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HomeMy WebLinkAboutZ-7496 Map 2SPLIT -FACE BLOCK W/ NON -REFLECTIVE ROOF OR ADJUST BUILDINGS TO 50' OFF PROPERTY LINE BUILDINGS SHALL HAVE NO WINDOWS OR DOORS ON WESTERN WALL -i I '�I C O m I C) �i q 8" TALL OPAQUE SECURITY FENCE I i A=16.5 AC I r' BUILDINGS SHALL HAVE NO WINDOWS OR DOORS ON WESTERN WALL I SYNOPSIS: - I - il I EXIST MINI STORAGE L _ a _N89I19'2A7W did'KAI - - - - BLDG AREA USE AREA - 9.27 Acres STORAGE NON -STORAGE Undeveloped BLDG #1 Runoff Coefficient 0.33 9,600 RETAIL/OFFICE BLDG #2 11,700 8.5 MINI STORAGE BLDG #3 17,000 MINI STORAGE BLDG #4 13,950 MINI STORAGE BLDG #5 12,000 MINI STORAGE BLDG #6 14,500 2,000 MINI STORAGE/APT/OFFICE BLDG #7 9,000 MINI STORAGE BLDG #8 28,750 MINI STORAGE BLDG #9 15,000 MINI STORAGE BLDG #10 18,200 MINI STORAGE BLDG #11 14,400 MINI STORAGE BLDG #12 18,000 MINI STORAGE TOTAL 172,500 11,600 FACILITY BUILDINGS SHALL HAVE NO WINDOWS OR DOORS ON EASTERN WALL EXISTING POND TO BE FILLED A=25.77 AC 0100=142.2 CFS 8" TALL OPAQUE SECURITY FENCE 0 00 0 w 0 BUILDINGS SH) WINDOWS OR I EASTERN WALL HAVE NO RS ON PROPOSED DUMPSTER LOCATION W/ OPAQUE ENCLOSURE PROP LOT LINE EXISTING STRUCTURES TO BE REMOVED & -�� DISPOSED W,- MAX BY ORDINANCE 50 0 50 150 Scale 1" = 50 rt General Notes: 1. NPDES and grading permits are required prior to construction, site grading and drainage plan will need to be submitted and approved. 2. Stormwater detention ordinance applies to this property. 3. Plans of all work in right-of-way shall be submitted for approval by Public Works and AHTD prior to start of work. 4. Provide stripping and signage plans as per ordinance for the development, for Traffic Engineering approval. 5. Prior to construction obtain barricade permit for work done within right-of-way. 6. Average Lot Slope = Varies from 1% to 3% 7. Flood way/Flood plain - N/A 8. Any site lighting must be low level in intensity and directed away from residentially zoned properties. 9. Retail Hours of Operation: 7:00 am to 10:00 pm, 6 days a week Mini -Storage Hours of Operation: 24 hour access, 7 days a week 10. Development will hive an on-site manager. 11. Maximum Bulding Height of office/apartment will not exceed 35'. 12. Maximum Bulding Height of the mini -storages will not exceed 15'. Roof and building materials will consist of metal. 13. Boat, RV and Camper storage will not be allowed. 14. An irrigation system to water landscaped areas will be required. 15. Prior to a building permit being issued, it will be necessary to provide landscape plans stamped with the seal of a Registered Landscape Architect. GENERAL NOTES: Number of lots: 2 Existing Covenants: None Water: CAW Sanitary Sewer: LRWWU NOTES: (1) CONTOURS WERE TAKEN FROM PAGIS MAPS FURNISHED BY PULASKI COUNTY. (2) BOUNDARY INFORMATION TAKEN FROM SURVEY BY JAMES L. BUTLER DATED AUGUST 18, 2003. PRELIMINARY STORMWATER DETENTION CALCULATIONS FOR LOT 2 AREA - 9.27 Acres Average Slope - 