SWA000150_Plansheet - Misc. Detail_20220624 (2)

PUBLIC R/W VARIES
(DITCH LINE TO DITCH LINE)
VARIES'± VARIES'±
EXISTING US HWY 64 PROPOSED ROAD WIDENING
11'± 11'± 0' — 12'± 2'
TIES TO
GRADE EXISTING VARIABLE yARIA6 E Ya"/FOOT MIN, 4�
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CROSS SECTION
N.T.S.
PAVEMENT SCHEDULE
*SAWCUT 1' FROM EDGE OF PAVEMENT OF EXISTING SHOULDER
A — MATERIAL COMPACTED TO 95% STANDARD PROCTOR IN 6" LIFTS
B — 5" 1325.0 B COMPACTED TO 100% STANDARD PROCTOR
C — 3" OF 119.013 COMPACTED TO 95% OF MAXIMUM LAB DENSITY
D — 2" OF SF9.5B OVERLAY TO 95% OF MAXIMUM LAB DENSITY
(PAVEMENT SCHEDULE PER NCDOT PAVEMENT REPAIR DETAIL 654.01)
TWO-WAY UNDIVIDED (L-LINES
END Rcr
ROAD WORK m-b
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RECOMMENDED
POSTED SPEED LINK
MIN]YIIA
(MPH)
6I 610 SPACING
QD
6°
600'
ROADWAYS INTERSECTING ALONG 2 WAY UNDIVIDED WORK ZONE (Y-LINES)
Axo-,
1E1E1 III -r- LINE
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GENERAL NOTES
1- USE FLUORESCENT GRANGE SHEETING (TYPE VII OR HIGHERI ON ALL ADVANCED WORK ZONE SIGNS.
2- 00 NOT INSTALL ADVANCE WARNING SIGNS MORE THAN 3 DAYS PRIOR TO BEGINNING OF WORK,
UNLESS COVERED.
3- SIGNS SHOWN ARE REQUIRED FOR WORK ZONES THAT WILL REMAIN IN EFFECT OVERNIGHT. FOR
SHORT-TERM DAILY MAINTENANCE TYPE OPERATIONS, THIS SIGNING APPLICATION IS OPTIONAL; MAY
USE ONLY APPLICABLE ROADWAY STANDARD DRAWING$ INSTEAD. HOWEVER, IF THIS SIGNING
APPLICATION IS USED, SIGNS WAY BE PORTABLE MOUNTED.
4- ALL SIGN SPACING DIMENSIONS ARE APPROXIMATE. FIELD ADJUST AS NECESSARY OR AS DIRECTED.
5- USE 3LB STEEL U•CHANNEL POST OR 4" X 4" WOOD POST FOR ALL WORK ZONE SIGNS. 3LB STEEL
U-CHANNEL POSTS MUST MEET THE REQUIREMENTS OF STANDARD SPECIFICATION SECTION 1094-1(B),
MAY BE GALVANIZED STEEL, OR MAY BE PAINTED GREEN BY THE POST MANUFACTURER. SQUARE STEEL
TUBING POSTS HAVING EQUIVALENT STRENGTH OF THE 3 LB STEEL U-CHANNEL POST ARE ALSO
ACCEPTABLE FOR USE. ERECT SIGNS PER ROADWAY STANDARD DRAWING 1110.01. PAYMENT FOR WOOD
POSTS, 3L5 STEEL U-CHANNEL AND SQUARE STEEL TUBING POSTS WITH SIGNS WILL BE MADE
ACGORDING TO STANDARD SPECIFICATION "WORK ZONE SIGNS" SECTION 1110.
B- WHEN NECESSARY, USE SPLICING IN ACCORDANCE WITH ROADWAY STANDARD DRAWING 40, 1110.01.
7- DO NOT BACK BRACE SIGN SUPPORTS,
LEGEND
F STATIONARY SIGN
F DIRECTION OF TRAFFIC FLOW
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In C) GENERAL NOTES FOR FLAGGER OPERATIONS
p 1- REFER TO STD. 1101.11 SHEET 4 FOR SIGN SPACING.
oX 2 IIINSTALLLPSTREALANE CLOSURES OF WITH THE TRAFFIC FLOW, BEGINNING WITH DEVICES ON THE
f 0 H 3- REMOVE LANE CLOSURES AGAINST THE TRAFFIC FLOW, BEGINNING WITH DEVICES ON THE
m N Z DOWNSTREAM SIDE OF TRAFFIC.
