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DocuSign Envelope ID:07A4359F-6D47-4987-B1F1-BF667ACBB3BA <br /> ill <br /> N <br /> F s <br /> 0 o A q <br /> A <br /> A o 0 0�o ACc� �� <br /> SEAL <br /> oo 0 0 0 0 0 0 = 028909 <br /> .0', <br /> 3 d o 0 0 0 0 <br /> o cC 3do(MIN.) <br /> 0 0 0 0 0 0 0 0 0 0 0 <br /> doE �-�, -�, -, PIPE OUTLET TO FLAT AREA WITH C/S CL P� <br /> NO DEFINED CHANNEL do 0 0 0 0 o PIPE OUTLET <br /> PLAN VIEW TO WELL u <br /> c <br /> PLAN VIEW � o 0 0 0 �- DEFINED CHANNEL 8" COMPACTED <br /> ABC STONE <br /> L a L a o <br /> 0% SLOPE 0% SLOPE Oo Z oN o <br /> rn <br /> NC DOT#57 STONE v o <br /> d d <br /> FILTER CLOTH SECTION A-A FILTER CLOTH wcm <br /> SECTION A-A ° 71 <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 /> CAP <br /> 4" PERFORATED PVC7 <br /> @ 0.1% (SDR 35) fle <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 <br /> 3" METAL <br /> 6„ NOSING, TYP. <br /> 6 EQUAL RISERS �- <br /> TOTAL 7" RISE, <br /> _ % <br /> 11" TREAD) <br /> #57 STONE, 6 THICK <br /> 8" 2" CLEARANCE Q <br /> Co <br /> #4 ® 12" EW 6" TYP. ABOVE TOP NCDOT ABC STONE 811 W <br /> CID �-� OF STEP/LANDING (98/° COMPACTION) <br /> 2—#5 TOP & BOTTOM ° d NCDOT#2 STONE 6" w <br /> �W/ #3 STIRRUPS @ 10" o 0 0 o <br /> o a A ° TI=ITI=III ITI=ITI=ITI=III=III=III=III=III=III=III=ITI=III=1 Q <br /> —III—III=1 1-11-11-11=11=11=11=11=11=11=1 I I—I 11=1 I I—I <br /> III-III-III I COMPACTED�SUBG�RADE III-III-III-III z <br /> =1 11=1 I I—I I- =1 I M I M 11 <br /> C O N C R E TE CURB DETAIL —1 <br /> = — <br /> 111III11�II ���III� III��III���III���III� III��III� III��III� III��III� III��IIII <br /> TYPICAL SECTION THROUGH EXTERIOR STAIRS 8 OZ NONWOVEN GEOTEXTILE <br /> NOT TO SCALE NOT TO SCALE 0 <br /> TYP. GRAVEL PAVING SECTION ( ) LJJ <br /> N.T.S J � <br /> NOTE: ABC TO BE INSTALLED AS 2 LIFTS Q Q <br /> LIJ <br /> 0 0 <br /> W J <br /> rram_^^ r0 <br /> V) ^^ <br /> MIN 4'-0" v J <br /> SEE SITE PLAN FOR TYP. GRAVEL PAVING SECTION Lu <br /> 1 1/2" DIAMETER ACTUAL WIDTHS SEE DETAIL > <br /> ALUMINUM HANDRAIL — 4" CONIC <br /> 6"x6"— W2.9xW2.9 WWF #4 BAR- 12" OC EW 2 -#4 BAR CONT. O U <br /> ZD <br /> 4, ui <br /> ABCSTONE 0 0 0 01.4ti <br /> I I I =1 I =1 I =1 I =1 I =1 I <br /> I r� I I - —IT1 I-T1 I-T1 I-T1 I-1 T 1T1 I1 IT1 I1 I =T1 I1 I =T1 I1 I =T1 I1 I =T1 I-1 1 1—T1 I <br /> J <br /> I II I II Qz <br /> 0_0- - - ---- - - - -=—=I Q J <br /> -=-=---=-=- <br /> 12 LTI I <br /> I I I � 8" 12„ 4�� 12" O 2 <br /> COMPACTED <br /> �H <br /> COMPACTED SUBGRADE SUBGRADE CAI�`��oR REVISIONS <br /> c° I LANDING MIN 4" NCDOT ABC STONE \��� �oFESS/, 2024-01-10-ADDENDUM 3 <br /> / LJ NOTES: _ Q <br /> CURB _ SEAL <br /> BEYOND 1) CONTRACTION JOINTS TO BE AT 6' O.C. CONC. PAD DETAIL SECTION <br /> 2) EXPANSION JOINTS TO BE AT ALL CHANGES N.T.S <br /> 00 °IN 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 /> a <br /> MLi a L p a o TYPICAL SIDEWALK DETA <br /> N LANDING—\ <br /> o NOT TO SCALE <br /> �D G <br /> `m <br /> o N OTE: DESIGNED BY: <br /> MAXIMUM POST SPACING 6"-0'$ O.C. CTC <br /> DRAWN BY: <br /> HANDRAIL DETAIL CHECKED BY: <br /> U) AM <br /> SCALE: 1" = 1'-0" <br /> CTC <br /> o SCALE: <br /> M — <br /> O <br /> N DATE: <br /> NOVEMBER 08, 2023 <br /> z PROJECT NUMBER: <br /> w <br /> 2200365 <br /> C4 . 0 <br /> O <br /> O <br /> N <br /> N <br /> O <br /> O <br /> M <br /> O <br /> O <br /> N <br /> N <br /> O <br /> N_ <br /> d <br />