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HomeMy WebLinkAboutZ-7496-A Map 6I_:� Ilu A=16.5 A PROPOSED 8' TALL WOOD SECURITY FENCE PROPOSED 8' TALL — — — — — — -- _— WOOD SECURITY FENCE rc,=_( G MH 8 0 6' wide cone. flume iL — -epP—= ----- -- - - - - ---- __2verhead-Lower-lint__ '-_— I LNA"7(9'S2"€- 414.3 --_--- -- — -- -- -__ - -3n, P6c- CD n - LO �- 10.0 , v I 30' 30'LO 'I 25' 3 LEGEND W water meter ss min y —X fence rcp I_:� Ilu A=16.5 A PROPOSED 8' TALL WOOD SECURITY FENCE PROPOSED 8' TALL — — — — — — -- _— WOOD SECURITY FENCE rc,=_( G MH 8 0 6' wide cone. flume iL — -epP—= ----- -- - - - - ---- __2verhead-Lower-lint__ '-_— I LNA"7(9'S2"€- 414.3 --_--- -- — -- -- -__ - -3n, P6c- CD n - LO �- 10.0 , v I 30' 30'LO 'I 25' 3 Cni 0 ran M PROPOSED 8' TALL WOOD SECURITY FENCE M 00 C°J r o 25'00 o _J AREAS SET ASIDE FOR MECHANICAL UNITS I CONDITIONED STORAGE o BLDG *13 N AREAS SET ASIDE FOR EXISTING POND MECHANICAL UNITS TO BE FILLED I \ iI I 30' 30' 30,85' O� LOT 2 25' 25.77 AC \ i 0100 142.2CFS 3 k low 4 2 J - Ind. pipe set Y iron pin CD M PROPOSED ' s� STORM WATER' DETENTION 00 C) ° s, r -� �d tie 30' 40 0 40 Scale 1" = 40 ft LEGEND W water meter ss min sanitary sewer manhole —X fence rcp reinforced concrete pipe oo C9 C9 —721— M (� power pole �---- guy wire II overhead power LM i SS sanitary sewer main i gas meter BLDG Cni 0 ran M PROPOSED 8' TALL WOOD SECURITY FENCE M 00 C°J r o 25'00 o _J AREAS SET ASIDE FOR MECHANICAL UNITS I CONDITIONED STORAGE o BLDG *13 N AREAS SET ASIDE FOR EXISTING POND MECHANICAL UNITS TO BE FILLED I \ iI I 30' 30' 30,85' O� LOT 2 25' 25.77 AC \ i 0100 142.2CFS 3 k low 4 2 J - Ind. pipe set Y iron pin CD M PROPOSED ' s� STORM WATER' DETENTION 00 C) ° s, r -� �d tie 30' 40 0 40 Scale 1" = 40 ft 120 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—woy. 6. Average Lot Slope = Varies from 1% to 3% 7. Floodway/Floodplain — 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 Car Wash Hours of Operation: 24 hour access, 7 days a week 10. Development will not have an on—site manager. 11. Maximum Bulding Height of retail & car wash will not exceed 35'. 12. Maximum Bulding Height of the mini—storages will not exceed 15'. Roof and building will consist of golvalum material. 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. 16. A variance from the Land Alteration Ordinance to allow advanced grading for Lots 1, 2 & 3 without imminent construction. 17. Contractor shall obtain all permits required by AHTD prior to construction. 18. A variance from the required screening along the eastern perimeter that is adjacent to residential property. SYNOPSIS: PROPOSED 8' TALL WOOD SECURITY FENCE EXISTING STRUCTURES TO BE REMOVED & DISPOSED BLDG LEGEND W water meter ss min sanitary sewer manhole —X fence rcp reinforced concrete pipe cmp corrugated metal pipe —721— curb inlet—drainage PP power pole �---- guy wire OHP overhead power tr. telephone riser SS sanitary sewer main © gas meter 120 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—woy. 6. Average Lot Slope = Varies from 1% to 3% 7. Floodway/Floodplain — 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 Car Wash Hours of Operation: 24 hour access, 7 days a week 10. Development will not have an on—site manager. 11. Maximum Bulding Height of retail & car wash will not exceed 35'. 12. Maximum Bulding Height of the mini—storages will not exceed 15'. Roof and building will consist of golvalum material. 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. 16. A variance from the Land Alteration Ordinance to allow advanced grading for Lots 1, 2 & 3 without imminent construction. 