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Home My WebLink AboutZ-4003 Map 2H a • STT N ltcr 'o. w �gaC.0 QFGG/.¢f3 To 13A<.V Of r w'�/A fE.0 INA/•✓- 70 /4;" �. C,2 �cE - { G � 4 p4� NV Y I o, 0Z41'oAt 35g. o . G O \ 1 N 8 l • !� OA.0 - S'. • At • �e 0 N M � 1 15 ao O_ \ P _tc�lc►�/h/O[E KS Ta•�� A✓M ?�S 07 \�; r � ,y!%� f'Yo%V A04 co.K/c, !AAIB \ iH4N.'Jo L� � fGoIV BL = 30 0' i4/ O�m �MOun/O !::'/,ee s'YOQ Air ro/0 EL. BE�✓GN ::144 �� aF 59�Nr 5E1Vt�w- EZ. 300.o' 'AWLoIv4EZ_ - y1?4,15' 3 l t -57-4t3 our c4 6 {'��1SrL3�tfb<Q�E-"1�a o /All 279.!o 'rrnv �L= x_292. 75 EL. fe,OA4 Z. R. r.Q_tvp1q rE.Q /JF..or'- t 300. C.M { f/tR 1'A _FtOiV CL 295.75'e--.NA^/A4E fL 197.7' _ 1 I� • 2 0 � i`�P I• I? doh 307.5' ii? 6UfL0FL / � x Lv)we bw OAK: ro 13Ar,� oo Z=UACA3 Z74? 0 s 4-" 5Tul5� our ,vIA,V,No L E J-1 \V 45 4. T&A° A.4^/A/ 70.05. / A Po!o'1;ev �+ .1e , / loe \ _TF1EPflo�lE S,E.CVlcE VS.1.4lV,[ E �`4 ToP o,c,GyH 3/189 -�� 1� _SV r - \V/LL fs.E _Ftotv'Ec. s 3a�•72'�\` F.eo.vf Ti;<!s Loc.}rla�/ 1 I SURVEY, SITE loe y11 -r Ile A N D L A N D S C A P I N G P L A N a3 Tcs�oc QiM 5.o4.56' CL. s 298.411 v-• • r • - a - scale 1' - 40' 1. ALL CONTRACIORS SHALL MAKE A POSITIVE AND ACTIVE ET TO RETAIN THE NATURAL CHARACTER OF THE SIZE, CONST UCT ION ACTIVITY SHALL BE LIMITED TO AN AREA NO GREATER THAT 10'-0" FROM THE BUILDING LINES OR AREAS OF CUT AND FILL. EQUIPMENT, TEMPORARY FACILITIES AND STORAGE OF MATERIALS SHALL BE CONFINED TO THIS AREA AND THE AREAS DESIGNATED FOR PARKING AND DRIVES. A POSITIVE BARRIER SHALL BE ERECTED TO LIMIT OPERATIONS TO THESE AREAS AND LIMIT ACCESS TO THE NATURAL AREAS OF THE SITE 2, REMOVE ALL TREES AND OBSTRUCTIONS WITHIN THE BUILDING LINES AND AREAS OF CUT AND FILL: STRIP TOP SOIL TO TWELVE (12) INCHES AND STOCKPILE UNLESS OTHERWISE INDICATED ON lHE FOUNDATION DRAWINGS, 3. ESTABLISH NEW GRADES AND ELEVATIONS AS INDICATED. 4. PROVIDE TEMPORARY BARRICADES AND OTHER PROTECTION AS MAY BE REQUIRED TO PROTECT ALL PERSONS AND PROPERTY FROM INJURY OR DAMAGE RESULTING FROM PREPARATION OR CONSTRUCTION ACTIVITY AT ALL TRIES. S, ALL WORK SHALL BE IN STRICT ACCORDANCE WITH CITY, COUNTY, STATE AND FEDERAL RE(IUIREME'11S 2 GENERAL NOTES SITEWORK ;. THE LEGAL DESCRIPTION OF THE PROPERTY IS: PART OF THE SW � OF SECTION 5 AND PART OF THE