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Z-6915-A Map 2
NW CORNER / EAST 1/2 TRACT 7 HILLVALE ADDITION > S 00'4412' W 120.0' POB PROPOSED \\ 4Arv4f_C"APINO-- ----�- 173 8� SF 42 44 - r �- CV PROPOSED DRIVE AND PARKING PAINTED TRAFFIC ISLAND S.R `n Jam` PROPOSED LANDSCAPING I F� 700 OOD yE�R p�q�N \ �i F LEGEND PUBLIC WORKS NOTES SNa SIGN IPFo IRON PIN FOUND (SET IN CONCRETE) IPSO IRON PIN SET (SET IN CONCRETE) CM o CONCRETE MONUMENT WATER LINE SEWER LINE GAS LINE OVERHEAD POWER & TELEPHONE UNDERGROUND PHONE LINE STORM DRAIN PIPE PROPOSED LANDSCAPED ISLAND 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. 3. A grading plan will be provided and a grading permit will be obtained. LO_ / a 4. ADEQ will be contacted before work begins. LID�' PROPOSED 8" WATER LINE 5. Sidewalks and handicap ramps will conform to "MSP" & PROPOSED OFFICE current ADA standards. LOT 3 28.21 __7 PA ES + ~ 6. Any damages to curb, gutter or sidewalk in the right -of - 'T + i way will be repaired or replaced. -' - + a \ PROPOSED FURNITURE STORE 7. The minimum finish floor elevation of 431 feet for the - + �' LOT 2 building on Lot 3 is required. l - -�Lo t 3_ h�� I4 1 SAC yR SCREEN FENCE , L4ND �\ PROPOSED 6 � 5)� PROP CAPING D I S 184, _ f 34 PROPOSED FIRE HYDRANT - \ --------- J I I BQ=S Opp 4 0 I SR Proposed Dumpster I. 1. An irrigation system to water landscaped areas will & Screening I MK be required. \ e� RIM 1 zo I 2. All site lighting will be low-level and directed away I � from adjacent residential property. Lv I D EXIST. AS('NALT PARKING `� z I 40' I PROPOSED 24' DRIVE 3. Site lighting and utilities must conform to the Chenal DOD L-- \ LP i z c� 4. Hours of Operation - 8 am to 9 pm Daily sting Dumpster N b a Proposed Screening 3 I\ I ad �h J w zq' o I O 1 cYi 12.4' I I a>✓ / Of ro I_ 1 PP 1 I m 39.9' 0 5.1'� a 21.3' I 3 I W 1 1 Z 1 1 I o ,000 EXISTING BUI W Q Q EXISTINGI 1 0 j� `' a a� L O LANDSCAPING I_ I I m M I I Ou_ O 1 i EX. 2 STORY BRICK i�6 w 3 - v s.s' BUILDING o.r I �� �' % �_ � I cr 1 I s.s 4I I m Lv u I 3.2 110 L J Lot 1 1416-6 Q s I 1 I 10 �L P I M W) I 1 11.7' 1.) z I LL_ U ---- `/ I a j �F IN PROPOSED w---ic LO t �. I i 44.0' 240' z 33.1 ILANSCAPING LL 1 J CIL I�' o I I PLANTER 12.0' PLANTER o I I a I c /\ 1 1!2 __1 ES UJWALK � V) 1 a. V) z r LU o I ASPHALT PARKING I GP�pe{ I �' /A 460 U I I IC/ \ J l I I I ao I I I I' I 1 �� 1 S AC S + LPI1 i i I �Y'4CP I 1 I°I 101 I PROPOSED DRIVE AND PARKING Joh I I I I \ 1 P CE01f PP-- ,/ 12" WATER LINE � EXIST. ASPHALT D I J XIST. ASPHALT D EXISTING DRIVE MODIFIED I ASPHALT PARKING L 4�O '4.68 v F, \, F MH � TO EXIT ONLY G LOT 1 (EXISTING) Ce 0 CATCH BASIN 2-21-01 Ir ® IRON GRATE LANDSCAPED AREA = 18,184 JB • JUNCTION BOX SF FH FIRE HYDRANT # OF PARKING SPACES = 56 VV" WATER VALVE WM• WATER METER PAVED AREA = 27,505 SF MH , SANITARY SEWER SF BUILDING COVERAGE = 14,560 SF MANHOLE 401 VICTORY STREET LITTLE ROCK, ARKANSAS 72201 ev p GAS VALVE Proposed 4' x 3' Ground Mounted Sign GM . GAS METER Sheet PP POWER POLE PAVED AREA = 9,040 SF LP o LIGHT POLE - PROPOSED FIRE HYDRANT, Gw° GUY WIRE BUILDING AREA = 3,500 SF # OF PARKING SPACES = 15 PUBLIC WORKS NOTES SNa SIGN IPFo IRON PIN FOUND (SET IN CONCRETE) IPSO IRON PIN SET (SET IN CONCRETE) CM o CONCRETE MONUMENT WATER LINE SEWER LINE GAS LINE OVERHEAD POWER & TELEPHONE UNDERGROUND PHONE LINE STORM DRAIN PIPE PROPOSED LANDSCAPED ISLAND 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. 