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Home My WebLink AboutZ-7496 Map 1SPLIT -FACE BLOCK W/ NON -REFLECTIVE ROOF OR ADJUST BUILDINGS TO 50' OFF PROPERTY LINE W C4 25' % N 'I 25 BUILDINGS SHALL HAVE NO WINDOWS .OR DOORS ON WESTERN WALL 1 BUILDINGS SHALL HAVE NO WINDOWS OR DOORS ON WESTERN WALL SYNOPSIS: 30' 0 O 0 I 0) O m 50' 25' � I I I I i f I -- - - ---- --- EXIST MINI STORAGE 1Q89'12'26'W _ 414.3Q' - - - -. - - - - BLDG J8 2$, 750 SF 302 50 0 50 150 1" - 50 ft MAP I L IC LITTLE ROCK, AREA - 9.27 Acres _- ---- S c a e - Panel I O I�4 - Time of Concentration (min.) 10 ' L� 8.5 O 5.31 in./hr. Simplified" Volume Formula Volume Required = R x A x Tc x 60 CD a F41 25' ` 8" TALL OPAQUE - SECURITY FENCE 36" CMP x 1790' = 12,655 cubic foot I ri A=16.5 AC 0100=91.1 CFS' \ I = 19,363 cubic foot I M m00 BLDG #8 � f _ General 1. Notes: NPDES and grading permits are required prior Runoff Coeffecient 0.33 BUILDINGS SHALL HAVE NO WINDOWS OR DOORS ON WESTERN WALL SYNOPSIS: 30' 0 O 0 I 0) O m 50' 25' � I I I I i f I -- - - ---- --- EXIST MINI STORAGE 1Q89'12'26'W _ 414.3Q' - - - -. - - - - BLDG J8 2$, 750 SF 302 50 0 50 150 1" - 50 ft L 6 45' 40 'OSED 48 CULVERT FOR 100 YEA VERFLOW PATM --sz- T, MAP CALCULATIONS FOR LOT 2 LITTLE ROCK, AREA - 9.27 Acres _- ---- S c a e - Panel o O 0 M .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 CD a F41 25' 25' 25' ;' o 36" CMP x 1790' = 12,655 cubic foot BLDG #6 ri 2,000 O p = 19,363 cubic foot I M m00 BLDG #8 m _ General 1. Notes: NPDES and grading permits are required prior Runoff Coeffecient 0.33 Time of Concentration 20 min. BLDG #10 18,200 to construction, site grading and drainage plan will BLDG #11 14,400 MINI STORAGE BLDG #12 18,000 need to be submitted and approved. MINI STORAGE TOTAL 172,500 1 11,600 1 FACILITY 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- 4. Provide stripping and signage plans as per ordinance for the Li development, for Traffic Engineering approval. C/i C/-) 5. Prior to construction obtain barricade permit for work done Q) 0 l within right-of-way. 0 6. .Average Lot Slope = Varies from 1% to 3% 7. Flood way/Flood plain - N/A CD O 8. Any site lighting must be low level in intensity and directed oI n 1 CD away from residentially zoned properties. cv C7 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 O � - O BUILDJNGS SHALL HAVE NO 10. WINDOWS OR DOORS ON Deve�opmwilt t hcva an on-site manager. - - - 11. Maximum Bulding Height of office/apartment will not exceed 35'. CO EASTERN WALL 12. Maximum Bulding Height of the mini -storages will not exceed 15'. Roof and building materials will consist of metal. i `•. ,. `' 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. L 6 45' 40 'OSED 48 CULVERT FOR 100 YEA VERFLOW PATM --sz- T, nOSF 25' 40' 25' 25' 45 25' 50' 25' 30' GATED; NTRY TALL OPAQUE 56D5, SECURITY FENCE DEVELOPER AGREEABLE TO SHARED DRIVEWAY WITH ADJACENT PROPERLY OWNER 25' EXISTING POND TO BE FILLED A=25.77 AC_ 0100=142.2 CFS 8" TALL OPAQUE SECURITY FENCE 00 C 0 w 'bo 0 0 b 0 V). - BUILDINGS BUILDINGS SHALL HAVE NO WINDOWS OR EASTERN WALL 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 MAP CALCULATIONS FOR LOT 2 LITTLE ROCK, AREA - 9.27 Acres Average Slope - 2% Panel o O - .