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HomeMy WebLinkAboutZ-6915-A Map 3C NW CORNER / EAST 1/2 TRACT 7 HILLVALE ADDITION > S 00'44'12" W 120.0' POB pP pS�API, DNU� \ Z et '36 - 4._i 8, 41G 144 - r 446 --- -j[ PROPOSED DRIVE AND PARKING PAINTED TRAFFIC ISLAND PROPO &D �\ ' \ 44 -8' SP CIt$-�-- 5 R h 43 F� 700 OOO YE4 I P�,I //v PROPOSED / \ 70' ND CAPING V -V Q G \ (.o �P F Proposed 4' x 3' Ground Mounted Sign PROPOSED FIRE HYDRANT PROPOSED LANDSCAPED ISLAND LEGEND CB a CATCH BASIN SNJ1 SIGN tG ® IRON GRATE IPFo IRON PIN FOUND z �_ SF BUILDING AREA = 9,000 SF (SET IN CONCRETE) Js • JUNCTION BOX IPSO IRON PIN SET FH FIRE I 13 (SET IN CONCRETE) I I HYDRANT CM o CONCRETE MONUMENT WV04 WATER VALVE 00-0655 WATER LINE VN♦ WATER METER SEWER LINE NN ,_, SANITARY SEWER I GAS LINE ---J-�- _J \ I MANHOLE SF BUILDING AREA = 3,500 SF o # OF PARKING SPACES = 20 OVERHEAD POWER ev A GAS VALVE & TELEPHONE G" • GAS METER UNDERGROUND 12.4' J PHONE LINE PIP POWER POLE _ _ , _ STORM DRAIN PIPE LP o LIGHT POLE 11 11 CO i Cw° GUY WIRE " PUBLIC WORKS NOTES 1. Plans of work within the right-of-way will be submitted. 2. Stormwater detention ordinance applies and easements for stormwater facilities will be obtained. i�\� 3. A grading plan will be provided and a grading permit a.`- will be obtained. a. 420 _ FL + - 4. ADEQ will be contacted before work begins. PROPOSED OFFICE I -- -- - 'n 4 PROPOSED 8' WATER LINE 5. Sidewalks and handicap ramps will conform to "MSP" &: LOT 3 28.2' 7ESI + \ current ADA standards. PA 1`d V \ 6. Any damages to curb, gutter or sidewalk in the right -of- + oi _ _ \_ way will be repaired or replaced. t� \ PROPOSED FURNITURE STORE 7. The minimum finish floor elevation of 431 feet for the J : L LO cJ ° + + LOT 2 by i S AC yR building on Lot 3 is required. PROPOSED 6' 56 PROPOSED \ SCREEN FENCE _ �, -- -- LANOSCApI p - 5 c - NG F-1184 34 1 PROPOSED FIRE HYDRANT 4 ,I \ I NOT S � F,10 \ �., DOI \ 1 gR Proposed Dumps ter I 1. An irrigation system to water landscaped areas will �\ &-Screening MKbe required. RIM X44 20 2. All site lighting will be low-level and directed away from adjacent residential property. Li I D EXIST. ASPHALT PARKING, 40. PROPOSED 24' DRIVE 3. Site lighting and utilities must conform to the Chenal DOD Existing Dumpster N L-- rl 1 _J ~ I LP I z ca 4. Hours of Operation - 8 am to 9 pm Daily & Proposed Screening r- Revised 1a PAVED AREA = 28,598 SF Date - °� SF z �_ SF BUILDING AREA = 9,000 SF I Ver # OF PARKING SPACES = 56 I LOT 2 I TOTAL AREA = 57,682 SF I 13 I I SF BUILDING COVERAGE = 14,560 SF BUILDING AREA = 21,840 SF # OF PARKING SPACES = 61 00-0655 MAX. BLDG HEIGHT = 45 FT. LOT 3 TOTAL AREA = 29,331 SF PAVED AREA = 10,588 SF I LANDSCAPED AREA = 15,243 ---J-�- _J \ I SF BUILDING AREA = 3,500 SF o # OF PARKING SPACES = 20 MAX. BLDG HEIGHT = 30 FT U\ 1 Fr 12.4' J Opp 11 11 CO i T m a 5.1' 39.9' 0 � a 21.3' 3 I " cn I_ O I o EXISTING BUI \I " EL . EXISTING Y o 00 O � n LANDSCAPING I I 46 I i" a 0 CIO O U EX. 2 STORY BRICK X46.4 I 7' v I s.s BUILDING o.r I �i ` " �� v I m LU 9.6 3.2 I s 10 Ld Lo t 1;z-6� to ; Y I X100 11.7' 112' r------ I 3 1- 68 1`4 �L- O t PROPOSED O 1 1 44.0' 24.0' 133 1' 1 LANSCAPING N J a o I I PLANTER 12.0' PLANTER vI:� n 12 PA ES _ I----------- -- °II .. w I CONC. WALK 4 � I ---- I f i W \ I_ LiJ O I ASPHALT PARKING I �pQ� I �e j \ Q Z oP y& I / 6 0 In U --- _! 