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Home My WebLink AboutZ-03292-G map1L 0 T 9R, HILL VALE ADDITION PLAT BK F, PG. 636 co -•••• �,� � --- -- I hlllllllll II � � C� rn ss nnh back cUrb - We Markham Street -------- ---- 3 m O 00 x bock curb M • R25.00' 61CDS43'55'26' EI CHENAL PARKWAY W. MARKHAM Z9PLAT W. MARKHAM M Li TH M STACY Z a VICINITY MAP r -woo' 24rc p 0" LC34 47'I -{ - sm 4 9.41 I, r N88'08'OYY✓ f1-45 48�Y` Dainagecy Utili Esmt �-- - - - - _ - 20r San: --Sewer Fsmt_ 6' High Wood Fence or Dense Evergreen Plantings along West PrODerty Line of Lot 1 6' High Wood Fence or Dense Evergreen Plantings along West Property Line of Lot 1 CERTIFICATE OF PRELIMINARY SURVEYING ACCURACY I, Paul M. White, hereby certify that this plat correctly represents a bound- ary survey made of verified by me that surveying requirments of the State of Arkansas and City of Little Rock Sub- division Rules and Regulations have beer compiled with and a copy of said boundary has been duly filed for record in offices of the State Surveryor and the Pulaski County Circuit Clerk on 19_, in Plat Book_Page v``.. . I SPACES RETAIL - 4;775 SF = 16 � _r OFFICE - 9,775 SF = 24 o� N88 8'0 'YP 182. 8' SPACES HC PARKING SPACES = 11 SPACES TOTAL SPACES PROVIDED = 90 SPACES �� N8904'0 _ 1W O �_.. CERTIFICATE OF PRELIMINARY PLAT APPROVAL All requirements of the Little Rock �GIS7'E" � '' Subdivision Rules and Regulations " • 4.••••'•'...... d relative to the preparation and ;• STATNS •., submittal of a preliminary plat having NO 12815 `: been fulfilled, approval of this plat is hereby granted, subject to further O provision of said Rules and Regulations SIGNATL t This certificate shall expire. Date of Execution Paul M. White, Registered Land Surveryor No. 1281, Arkansas CERTIFICATE OF PRELIMINARY /` St ENGINEERING_ ACCURACY ,�� Alirat�c:, ;. } R R I, Timothy E. Daters, hereby certify REG I S T E K ti: that this plat correctly represents a PR 0 FES S I0 X .'a plat made by me, and that engineers ENGINE En requirements of the Little Rock 'A Y Subdivision Rules and Regulations have-`� No 5033 4'' have been compiled with. e�T '\� ra �yy E �e.Y.:srir Date of Execution Timothy E. Daters Registered Professional Engineer No. 5033, Arkansas GENERAL NOTES: . 1. 1/2" IRON PINS WERE SET AT ALL LOT CORNERS 2. ALL EASEMENTS SHOWN - - - ARE TO BE USED FOR DRAINAGE AND/OR UTILITIES. 3. LOTS WITH ROUNDED CORNERS ARE MEASURED TO A POINT OF INTERSECTION OF LOT LINES AND NOT POINTS ON A CURVE. 4. DISTANCES SHOWN ALONG CURVES ARE CHORD DISTANCES. 5. ERROR OF CLOSURE: EXCEEDS 1:50,000 Date of Execution Planning Administrator OWNER OR DEVELOPER Date of Execution SB&G OF ARKANSAS, INC. by PAT BOYD #5 Shockleford Plaza Little Rock, AR 72211 Source of Tile Instrument No. 6. 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. D.R. Page 2000-048381 10° son. sewer I SWLKII & UTILITY ESUT _ I II� I I � I o i 11 1 • LOT 1, CHENAL BUSINESS ADDITION PLAT BK. E, PG. 51 General Notes: 1. Owner & Developer: SB&G of Arkansas, Inc. Contact: Pat Boyd #5 Shockleford Plaza Little Rock, Ar 72211 Phone: (501)225-6021 Source of Title: 2000-048381 2. Linear feet of Internal Streets: 0 Lf 3. Average Size of Lot: 68,612 SF 4. Number of Lots: 1 Lot 5. Applicable existing covenants: None 6. Source of Water Supply: CAW 7. Source of Wasterwater Disposal: LRWWU 8. Floodway / Floodplain: N/A 9. Municipal Boundaries: Inside Corporate City Limits 10, Phasing Plan: One Phase. 11. Any site lighting must be low level and directed away from residentially zoned property. 12. Hours of Operation: 7 am to 2 am. 13. Number of Employees: Dependent Upon Business 14. Pylon Sign with maximum size allowed by Ordinance. 15. Max Bldg Height shall not exceed 35 ft. LEGAL DESCRIPTION LOT 1, PARK WEST COMMONS, LITTLE ROCK, ARKANSAS PLAT BOOK F, PAGE 936 (INSTR. # 2000077936) CONTAINING 1.5751 ACRES, MORE OR LESS. 30 0 30 90 Scale 1" = 30 ft �lvl�L P$J� /-11 l ZONED PCD Public Works Notes: 1. NPDES and grading permits are required prior to construction. 2. Stormwater detention was constructed as part of the original projrct. 3. Plans of all work in right-of-way shall be submitted for approval prior to start of work. 4. Provide striping and signage plans as per ordinance for Traffic Engineering approval. 5. Prior to construction obtain barricade permit for work done within right-of-way. 6. Easements are for utilities and drainage where needed. 