20161069 Ver 2_C501 6-19-17_20190108

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Backfill proposed curb
seed & mulch all 1 3/8" WASHER
disturbed soil areas 3» W/ 1/2" STD. NUT .�
4" CRUSHER RUN STONE 64 WELDED TO PIN C: i
5" CONC. WALK �" M CIO
Expansion joints are to be placed 25'(max) apart 18 `� 1 /2" MILD STEEL Q
W/ 6X6 REINF. W.W.F I Face of curb 2 � �
depending on transverse joint markings and the . ° PIN
1 /2" EXPANSION JOINT - I I—III— ° 1-1/2" asphaltic concrete surface
need to match curb expansion joint where � 20' O.C. MAXIMUM �(SM) � �
sidewalk is built directly against curb. =III=III /
EXP. JT. FILLER —I I I=I 7.5° 1° o U ti z
fv"=III=III I ° %� � CONC. WHEEL
3" Wide Smooth Trowel _ STOP AS MANUF. +-+
° ° o —IIIIII—III ° �
Finish (Typ.) 5'-0"
° °^ ° =III Tack coat 3 L —
° ° ° ° ° ° BY SOUTHERN Ln
(TYp.) - I T I—I I �1If I I=I 6„ 6 ° ° ° ° C8'S 0"S LONG TONE U)�
Control Joint _ _ _ =III Q +� V
1-1/2" base mix (Asphalt W z O
—I ° 1 Concrete BM) _�/ �
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it ili iIiII =1 1111 I I1 11 111 11 I I1 11 I I o
=11 11=11 11=1 1=1 I I=1—I 11=1 I
'il_i—IIII -III II 6" mineral aggregate base per 3/4" HOLE 1'-0"
Curb Expansion Joint NCDOTStandards FROM EA. END = �
Curb Expansion Joint/
Expansion Joint Medium Broom Compacted subgrade
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Finish (Typ.) O
PLAN
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2 Medium Duty Paving With Curb Wheel Stop
N.T.S. N.T.S.
Backfill proposed curb Q0 rn
seed & mulch all 1/2" PREFORMED 6
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4" CRUSHER RUN disturbed soil areas EXP. JOINT FILLER 6" 6" I i , U W
STONE BASE -V *k LU
5" CONC. WALK 4" CRUSHER RUN STONE
SIDEWALK MACHINE FORMED > U) �
5" CONC. WALK CONCRETE CURB \ W
6x6 W1.4xW1.4 WWF Z
W/ 6x6 REINF. W.W.F ° Face of curb ASPHALT BINDER _
1-1/2" asphaltic concrete surface °. ° COURSE O J LU
1/2" -TOOLED JOINT.(SM) I III=III o ° ° P 11 1 \\
„ — = 7.5" °° ° ° ° COURSE FINISH Q W V Z w
I I ° ° ° o Z� J J
�, I=1 I=1 ° ° ` ° ° ° ° sub -BA E Q W O " J °°
a ° ° =IIIIII—III ° ° ° > N
Tack coat , ° a I J Q Q ><
6'� 6 LO
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° 2-1/2" base mix (Asphalt =III= ° ° ° ° ° ° ° ° Y
4 ° Cri
Concrete BM) I—I 14 _ ° — — �_: —� O W
11 11 11 11 1=111 11 111 11 11= iIIIIII=iii= =1 111 11 111 1III1 I1 I 1-111-1 =1 I I ==1 I ==1 11= =1 I I ==1 I I = AN p � a
III I 1--
I=1 I I III I �I I—II 1:= I I I—II ;III—III—I I I—III I I I—III—III —III—I I I =1 I I—I I I=1 I I—I I I=1 I I—I I I=1 I I—I I I=1 I I—I
_T_ —III=I �=III- 8 mineral aggregate base per —� �_�—�=1 I I—III=�-III-1—I l cn
Control Joint NCDOT Standards p
Compacted subgrade 0- (n
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Sidewalk Detail 3 Heav Dut Pavin with Curb 5 Machine Formed Concrete Curb o
N.T.S. N.T.S. y y g N.T.S. Cl)
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CONTROL JOINT 8" Concrete section see joint
SEE DETAIL pattern detail
8" Concrete paving
MATCH TOP °
ASPHALT FINISH
5" CONC. WALK OF EXIST PAVING m 4 4 ° ° ° W
CURB ° ° •. 4 a
6x6 W1.4xW1.4 WWF 6"t BINDER LAYER ° 0 c) ° 0 C)o O.D.
0 O0 � O 6 Mineral aggregate base per ° ° 40
STONE BASE NCDOTStandards ° ° Contraction X11=1 1=11�
FF M 6 CRUSHER RUN 0 O o o O O X 16' Max.
° 4 4 °°4 ° joint (Typ.) * SELECT MATERIAL IIII IIII * ALL UTILITY AND STORM DRAIN --
a� COMPACTED TO 95% TRENCHES LOCATED UNDER AREAS
° SECTION ° ° ° STD. PROCTOR IIII IIII IT TO RECEIVE PAVING SHALL BE 4-1
(o4.
8" MIN. COMPLETELY BACKFILLED WITH
° Concrete 3'-0" V-0" Asphalt ° 9 CRUSHED STONE BASE MATERIALS Q
AS SPECIFIED UNDER PAVING,
4 ° ° Notes: O' PLACED IN 8" LIFTS COMPACTED
° - 4 d - ° All contraction joints shall be sawed to 1/3 slab thickness. Joints at building and retaining \ TO 95% STANDARD PROCTOR O �r/^�
bo ° ° 0 oo 0 0 0 0o O 1 g g 0.5 O.D. 4—
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° © 00 0 00 0 DENSITY. .2-
00,01,1 I IIIIIII=III I I 4 ° ° ° 4°. 0 0 0U_
0 00o o0 0 00 walls shall be expansion joints. Construction joints shall be thickened edge joints or shall be ill o U
=III=III= 1=III=III= ° ° -O o 0 00 00 00 0 00 Oo doweled with 1"0 plain smooth dowel bars 18" long each placed at 12" O.C. The exposed 1—I 6 MIN. v,
=III=III=III=III III ° ° ° co 0 61(�100 O�O000
0 0 0 �O o O .o 0 0 0 0 00 00 end of the dowel bar shall be greased prior to placement of new concrete. it I 1=I I I=I I I=111=1'' 0
O O Q CRUSHED—/0'
X00 0 0000 �0 00 00 Unless otherwise shown on joint layout plan.
IIIIIIIIIII—III III III—III —III=IIIIII—III STONE
=:d Ed I —III—I I —I I—III—I I—III— I—III—III—I I I— Construct thickened edge at cc
I I—III—III—III—III III III—III III III—III—III—III transition
3" 6" 1 - #5 REBAR CONCRETE/ASPHALT TRANSITION JOINT PATTERN DETAIL
6 Integral Curb/Sidewalk 7 g
Concrete Paving Detail 8 Storm Sewer Bedding
N.T.S. N.T.S. N.T.S. o
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Drawn By CDB
Checked EJB
Approved EJB
Job No. 217045
N.T.S. 5-19-17
Scale Date
APPROVED BY PURCHASER / TENANT DATE
APPROVED BY DEVELOPER / SELLER DATE C501
Sheet No.