17. Contractor shall obtain all permits required by AHTD prior to construction. 18. A variance from the required screening along the eastern perimeter that is adjacent to residential property. SYNOPSIS: PROPOSED 8' TALL WOOD SECURITY FENCE EXISTING STRUCTURES TO BE REMOVED & DISPOSED BLDG AREA SF USE STORAGE NON—STORAGE BLDG #1 9,600 RETAIL/OFFICE BLDG #2 10,800 MINI STORAGE BLDG #3 9,900 MINI STORAGE BLDG #4 91000 MINI STORAGE BLDG #5 9,000 MINI STORAGE BLDG #6 9,000 MINI STORAGE BLDG #7 11,400 MINI STORAGE BLDG #8 11,400 MINI STORAGE BLDG #9 11,400 MINI STORAGE BLDG #10 11,400 MINI STORAGE BLDG #11 4,650 MINI STORAGE BLDG #12 4,650 MINI STORAGE BLDG #13 17,000 CONDITIONED STORAGE BLDG #14 4,400 MINI STORAGE BLDG #15 4,400 MINI STORAGE BLDG #16 2,185 CAR WASH TOTAL 128,400 11,785 GENERAL NOTES: —C Number of lots: 3 J� Existing Covenants: None v. Water: CAW Sanitary Sewer: LRWWU � 30 � 3 25 25' 0 os• 30 \ atiC�� opnonccn nnl�ocrc� v1�•" 2q1 46 56829,13 W LEGAL DESCRIPTION LOCATION W/ OPAQUE ENCLOSURE ,9 V 5'R 0 9 I G�0 10 J° ebor \ \ O Y \ �Z}. - , '- ,- PROPOSED DUMPSTER y \ h �� Oil 9$ LOCATION W/ OPAQUE ENCLOSURE 0�\ \ ��• "`` R v / PART OF THE NEI/4, NW1/4 OF SECTION 8, T -1-S, R -13-W, LITTLE ROCK, PULASKI COUNTY, ARKANSAS BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE FOUND IRON PIN FOR THE SOUTHWEST CORNER OF THE SAID NEI/4, NW1/4; THENCE N00.05'08"W ALONG HE WEST LINE OF SAID NEI/4, NW1/4, 249.76 FT. TO A POINT ON THE NORTH RIGHT-OF-WAY LINE OF THE LITTLE ROCK AND HOT SPRINGS HIGHWAY (NOW STAGECOACH ROAD) AND THE POINT OF BEGINNING; THENCE 56912'46"W, 107.01 FT.; THENCE NIT38'55"W, 317.95 Fr.; THENCE S6629'13"W, 247.46 FT.; THENCE N0737'47E, 921.40 FT. TO A POINT ON THE NORTH UNE OF SAID NE1/4, NW1/4; THENCE S88'09'52•E, 414.30 FT.; THENCE S0732'34"W, 521.24 FT.; THENCE S34'16'19"E, 465.43 Fr. TO THE NORTH RIGHT—OF—WAY OF SAID HIGHWAY; THENCE S60'09'00"W, 210.16 FT. THENCE CONTINUING ALONG SAID NORTH RIGHT—OF—WAY S60'12'46"W, 119.94 FT. TO THE POINT OF BEGINNING CONTAINING 10.77 ACRES MORE OR LESS. I HEREBY CERTIFY THAT I HAVE SURVEYED THE PROPERTY SHOWN AND DESCRIBED HEREON. PROPERTY LINES ARE LOCATED IN ACCORDANCE W ESTABLISHED PROPERTY LINES. THERE ARE NO APPARENT ENCROACHME EXCEPT AS SHOWN. NO PORTION OF THIS PROPERTY IS LOCATED WITHIN THE 100 YEAR FLO BOUNDARY AS SHOWN ON THE FLOODWAY, FLOOD BOUNDARY AND FLOG INSURANCE WORK MAP FOR LITTLE ROCK, ARKANSAS. (FIRM Community Panel # 0501810041 F, dated Oct. 19, 2001) �j°,•,n•o„•rvgy,• ----------------------------sf—�°tiG SITE L�'••% Paul M. White, PLS #1281 Ark '{••,,.•°'•"""••••, �''• f•° 1, VI is0i AB ANSAS •• ' NO. 12'.1 %Jfy .;c2 NIL l .''�'• \ \ S \ �\ � C�" •VON ' PYLON SIGN, MA set R Ej ALLOWED BY NC --- \ � •'"- i` __ \ \ -c '� /SCJ x;9.0- `, v 13 PYLON .,SIGN,\ MA 5 " LLOWED BY DINANCE ITH NTS �c 19 \ \O��P�K OD RQ D P �12k�k g a / LITTLE ROCK PLANNING COMMISSION � hft // J / / /APPROVED, SUBJECT TO THE CONDITIONS AS NOTED IN THE PLANNING1 MMISSION 7J ' MIN REC LL p ORD DATED DEVELOPER TO DEDICATE 45' ROWBY; FROM CENTERLINE OF EXIST ROAD. DATE: / DEVELOPER SHALL CONSTRUCT 1/2 STREET IMPROVEMENTS OF A MINOR ARTERIAL INCLUDING SIDEWALK. REVISED PLANNED COMMERCIAL DEVELOPMENT 6-30-04 Revtsed 6-7-04/ ©'�7=0IIDA71729&-A,93,9C-YA=yI�ICCo Date 9-8-03 CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING LOCK & LOAD MINI—STORAGE Hor. Vert. 24 RAHLING CIRCLE LITTLE ROCK, ARKANSAS 72223 Scale 1" or Sheet of Survey By: Drawn By: Checked By: Appro�By LITTLE ROCK, ARKANSAS Job No. 04-449J aiea V002 29 :BE :90 LT 6nV ani 00d\HSVM8VO\H3110\E002\ -W