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56 <br /> LEGEND s <br /> LINE <br /> IXR STINGttM—CONTOUR p <br /> / � —110—RIOPOSEDNINDEx COMOUR 8 <br /> PROPOSED INTERMEDIATE <br /> U CONTOUR <br /> UNIVE0- PROPOSED ROAD <br /> _ SITY N:9]RJ122945 OF NO <br /> - CENTERLINE <br /> P <br /> U VERS TY OF NO \ DB 000 PC <br /> 000 - <br /> P 9JJ8119322 ZON NG.FIE PROPOSED LOT MNES <br /> DB O(R 000 EXSING ADJ PROPERTY <br /> I MIND B --- J5B 6 =5— SILT FENCE <br /> PIN STON9777 ROBE <br /> 069ORT J >— DITCH/FLOW DIRECTION <br /> PIN:5209 H6908 <br /> DB ZONING, <br /> PB 26 LIMITS OF GRADING/ <br /> ZONING:RB DISTURBANCE <br /> m <br /> 0 <br /> rm ,.. <br /> PRoTD <br /> ^` P Z 9771 v 3154ET F PP1p0-DOD + UU1Nb1`c� <br /> `F DB 132t B 233 'R' P✓'1N g �PJ <br /> ONING:RB <br /> 7PIN�R <br /> 0NIN]102984 Y 0 <br /> DB 6215 PB 165 <br /> ZONING:RB <br /> TON <br /> PIIOEME]131JSO MRS <br /> UFUS I g o <br /> DB DEC PB 000 FEARRIN—GTO JOSEPH A <br /> i \ ZONING:RB FEAR777131J LUCY W 4 5 5 NATASH 5 tl — <br /> PIN:9J]J131192 WILE <br /> DB 1321 PE 230 WILE <br /> ZONING:RS PIN:9JJJ029266A - FOREST M GREGORY <br /> — DB 1376 PC 23 PIN:9JJJ009JJJ <br /> ZONING.R6 DB 1572 RPB 346 <br /> A-il ZONING:ME <br /> CS RB56NTQN B <br /> PIN I 9 7S 11035 <br /> o REVISIONS <br /> o< NO. DATE DESCRIPTION <br /> GENERAL NOTES 1 02/13/20 PER ORANGE c0. <br /> HARRIS ALTON J e . - —TEN JOHN J 2 O./31/21 RELOCATED DRY POND A <br /> 1. PROJECT SITE IS LOCATED IN THE UNIVERSITY LAKE WATERSHED,UPPER NEW HOPE ARM,(CAPE PIN:9JJJ038032 FELIE CATHERIN 3 10/I/21 PER ORANGE CO. <br /> OB 4918 PE 5] <br /> RIVER BASIN). ZONING:RB PINN9JJJOOJ896 E 4 11/23/21 RELOCATE DRY POND A <br /> 2, TOTAL AREA OF SITE=43.83 AC, CB 904 PH 44 PROJECT MANAGER: PROJECT ENGINEER: <br /> ZONING:RB GSM TAP <br /> 3, TOPOGRAPHIC SURVEY DATA OBTAINED FROM ENT LAND SURVEYS,INC.ON APRIL 21,2015. <br /> DRAWN BY: CHECKED BY: <br /> 4. NORTH CAROLINA STATE PLANE DATUM:NAD 1983 HORIZONTAL,HAVE 1988 VERTICAL JDH/TAP GSM <br /> 5, ALL SURVEY INFORMATION SHOWN HEREON PROVIDED BY: DATE. <br /> m° MARCH 26.2GO <br /> ENT <br /> !i IAND SURVEYORS,� INC. <br /> 226 S.CHURTON ST,HILLSBOROUGH,NC 27278 e H OSO OAR <br /> 6. DEVELOPER: KEHT WILES //�� T 'v•"; 2 <br /> S BROYHILL WILES BUILDING AND DEVELOPMENT,INC. <br /> So18 BUTLER GLEN DRIVE TATUM BEVERLY J FEARINGTON <br /> CHAPEL <br /> HILL,NO 27516 PIN:9JJ]034 E. / JOSEPH A ETAL BO 1Z3A <br /> IN