3. A grading plan will be provided and a grading permit will be obtained. LO_ / a 4. ADEQ will be contacted before work begins. LID�' PROPOSED 8" WATER LINE 5. Sidewalks and handicap ramps will conform to "MSP" & PROPOSED OFFICE current ADA standards. LOT 3 28.21 __7 PA ES + ~ 6. Any damages to curb, gutter or sidewalk in the right -of - 'T + i way will be repaired or replaced. -' - + a \ PROPOSED FURNITURE STORE 7. The minimum finish floor elevation of 431 feet for the - + �' LOT 2 building on Lot 3 is required. l - -�Lo t 3_ h�� I4 1 SAC yR SCREEN FENCE , L4ND �\ PROPOSED 6 � 5)� PROP CAPING D I S 184, _ f 34 PROPOSED FIRE HYDRANT - \ --------- J I I BQ=S Opp 4 0 I SR Proposed Dumpster I. 1. An irrigation system to water landscaped areas will & Screening I MK be required. \ e� RIM 1 zo I 2. All site lighting will be low-level and directed away I � from adjacent residential property. Lv I D EXIST. AS('NALT PARKING `� z I 40' I PROPOSED 24' DRIVE 3. Site lighting and utilities must conform to the Chenal DOD L-- \ LP i z c� 4. Hours of Operation - 8 am to 9 pm Daily sting Dumpster N b a Proposed Screening 3 I\ I ad �h J w zq' o I O 1 cYi 12.4' I I a>✓ / Of ro I_ 1 PP 1 I m 39.9' 0 5.1'� a 21.3' I 3 I W 1 1 Z 1 1 I o ,000 EXISTING BUI W Q Q EXISTINGI 1 0 j� `' a a� L O LANDSCAPING I_ I I m M I I Ou_ O 1 i EX. 2 STORY BRICK i�6 w 3 - v s.s' BUILDING o.r I �� �' % �_ � I cr 1 I s.s 4I I m Lv u I 3.2 110 L J Lot 1 1416-6 Q s I 1 I 10 �L P I M W) I 1 11.7' 1.) z I LL_ U ---- `/ I a j �F IN PROPOSED w---ic LO t �. I i 44.0' 240' z 33.1 ILANSCAPING LL 1 J CIL I�' o I I PLANTER 12.0' PLANTER o I I a I c /\ 1 1!2 __1 ES UJWALK � V) 1 a. V) z r LU o I ASPHALT PARKING I GP�pe{ I �' /A 460 U I I IC/ \ J l I I I ao I I I I' I 1 �� 1 S AC S + LPI1 i i I �Y'4CP I 1 I°I 101 I PROPOSED DRIVE AND PARKING Joh I I I I \ 1 P CE01f PP-- ,/ 12" WATER LINE � EXIST. ASPHALT D I J XIST. ASPHALT D EXISTING DRIVE MODIFIED I ASPHALT PARKING L 4�O '4.68 v F, \, F MH � TO EXIT ONLY G LOT 1 (EXISTING) TOTAL AREA = 53,382 SF 2-21-01 PAVED AREA = 28,598 SF PLANNED COMMERCIAL DEVELOPMENT -SHORT LANDSCAPED AREA = 18,184 SF BUILDING COVERAGE = 6,600 SF BUILDING AREA = 9,000 SF 1-10-01 # OF PARKING SPACES = 56 GAMBLE ROAD PCD LOT 2 TOTAL AREA = 60,111 SF PAVED AREA = 27,505 SF 11-29-00 LANDSCAPED AREA = 18,046 SF BUILDING COVERAGE = 14,560 SF BUILDING AREA = 21,840 SF 401 VICTORY STREET LITTLE ROCK, ARKANSAS 72201 # OF PARKING SPACES = 57 Sce1e MAX. BLDG HEIGHT = 45 FT. LOT 3 Sheet TOTAL AREA = 26,902 SF Survey By: Drawn By: Checked By:Approved By: PAVED AREA = 9,040 SF LANDSCAPED AREA = 14,362 SF BUILDING COVERAGE = 3,500 SF BUILDING AREA = 3,500 SF # OF PARKING SPACES = 15 MAX. BLDG HEIGHT = 30 FT L- 39" RAW WATER LINE _50_' WATERLINE EASEMENT y��------- ------\ W d 7' x 14' (rhd Mounted Sign PROPOSED LANDSCAPING L-_-- - J I EXISTING STORMDRAIN -------------------------- 4 w, z IPF 178.86' 6.2T 134.46' I N N 86°36'56" W 185.13' IPF S 89°00'28" W 134.4 IPF \ VI PROPOSED LANDSCAPING do I L - ------ -------G Existing 7' x 14' Ground Mounted Sign I I - - zl�e ry "1\ j o 18" STORM DRAIN 3 Z CHENAL PARKWAY (4 LANES) CONSTRUCT 5' WIDE 9 . R/W VARIES I ' CONCRETE SIDEWALK I 00 HEN AL- --�-_ --- _PARK WA Y a ! WEST BOUND \ -- - - - BANES) ti g _ ¢�GtS..ERS 30 0 Scale 1" EXHIBIT "A" IL17 = 30 ft .e 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 S00'44'12"W ALONG THE WEST LINE OF THE E1/2 OF TRACT 7, 120.00 FT. TO THE POINT OF BEGINNING; THENCE S70'46'387E, 337.73 FT. TO A POINT ON THE WEST RIGHT-OF-WAY LINE OF GAMBLE ROAD; THENCE S00'52'51"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. i C4 ' S144A�v-- vdt POD LAVs White, FlS #1281 Ark 2-21-01 PLANNED COMMERCIAL DEVELOPMENT -SHORT FORM 2-14-01 Revised 1-10-01 GAMBLE ROAD PCD © WIR=DA1=.aW * A3,900M=S Ecco Date 11-29-00 Q CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING DAVIS DEVELOPMENT Hor. vert. 401 VICTORY STREET LITTLE ROCK, ARKANSAS 72201 Sce1e Sheet of Survey By: Drawn By: Checked By:Approved By: LITTLE ROCK, ARKANSASJob No. 00-0655 /