SW3220301_Plansheet 3A - Other_20220420

BEGIN 1.5" MILLING 25' IN ADVANCE OF THIS DOCUMENT, PRESENTED AS
AN INSTURMENT OF SERVICE, IS
BEGINNING OF NEW DRIVEWAY RADIUS. INTENDED ONLY FOR THESAWCUT 1.0 FT INSIDE EDGE SPECIFIC PURPOSE AND CLIENT
WIDTH OF MILLING SHALL EXTEND ACROSS OF EXISTING PAVEMENT FOR FOR WHICH IT WAS PREPARED.
IT SHALL NOT TO BE
ASTBOUND LANE TO WITHIN 691 OF r­CLEAN EDGE AND REMOVAL REPRODUCED OR COPIED IN
EXISTING LANE MARKINGS. EXISTING OF EXISTING CURB & GUTTER MOLE OR IN PART, NOR USED
LANE MARKINGS TO REMAIN. IrVITOHNdUT
Y OTHER PROJECT
US HM 74__ _____ 4
E
FILE 699) a 5 1
100' PUBLIC R\W (PC- Ml 10
STATE PROJ- # 8.1691802
. ..........
E 59.36 Al
__
2523"E
REPLACE EXISTING CURB TO
+ + NEAREST EXPANSION JOINT
+
+ + �EYOND END OF NEW RADIUS.
TYPICAL EACH END
+
2 5'
2
I u �! U 5' CD
Kevin E. Herring
C) 569 0+63 (Center of Driveway) ENGINEERING
EOP 569
Ex. .......... 16101 Silver Road
Cur
CD X 0800m, NC28129
— — — --------- 980-621-0935
Lf�
OC-568.25
X. ECIF 568— 568
DATE. 211212022
Curb — — — — —
HORIZ. SCALE = I"=10'
PAVEMENT SCHEDULE
VER T. SCALE I"=I'
BOC-568.5
DRAWN BY. keh
ZZ
1.5" TYPE S-9.5 C (SURFACE COURSE OVER ENTIRE MILL WIDTH)
7567
7
7 56
2.5" TYPE 1-19.0 C (INTERMEDIATE COURSE)
,� '. � ,®... Q .': ' ; '.' ' .,'. ®.:.. .: ' ° •• `�,. m � '' . ...0
8.0" TYPE B-25.0 C (BASE COURSE) in 2 Courses
7BOC-567.8 @) First 5" exte
10';<70' BOO-5,68-0
t Tr. 566 ------
566
565.5
ot _Qtba
j D,- Ero-
I i . ® r565 565
565.5
0 5 10 15 20 25 30 35 40 45 50 1+26 (End Milling)
4
569 569
of
DECORATIVE BRIC
68.12 >
UMN ENTRANCE +51 5 5 (�8� 0
ADA RAMP (TYP) 569 569 568
COL
SEE IL
(DESIGN BY OTHERS) DETASHT-3
UJI
TO BE LOCATED OUTSIDE
END ASPHALT OF SIGHT TRIANGLE2 <
B
BEGIN GRAVIE 568'968 5 6 7 567
0 5 10 15 20
QD
z
5
567 67
1z
LL- 1+01
01< 569 ---- 569
li U-k- ROADWAY IMPROVEMENT NOTES:
W -i O:D
1 W M ll 15
1> i."
®✓ 1) SAWCUT FOR BASE COURSE TO BE DONE SAME DAY THAT BASE COURSE
1< W I 0< IS TO BE PLACED.
1 Cr- U) - :) 38 68.25
,I-- W 566 566 U
B 0 5 10 15 20 25 30 35
'16" ------- 6"1 Finishg-d— 2) CONTRACTOR SHALL OPERATE EQUIPMENT AND CONDUCT OPERATIONS 568 568
SLOPE VARIES ----G�—cde � mu,", W
IN THE SAME DIRECTION AS FLOW OF TRAFFIC.
12"
1= 811 3) FILL AREAS WITHIN PAVEMENT SECTION TO BE COMPACTED TO MINIMUM 46
:1 Slope
OF 100% OF STANDARD PROCTOR MAXIMUM DRY DENSITY. 569 0+25
Existing Painted A 569
10 ---j-
White Skip Lane ---- 567 W 567
i 0 Line I, in. 5" Asphalt Base 4) DISTURBED AREAS TO BE SEEDED AND MULCHED IN ACCORDANCE WITH 68.50
1-0W course under all Cur
and utter within b SECTION 1660 OF NCDOT STANDARDS AND SPECIFICATIONS.
GR/W
7" Curb Thickness 5) EXISTING PAVEMENT MARKINGS TO REMAIN WITHIN LIMITS OF MILLING 568
v 'f 568
Subgrade, Compacted to 100% OPERATION. CARE SHOULD BE TAKEN IN KEEPING ASPHALT RESIDUE OFF
566
Maximum Dry Density as 566
MARKINGS DURING MILLING AND ASPHALT OVERLAY OPERATIONS 0 5 10 15 20
determined by AASHTO T-99 a)
as modified by NCDOT. C4 CL-4
W
6) PATCHING AND LEVELING MAY BE REQUIRED PRIOR TO ASPHALT
PAVEMENT SCHEDULE RESURFACING Mf= C) 4
567 567
1.5" TYPE S-9.5 C (SURFACE COURSE OVER ENTIRE MILL WIDTH) 7) TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH THE LATEST MANUAL 0 5 10 15 20 569 0+76 569 �11
ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AND NCDOT STANDARDS
2.5" TYPE 1-19.0 C (INTERMEDIATE COURSE) AND SPECIFICATIONS.
8.0" TYPE B-25.0 C (BASE COURSE) In 2 Courses
7) IT IS THE CONTRACTOR'S RESPONSIBILITY TO HAVE ALL UTILITIES LOCATED
First 5" extending 6" behind curb, second lift 3" PRIOR TO BEGINNING CONSTRUCTION. 0+00 (Begin Milling)
569 569 568 WIN- 568
100
r.80
8) CONTRACTOR RESPONSIBLE FOR NCDOT SPECIAL PROVISIONS AS ASSIGNED
N
DURING APPROVAL PROCESS. -68.52 N.T.S.
Will
568 568 567 567
43
567 567 566 566
0 5 10 15 20 0 5 10 15 20
uvwharsbelow.
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