NCDOT Crossing Description V2

SECTION 1: SUMMARY
The Nutrien Aurora facility is seeking to construct a private mine road crossing on NC Highway
33, approximately 2.8 miles west of Aurora, NC in Beaufort County. The crossing will be a
primary access point between the two state mine permit areas. In addition to the road
crossing, Nutrien is requesting DOT permission to install casings under NC Highway 33 that will
contain mine water and slurry pipelines. Details of this crossing and proposed safety measures
to be incorporated are detailed in the following sections.
SECTION 2: STORMWATER
Stormwater in the project area is currently conveyed from the north side of NC Highway 33 to
the south side by culverts under the highway. The lowest north-south culvert in the project
area has an invert of 9.52 ft on the north side of the road and 8.93 ft on the south side of the
road. Once water is conveyed to the south side of the road, the water moves east in the
roadside ditch and connects to Bailey Creek at Guilford Station Road.The roadside ditch on the
south side of the road also drains the adjacent farm fields to the south. Existing culverts and
elevations are provided in Drawing 1— NC Hwy 33 Existing Culverts.
Nutrien is proposing to slightly modify the current state of the stormwater drainage in the
project area. To develop the site, Nutrien will first install two 30-inch CMP culverts in the
existing ditch on the south side of NC Highway 33, providing ample flow for projected water
movement, then proceed with construction entrances off NC Highway 33 to the north and
south sides of the road. Both construction entrances will be constructed to DOT specifications.
A storm water diversion will be built around the mine permit spanning along the western
permit line, across the north permit line and connecting with Bailey Creek to the east. The
storm water diversion is designed to separate natural runoff from the mine permit and route
the water to Bailey Creek to match the current watershed. As development progresses, all
water collected within the project areas will be transferred to Nutrien's internal water
treatment areas. The diversion and internal collection will reduce the amount of water
currently managed by the roadside ditch. The sequence of construction is provided in Drawing
17MB0938-SK11 Drainage Sequence— Interim Phase.
Once site development is completed, water controls will be similar to, but more complete than,
the interim phase. All water within the project areas will be collected and transferred to
Nutrien's internal water treatment areas. Water that enters the south roadside ditch will
continue to flow west to east passing through the two 30-inch CMP culverts under the mine
road. Storm water runoff will be cut off from entering the project area located in the southern
farm fields by the storm water diversion canal that will be constructed to convey stormwater
from the west around the crossing location to the east. The final site development layout is
provided in Drawing 17MB0938-SK12 Drainage Sequence— Final Phase. Details and location of
the diversion ditch are provided in Drawings EC-04, EC-05, EC-06 and EC-07.

SECTION 3: CASING INSTALLATION
Nutrien utilizes pipelines to transport water and ore as part of the mining process.
Development of the area to the south of this crossing for mining requires casings to be installed
under NC Highway 33 to connect to existing mine facilities. The crossing and casings will be
similar to the existing crossing of NC Highway 306 South 5.5 miles north of Aurora, NC.
The casings to be placed under NC Highway 33 will be jack and bore installations that will not
inhibit the flow of traffic. The top of the casings will be a minimum of two feet below a
downstream culvert, which will ensure ample soil coverage between the casings and the
bottom of the ditch. The buffer will provide ample protection to ensure future ditch cleanouts
will not have negative effects. A plan view of the proposed casing installation is shown in
Drawing 17MB0938-CIO24-201— Utility Plan. Plan and profiles for each grouping of casings is
shown in Drawings 17MB0938-C1027-201, 17MB0938-CIO27-202 and 17MB0938-C1027-203.
SECTION 4: TRAFFIC CONTROL
Nutrien has been focused on growing a safety culture and this extends to the community
interaction at the proposed crossing. All traffic on NC Highway 33 will have the right of way and
not be prompted to stop unless circumstances require such intervention for safety purposes.
However, the likelihood of such a situation is very low. All mining traffic will be prompted to
stop at the crossing and ensure the roadway is clear of oncoming traffic prior to proceeding
across the highway. Tools used to control the mining traffic will include LED illuminated stop
signs, boom gates and a flagman stationed in an elevated guard shack while haul trucks are
actively crossing. The stop signs will be located on Nutrien property and accented with an LED
ring light that mimics the sign's shape and color. The lights will be activated when radar
sensors detect oncoming traffic within 1,000 feet of the crossing. The flagman will have the
ability to manually activate the sign illumination should issues arise with the radar detection
system. The boom gate will be installed next to the elevated guard shack and be of similar
design to other Nutrien entrances. In the event of a boom gate failure, the flagman will assist in
controlling mining traffic until repairs are completed. A traffic study was completed to create a
better understanding of the highway traffic volume at the proposed crossing location.This
information will be used to determine limits for mine traffic volume and scheduling. Nutrien
has made it a priority to not impede highway traffic.
Traffic on NC Highway 33 will see an addition of five warning signs in either direction, ten total
signs, that specify the mine crossing is ahead to help alert the driver should an unexpected
issue arise with mine traffic in the crossing. One set of signs will be a pair at the crossing, a
second set at 650 feet away, and a third set at 1,000 feet away, a fourth set at 1,500 feet away.
All signs will be installed within the NC Highway 33 Right of Way and on breakaway poles.
Details of all sign locations can be seen in drawing 17MB0938-C1026-202. Details of the
breakaway poles are also included in the attachments. These distances were determined using
stopping sight distance recommendations for expected local traffic speed. To further enhance

the signs, flashing LED lights are planned to be used around the edge of the warning signs and
mimic the shape and color of the sign. LED lights will be on all signs except the 1,500-foot
distance warning signs. The lights will be activated by radar detection system when any mine
traffic approaches the stop signs on the Nutrien property with an expectation of crossing the
highway. The flagman will have the ability to activate the LED lights manually if necessary and
assist in traffic control should circumstances require. The lights are programmable for the rate
of flashing, 60 to 120 flashes per minute, and duration of flashing and are fully FHWA and
MUTCD compliant. The exact settings are yet to be determined but will be set in a manner that
will not distract nor desensitize the drivers utilizing the highway. LED sign lighting and
breakaway post specifications can be found in Exhibits 1,2, 3, and 4. Radar and controller
specifications are seen in Exhibits 5 and 6. Additional information regarding sign and controller
functionality can be found in Exhibit 6.
Power to all LED sign rings will be supplied by a solar panel with a minimum rating of 20 Watts,
and a battery with a 12Ah minimum rating mounted on each signpost. All systems and
batteries will be enclosed for protection from weather and tampering. Inspection of the signs
will take place daily and a spare will be on hand for quick replacement should one become
disabled. The solar panel details are found in Exhibit 8.
To prevent unwanted entry onto mine property by highway traffic, boom gates will block each
entrance and require proper credentials for entry. The proposed crossing will only be used to
traverse between the mine permit areas by directly crossing the highway, and there are no
expectations of any traffic to be turning onto or off the highway within the crossing zone. A
guard shack will be staffed at all times mine traffic is crossing to control gate traffic. Fencing
will also be erected along all right of ways as a barrier to prevent unwanted entry to the mine
property. The fencing, boom gate, and guard shack will be similar to the other existing
entrances to Nutrien facilities.
SECTION 5: CROSSING LIGHTING
Nutrien is planning to place lighting structures outside of the highway right-of-way to improve
nighttime visibility and safety at the crossing. The crossing will be illuminated with two
streetlamps on either side, four lamps total. The lighting fixture will be mounted on poles no
less than 30 feet from the highway, approximately 25 feet above grade, and directional LED
type focused downward providing 20,567 Lumens. The streetlamps will be positioned to
illuminate the Nutrien crossing approaching the highway and the mine traffic at the stop signs
waiting to cross the highway, but not inhibiting visibility of the highway traffic. The intent is to
assist mine traffic in recognizing the stopping zone and safely crossing the highway, while
providing the highway traffic with an easy visual of mine traffic so they may safely pass with
understanding of the mine traffic's intent. Structure location and light fixture details are
provided in Drawing 17MB0938-CIO26-202—Signage Plan.

SECTION 6: TRAFFIC STUDY
Nutrien engaged Ramey Kemp &Associates to conduct a traffic study at the proposed NC
Highway 33 crossing location. The study collected tube counts for a 6 day period, including one
weekend, that is summarized by 15 minute periods. Mine production traffic will be scheduled
around the peak highway traffic. Traffic study results are presented in Exhibit 9.
SECTION 7: ADDITIONAL ITEMS
Nutrien recognizes the potential hazard that mud and rock tracked onto NC Highway 33 could pose to
motorists. The mine will employ a road sweeper to ensure NC Highway 33 is clear of hazardous debris in
the crossing zone.
Attachments
Drawing 1— NC Hwy 33 Existing Culverts
Drawing 17MB0938-SK11 Drainage Sequence— Interim Phase
Drawing 17MB0938-SK12 Drainage Sequence— Final Phase
Drawing EC-04— Diversion Ditch
Drawing EC-05 — Diversion Ditch
Drawing EC-06— Diversion Ditch
Drawing EC-07— Diversion Ditch
Drawing 17MB0938-CIO24-201— Utility Plan
Drawing 17MB0938-CIO27-201—48" Water Steel Encasement Plan & Profiles
Drawing 17MB0938-CIO27-202—42" Ore Steel Encasement Plan & Profiles
Drawing 17MB0938-CIO27-203 —42" Process Water Steel Encasement Plan & Profiles
Drawing 17MB0938-CIO26-202—Signage Plan
Drawing 17MB0938-JSK-014— Intersection Lighting Plan
Exhibit 1: TraffiCalm Flashing LED Stop Sign datasheet
Exhibit 2: TraffiCalm Flashing Warning Sign datasheet
Exhibit 3: Sign Base Assembly Sheet
Exhibit 4: Sign Pole Assembly Sheet
Exhibit 5: M75-SA300-RDRO Radar Datasheet
Exhibit 6: M75SA300-Controllers and Collaborators Datasheet

Exhibit 7: Performance Specifications TraffiCalm Conflict Intersection Warning System
Exhibit 8: 30W Solar Specs
Exhibit 9: Traffic Study Tube Count

