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Home My WebLink AboutZ-6915-A Map 1NW CORNER / EAST 1/2 TRACT 7 HILLVALE ADDITION > S 00'4412' W 120.0' PROPOSED DRIVE AND PARKING POB \ PAINTED TRAFFIC ISLAND IPR��QSED %%QQ 434 `ry 'Pl 436 - QS \ \ > \.700 438 - -- _ -- ��Ho 'Allv�\v \ Fool p��R q /N 440 _--� 8� S ! sR 43� v 442 PROPOSED�� 444--- '� N SOAPING w 446 Q \ -�,,- PROPOSED OFFICE LOT 3 EXISTING BUILDING LOT 1 LLI Q Q PROPOSED FIRE HYDRANT PROPOSED LANDSCAPED ISLAND a w o Jx � U 0 a �` 42.Q 48� = \ dt PROPOSED 8' WATER LINE LEGEND CB ■ CATCH BASIN SNS, SIGN IG IB IRON GRATE IPF° IRON PIN FOUND Sheet (SET IN CONCRETE) JB • JUNCTION BOX IPSO IRON PIN SET (SET IN CONCRETE) rN FIRE HYDRANT CM o CONCRETE MONUMENT VV" WATER VALVE WATER LINE VM ♦ WATER METER SEWER LINE MH ; SANITARY SEWER GAS LINE MANHOLE OVERHEAD POWER CVA GAS VALVE & TELEPHONE GH GAS METER UNDERGROUND PHONE LINE PPo POWER POLE _ _ STORM DRAIN PIPE LIP LIGHT POLE Gw° GUY WIRE 30 0 Scale 1" 30 = 30 ft we EXHIBIT "A" 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, 7 PA ES PUBLIC WORK NOTES CLOSED BY LITTLE ROCK CITY ORDINANCE N0. 16092, FILED FOR RECORD AS -. + I INSTRUMENT NO. 91-56852, IN THE RECORDS OF THE CIRCUIT CLERK OF 2 °� "v I -of-way PULASKI COUNTY, ARKANSAS, ALL BEING MORE PARTICULARLY DESCRIBED AS. ED FURNITURE STORE �. �\,� PROPOS 1 Plans of work within the right of way will be submitted TY S TIC 454 5"� ! 11 S A S I ++ i' LOT 2 2. Stormwater detention ordinance applies and easements -I'LO t cJ y for stormwoter facilities will be obtained. COMMENCING AT THE NORTHWEST CORNER OF THE E1/2 OF SAID TRACT 7; 456 PRO pOgED \ + 3. A grading planwill be provided and a grading permit THENCE S00'44'12"W ALONG THE WEST LINE OF THE E1/2 OF TRACT 7, IANDSCAP�NG F t�ea.34• \ will be obtained. 120.00 FT. TO THE POINT OF BEGINNING; THENCE S70.46'38"E, 337.73 458 PROPOSED FIRE^HYDRANT 4. ADEQ will be contacted before work begins. FT. TO A POINT ON THE WEST RIGHT-OF-WAY LINE OF GAMBLE ROAD; THENCE r \ I\ 28.2 4 1 ao 60 \ , _ �R F _1 \\ -- ---------- / ��RiN4 e0 W EXIST. ASPHALT PARKING I / / / / 40' PROPOSED 24' DRIVE C.9 z z �. \ II - �I I LP 12.4'Oc I I v ] Opp.1 1 m 39.9' 0 5.1' o a 21.3' I W O 0 LL I 1 1 � o 0- b� Z I \ o 00 EXISTING 462 I cYi 4 �a �t O O LANDSCAPING I 1 I r ` I Q t9 a 1 I00 O` 1I T K , v . N 9.6 3.2' _1 M I 9.6 X3.2 I 1 \-' / / ° �' . OLjj Lot 1 1466 i� //�, // \ Q `� sP` II j ow M I �- 1 1.7 1.12' 10 U D_tail D_ 1 133.1PROPOSED 44.0' 3 4Lot 2. IANSCAPING1 24.0 I - I (0�0o z -J I PLANTER 12.0' c6 PLANTER 0 1 470 1 WALK I--------- Ld � z ' Lu ~ ~ Z Z o I ASPHALT PARKING pQ{ ` 1! - "� 460 `� U �o I LPI O I I I LP I y4` 101 410 ) -� PROPOSED DRIVE AND PARKING - PP _ I I I I 13 ISPAIC.E