SEk OF SECTION 6, T -1-S, R -13-W, PULASKI COUNTY, ARKANSAS MORE PARTI- CULARLY DESCRIBED AS: " BEGINNING AT THE NORTHWEST CORNER OF LOT 15, OTTER CREED COM- MUNITY, PHASE ONE, AS PLATTED ON THE AMENDED PLAT THEREOF, RE- CORDED IN PLAT BOOK THIRTY-EIGHT, PAGE SEVENTY IN THE RECORDS OF THE CIRCUIT CLERK OF PULASKI COUNTY (SAID POINT BEING ON THE ARC OF A CURVE TO THE LEFT HAVING A CENTER ANGLE OF THIRTY FIVE DEGREES, FIVE MINUTES AND A RADIUS OF ONE THOUSAND FOUR HUNDRED THIRTY SEVEN AND SEVENTY EIGHT ONE HUNDREDTHS FEET, SAID POINT ALSO BEING ON THE SOUTH RIGHT OF WAY LINE OF OTTER CREEK PARK- WAY); THENCE ALONG THE ARC OF SAID CURVE TO THE LEFT OF THE SOUTH RIGHT OF WAY LINE OF OTTER CREEK PARKWAY TO THE POINT OF TANGENCY THEREOF (SAID CURVE SEGMENT HAVING A CHORD BEARING AND DISTANCE OF SOUTH SIXTY-SEVEN DEGREES AND TWENTY-EIGHT MINUTES EAST FOR A DISTANCE OF TWO HUNDRED FOURTY-ONE AND FIFTY-TWO ONE HUNDREDTHS FEET); THENCE CONTINUING ALONG THE SOUTH RIGHT OF WAY LINE OF SAID OTTER CREEK PARKWAY SOUTH SEVENTY-TWO DEGREES EIGHTEEN MINUTES EAST FOR A DISTANCE OF THREE HUNDRED FIFTY IGHT FEET TO THE POINT OF CURVATURE OF A CURVE TO THE RIGHT SAID CURVE HAVING A CENTRAL ANGLE OF NINETY DEGREES AND A RADIUS OF THIRTY FEET; THENCE ALONG THE ARC OF SAID CURVE TO THE RIGHT TO THE POINT OF TANGENCY THEREOF (SAID CURVE HAVING A CHORD BEAR- ING AND DISTANCE OF SOUTH TWENTY-SEVEN DEGREES AND EIGHTEEN MIN- UTES EAST FOR A DISTANCE OF FOURTY-TWO AND FOURTY-THREE ONE HUN- DREDTHS FEET) AND A POINT ON THE WESTERLY RIGHT OF WAY LINE OF QUAIL RUN DRIVE; THENCE ALONG THE WESTERLY RIGHT OF WAY LINE OF QUAIL RUN DRIVE SOUTH SEVENTEEN DEGREES FOURTY-TWO MINUTES FOR A DISTANCE OF ONE HUNDRED NINETY-THREE FEET TO THE POINT OF CURVA- TURE OF A CURVE TO THE RIGHT (SAID CURVE HAVING A CENTRAL ANGLE OF FOURTY-NINE DEGREES AND THIRTY MINUTES AND A RADIUS OF TWO HUNDRED SIXTY AND FOURTY-THREE ONE HLMtEDTHS FEET; THENCE ALONG THE ARC OF SAID CURVE TO THE RIGHT TO THE POINT OF TANGENCY THERE OF (SAID CURVE HAVING A CHORD BEARING AND DISTANCE OF SOUTH FDJRTY TWO DEGREES TWENTY-SEVEN MINUTES, ONEHUNDRED NINETY SEVEN AND THIRTEEN ONE HUNDREDTHS FEET); THENCE CONTINUING ALONG THE WEST- ERLY RIGHT OF WAY LINE OF SAID QUAIL RLN DRIVE SOUTH SIXTY-SEVEN DEGREES TWELVE MINUTES WEST