HomeMy WebLinkAboutC-PLN-2201500-THE YARD-MAJOR SITE PLAN_2023-06-20-PDFPart-6NO
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3420 Toringdon Way
(704) 565-7070
Charlotte, NC 28277
Suite 210
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EXISTING
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3420 Toringdon Way
(704) 565-7070
Charlotte, NC 28277
Suite 210
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Reviewed
Project No.
Scale
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Date
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A.R.M.
PROPOSED
CONDITIONS
DRAINAGE AREA
MAP
PD-1
Title
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3420 Toringdon Way
(704) 565-7070
Charlotte, NC 28277
Suite 210
Designed
Reviewed
Project No.
Scale
Drawn
Date
2201500
06/20/2023
De
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RE
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A.R.M.
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AS NOTED
P.R.J.
A.R.M.
NCDOT ROAD
PLAN
RD-1
Title
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2023 BL COMPANIES, INC. THESE DRAWINGS SHALL NOT BE UTILIZED BY ANY PERSON, FIRM OR CORPORATION WITHOUT THE SPECIFIC WRITTEN PERMISSION OF BL COMPANIES.C
3420 Toringdon Way
(704) 565-7070
Charlotte, NC 28277
Suite 210
Designed
Reviewed
Project No.
Scale
Drawn
Date
2201500
06/20/2023
De
s
c
.
RE
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CAD File:
RD220150001
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NC Engineering Firm
Lic. #C-4082
A.R.M.
TRAFFIC CONTROL PLAN - PHASE II
EXISTING DRIVEWAY CONSTRUCTION
TRAFFIC CONTROL PLAN - PHASE I
PROPOSED DRIVEWAY CONSTRUCTION
US-421
ROAD IMPROVEMENT PLAN
PROPOSED DRIVEWAY
WB-67 RIGHT ONLY TURN OUT
NONE
P.R.J.
A.R.M.
NCDOT NOTES
AND DETAILS
RD-2
Title
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2023 BL COMPANIES, INC. THESE DRAWINGS SHALL NOT BE UTILIZED BY ANY PERSON, FIRM OR CORPORATION WITHOUT THE SPECIFIC WRITTEN PERMISSION OF BL COMPANIES.C
3420 Toringdon Way
(704) 565-7070
Charlotte, NC 28277
Suite 210
Designed
Reviewed
Project No.
Scale
Drawn
Date
2201500
06/20/2023
De
s
c
.
RE
V
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I
O
N
S
Da
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No
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CAD File:
RD220150001
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NC Engineering Firm
Lic. #C-4082
A.R.M.
TRAFFIC CONTROL NOTES - NCDOT
BY REFERENCE HERETO, THESE PLANS MAY INCLUDE, BUT ARE NOT NECESSARILY LIMITED TO THE FOLLOWING NORTH CAROLINA DEPARTMENT OF
TRANSPORTATION (NCDOT) ROADWAY STANDARD DRAWINGS AND THE LATEST REVISIONS THERETO, AS AN INTEGRAL PART OF THESE PROJECT
PLANS.
NCDOT STANDARD DRAWING REFERENCE NUMBERS
1101.01 1101.04 1110.02
1101.02 1101.05 1115.01
1101.03 1101.11 1130.01
ALL TRAFFIC CONTROL DEVICES, SIGNS, PAVEMENT MARKINGS, AND OPERATIONS SHALL BE PERFORMED IN STRICT ACCORDANCE WITH THE ABOVE
STANDARD DRAWINGS, THE APPLICABLE NCDOT SPECIFICATIONS, AND THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) UNLESS
OTHERWISE NOTED HEREIN.
THE TRAFFIC CONTROL AND CONSTRUCTION SEQUENCE SHOWN ON THE PLANS HAS BEEN DEVELOPED BASED UPON TEMPORARY LANE
CLOSURES OF US HIGHWAY 421 (US-421) BEING PERMITTED BY NCDOT. LANE CLOSURES WILL ONLY BE PERMITTED FOR CONSTRUCTION
OPERATIONS DURING THE HOURS OF 9 A.M. TO 4 P.M. DURING PERIODS OF CONSTRUCTION WHERE LANE CLOSURES ARE NOT REQUIRED,
US HIGHWAY 421 (US-421) SHALL REMAIN OPEN TO TWO-WAY TRAFFIC. CONSTRUCTION OPERATIONS MAY BE PERFORMED USING STANDARD
LANE CLOSURES IN ACCORDANCE WITH NCDOT STANDARDS AS NOTED ABOVE AND WITHIN THE FOLLOWING
GENERAL NOTES AS APPROPRIATE
1.CONTRACTOR SHALL NOTIFY THE DISTRICT ENGINEER'S OFFICE AT LEAST 48 HOURS PRIOR TO BEGINNING CONSTRUCTION. FOR OPERATIONS
REQUIRING LANE CLOSURE, DRUMS SHALL BE USED.