1 i iPAI ° I I' I I i LP 14i SPACES I I + LPI 1 I 1 I I I I f 4 .... I I I I ° PROPOSED DRIVE AND PARKING �h o PP �__� I I I 3 PACE 1 I 12" WATER LINE T I EXIST ASPHALT D 11 EXISTING DRIVE MODIFIED ASPHALT PARKING _ `�', r MH' t 1 TO EXIT ONLY L 39" RAW WATER LINE \ ' LOT 1 (EXISTING) Revised TOTAL AREA = 53,382 SF PAVED AREA = 28,598 SF Date LANDSCAPED AREA = 18,184 SF BUILDING COVERAGE = 6,600 SF BUILDING AREA = 9,000 SF I Ver # OF PARKING SPACES = 56 Scale LOT 2 TOTAL AREA = 57,682 SF PAVED AREA = 28,205 SF LANDSCAPED AREA = 14,917 SF BUILDING COVERAGE = 14,560 SF BUILDING AREA = 21,840 SF # OF PARKING SPACES = 61 00-0655 MAX. BLDG HEIGHT = 45 FT. LOT 3 TOTAL AREA = 29,331 SF PAVED AREA = 10,588 SF LANDSCAPED AREA = 15,243 SF BUILDING COVERAGE = 3,500 SF BUILDING AREA = 3,500 SF # OF PARKING SPACES = 20 MAX. BLDG HEIGHT = 30 FT � ------ 50 -WATERLINE EASEMENT _\��°o PROPOSED LANDSCAPING wl 1'du�Td M urntedl Sin L- -----_ _ _ 1 Iz'I EXISTING STORMDRAIN IPF _ 178.86 ----------------J 4 I 6.27' 134.46' bj N 86°36'56" W 185.13' IPF S 89000'28" W 134.4 IPF r al PROPOSED LANDSCAPING � l ' - ------ ------ C Existing 7' x 14' Ground Mounted Sign P \ O I MINI 11 h CIf� 18" STORM DRAIN CHENAL PARKWAY (4 LANES) CONSTRUCT 5' WIDE O CONCRETE SIDEWALK j R/W VARIESa�i� m v� \ ' =--CHENAL PARKWAY \___\EST - BOUND LANES) 30 0 Scale 1" EXHIBIT "A" 30 = 30 ft M THE E1/2 OF TRACT 7, HILLVALE ADDITION TO THE CITY OF LITTLE ROCK, PULASKI COUNTY, ARKANSAS, LESS AND EXCEPT THAT PORTION DEEDED TO THE CITY OF LITTLE ROCK IN INSTRUMENT NO. 78-33036, IN THE RECORDS OF THE CIRCUIT CLERK OF PULASKI COUNTY, ARKANSAS; THAT PART OF TRACT 10, HILLVALE ADDITION LYING NORTH OF THE NORTH RIGHT-OF-WAY LINE OF CHENAL PARKWAY, AND THAT PART OF OLD MARKHAM STREET LYING SOUTH OF AND ADJACENT TO THE E1/2 OF TRACT 7, HILLVALE ADDITION, CLOSED BY LITTLE ROCK CITY ORDINANCE NO. 16092, FILED FOR RECORD AS INSTRUMENT NO. 91-56852, IN THE RECORDS OF THE CIRCUIT CLERK OF PULASKI COUNTY, ARKANSAS, ALL BEING MORE PARTICULARLY DESCRIBED AS: COMMENCING AT THE NORTHWEST CORNER OF THE E1/2 OF SAID TRACT 7; THENCE S00'44'127W ALONG THE WEST LINE OF THE E1/2 OF TRACT 7, 120.00 FT. TO THE POINT OF BEGINNING; THENCE S70'46'38"E, 337.73 FT. TO A POINT ON THE WEST RIGHT-OF-WAY LINE OF GAMBLE ROAD; THENCE S00052'51"W ALONG THE WEST RIGHT-OF-WAY LINE OF GAMBLE .ROAD 384.74 FT. TO A POINT ON THE NORTH RIGHT-OF-WAY OF CHENAL PARKWAY; THENCE IN A WESTERLY DIRECTION ALONG THE NORTH RIGHT-OF-WAY LINE OF CHENAL PARKWAY THE FOLLOWING COURSES: S89'00'28"W, 134.46 FT.; N86°36'56"W, 185.13 FT TO A POINT ON THE WEST LINE OF THE E1/2 OF TRACT 7, HILLVALE ADDITION EXTENDED; THENCE N00'44'12"E, 487.33 FT. TO THE POINT OF BEGINNING. A PORTION OF THIS PROPERTY IS LOCATED WITHIN THE 100 YEAR FLOOD BOUNDARY AS SHOWN ON THE FLOODWAY, FLOOD BOUNDARY AND FLOOD INSURANCE WORK MAP FOR PULASKI COUNTY, ARKANSAS. '.. 01STE.& - - - - - - - - - - Paul M. W ite, PLS #1281 Ark = x O ' G AIUR LA�S&' PLANNED COMMERCIAL DEVELOPMENT -SHORT FORM © 0A=W & A290CLeATT,99 W(00 GAMBLE ROAD PCD CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING DAVIS DEVELOPMENT 401 VICTORY STREET LITTLE ROCK, ARKANSAS 72201 Survey By: Drawn By: Checked By: Approved By: LITTLE ROCK, ARKANSAS /Z�va ro/O Revised 1 -10-01 Date 11-29-00 Hor. I Ver Scale i'=30' Sheet of Job No. 00-0655 /Z�va ro/O