FOR A DISTANCE OF FOUR HUNDRED AND FOUR FEET; THENCE NORTH TWENTY-TWO DEGREES FOURTY-EIGHT MINUTES WEST FOR A DISTANCE OF ONE HUNDRED THIRTY FEET, THENCE NORTH FOUR - TY SIX DEGREES FIVE MINUTES AND SEVEN SECONDS WEST FOR A DISTANCE OF TWO HUNDRED FIFTY-SIX AND EIGHTY-SIX ONE HUNDREDTHS FEET TO A POINT ON THE REAR LINE OF LAT TWENTY OF OTTER CREEK COMMUNITY PHASE ONE, THENCE NORTH TWENTY-SIX DEGREES FIFTY MINUTES EAST ALONG THE REAR LAT LINE OF LOTS TWENTY, NINETEEN, EIGHTEEN, SEVEN- TEEN, SIXTEEN AND FIFTEFJN, SAID OTTER CREEK C9MJNITY, PHASE ONE FOLK HUNDRED SEVENTY-EIGHT AND F1g ONE HUNDF THS FEET TO THE POINT OF BEGINNING, CONTAINING ``�� ACRES, MORE OR LESS. 2. THIS IS TO CERTIFY THAT THE ABOVE DESCRIBED LAND HAS BEEN SURVEYED AND THE CORNERS MARKED AS SHOWN, 3. INFORMATION SHOWN WAS OBTAINED FROM UTILITY COMPANY RECORDS. ALL CONTRACTORS SHALL VERIFY LOCATIONS PRIOR TO SUBMITTING A BID. 4. SPOT ELEVATIONS WERE TAKEN TO NEAREST 1/10 FOOT ON A FIFTY FOOT GRID. CONTOUR LINES WERE ESTIMATED AND HAVE NOT BEEN VERIFIED IN THE FIELD, ALL CONTRACTORS SHALL VERIFY CUT AND FILL COMPUTATIONS IN FIELD PRIOR TO SUBMITTING A BID. �C• z/Z/- $3 �. GENERAL NOTES 3 SURVEY \i RAYMOND BRANTON ASSOCIATES/ARCHITECTS PENTHOUSE PVRAM10 BUIL JIIvi; UTILE ROCK ARKANSAS 501-314-6414 PLANS FOR A FIRST UNIT BUILDING FOR OTTER CREEK FIRST EAPTIST CHURCH OTTER CREEK PARKWAY AT QUAIL RUN DRIVE OTTER CREEK FIRST BAPTIST CHURCH OWNER 13801 OTTER CREEK PARKWAY LITTLE ROCK, AR 72209 JOB NUMBER 8222 DATE: 4/29/83 SHEET NO: Al r f ro 13Ar,� oo Z=UACA3 Z74? 0 s 4-" 5Tul5� our ,vIA,V,No L E J-1 \V 45 4. T&A° A.4^/A/ 70.05. / A Po!o'1;ev �+ .1e , / loe \ _TF1EPflo�lE S,E.CVlcE VS.1.4lV,[ E �`4 ToP o,c,GyH 3/189 -�� 1� _SV r - \V/LL fs.E _Ftotv'Ec. s 3a�•72'�\` F.eo.vf Ti;<!s Loc.}rla�/ 1 I SURVEY, SITE loe y11 -r Ile A N D L A N D S C A P I N G P L A N a3 Tcs�oc QiM 5.o4.56' CL. s 298.411 v-• • r • - a - scale 1' - 40' 1. ALL CONTRACIORS SHALL MAKE A POSITIVE AND ACTIVE ET TO RETAIN THE NATURAL CHARACTER OF THE SIZE, CONST UCT ION ACTIVITY SHALL BE LIMITED TO AN AREA NO GREATER THAT 10'-0" FROM THE BUILDING LINES OR AREAS OF CUT AND FILL. EQUIPMENT, TEMPORARY FACILITIES AND STORAGE OF MATERIALS SHALL BE CONFINED TO THIS AREA AND THE AREAS DESIGNATED FOR PARKING AND DRIVES. A POSITIVE