7. Average Lot Slope = 3% 8. Easements for proposed stormwater detention facilities are provided. 9. A grading permit per secs. 29-186(c) and (d) will be required with a building permit. SYNOPSIS TOTAL LAND AREA = 68,612 SF FIRST FLOOR AREA = 9,775 SF SECOND FLOOR AREA = 9,775 SF TOTAL BLDG AREA = 19,550 SF RESTAURANT - 5,000 SF = 50 SPACES RETAIL - 4;775 SF = 16 SPACES OFFICE - 9,775 SF = 24 o� PARKING SPACES REQUIRED = 90 SPACES PARKING SPACES = 87 SPACES HC PARKING SPACES = 3 SPACES TOTAL SPACES PROVIDED = 90 SPACES N8904'0 pN 1W O CERTIFICATE OF PRELIMINARY PLAT APPROVAL All requirements of the Little Rock �GIS7'E" � '' Subdivision Rules and Regulations " • 4.••••'•'...... d relative to the preparation and ;• STATNS •., submittal of a preliminary plat having NO 12815 `: been fulfilled, approval of this plat is hereby granted, subject to further O provision of said Rules and Regulations SIGNATL t This certificate shall expire. Date of Execution Paul M. White, Registered Land Surveryor No. 1281, Arkansas CERTIFICATE OF PRELIMINARY /` St ENGINEERING_ ACCURACY ,�� Alirat�c:, ;. } R R I, Timothy E. Daters, hereby certify REG I S T E K ti: that this plat correctly represents a PR 0 FES S I0 X .'a plat made by me, and that engineers ENGINE En requirements of the Little Rock 'A Y Subdivision Rules and Regulations have-`� No 5033 4'' have been compiled with. e�T '\� ra �yy E �e.Y.:srir Date of Execution Timothy E. Daters Registered Professional Engineer No. 5033, Arkansas GENERAL NOTES: . 1. 1/2" IRON PINS WERE SET AT ALL LOT CORNERS 2. ALL EASEMENTS SHOWN - - - ARE TO BE USED FOR DRAINAGE AND/OR UTILITIES. 3. LOTS WITH ROUNDED CORNERS ARE MEASURED TO A POINT OF INTERSECTION OF LOT LINES AND NOT POINTS ON A CURVE. 4. DISTANCES SHOWN ALONG CURVES ARE CHORD DISTANCES. 5. ERROR OF CLOSURE: EXCEEDS 1:50,000 Date of Execution Planning Administrator OWNER OR DEVELOPER Date of Execution SB&G OF ARKANSAS, INC. by PAT BOYD #5 Shockleford Plaza Little Rock, AR 72211 Source of Tile Instrument No. 6. 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. D.R. Page 2000-048381 10° son. sewer I SWLKII & UTILITY ESUT _ I II� I I � I o i 11 1 • LOT 1, CHENAL BUSINESS ADDITION PLAT BK. E, PG. 51 General Notes: 1. Owner & Developer: SB&G of Arkansas, Inc. Contact: Pat Boyd #5 Shockleford Plaza Little Rock, Ar 72211 Phone: (501)225-6021 Source of Title: 2000-048381 2. Linear feet of Internal Streets: 0 Lf 3. Average Size of Lot: 68,612 SF 4. Number of Lots: 1 Lot 5. Applicable existing covenants: None 6. Source of Water Supply: CAW 7. Source of Wasterwater Disposal: LRWWU 8. Floodway / Floodplain: N/A 9. Municipal Boundaries: Inside Corporate City Limits 10, Phasing Plan: One Phase. 11. Any site lighting must be low level and directed away from residentially zoned property. 12. Hours of Operation: 7 am to 2 am. 13. Number of Employees: Dependent Upon Business 14. Pylon Sign with maximum size allowed by Ordinance. 15. Max Bldg Height shall not exceed 35 ft. LEGAL DESCRIPTION LOT 1, PARK WEST COMMONS, LITTLE ROCK, ARKANSAS PLAT BOOK F, PAGE 936 (INSTR. # 2000077936) CONTAINING 1.5751 ACRES, MORE OR LESS. 30 0 30 90 Scale 1" = 30 ft �lvl�L P$J� /-11 l ZONED PCD Public Works Notes: 1. NPDES and grading permits are required prior to construction. 2. Stormwater detention was constructed as part of the original projrct. 3. Plans of all work in right-of-way shall be submitted for approval prior to start of work. 4. Provide striping and signage plans as per ordinance for Traffic Engineering approval. 5. Prior to construction obtain barricade permit for work done within right-of-way. 6. Easements are for utilities and drainage where needed. 7. Average Lot Slope = 3% 8. Easements for proposed stormwater detention facilities are provided. 9. A grading permit per secs. 29-186(c) and (d) will be required with a building permit. SYNOPSIS TOTAL LAND AREA = 68,612 SF FIRST FLOOR AREA = 9,775 SF SECOND FLOOR AREA = 9,775 SF TOTAL BLDG AREA = 19,550 SF RESTAURANT - 5,000 SF = 50 SPACES RETAIL - 4;775 SF = 16 SPACES OFFICE - 9,775 SF = 24 SPACES PARKING SPACES REQUIRED = 90 SPACES PARKING SPACES = 87 SPACES HC PARKING SPACES = 3 SPACES TOTAL SPACES PROVIDED = 90 SPACES PARKING RATIO - 4.60 SPACES PER 1,000 SF CHE V A L PLA Z714 LOT I REVISED PC LITTLE ROCK October 20 Rev: November ARKANSAS 2003 19, 2003 CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING 24 RAHLING CIRCLE LITTLE ROCK, ARKANSAS 72223 Job No. 03-0722 @1120 E00Z 90:62:Oi 1; ADN ani 1S3MHdVd\1S]M�dVd\E00E\:W