Loading...
HomeMy WebLinkAboutZ-7496-A Map 4PROPOSED 8' TALL WOOD SECURITY FENCE % ,X1k8TLi1`G A411N�0 ST -1'`0 (`_N PROPOSED 8' TALL WOOD SECURITY FENCE 30' 30' _ x � -25' 3 00 oo i CD 25' o ._-- �C� 00 j 00 M .; M Lr r,.1 8_2 -. --' AREAS SET ASIDE FOR � \� MECHANICAL UNITS L , Co by 2Z E -� MECHANICAL Si EXISTING POND AREAS SEA ASIDE DE FOR TO BE FILLED I _ 25 30 30' _J 130' 30' 85' Z3 � 25 A=165 AG - o T -O� \ o Q __- Q100=91.1 CFS r� L - -- �� 10%P 25' AC_ Q100142.2 CFS <n 3 / I - fnd.. . pipe set 2" iron pin Ln CDPROPOSED s� Y STORM WATER DETENTION' r � PROPOSED 8' TALL WOOD SECURITY FENCE CUs` o o b ;� i J C� 0 L � ill ,gyp t7 `7 2 30' N x - ' 4s � I 30' 30'30' 25' 25' 25. �� 25 40 40 0 40 Scale 1" = 40 ft ' LO water meter ss mh sanitary sewer manhole 1 fence rcp reinforced concrete pipe cmp corrugated metal pipe u-; curb inlet -drainage PP power pole OHP guy wire overhead power c� telephone riser SS sanitary sewer main © gas meter r; MINI STORAGE BLDG #5 9,000 t MINI STORAGE BLDG #6 9,000 PROPOSED 8' TALL WOOD SECURITY FENCE 30' 30' _ x � -25' 3 00 oo i CD 25' o ._-- �C� 00 j 00 M .; M Lr r,.1 8_2 -. --' AREAS SET ASIDE FOR � \� MECHANICAL UNITS L , Co by 2Z E -� MECHANICAL Si EXISTING POND AREAS SEA ASIDE DE FOR TO BE FILLED I _ 25 30 30' _J 130' 30' 85' Z3 � 25 A=165 AG - o T -O� \ o Q __- Q100=91.1 CFS r� L - -- �� 10%P 25' AC_ Q100142.2 CFS <n 3 / I - fnd.. . pipe set 2" iron pin Ln CDPROPOSED s� Y STORM WATER DETENTION' r � PROPOSED 8' TALL WOOD SECURITY FENCE CUs` o o b ;� i J C� 0 L � ill ,gyp t7 `7 2 30' N x - ' 4s � I 30' 30'30' 25' 25' 25. �� 25 40 40 0 40 Scale 1" = 40 ft ' LO water meter ss mh sanitary sewer manhole - X fence rcp reinforced concrete pipe cmp corrugated metal pipe PROPOSED 8' TALL WOOD SECURITY FENCE 30' 30' _ x � -25' 3 00 oo i CD 25' o ._-- �C� 00 j 00 M .; M Lr r,.1 8_2 -. --' AREAS SET ASIDE FOR � \� MECHANICAL UNITS L , Co by 2Z E -� MECHANICAL Si EXISTING POND AREAS SEA ASIDE DE FOR TO BE FILLED I _ 25 30 30' _J 130' 30' 85' Z3 � 25 A=165 AG - o T -O� \ o Q __- Q100=91.1 CFS r� L - -- �� 10%P 25' AC_ Q100142.2 CFS <n 3 / I - fnd.. . pipe set 2" iron pin Ln CDPROPOSED s� Y STORM WATER DETENTION' r � PROPOSED 8' TALL WOOD SECURITY FENCE CUs` o o b ;� i J C� 0 L � ill ,gyp t7 `7 2 30' N x - ' 4s � I 30' 30'30' 25' 25' 25. �� 25 40 40 0 40 Scale 1" = 40 ft 120 General Notes: 1. NPDES and gradirr7 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. Floodway/Floodplain - N/A S. 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 Building 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 stomped 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. CYN(1pCIS- PROPOSED 8' TALL WOOD SECURITY FENCE EXISTING STRUCTURES TO BE REMOVED & DISPOSED BLDG LEGEND W water meter ss mh sanitary sewer manhole - X fence rcp reinforced concrete pipe cmp corrugated metal pipe -� curb inlet -drainage PP power pole OHP guy wire overhead power tr. telephone riser SS sanitary sewer main © gas meter 120 General Notes: 1. NPDES and gradirr7 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. Floodway/Floodplain - N/A S. 