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DocuSign Envelope ID:07A4359F-6D47-4987-B1F1-BF667ACBB3BA <br /> ��rnn u r r <br /> 7 i ♦ _ <br /> SEAL <br /> ` 028909 <br /> �. <br /> L-' . N1� I N�� �♦ <br /> S CLP� <br /> ■ <br /> 0 <br /> I--I CD o <br /> v CD <br /> � o <br /> • - ,�/ n Lcno <br /> W ocn �t <br /> JC2w rn c <br /> X 695.4545 _ Qj <br /> GPS 4 N <br /> � LnJ <br /> l]A N S= <br /> r vQ, t el <br /> GRAVEL PAVE # W w Z <br /> REPAIR <br /> =1i =1i -7' -7' SEE TYP. DETAIL <br /> r <br /> CLEANOUTS - <br /> 4" PERFORATED <br /> PVC UNDERDRAIN <br /> +, \ @ 0.1% <br /> (SEE DETAIL) <br /> —1/ ty--IJC346 <br /> WELL/FAKE ROCK69. <br /> EXISTING CONCRETE <br /> PAVEMENT C) <br /> EXISTING CONC Lu <br /> RIM 687.0 <br /> RETAINING WALL NEW Ir <br /> • INV 685.5 ---_ W <br /> SLOPE NEW PAD 0 <br /> NEW 5' WIDE TO DROP INLET AS Q <br /> CONCRETE SIDEWALK LOW POINT - z <br /> AND LANDING Q <br /> i NEW CONCRETE 100 LF 12" <br /> STAIRS AND RAILING _ SMOOTH <br /> -' LINED HDPE <br /> Lu <br /> NEW 10 x 20 @ 0.7% C <br /> CONCRETE PAD / NEW JUNCTION <br /> / RIM 686.1 LZ aQ <br /> !_all-' T 1 TON CLASS A U 0 <br /> RIPRAP OUTLET 0 J <br /> PROTECTION ON 06 0 <br /> GEOTEXTILE - FIT3: u) <br /> I 00 - - TO SHAPE OF <br /> PATCH ROAD CUT / DITCH uJ <br /> WITH 8" ~ <br /> COMPACTED ABC / * x x x x O z <br /> Z) U <br /> I STONE ON GEOTEXTILE / �/� 90 LF 12" INV OUT (� 0 0 z <br /> 10' WIDE MIN SMOOTH 684.0 U <br /> LINED HDPE W D <br /> � @ 0.7% z Z � <br /> Q °m <br /> —i Q cr U) <br /> j <br /> 0 <br /> i REVISIONS <br /> a — <br /> } <br /> o � <br /> N <br /> O / _ <br /> N <br /> W `T <br /> N <br /> w JC1 <br /> x 688.6620 �X <br /> 0 <br /> GPS <br /> 0 <br /> N <br /> N <br /> Q <br /> U <br /> 5 <br /> w - DESIGNED BY: <br /> • CTC <br /> DRAWN BY: <br /> N <br /> 0 <br /> AM <br /> CHECKED BY: <br /> N <br /> N CTC <br /> SCALE: <br /> 1" = 20' <br /> o DATE: <br /> E <br /> NOVEMBER 08, 2023 <br /> U <br /> PROJECT NUMBER: <br /> w <br /> w 2200365 <br /> U <br /> O <br /> O <br /> C3 . 0 <br /> O <br /> a <br /> E <br />