2.FLASHING ARROW PANELS MAY BE USED FOR DAY AND NIGHT LANE CLOSURES.
3.A HORIZONTAL ROW OF BULBS SHALL NOT BE CONSIDERED AN ACCEPTABLE CAUTION MODE OF DISPLAY
4.ANY SIGNS PLACED ON PAVEMENT SHALL BE PORTABLE MOUNTED, UNLESS OTHERWISE DIRECTED BY ARROW PANELS SHALL BE LOCATED ON
THE SHOULDER (PAVED OR UNPAVED) EXCEPT FOR TEMPORARY RIGHT LANE CLOSURE WHERE NO SHOULDER EXISTS. WHEN THE ARROW
PANEL MUST BE PLACED IN THE CLOSED LANE, IT SHALL BE LOCATED JUST BEHIND THE TAPER CREATED BY THE CHANNELIZING DEVICES
5.THE MAXIMUM SPACING BETWEEN CHANNELIZATION DEVICES IN TAPER OR TRANSITION AREAS SHOULD BE EQUAL IN FEET TO THE POSTED
SPEED LIMIT.
6.THE MAXIMUM SPACING BETWEEN CHANNELIZATION DEVICES THROUGH THE WORK AREA SHALL BE APPROXIMATELY EQUAL IN FEET TO TWO (2)
TIMES THE POSTED SPEED LIMIT.
7.FOR TAPER LENGTHS (L) AND STOPPING SIGHT DISTANCE, SEE TABLES ON NCDOT STANDARD DRAWING NO. 1101.11.
8.CONTRACTOR SHALL REMOVE ALL CONFLICTING PAVEMENT MARKINGS BY THE END OF EACH WORKDAY.
9.ANY SIGNS PLACE ON PAVEMENT SHALL BE PORTABLE MOUNTED, UNLESS OTHERWISE DIRECTED BY THE PLANS OR THE ENGINEER.
10.SEE THE TRAFFIC CONTROL PLAN FOR ADDITIONAL DETAILS OF PAVEMENT MARKINGS.
11.AT THE END OF EACH WORKDAY, CONTRACTOR SHALL RE-GRADE OR SHAPE ANY CONSTRUCTION AREA ADJACENT TO AN OPEN TRAVEL LANE
SUCH THAT THE ELEVATION OF THE CONSTRUCTION AREA IS NO MORE THAN 2" ABOVE OR BELOW THE ELEVATION OF THE ADJACENT
TRAVELWAY.
12.ALL DIMENSIONING SHOWN IS APPROXIMATE.
13.ALL CONSTRUCTION WARNING SIGNAGE, TRAFFIC CONTROL DEVICES, STRIPING AND OPERATIONS SHALL BE IN ACCORDANCE WITH NCDOT
STANDARDS.
14.ALL EXISTING DRIVEWAYS SHALL REMAIN OPEN
15.ONLY DRUMS SHALL BE USED
16.LANE CLOSURES SHALL OCCUR DURING NON-AM (6AM-9AM) AND NON-PM (4PM-6PM) PEAK HOURS DURING REGULAR BUSINESS DAYS (M-F)
17.TEMPORARY LANE CLOSURES FOR INSTALLATION OF STORM DRAINAGE PIPE AND/OR STRUCTURES ACROSS "OPEN" TRAFFIC LANES SHALL BE IN
ACCORDANCE WITH NCDOT STANDARD DRAWING 1101.02.
18.TEMPORARY LANE CLOSURES FOR CONSTRUCTION OF WIDENING AREAS AND RESURFACING SHALL BE IN ACCORDANCE WITH NCDOT STANDARD
DRAWING 1101.02.