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 CD a F41 V- BLDG #5 ;' o 36" CMP x 1790' = 12,655 cubic foot BLDG #6 48" CMP x 365' = 4,588 cubic foot 2,000 O p = 19,363 cubic foot I M m00 BLDG #8 m Acreage 25,77 Acres BLDG #9 Runoff Coeffecient 0.33 Time of Concentration 20 min. BLDG #10 18,200 MINI STORAGE BLDG #11 14,400 MINI STORAGE BLDG #12 18,000 m nOSF 25' 40' 25' 25' 45 25' 50' 25' 30' GATED; NTRY TALL OPAQUE 56D5, SECURITY FENCE DEVELOPER AGREEABLE TO SHARED DRIVEWAY WITH ADJACENT PROPERLY OWNER 25' EXISTING POND TO BE FILLED A=25.77 AC_ 0100=142.2 CFS 8" TALL OPAQUE SECURITY FENCE 00 C 0 w 'bo 0 0 b 0 V). - BUILDINGS BUILDINGS SHALL HAVE NO WINDOWS OR EASTERN WALL 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 MAP CALCULATIONS FOR LOT 2 LITTLE ROCK, AREA - 9.27 Acres Average Slope - 2% Panel 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 BLDG #4 =5.31 x9.27x5x60 = 14,767 cubic foot BLDG #5 Volume Provided 36" CMP x 1790' = 12,655 cubic foot BLDG #6 48" CMP x 365' = 4,588 cubic foot 2,000 6' dia Inlets x 75' = 2,120 cubic foot BLDG #7 = 19,363 cubic foot On -Site & Off -Site BLDG #8 Release 25 Year Undeveloped Flow Acreage 25,77 Acres BLDG #9 Runoff Coeffecient 0.33 Time of Concentration 20 min. BLDG #10 18,200 PROPOSED DUMPSTER \ 25 Year Rainfall Intensity 5.6 in./hr. LOCATION W/ OPAQUE j` Q = 0.33(5.6)(25.77) = 47.6 cfs ENCLOSURE Use 24" PE Pipe as outlet 'PROP LOT LINE Q= C x A x (2gh)1/2 Q= 0.6 x 3.14 x (2 x 32.2 x 5.0)1/2 EXISTING STRUCTURES = 33.8 cfs < 47.6 cfs T11 P9' DISPOSED MOVED & 6O� SF �' wra DEVELOPER AGREEABLE WITH LEGAL DESCRIPTIONS: 9 ADJATO CENT PROPERTY RED YOWNER TRACT NO. 1 PART OF THE EAST 1/3 OF HE NW1/4 NW1/4 OF SECTION 8, T -1-S, R -13-W, PULASKI COUNTY, ARKANSAS, BEING MORE PARTICULARLY DESCRIBED AS 14 �R�� FOLLOWS: SAIDSECTION 8; THENCE S0005'08"EEANDCALONG HE EAST NLINE4THERE OF F, OQ pjE� A DISTANCE OF 1088.16 FT. TO A POINT ON THE NORTH LINE OF THE / PR �P/ LITTLE ROCK AND HOT SPRINGS HIGHWAY (NOW STAGECOACH ROAD); THENCE / ALONG SAID NORTH LINE S5724'50"W, 101.39 FT.; THENCE LEAVING SAID SOS / NORTH LINE OF STAGECOACH ROAD, N1916'37'W, 333.67 FT.; THENCE \ 8 �J S65'51'31"W, 247.46 FT.; THENCE NORTH 921.40 FT. TO A POINT ON THE CD OF SAID NW1/4 NW14;j .! PROP G�Re / / / / THE TPOINTEOFF BEGINNING, NG, CON AININGT9 Ob ACRES MORE OR1 4.30 LESS. TO z TRACT NO. 2 PART OF THE NE1/4 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 HE SOUTHWEST CORNER OF THE C\;�6 C ,y1',• _ / NE1/4 NW1/4 OF SAID SECTION 8; THENCE NOO'05'080W AND ALONG THE WEST LINE OF SAID NEI/4 NW1/4, A DISTANCE OF 196.50 FT. TO A POINT NO ' � IN THE CENTER OF THE LITTLE ROCK AND HOT SPRINGS HIGHWAY (NOW ° ' ,-366i .•.� 'PYL SIGN; MAX STAGECOACH ROAD) AND HE POINT OF BEGINNING; THENCE CONTINUING k/ N00'05'OTW, 277.52 FT.; HENCE S32.24'56"E, 234.50 FT. TO A POINT r ' NCED OWEBY ORDINANCE / 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. 11101 DEVELOPER ELOPER TO DEDICATE 45' ROWS .FROM CENTERLINE OF EXIST ROAD. DEVELOPER SHALL CONSTRUCT 1/2 STREET IMPROVEMENTS OF A MINOR ARTERIAL 110 __ARKANSAS NO. 1281 SIGNATWU 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 SURANCE WORK MAP FOR LITTLE ROCK, ARKANSAS. MI RM Community Panel # 0501810041 F, dated Oct. 19, 2001) •$bijl M. White, PLS #1281 Ark / SOUTHWEST CORM 9 MS NO NW1/4 NW1/4,1�� -_ .•°'•f0�,9 SECTION 8 .......... �..°••••..,LLAl••. T -1-S, R-13- \ For use and benefit of: SCOTT GIRNER �. W .1 BLDG AREAUSE STORAGE NON -STORAGE BLDG #1 9,600 RETAIL/OFFICE BLDG #2 11,700 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 1 11,600 1 FACILITY 1-171-E ROCK PLANNING CO'.vi'v!iSSIDIH APPP�, VES, SUBJECT TO THE CONDITIONS AS NOTED lid THE PL4iSNIiNG C 0 11,A N111 SS!0N MJh;IJ- ;CORD DATED l ! fJ aY: DA" -E: 1 '2-2111'3 BIRO 6002 6G:69:60 l 700 PBM SININ\SINIH\d3110\£002\:N