Orange County NC Website
DocuSign Envelope ID: 72E7BD50- E5C5- 4BEA- B4AA- FCA907469BF8 <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 UTILITIES MARKED PRIOR TO ANY EXCAVATION, <br />UNDERGROUND UTILITIES ARE BASED ON FIELD MARKINGS BY <br />U,L,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 />PO, BOX 16459 <br />CHAPEL HILL, N,C, 27516 <br />ph 919- 667 -0742 fx 919 - 402 -0234 <br />6) ALL PROPERTIES ARE WITHIN THE TOWN OF HILLSBOROUGH <br />JURISDIC TION <br />SITE BENCHMARK <br />MANHOLE RIM <br />ELEV- -61625 <br />� O � <br />PSJ�II <br />/ v <br />� G <br />�V <br />sP <br />PQV W746PS9'w bun <br />_ S 88 °21'52" E <br />i <br />0 <br />j \ \ <br />A� <br />\ \ 0 0. <br />\ %0" \ <br />1z <br />W ' <br />-\P o o° <br />° o" <br />w <br />618 <br />RRE4�7 D 'LP, \6�0� ♦ \ <br />6 \� <br />614 16 � <br />MORF�� <br />I 618 oP c d <br />I 2 ®® -614 -- — \�� \\ <br />12'S1' HMORE / IS MAi'LE ® ®® — _ c \ \ l� P r0 <br />114- MAPLEI l \ \ _� �a\ \� \ ♦ l o, <br />Q �y�7/ / /1s VILLaw/ anti c I I I �>1> 1 <br />11?� SJ�'C�AMORE/ <br />o <br />I 1 I I I 961 _ <br />/ OL O I ¢ I \ \6 \o \\ `\ N 09° q <br />14'SYCAMORE / l l / I ® I Na 6,E?2� \ — <br />N 27 000'07' E <br />135, 54' ---:� <br />41-/ <br />�L <br />0 <br />I� 2� <br />0 °1\ <br />0 \ \ <br />0 <br />\ \ aVk 0 <br />\ \ \ \\ o <br />\ \\ \\ <br />\ \\ \ \°�N <br />\a \o. <br />\ \ \ <br />009� 0�, <br />-NT <br />s\ \ ° ° <br />9 <br />70 0 <br />ACTOR= �a S <br />1 600 - �6��� <br />\�N 83 °26132" W - S 77 - J <br />_127,37' �TpTAL) X43 <br />101.73 _ <br />25,64' <br />I <br />624� _ /\ <br />/ti/ <br />1 <br />REG 5 C �_ \ I y <br />UL qR M T 'E AIRS1 , 1 <br />o <br />lop .1 1 V / / Sp 3 <br />�� � � p T c I I <br />/ \ 1 <br />SENIOR CENTER \ \ <br />ADDITION \ <br />F.F.E. = 619,09 <br />Lf <br />\ \ \ <br />\ \ <br />\\ \\ 606 <br />\ - — — — — — — — — — — — — — <br />CURVE <br />RADIUS <br />ARC LENGTH <br />TANGENT <br />DELTA ANGLE <br />CHORD BEARING <br />CHORD L ENG TH <br />C1 <br />405,00-' <br />100, 38' <br />50,451 <br />14 °12'01 " <br />N 31 °04 '14 " E <br />100,12' <br />C2 <br />246,95' <br />162,80' <br />84,48' <br />37 °46'20" <br />N 40 °19'56" E <br />159,87' <br />C3 <br />55,001 <br />102,271 <br />73,71 ' <br />106 °32118" <br />N 38 °22'13" E <br />88,16' <br />C4 <br />1110, 70' <br />76,831 <br />38,43" <br />03"57147"" <br />N 23 °25'37" E <br />76, 81 ' <br />EXISTING 15 -25% SLOPES <br />R -1 ORANGE <br />COUNTY ZONING <br />4 <br />.A 2.5'vflM <br />/ hI <br />On <br />— �— =602 \ - 61o_'I,_. \/ 14' <br />012' M <br />\ \ \ \ 