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HomeMy WebLinkAboutZ-5150-B Map 90 N ----------- -- - - -- - - -- G P@0' 9CM6M1°�,C' 2 C - . Found Monument ,, --o Set No. 4 Rebar uj -1v- Overhead Power Line ■��■�IIIIgqIII,F ----e Power Pole Office (200 Square feet) -' SOIxEa7�l GY 0 S MFI Sanitary Sewer Manho% �V��■�■r■�1 �ki�:l�' .�I��W�a --e Water Valve ? Water Meter ao00 --© Gas Meter N ■ 4"X4" Cone Mon W ® Water Valve r co -Q Water Meter Orn Gas Meter o Fire Hydrant p Z Keltner Commercial Sub APS Investments LLC 10423 Chicot Rd Little Rock,m AR 72209 <D u' ° Renfro, RoberUStephanie 2275 Riverfront Lane Humphrey, AR 70073 2012001749 PROP COR 0.58'W FENCE COR Rip Rap EAST 497.39' 10' Easement <V- . __- _ _� _ _ EAST304.fl ---------1 -- ti �Q22 1 FF 26.5 1GUnt1 II� 21 pa•G425� Porch I I I I �I l 25' Building Line This area is in zone X and NOT in the 100 year flood zone per Community -Panel No. 0501 81 01 1 F map revised October 19, 2001. BM Top of iron pin SE corner of property Elevation =294.5 SEC 31-286 BUFFER REQUIREMENTS: SEC 36-522 b {3) SIDE 6% AVG WIDTH = 0.06 X 304= 18.2' USE 18' FRONT 6% AVG DEPTH =0.06 X 286.24=17' MAX REQUIRED 50' SCREENING REQUIREMENTS: SEC 36-523 a As a component of all land use buffer requirements, opaque screeening, whether a fence or other device, a minimum of six (6) feet in height shall be requuired to be placed upon the property line side of a buffer. LANDSCAPE NOTES: 1. Street trees at 40' or less. 2. Shrubs at 3'. Two rows 3' apart with 6' spacing may be used. DRAINAGE NOTES: 1.Riprap to be placed at all ditch intersections. 2. All disturbed areas to be seeded within 21 days 3. Check dams shall be install at the end of drainage swales. PW -68. EROSION CONTROL 1. Silt Fence shall be placed around entire perimeter. Use sift fence PW -E 2. Entrance drive for constuction shall be PW- 64. 3. All areas shall be seeded with 3 weeks of being Disturbed. 4. All seeded areas shall be covered with 2 tons per acre of straw much FF of buildings to be 0.5' above asphalt FGVARIES FG 2s6.0 I /FFELEVY96.5 cant SlnN ! -Slao Asph PW SECTION SHOWING CONCRETE SLAB AND PAVEMENT There is 1 acres of clearing on this tract. Mark Hicks Mini -Storage Unit Facility 200 Units (20,200°00 Square Feet) 1 Office (200 Square Feet) SITE PLAN PART OF LOT 2 PHASE 2 Y. M. C. A. ADDITION NOW IN THE CITY OF LITTLE ROCK, PULASKI COUNTY, ARKANSAS 5-20-14 2 DJ�i• ----------- -- - - -- - - -- G P@0' 200 Units (20,200 square feet total) 2 C ,, ■ uj •E ■��■�IIIIgqIII,F 0 Office (200 Square feet) -' SOIxEa7�l GY � �V��■�■r■�1 �ki�:l�' .�I��W�a ■ 3:1 Slopes 30' I BASE i LINE I VO 6 Swale I 3:1 Slopes i I � 1--rE Eve ,'''corm Mon ,p \�u � � 0 338 po d Zo-; Porch I I I I �I l 25' Building Line This area is in zone X and NOT in the 100 year flood zone per Community -Panel No. 0501 81 01 1 F map revised October 19, 2001. BM Top of iron pin SE corner of property Elevation =294.5 SEC 31-286 BUFFER REQUIREMENTS: SEC 36-522 b {3) SIDE 6% AVG WIDTH = 0.06 X 304= 18.2' USE 18' FRONT 6% AVG DEPTH =0.06 X 286.24=17' MAX REQUIRED 50' SCREENING REQUIREMENTS: SEC 36-523 a As a component of all land use buffer requirements, opaque screeening, whether a fence or other device, a minimum of six (6) feet in height shall be requuired to be placed upon the property line side of a buffer. LANDSCAPE NOTES: 1. Street trees at 40' or less. 2. Shrubs at 3'. Two rows 3' apart with 6' spacing may be used. DRAINAGE NOTES: 1.Riprap to be placed at all ditch intersections. 2. All disturbed areas to be seeded within 21 days 3. Check dams shall be install at the end of drainage swales. PW -68. EROSION CONTROL 1. Silt Fence shall be placed around entire perimeter. Use sift fence PW -E 2. Entrance drive for constuction shall be PW- 64. 3. All areas shall be seeded with 3 weeks of being Disturbed. 