Rl ❑ 4- PLC EEOf§OTIEJEDS THRU TSPEED LFIIRIITWORK AREA AT THE MAXIMUM SPACING EQUAL IN FEET TO 2 TIMES
TI
m O 5- EXTENQ-LANE CLOSURES AT THE SUFFER SPACE SUCH THAT STOPPING SIGHT DISTANCE IS
O y :0 PNOVIL7t0 TO THE FLAGGER (REFER TO STT7. 7101.11 SHEET 2}.
co 6- DO NOT STOP TRAFFIC IN ANY ONE DIRECTION FOR MORE THAN 5 MINUTES AT A TIME.
m 7- DRUMS OR SKINNY•DAL MAY BE USED �H LIEU OF CONES. REFER TO ROADWAY STANDARD
o DRAWING 1180.01 FOR SKINNY-pRUll RqE UI REWENT3. g
3- USE FLAGGERS TO PONTROL T OFA7CIRE
NFERSECT INTFROHSINITHAFFELA(CiGER EBY �WESI�19 CrW20u7&]
PULACEDMAPPROXIIMATELYL02C5A07FT. IN ADVANCE OF THE FLAGGER- FDA SIGNALIZED
INTERSECTIONS PLACE SIBRALS IN THE FLASH HDDE AND RECOMMEND THE USE OF LAW
ENFORCEMENT.
9- REFER TO 2009 MUTCD, CHAPTER 6, FOR FLAGGER CONTROL, REQUIREMENTS, AND PROCEDURES.
SHEET 1 OF 15 1Q 00 NOTT EXCEEpo A 1 MILE LgNE CLOSURE LENGTH UNLESS OTHERWISE SHOWN IN THE TMP OR
1 1 0 1 . 0P AS "NUECTEO BY THE ENGINEER.
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-GENERAL NOTES FOR PILOT CAR OPERATIONS
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1- USE PILOT CARS WHEN DIRECTED BY THE ENGINEER.
2- IF ROADWAY WIDTH IS LESS THAN 22 FEET (EOP TO EOP CONES MAY NOT BE HEOUIRED
THE WOWORARAREA �NATATPILDISCRETION OF THE ENGINEER. CONES MAY BE OMITTED ALONG
Q Q
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3- CONES ARE ALWAYS REQUIRED IN THE UPSTREAM AND DOWNSTREAM TAPERS.
H ❑ C11
4 MOUNT SIG-4 PILOT CAR FOLLOW ME" AT A CONSPICUOUS POSITION ON THE REAR OF
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THE PILOT VEHICLE. .
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5 OF NOT INSTALLTHEMERGE MORE END(0� THE MILE
CHGSURESURE, MEASURED FROM THE BEGINNING
LL
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F'
6- ADVISE RESIDENTS AND BUSINESSES WITHIN THE LANE CLOSURE LIMITS ABOUT METHODS OF
SAFE EGRESS AND INGRESS FROM MVEWAYS DURING FLAGGING AND PILOT CAR OPERATIONS.
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LEGEND
iV
try FLAGGER
CONE
PORTABLE SIGH
-40 DIRECTION OF TRAFFIC FLOW 111101.02
SHEET 1 OF 15
STRIPING LEGEND
YELLOW
SURFACES SHOULD BE CLEAN, DRY
CURBING
AND METAL SURFACES FREE OF HEAVY
AND
RUST 2 COATS SHERWIN WILLIAMS -
BOLLARDS -
KEM 4000 ACRYLIC ALKYD ENAMEL
PARKING LOT
SAFETY YELLOW 355Y300
STRIPING -
SURFACES SHOULD BE CLEAN, DRY.
PARKING LOT
TOP COAT SHERWIN WILLIAMS -
PROMAR TRAFFIC MARKING PAINT
YELLOW TM5495
HANDICAP
SURFACES SHOULD BE CLEAN, DRY.
STRIPING -
TOP COAT SHERWIN WILLIAMS -
PARKING LOT
PROMAR TRAFFIC MARKING PAINT "H.C."
BLUE
CONTRACTOR IS RESPONSIBLE FOR ALL PUBLIC UTILITY
CONNECTIONS (ELECTRIC, WATER, GAS, SEPTIC, SEWER)
AS WELL AS PROVIDING ALL INFRASTRUCTURES REQUIRED
BY UTILITY COMPANY
1 LOADING DOCK
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4x4
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FRONT 1x6 2x4
TOP VIEW
---I �— 1 0"
D2.13
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FRONT VIEW
2"
SCE
NOTES
1. WOOD TO BE TREATED PINE. USE GALVANIZED
NAILS FOR FASTENING.
2. NUMBER OF BOARDS WILL VARY DEPENDING
ON SPACE BETWEEN BOARDS AND ACTUAL
WIDTH OF BOARDS.
4x4
1x6
2x4
REAR VIEW
PRIVACY FENCE DETAILS
NOT TO SCALE
SITE DETAILS
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DRAWN BY: DIMS
CDC PROJECT NO.:
XXX PERMIT NO. xxx
SHEET
C922