10 R G LA y, D <br />mlm�� <br />0 � <br />\ \ \ - - -- 608 - - - - -- S TRYM AVMTAEff G?AP <br />\ \ -- 606 - - - - -- 15'c;UM/ <br />\ \ 0012'GUM —604— — — <br />\ \ 121GUM �' j����� <br />12'ELM <br />\ _ : \ 1 TGUM 14'GUM <br />\ 000 <br />y — — — _ _ _ \ �\ \ 14'MAPLE �13'GUM <br />602 — / <br />/ \6oX° <br />�l <br />— 610 — — 2 \ //,f2 -MAPLE \ y \ <br />S 89'4 705' W 68,99"- <br />O — 2 '� /�i/ 610 <br />5/ <br />—�'' <br />- - - -__ )c68' 4 <br />R -1 ORANGE <br />COUNTY ZONING <br />TRMW 1HVESTNE)vr amp <br />STEEP SL ❑PE DATA <br />SLOPE <br />SQUARE <br />PERCENT OF <br />FOOTAGE <br />GRADED AREA <br />15 -25% <br />11810 <br />7.43% <br />>25% <br />0 <br />0 <br />TOTAL GRADED AREA: 158,994 SF <br />R -1 ORANGE <br />COUNTY ZONING <br />' 711 r / 7-7A'11 a JLlIa. <br />4�1 US 70 AZ& NT m.T <br />S 23tW12. 'AgOl.7,p AP <br />33fgg. <br />12 -14 <br />AND A PORTION OF 15 <br />W111IFIELD FARM <br />M <br />R -1 ORANGE <br />COUNTY ZONING <br />-,-I -A , Tl <br />PROPER T Y L INE <br />EXISTING IRON PIPE <br />EXISTING IRON ROD <br />SET IRON PIPE <br />SET 'PK' NAIL <br />EXISTING ANGLE IRON <br />FL AG POL E <br />LIGHT POLE <br />UTILITY POLE <br />HANDICAP RAMP /ACCESS <br />YARD INLET /CATCH BASIN <br />FIRE HYDRANT <br />CLEAN -OUT <br />SANITARY SEWER MANHOLE <br />ROOF DRAIN <br />TELEPHONE PEDESTAL <br />WATER VAL VE <br />GUY WIRE <br />ELECTRIC METER <br />SIGN <br />IRRIGA TION VAL VE <br />BOLLARD <br />TREE (SIZE AND TYPE) <br />FIRE DEPT, CONNECTION <br />WATER METER <br />OVERHEAD ELECTRIC <br />UNDERGROUND TELEPHONE <br />UNDERGROUND FIBER OP TICS <br />CONCRETE TRANSFORMER PAD <br />ROOF (OVERHANG) LINE <br />BASKETBALL GOAL <br />UNDERGROUND GAS LINE <br />TREEL INE <br />GAS METER <br />TOTAL SITE AREA: 18.75 AC. <br />TOTAL BUILDING SQUARE FOOTAGE: 82,000 S.F. <br />TOTAL EXISTING IMPERVI ❑US SURFACE AREA: <br />308,640 S.F. <br />TOTAL UNDIST E REA: 7.78 AC. <br />SCALE: 1" = 40' -0" <br />40 20 0 40 80 <br />device: \ \CRZSVR2 \Canon iR4570 PS3 file name: N:\1613 Sportsplex Field house \Civil \CAD Files Current \1613 Sportsplex Field Housel6 *L#Ioam6:ENU'/gLfT.dwg date /time printed: 9/29/2017 2:23:36 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 />a0 <br />N � <br />� 0 <br />N L1J <br />W � v <br />� � z <br />O = <br />Z o <br />Q � <br />� � m <br />W J <br />J_ <br />no. revisions <br />17 rawN of <br />HILLSBOROUGH <br />RESPONSE <br />09/11/17 <br />drawn checked <br />ETS MLH <br />EXISTING <br />CONDITIONS <br />PLAN <br />sheet <br />C1 ■ <br />date project no. <br />09/11/2017 1613 <br />