2% Undeveloped Developed Runoff Coefficient 0.33 .90 Time of Concentration (min.) 10 5 25 Year Rainfall Intensity (in./hr.) 7.1 8.5 Differential Runoff Rate (R) = 0.90(8.5)-0.33(7.1) = 5.31 in./hr, Simplified Volume Formula Volume Required = R x A x Tc x 60 = 5.31 x9.27x5x60 = 14,767 cubic foot Volume Provided 36" CMP x 1790' = 12,655 cubic foot 48" CMP x 365' = 4,588 cubic foot 6' dia Inlets x 75' = 2,120 cubic foot = 19,363 cubic foot On -Site & Off -Site Release 25 Year Undeveloped Flow Acreage 25.77 Acres Runoff Coeffecient 0.33 Time of Concentration 20 min. 25 Year Rainfall Intensity 5.6 in./hr. Q = 0.33(5.6)(25.77) = 47.6 cfs Use 24" PE Pipe as Outlet 0=CxAx(2gh)1/2 Q = 0.6 x 3.14 x (2 x 32.2 x 5.0)1 �z = 33.8 cfs < 47.6 cfs LEGAL DESCRIPTIONS TRACT NO. 1 PART OF THE EAST 1/3 OF THE NW1/4 NW1/4 OF SECTION 8, T -1-S, R -13-W, PULASKI COUNTY, ARKANSAS, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST CORNER OF THE NW1/4 NW1/4 OF SAID SECTION 8; THENCE 500'05'08"E AND ALONG THE EAST UNE THEREOF, A DISTANCE OF 1088.16 FT. TO A POINT ON THE NORTH LINE OF THE LITTLE ROCK AND HOT SPRINGS HIGHWAY (NOW STAGECOACH ROAD); THENCE ALONG SAID NORTH LINE S5724'50"W, 101.39 FT.; THENCE LEAVING SAID NORTH LINE OF STAGECOACH ROAD, N18.16'37'W, 333.67 FT.; THENCE 565'51'31"W, 247.46 FT.; THENCE NORTH 921.40 FT. TO A POINT ON THE NORTH LINE OF SAID NW1/4 NW1/4; THENCE N89'12'26"E, 414.30 FT. TO THE POINT OF BEGINNING, CONTAINING 9.05 ACRES, MORE OR LESS. TRACT NO. 2 PART OF THE NEI/4 NW1/4 OF SECTION 8, T -1-S, R -13-W, PULASKI COUNTY, ARKANSAS BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT A FOUND IRON PIN FOR THE SOUTHWEST CORNER OF THE NE1/4 NW1/4 OF SAID SECTION 8; THENCE N00'05'OS"W AND ALONG THE WEST LINE OF SAID NE1/4 NW1/4, A DISTANCE OF 196.50 FT. TO A POINT IN THE CENTER OF THE LITTLE ROCK AND HOT SPRINGS HIGHWAY (NOW STAGECOACH ROAD) AND THE POINT OF BEGINNING; THENCE CONTINUING N00'05'05'W, 277.52 FT.; THENCE S3224'56E, 234.50 FT. TO A POINT IN THE CENTER OF SAID STAGECOACH ROAD; THENCE ALONG SAID CENTER, S5735'04"W, 148.42 FT. TO THE POINT OF BEGINNING, CONTAINING 0.40 ACRES, MORE OR LESS. 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 (jS� f bR 1 SURANCE WORK MAP FOR LITTLE ROCK, ARKANSAS. 0 STA'11',OF�d jFIRM Community Panel # 0501810041 F, dated Oct. 19, 2001) •°•STATE OF •'•... , ARKANSAS _..-NO. 1281 SIGNxru..0----- -------------------- tA M. White, PLS #1281 Ark For use and benefit of., SCOTT GIRNER LITTLE ROCK PLANNING COMIMISSION APPROVED SUBJECTTOTHE CONDITIONS AS NOTED iN THE�tl( N P?I'JU ' ECORD BY: TE: 13 PLANNED COMMERCIAL DEVELOPMENT © -jPAF923 dEr A22900M 9 ��o I LOCK &LOAD MINI -STORAGE CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING 0 24 RAHLING CIRCLE LITTLE ROCK, ARKANSAS 72223 Survev Bv: I Drawn BY: I Checked By: I Approved By: I LITTLE ROCK, ARKANSAS Revised Date 9-8-03 Hor. I Vert. Scale - 1"=50' Sheet of Job No. 03-0574 91e0 6002 6V:69:60 1 400 PaM SININ\SINIW\83110\E002\:W