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DocuSign Envelope ID:07A4359F-6D47-4987-B1F1-BF667ACBB3BA <br /> ■ `,,,` unnnpgr <br /> r rrr <br /> �N- A ROB '- <br /> SEAL <br /> - i <br /> ;0�, 028909 _ <br /> Q <br /> C Lmr <br /> P <br /> EPIC <br /> i U <br /> Z o <br /> 0 <br /> ■ v lD <br /> r� O <br /> rn <br /> N u1 <br /> v� o <br /> > 0? L <br /> Q�OC� �C w o0 *K <br /> x 695.4545 Z o <br /> C� G P S �, r <br /> E <br /> � V LL <br /> �.... Z Z V <br /> M Z <br /> GRAVEL PAVE REPAIR LLJ <br /> (SEE TYP. DETAIL) <br /> GRAPHIC SCALE <br /> • � O<�� 20 0 10 20 40 80 <br /> f \ ( IN FEET) <br /> 1 inch = 20 ft. <br /> CLEANOUTS \ NOTES: <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 <br /> ERDRAIN @ 0.1% <br /> (SE <br /> 1 (SEE DETAIL) <br /> O O O <br /> � <br /> I9 <br /> ® 6116 WELL/FAKE ROCK <br /> I O <br /> 0.75' e <br /> I _ Wall wit : C <br /> 7/ <br /> Handrail O <br /> • EXISTING CONCRETE o <br /> m <br /> • PAVEMENT Cl) <br /> 51 <br /> >� m NEW DI <br /> 691 _ - RIM: 687.0 <br /> INV: 684.95 �■■i <br /> EXISTING CONCRETE � / - � \ <br /> RETAINING WALL SLOPE NEW PAD TO DROP Ir <br /> INLET AS LOW POINT w <br /> m <br /> _ NEW 5' WIDE CONCRETE '' z <br /> " SMOOTH <br /> SIDEWALK AND LANDING CP 100 LF 12 <br /> NEW CONCRETE STAIRS AND / w LINED HDPE @ <br /> • RAILING 0.5% <br /> NEW JUNCTION Q <br /> NEW 20X40 CONCRETE PAD. ABUT SOUTHERN �\ _ RIM: 686.1 <br /> EDGE TO TOE OF SLOPE. DOWEL TO i INV: 684.45 w <br /> _ - <br /> EXISTING SLAB WITH 12"#4 REBAR EVERY 2'. � ` w w <br /> \ F__ W <br /> \6�qa, / \\ \\\ / 55 Q <br /> w <br /> \ Do Not �\ `� � / --55� � <br /> - 1 / Enter Sign �\ —SS SS <br /> A _ <br /> • Light Pole with 35/ 1 TON CLASS A RIPRAP J <br /> Cameras �\ / - OUTLET PROTECTION 06 0 <br /> ON GEOTEXTILE - FIT <br /> TO SHAPE OF DITCH <br /> ui <br /> T PATCH ROAD CUT WITH 8" / / z <br /> COMPACTED ABC STONE 55 /* X X INV OUT O 0 U <br /> ■ ON GEOTEXTILE 684.0 <br /> O <br /> 10'WIDE MIN / 'R Z <br /> 7 90 LF 12" SMOOTH v <br /> / APPROXIMATE LOCATION OF 2" PVC LINED HDPE @ w0.5% ' � /`J� � <br /> SEPTIC FORCE MAIN AND UNDERGROUND 0 <br /> _ ELECTRIC. CONTRACTOR TO LOCATE Z Z Iz <br /> PRIOR TO NEW STORM PIPE INSTALL AND J Q 0 <br /> VERIFY FOR NO CONFLICT. - 120 <br /> Cl) <br /> ri <br /> REVISIONS <br /> Tr <br /> 6 ■ <br /> a <br /> M <br /> ■ <br /> N <br /> O <br /> N <br /> O <br /> N <br /> T <br /> `m <br /> m <br /> LL <br /> 3 <br /> x 688.6620 <br /> GPS <br /> AbN <br /> Q <br /> U <br /> 5 <br /> w DESIGNED BY: <br /> M <br /> CTC <br /> DRAWN BY: <br /> N <br /> 0 <br /> AM <br /> M <br /> S CHECKED BY: <br /> N <br /> N CTC <br /> SCALE: <br /> 1" 20' <br /> DATE: <br /> E <br /> FEBRURY 16, 2024 <br /> U <br /> PROJECT NUMBER: <br /> w <br /> 2200365 <br /> w - <br /> N <br /> U <br /> O <br /> O <br /> 0 <br /> C3 . 0 <br /> a <br /> E <br /> m <br />