, INDICATES THAT THE PROPERTY SHOWN HEREON SEMON21 LIES WITHIN ZONE X AND IS NOT WITHIN A SPECIAL FLOOD HAZARD AREA. T -1-N, R -13-W, SURVEY CODE Z ` �n - 1 LR.PUL.CO•� 500 -DIN -13W -0-21-4213-60-083I 500 -131N -134-0-21-S20-611-083 ti 4J C) 2: u a / CU p7 - \ C oOjti p•, CU \ LCI -- - / CJ7 . . Oa \ ti m J .-y ti - PROPOSED LOTS S0.°41'1187W------- - - --- GLENN RATE CRDSSIW-6 SSMH 2.= ACRES 43.45' PIM 40.1 42' CruRe w IM q;s \ / EiBdN RIDGE CROSSINGS, LLC LOT 2 ZONED C-3 EA ENN RATE CROSSINLf E$NEI2AL COMMERCIAL DISTRICT 2,D23 ACRES NE 1/4, SW I/4 GLENN RALE CROSSING6, LLC - ZONED C-4 iGENERAL COMMERCIAL DISTRICT': NN V4. SE i/4, RON ZI, T -I -N, 4L�.S5' ((JV.40❑.DS' s25- '05"E 153.51' - ; N59°56'48"E- !� 54.0$• A 212 fit � S15°C]2'45"E Lr -=211.59' °a R=569.79' CERTIFICATE OF PREUMINAKY ENGINEERING ACCURACY I. Robert D. Holloway hereby certify that this plat correctly represents a plan made by ne and that the engineering requirements of the Little Rock Subdivision Rules and Regulations have been complied with. Date of Execution ROBERT D. HOLLOWAY REGISTERED PROFESSIONAL ENGINEER NO. 2335, ARKANSAS CERTIFICATE OF PREUMINAKY SURVEYING ACCURACY I. Robert D. Holloway, hereby certify that this plat correctly represents a boundary survey made by me and boundary markers shown hereon actually exist and their locations, type and material are correctly shown. \ Date of Execution ROBERT D. HOLLOWAY REGISTERED LAND SURVEYOR \ NO. 83, ARKANSAS \v4, N8165.79' c, I, ��ll � FLOOD STATEMENT: F.1"PIPE GRAPHIC PLOTTING OF THE INFORMATION SHOWN ON FLOOD INSURANCE RATE MAP CEN'1 OF NO. 11501810084 F. DATED OCTOBER 19, 2001, INDICATES THAT THE PROPERTY SHOWN HEREON SEMON21 LIES WITHIN ZONE X AND IS NOT WITHIN A SPECIAL FLOOD HAZARD AREA. T -1-N, R -13-W, SURVEY CODE Z ` �n - 1 LR.PUL.CO•� 500 -DIN -13W -0-21-4213-60-083I 500 -131N -134-0-21-S20-611-083 L mlt oO�U S. J oUY Vv S ,,0A3 O V VJ S e. 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