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HomeMy WebLinkAboutZ-9211 Map 2LEGEND $ water valve -5- fire hydrant water meter rpz electric transformer electric box _© fiber-optic sign ® gas meter ® buried gas marker power pole _. -� guy wire light pole v� ground light $ bollard pole o sanitary sewer manhole sewer or drain clean -outs Q telephone riser At telephone sign Q cable riser junction box drainage -{T curb inlet -drainage Ea grate inlet -drainage i rep reinforced concrete pipe cmp corrugated metal pipe 4 sign _ handicap parking H.C. handicap romp concrete fence - - overhead power - (ug) underground electric (ug) underground gas (ug) underground fiber optic (ug) underground telephone (ug) underground water (ug) underground sewer SIP- SET 1/2" IRON PIN W/ CAP W/D 1281 9 5t; 0 50 Scale 1 " = 50 ft ' 6 . FND. 1RON PIP FJ o ;' 4 e Z ' a f w . s L'� r co Z � I F P` f 150 n as._5�} t f, 17 - I FN➢, IRON PIN NOTES: 1. ADDRESS OF PROPERTY: UNASSIGNED 2. BASIS OF BEARINGS: SURVEY BY JOE WHITE, DATED B-13-1991 3. AREA OF PROPERTY: 435,663 SQ. FT. OR 10.0014 ACRES +/- 4. NO PORTION OF THIS PROPERTY IS LOCATED WITHIN THE 100 YEAR FLOOD BOUNDARY (ZONE AE) AS SHOWN ON THE FLOODWAY, FLOOD BOUNDARY AND FLOOD INSURANCE WORK MAP FOR PULASKI COUNTY, ARKANSAS. (FIRM COMMUNITY PANEL III 05119CO315G, JULY 6, 2015) 5. ZONING OF PROPERTY: R-2 (SINGLE FAMILY) 6. UTILITIES ARE SHOWN PER OBSERVED EVIDENCE TOGETHER WITH EVIDENCE FROM PLANS OBTAINED FROM UTILITY COMPANIES. HOWEVER, LACKING EXCAVATION, THE EXACT LOCATION OF UNDERGROUND FEATURES CANNOT BE ACCURATELY, COMPLETEY, AND RELIABLY DEPICTED. LEGAL DESCRIPTION (TITLE COMMITMENT NO. 101-160832-JC) Part of Section 15, Township 2 North, Range 14 West, City of Little Rock, Pulaski County, Arkansas, more particularly described as: Starting at the Southeast comer of the SE1/4 NW1/4, Section 15, T-2-N, R-14-W, Pulaski County, Arkansas; thence North Ot degrees 19 minutes 02 seconds West 22.42 feet to a point on the South right-of-way line of Arkansas State Highway No. 10; thence North 79 degrees 06 minutes 13 seconds West along said South right-of-way line 96.69 feet to a point; thence North 78 degrees 52 minutes 13 seconds West and continuing along said south right-of-way line 166.99 feet to a point on the centerline of Chanel Parkway; thence South 01 degrees 24 minutes 57 seconds West along said centerline, 10.38 feet to a point; thence Southerly along said centerline and the arc of a 1432.39 foot radius curve to the left having a chord bearing and distance of South 02 degrees 01 minutes 15 seconds East, 171.36 feet to a point; thence South 05 degrees 27 minutes E along said centerline 785.60 feet to a point; thence Southeasterly along said centerline and the arc of a 1145.92 foot radius curve to the left, having a chord bearing and distance of South 36 degrees 59 minutes 56 seconds E, 1199.15 feet to a point, said point being P. T. Station 22+45.44 of Chenal Parkway; thence South 21 degrees 27 minutes 08 seconds West 80.0 feet to an iron pin marking the West right-of-way line of Chenal Parkway, the point of beginning of the property described herein; thence South 68 degrees 32 minutes 52 seconds East along said West right-of-way line, 163.52 feet to a 1/2 inch iron pin on the West right-of-way line of an Arkansas