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47 <br /> LEGEND <br /> ODER1 LINE <br /> „o— EXRB-C IN—'G.— a <br /> E�lop�prv.��DONTDDft <br /> / —„0—P EX CONTOUR <br /> LONi05ED INTERMEDIATE <br /> NIVERSITY OF NC PROPOSED ROAD <br /> PIN:977,22945 - CENTERLINE <br /> UNIVERSITY OF NC PROPOSEp LOT LINES <br /> PINV00SIT OF <br /> ED <br /> Go: S 000 <br /> OB PB 000 EXI6TNG ADJ PROPERTY <br /> ZONING:RE <br /> PRESTON ROBERT J —SF>— DITCH/FLOW DIRECTION <br /> PIN:9777106908 <br /> 11117'A OB 5209 PB 266 —— LIMITS OF GRADING/ <br /> ZONING:RB DISTURBANCE <br /> x A,wer w PPBO YME' RpPD 9 <br /> AID <br /> P'N.B MAR N <br /> 1117133,54ET F P 100 pp0 OOj b1�c) <br /> ZDNING�RBE B 233 PSN \//� 8 SPD <br /> (/ <br /> N: 3984T <br /> _ 7DD 6215 PB 165 <br /> ZONINGING:BE <br /> o ENE T TON RUFUSg <br /> EUGENE HRS <br /> PIN.97771 31750 <br /> URGING <br /> PB 000 I FEARRINGTON JOSEPH A <br /> \ ` ZONING:RB FEARRINGiON LUCY W WILESS <br /> P N97771p 1192 S NATASHA <br /> DB 13z, a 230 <br /> N\ ZONING:RB PIN9777029266 FOREST M GREGORY <br /> DB aJN <br /> 6 PB 23 PN.9777009777 <br /> ZONING 01 1572 PB 346 <br /> ZON NR <br /> G: B <br /> \ I ' <br /> WILED <br /> RB \ <br /> E9 5 KENTON B <br /> PA:9J)7110563 <br /> ZZO NIIG4 PB 451 REVISIONS <br /> + N0. DATE I DESCRIPTION <br /> GENERAL NOTES 1 02/13/20 PER GRANGE co. <br /> HARRIS ALTON J a FELTEN JOHN J 2 OB/}1/21 RELOCATED DRY POND A <br /> 1. PROJECT SITE IS LOCATED IN THE UNIVERSITY LANE WATERSHED.UPPER NEW HDPE ARM.(CAPE PIN'877703B032 FELTEN CATHERINE 3 110/l/21IPER ORANGE GO, <br /> DB 4916 PB 57 <br /> RIVER BASIN). ZONING:RB ANNE 4 11/23/21 RELOCATE DRY POND A <br /> 2. TOTAL AREA OF SITE=43 83 AS, PIN:9777007896 PROJECT MANAGER: PROJECT ENGINEER: <br /> OB B.PB 44 <br /> ZONING:RB GSM TAP <br /> 3. TOPOGRAPHIC SURVEY DATA OBTAINED FROM ENT UJJp SURVEYS,INC.ON APRIL 21,2015. DRAWN 91 CHECKED BY: <br /> 4. NORTH CAROLINA STATE PLANE DATUM:HAS 1983 HORIZONTAL.NAVE 1986 VERTICAL. JDH/TAP GSM <br /> 5 ALL SURVEY INFORMATION SHOWN HEREON PROVIDED BY. DALE. <br /> MARCH 26,2019 <br /> ENT <br /> m' 226 SS CHURTON STC HLLEBOROUGH NC 27279 CARP <br /> 6 DEVELOPER. KENT WILES <br /> ry LES BOLO NG AND DEVELOPMENT INC. <br /> 3 <br /> G <br /> 18HBUTLER GLEN DRIVE TANM BEVERLY J FEAR NGTON BOWDEN MARSHALL <br /> e CHAPEL HILL,NC 27516 p1 000 711 000 PION 9777024673 <br /> 7, OWNER: N 9777 12 9226 TM 7.120.9C ZONING RB \/ OB 994 PB 152 HABERER LYNDA <br /> KENTON B."LES \ZONING.RB a PIN 9777004864 www... <br /> WILES h Pss+ W DB 1305 PB 282 �w• <br /> RGTE TAS sEft NO DRIVE \ P a QNING:RB MacCONNELL <br /> CHAPELS HILL. C 27516 T� /�' <br /> BE 4376 PG 2l.DB a}]6 PG 23 �POPf &Associate$,P.C. <br /> 10TH 7.120..10 F <br /> BETttNEPIN 7KINGI HEIRS \/Y GARY NO �Wl sJ51J102 <br /> 207 LEANNONC 11 LOVINGOOD BILLY W 9 <br /> LOVINGOOD SALLYNORTH <br /> " DBR698 PG 347275 / PIN.97770214N EL:(9191-42 AX:F—)N19E510 <br /> DB 974 PB 242 <br /> LOCATION OF ALL UTILITIES IS APPROXIMATE,CONTRACTOR SHALL VERITY AT THE SITE PRIOR TO ZONING: <br /> CONSTRUCTION.CONSTRUCTION WILL BE ALLOWED WHEN THE GROUND IS WET. T— q90 BROYHILL WILES <br /> 9. NO <br /> NOTIFY ISLE FR CD UTILITIES OF ALL <br /> PRIOR To ANY EXTRACTOR. CONTRACTOR Is THE LODGES AT <br /> 8 10 RESPONS BLE OR COORDINATION OF ALL TRADES AND <br /> SUBCONTRACTORS, CONTRACTOR IS h'\\ \,eo <br /> V RESPONSIBLE FOR FIELD vEftlmrvc ALL plMErvsorvs, ELEvnnorvs, AND LocnnoN of ALL CHAPEL HILL <br /> ` EXISTING CONDITIONS AND UTILITIES. <br /> a 11.CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE SOIL EROSION AND SEDIMENTATION CONTROL MILLER CASS T \ 11C SID LESLEY S <br /> REQUIREMENTS. SMITH-MILLER CHERYL A MILLS WILUAM A <br /> Ts, PIN;977J0,1620 PIN:9777001932 <br /> 12.CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE OSNA,NCDOT AND SAFETY REQUIREMENTS. I I I \ ZH 2041 PB 520 c+ DB 4535 PB 229 ORANGE COUNTY,NC 5 <br /> 1 CO RESPONSLBLE FOR REPPI G ALL CONSTRUCTON D ZONING:R1 \ ZONING:RB 8 <br /> AT NNO AGDITIONAL COST 0 THE OWNER,RI DAMAGE EXPEDITIOUSLY AND <br /> 14 <br /> COTRACiOR SHALC <br /> L FIELD STAKE LO OF SYSTEM COMPONENTS PRIOR TO INSTALLATION. \ I T EXISTING <br /> EXISTING INVERTS SHALL BE VERIFIED AT THIS TIME TO ENSURE MINIMUM SLDPES ARE PROVIDED, <br /> /V /T CONDITIONS <br /> 15 DITCHES BE LINED WITH 4-FOOT WIDE LANOLOK 45D TRM(OR ENGINEER ALPPROVED / <br /> EQUAL) <br /> CENTERED w INCH. / GRAPHIC S AL@ 1 _ A <br /> 16.ALL SLOPES GREATER THAN 3:1 SHALL BE STABILIZED WITH SLOPE STABILIZATION MATTING. / / / PROJECT NUMBER DRAWING NUMBER e <br /> CONSULT GEOTECHNICAL ENGINEER FOR SLOPE DESIGN. 0 1 0 20 <br /> / so 30o A55602.00 I C-101 <br />