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APPROVED RICHLAND TOWNSHIP BEAUFORT COUNTY NORTH CAROLINA
TITLE
WooDs I NC HWY 33
EXISTING CULVERTS
DATE DWG NO REV
12/16/2021 DWG 1 0
SCALE COORD SYSTEM
1" = 50' NAD 1983 NORTH CAROLINA STATE PLANE
NPCE SIZE DWG FILE
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DRAWING No.
IPIT 1 A / PIT 1 B / / PIT 1 C
V. MPB MPB B B MP MPB MPB MPB
BORE PIT CONSTRUCTION & DRAINAGE SEQUENCE
NFP� P
T �•= �- �� ` - -" -- _ 1. EXCAVATE PITS 1A- 1C.WATER FROM DISTURBANCE WILL BE TRANSPORTED
INTO EXISTING MINE PERMIT AREA TO THE NORTH OF BAILEY CREEK DIVERSION.
-- --- ---- - ---' - - - INSTALL SILT FENCE ALONG MINE PERMIT LINE BETWEEN RAILROAD TRACKS AN
' HWY 33/306 AS WELL AS AROUND PITS 4A-4D THAT ARE SOUTH OF HWY 33/306.
- -��,���.,�.r��T - .�-—�• ter,��+*•�*-�— '�` �� � . �
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SPECIFICATIONS. INSTALL CONSTRUCTION ENTRANCES/EXITS ON THE NORTH
SIF SF I I" \ SF SF AND SOUTH SIDE OF HWY 33/306.
PIT 2A N. PIT 2C 3. EXCAVATE PITS 2A-2C.SET UP PUMP CONNECTED TO A SEDIMENT FILTER BAG
\ PIT 2B iz TO DISCHARGE WATER UNTIL FIRST BORING UNDER THE RAILROAD IS
L I J COMPLETE.AFTER THE FIRST BORING IS COMPLETE.WATER WILL BE PUMPED
SIB \�\\ \ 1 NORTH THROUGH THE FIRST BORING AND INTO THE EXISTING MINE PERMIT
AREA NORTH OF THE BAILEY CREEK DIVERSION .
4. EXCAVATE PITS 3A-3D.WATER WILL TRANSPORTED NORTH THROUGH THE FIRST
BORING UNDER THE RAILROAD TRACKS AND INTO THE EXISTING MINE PERMIT
/ SILT BAG WITH a , AREA NORTH OF THE BAILEY CREEK DIVERSION.
( PUMP TO SERVE m •{ ''- 5. EXCAVATE PITS 4A-4B.SET UP PUMP CONNECTED TO A SEDIMENT FILTER BAG TO
BORE PITS 2A-2C. I ` , ' 'i DISCHARGE WATER UNTIL FIRST BORING UNDER HWY 33/306 IS COMPLETE.
MOVE SILT BAG AS c SUMP LOCATION, FILTER BAG WILL BE INSTALLED ACCORDING TO MANUFACTURER
� SEE MINE ROAD �� TEMP. 18"
NEEDED. CMP SPECIFICATIONS.WATER WILL BE PUMPED NORTH THROUGH THE FIRST
CONSTRUCTION f BORINGS UNDER THE HIGHWAY AND RAILROAD AND INTO THE EXISTING MINE
NOTE 3. �� � � ,
f i t 4'.
�� PERMIT AREA NORTH OF THE BAILEY CREEK DIVERSION.
PIT 3C q 6. NOTE:ANY STACKED EXCAVATED MATERIAL WILL HAVE SILT FENCE INSTALLED
AROUND IT.
CONSTRUCTION -� �
SILT FENCE TO BE ENTRANCE SILT FENCE TO BE MINE ROAD CONSTRUCTION & DRAINAGE SEQUENCE
- i INSTALLED PRIOR m \ INSTALLED PRIOR ,
J'A / o / / �� TO BORE PITS 1. INSTALL(2)30"77
CMP CULVERTS IN EXISTING DRAINAGE CHANNEL ON SOUTH SIDE OF
n
i, TO BORE PITS
2A-2C ARE i� 2A-2C ARE
HWY 33/306 TO MAINTAIN CHANNEL FUNCTIONALITY.
\ EXCAVATED. PIT 3B / / 2. INSTALL TMPORARY 18"CMP CULVERT ON NORTH SIDE OF HWY 33/306.
;� � J EXCAVATED.
\ > 3. EXCAVATE A SUMP AT DOWNSTREAM END OF 18"CULVERT AND DIVERT ROADSIDE
PIT 3A CHANNEL ON NORTH SIDE OF HWY 33/306 TO NEW TEMPORARY CULVERT.
„- --- 4. ROADSIDE DITCH RUNOFF WILL BE DIVERTED TO SUMP LOCATION. RUNOFF WILL
BE PUMPED NORTH TO EXISTING MINE PERMIT AREA NORTH OF BAILEY CREEK
DIVERSION.
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EXISTING CONDITIONS AND DEMOLITION LEGEND
\ J L MPB MPB MINE PERMIT BOUNDARY
SILT BAG WITH - �� /
PUMP TO SERVE INS RAILROAD CENTERLINE
BORE PITS 4A-4D. SIB
PIT 4A
MOVE SILT BAG AS PIT 4B PIT 4C ADJACENT PROPERTY LINE
NEEDED.
aj (2) 30" CMP - - RIGHT-OF-WAY
STORM
CONSTRUCTION w � y SILT FENCE TO BE �•+a: �
SILT FENCE TO BE ENTRANCE INSTALLED PRIOR
INSTALLED PRIOR , TO BORE PITS
TO BORE PITS ' a 4A-4D ARE }
4A-4D ARE , EXCAVATED.
EXCAVATED.
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SF SF SF SF �' � � , PROPOSED CONDITIONS LEGEND
I SF SILT FENCE
°J MPB M —10 ELEV. CONTOUR
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a
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ENCASEMENT PIPE, TRENCH
FUTURE ENCASEMENT PIPE, BY OTHER
FUTURE DPW CANA FUTURE DPW CANAL STORM DRAIN PIPE
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Lil
SILT FILTER BAG WITH PUMP
FUTURE LIGHT VEHICLE ROAD MINE ROAD ROAD
- - FUTURE LIGHT VEHICLE ROAD __-----
-----___ TD>> TEMPORARY DITCH
--------------
FUTURE MINE WATER CANAL
FUTURE MINE WATER CANAL
SEAL
DR. H. BANKS DATE 01/13/22
s
IV DSGN. H. BANKS
111 CORNING ROAD, SUITE 200, CARY, NC 27518 USA CK. Z. ZOLVINSKI
0 60' 120' 180' Ph: 919.859.5000 FAX: [phone]
NORTH CAROLINA ENGINEERING FIRM LICENSE NO. F-0287 DL Z. ZOLVINSKI JOB N0. 17MB0938
1"-60' NORTH CAROLINA ARCHITECTURAL FIRM REG. NO. 50757 CAD FILE NO. 17MB0938-SK11.DWG
DRAWN REFERENCE DRAWINGS , DRAWING TITLE ENGINEERING DATE
H. BANKS JOB NO. 01/13/22
CHECKED TM MINE SERVICES INFRASTRUCTURE CROSSINGS SCALE
Z. ZOLVINSKI ' 17MB0938 AS NOTED
NCDOT SR33 CROSSING
B 02-23-22 ISSUE FOR INFORMATION HB ZZ zz CH APPROVED
A 01-13-22 ISSUE FOR INFORMATION HB zz zz CH Z. ZOLVINSKI TM DRAINAGE SEQUENCE - INTERIM PHASE DRAWING NO.
NO. DATE ISSUE / REVISION BY CHK. APP. APP. APPROVED Feeding the Future
C. HEAKINS 17MB0938-SK11

DRAWING No. /
mom.
m - MPB MPB B ,NFPt PA - MP '409 - MPB MPB
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PUMP FINAL BUILD OUT DRAINAGE NOTES
•
\ \
IL
34" MINE WATER/DPW CD 1. CARRIER PIPES REMOVED FOR CLARITY OF PIT BOTTOMS
�1 \\\ 2. ALL RUNOFF FROM ROW ON NORTH SIDE OF SR33 WILL SHEET FLOW TO SUMP
PIPE \ \ PIT BOTTOM LOCATIONS OF THE NORTHWEST AND NORTHEAST PITS.WATER WILL BE PUMPED
I \ � TO MINE WATER PIPE FOR DISBURSEMENT.
PIT BOTTOM \ \ \ 3. STORMWATER RUNOFF ON THE SOUTH SIDE OF THE CHANNEL WITHIN THE MINE
• .sa r �,� �j / / \\ \\\ / / PERMIT LIMITS WILL BE PUMPED TO THE MINE WATER CANAL.
4. 2-30 CMP PIPES WILL BE INSTALLED ON THE SOUTH SIDE OF SR33 ACROSS THE
MINE PERMIT BOUNDARIES TO CARRY RUNOFF ACROSS THE SITE TO THE
NW PIT DIVERSION DITCH NEAR GUILFORD STATION ROAD.
?` ' L SUMP PUMP ,
cy
\
NCDOT ROW �/ _ . . - / _ f NCDOT ROW
_FLW — - - - -� . - _ - CD — —
�
Ill_--E� I i E- I T
T T T T T T� T ®1\ T - T T T T -
- T T NCDOT ROW - T T T
T T NCDOT ROW = - _ _ _ - -
p FO FO FO FO FO -�
c7 �a•. � '..� / ` _ a.. '�
EXISTING CONDITIONS AND DEMOLITION LEGEND
r
MPB MPB MINE PERMIT BOUNDARY
PIT BOTTOM a I (2) 30" CMP
/ STORM \ ; / -10- - EXIST. ELEV. CONTOUR
/ / r
INS RAILROAD CENTERLINE
a I I I PIT BOTTOM ADJACENT PROPERTY LINE
-
I I / RIGHT-OF-WAY
j.
I I
I
-
I / I
PROPOSED CONDITIONS LEGEND
rn - - 10 ELEV. CONTOUR
P
DIVERSION CANAL
_ --- M
m Amm
DIVERSION CAN �--�---�
M- MPB MPB'
PROP. NS RAILROAD CENTERLINE
�
g MPB ENCASEMENT PIPE, BORE &JACK
— MP
MP MPB MP ENCASEMENT PIPE, TRENCH
MPB -
FUTURE ENCASEMENT PIPE, BY OTHER
STORM DRAIN PIPE
DP - DPW CANAL
MINE ROAD
W CANAL
SHEET FLOW
LIGHT VEHICLE ROAD ------
----------
----------- _IGHT VEHICLE ROAD __--
------ --------
-_
----
----
MINE WATER CANAL
-----------
------
-
MINE WATER CANAL
------------------------------------------
SEAL
DR. H. BANKS DATE 01/12/22
s
/V DSGN. H. BANKS
111 CORNING ROAD, SUITE 200, CARY, NC 27518 USA CK. Z. ZOLVINSKI
0 60' 120' 180' Ph: 919.859.5000 FAX: [phone]
DL Z. ZOLVINSKI JOB N0. 17MB0938
NORTH CAROLINA ENGINEERING FIRM LICENSE NO. F-0287
1"=60' NORTH CAROLINA ARCHITECTURAL FIRM REG. NO. 50757 CAD FILE NO. 17MB0938-SK12.DWG
DRAWN REFERENCE DRAWINGS , DRAWING TITLE ENGINEERING DATE
H. BANKS JOB NO. 01/13/22
CHECKED TM MINE SERVICES INFRASTRUCTURE CROSSINGS SCALE
Z. ZOLVINSKI � en 17MB0938 AS NOTED
NCDOT SR33 CROSSING
B 03-09-22 ISSUE FOR INFORMATION HB ZZ zz CH APPROVED
A 01-13-22 ISSUE FOR INFORMATION HB zz zz CH Z. ZOLVINSKI TM DRAINAGE SEQUENCE - FINAL PHASE DRAWING NO.
NO. DATE ISSUE / REVISION BY CHK. APP. APP. APPROVED Feeding the Future 17MB0938-SK12
C. HEAKINS