Power and Light Easement (100 foot ROW); thence South 13 degrees 19 minutes 12 seconds East along said West AP&L right-of-way line, 262.57 feet to a 1/2 inch iron pin; thence South 56 degrees 12 minutes 09 seconds West 303.19 feet to a 1/2 inch iron pin; thence N 64 degrees 53 minutes 03 seconds West 781.52 feet to a 1/2 inch iron pin; thence North 08 degrees 15 minutes 01 seconds East 276.81 feet to a 1/2 inch iron pin; thence North 48 degrees 35 minutes 02 seconds East 334-93 feet to a 1/2 inch iron pin on the West right-of-way line of said Chenal Parkway; thence Southeasterly along said West right-of-way line and the arc of a 1205.92 foot radius curve to the left, having a chord bearing and distance of South 51 degrees 20 minutes 45 seconds E 415.91 feet to a 1/2 inch iron pin; thence South 28 degrees 43 minutes 27 seconds West along said right-of-way line, 20.0 feet to a 1/2 inch iron pin; thence Southeasterly along said West right-of-way line, and the arc of a 1225.92 foot radius curve to the left, having a chord bearing and distance of South 64 degrees 54 minutes 42 seconds East 155.49 feet to the point of beginning; also being Part of Lots 72, 73, 79, 80. 81, 88, 89. 90, 95 and 96 Moumelle Orchard Addition to the City of Little Rock, Arkansas which have been reduced back to acreage. i r,f FN➢. IRON PIN S W24'57' W 10.38' t� tiA , vroW' �oru W "-W � Ln m ico -7V to s ` CZ g� O. tri D 1 CII999 S6• \� \ \ \_ „ S 2e`40 CO--. W 2FHB. IRON PIN 19 97'/ e Gus " - POINT OF BEGINMlING FNTI IRON PIN • N � 6.99' 0 W 96.69, N Ol`W SE CORNER 22.422,42'' SE1/4 NW1/4 i SEC71ON 15 T-2-N, R-14-W - - rND. IRON PI Ct c F p y r-c -10-00 ACRES �1 [� Ti W LEGAL DESCRIPTION (MEASURED) w y 't "e,a -tZ436 e 06 i ' r' �rd T Y `L N yt A PART OF LOTS 72, 73, 79, 80, 81, 88, 89, 90, 95, AND 96, MAUMELLE ORCHARD ADDITION LOCATED IN SECTION 15, T-2-N, R-14-W, PULASKI COUNTY, ARKANSAS, MORE PARTICULARLY DESCRIBED AS COMMENCING AT THE SOUTHEAST CORNER OF THE SE1/4 NW1/4 OF SECTION 15, T-2-N, R-14-W, PULASKI COUNTY, ARKANSAS; THENCE N01'19'02"W, A DISTANCE OF 22.42 FEET TO A POINT ON THE SOUTH RIGHT-OF-WAY LINE OF ARKANSAS STATE HIGHWAY NO. 10; THENCE N79'06'13"W, ALONG SAID SOUTH RIGHT-OF-WAY LINE, A DISTANCE OF 96-69 FEET; THENCE N78'52'13"W, ALONG SAID SOUTH RIGHT-OF-WAY LINE, A DISTANCE OF 166.99 FEET TO A POINT ON THE CENTERLINE OF CHENAL PARKWAY; THENCE S01'24'57'W, ALONG SAID CENTERLINE, A DISTANCE OF 10.38 FEET; THENCE CONTINUE ALONG SAID CENTERLINE FOLLOWING A 1432.39 FOOT RADIUS CURVE TO THE LEFT, HAVING A CHORD BEARING AND DISTANCE OF S0701'15"E, 171.36 FEET; THENCE S0527'00"E, ALONG SAID CENTERLINE, A DISTANCE OF 785.60 FEET; THENCE CONTINUE ALONG SAID CENTERLINE FOLLOWING A 1145.92 FOOT RADIUS CURVE TO THE LEFT, HAVING A CHORD BEARING AND DISTANCE OF S36-59'56"E, 1199.15 FEET; THENCE S21'27'08'W, A DISTANCE OF 80.00 FEET TO A POINT ON THE WESTERLY RIGHT-OF-WAY LINE OF CHENAL PARKWAY, SAID POINT BEING THE POINT OF BEGINNING; THENCE S68'36'21"E, ALONG SAID WESTERLY RIGHT-OF-WAY LINE, A DISTANCE OF 163.54 FEET TO A POINT ON THE WESTERLY RIGHT-OF-WAY LINE OF AN ARKANSAS POWER & LIGHT EASEMENT (100' ROW); THENCE S13'20'00"E, ALONG SAID WESTERLY AP&L RIGHT-OF-WAY LINE, A DISTANCE OF 262.60 FEET; THENCE S56'11'18"W, A DISTANCE OF 303.45 FEET; THENCE N64'53'03'W, A DISTANCE