19.PAINT MAY BE USED FOR TEMPORARY MARKINGS IN ACCORDANCE WITH NCDOT STANDARDS.
20.THIS TRAFFIC CONTROL PLAN IS TO SERVE AS A GUIDE ONLY. OTHER SIGNS MAY BE REQUIRED DURING CONSTRUCTION AS REQUIRED BY
NCDOT.
21.ANY EXISTING CONFLICTING MARKINGS SHALL BE REMOVED PRIOR TO SHIFTING TRAFFIC.
22.EXISTING REGULATORY AND WARNING SIGNS WHICH CONFLICT WITH THE CONSTRUCTION SIGNAGE SHALL BE REMOVED DURING
CONSTRUCTION AND SHALL BE REINSTALLED AS DIRECTED BY THE NCDOT
23.THE SPACING OF SIGNS AND CHANNELIZATION DEVICES MAY BE ADJUSTED TO FIT THE GEOMETRIC CONDITIONS ENCOUNTERED, SUCH AS
DRIVEWAYS, INTERSECTING ROADWAYS, VERTICAL AND HORIZONTAL ALIGNMENT, ETC., SUBJECT TO NCDOT APPROVAL.
24.A LONG-TERM BUT SPORADIC-USE WARNING SIGN MAY REMAIN IN PLACE WHEN NOT REQUIRED, PROVIDED THE SIGN FACE IS FULLY COVERED.
25.TRAFFIC CONTROL DEVICES SHALL NOT BE DISPLAYED OR ERECTED UNLESS RELATED CONDITIONS ARE PRESENT NECESSITATING WARNING.
26.USE OF BARRICADES, PORTABLE BARRIER RAILS, VERTICAL PANELS, AND DRUMS SHALL BE TO THE IMMEDIATE AREAS OF CONSTRUCTION
WHERE A HAZARD IS PRESENT. THESE DEVICES SHALL NOT BE STORED ALONG THE ROADWAY WITHIN THIRTY (30) FEET OF THE EDGE OF THE
TRAVELED WAY BEFORE OR AFTER USE UNLESS PROTECTED BY BARRIERS. THESE DEVICES SHALL BE REMOVED FROM THE CONSTRUCTION
WORK ZONE WHEN THE ENGINEER DETERMINES THEY ARE NO LONGER NEEDED. WHERE THERE IS INSUFFICIENT RIGHT-OF-WAY TO PROVIDE
FOR THIS THIRTY (30) FOOT SETBACK, THE ENGINEER SHALL APPROVE ALTERNATE LOCATIONS.
27.THE CONTRACTOR WILL NOT BE PERMITTED TO PARK ANY VEHICLES OR CONSTRUCTION EQUIPMENT DURING PERIODS OF INACTIVITY, WITHIN
THIRTY (30) FEET OF THE EDGE OF PAVEMENT WHEN THE LANE IS OPEN TO TRAFFIC, UNLESS PROTECTED BY BARRIERS INSTALLED FOR OTHER
PURPOSES. PRIVATELY OWNED VEHICLES SHALL NOT BE ALLOWED TO BE PARKED WITHIN THIRTY (30) FEET OF AN OPEN TRAFFIC LANE AT ANY
TIME UNLESS PROTECTED AS DESCRIBED ABOVE. WHERE THERE IS INSUFFICIENT RIGHT-OF-WAY TO PROVIDE FOR THIS THIRTY (30) FOOT
SETBACK, THE ENGINEER SHALL APPROVE ALTERNATE LOCATIONS.
28.CONTRACTOR SHALL WORK ON ONLY ONE SIDE OF THE ROADWAY AT A TIME UNLESS APPROVED IN WRITING BY NCDOT.
29.CONTRACTOR SHALL COORDINATE ALL SEQUENCE OF CONSTRUCTION AND MAINTENANCE OF TRAFFIC OPERATIONS WITH THE N.C.
DEPARTMENT OF TRANSPORTATION (NCDOT). MAINTENANCE OF TRAFFIC OPERATIONS IN THIS AREA IS SUBJECT TO REVIEW AND APPROVAL BY
NCDOT.
30.CONTRACTOR SHALL REMOVE, SUPPLEMENT AND/OR ADJUST TRAFFIC CONTROL SIGNS AND DEVICES AS NECESSARY AND AS DIRECTED BY THE
ENGINEER AND/OR NCDOT.