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DRAWING No.
17MB0928-CIO24-201
\
0 GENERAL NOTES MATCHLINE SEE SHEET 17MB0938-CIO24-101
1. SEE SHEET 17MB0928-CIO22-201 FOR GENERAL NOTES. \ \ \
2. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL LOCAL,STATE,AND
FEDERAL REGULATIONS. \ \ \ \
3. STEEL ENCASEMENT PIPES SHALL BE INSTALLED WITH MINIMUM 24"COVER \
BETWEEN BOTTOM OF DITCH AND CROWN OF PIPE FOR NCDOT CROSSINGS. \ \ \
INTERSECTION LIGHTING NOTES \ \ \
1. INTERSECTION LIGHT POLE TO BE SINGLE POLE WITH EXTENDED ARM,A TOTAL OF \ \ \ \
25 FT HIGH. LIGHTS TO BE LED TYPE II,480V,0.900 LLF, 20567 LUMINAIRE, 166
LUMINAIRE WATT. \
JACK AND BORE NOTES \ \ \ \
1. CONTRACTOR SHALL FOLLOW ALL REQUIREMENTS OF NCDOT.
2. BLASTING SHALL NOT BE PERMITTED. \ \ \ \ \
3. CASINGS SHALL BE MINIMUM API 5L X60 (GRADE 60) OR APPROVED EQUAL. \
CASINGS SHALL BE UNCOATED.
4. 48" STEEL CASING TO BE MINIMUM 0.500" WALL THICKNESS. \ \ \
5. 42" STEEL CASING TO BE MINIMUM 0.375" WALL THICKNESS. \
6. CONTRACTOR SHALL COORDINATE SEQUENCING OF JACK AND BORE \
OPERATIONS WITH NUTRIEN PRIOR TO CONSTRUCTION. \
7. BORE PIT DIMENSIONS SHOWN ON THESE DRAWINGS ARE THE ENGINEER'S \ \ \
ESTIMATED DIMENSIONS. BORING CONTRACTOR SHALL DEFINE THE EXACT o 0 0 0 \ \ _ o_ _ o11-0
o 0 0
DIMENSIONS PRIOR TO CONSTRUCTION. �0 0 0 0 \ \ \ \ o T o �0 0 0 7
8. PIPE ALIGNMENT BEYOND CASINGS IS FOR REFERENCE ONLY. FINAL \
ALIGNMENT OF PIPES BY OWNER. / \ \ 20 00 /
9. THE AREA OF EXCAVATION/CONSTRUCTION WILL BE VACUUM DEWATERED / /
TO THE LOWER GROUNDWATER LEVEL IF NECESSARY. 00 / \ \ ^ / / oo/T 2?0 2
10. THE CASING PIPES WILL BE INSTALLED USING JACK AND BORE TECHNIQUE.
THE STEEL PIPE SEGMENTS WILL BE FIELD WELDED WITH ``) 3g M
\
FULL-PENETRATION WELDS. / .00
11. THE BORING PROCESS WILL PROCEED 24 HOURS PER DAY WITHOUT \ \
STOPPAGE FOR EACH CASING PIPE. p/1
12. THE FRONT OF THE PIPE WILL BE PROVIDED WITH MECHANICAL P L J
ARRANGEMENT TO PREVENT THE AUGER FROM LEADING THE PIPE.
13. THE CUTTING HEAD AND AUGER WILL BE REMOVABLE IN THE EVENT THAT
AN OBSTRUCTION IS ENCOUNTERED. o 0 0 0 \ o 0 0
41)
14. THE CUTTING HEAD DIAMETER WILL BE NO MORE THAN THE OUTSIDE O,S� +' `+" +' to \ \ \ 4- 0 0 0 0
DIAMETER OF THE CASING PIPE. \ o 00 0 4 \ \ \
15. THE FACES OF THE CUTTING HEAD WILL PROVIDE REASONABLE 1
OBSTRUCTION TO THE FREE FLOW OF SOFT OR POOR MATERIALS. 0,5 (4)48" STEEL \ \ \40.0
\ ENCASEMENT PIPE
DEWATERING PLAN IX (0.500° WALL THICKNESS) \ \ \
1. WATER ACCUMULATED IN LAUNCHING PITS ON THE NORTH SIDE OF SR33 WILL BE \ (2)42" STEEL -
PIPE
CONVEYED NORTH THROUGH THE FIRST CASING INSTALLED BENEATH THE O x 1 / / / / \ 210-LF @ ENCASEMENT PIPE
RAILROAD TRACKS AND INTO THE EXISTING MINE PERMIT AREA NORTH OF BAILEY X - (0.438"WALL THICKNESS) El
CREEK DIVERSION. I 1 2 3
2. WATER ACCUMULATED IN RECEIVING PITS ON THE SOUTH SIDE OF SR33 WILL BE Oxx \ \ 1 WELL
CONVEYED VIA A PUMP/FILTER BAG SYSTEM INTO THE EXISTING FIELD PRIOR TO o 0 0 0 400, \ \ o 0 0 .
FIRST JACK AND BORE CASING INSTALLED BENEATH SR33. O ,+ ,+ f f \
3. UPON CONSTRUCTION OF FIRST CASING BENEATH SR33,WATER ACCUMULATED IN
RECEIVING PITS ON THE SOUTH SIDE OF SR33 WILL BE CONVEYED NORTH / / \ Y- t
x P
THROUGH THE CASING BENEATH THE ROAD AND BENEATH THE RAILROAD TRACKS \ \ °) - A OHE HE
P uhE - OHE HE c OHE
AND INTO THE EXISTING MINE PERMIT AREA NORTH OF BAILEY CREEK DIVERSION. ( HE OHE OHE OHE OHE OHE OHE OHFo 0HE 6LHt H - - - - - - -
- - - - - - - - - - 'M. - - - - -
EXISTING CONDITIONS LEGEND FM FM FM FM FM FM FM \ F141� FM FM FM- FM- FM M F FM FM FM FM F
\ FO FO FO S• FO
FO FO FO FO -- FO FO FO FO \ FO FO O FO 'O FO FO FO FO
FORCE MAIN T T T A T -- T A T � / / / � T T T � T T T T T T T T T
T �� T � �\ � -- T
1
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N H WY 306
FO FIBER OPTIC - _ - - • - -
w WATER MAIN - - - - - � / � / � / � /
Aw
OHE OVERHEAD ELECTRIC
T T T T T T - - T aT T � T T T T T X-T
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VT T T T T T T T T
w w - W/ W W / - w / - W -� w w w w w w w W W
C/L OF ROAD W W W W W �/ / / / �� -
FO FO FO FO ' FO FO FO -� F FO - FO D F FO O FO FO FO FO F
_ - X
PROPOSED CONDITIONS LEGEND - fo
\ x x if�
DRAINAGE CULVERT o 0 o 0 f \ o / o / / / / ••
o / o o / o / + + o 0
STEEL ENCASEMENT PIPE, BORE &JACK c� cV cv c� \ \ \ N N 01S N N N
\ APPROX. LOCATION \
FUTURE STEEL ENCASEMENT PIPE, BY OTHER \ 02S 03S OF FUTURE STEEL
INTERSECTION LIGHT POLE, HT=25 FT \ \ \ \p \ P1S dw ' ENCASEMENT PIPES
wis
KEYNOTES W4S \ \ \ \ P2S
OBORE&JACK STEEL ENCASEMENT PIPE W2S \ \ \
W3S
2 LAUNCHING BORE PIT.
3ORECEIVING BORE PIT. co co- -co- -co 40.0,. \ 0 0
0 + cV N N / �/ c� N N N N N 3
\ f M
co \ 20,00 f � (3)42" STEEL
/ 38.00 / \ \ \ \ L L 27•00 ENCASEMENT PIPE
ALIGNMENT LOCATIONS \ \ \ 210-LF @ 0.7%
/ \ (0.438"WALL THICKNESS)
2+60
NAME BEGINNING NORTHING / EASTING ENDING NORTHING / EASTING 2+60 \ 2+60
STATION (BEGINNING) STATION (ENDING) 2+60 \ 2+60 / 0 20' 40' 60'
2+60 2+60
W1S 0+00 N: 570828.06/ E: 2645036.63 2+60 N: 570618.17 / E: 2645043.38 \ 1"=20'
2+60 2+60
W2S 0+00 N: 570830.33/ E: 2645044.57 2+60 N: 570620.44/ E: 2645051.31
W3S 0+00 N: 570832.60/ E: 2645052.50 2+60 N: 570622.71 / E: 2645059.24 SEAL
W4S 0+00 N: 570834.87/ E: 2645060.43 2+60 N: 570624.97/ E: 2645067.17 CA
P1S 0+00 N: 570875.18/ E: 2645198.80 2+60 N: 570665.30 / E: 2645205.54 S
DR. H. BANKS DATE •;Q� Nq�::
P2S 0+00 N: 570877.25/ E: 2645205.73 2+60 N: 570667.36/ E: 2645212.48 DSGN. Z. ZOLVINSKI SEAL
- 35598 -
01 S 0+00 N: 570884.51 / E: 2645235.52 2+60 N: 570674.62 / E: 2645242.26
CK. Z. ZOLVINSKI
02S 0+00 N: 570886.41 / E: 2645242.46 2+60 N: 570676.52/ E: 2645249.20 111 CORNING ROAD, SUITE 200, CARP, INC 27518 USA '�'ii •;!VG I .••5 �.��
Ph: 919.859.5000 FAX: [phone] • • •• �����
03S 0+00 N: 570888.31 / E: 2645249.40 2+60 N: 570678.42 / E: 2645256.15 NORTH CAROLINA ENGINEERING FIRM LICENSE NO. F-0287 DL J. GOLLINGS JOB N0. 17MB0938 ,�qR�111100; \\\\��`
NORTH CAROLINA ARCHITECTURAL FIRM REG. NO. 50757 CAD FILE NO. 17MB0938-C1024-201.DWG 03/09/2022
DRAWN REFERENCE DRAWINGS , DRAWING TITLE ENGINEERING DATE 12/22/21
H. BANKS JOB NO.
CHECKED TM MINE SERVICES INFRASTRUCTURE CROSSINGS SCALE
Z. ZOLVINSKI en' NCDOT STATE ROAD 33 ROW CROSSING AS NOTED
APPROVED
0 03-09-22 ISSUE FOR CONSTRUCTION LR ZZ ZZ CH Z. ZOLVINSKI TM UTILITY PLAN DRAWING NO.
NO. DATE ISSUE / REVISION BY CHK. APP. APP. APPROVED Feeding the Future 17MB0938-CIO24-201
C. HEAKINS

