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Home My WebLink AboutZ-4003 Map 51 1 SURVEY, teGr'.P.o. w TQ CA, --,e 420- CD .`'O Y 0 F • �8G lv �zs'oRr 358. o- 11 - 25''13 I_14 K • N\ �To�i•T sC nrEK _ \\ srvsecr s� rvER \ ,utgN.4o LG ' flow e[..= 3o5to' �. =1G1.4NNoL E �4 Toro o•c.tw+ 3/2.89 3oL.72' Tom 0,- MouNO fah � • is' QAA: gE�./GN MA�S�K TO/J OF 5�p/�M 3 I t ¢u S>u3 our 4��6 'iSrf,3Aifi`OL6-i- T�,� O� .E'/M 299. /p _7<<01V LCL_ --292- 75 300.0 N1 tn^''c. I� ,C _- ECidlrc• P/�� STaQiv/ SAND Ih 47 IV GL 01.11297.7' t I � � I G�' OA.G fI I Y • 2 O �' I�Q 6a'Qo.w. iis' yK,C e.�- cu,rB ro 13A,::� of 4 rn 07.,5' � ! .MAL • { a� y:, / , 1 M k � • � 4" 6TuB- our ,c�7<tNNoLE r2 To,�oFRiM 300.6" flow EG. = 293.48' 4 0 ln/A ?O I =�1►,�/ffoG.E "3 TcapoF ,Qinrt go 4. 5 8' f .// _ZOW cc. 298.4(. ,/ �� aOQ. u Qa,�ILp eAv Pio 5�j 5o, _F1EPfV10,\/E 5" V/cE A \V14 /- fS.E \ f,40M Tif/S L47G}T/41A./ S I T E A N D LAND SCAPI NG P L A N go'�eo.,v r 44Gr OFGU,tZ49 ?7.0' EiCrM U. CARDIN pwn enRv� KRKXPN= NSL 1!M scale 1" - 40' 1. ALL CONTRACTORS SHALL MAKE A POSITIVE AND ACTIVEET TO RETAIN THE NATURAL CHARACTER OF THE SIZE. CONSTRUCT ION ACTIVITY SHALL BE LIMITED TO AN AREA NO GREATER THAT 10'-O" 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 REMOVE ALL TREES AND OBSTRUCTIONS WITHIN THE BUILDING LINES AND AREAS OF CUT AND FILL: STRIP TOP SOIL TO- IWELVE (12) INCHES AND STOCKPILE UNLESS OTHERWISE 114DICATED ON THE FOUNDATION DRAWINGS, ESTrQLISH NEW GRADES AND ELEVATIONS AS INDICATED. PROVIDL TEMPORARY BARRICADES AND OTHER PROTECTION AS MAY BE ktiIRED TO PROTECT ALL PERSONS AND PROPERTY FROM INJURY,R DAMAGE RESULTING FROM PREPARATION OR CONSTRUCTIONT,:-r! 4T ALL TIfIES. ALL WORK SHAL1 EE IN STRILi COUNTY, STATE \ FEDERAL REOUIRETME;F_H.IrTH CITY, GENERAL NOTES 2 SITEWORK 1. THE LEGAL DESCRIPTION OF THE PROPERTY IS: PART OF THE SW k 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 TEREEDDF, COM_ MUNITY, PHASE ONE, AS PLATTED ON THE AMENDED PLAT RE- CORDED IN PLAT BOOK THIRTY-EIGHT, PAGE SEVENTY IN THE RECORDS OF THE CIRCUIT CLERK OF PUI.ASKI 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 HP0111TD THIRTY SEVEN AND SEVENTY EIGHT ONE HUNDREDTHS FEET, SAID PO[IIT 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 THEREOFTANGENCY (SAICUR SER EFAE �DBEARING OFSOTH�DDSANDTW�UTS DISTANCE EAST FOR A DISTANCE OF TWO HUNDRED FOURTY-ONE AND FIFTY-TWO ONE HUNDREDTHS FEET), EECONTINUING ALONG RIGHT OF WAY LOFSAID OTTER CREEK PARKASOUTHVENTY-TWO DEGREES EIGHTEEN MINUTES EAST FOR A DISTANCE OF THREE HUNDRED FIFTY GHT FEET TO THE POINT OF CURVATURE OF A CURVE TO THE RIGHT KI SAID CURVE HAVING A CENTRAL ANGLE OF NINETY DEGREES AND A RADIUS OF THIRTY FEET; THENCE �RETHE OF (SAID CURVE RAVING OF SAID CURVE To THE A CHORDLBEAR- TO THE POINT OF TANGENCYY ING AND DISTANCE OF SOUTH TWENTY-SEVEN DEGREES AND EIGHTEEN MIN- UTES EAST FOR A DISTANCE OF FOURTY-TWO AND F-Ol1RTY-THREE ONE HUN- DREDTHS FEET) AMID A POINT ON THE WESTERLY RI HT F WAY OF LINE F QUAIL