OF 781.47 FEET; THENCE N08'15'15"E, A DISTANCE OF 276.43 FEET; THENCE N48'31'30'E, A DISTANCE OF 335.18 FEET TO A POINT ON THE SAID WESTERLY RIGHT-OF-WAY LINE OF CHENAI_ PARKWAY; THENCE ALONG SAID WESTERLY RIGHT-OF-WAY LINE FOLLOWING A 1205.92 FOOT RADIUS CURVE TO LEFT, HAVING A CHORD BEARING AND DISTANCE OF S51'21'20"E, 415.94 FEET; THENCE CONTINUE ALONG SAID WESTERLY RIGHT-OF-WAY LINE S28-40'26"W, A DISTANCE OF 19.97 FEET; THENCE CONTINUE ALONG SAID WESTERLY RIGHT-OF-WAY LINE FOLLOWING A 1225.92 FOOT RADIUS CURVE TO THE LEFT, HAVING A CHORD BEARING AND DISTANCE OF S64!54'21 "E, 155.46 FEET TO THE POINT OF BEGINNING. CONTAINING 10.00 ACRES MORE OR LESS. 4 , J e c a-b rl Inde�a Bedrooms Is 2R 439' Eleva#ion-Level3 36 11 428' Elevation- Level 2 36 11 417' Elevation- Level 1 35 1t 406' Elevation 395' Elevation Total per type 107 33 Grand Total 140 Total units Parking Garage Surface/non-covered 74 Surface/carports 18 Total 92 Guest & Employees 26 Active Is 2.s 3e I Oo f l evel 3 18 6 4 (Level2 18 6 4 i duel 1 15 4 Basement 51 18 12 81 RM 'c VICINITY MAP d NITS 76 12.4 14 214 I HEREBY CERTIFY THAT I HAVE SURVEYED THE PROPERTY SHOWN AND DESCRIBED HEREON. PROPERTY LINES ARE LOCATED IN ACCORDANCE WITH ESTABLISHED PROPERTY LINES. THERE ARE NO APPARENT ENCROACHMENTS EXCEPT AS SHOWN. Daniel W. Havner, PLS #1542 AR ` OF ALIT' a. (� � n/, , \\��\\\\\11��T /i/i, ,,t,pNUt4ryry4�l/Bf`''. \\\\\ a,,;i"1`Teuir4,1e 'k��\.+'� '•.,}//93 STATE CIF _ '`� " ARKANSAS ! ti = WHITE-DATERS - �` _ w ' & ASSOCIATES = O c - S NO 1542 t?� INC. REED MAR 2 0 2017 ® WHIT- DA TERS & ASSOCIA TES, INC. a CIVIL ENGINEERING-, LAND PLANNING & DEVELOPMENT, SURVEYING 24 RAHLJNG CIRCLE LITTLE ROCK, ARKANSAS 72223 PH. 501-821-1667 FAX. 501-821-1668 uNliftttu\\� BY: .............................. PLANNED DEVELOPMENT - RESIDENTIAL Revised Nedeed THE ` �` E '" r -REST Data MAR. 20 2017 AT CHENAL I HW. I VWL s�,ete Sheet as Little Rock, Pulaski County, Arkansas Job No. 16-636J RM 'c VICINITY MAP d NITS 76 12.4 14 214 I HEREBY CERTIFY THAT I HAVE SURVEYED THE PROPERTY SHOWN AND DESCRIBED HEREON. PROPERTY LINES ARE LOCATED IN ACCORDANCE WITH ESTABLISHED PROPERTY LINES. THERE ARE NO APPARENT ENCROACHMENTS EXCEPT AS SHOWN. Daniel W. Havner, PLS #1542 AR ` OF ALIT' a. (� � n/, , \\��\\\\\11��T /i/i, ,,t,pNUt4ryry4�l/Bf`''. \\\\\ a,,;i"1`Teuir4,1e 'k��\.+'� '•.,}//93 STATE CIF _ '`� " ARKANSAS ! ti = WHITE-DATERS - �` _ w ' & ASSOCIATES = O c - S NO 1542 t?� INC. REED MAR 2 0 2017 ® WHIT- DA TERS & ASSOCIA TES, INC. a CIVIL ENGINEERING-, LAND PLANNING & DEVELOPMENT, SURVEYING 24 RAHLJNG CIRCLE LITTLE ROCK, ARKANSAS 72223 PH. 501-821-1667 FAX. 501-821-1668 uNliftttu\\� BY: .............................. PLANNED DEVELOPMENT - RESIDENTIAL Revised Nedeed THE ` �` E '" r -REST Data MAR. 20 2017 AT CHENAL I HW. I VWL s�,ete Sheet as Little Rock, Pulaski County, Arkansas Job No. 16-636J t?� INC. REED MAR 2 0 2017 ® WHIT- DA TERS & ASSOCIA TES, INC. a CIVIL ENGINEERING-, LAND PLANNING & DEVELOPMENT, SURVEYING 24 RAHLJNG CIRCLE LITTLE ROCK, ARKANSAS 72223 PH. 501-821-1667 FAX. 501-821-1668 uNliftttu\\� BY: .............................. PLANNED DEVELOPMENT - RESIDENTIAL Revised Nedeed THE ` �` E '" r -REST Data MAR. 20 2017 AT CHENAL I HW. I VWL s�,ete Sheet as Little Rock, Pulaski County, Arkansas Job No. 16-636J