DRAWING No.
MBO 38-CIO27-201 / ' ' / / Y ��► �1�
0
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to 0
LAUNCH ► \ I
PIT I W3S
\ \1 2+60
0+00- l 0+50 1+00 11+50 �j 2+00 2+50 2+60 20 20
04_00 1_ 04F50 11-00 1�50 2 00 2�50
04-00 C04F50 - -11-00/ 14-50 200 2�-50 FUTURE rl- rn
400 450 - 11-00 �11-50 2�00 24-50 FINISHED O r - O FIELD VERIFY ALL
� I � J 1 0� EXISTING UNDERGROUND
- 2+60 GRADE � + U w
UTILITY SIZES ELEVATIONS
EXISTING 2.5:1 SLOPE 00 1 Q co w 100
1 ` 1 1\ I 2+60 GRADE
W2S 1 r \ z c~/) can LLi z
RECEIVING \ 15 15
mow PIT z-=> \ ` 1 —1- I I I I EX. TELECOM
1 1 EX. TELECOM
48" WATER STEEL ENCASEMENT PIPES - PLAN VIEW I , EX. TELECOM
10 I EX. FO
10
/ EX. WATER
20 20 I EX. FM r` EX. FO
/
/ I/Q I I M \
FUTURE � o O' �
/ Y �
FINISHED O I c`! I 1 0 FIELD VERIFY ALL
r ADE _ EXISTING UNDERGROUND \
EXISTING FUTURE
2.5:1 SR LOPE O 1 cU J 1 0 UTILITY SIZES ELEVATIONS 5 FINISHED ` 5
w 48"STEEL ENCASEMENT PIPE/
GRADE z � � U) z GRADE
15 15 210 LF o
@ 0.70/o
13' LONG X 38'
EX. TELECOM I I 1 r I I 37' LONG X 38'WIDE _-
I -EX. TELECOM 0 WIDE RECEIVING p
/ EX. FO I LAUNCH BORE PIT o 0 0 I BORE PIT
10 EX. FM _ = EX. TELECOM 10 0 0 0- O I O co
/ o o co > + w � 1 1 � I o o � � CARRIER PIPE:
Il —EX. WATER I I o r� + w o 0 0
Y� r o 0 0 _3 w O 1�30.9' 30.9'iI O > o 16 . 34" DIA, MDPE
/ I �0 I 11EX. FO ; ow � m � ? z z Nw CD Nw + w
-5 � a � z � aui
Qw -5
cn m THEORETICAL 2:1 U) m ~
-1+00 0+00 SLOPE 5' FROM EDGE 1+00 2+00 m 3+00 3+50
FUTURE
5 FINISHED 5 OF LANE (TYP.)
I
GRADE 48"STEEL ENCASEMENT PIPE
210LF@0.70% I 48" WATER STEEL ENCASEMENT PIPE #3 (W3S)- PROFILE VIEW,
p 37' LONG X 38'WIDE o 13' LONG X 38' p
LAUNCH BORE PIT oo r-: I WIDE RECEIVING
o M > O I p BORE PIT
o ; � ow co
o + w Q 0 0 o C'! o o o CARRIER PIPE: 20 20
0 0 o f > O If 30.9' 30.9'i1 0 0 0 0 0
o+ > � LU cnz U U � >CL co � 34" DIA, MDPE ao
_5 Q w m z z N I j_N LJjJ Q w _5 FINISHED O O FIELD VERIFY ALL
w Q > Q � a GRADE > EXISTING UNDERGROUND
THEORETICAL 2:1 � i a + 0 w
-1+00 °� 0+00 1+00 2+00 c/) z � CO U) m 3+00 3+50 EXISTING UTILITY SIZES ELEVATIONS
SLOPE 5' FROM GRADE 2.5:1 SLOPE 0o Q co w 00
EDGE OF LANE (TYP.) z I � coc I z
48" WATER STEEL ENCASEMENT PIPE #1 (WlS) - PROFILE VIEW. 15 I I 15
I IEX. TELECOM'S
EX. TELECO EX. TELECOM
/ EX.rFO 1 EX. WATER
20 20 10 10
/ I EX. FM EX. FO
� B
~ I /
FUTURE � °o °'
FINISHED 0 1 O FIELD VERIFY ALL / 0) I
GRADE _ > [EXISTING UNDERGROUND I / `� 1 �
+ U w UTILITY SIZES ELEVATIONS
2.5:1 SLOPE 0 . co J 0
EXISTING 0 Q c'' w 0
U � 0� cn U FUTURE
I GRADE z I C w I z 5 FINISHED
5
15 I I 15 GRADE 48"STEEL ENCASEMENT PI
1 / 210 LF @ 0.70% PE
/ EX. TELECOM EX. TELECOM
EX. FO I 37' LONG X 38'WIDE
10 EX. FM I \ 10 0 LAUNCH BORE PIT I 1 -- 13' LONG X 38' p
/ I EX. TELECOM
/ o � � cy) WIDE RECEIVING
EX. WATER I I oo � O � oo O 1 0 o c`! BORE PIT
/ Iti EX. FO o 0 o m > � I o 0
\ I I o �
/ I o
C° L o w o w o w O 30.9' 30.9' O N o ~ - CARRIER PIPE:
/ \ Qw Qw < > 0 U Qw o0 000 34" DIA, MDPE
� a_ cn ? z z I- Z + > o >
5 FUTURE I \ I I 5 5 cn m (/) m cn - N J N w -5
FINISHEDGRADE ;, -1+00 0+00 THEORETICAL 2:1 1+00 2+00 U) m � a 3+00 3+50 PROFILE LEGEND
SLOPE 5' FROM EDGE cn m 48 STEEL ENCASEMENT PIPE OF LANE (TYP.) BP ELEV: X.XX BORE PIT ELEVATION
210 LF @ 0.70%
48" WATER STEEL ENCASEMENT PIPE #4 (W4S) PROFILE VIEW S ELEV:INV ELEV: X.XX FINISHED SURFACE EPIPE INVERT LEVATION ON
13' LONG X 38'
-
37' LONG X 38'WIDE I WIDE RECEIVING
0 LAUNCH BORE PIT --
BORE PIT p /, STEEL ENCASEMENT PIPE, BORE &JACK
0 0 0 0 O I O
6 0 0 6 � � I o N CARRIER PIPE:
o+ > � > o � O 30.9' 30.9' O o0 00 00 34" DIA, MDPE
d w o w > z z `+" w N J + w SEAL\\����►►►►urrrn�i,,,,,�.
�H CARO •,
-5 c~nm c~am � z � z-� � Qw -5 .`��\�� '�FESS/p4141
U — U) co �
-1+00 0+00 THEORETICAL 2:1 1+00 2+00 U) m 3+00 3+50 4 DR. L. RUSH DATE 12/16/21 ��';
SLOPE 5' FROM EDGE _ SEAL
OF LANE (TYP.) DSGN. L. RUSH _ 35598
Bs
CK. Z. ZOLVINSKI .
111 CORNING ROAD, SUITE 200, CARY, NC 27518 USA ' FN ��•'S��
48" WATER STEEL ENCASEMENT PIPE #2 (W2S) - PROFILE VIEW 4°' 8°' 12°' a ,Ph: 919.859.5000 FAX: [phone] DL Z. ZOLVINSKI JOB NO. 17MB0938 VERTICAL NORTH CAROLINA ENGINEERING FIRM LICENSE N0. F-0287 ����rrrrr►►►►►�
HORIZONTAL SCALE: NORTH CAROLINA ARCHITECTURAL FIRM REG. NO. 50757
SCALE:1"=4' CAD FILE N0. 17MB0938-C1027-201.DWG 03/09/2022
DRAWN REFERENCE DRAWINGS . DRAWING TITLE ENGINEERING DATE 12/16/21
L. RUSH JOB NO.
CHECKED TM MINE SERVICES INFRASTRUCTURE CROSSINGS SCALE
Z. ZOLVINSKI ' u en 17MB0938 AS NOTED
APPROVED NCDOT STATE ROAD 33 ROW CROSSING
0 03-09-22 ISSUE FOR CONSTRUCTION LR zz zz CH Z. ZOLVINSKI TM 48" WATER STEEL ENCASEMENT DRAWING NO.
NO. DATE ISSUE / REVISION BY CHK. APP. APP. APPROVED Feeding► the Future 17MB0938-C1027-201
C. HEAKINS PLAN & PROFILES