RUN DRIVE; THENCE ALONG THE WESTERLY 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 CARVE HAVING A CENTRAL ANGLE OF FOURTY-NINE DEGREES AND THIRTY MINUTES AND A RADIUS OF TWO HUNDRED SIXTY AND FOU2TY-THREE ONE HUNDREDTHS 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 FOURTY, TWO DEGREES TWENTY-SEVEN MINUTES, ONE}HU DRED NINETY SEVEN AND THIRTEEN ONE HUNDREDTHS FEET); THENCE CONTINUING ALONG THE WEST- ERLY RIGHT OF WAY LINE OF SAID QUAIL RUN DRIVE SOUTH SIXTY-SEVEN DEGREES TWELVE MINUTES WEST FOR A DISTANCE OF FOUR HUNDRED AND FOUR FEET; THENCE NORTH TWENTY-TWO DEGREEEESFEWR THEIGHT ENCE NORTH WEST FOR A DISTANCE OF ONE HUNDRED OUR - OF TWO HUNDRED FIFTYGREES FIVE -SIX AND EIGHTY SIS AND SEVEN XECONDS WEST FOR A ONE HUNDREDTHS FEETTO CE A POINT ON THE REAR LINE OF LOT TWENTY OF OTTER CREEK COMMUNITY PHASE ONE, THENCE NORTH TWENTY-SIX DEGREES FIFTY MINUTES EAST ALONG THE REAR LOT LINE OF LOTS TWENTY, NINETEEN, EIGHTEEN, SEVEN- TEEN, SIXTEEN AND FIFTEEN, SAID OTTER CREEK COMMUNITY, PHASE ONE 'for�-FOUR Kpoo) SEVENTY-EIGHT AHD_�IW CNE Hl1NDREDTHS FEET TO THEPOINT 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 10 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. GENERAL NOTES 3 SURVEY r Jwk 1 RAYMOND BRANTON ASSOCIATES/ARCHITECTS PENTHOUSE_ PYRAMID BUILDING LITTLE ROCK ARKANSAS 501-374-6414 PLANS FOR A FIRST UNIT BUILDING FOR OTTER CREEK FIRST BAPTIST CHURCH OTTER CREEK PARKWAI AT QUAIL RUN DRIVE OTTER CREEK FIRST BAPTIST CHURCH OWNER 13861 OTTER CREEK PARKWAY LITTLE ROCK, AR 72209 JOB NUMBER n22 DATE: 4/29/83 SHEET NO: Al flr �8G lv �zs'oRr 358. o- 11 - 25''13 I_14 K • N\ �To�i•T sC nrEK _ \\ srvsecr s� rvER \ ,utgN.4o LG ' flow e[..= 3o5to' �. =1G1.4NNoL E �4 Toro o•c.tw+ 3/2.89 3oL.72' Tom 0,- MouNO fah � • is' QAA: gE�./GN MA�S�K TO/J OF 5�p/�M 3 I t ¢u S>u3 our 4��6 'iSrf,3Aifi`OL6-i- T�,� O� .E'/M 299. /p _7<<01V LCL_ --292- 75 300.0 N1 tn^''c. I� ,C _- ECidlrc• P/�� STaQiv/ SAND Ih 47 IV GL 01.11297.7' t I � � I G�' OA.G fI I Y • 2 O �' I�Q 6a'Qo.w. iis' yK,C e.�- cu,rB ro 13A,::� of 4 rn 07.,5' � ! .MAL • { a� y:, / , 1 M k � • � 4" 6TuB- our ,c�7<tNNoLE r2 To,�oFRiM 300.6" flow EG. = 293.48' 4 0 ln/A ?O I =�1►,�/ffoG.E "3 TcapoF ,Qinrt go 4. 5 8' f .// _ZOW cc. 298.4(. ,/ �� aOQ. u Qa,�ILp eAv Pio 5�j 5o, _F1EPfV10,\/E 5" V/cE A \V14 /- fS.E \ f,40M Tif/S L47G}T/41A./ S I T E A N D LAND SCAPI NG P L A N go'�eo.,v r 44Gr OFGU,tZ49 ?7.0' EiCrM U. CARDIN pwn enRv� KRKXPN= NSL 1!M scale 1" - 40' 1. ALL CONTRACTORS SHALL MAKE A POSITIVE AND ACTIVEET TO RETAIN THE NATURAL CHARACTER OF THE SIZE. CONSTRUCT ION ACTIVITY SHALL BE LIMITED TO AN AREA NO GREATER THAT 10'-O" 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 REMOVE ALL TREES AND OBSTRUCTIONS WITHIN THE BUILDING LINES AND AREAS OF CUT AND FILL: STRIP TOP SOIL TO- IWELVE (12) INCHES AND STOCKPILE UNLESS OTHERWISE 114DICATED ON THE FOUNDATION DRAWINGS, ESTrQLISH NEW GRADES AND ELEVATIONS AS INDICATED. PROVIDL TEMPORARY BARRICADES AND OTHER PROTECTION AS MAY BE