Orange County NC Website
DocuSign Envelope ID: 72E7BD50- E5C5- 4BEA- B4AA- FCA907469BF8 <br />Rye <br />oy 4- <br />L,P. Gj <br />P� `6 <br />12 -SY MORE -� �< v' % <br />3(0 �2 AFB S <br />l 12' Y� (b ), 15'MAPLE ® ® ® ®® EXIST, jC <br />YR <br />/ <br />EXIST, <br />14'MAPLE ` <br />AR <br />REGULAR 1 0 P C <br />rl j 15'VILLOV aA <br />P 124SYCAM17RE <br />XI <br />14'SYCAMORE►7� L P <br />S <br />SITE BENCHMARK 41%6 l l ® SD <br />MANHOLE RIM l S ® L <br />ELEV= 61625 N 27 000107' E / v ED <br />135 54 — Q <br />RIM6 08, 505 �q F <br />IN 608,50 (SE) AWAM4 <br />OUT = 603.90 (SW) S Q Zip J Q Q, o <br />wa Wr <br />­J v1z PACT <br />Q ti ti tih <br />X T, <br />s / 9 <br />Ily <br />°h�Z4h L. 0 RIM = 611.80 EXIST, <br />- 604,05 0 AR <br />/ <br />UT =603, 91 CNW ` <br />IN= 605,52 CE? i <br />�0 o - 5,82 CS <br />�� C9 o L,P. J, 17UT = 605,40 (/Vw / <br />� ':' <br />O 14 \8 S <br />RIM =612, 30 S P <br />IN= 600,18 lNE) Q/9 \ <br />17UT = 600,08 W) <br />N 51 °4 <br />Y� <br />PARN AWA4 A ' <br />S 88 °21'52' E <br />129, 82 <br />ISTING OUTLET STRUCTURE <br />;ER: 54" DIA., RIM 599.90 <br />RREL: 30" DIA. PIPE, INV. 588.50 <br />ERGENCY SPILLWAY: <br />DTH: 20', ELEV. 602.9 <br />RMAL POOL: 193,000 S.F. <br />W RIM ELEV: 600.15 <br />POND <br />1- <br />Q <br />1�? <br />> Q <br />c 77 °2�� <br />o bL' <br />SENIOR CENTER <br />s� ADDITION <br />F.F.E. = 619.09 3 <br />\ \ SD y9,Jri��C��9 i <br />\ 8 •SD ' / <br />�_4S <br />a <br />\ <br />LP, P, 8 ••w <br />\ 0 <br />moan a. <br />0 <br />A <br />POND <br />� 12'GUM <br />\ 0012'GUM <br />12OGUM <br />1 <br />I <br />1 ?'MAP/ P <br />WAF <br />1'EL <br />0 <br />17'GUM 14'GUM <br />14'MAPL2 M E <br />/13'GUM <br />r <br />EXISTING 15 -25% SLOPES <br />R -1 ORANGE <br />COUNTY ZONING <br />§1 <br />q <br />/ 14 _190 <br />0012` UM � jo z <br />S <br />,GUM / <br />NL7 TES <br />1) AREAS BY COORDINATES, <br />2) HORIZONTAL GROUND DISTANCES SHOWN, <br />3) UNDERGROUND U TIL I TIES SHOWN SHOULD BE CONSIDERED <br />APPROXIMATE, CONTRACTORS ARE ADVISED TO HAVE ALL <br />UNDERGROUND U TIL I TIES MARKED PRIOR TO ANY EXCAVATION, <br />UNDERGROUND U TIL I TIES ARE BASED ON FIELD MARKINGS BY <br />UL,O,C,O, THERE MAY BE ADDITIONAL UNDERGROUND UTILITIES <br />BEYOND THOSE SHOWN HEREON, <br />4) RATIO OF PRECISION= 1,,10.,000+, <br />5) THIS SURVEY WAS PERFORMED WITHOUT THE BENEFIT OF A <br />TITLE REPORT; THEREFORE, THERE MAY BE ENCUMBERANCES <br />AFFECTING TITLE ON THESE PROPERTIES NOT SHOWN HEREON, <br />5) TOPOGRAPHIC AND BOUNDARY SURVEY INFORMATION PROVIDED BY <br />RILEY SURVEYING, P,A, <br />P17, BOX 16459 <br />CHAPEL HILL, NC, 27516 <br />ph 919- 667 -0742 Fx 919 - 402 -0234 <br />6) ALL PROPERTIES ARE WITHIN THE TOWN OF HILLSBOROUGH <br />JURISDIC TION <br />R -1 ORANGE <br />COUNTY ZONING <br />R -1 ORANGE <br />COUNTY ZONING <br />°r 5 <br />9g 7� r V <br />ti <br />\ov <br />TO BE USE TEMPORARY <br />etireRCr <br />❑EEICE \wfT569,3, °AC❑NSTRUCTI ❑N <br />� ti1N R� r7g ° g <br />CHMARK_- �T ENTRANCE <br />S T woy <br />' AREA =O. GNAIL <br />V=631.42 <br />� OTE: � To <br />DB 5709 � 1 d Rity '." z <br />C O f�CR E W 1 PG 19 s �, <br />,z•o <br />PAD @ E X I T� 9SZ4717383 <br />AREA = 1.201' ACRES ' <br />ZON7 - R1 p <br />c / L <br />/Kmww <br />I2 -14 <br />qq AND A PORTION OF 15 <br />/ 38'GUM WHITFIF,LO FARM <br />WB -07 -E -421 <br />Q rn PB 1 PG 46 <br />/ 18'GUM ro P1N 9874718275 <br />9' OPLAR <br />� J 04'. <br />STAGING AND 2310AK P <br />LAYD❑WN AREA <br />uM R -1 ORANGE <br />31'P A COUNTY ZONING <br />BUILDING PAD i 2417A <br />/ <br />/Q�■ TREE PROTECTION <br />EENCING <br />0 / <br />/ _ o <br />e 20'GUM <br />/ W SEDIMENT I <br />/ BASIN <br />v ss° 9 a <br />'. <br />pp <br />19'GUM <br />/ x <br />7- .6J <br />v� 25'GUM �2'1� TRrDV 1NMTPIW GRIMP <br />J / <br />An PAN �@T�A <br />IP,LE <br />0' <br />O <br />TRYM RATSTAUff SUP <br />/D058a PG 51 <br />x P1N 9874719144 <br />k <br />k <br />SCALE: 1 " = 40' -0" <br />40 20 0 40 8 <br />LEGEND <br />NEW EXISTING <br />PHASING LINE <br />BUILDING <br />CONCRETE PAVING a I <br />da <br />A 1 4 4 <br />SIDEWALK <br />4 ° <br />CURB & GUTTER <br />NOTES: <br />1. NO PORTION OF THE SITE IS WITHIN THE 100 YEAR FLOOD ELEVATION. <br />2. TOPOGRAPHIC AND BOUNDARY SURVEY INFORMATION PROVIDED <br />BY RILEY SURVEYING, P.A.; PHONE: 919.667.0742. <br />3. PRIOR TO BIDDING ON WORK AT THE SITE, THE CONTRACTOR <br />MUST VISIT THE SITE TO FIELD VERIFY THE EXISTING CONDITIONS. <br />4. NO WORK SHALL TAKE PLACE ON SITE UNTIL THE CONTRACTOR <br />HAS CONTACTED NORTH CAROLINA ONE —CALL CENTER TO LOCATE ALL <br />EXISTING UNDERGROUND UTILITIES. <br />5. ANY INTERRUPTION OF UTILITY SERVICE MUST BE APPROVED <br />AT LEAST 48 HOURS PRIOR TO WORK IN THAT AREA. <br />6. ANY SIGNIFICANT CHANGES IN ACTUAL SITE CONDITIONS FROM THOSE <br />SHOWN ON THE PLANS MUST BE BROUGHT TO THE ATTENTION OF <br />THE ENGINEER. <br />7. ALL EXISTING WALKS, PAVEMENT, CURB, ETC. WHICH ARE DAMAGED <br />DURING CONSTRUCTION SHALL BE SAWCUT AND REPLACED TO MATCH <br />EXISTING CONDITIONS. <br />8. ALL DIMENSIONS ARE TO THE BACK OF CURB, UNLESS OTHERWISE <br />NOTED. <br />9. ALL RADII ARE 5 FT., UNLESS OTHERWISE NOTED. <br />10. PRIOR TO ANY DEMOLITION OR CONSTRUCTION ACTIVITIES ON THE <br />SITE, THE APPLICANT WILL HOLD A PRE — CONSTRUCTION CONFERENCE <br />WITH THE TOWN OF HILLSBOROUGH STAFF. <br />11. ACCESS TO THE DUMPSTER AREA WILL BE ON ALL WEATHER, HEAVY <br />DUTY PAVEMENT. <br />device: \ \CRZSVR2 \Canon iR4570 PS3 file name: N: \1613 Sportsplex Field house \Civil \CAD Files Current\1613 Sportsplex Field Housel6peu?laamg:END"Vr.dwg date /time printed: 9/29/2017 2:24:43 PM <br />222 cloister court <br />chapel hill, nc 27514 <br />919.401.8586 <br />www.cra- ae.com <br />x <br />W z <br />J <br />ao <br />0 <br />O <br />L-LJ <br />L UU <br />� � z <br />o <br />0 <br />Z � <br />Z o <br />Q Q <br />0 <br />� � m <br />J <br />J <br />H = <br />no. revisions <br />IVTOWN OF <br />HILLSBOROUGH <br />RESPONSE <br />09/11/17 <br />drawn checked <br />ETS MLH <br />CONTRACTOR <br />LAYDOWN <br />PLAN <br />sheet <br />C1 m2 <br />date project no. <br />09/11/2017 1613 <br />