BARRIER SHALL BE ERECTED TO LIMIT OPERATIONS TO THESE AREAS AND LIMIT ACCESS TO THE NATURAL AREAS OF THE SITE 2, REMOVE ALL TREES AND OBSTRUCTIONS WITHIN THE BUILDING LINES AND AREAS OF CUT AND FILL: STRIP TOP SOIL TO TWELVE (12) INCHES AND STOCKPILE UNLESS OTHERWISE INDICATED ON lHE FOUNDATION DRAWINGS, 3. ESTABLISH NEW GRADES AND ELEVATIONS AS INDICATED. 4. PROVIDE TEMPORARY BARRICADES AND OTHER PROTECTION AS MAY BE REQUIRED TO PROTECT ALL PERSONS AND PROPERTY FROM INJURY OR DAMAGE RESULTING FROM PREPARATION OR CONSTRUCTION ACTIVITY AT ALL TRIES. S, ALL WORK SHALL BE IN STRICT ACCORDANCE WITH CITY, COUNTY, STATE AND FEDERAL RE(IUIREME'11S 2 GENERAL NOTES SITEWORK ;. THE LEGAL DESCRIPTION OF THE PROPERTY IS: PART OF THE SW � OF SECTION 5 AND PART OF THE SEk OF SECTION 6, T -1-S, R -13-W, PULASKI COUNTY, ARKANSAS MORE PARTI- CULARLY DESCRIBED AS: " BEGINNING AT THE NORTHWEST CORNER OF LOT 15, OTTER CREED COM- MUNITY, PHASE ONE, AS PLATTED ON THE AMENDED PLAT THEREOF, RE- CORDED IN PLAT BOOK THIRTY-EIGHT, PAGE SEVENTY IN THE RECORDS OF THE CIRCUIT CLERK OF PULASKI COUNTY (SAID POINT BEING ON THE ARC OF A CURVE TO THE LEFT HAVING A CENTER ANGLE OF THIRTY FIVE DEGREES, FIVE MINUTES AND A RADIUS OF ONE THOUSAND FOUR HUNDRED THIRTY SEVEN AND SEVENTY EIGHT ONE HUNDREDTHS FEET, SAID POINT ALSO BEING ON THE SOUTH RIGHT OF WAY LINE OF OTTER CREEK PARK- WAY); THENCE ALONG THE ARC OF SAID CURVE TO THE LEFT OF THE SOUTH RIGHT OF WAY LINE OF OTTER CREEK PARKWAY TO THE POINT OF TANGENCY THEREOF (SAID CURVE SEGMENT HAVING A CHORD BEARING AND DISTANCE OF SOUTH SIXTY-SEVEN DEGREES AND TWENTY-EIGHT MINUTES EAST FOR A DISTANCE OF TWO HUNDRED FOURTY-ONE AND FIFTY-TWO ONE HUNDREDTHS FEET); THENCE CONTINUING ALONG THE SOUTH RIGHT OF WAY LINE OF SAID OTTER CREEK PARKWAY SOUTH SEVENTY-TWO DEGREES EIGHTEEN MINUTES EAST FOR A DISTANCE OF THREE HUNDRED FIFTY IGHT FEET TO THE POINT OF CURVATURE OF A CURVE TO THE RIGHT SAID CURVE HAVING A CENTRAL ANGLE OF NINETY DEGREES AND A RADIUS OF THIRTY FEET; THENCE ALONG THE ARC OF SAID CURVE TO THE RIGHT TO THE POINT OF TANGENCY THEREOF (SAID CURVE HAVING A CHORD BEAR- ING AND DISTANCE OF SOUTH TWENTY-SEVEN DEGREES AND EIGHTEEN MIN- UTES EAST FOR A DISTANCE OF FOURTY-TWO AND FOURTY-THREE ONE HUN- DREDTHS FEET) AND A POINT ON THE