DRAWING No.
17MB0938-CIO27-202
0
0+00— 0+50 1+00 1+50 \ \� \2r�\+00 2+50 +6
Ot00 Ot50 1t00 1t50 _ 2t00 — 2t50 2 0
RECEIVING
LAUNCH P1S x \ \ rr I11 PIT — —
PIT
z \ C0
,0
o 0 o
z
42" PROCESS WATER STEEL ENCASEMENT PIPES - PLAN VIEW
20 20 20 20
O
FUTURE b �_ p FIELD VERIFY ALL FUTURE p p FIELD VERIFY ALL
FINISHED -J EXISTING UNDERGROUND FINISHED EXISTING UNDERGROUND
EXISTING GRADE U J UTILITY SIZES ELEVATIONS EXISTING GRADE J > UTILITY SIZES ELEVATIONS
GRADE 2.5:1 SLOPE p Q c`i w p GRADE 2.5:1 SLOPE o r co w o
w
zI � � L Iz zI � � cn Iz
15 — 15 15 co U) w 15
I I I I
EX. TELECOM r\
EX. TELECOM ' I 1 u I I I EX. TELECOMI \ EX. TELECOM I I
I EX. TELECOM
I I EX. FO EX. T
10 EX. FO 10 10 ELECOM I 10
/ I I EX. WATER / I I EX. WATER
I I I I EX. FM ( I
I I / EX. FMB / � o
I I EX. FO I � I I I I `c'
I
I I EX. FO� I FUTURE / ` I / \I FUTURE I
FINISHED I I FINISHED I I
5 GRADE 5
r GRADE 42"STEEL ENCASEMENT PIPE
I 42"STEEL ENCASEMENT PIPE
210 LF @ 0.70% I 13' LONG X 2T WIDE 210 LF @ 0.70% I 13' LONG X 27'
I RECEIVING BORE /11
I PIT — I WIDE RECEIVING
BORE PIT
37' LONG X 27' WIDE I 37' LONG X 27'WIDE _
0 LAUNCH BORE PIT — — c~ I I 0 0 LAUNCH BORE PIT I I 0
CD CD (�) O N I I > CD O I- CD >
00 CDti > > p p O N
CD
o + w O I O O °' o p I po M �> > O I O O
> + w O � O o O o o + > + w o LU o 0 0 0 0
J w Q > � > � > w Qw Q > O 30.9' 30.9' O 1 � > � > coo
0 o f w o o Q w o + w + o > CARRIER PIPE:
o CARRIER PIPE:
Q w Q z O 30.9' 30.9' O + w + w o
U) - (� 0 N J N J + > � Z 0 N J nJ w + w
co m U U w w 28" DIA, HDPE I d -
cnm Q Qw N J cam � 0° U U w w N � 28" DIA, HDPE
I Z z � Z I--- a- Qw z z � > da Qw
-5 c� — cnm � m -5 -5 U) z U) m ~ w
cn m -5
-1+00 0+00 THEORETICAL 2:1 1+00 2+00 3+00 3+50 -1+00 0+00 THEORETICAL 2:1 1+00 2+00 3+00 3+50
SLOPE 5' FROM EDGE SLOPE 5' FROM EDGE
OF LANE (TYP.) OF LANE (TYP.)
42" PROCESS WATER STEEL ENCASEMENT PIPE #1 (PlS) - PROFILE VIEW. 42" PROCESS WATER STEEL ENCASEMENT PIPE #2 (P2S) - PROFILE VIEW,
PROFILE LEGEND
BP ELEV: X.XX BORE PIT ELEVATION SEAL``�������►CAR���''''
INV ELEV: X.XX PIPE INVERT ELEVATION ��`
FS ELEV: FINISHED SURFACE ELEVATION 4'
DR. L. RUSH DATE 12/16/21 ;•Q� ��': ,
SEAL
STEEL ENCASEMENT PIPE, BORE &JACK DSGN. L. RUSH _ 35598
JACOBE
CK. Z. ZOLVINSKI
0 40' 80' 120' 111 CORNING ROAD, SUITE 200, CARY, NC 27518 USA ' '•FN ��y:���```
0 Ph: 919.859.5000 FAX: [phone] DL Z. ZOLVINSKI JOB NO. 17MB0938
HORIZONTAL SCALE:1"=40' VERTICAL NORTH CAROLINA ENGINEERING FIRM LICENSE NO. F-0287
SCALE:1"=4' NORTH CAROLINA ARCHITECTURAL FIRM REG. NO. 50757 CAD FILE NO. 17MB0938-CIO27-202.DWG 03/09/2022
DRAWN REFERENCE DRAWINGS , DRAWING TITLE ENGINEERING DATE 12/16/21
L. RUSH JOB NO.
CHECKED lu en TM MINE SERVICES INFRASTRUCTURE CROSSINGS SCALE
Z. ZOLVINSKI ' 17MB0938 AS NOTED
APPROVED - NCDOT STATE ROAD 33 ROW CROSSING
0 03-09-22 ISSUE FOR CONSTRUCTION LR zz zz CH Z. ZOLVINSKI TM 42" PROCESS WATER STEEL ENCASEMENT DRAWING NO.
NO. DATE ISSUE / REVISION BY CHK. APP. APP. APPROVED Feeding the Future 17MB0938-CIO27-202
C. HEAKINS PLAN & PROFILES

DRAWING No.
17MB0938-CIO27-203
0
Z
n a
o
4 �
� w O
0 w
a \\ r 1��\\\ , \ 03S
q \ 2+E
z 0+00 0+50 1+00 1+50 2+00 2+50�
ot00 Ot50 �1t00 '1t50 2t00 2t50 2+60
Ot00 Ot50 �1t00 'it50 2t00 2t50 2+6
13 �" t
\
E
tPIT
02S RECEIVING
PIT
42" ORE STEEL ENCASEMENT PIPES - PLAN VIEW,
20 20 20 i 20
§ o § o
FUTURE O O FIELD VERIFY ALL p N p FIELD VERIFY ALL
J EXISTING UNDERGROUND c c� EXISTING UNDERGROUND
FINISHED + FUTURE 't J
U w 0 UTILITY SIZES ELEVATIONS 0 + U w ~ UTILITY SIZES ELEVATIONS
EXISTING GRADE Oo M w Oo EXISTING FINISHED o co J o
GRADE U � � co U GRADE GRADE U � � I U
2.5:1 SLOPE Q c) w
15 zI � � w Iz 15 15 2.5:1SLOPE zI z 15
I I I I
' I EX.;TELECOM
EX. TELECOM I I
I EX. FO �� I I EX. TELECOM I
EX. TELECOM EX. F
10 I 10 10 / EX. TELECOM I i \ 10
I EX. TELECOM
1 EX. WATER I I I7� EX. FMB EX. WATER I I EX. FM � � b \ / �
I ' I EX. FO FO
I I
/ \ / EX. \
FUTURE I I FUTURE I I I
FINISHED I FINISHED
5 5
5 GRADE I 5
GRADE I 2"STEEL ENCASEMENT IPE
P
42"STEEL ENCASEMENT PIPE I 210LF@0.70% I_� _— 210LF@0.70% I
_ 13' LONG X 27'
WIDE RECEIVING
37' LONG X 2T WIDE I BORE PIT I
LAUNCH BORE PIT 37' LONG X 20' WIDE O
0 o ti �- M I I 0 p LAUNCH BORE PIT oo c�i�0 c�i o N I I p
Oc� O > O _
; O N j I I > O O O M J
c > > > I rn CD O w + w w > > I O o 13' LON G X 20'
O J ++ w o+ w O I O o 0 0 o O J o f Q O I O o °) o 0 o WIDE RECEIVING
w J w � � 00 Qw Qw � z oo . ' o � BORE PIT
Q Qw Q � � � � > o � � � w 't 00
w o- z O 30.9' 30.9' O I N w �, w co > CARRIER PIPE: m m O 30.9' 30.9' O I + w + w o
00 gy m — 0 0 w J + w o 0 N J N J cfl > CARRIER PIPE:
U U Q Q w N J 20" DIA, STEEL THEORETICAL 2:1 SLOPE 5' CU U w w +
z z U) z � d Q w z z Q Q N w 20" DIA, STEEL
_ U) m a FROM EDGE OF LANE (TYP.) z c i m Q w -5
-5 cn m -5 -5 � a
-1+00 0+00 THEORETICAL 2A 1+00 2+00 3+00 3+50 -1+00 0+00 1+00 2+00 c/) m 3+00 3+50
SLOPE 5' FROM EDGE
OF LANE (TYP.)
_ 42" ORE STEEL ENCASEMENT PIPE #3 (03S) - PROFILE VIEW42" ORE STEEL ENCASEMENT PIPE #1 (01S) PROFILE VIEW
20 i 20
0
p M �_ p FIELD VERIFY ALL
FUTURE � _j > EXISTING UNDERGROUND
U w UTILITY SIZES ELEVATIONS
FINISHED O co J O
EXISTING GRADE 0 Q M w Li
or-GRADE 2.5:1 SLOPE z I U) U) U_ I z
15 I I 15
II I 1 EX. TELECOM I
I EX. FO 11 \
I EX. TELECOM
10 EX. TELECOM I ` 10
EX. WATER I I
/ EX. FM
FUTURE / EX. FO \
FINISHED I I
5 GRADE 5
MMAx42"STEEL ENCASEMENT PIPE
210LF@0.70% I
37' LONG X 20'WIDE I _ PROFILE LEGEND
p LAUNCH BORE PIT —o c~� O c�i o N I I p
o o + w I I BP ELEV: X.XX BORE PIT ELEVATION
++ w o w CD co O w O I O I rn 13' LONG X 20' INV ELEV: X.XX PIPE INVERT ELEVATION
WIDE RECEIVING
Q w Q w z o o O o FS ELEV: FINISHED SURFACE ELEVATION SEAL
� w U) w - 0 I t > o 6 O r BORE PIT �������uuuuR������
cn m cn m O 30.9' 30.9' O + w O o 0 0 � (H CARD
0 o N J � > CARRIER PIPE:
THEORETICAL 2:1 SLOPE 5' U U w
FROM EDGE OF LANE (TYP.) ' z z z N w N J 20" DIA, STEEL STEEL ENCASEMENT PIPE, BORE & JACK 4 DR. L. RUSH DATE 12/16/21
-5 U - Q w Q w -5 = SEAL
-1+00 0+00 1+00 2+00 U) m c) m 3+00 3+50 DSGN. L. RUSH = 35598
B11
CK. Z. ZOLVINSKI
111 CORNING ROAD, SUITE 200, CARY, INC 27518 USA '•FN ��•'��```
0 40' 80' 120' Ph: 919.859.5000 FAX: [phone] DL Z. ZOLVINSKI JOB NO. 17MB093842" ORE STEEL ENCASEMENT PIPE #2 (02S) - PROFILE VIEW 0 NORTH CAROLINA ENGINEERING FIRM LICENSE N0. F-0287 -
HORIZONTAL SCALE:1"=40' VERTICAL NORTH CAROLINA ARCHITECTURAL FIRM REG. N0. 50757
SCALE:1"=4' CAD FILE NO. 17MB0938-CIO27-203.DWG 03/09/2022
DRAWN REFERENCE DRAWINGS , DRAWING TITLE ENGINEERING DATE 12/16/21
L. RUSH JOB NO.
CHECKED TM MINE SERVICES INFRASTRUCTURE CROSSINGS SCALE
Z. ZOLVINSKIu en 17MB0938 AS NOTED
APPROVED NCDOT STATE ROAD 33 ROW CROSSING
0 03-09-22 ISSUE FOR CONSTRUCTION LR zz zz CH Z. ZOLVINSKI TM 42" ORE STEEL ENCASEMENT DRAWING NO.
NO. DATE ISSUE / REVISION BY CHK. APP. APP. APPROVED Feeding the Future 17MB0938-CIO27-203
C. HEAKINS PLAN & PROFILES

