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DocuSign Envelope ID:07A4359F-6D47-4987-B1F1-BF667ACBB3BA <br /> ,•�N -CA <br /> A o o A o� �c� c.�pQ��0F <br /> A A _• <br /> 0 0 0 0 0 <br /> SEAL <br /> o (�D (�D o 0 0 0 0 0 0 = 028909 <br /> 3 d o 0 0 0 0 <br /> o cC 3do(MIN.) I N <br /> d ��-�, -�, -, PIPE OUTLET TO FLAT AREA WITH PIPE OUTLET �;SCL <br /> o " NO DEFINED CHANNEL do 0 0 0 0 0 <br /> PLAN VIEW DE WELL 8" COMPACTED <br /> PLAN VIEW �� � DEFINED CHANNEL <br /> ABC STONE <br /> L a L a o <br /> 0% SLOPE 0% SLOPE Z oN o <br /> o <br /> NC DOT#57 STONE v o <br /> d d O O O o W o0 <br /> FILTER CLOTH SECTION A-A FILTER CLOTH w W <br /> SECTION A-A ° L <br /> KEY IN 6"-9"; RECOMMENDED KEY IN 6"-9"; RECOMMENDED o 0 0 0 J <br /> FOR ENTIRE PERIMETER FOR ENTIRE PERIMETER N <br /> � zv <br /> 8 OZ NON-WOVEN o o o w ra <br /> It u <br /> NOTES: GEOTEXTILE <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 <br /> 0 0 <br /> 4" PERFORATED PVC <br /> CAP @ 0.1% (SDR 35) <br /> PERFORATIONS MAY BE: fle <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 UNDERDRAIN DETAIL <br /> JOINT FILLER, ALUMINUM HANDRAIL, <br /> NOT TO SCALE <br /> EQUAL TREADS — SEE STAIR DETAIL TYP. SEE NOTE 6 SEE DETAIL THIS SHEET 000NCRETE CURB 6" <br /> SEE DETAIL 2/SHT. 1 <br /> 3" METAL <br /> 6„ NOSING, TYP. • <br /> E QU7 L R I S E RISER 1,> TREAD)E A D STAIRS <br /> \%/ �/��// / %��/��//� /uz- r^ <br /> #57 STONE, 6" THICK <br /> 8„ <br /> • 8" 2" CLEARANCE NCDOT ABC STONE/° 8„ L <br /> (98 COMPACTION) <br /> #4 @ 12'$ EW ° ' 6" TYP. ABOVE TOP <br /> OF STEP/LANDING NCDOT#2 STONE 6" Lu <br /> 2-0 TOP & BOTTOM ° ° v <br /> W/ #3 STIRRUPS @ 10" D o I I 1=1 11=1 I I I I 1=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 I ff"11=I I Q I <br /> —I I I—I I M 1—"'—"'—"'_"'_"'_"'_"'="'="1=1 11=111=1 11=1 <br /> o III—III—III I COMPACTED SUBGRADE :III=III=III=III <br /> 7 D° C ° ° A —III—III I I-1 I I—,,—I 1 1-1 1 1-1 1 1-1 1 1-1 1 1-1 1 1-1 1 1=I I I—I I I—I I= <br /> ,i1���111���11 ���III� III��III���III���III� III��III� III��III� III��III� �111��111� Q <br /> 8 OZ NONWOVEN GEOTEXTILE <br /> TYPICAL SECTION THROUGH EXTERIOR STAIRS CONCRETE CURB DETAIL. <br /> NOT TO SCALE NOT TO SCALE TYP. GRAVEL PAVING SECTION ( ) L <br /> N.T.S J � <br /> NOTE: ABC TO BE INSTALLED AS 2 LIFTS Q Q <br /> L <br /> 0 0 <br /> L J <br /> O <br /> W C/) <br /> L <br /> 1 1/2 DIAMETER > <br /> ALUMINUM HANDRAIL — O z <br /> � D U <br /> 16' Q Z <br /> U = <br /> MIN 4'-0" L (� <br /> SEE SITE PLAN FOR O <br /> / ACTUAL WIDTHS 0 <br /> 4" CONC. SIDEWALK W/ J z Q <br /> 6"x6$'— W2.9xW2.9 WWF Q 00 <br /> < J <br /> Q 12' v <br /> O = <br /> TYP. GRAVEL PAVING SECTION <br /> N / LANDING <br /> SEE DETAIL REVISIONS <br /> CURB U —I — Imo" I #4 BAR- 12" OC EW <br /> 2 -#4 BAR CONT. <br /> 3 BEYOND D — I ��I I I I I I I I �� � • •a � .a • a <br /> LL <br /> D <br /> 0041> <br /> II <br /> CONCRETE <br /> COMPACTED SUBGRADE ABC STONE a . <br /> 3 STEPS MIN 4" NCDOT ABC STONE <br /> p NOTES: I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I <br /> Lu <br /> LJ ° D =1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 I I I I <br /> LANDING 1) CONTRACTION JOINTS TO B E AT 6' O.C. I I—III—III—III—III—III—III—I 11=1 11=1 11=1 11=1 11=1 I I I I <br /> D =1 I I=1 I I=1 I I=1 I I=1 11-1 11-1 11-1 11-1 11-1 11-1 11-1 I I,, I I 1-1 I I,, <br /> 0 <br /> 2) EXPANSION JOINTS TO BE AT ALL CHANGES „ <br /> ° ° D� ° IN DIRECTION AND AT 30' O.C. MAXIMUM. COMPACTED 8 12 4 12 <br /> W NOTE: 3) SIDEWALK SHALL BE MAINTAINED AT 1: 20 MAXIMUM SUBGRADE DESIGNED BY: <br /> MAXIMUM POST SPACING 6"-0" O.C. SLOPE IN ALL DIRECTIONS OF TRAVEL CTC <br /> M <br /> DRAWN BY: <br /> HANDRAIL DETAIL TYPICAL S DEWALK DETA L CONCRETE PAD AM <br /> CHECKED BY: <br /> N SCALE: 1" = 1'-0" NOT TO SCALE NOT TO SCALE CTC <br /> SCALE: <br /> a` <br /> 'a <br /> `o DATE: <br /> E <br /> FEBRURY 16, 2024 <br /> 0 PROJECT NUMBER: <br /> w <br /> w 2200365 <br /> m <br /> O <br /> O <br /> O <br /> O <br /> C4 . 0 <br /> O <br /> 0_ <br /> E <br /> N <br />