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Home My WebLink AboutZ-4003 Map 1w �oA.0 / l G46< izs �fto iQA.\V ySwc,C aFc�,¢fs -AM 13A<Ae of r w/'Zly-IA rE.f /,fA/-/-7oPS/ C .2 EEOC 1A. G ��►S-G5�5/. /�-4 G �Zs'o'q[ To/ o�m .440!/^/0 Fz. 3oG./ fie ,vyo.Q�•�/r ror' Ec. = 3oio9 " 1"L401V EL. 3 1 I ¢4_gr41 our 1 24 6 A��A-TAA7Z Of ('/M 2'79. /O _' II _7ro.v -92.75 .t/veer EL. fi7cM Z..1Q. �_ rc ivArBQ s4'A I cam` I G C _ Etul�. 0/P1� S TcaPi� -- H4 01v G[L - 295. 75',- uA /-YhLE _ tL 1 97.7" I f I� r 4 oAC 1 � • 2 b t I �P 31 40 pc, j • �� ra , ^- 24rdat !� q T �I� / 1rLow EG. = 293.48" N / GVaS GSPS,/. � f 41 Ar k / \ / WA T;6.< A4,A/n/ 70 K \ A3 rc�o�.e.•vt gof.s8' • I\ / /tfoLd "�S Ta4G� FIM S/So7' �� \ 2l" / 0e b �� +I /ice t Agf N\ --An//7-A.IeY 5� E \V.Q. (S"% I �� \ �� i S -fLo\v 01- 309.0' _jCr=-5/TC \v/LL A3 A5 mac, s 3de,.72' r.Af/s Locq r/ol../ t,CS�t o --/3AG.0 OFGlJ.�ZB j - Tia 43o9cK of CLIX,5 � ? 7- O' BOYD�CARDI N cryo WRVEnffl aaou116m NQ IM 1. ALL CONTRACIORS SHALL MAKE A POSITIVE AND ACTIVE ET TO RETAIN THE NATURAL CHARACTER OF THE SITE. CONST UCT 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 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 TILES. 5. ALL WORK SHALL BE IN STRICT ACCORDANCE WITH CITY, COUNTY, STATE AND FEDERAL REAUIREME'aTS 2 GENERAL NOTES SITEWORK ?, 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 LAT 15, OTTER CREED COM- MUNITY, PHASE ONE, AS PLATTED ON THE MEIIIDED PLAT THEREOF, RE- CORDED IN PLAT BOOK THIRTY-EIGHT, PAGE SEVENTY IN THE RECORDS OF THE CIRCUIT CLERK OF PUASKI 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 FIGHT FEET TO THE POINT OF CURVATURE OF A CURVE TO THE RIGHT tSAID 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 OPE 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 FOLIRTY-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 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 FOLRTY TWO DEGREES TWENTY-SEVEN MINUTES, ONEHU 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 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 LOT LINE OF LOTS TWENTY, NINETEEN, EIGHTEEN, SEVEN- TEEN, SIXTEEN AND FIFTEEN, SAID OTTER CREEK COMMUNITY, PHASE ONE FOUR HUNDRED SEVENTY-EIGHT AND FIFTY ONE HUNDREDTHS FEET TO THE POINT OF BEGINNING, CONTAINING 1.`015 A IES, 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 OBTAIdED 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. scale 1" - 40' GENERAL NOTES 1 SURVEY , SITE AND LANDSCAPING PLAN �-- SURVEY RAYMOND BRANTON ASSOCIATES (ARCH ITECTS PENTHOUSE PVRAMIDBUILDING LITTLE ROO( ARKANSAS 501.3746414 PLANS FOR A FIRST UNIT BUILDING FOR OTTER CREEK FIRST BAPTIST CHURCH OTTER CREEK PARKWAY AT QUAIL RUIN DRIVE OTTER CREEK FIRST BAPTIST CHURCH OWNER 13801 OTTER CREEK PARKWAY LITTLE ROCK, AR 12209 JOB NUMBER 8222 DATE: 4/29/83 SHEET NO: Al