DRAWING No.
17MB0938-CIO26-202
0
i 8 2,TYP.
7 \ \ \ \
BOTTOM 2
to W\ \ \
z X TOP 1 = \ \ \
ITT �n, 1.SSFD zo 6 \\� \ \ 6
7' v \w w T � T — 60" CHL— — 0 60° wL — — w — — — — — — — — — -
- dc
HBPE FM FM FM FM FM F FM FM FM — b1 FM F M FFMO FM FM FO FM FO W F — F� FC
FM FN� _FM FM —FM 1_ FM FM FM 15 HDPE F FO Fn �O — 0 — T — —� W
EX. E.O.P.
+00 23+50 24+00 24+50 25+00 5 26+0o EX. E.E.O.P.
10+00 10+50 1 +00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 1 50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 — 22+50 — (n
� � EX. E.O.P.
T T T T T T T T T T — T T ��N- \ T -
N:47,526.66 EX.E.O.P. T T T T T T T T T T —� T Tn� - - W W —
E:220,304.78 — — — — — — — — V� FO FO O T FO T �� O F� —
_ �� O -
0 — — — — — � — — — — — — — — O O STA. 1 +00.00 5 (n 6
STA. 15+50.00 STA.24+96.67
= 3 STA. 10+50.00 2„ 4 U 6 \\ \ �Z\y 1 TOP
a � Y
\ J 2 BOTTOM
k) zo
8 2,TYP.
/ /
SR33 SIG NAG E PLAN STA. 10+00 - STA. 25+50
Ll
-� � 2 TYP.
8 N
Z
7 \ \ \ 5 STA.31+75.18
\
BOTTOM \
�� \
2 LU \ \ \ WOO p 4 STA.35+25.07 Wp S NOOM
TOP 1 LU\ \ \ a z C) 0 J,, 3 STA.40+25.07
6 Ay \ \ 6 STA. 25+81.36 = L S U EM CONC 0 V) GR
\ \cn \ GR O B —12
\\_ \\ P — — 15— fF --
1Fin - T FM Fives — — — — 5" R�P — P— — — — 15 — —1 „� — —0 6VCFO w1 FM FM �!1[I FM M Q FO FO T FM T FM -FIVE FM FM FM �lu� FM FM FM
FQT FO T Q T T T T T Fb T EX. E.O.P. EX.E.O.P.
24+50 EX. E.O.P. 25+00 LLl 5 INC H 0�3/ 306 2 6+��T 27+00 C 27+50 28+00 S 28+50 29+00 29+50 30+00 30+50 1 31+00 31+50 c)32+00 32+50�— 33+00 33+50 34+00 34+50 — 35+00 35+50 36+00 36+50 37+00 37+50 38+00 38+50 39+00 39+50 40+00 _roe+5040+67
------------ . . .� �� i i — ---------- . . .....
p in o0
N:47,596.36
EX. E.O.P. LO E:220,550.67
— T j \ T T T T T T T T T T T T T T T T T T T EX. E.O.P. EX. E.O.P.
T T T T T T T T T T T T T T — — — � - - - - - - — - - - - -
_ W � — — FW — — � — — — — — 6„ PVC
F _ {� O _ FO FO FO FAD FO FO FO INV=8.750 FO
6 W W 60" CMP
STA. 24+96.67 \ \ �Z 1 TOP = = a p _ 72" CHL/ 1SBW
o I
6 BOTTOM � o 0 2 70.
2 a cR WOODS WOODS
\\ \Q 8 2,TYP. a/
`O
\ \ I T NK
1 1.5SFI7 I
SR33 SIG NAG E PLAN STA. 25+50 - STA. 40+67
KEYNOTES GENERAL NOTES LEGEND
OFLASHING"STOP"SIGN, MODEL#M75-R4848-Wr01
1. TRAFFIC ON SR33 HAS THE RIGHT-OF-WAY. RIGHT-OF-WAY
2O FLASHING"CROSSING TRAFFIC DOES NOT STOP"SIGN,48"x48", MODEL#M75-R3015-BA47 2. FLAGMAN/HAUL TRUCKS SHALL BE RESPONSIBLE FOR ENSURING PATH IS CLEAR BEFORE
CROSSING SR33. W EX. WATER LINE
O NON-FLASHING WARNING SIGN,48"x48", MUTCD W8-6 MODIFIED TO STATE"MINE ROAD CROSSING 1500 FT". 3. ELEVATED GUARD SHACK SHALL BE MANNED 24/7. GUARD/FLAGMAN SHALL BE ON SITE 2%TO A i
CONTROL HAUL TRUCK CROSSING OPERATIONS. T EX. TELEPHONE LINE V
4OFLASHING"VEHICLES ENTERING WHEN FLASHING 1000 FT"SIGN,48"x48", MODEL#M75-R4848-BA47 4. FLASHING WARNING SIGNS ALONG SR33 SHALL BE ACTIVATED WHEN HAUL TRUCK IS STOPPED
AT CROSSING. FO EX. FIBER OPTIC LINE
OFLASHING"VEHICLES ENTERING WHEN FLASHING 650 FT"SIGN,48"x48", MODEL#M75 R4848 BA47 5. WHEN VEHICLES TRAVELLING ON SR33 ENTER WITHING 1000-LF OF THE HAUL ROAD-SR33
PROP. LIGHT POLE
OFLASHING"VEHICLES ENTERING WHEN FLASHING"SIGN,48"x48", MODEL#M75-R4848-BA47 INTERSECTION, FLASHING LIGHTS SHALL ILLUMINATE STOP SIGNS TO NOTIFY HAUL TRUCKS
THAT THERE ARE VEHICLES ON SR33 WITHIN THE CROSSING ZONE. PROP. STORM PIPE
0FUTURE GUARD SHACK 6. "650 FT"DISTANCE IS BASED ON STOPPING SIGHT DISTANCE PROP. STORM JUNCTION BOX
7. IMMEDIATE MINE ROAD CROSSING AREA SHALL BE WELL LIT AT ALL TIMES.
OPROPOSED LIGHT POLE, SEE UTILITY SHEET 17MB0938-CIO24-201 FOR DETAILS. 8. SIGNS SHALL BE PLACED A MINIMUM OF 6-FT FROM THE EDGE OF PAVEMENT. CONTRACTOR O PROP. STORM MANHOLE
SHALL FIELD VERIFY LOCATIONS OF ALL UTILITIES PRIOR TO INSTALLING ALL ROAD SIGNS. El PROP. STORM FLARED END SECTION
9. ALL FLASHING SIGNS SHALL BE INSTALLED ON BREAKAWAY POSTS,2/2"x 2y", 10 GAUGE. PROP. ROAD SIGN
BREAKAWAY POSTS TO BE PER NCDOT SPECIFICATION 1110.01. 0 50' 100, 150,
10. ALL FLASHING SIGNS TO BE EQUIPPED WITH SOLAR PANEL(MODEL#'S M75-SA300-CTLE,
M75-SA300-CLBE)AND RADAR DETECTOR(MODEL#M75-SA300-RDRO). 1"-50'
11. MODEL NUMBERS FOR FLASHING LIGHT SYSTEMS ARE FROM TRAFFICALM SYSTEMS.
12. MINIMUM SIGN HEIGHT TO BE SEVEN FEET ABOVE EDGE OF PAVEMENT TO BOTTOM OF SIGN. IF
SIGN IS MOUNTED BELOW ANOTHER, MAJOR SIGN SHALL BE AT LEAST EIGHT FEET AND SEAL
SECONDARY SIGN SHALL BE AT LEAST FIVE FEET ABOVE LEVEL EDGE OF PAVEMENT. CAROB
13. ALL LIGHT RINGS ALONG PERIMETERS OF FLASHING SIGNS SHALL BE TEMPER PROOF RIVETED. FESS/0•' ?9��'%
DR. Z. ZOLVINSKI DATE 01/20/22 :'Q� l'•
EAL
DSGN. Z. ZOLVINSKI = 35598
CK. Z. ZOLVINSKI '%� •.•FiyG
111 CORNING ROAD, SUITE 200, CARY, INC 27518 USA
Ph: 919.859.5000 FAX: [phone] DL Z ZOLVINSKI JOB N0 17MB0938 i�gRV••10
NORTH CAROLINA ENGINEERING FIRM LICENSE NO. F-0287 Z. . �ii////III I,�������
NORTH CAROLINA ARCHITECTURAL FIRM REG. NO. 50757 CAD FILE NO. 17MB0938-C1026-202.DWG 02/23/2022
DRAWN REFERENCE DRAWINGS . DRAWING TITLE ENGINEERING DATE 01/20/22
Z. ZOLVINSKI JOB NO.
CHECKED TM MINE SERVICES INFRASTRUCTURE CROSSINGS SCALE
Z. ZOLVINSKI ' 17MB0938 AS NOTED
NCDOT STATE ROAD 33 ROW CROSSING
APPROVED
0 02-23-22 ISSUE FOR CONSTRUCTION ZZ ZZ ZZ CH Z. ZOLVINSKI TM SIGNAGE PLAN DRAWING NO.
NO. DATE ISSUE / REVISION BY CHK. APP. APP. APPROVED Feeding the Future 17MB0938-CIO26-202
C. HEAKINS

T 2 3 4 5 6 7 8 9 10 11
LIGHTING FIXTURE SCHEDULE
Symbol Tag oty MANFACTURER 1 NUMBER Description LLF Luminaire Luminaire Total
Lumens Watts Watts
R1 4 SINGLE LED TYPE 11 ROADWAY,480V WITH 0.900 20567 166 664
EXTENDED ARM. HEIGHT=25`
Calculation Summary
G Label CalcType Units Avg Max Min Avg/Min Max/Min G
INTERSECTION ROADWAY LIGHTING Illuminance Fc 2.63 5.5 0.7 3.76 7.86
Z 4 + •4 4.8 +
z.5 2 4.3
5 z � �� S � 3 . 7
•8 4,5 �
�-2
2.2 + -3•9
+ 2.5
2.8 + 3 +
+ 3 fC 2 7 2. 6 . 3 fc
3 7 + 2.5
+ �•5 +
* 2. 6
4 7 ' 0 * +
4
2.8
8 1.3 2.+ 0 1. 7 +
4.5 + 3.
+ 2. 7 • 9 fc
4. z
J..s
• 4
8
F F❑ FO FO FQ FO S 3 FO + Q FO FO FO FO FO -� FO
D T T T T T TO T T T T T T T T T T
T T T S + 7
L �� 7 •5 12 � 3 8 26+00 �+so 27+00
23+50 24 00 24 50 t. 2. + 5yj. C
20 +
T T T 7 T T T T T . -9 + 'IT
•4 T T T T T T T T T -
- T T T T T T T T T + T T• T T T T T T T T
2• 2
W W W W W W W W + W OW E I v W W W W W W W W
FO FO O F❑ O FO FO+ FO' 6 + FO 0 FD FO FO FO FO FO t
�-5
EX.E.O.P_
D
3Sfcl•6
•8 + 9 5
2. +
•s 1.4
• 0 + 4 5 R2
+ c 2 +
2 4 2.2 + 3 8 4.4 +
2.2 + 4
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INTERSECTION LIGHTING PLAN 1V
0 20' 40' 60, SEAL
•
DR. S. SEDITO DATE 12122121 ���
JACOBS
DSGN. S. SEDITO �4 0r���
I?
111 CORNING ROAD, SUITE 200, CARY, NC 27518 USA OK Z. ZOLVINSKI
Ph. 919.859.5000 FAX: [phone]
NORTH CAROUNA ENGINEERING FIRM LICENSE NO. F-0287 DL Z. ZOLVINSKI JOB NO. 17MB0938
NORTI-i CAROLINA ARCHITECTURAL FIRM REG. NO. 50757 CAD FILE NO. 17MB0938-JSK-0011)WG
DRAWN REFERENCE DRAWINGS DRAWING TITLE ENGINEERING DATE 12/22/21
S. SEDITd JOB NO.
CHECKED klutrien M MINE SERVICES INFRASTRUCTURE CROSSINGS SCALE
Z. ZOLVINSKI j 17MB0938 NC�OT STATE ROA❑ 33 ROW CROSSING AS NOTED
B 02-23-22 ISSUE FOR REVIEW ZZ ZZ ZZ CH APPROVED
A 12-22-21 ISSUE FOR REVIEW SLS ZZ ZZ CH Z. ZOLVINSKI TM INTERSECTION LIGHTING PLAN DRAWING NO.
NO. DATE ISSUE 1 REVISION BY CHK. APP. APP. APPROVED Feedin9 the Future 17MB0938-JSK-914
C. HEAKINS