A I' LOT 1 (EXISTING) TOTAL AREA = 53,382 SF PAVED AREA = 28,598 SF LANDSCAPED AREA = 18,184 SF BUILDING COVERAGE = 6,600 SF BUILDING AREA = 9,000 SF # OF PARKING SPACES = 56 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 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 = _2� 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. z`sf0M.w'PoUI M I 12" WATER LINE EXIST. ASPHALT DRIVE I ASPHALT PARKING 4 2` 470 468 466 464 462 _ I_ L---,39" RAW WATER LINE 50' WATERLINE EASEMENT \�� I PROPOSED LANDSCAPING ---\ I W1460 3 / S 4AI- -EXISTING STORMDRAIN Dub) IPF -X78.86 ----------- 4 6.27' 134.46' _ IPF W1 �� ;�� N 86°36'56" W 185.13' IPF S 89°00'28" W 134.4] s s� 1 ,� PROPOSED LANDSCAPING V - ------ -------C = o� �� I i1` I Cwu� itaS / Dv rill o � 18" STORM DRAIN I� -` = � ��'`� �u� CHENAL PARKWAY (4 LANES l''�'"" � I 1�. CONSTRUCT 5' WIDE 12 CONCRETE SIDEWALK i R/W VARIES I H qL pqR =-= _--- KW (WESTBOUND I , 1 LANES) .a W 012/f i iv s '." CIVIL ENGINEERING, LAND PLANNING & 0 401 VICTORY STREET LITTLE ROCK; q Drawn By: Checked By: ite, PLS #1281 Ark PLANNED COMMERCIAL DEVELOPMENT -SHORT FORM GAMBLE ROAD PCD TA TM ico HENT, SURVEYING DAVIS DEVELOPMENT 72201 T� LITTLE ROCK, ARKANSAS M� Revised Date 11-29-00 Scale Hor. I Vert Sheet of Job No. 00-0655 ,r -43,1. Ld � z ' Lu ~ ~ Z Z o I ASPHALT PARKING pQ{ ` 1! - "� 460 `� U �o I LPI O I I I LP I y4` 101 410 ) -� PROPOSED DRIVE AND PARKING - PP _ I I I I 13 ISPAIC.E A I' LOT 1 (EXISTING) TOTAL AREA = 53,382 SF PAVED AREA = 28,598 SF LANDSCAPED AREA = 18,184 SF BUILDING COVERAGE = 6,600 SF BUILDING AREA = 9,000 SF # OF PARKING SPACES = 56 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 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 = _2� 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. z`sf0M.w'PoUI M I 12" WATER LINE EXIST. ASPHALT DRIVE I ASPHALT PARKING 4 2` 470 468 466 464 462 _ I_ L---,39" RAW WATER LINE 50' WATERLINE EASEMENT \�� I PROPOSED LANDSCAPING ---\ I W1460 3 / S 4AI- -EXISTING STORMDRAIN Dub) IPF -X78.86 ----------- 4 6.27' 134.46' _ IPF W1 �� ;�� N 86°36'56" W 185.13' IPF S 89°00'28" W 134.4] s s� 1 ,� PROPOSED LANDSCAPING V - ------ -------C = o� �� I i1` I Cwu� itaS / Dv rill o � 18" STORM DRAIN I� -` = � ��'`� �u� CHENAL PARKWAY (4 LANES l''�'"" � I 1�. CONSTRUCT 5' WIDE 12 CONCRETE SIDEWALK i R/W VARIES I H qL pqR =-= _--- KW (WESTBOUND I , 1 LANES) .a W 012/f i iv s '." CIVIL ENGINEERING, LAND PLANNING & 0 401 VICTORY STREET LITTLE ROCK; q Drawn By: Checked By: ite, PLS #1281 Ark PLANNED COMMERCIAL DEVELOPMENT -SHORT FORM GAMBLE ROAD PCD TA TM ico HENT, SURVEYING DAVIS DEVELOPMENT 72201 T� LITTLE ROCK, ARKANSAS Revised Date 11-29-00 Scale Hor. I Vert Sheet of Job No. 00-0655 -43,1.