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HomeMy WebLinkAboutZ-7530 Map 3CUT SLOPE ----- 20 _ 10' MV41 SEGEMENTAL BLOCK RETAINING WALLS OR CUT SLOPE / SET 1/2" IRON PIN / E 400 N695gp� i� 5EQ, PROPOSED SEWER MAIN EXTENSION 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 SOU47'33"N 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 N2253'58"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) N2701'02"W, 1424.40 FT.; (5) NORTHWESTERLY ALONG THE ARC OF A 2864.79 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF N4627'08"W, 2370.08 FT-; (6) N7953 -147W. 595.81 FT.; (7) NORTHWESTERLY ALONG THE ARC OF A 1432.39 FT. RADIUS CURVE TO 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 AND THE POINT 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 S19'01'4154, 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 S8738'30"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) UOMR1 /F / J,N FND. 1/2" IRON PIN R2984 CDS19'018711111 i LC2 9.74' LANDSCAPING (TYPICAL) - ` / \ UNDISTURBED / Q I -� / Q lroinaQe/Utility Esmt. SIDEWALK R1501.01' RENAL - - - - - VALLEY -`--1_ -, D � 11 ------- RIVE -__ � l / If If l / f / LEGAL DESCRIPTION (PARCEL B) BASED ON ARKANSAS PART OF THE SW1/4 OF SECTION 23, T -2-N, R -14-W, PULASKI COUNTY, ARKANSAS I 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 I ALONG SAID CENTERLINE OF CHENAL PARKWAY THE FOLLOWING: (1) NORTHWESTERLY ALONG/ z ao THE ARC OFA 2864.79 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE o OF N22'53'58"W, 873.62 FT.; (2) N31'40'08"W, 2164.01 FT.; (3) NORTHWESTERLY j ALONG THE ARC OF A 5729.58 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND I Z n DISTANCE OF N2650'38'W, 964.00 FT.; (4) N22'01'02"W, 1424.40 FT.; (5)0 o 0, NORTHWESTERLY ALONG THE ARC OF A 2864.79 FT. RADIUS CURVE TO THE LEFT, A w CO CHORD BEARING AND DISTANCE OF N46'27'O8"W, 2370.08 FT.; (6) N70'53'14 W, 0=Z 595.81 FT.; (7) NORTHWESTERLY ALONG THE ARC OF A 1432.39 FT. RADIUS CURVE TO I z of z c N DISTANCE OF 1"W 1832 74 FT (8) Lou THE RIGHEA T, A CHORD BRING A D N31 06 5 N08'39'26"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 S89'38'28"W, 677.09 FT. TO A POINT ON THE NORTH RIGHT-OF-WAY OF CHENAL VALLEY DRIVE AND THE POINT OF BEGINNING; THENCE N11 -29'237W, 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 N78'37'307E 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 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. I M. White, PLS #1281 AR a LU w o m=o v 7 I' 2O O p� W c[u'o W O z 50 0 50 Scale 1" = 50 ft Ark, Stote Hwy. 10 Northfield DriVe C15 Q1 150 This Project 27 reo _. C �\Jd JoUe Drwe - Gr¢�o\ m� �4 Denny Ry d K�^j5 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-way 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 stamped 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 Horco Construction Contact: Chuck Harper (791-0055) 2. Number of Employee: 18 Employees (Daytime), 9 Employees (at Night) PLANNED RESIDENTIAL DEVELOPMENT ©Wkff FOX RIDGE AT CHENAL a CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING 0 24 RAHLING CIRCLE LITTLE ROCK, ARKANSAS 72223 Survey By: Drawn By: Checked By: Approved By: LITTLE ROCK, ARKANSAS Revised 11-14-03 Date 10-20-03 Hor. I Vert. Scale 1'=50' Sheet of Job No. 03-0588