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DocuSign Envelope ID:07A4359F-6D47-4987-B1F1-BF667ACBB3BA <br /> \A <br /> A �� A <br /> SEAL = <br /> 0 0 0 02- o 0 0 0 � <br /> 9 <br /> 3d <br /> o 3d (MIN.) <br /> o <br /> d ..,��',9 ,_G I NE,,'(O``�• <br /> PIPE OUTLET TO FLAT AREA WITH ''�. CL A�,,.` <br /> ° �� o NO DEFINED CHANNEL do PIPE OUTLET0 <br /> PLAN VIEW p PLAN VIEW TO WELL <br /> CHANNEL 8 COOMPACTEBC D <br /> L a L a <br /> 0 <br /> 0% SLOPE 0% SLOPE O O O O CD <br /> NC DOT#57 STONE v m u-) <br /> d d o 0 0 o Woc <br /> SECTION A-A FILTER CLOTH SECTION A-A FILTER CLOTH Z <br /> a � v <br /> KEY IN 6"-9"; RECOMMENDED KEY IN 6"-9"; RECOMMENDED O O O O 1-1 r <br /> FOR ENTIRE PERIMETER FOR ENTIRE PERIMETER �j �oN E <br /> 8 OZ NON-WOVEN O O O O w U z <br /> NOTES: GEOTEXTILE U <br /> 1. APRON LINING MAY BE RIPRAP, GROUTED RIPRAP, GABION BASKET, OR CONCRETE. o 0 0 <br /> op OUTLET PROTECTION DETAIL 2. La IS THE LENGTH OF THE RIPRAP APRON AS SHOWN ON TABLE <br /> NOT TO SCALE 3. d = 1.5 TIMES THE MAXIMUM STONE DIAMETER, BUT NOT LESS THAN 6 INCHES. <br /> 4. CLASS B RIP RAP O O <br /> 0 0 <br /> CAP <br /> 4" PERFORATED PVC <br /> @ 0.1% (SDR 35) <br /> PERFORATIONS MAY BE: <br /> -6 ROWS, .02"TO .04"ALTERNATING <br /> SLOTS, 5" LONG, 5"APART, OR <br /> -3 ROWS OF 1/2" HOLES 5 INCHES APART <br /> #4 @ 12" EW, TYP. 3/4" FLEXIBLE <br /> EQUAL TREADS - SEE JOINT FILLER, ALUMINUM HANDRAIL, UNDERDRAIN DETAIL <br /> STAIR DETAIL TYP. SEE NOTE 6 SEE DETAIL THIS SHEET <br /> NOT TO SCALE <br /> CONCRETE CURB 6" <br /> SEE DETAIL 2/SHT. 1 ,I <br /> 0 <br /> 3" METAL <br /> NOSING, TYP. <br /> 6" <br /> EQUAL RISERS <br /> SEE STAIR DETAIL <br /> � %ice//�i�/%/�/��% <br /> ///���� <br /> #57 STONE, 6" THICK <br /> 8" <br /> • 8„ 2" CLEARANCE 1 Q <br /> 1 � <br /> c° NCDOT ABC STONE <br /> #4 @ 12" EW ' 6" TYP. ABOVE TOP (98/o a COMPACTION) 8" w <br /> (0OF STEP/LANDING <br /> 2—#5 TOP & BOTTOM ° a NCDOT#2 STONE 6" w <br /> W/ #3 STIRRUPS @ 10" -III-III-III-I I I�III 1-III-"'�III-"-III-"'_III—"'_I I �I"=II"1 =I I 111 I �D <br /> A I- Q <br /> I I-I I I 1 z <br /> III-III-III I COMPACTED SUBGRADE -III-III-III=III <br /> -I I I-I I I I I �-I I a I 1=1 I I- Q <br /> CONCRETE CURB DETAIL III11111111111�,11111111 11111�111 11111�111 11111�111 11111�1i11 11�1 111�1i111 <br /> TYPICAL SECTION THROUGH EXTERIOR STAIRS 8 OZ NONWOVEN GEOTEXTILE Ir <br /> NOT TO SCALE NOT TO SCALE Q <br /> TYP. GRAVEL PAVING SECTION w <br /> N.T.S J <br /> NOTE: ABC TO BE INSTALLED AS 2 LIFTS Q Q <br /> w <br /> 0 0 <br /> w J <br /> F rr_^^ r0 <br /> V) r^^ <br /> MIN 4'-0" V J <br /> SEE SITE PLAN FOR w <br /> 1 1/2" DIAMETER ACTUAL WIDTHS <br /> ALUMINUM HANDRAIL — 4" CONC. SIDEWALK W/ O z <br /> 6"x6"- W2.9xW2.9 WWF D C) <br /> 16' 1/4":1' O Z <br /> MII I w <br /> II 11= D <br /> Q c cn <br /> I I�rr � I I I III „ I I..� J <br /> 12' II I I I <br /> III 1 O 2 <br /> I <br /> COMPACTED SUBGRADE REVISIONS <br /> LANDING MIN 4" NCDOT ABC STONE <br /> 0 M / LiNOTES: <br /> E CURB <br /> > BEYOND D 1) CONTRACTION JOINTS TO BE AT 6' O.C. <br /> 3 ° 2) EXPANSION JOINTS TO BE AT ALL CHANGES <br /> 00 °D IN DIRECTION AND AT 30' O.C. MAXIMUM. <br /> CONCRETE 3) SIDEWALK SHALL BE MAINTAINED AT 1: 20 MAXIMUM <br /> STEPS SLOPE IN ALL DIRECTIONS OF TRAVEL <br /> ui <br /> LANDING Li ° a ° TYPICAL S D E WA EK DETAIL <br /> p NOT TO SCALE <br /> N <br /> N <br /> S <br /> w NOTE: DESIGNED BY: <br /> MAXIMUM POST SPACING 6"-0" O.C. CTC <br /> M <br /> S DRAWN BY: <br /> N <br /> HANDRAIL DETAIL CHECKED BY: AM <br /> N <br /> N SCALE: 1" = 1'-0" CTC <br /> SCALE: <br /> 0 <br /> a <br /> a <br /> o DATE: <br /> E <br /> 5 NOVEMBER 08, 2023 <br /> PROJECT NUMBER: <br /> w <br /> W 2200365 <br /> U <br /> O <br /> O <br /> O <br /> ui <br /> C4 . 0 <br /> T <br /> O <br /> o. <br /> E <br /> m <br />