J. OWNER: PIN 9]]J-12-9226 TM J.120.9C DB 000 PB 000 `/\PIN:9JJJ0246J3 HABERER LTNDA JL ••0.1' � t� "'IN <br /> ZONING:RB DB 994 PB 152 '4 A�pET <br /> c <br /> LES <br /> e <br /> TON B. <br /> D0116 BUTLERI GLEN DRIVE ZONING:RB e h 2b9 s N VJ DB�—PIG 977 70048282 <br /> 64 <br /> ATASHA G.WILES (/� ��i JTJ <br /> a CHAPEL HILL.NO 27516 e ZONING:RB M$(`iliO1V 1VGLL <br /> S 43J6 PG 21.DB 4376 PG 23 n <br /> N 9]JJ-11-0563 TM J.120-10 NF 95- �Associates, <br /> P. <br /> 0 <br /> 9 BEfttE KING HEIRS \/Y CARY C. <br /> RT51J <br /> 20 CARRBOEANDER 2D 10 LOVINGOOD BILLY W 5� RISVILLE AROMNA 2J550 <br /> LOVINGOOD SALLY <br /> DB 698 PC 347 J5 PIN:9JJJ02140B <br /> / OB 49J4 PB 242 EL:1919145J-] A%:W1916194V510 <br /> 8. LOCATION OF ALL UTILITIES IS APPROXIMATE.CONTRACTOR SHALL VERIFY AT THE SITE PRIOR TO ZONING.RB <br /> CONSTRUCTION. <br /> 5 9. NO CONSTRUCTION WILL BE ALLOWED WHEN THE GROUND IS WET. T- q90 BROYHILL WILES <br /> ( 10.NOTIFY UNDERGROUND UTILITIES LOCATOR PRIOR TO ANY EXCAVATION, CONTRACTOR IS THE LODGES AT <br /> $ RESPONSIBLE FOR COORDINATION OF ALL TRADES AND SUBCONTRACTORS. CONTRACTOR IS <br /> RESPONSIBLE FOR FIELD VERIFYING ALL DIMENSIorvs, ELEVATIONS, AND LOCATION of ALL ° CHAPEL HILL - <br /> SM-NO CONDITIONS AND UTILNIES. <br /> 11,CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE SOIL EROSION AND SEDIMENTATION CONTROL MILLER CASS i MACLEOD LESLET S U <br /> £ REQUIREMENTS. SMITH-MILLER CHERYL A MILLS WTLUAM A <br /> PIN:9JJJ011 <br /> a 12,CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE OSHA.NCDOT AND SAFETY REQUIREMENTS. I \ OB 20a1 11 520 620 PIN:9]]7001932 DB 4535 PI 329 ORANGE COUNTY,NC 5 <br /> 8 CONTRACTOR I5 RESPONSIBLE FOR REPAIRING ALL CONSTRUCTION DAMAGE EXPEDITIOUSLY AND ON ZING:RB ZONING:RB <br /> 13. 5 <br /> AT NO ADDITIONAL COST TO THE OWNER. �� € <br /> 14.CONTRACTOR SHALL FIELD STAKE LOCATIONS TIME <br /> SYSTEM COMPONENTS PRIOR TO IE PROVIDED. T EXISTING " <br /> IXISTING INVERTS SMALL BE VERIFIED AT THIS TIME TO ENSURE MINIMUM SLOPES ARE PROVIDED. I / CONDITIONS j <br /> 15.ALL DITCHES SHALL BE LINED WITH 4-FOOT WIDE LANDLOK 450 TRM(OR ENGINEER ALPPROVED <br /> EQUAL)CENTERED IN 3— / m <br /> GRAPHIC SCALE: 1"- <br /> 16.ALL SLOPES GREATER THAN 3:1 SHALL BE STABILIZED WITH SLOPE STABILIZATION MATTING. / / PROJECT NUMBER DRAWING NUMBER g <br /> CONSULT GEOTECHNICAL ENGINEER FOR SLOPE DESIGN. <br /> / / o so mo zoo 30o A55602.00 I C-101 <br />