31.CONTRACTOR SHALL COORDINATE ALL WORK AND MAINTENANCE OF TRAFFIC WITH ANY AND ALL ADJOINING CONTRACTORS, PROJECTS,
AND/OR UTILITIES.
32.CONTRACTOR SHALL MAINTAIN ADEQUATE INGRESS AND EGRESS TO ALL PROPERTIES IN THE PROJECT AREA AT ALL TIMES.
33.CONTRACTOR SHALL TAKE APPROPRIATE STEPS TO ENSURE THAT CONSTRUCTION DEBRIS, DIRT, MUD, ETC., IS NOT TRACKED ONTO THE
EXISTING TRAVELWAY, OR ONTO ANY LANE OPEN TO TRAFFIC. SHOULD DEBRIS, MUD, ETC., ACCUMULATE ON AN OPEN TRAVELWAY,
CONTRACTOR SHALL IMMEDIATELY TAKE STEPS TO REMOVE SAID DEBRIS, MUD, ETC.
34.CONTRACTOR SHALL ROUTINELY INSPECT ALL TRAFFIC CONTROL DEVICES, SIGNS, MARKINGS, ETC., AND REPAIR OR REPLACE AS NECESSARY.
35.CONSTRUCTION SIGNS SHALL BE FURNISHED BY THE CONTRACTOR. CONTRACTOR SHALL BE RESPONSIBLE FOR ERECTING AND MAINTAINING
SIGNS IN ACCORDANCE WITH NCDOT SPECIFICATIONS
Driveway Profile
Intersection Sight Distance Profile
NONE
P.R.J.
A.R.M.
INTERSECTION
SIGHT DISTANCE
PLAN
RD-3
Title
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2023 BL COMPANIES, INC. THESE DRAWINGS SHALL NOT BE UTILIZED BY ANY PERSON, FIRM OR CORPORATION WITHOUT THE SPECIFIC WRITTEN PERMISSION OF BL COMPANIES.C
3420 Toringdon Way
(704) 565-7070
Charlotte, NC 28277
Suite 210
Designed
Reviewed
Project No.
Scale
Drawn
Date
2201500
06/20/2023
De
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RE
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NC Engineering Firm
Lic. #C-4082
A.R.M.
US HIGHWAY 421 (US-421)
SIGHT TRIANGLES
PROPOSED ENTRANCE EXISTING ENTRANCE
LANDSCAPE PLAN LEGEND
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2023 BL COMPANIES, INC. THESE DRAWINGS SHALL NOT BE UTILIZED BY ANY PERSON, FIRM OR CORPORATION WITHOUT THE SPECIFIC WRITTEN PERMISSION OF BL COMPANIES.C
3420 Toringdon Way
(704) 565-7070
Charlotte, NC 28277
Suite 210
Designed
Reviewed
Project No.
Scale
Drawn
Date
2201500
06/20/2023
De
s
c
.
RE
V
I
S
I
O
N
S
Da
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No
.
CAD File:
LL220150001
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2023 BL COMPANIES, INC. THESE DRAWINGS SHALL NOT BE UTILIZED BY ANY PERSON, FIRM OR CORPORATION WITHOUT THE SPECIFIC WRITTEN PERMISSION OF BL COMPANIES.C
3420 Toringdon Way
(704) 565-7070
Charlotte, NC 28277
Suite 210
Designed
Reviewed
Project No.
Scale
Drawn
Date
2201500
06/20/2023
De
s
c
.
RE
V
I
S
I
O
N
S
Da
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No
.
CAD File:
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2023 BL COMPANIES, INC. THESE DRAWINGS SHALL NOT BE UTILIZED BY ANY PERSON, FIRM OR CORPORATION WITHOUT THE SPECIFIC WRITTEN PERMISSION OF BL COMPANIES.C
3420 Toringdon Way
(704) 565-7070
Charlotte, NC 28277
Suite 210
Designed
Reviewed
Project No.
Scale
Drawn
Date
2201500
06/20/2023
De
s
c
.
RE
V
I
S
I
O
N
S
Da
t
e
No
.
CAD File:
LL220150001
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NC Engineering Firm
Lic. #C-4082
A.R.M.
”
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