ktiIRED TO PROTECT ALL PERSONS AND PROPERTY FROM INJURY,R DAMAGE RESULTING FROM PREPARATION OR CONSTRUCTIONT,:-r! 4T ALL TIfIES. ALL WORK SHAL1 EE IN STRILi COUNTY, STATE \ FEDERAL REOUIRETME;F_H.IrTH CITY, GENERAL NOTES 2 SITEWORK 1. THE LEGAL DESCRIPTION OF THE PROPERTY IS: PART OF THE SW k 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 TEREEDDF, COM_ MUNITY, PHASE ONE, AS PLATTED ON THE AMENDED PLAT RE- CORDED IN PLAT BOOK THIRTY-EIGHT, PAGE SEVENTY IN THE RECORDS OF THE CIRCUIT CLERK OF PUI.ASKI 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 HP0111TD THIRTY SEVEN AND SEVENTY EIGHT ONE HUNDREDTHS FEET, SAID PO[IIT 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 THEREOFTANGENCY (SAICUR SER EFAE �DBEARING OFSOTH�DDSANDTW�UTS DISTANCE EAST FOR A DISTANCE OF TWO HUNDRED FOURTY-ONE AND FIFTY-TWO ONE HUNDREDTHS FEET), EECONTINUING ALONG RIGHT OF WAY LOFSAID OTTER CREEK PARKASOUTHVENTY-TWO DEGREES EIGHTEEN MINUTES EAST FOR A DISTANCE OF THREE HUNDRED FIFTY GHT FEET TO THE POINT OF CURVATURE OF A CURVE TO THE RIGHT KI SAID CURVE HAVING A CENTRAL ANGLE OF NINETY DEGREES AND A RADIUS OF THIRTY FEET; THENCE �RETHE OF (SAID CURVE RAVING OF SAID CURVE To THE A CHORDLBEAR- TO THE POINT OF TANGENCYY ING AND DISTANCE OF SOUTH TWENTY-SEVEN DEGREES AND EIGHTEEN MIN- UTES EAST FOR A DISTANCE OF FOURTY-TWO AND F-Ol1RTY-THREE ONE HUN- DREDTHS FEET) AMID A POINT ON THE WESTERLY RI HT F WAY OF LINE F QUAIL RUN DRIVE; THENCE ALONG THE WESTERLY 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 CARVE HAVING A CENTRAL ANGLE OF FOURTY-NINE DEGREES AND THIRTY MINUTES AND A RADIUS OF TWO HUNDRED SIXTY AND FOU2TY-THREE ONE HUNDREDTHS 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 FOURTY, TWO DEGREES TWENTY-SEVEN MINUTES, ONE}HU DRED NINETY SEVEN AND THIRTEEN ONE HUNDREDTHS FEET); THENCE CONTINUING ALONG THE WEST- ERLY RIGHT OF WAY LINE OF SAID QUAIL RUN DRIVE SOUTH SIXTY-SEVEN DEGREES TWELVE MINUTES WEST FOR A DISTANCE OF FOUR HUNDRED AND FOUR FEET; THENCE NORTH TWENTY-TWO DEGREEEESFEWR THEIGHT ENCE NORTH WEST FOR A DISTANCE OF ONE HUNDRED OUR - OF TWO HUNDRED FIFTYGREES FIVE -SIX AND EIGHTY SIS AND SEVEN XECONDS WEST FOR A ONE HUNDREDTHS FEETTO CE A POINT ON THE REAR LINE OF LOT TWENTY OF OTTER CREEK COMMUNITY PHASE ONE, THENCE NORTH TWENTY-SIX DEGREES FIFTY MINUTES EAST ALONG THE REAR LOT LINE OF LOTS TWENTY, NINETEEN, EIGHTEEN, SEVEN- TEEN, SIXTEEN AND FIFTEEN, SAID OTTER CREEK COMMUNITY, PHASE ONE 'for�-FOUR Kpoo) SEVENTY-EIGHT AHD_�IW CNE Hl1NDREDTHS FEET TO THEPOINT 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 10 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. GENERAL NOTES 3 SURVEY r Jwk 1 RAYMOND BRANTON ASSOCIATES/ARCHITECTS PENTHOUSE_ PYRAMID BUILDING LITTLE ROCK ARKANSAS 501-374-6414 PLANS FOR A FIRST UNIT BUILDING FOR OTTER CREEK FIRST BAPTIST CHURCH OTTER CREEK PARKWAI AT QUAIL RUN DRIVE OTTER CREEK FIRST BAPTIST CHURCH OWNER 13861 OTTER CREEK PARKWAY LITTLE ROCK, AR 72209 JOB NUMBER n22 DATE: 4/29/83 SHEET NO: Al