�7 T
SYSTEMSFmr FLASHING
'm SIGN
. . Sign Enhancement Ping
-- - —a---- - - -. ..iancement
Rings are the next evolution in
road signage. Designed to enhance
existing road signs. Engineered to
provide lightning fast installation,
exceptional visibility in any condition,
and intuitive driver calming beyond
that of reflective sheeting.
EnvironmentalSpecifications 4�
Illumination . •
LEDs configured around perimeter Nema 4x Enclosure 14 gauge 5052 aluminum
of sign,within border (fully MUTCD Potted electronics construction
(hermetically sealed) Individually lensed LEDs
compliant design) -340 C to + 600 C operating recessed behind faceplate
LED Pitch:1.9" (4.8cm) (on centers) range (-290 F to +1400 F) Ring Depth: 0.4"/10.Omm to
Red LEDs with 300 Viewing Angle minimize impact on natural
DG3 white reflective sheeting applied sign appearance
to ring face for natural appearance No mounting or wiring
exposed on reverse of sign
Compatibility
Integrates with all TrafficaIm SA300
Controllers and Collaborators and
can be push button,speed (radar),
time clock, or sensor activated
Details -qw
Physical Description
Available Sizes:24",30",36"or 48"
Retrofits to any existing Stop Sign manufactured to MUTCD
requirements of corresponding size
Mounting:all LED hardware mounted within the white border of the
sign. Mounted either with adhesive backing or included self tapping
screws. Rivets may be utilized to improve tamper resistance
MUTCD compliant LED placement and usage 0
loft. (3m) single cable extension to reach Controller or Collaborator B D
MUTCD Part Number Ring Width Ring Ring Width LED Offset LED Light Power
Sign (A) Height(B) (C) (D) Count Output (Watts)
Size cd
24" M75-R2424-WROI 24761cm 24761cm .625"/1.6cm 1.974.8cm 40 270000 3.20
30" M75-R3030-WROI 30776cm 30776cm .625"/1.6cm 2.075.1cm 48 324000 3.84 a
36" M75-R3636-WROI 36"/91cm 36791cm .625"/1.6cm 2.476.1cm 48 324000 3.84
48" M75-R4848-WROI I 48"/122cm 48"/122cm .625"/1.6cm 2.0"/5.lcm 72 486000 5.76
• - • •
• •TraffiCalm Systems,INC All Rights Reserved

!K,A Ej a
gliz
\ lI
Warning Sign Enhancement Ring
Flashing Sign System Enhancement
Rings are the next evolution in road
signage. Engineered to provide
lightning fast installation, exceptional
visibility in any condition, and
intuitive driver calming.
Specifications
'Illumination .nmental Construction
LEDs configured in clusters of Nema 4x Enclosure 14 gauge 5052 aluminum
four around perimeter of sign (fully Potted electronics construction
MUTCD compliant design) (hermetically sealed) Individually lensed LEDs
LED Pitch: .35" (.89cm) (on centers) -340 C to + 600 C operating recessed behind faceplate
within the cluster range (-29° F to +1400 F)
Cluster Pitch: 6 in (13.46cm) (on cen-
ter)
Amber LEDs with 150 Viewing Angle
Compatibility
Integrates with all TrafficaIm SA300
Controllers and Collaborators and
can be push button,speed (radar),
time clock, or sensor activated
Details
Physical Description ,\
Available Sizes:24",30",36",48" ell
Retrofits to any existing Warning Sign manufactured to MUTCD O
requirements of corresponding size
Mounting: all LED hardware mounted within the printed border of ° e
the sign. Mounted either with adhesive backing or included self O
tapping screws. Rivets may be utilized to improve tamper resistance '*
MUTCD compliant LED placement and usage c
loft. (3m) single cable extension to reach Controller or Collaborator
MUTCD Part Number A(Ring B(LED C(LED LED Light Power
Sign Width) Group Pitch in Count Output (Watts)
Size offsetgroup) cd
24" M75-R2424-BA47 23.3"/7.6cm 6/15cm .35"/.89cm 48 936000 2.88 4
30" M75-R3030-BA47 29.0"/73.7cm 6"/15cm .35"/.89cm 64 1248000 3.84 °
W113 Mown lar uample
36" M75-R3636-BA47 34.8"/88.4cm 6/15cm .35"/.89cm 80 1560000 4.80
48" M75-R4848-BA47 46.T/118.1cm 6"/15cm .35"/.89cm 112 21840000 6.72
• - • •

PH:405-340-3434
,sir This drawing is for reference only.It is the
Edmond,
nd,O 73013 ASSEMBLY SHEET
�>r Edmond,OK 73013 property of wPelcoithout
and is not to be used in whole
��� or in part without Pelco's written permission.
fPELCOPaooucrs,INc. www.pelcoinc.com
REF: TITLE: PART NO.:
Base Assy, Square w/Alum Door, Alum
PB-5334
PART NO
PB-5334-NL-1 S-GL-PNC
Door, No Logo
Collar Screws
Ground Lug
—
1 Process No Color
—
2
® 3 0
TF-
PB-0542-00
Alum Door w/o Logo
0
-1 S = FS-2035-SS
Tap Bolt, Hex Hd
3/8"-16 x 1"
13.88 FS-4110-SS
- - Washer
X XFS-1203-SS
loop Locknut
"A, - -- -
'-- -3S = FS-3257-SS
Scews,Soc
FS-3913-SS Set3/8'r 16 x 3/4"Hd
\k
#10 Screw P
Ground Lug
/ Screws in Collar
OPTIONS
1 .50 Max NL=No Logo on Plastic Door
p 12.00 MIN Screws in Collar
Base Bolt Circle Bottom View 1S=(1) 3/8" Hex Hd Bolt
Groundinngg Lug
PB-5 3S=(3) 3/8" Soc Hd Set Screws
GL=Grounding Lug
Paint
ITEM PART NUMBER DESCRIPTION QTY
M 1 PB-0545 Base, Square w/o door, Alum 1
2 FS-2039-SS Screw, Soc Button Hd, 5/16"-18 x 1", Type 304 Stainless 1
U
3 PB-0542 Door, Square Base, w/ Pelco Logo, 319 Alum 1
0. LACORD 9'16'1991 KAK 1/22/2010 JLH 12/31/2013 CJB 1/6/2014 F 04/16/15CBJ JDC 4/16/2015 SHEET 1 OF 2
N DRAWN: DATE: CHECKED: REV: AT
a

�• www.pelcoinc.comEDMOND,OK 73013 This drawing is for reference only.It is theqSSEMBLY SHEET
40pelcoinc. property in Pelco and is not to p used iPao�,d
CO PRODUCTS, INC. FAX:[phone] whole or in part without Pelco's permission.
REF: TITLE: PART NO.:
Pole, 4"-8 NPT TOE Sch 40, Spun Alum
PB-5100
EPB
PART NO
-5100-L-PXX
Length
Process No Color=PNC
Paint=PXX
1
OPTIONS
Length
Paint
ITEM PART NUMBER DESCRIPTION QTY
1 PB-5100-L Pole, 4"-8 NPT TOE Sch 40, Spun w/ Pelican, Alum 1
DRAWN:Christina.MaddgnTE.11/23/2009 CHK'D:KAK DATE:11/25/20 REV A-12/16/09 CM CH VIM: BM DATE:12/17/2009 SHEET 1 OF 1

T R A PF'
W''
j SHING
SIGN SYSTEMS
bw AA
Model M75-SA300-RDRO Radar Detector
Features
Description
Size: 3.75" W x 2.5" H x 2.25" D Weight:
2.5 Lbs
Mounting: Universal bracket
accommodates most industry
standard round or square posts of
suitable load rating
—�Netection
Speed Resolution Min 5mph, Max 139
(8kph to 223kph)
K-Band (24.15GHz), direction sensing, O
license free (FCC Part 15 compliant)
Range: 1000 ft. (365m)
Compatibility
• Integrates with all Trafficalm
SA300 Controllers and
Collaborators
Environmental
• Nema 4 Enclosure
• Potted electronics (hermetically
sealed)
• -340 C to + 600 C operating range
(-29° F to +1400 F
Release:20200512
Powered by TC Connect
TG
Fi
<47FIAPPICAL. M`
s v s 7 E M S 8SS-738-2722 I www.trafficalm.com

IFA!
SA300 Controllers and Collaborators (All Models)
Introduction
The base of the Flashing Sign System,the SA300 Basics,Controllers,
and Collaborators are the"brains"of the group.Handling everything
from configuration to logic control,these devices allow the system
to operate as conflict intersection warning, sequencing curves,
wrong way warning and so much more.
Featuring inputs (and supporting logic) for one activation device
and a radar detector, as well as outputs for two alternating Rings,
RRFB's, or Beacons (for example), the Flashing Sign Systems'
possibilities are limitless.
All TraffiCalmTM products are built in the USA.We are the complete
engineering and manufacturing chain, meaning that everything
going into our products is TraffiCalmTMI
• Configuration and Setup
Quick configuration via TC ConnectTM, a WiFi connection
platform developed byTraffiCalmTM that requires NO
Internet Connection!
With any browser enabled device,the Installer can easily
log in and select from multiple options and settings
including Flash Duration, LED Brightness and Dimming
Control
• Durability and Reliability
Roadside signage, and the like, attract all forms of vandalism.
Housed in a potted aluminum enclosure the SA300 System is
ready for years of tamper-free service
• Built For Efficiency Solar and Radar equipment shown
Operating on either an AC supply, or 20W,30W,50W, or 60W
solar supplies,the SA300 System provides ample power to any
TraffiCaIMTM warning device. Suitable for an extreme range of
climates,TraffiCaIMTM products are built for the road ahead
• WarrantyI
Industry leading 5-Year Warranty, excluding
batteries Fi . •
-r RAFFI MTM
G T G AA G
8SS-738-2722 I www.trafficalm.com

