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Home My WebLink AboutZ-7530 Map 2E PROPOSED SEWER MAIN EXTENSION CUT SLOPE LEGAL DESCRIPTION (PARCEL A) PART OF THE SW1/4 OF SECTION 23, T -2-N, R -14-W, PULASKI COUNTY, ARKANSAS MORE PARTICULARLY DESCRIBED AS: -- - STARTING AT THE CENTER OF SECTION 36, T -2-N, R -14-W; THENCE 500'47'33W ALONG THE NORTH -SOUTH CENTERLINE OF SAID SECTION 36, 1021.60 FT. TO A POINT ON THE CENTERLINE OF CHENAL PARKWAY; THENCE NORTHWESTERLY AND NORTHERLY 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 N22'53'58"W, 873.62 FT.; (2) N31'40'087W, 2164.01 FT.; (3) NORTHWESTERLY ALONG THE ARC OF A 5729.58 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF N26'50'38"W, 964.00 FT.; (4) N22'01'02"W, 1424.40 FT.; (5) NORTHWESTERLY ALONG THE ARC OF A 2864.79 FT. RADIUS CURVE TO THE LEFT, A D8 FT.; 6 N70'53'1 4" W ' T "W 2370.. N OF N46 2 08 ) CHORD BEARING AND DISTANCE URvE TO 595.81 FT.; (7) NORTHWESTERLY ALONG THE ARC OFA 1432.39 FT. RADIUS C THE RIGHT, A CHORD BEARING AND DISTANCE OF N31'06'51"W, 1832.74 FT.; (8) N0939'26"E, 580.23 FT. AND (9) NORTHEASTERLY ALONG THE ARC OF A 2864.79 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF N15'10'49"E, 650.72 FT.; THENCE N68'17'57'W DEPARTING SAID CENTERLINE, 120.00 FT. TO A POINT ON THE WEST RIGHT-OF-WAY LINE OF SAID CHENAL PARKWAY AND THE POINT OF BEGINNING; THENCE SOUTHWESTERLY ALONG SAID WEST RIGHT-OF-WAY LINE BEING THE ARC CF A 2984.79 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF S19'01'48"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) 1c1 ccrrAicAlrel PI 00V PF7AI 0A r wel l a LEGAL DESCRIPTION (PARCEL B) `SET 1/2" IRON PIN / / D 3 k o01vT GF $gG1NN1 G (Al �FIND. 1/2" IRON PIN S� ,zp00, ,w / l FND. 1/2" IRON PIN R2984 79' CDS 19'018" W LC2 9.74' LANDSCAPING (TYPICAL) Irainage/Utility Esmt. EXIST SIDEWALK _- ` � Roy13 CDS89'3828 W__- - _ LC677.09' - �H �� l \ --------------ENAL VALLEY DRIVE I 1 / / PART OF THE SW1/4 OF SECTION 23, T -2-N, R -14-W, PULASKI COUNTY, ARKANSAS MORE PARTICULARLY DESCRIBED AS: STARTING AT THE CENTER OF SECTION 36, T -2-N, R -14-W; THENCE S00'47'33"W ALONG THE NORTH -SOUTH CENTERLINE OF SAID SECTION 36, 1021.60 FT. TO A POINT ON THE CENTERLINE OF CHENAL PARKWAY; THENCE NORTHWESTERLY AND NORTHERLY 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 N22'53'58"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 N2650'38"W, 964.00 FT.; (4) N22'01'027W, 1424.40 FT.; (5) NORTHWESTERLY ALONG THE ARC OF A 2864.79 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF N46'27'08"W, 2370.08 FT.; (6) N70'53'14"W, NORTHWESTERLY ALONG THE 9 FT. RADIUS CURVE TO 595.81 FT.; 7 R ARC OF 1432 3 THE RIGHT, A CHORD BEARING AND DISTANCE OF N31'06'51"W, 1832.74 FT.; (8) NOS'39'26"E, 580.23 FT. AND (9) NORTHEASTERLY ALONG THE ARC OF A 2864.79 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF N15'10'49"E, 650.72 FT.; THENCE N68'17'57"W DEPARTING SAID CENTERLINE, 120.00 FT. TO A POINT ON THE WEST RIGHT-OF-WAY LINE OF SAID CHENAL PARKWAY; 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 S19'01'48"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 S8938'28"W, 677.09 FT. TO A POINT ON THE NORTH RIGHT-OF-WAY OF CHENAL VALLEY DRIVE AND THE POINT OF BEGINNING; THENCE N11'29'23 W, 444.84 FT.; THENCE N82&'30"W 190.20'; THENCE S11'29'23"E, 520.93 FT. TO A POINT ON THE SAID NORTH RIGHT-OF-WAY OF CHENAL VALLEY DRIVE; THENCE N78'37'30"E 179.97 FT. ALONG SAID NORTH RIGHT-OF-WAY OF CHENAL VALLEY DRIVE; THENCE N11'22'30"E, 15.00 FT. TO THE POINT OF BEGINNING, CONTAINING 2.0262 ACRES MORE OR LESS. (BEARINGS BASED ON ARKANSAS STATE PLANE COORDINATES -NORTH ZONE) (CONTOURS WERE TAKEN FROM PAGIS MAPS) / I / I I / Z I 0o v CNO o oCD y U Iw� 0?z 5: 1, sw Z U Q O ui o w 0 0 Y I HEREBY CERTIFY THAT I HAVE SURVEYED THE PROPERTY SHOWN AND mi 0 U z v g DESCRIBED HEREON. PROPERTY LINES ARE LOCATED IN ACCORDANCE WITH ¢ �l o ESTABLISHED PROPERTY LINES. THERE ARE NO APPARENT ENCROACHMENTS SIF EXCEPT AS SHOWN. u_ ©z w m 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 50 0 50 Scale 1" = 50 ft 150 Ark, Stote Hwy. 10 Northfield DrIve C hP� e� This Project 27 c " - cre v, DrWe 'J vUe Cre�P\ n5 P7 0� 4 OPQ^Y Ry d Kv��s R 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 be an on-site manager. 8. All handicap ramps within the ROW will meet ADA standards. 9. All driveway aprons shall meet City Ordinance. 10. NPDES and grading permits are required prior to construction. 11. Stormwater detention will be provided. 12. Easements for public storm drainage will be provided. 13. Plans for all work in the right-of-woy shall be submitted for approval prior to start of work. 14. Prior to construction obtain barricade permit for work done within right-of-way. 15. Developer shall prepare a letter of pending development addressing street lights. 16. Striping and signage plans shall be submitted to Traffic Engineering for approval. 17. Any damages to curb, gutter or sidewalk in the right-of-way will be repaired or replaced. 18. An irrigation system to water landscaped areas will be provided. 19. Landscape plans stomped with seal of a Registered Landscape Architect will be provided prior to obtaining a building permit. SYNOPSIS TOTAL AREA = 9.41 Acres TOTAL UNITS = 130 Beds DENSITY = 14 Bed/Acre PARKING SPACES = 89 SPACES HC PARKING SPACES = 2 SPACES TOTAL SPACES PROVIDED = 91 SPACES GENERAL NOTES 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)