WESTERLY RIGHT OF WAY LINE OF QUAIL RUN DRIVE; THENCE ALONG THE WESTERLY RIGHT OF WAY LINE OF QUAIL RUN DRIVE SOUTH SEVENTEEN DEGREES FOURTY-TWO MINUTES FOR A DISTANCE OF ONE HUNDRED NINETY-THREE FEET TO THE POINT OF CURVA- TURE OF A CURVE TO THE RIGHT (SAID CURVE HAVING A CENTRAL ANGLE OF FOURTY-NINE DEGREES AND THIRTY MINUTES AND A RADIUS OF TWO HUNDRED SIXTY AND FOURTY-THREE ONE HLMtEDTHS FEET; THENCE ALONG THE ARC OF SAID CURVE TO THE RIGHT TO THE POINT OF TANGENCY THERE OF (SAID CURVE HAVING A CHORD BEARING AND DISTANCE OF SOUTH FDJRTY TWO DEGREES TWENTY-SEVEN MINUTES, ONEHUNDRED NINETY SEVEN AND THIRTEEN ONE HUNDREDTHS FEET); THENCE CONTINUING ALONG THE WEST- ERLY RIGHT OF WAY LINE OF SAID QUAIL RLN DRIVE SOUTH SIXTY-SEVEN DEGREES TWELVE MINUTES WEST FOR A DISTANCE OF FOUR HUNDRED AND FOUR FEET; THENCE NORTH TWENTY-TWO DEGREES FOURTY-EIGHT MINUTES WEST FOR A DISTANCE OF ONE HUNDRED THIRTY FEET, THENCE NORTH FOUR - TY SIX DEGREES FIVE MINUTES AND SEVEN SECONDS WEST FOR A DISTANCE OF TWO HUNDRED FIFTY-SIX AND EIGHTY-SIX ONE HUNDREDTHS FEET TO A POINT ON THE REAR LINE OF LAT TWENTY OF OTTER CREEK COMMUNITY PHASE ONE, THENCE NORTH TWENTY-SIX DEGREES FIFTY MINUTES EAST ALONG THE REAR LAT LINE OF LOTS TWENTY, NINETEEN, EIGHTEEN, SEVEN- TEEN, SIXTEEN AND FIFTEFJN, SAID OTTER CREEK C9MJNITY, PHASE ONE FOLK HUNDRED SEVENTY-EIGHT AND F1g ONE HUNDF THS FEET TO THE POINT OF BEGINNING, CONTAINING ``�� ACRES, MORE OR LESS. 2. THIS IS TO CERTIFY THAT THE ABOVE DESCRIBED LAND HAS BEEN SURVEYED AND THE CORNERS MARKED AS SHOWN, 3. INFORMATION SHOWN WAS OBTAINED FROM UTILITY COMPANY RECORDS. ALL CONTRACTORS SHALL VERIFY LOCATIONS PRIOR TO SUBMITTING A BID. 4. SPOT ELEVATIONS WERE TAKEN TO NEAREST 1/10 FOOT ON A FIFTY FOOT GRID. CONTOUR LINES WERE ESTIMATED AND HAVE NOT BEEN VERIFIED IN THE FIELD, ALL CONTRACTORS SHALL VERIFY CUT AND FILL COMPUTATIONS IN FIELD PRIOR TO SUBMITTING A BID. �C• z/Z/- $3 �. GENERAL NOTES 3 SURVEY \i RAYMOND BRANTON ASSOCIATES/ARCHITECTS PENTHOUSE PVRAM10 BUIL JIIvi; UTILE ROCK ARKANSAS 501-314-6414 PLANS FOR A FIRST UNIT BUILDING FOR OTTER CREEK FIRST EAPTIST CHURCH OTTER CREEK PARKWAY AT QUAIL RUN DRIVE OTTER CREEK FIRST BAPTIST CHURCH OWNER 13801 OTTER CREEK PARKWAY LITTLE ROCK, AR 72209 JOB NUMBER 8222 DATE: 4/29/83 SHEET NO: Al