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 Building 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 stomped 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. CYN(1pCIS- 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 10,800MINI STORAGE BLDG 3 9,900 MINI STORAGE BLDG #4 9,000 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 1 1 2,185 CAR WASH TOTAL 1 128,400 11,785 GENERAL NOTES: Number of lots: 3 J, Existing Covenants: None �Q \, Water: CAW Sanitary Sewer: LRWWU ,i LROPOSED DUMPSTER OCA ION W1 OPAQUE „r ENCLOSURE y 5'R 25' 30' J o I o. \ d ex5 13 PROPOSED DUMPSTER 56809 LOCATION W/ OPAQUE ENCLOSUREV PYLON SIGN, MA r6„ ALLOWED BY N� / :• ar„ LEGAL DESCRIPTION PART OF THE NE1/4, NW1/4 OF SECTION 8, T -1--S, R -13-W, LITTLE ROCK, PULASKI COUNTY, ARKANSAS BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: ,24 \ \ \7r \' 51R BEG'fJfJCJG AT THE FOUND IRON DIN FOR Tue cO+ Tu,, C CORNER OF THE - c' - -- q,,, \ I � \ "" / c ✓ �r0 SAID NEI/4, NW1/4; THENCE N00'0508"W ALONG THE WEST LINE W Y SAID LI •, %\�. � SAS OGr NE1/4, NW1/4, 249.76 FT. TO A POINT ON THE NORTH RIGHT-OF-WAY LINE `•� ai p OF THE LITTLE ROCK AND HOT SPRINGS HIGHWAY (NOW STAGECOACH ROAD) 2 'p,\, Q (CG AND THE POINT OF BEGINNING; THENCE S60'12'46"W, 107.01 FT.; THENCE N15.38'55"W, 317.95 FT.; THENCE S6629'13"W, 247.46 FT.; THENCE N W"E, 921.40 FT. TOA POINT ON THE NORTH LINE OF SAID NE1/4, NWI/4; THENCE S8809'52"E, 414.30 FT.; THENCE S02'32'34"W, 521.24 FT.; THENCE S3,VlWITE, 465.43 FT. TO THE W 5 R NORTH RIGHT-OF-WAY OF SAID HIGHWAY; THENCE 56009100"W, 210.16 FT. THENCE CONTINUING ALONG SAID NORTH RIGHT-OF-WAY SG0'12'46"W, - •`� Q 119.94 FT. TO THE POINT OF BEGINNING CONTAINING 10.77 ACRES MORE OR \• RQ LESS. PYLON\SIGN,d,tiN� X L6WED, 8Y DINANCE 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 F EXCEPT AS SHOWN. � 5 410��Q1 NO PORTION OF THIS PROPERTY IS LOCATED WITHIN THE 100 YEAR FLOOD BOUNDARY AS SHOWN ON THE FLOODWAY, FLOOD BOUNDARY AND FLOOD QFZ ,p,''o •0' INSURANCE WORK MAP FOR LITTLE ROCK, ARKANSAS. (FIRM Community Panel # 0501810041 F, dated Oct. 19, 2001) -�j ✓�,..,,. 'b Paul M. White, PLS #1281 Ark ---,� s tr T -_ i)_ %: A ' "I"s ' / r DEVELOPER TO DEDICATE 45' ROW no tr,1 Y FROM CENTERLINE OF EXIST ROAD. DEVELOPER SHALL CONSTRUCT 1/2 STREET IMPROVEMENTS OF A MINOR ARTERIAL �•.= .., � -% � INCLUDING SIDEWALK. REVISED PLANNED COMMERCIAL DEVELOPMENT 6-30-04 Revised 6-7-04 Date 9-8-03 ® W=1E 0A=Rf & A920ccfA=39,W(Co LOCK & LOAD MINI -STORAGE Hor. I Ve, 0 CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING scale 1"-40' 13 24 RAHLING CIRCLE LITTLE ROCK, ARKANSAS 72223 Sheet of Survey By: Drawn By: Checked By: Approved By: Job No. 04-449J LITTLE ROCK, ARKANSAS G1e0 d00d 29 9E:90 Lb 6nV ani ad\HSVMHV3\t