Orange County NC Website
Browse       Search
DocuSign Envelope ID:07A4359F-6D47-4987-B1F1-BF667ACBB3BA <br /> _ SEAL <br /> - i <br /> c), 028909 _ <br /> IN <br /> Z o <br /> 0 <br /> ■ v lD <br /> r� O <br /> V1 � 4 rn <br /> N u1 <br /> v� o <br /> ! 0? � <br /> � w o � <br /> 695 *K <br /> x .4545 Z o <br /> C� G P S <br /> wN E <br /> �.... Z Z U <br /> M Z <br /> W <br /> GRAVEL PAVE REPAIR � � � <br /> �o O O O (SEE TYP. DETAIL) <br /> GRAPHIC SCALE <br /> • � O<�� 20 0 10 20 40 80 <br /> f \ ( IN FEET) <br /> 1 i <br /> CLEANOUTS \ NOTES: f Y= <br /> 1. NEW SIDEWALK AND LANDING AT 2% MAX CONTRACTOR TO FINE GRADE <br /> { I SURROUNDING AREA SO GRADE IS FLUSH WITH TOP OF SIDEWALK. <br /> C 4" PERFORATED PVC IP <br /> UNDERDRAIN @ 0.1% <br /> (SE <br /> 51 (SEE DETAIL) <br /> 11 � O O O <br /> � <br /> I9 <br /> ® 6 116 <br /> 1 o WELL/FAKE ROCK <br /> 0.75' e \ <br /> 7T Wall wit <br /> an r � C <br /> o� <br /> • EXISTING CONCRETE o <br /> PAVEMENT (l) <br /> Q <br /> - m NEW DI 0- <br /> RIM 687.0 <br /> 691 _ w <br /> INV 685.5 <br /> EXISTING CONCRETE / / \ \ SLOPE NEW PAD TO DROP <br /> RETAINING WALL INLET AS LOW POINT <br /> � w <br /> 7� <br /> _ NEW 5' WIDE CONCRETE <br /> SIDEWALK AND LANDING LINED D H D SMOOTH <br /> or < <br /> NEW CONCRETE STAIRS AND / W \\ LINED @ <br /> • RAILING 0.7% ]w 0� <br /> JUNCTION <br /> 0 <br /> NEW 20X40 CONCRETE PAD. ABUT SOUTHERN `� '� -� I RIM 686.1 <br /> EDGE TO TOE OF SLOPE. DOWEL TO w <br /> EXISTING SLAB WITH 12"#4 REBAR EVERY 2'. � ` "' <br /> w <br /> \ Do Not � `\ / _S5 SS <br /> ui <br /> Enter Sign _-SS <br /> - \ % V <br /> _ , 0 <br /> ■ Light Pole with 3y —'_ 1 TON CLASS A RIPRAP J <br /> Cameras �\ — OUTLET PROTECTION 06 O <br /> ON GEOTEXTILE - FIT <br /> TO SHAPE OF DITCH <br /> uj <br /> T PATCH ROAD CUT WITH 8 / z <br /> COMPACTED ABC STONE 55 X x - _ <br /> • 68 ON GEOTEXTILE 00UT 0 () <br /> 10'WIDE MIN / 'R O Z <br /> ' # LINED LF IHDPEOOTH v C) � <br /> APPROXIMATE LOCATION OF 2" PV ° @ w <br /> / $6 SEPTIC FORCE MAIN AND UNDERGROU 0.7/o <br /> 6 ELECTRIC. CONTRACTOR TO LOCATE Z Z Iz <br /> - - PRIOR TO NEW STORM PIPE INSTALL AND J Q m 1L ' VERIFY FOR NO CONFLICT. - co <br /> • �� } REVISIONS <br /> 2024-01-10-ADDENDUM 3 <br /> ■ <br /> r A- <br /> X� <br /> XJ <br /> x 688.6620 <br /> GPS <br /> a <br /> 0 <br /> M DESIGNED BY: <br /> N CTC <br /> DRAWN BY: <br /> ro <br /> AM <br /> m <br /> CHECKED BY: <br /> _ <br /> CTC <br /> W <br /> SCALE: <br /> 1" 20' <br /> DATE: <br /> NOVEMBER 08, 2023 <br /> 'z PROJECT NUMBER: <br /> w <br /> a <br /> 2200365 <br /> N J <br /> c1 <br /> O <br /> O <br /> N <br /> N <br /> C3 . 0 <br /> �1116 <br /> o <br /> 0 <br /> N <br /> N <br /> O <br /> N <br /> a <br />