4. All seeded areas shall be covered with 2 tons per acre of straw much FF of buildings to be 0.5' above asphalt FGVARIES FG 2s6.0 I /FFELEVY96.5 cant SlnN ! -Slao Asph PW SECTION SHOWING CONCRETE SLAB AND PAVEMENT There is 1 acres of clearing on this tract. Mark Hicks Mini -Storage Unit Facility 200 Units (20,200°00 Square Feet) 1 Office (200 Square Feet) SITE PLAN PART OF LOT 2 PHASE 2 Y. M. C. A. ADDITION NOW IN THE CITY OF LITTLE ROCK, PULASKI COUNTY, ARKANSAS 5-20-14 2 DJ�i• X o �O N - v J� 1 JI rA O ry90h ----------- -- - - -- - - -- G P@0' 200 Units (20,200 square feet total) 2 C uj - - 0 Office (200 Square feet) -' SOIxEa7�l GY � o Weir 3:1 Slopes 30' I BASE i LINE I VO 6 Swale I 3:1 Slopes i I � 1--rE Eve ,'''corm Mon ,p \�u � � 0 338 po d Zo-; c. PM£DR� «Z -to' E cement- -- -. - - QayOl X�Jp P� a MRTFIEL L a PaVl++� F J 17' Buffer' fQ 'aim D Q� e l K BVNCAN IIF Rip Rap ` EOB°FN OR v x r FRES N`' �"b'a` FLFER RES °N R FAIR LO �^ 15 m 1 '� I - ` '- � � _��„ 2OO/ � N LWOOD ry° Asphalt.... ghRam 1 - Weir ti ry�1o� FRWA40NCIR. H FOpRI�fl 1 E ,� I SMNISN 2908 S. University Ave H ��� RO W'BURNELLE °fl k srSNYARµLEYM £MOER haft15 1e Little Rock, AR 72204 Deed 2011035741 z W J �tAdate 179.5 LF @ 0. P� V f , pp LU P MOONBEAM E a Tfl a S ORRIS OR u. a A MIEFGRO OR a p a N a PIN OIAK °R 1 00 < `�'¢y. Z v� A IMP ALA PRQJ T X o �O N - v J� 1 JI rA O ry90h ----------- -- - - -- - - -- G P@0' 2 C uj 5 ----1" 0 � o 8' 3:1 Slopes 30' 8' N vi I 3:1 Slopes i I � X o �O N - v J� 1 JI rA O ry90h MABELVALE CUTOFF - Chicot NWA Properties LLC 4801 N. Hills Blvd Ste 1500 North Little Rock, AR 72116 FINAIW Flow 296.6 San Sewer 10" PVCT � FOOTINGS LAHA ENGINEERS, INC. 6602 Baseline Road Suite E P. 0. Box 190251 Little Rock, Arkansas 72219 501-565-7384 Fax 501-562-5467 e-mail: lahaengds@sbcglobal.net m' 5�E M O "T 05 NewAv er Pole ' Existing Fence HC to be Removed G Sanitary Sewer Service aRK -- I New Power line Power Pole I? 09 ooQOSiATE OF o ARK"AS REGISTERED PROFESSIONAL ENGINEER _ No.173 ,e5 _Q? l VICINITY MAP NO SCALE \\IIlilI IIit// �Q1t1tllll///// \ \\ GtISTE O\\\�XfPN. N,�IFIAupti0 /// ARKANSAS ��~ LAHA N0. 284 ENGINEERS Z s SIGNATURE- '. #727 ° /�Ps/r'rf"QIUI-llT,hO�\\ 7111111 7D Top of Levee Elev 294 ----------- -- - - -- - - -- G P@0' 2 C ----1" 0 Elev 290 8' 3:1 Slopes 30' 8' I � I I 3:1 Slopes i I � I Topof water Elev 292 Top of Levee Elev 294 'aim KIM NO IFF I MABELVALE CUTOFF - Chicot NWA Properties LLC 4801 N. Hills Blvd Ste 1500 North Little Rock, AR 72116 FINAIW Flow 296.6 San Sewer 10" PVCT � FOOTINGS LAHA ENGINEERS, INC. 6602 Baseline Road Suite E P. 0. Box 190251 Little Rock, Arkansas 72219 501-565-7384 Fax 501-562-5467 e-mail: lahaengds@sbcglobal.net m' 5�E M O "T 05 NewAv er Pole ' Existing Fence HC to be Removed G Sanitary Sewer Service aRK -- I New Power line Power Pole I? 09 ooQOSiATE OF o ARK"AS REGISTERED PROFESSIONAL ENGINEER _ No.173 ,e5 _Q? l VICINITY MAP NO SCALE \\IIlilI IIit// �Q1t1tllll///// \ \\ GtISTE O\\\�XfPN. N,�IFIAupti0 /// ARKANSAS ��~ LAHA N0. 284 ENGINEERS Z s SIGNATURE- '. #727 ° /�Ps/r'rf"QIUI-llT,hO�\\ 7111111 7D Top of Levee Elev 294 ----------- -- - - -- - - -- G P@0' 2 C ----1" 0 Elev 290 8' 3:1 Slopes 30' 8' I � I I 3:1 Slopes i I � I Topof water Elev 292 Top of Levee Elev 294 24" FES to B Top Levee 303.0\ Natural Ground Slope ( Slope -------Natural Ground f Bottom SECTION A - A Natural Ground_ Flow Bottom 290.12 Bottom SECTION B - B tr FL: POND HICKS 2 TYPE I M"aE RNG AM COVER 7D ��II F� 1'-0.111, L_D s' II - NOTES: 1. All exposed comers to have Yl' cbemfer. xa�sa^Ew.iomn Iev Lk A"Rama pnonor l Elev 2926'/ er carnw#6 rebar 1 4 Y5 B6,a al1P E.W. I� °II SeB�Mra°E'w Flow Line 290 SECTION OUTLETMSTTRUCTURE SCALE Natural Ground «.//rAco'.J'jec 4v #OW 4r Grc��a-la.� RECEIVED SEP 03 2014 BY: c, PRINTED 7-16-14 PRINTED 4-20-14 PRINTED 4-11-14 PRINTED 4-4-14 DC2K/HICKSML/HiCKS2SITEPLAN 3