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HomeMy WebLinkAboutZ-7530 Map 5CUT SLOPE D. 1/27 IRON PIN 10 WALLS SEGEMENTAL BLOCK RETAINING WALLS 1/2" IRON PIN GO � II / T OF BgGINNING 1/2" IRON PIN i R2984.6' CDS 19°01- "8"W LC2 9.74' II LANDSCAPING (TYPICAL) tT LANDSCAPING (TYPICAL) LANDSCAPING(TYPICAL) -` �y \ / A•' / / -- f l o60 - � LANDSCAPING Bidg bock Le � � 25' 5e_ Line T5' LANDSCASING Drainage/Utility Esmt. / ��- (TYPICAL) � l _ - .` ,,• y- 30•WA ROHp !r'- 36STiFB R1501.01' PROPOSED SEWER //V CDS8T38'287W MAIN EXTENSION C� " LC677.09 L-------------------- NA _VAL E�, D-- �� CRE'' -- �r ) c - _ LEGAL DESCRIPTION PART OF THE SW1/4 OF SECTION 23, T -2-N, R -14-W, PULASKI COUNTY, ARKANSAS / �P MORE PARTICULARLY DESCRIBED AS: STARTING AT THE CENTER OF SECTION 36, T -2-N, R -14-W; THENCE S00'47'33"W `f ) ALONG THE NORTH -SOUTH CENTERLINE OF SAID SECTION 36, 1021.60 FT. TO A POINT \ 8 / ON THE CENTERLINE OF CHENAL PARKWAY; THENCE NORTHWESTERLY AND NORTHERLY �I r( / 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. NO PORTION OF THIS PROPERTY IS LOCATED WITHIN THE 100 YEAR FLOOD BOUNDARY AS SHOWN ON THE FLOODWAY, FLOOD BOUNDARY AND FLOOD INSURANCE WORK MAP FOR PULASKI COUNTY, ARKANSAS. Paul M. White, PLS #1281 AR FND. 1/2" IRON ALONG SAID CENTERLINE OF CHENAL PARKWAY THE FOLLOWING: (1) NORTHWESTERLY ALONG THE ARC OF A 2864.79 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF N2753'58"W, 873.62 FT.; (2) N31'40'08"W, 2164.01 FT.; (3) NORTHWESTERLY ALONG THE ARC OF A 5729.58 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF N26'50'387W 964 00 FT • (4) N2ZO1'02"W 1424 40 FT • (5) NORTHWESTERLY ALONG THE ARC OF A 2864.79 FT. RADIUS CURVE TO THE LEFT, A I CHORD BEARING AND DISTANCE OF N46'27'08"W, 2370.08 FT.; (6) N70'53'147W, 595.81 THE RIGHT, A CH CHORD BEARINGLANDLONG THE ARC OF A DISTANCE OF N31 -06'51"W, 1 2 3 RADS CURVE TO N0939'26"E, 580.23 FT. AND (9) NORTHEASTERLY ALONG THE ARC OF A 2864.79 FT. J I l RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF N15'10'49"E, I/ 650 72 FT THENCE N6617'57"W DEPARTING SAID CENTERLINE 120 00 FT TO I It 40 0 40 Scale 1" = 40 ft Ark. Stote HWY, 10 Northfield Drwe 120 "Q This Project I 24 i 26 25 27 9�14 Drwe pUe Cres°t 35 36 q DPn^y Ry i ti4�y s Rd Vicinity Map N.T.S. GENERAL NOTES 1. All site lighting will be low-level and directed away from adjacent property. 2. Building Height not to exceed 35'. 3. Development will utilize City Garbage pick-up. 4. The project will be developed in one phase. 5. This project will not be enclosed with fencing. 6. Proposed enclosed dumpster locations are as shown. 7. There will not be an on-site manager. 8. Townsend Street is currently under construction. 9. All handicap ramps within the ROW will meet ADA standards. 10. All driveway aprons shall meet City Ordinance. 11. NPDES and grading permits are required prior to construction. 12. Stormwater detention will be provided. 13. Easements for public storm drainage will be provided. 14. Plans for all work in the right-of-way shall be submitted for approval prior to start of work. 15. Prior to construction obtain barricade permit for work done within right-of-way. 16. Developer shall prepare a letter of pending development addressing street lights. 17. Striping and signage plans shall be submitted to Traffic Engineering for approval. 18. Any damages to curb, gutter or sidewalk in the right-of-way will be repaired or replaced. 19. There will be an on-site manager. 20. An irrigation system to water landscaped areas will be provided. 21. Landscape plans stamped with seal of a Registered Landscape Architect will be provided prior to obtaining a building permit. SYNOPSIS TOTAL AREA 7.38 Acres TOTAL UNITS = 216 Units DENSITY = 16.0 UNIT/ACRE PARKING SPACES REQUIRED = 50 SPACES PARKING SPACES = 51 SPACES HC PARKING SPACES = 3 SPACES TOTAL SPACES PROVIDED = 54 SPACES A POINT ON THE WEST RIGHT-OF-WAY LINE OF SAID CHENAL PARKWAY AND THE POINT GENERAL NOTES OF BEGINNING; THENCE SOUTHWESTERLY ALONG SAID WEST RIGHT-OF-WAY LINE BEING THE ARC OF A 2984.79 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF S1901'48"W, 279.74 FT. TO A POINT ON THE NORTH RIGHT-OF-WAY LINE OF CHENAL VALLEY DRIVE; THENCE WESTERLY ALONG SAID NORTH RIGHT-OF-WAY LINE BEING THE ARC OF A 1501.01 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF S89'38'28"W, 677.09 FT.; THENCE N11'29'23' W, 444.84 FT.; THENCE S82'38'30"E, 577.25 FT.; THENCE N69'53'03"E, 400.86 FT. TO A POINT ON THE SAID WEST RIGHT-OF-WAY LINE OF CHENAL PARKWAY; THENCE S21'42'03"W ALONG SAID WEST RIGHT-OF-WAY LINE, 248.80 FT. TO THE POINT OF BEGINNING, CONTAINING 7.3794 ACRES MORE OR LESS. (BEARINGS BASED ON ARKANSAS STATE PLANE COORDINATES -NORTH ZONE) (CONTOURS WERE TAKEN FROM PAGIS MAPS) 1. Owner/Developer: Saline Investment Group c/o Harco Construction Contact: Chuck Harper (791-0055) 2. Number of Employee: 18 Employees (Daytime), 9 employees at (Night) ' 2 ` 3. Variances: I PLANNED RESIDENTIAL DEVELOPMENT © WVR=E-DA=W & ASA'70(=4 FOX RIDGE AT CRENAE CML ENGINEERING, LAND PLANNING & DMLOPMENT, SURVEYING 0 24 RAHLING CIRCLE LITTLE ROCK, ARKANSAS 72223 I Survey By: I Drewu By: I Checked Dy: I Approved By: I LITTLE ROCK, ARKANSAS Revised Date 10-20-03 Scale Hor.IT Vert. Sheet of Job No. 03-0588