Specif ications
All Controller and Collaborator Models Feature:
Physical Description TIC ConnectTm Human Interface
• Mounting: Universal bracket Wi-Fi Connectivity - No Internet
accommodates most industry standard Connection required
round or square posts of suitable load Mode Selection: Pedestrian Crossing,
rating Curve Warning, All Flash, Conflict
• Nema 3R enclosure, all electronics Intersection, Collaborative Detection,
potted High Water Detection
• Stainless fasteners used for corrosion Configurable Flash Duration
resistance Collaborative Detection utilizes
Input/Output multiple radars/inputs to filter
• Inputs: 1 per controller, accept dry detections and improve accuracy
contact closure, optional input devices Collaborative Detection System data
include Push Button, Environmental log includes time stamped detection
sensors, and others. events retained for at least 365 days. All
• Outputs: 2 per controller, 12W max other systems record activation count
requirement, output devices include and activation daily average.
Sign Rings, RRFBs, Beacons Controller can be converted to
• Radar Port: accepts input from Collaborator functionality in the field if
TraffiCalmTM Lite Radar system upgrade is desired.
• Alternative Sign Flashing: utilizes Radar Performance
Port + and -, radar input cannot be Wireless activation within 100 mS
used in this scenario Wireless range of 1000'/305m
• Light sensor for configurable auto- -340 C to +500 C operating range
dimming feature (varies with battery type used)
• 5 year warranty, excluding batteries
Ilk-
M75-SA300-CTLA* M75-SA300-CTL2* M75-SA300-CTL3* M75-SA300-CTLE* M75-SA30M-CTL2 M75-SA30M-CTL3
M75-SA300-CLBA* M75-SA300-CLB2* M75-SA300-CLB3* M75-SA300-CLBE* M75-SA30M-CLB2 M75-SA30M-CLB3
M75-SA300-BSCA* M75-SA300-BSC2* M75-SA300-BSC3* M75-SA300-BSCE* M75-SA30M-BSC2 M75-SA30M-BSC3
Weight 22.Olbs/10.Okg 25.0lbs/11.3kg 28.0lbs/12.7kg 29.0lbs/13.1kg 36.0lbs/16.3kg 39.0lbs/17.7kg
Dims 9.28"W x 10.S"H x 5.21"D 22.7"W x 14.1"H x 3.9"D 21.3"W x 20.1"H x 3.9"D 9.28"W x 10.S"H x 5.21"D 22.7"W x 14.1"H x 6.2"D 21.3"W x 20.1"H x 6.2"D
(23.6cm,26.7cm,13.2cm) (57.7cm,35.8cm,9.9cm) (54.1cm,51.1cm,9.9cm) (23.6cmx26.7cmx13.2cm) (57.7cm,35.8cm,15.7cm (54.1cm,51.1cm,13.2cm)
AC/Solar Integrated AC Integrated Solar Integrated Solar Solar Panel Kit sold sep- Integrated Solar Integrated Solar
arately
Battery Does not apply AGM,12Ah,12V AGM,12Ah,12V Extreme Climate AGM, AGM,25Ah,12V AGM,25Ah,12V
13Ah,12V
Solar Panel Does not apply 20W/1.16A(incl.) 30W/1.74A(incl.) 30,50,or 60W kits avail- 20W/1.74A(incl.) 30W/1.74A(incl.)
able
AC Input 0.43A/115VAC Does not apply Does not apply Does not apply Does not apply Does not apply
Continuous Unlimited flashes/day 800 30sec activations 800 30sec activations 860 30sec activations per 1600 30sec activations 1600 30sec activations
Performance per day with 2 hours per day with 2 hours day with 2 hours sunlight per day with 2 hours per day with 2 hours
sunlight sunlight sunlight sunlight
*M75 and legacy F75 part numbers feature equivalent specs

For • 30W 12Ah • • -
------ -- o ® o
® o 0
A 0
C7 D
O ' -------------® OO
• O ® 1 O
.' :14 No
1
• C
A B C D
• M75-SA300-CTL2 14.1 in 10.8in 22.7 in 11.2in
M75-SA300-CLB2 35.8 cm 27.5cm 57.5 cm 28.5cm
M75-SA300-BSC2
• M75-SA300-CTL3 20.1 in 10.8in 21.3 in 11.2in
M75-SA300-CLB3 51.1 cm 27.5cm 54.1 cm 28.5cm
•• • • • • • • • • • • • • • • • • • M75-SA300-BSC3
7/8 in(11 mm)
For • and Models
I� 0
10.5 in(267mm)
12.0 in(305mm)
13.5 in(342mm)
�4 -rFRAF-- PICAL. M TM 4.375 in(111 mm)
8.75 in(222 mm)
S S T E M S
8SS-738-2722 I www.traficalm.com 9.5in(241mm)

For • 30W 25AhModels
o ® o
------ ----------------
LI D
o ® o
0
9 M€348 Ga'19
® OO
A �
B
® O OO
• C
A B C D
• M75-SA30M-CTL2 14.1 in 10.8in 22.7 in 11.2in
M75-SA30M-CLB2 35.8 cm 27.5cm 57.5 cm 28.5cm
• M75-SA30M-BSC2
• M75-SA30M-CTL3 20.1 in 10.8in 21.3 in 11.2in
M75-SA30M-CLB3 51.1 cm 27.5cm 54.1 cm 28.5cm
•• • • • • • • • • • • • • • • • • • M75-SA30M-BSC3
<4 -rFIAPPI L, MTM
M S Copyright©TraffiCalmTM Systems,2020,all rights reserved
8SS-738-2722 I www.trafficalm.com released:20201109

Performance Specifications for Intelligent Conflict Intersection
Warning System
Description
Fabricate and furnish a Conflict Intersection Warning System which provides motorists real-time warning to
safely cross thru-STOP intersections. The system shall consist of multiple sign poles, vehicle detection
devices, solar powered and enhanced LED signage, logic processor and communication transmitters and
receivers between signs and detectors, and, if recommended, additional flashing warning devices. The function
of the Intelligent Conflict Intersection Warning System is to detect vehicles at one or more approaches in
advance of the intersection of concern and warn drivers at the opposing approaches of said vehicle's
presence. Only relevant warning devices should activate and only in the event of actual detection to avoid
driver desensitization. The intention of the system is to increase safety by improving driver recognition and
compliance of traffic controlling signage.
System 1. Warning System at a Single Approach: Sign warning device and controlling hardware mounted to
posts on minor road to warn approaching drivers of approaching cross traffic. Detecting devices and controlling
hardware mounted to posts on major road to activate warning devices at minor road.
d a.F,
Detection
Zone
d Detection
Zone
Figure A. Layout of Detection Zones on Major Road and Activated Warning Methods on Minor Road
Minor road shall have at least one R1-1 stop or R1-2 yield sign and an W44P warning sign at each
approach to serve as a warning method to drivers travelling on this roadway.
Each R1-1 stop or R1-2 yield sign shall be equipped with a retrofittable LED sign enhancement ring
(warning method) that can be applied to existing or supplied static signs. Additionally, LED powered
Beacons (warning method) can be used in conjunction to LED enhanced signs.
Each LED sign enhancement ring shall be applied with VHB adhesive tape and/or rivets

Each LED sign ring shall be fully compliant with the Federal Highway Administration (FHWA) Manual
on Uniform Traffic Control Devices (MUTCD). The LED array color and shape help to convey the sign
type to roadway users, both day and night.
The sign ring shall, through a row of LEDs convey the outline of the octagonal or triangular shape of the
complimenting sign. The LEDs shall be spaced on each side of the sign to increase the luminous
intensity and conspicuity of each sign. Single LEDs placed in the corners and/or in and midway points
between the corners are NOT allowed as they do not fully maintain the shape of the sign, both day and
night as mandated by the MUTCD.
The LED sign ring shall fit within the border of the R1-1 or R1-2 sign and shall be treated with white
retroreflective sheeting on the surface to match the white border of the static sign.
The processor/radar system shall allow user programmable thresholds to activate the LEDs.
Upon detection of a vehicle on the major road, wireless communications shall activate flashing of the
warning devices both approaches of the minor road simultaneously. Activation of both signs shall be
within 100 milliseconds.
System 2. Warning System at Both Approaches: Signs, warning methods, vehicle detection and supporting
hardware mounted to posts on minor and major roads to warn approaching drivers of approaching, conflicting
cross traffic.
Detection
X Zone
-► l
Detection
Zone
A Detection
Zone
Detection
Zone
Figure B. Layout of Detection Zones and Activated Warning Methods at Both Approaches
Minor road shall have at least one R1-1 stop or R1-2 yield sign and an W4-4P warning sign at each
approach to serve as a warning method to drivers travelling on this roadway.
Major road shall have at least one warning device, including LED enhanced warning sign and/or LED
beacon system, at each approach to serve as a warning method to drivers travelling on this roadway.

Each R1-1 stop or R1-2 yield or warning sign shall be equipped with a retrofittable LED sign
enhancement ring (warning method) that can be applied to existing or supplied static signs.
Additionally, LED powered Beacons (warning method) can be used in conjunction to LED enhanced
signs.
Each LED sign enhancement ring shall be applied with VHB adhesive tape and/or rivets
Each LED sign ring shall be fully compliant with the Federal Highway Administration (FHWA) Manual
on Uniform Traffic Control Devices (MUTCD). The LED array color and shape help to convey the sign
type to roadway users, both day and night.
The sign ring shall, through a row of LEDs convey the outline of the octagonal, triangular, or diamond
shape of the complimenting sign. The LEDs shall be spaced on each side of the sign to increase the
luminous intensity and conspicuity of each sign. Single LEDs placed in the corners and/or in and
midway points between the corners are NOT allowed as they do not fully maintain the shape of the
sign, both day and night as mandated by the MUTCD.
The LED sign ring shall fit entirely within the border or legend of the sign and shall be treated with
retroreflective sheeting or black powder-coating on the surface to match the border of the static sign.
The processor/radar system shall allow user programmable thresholds to activate the LEDs.
Upon detection of a vehicle on the major road, wireless communications shall activate flashing of the
warning devices both approaches of the minor road simultaneously. Activation of both signs shall be
within 100 milliseconds.
Upon detection of a vehicle on the minor road, wireless communications shall activate flashing of the
warning devices at both approaches of the major road simultaneously. Activation of both signs shall be
within 100 milliseconds.
1.0 LED Sign Enhancements
1.1 Each LED sign ring shall have all electronics fully hermetically potted and sealed.
1.2 Each LED sign ring shall be NEMA 4X rated and able to operate while fully submersed in water.
1.3 All LEDs shall be rated for 100,000 hours.
1.4 All LEDs shall be wired in strings to activate simultaneously per MUTCD standards and wired in a
manner (parallel) that all remaining LED's continue to flash in the event of failure of an individual
LED.
1.5 All wire used shall conform to UL 1520 and be insulated and PVC jacketed wire.
1.6 A single cable shall connect LEDs' to the power source.
1.7 All LED connections shall be hermetically sealed providing protection from exposure to the
elements and resisting corrosion by atmospheric chemicals typically encountered in roadside
environments.
1.8 Each LED shall be red (626 nm) in color and have a 30-degree UV resistant lens.
1.9 Each LED shall be AIInGaP technology and Class 1 B ESD tolerant per the JEDEC Standard.
1.10 Each LED shall have a minimum luminous intensity of 4,200 mcd and a maximum luminous
intensity of 9,300 mcd.
1.11 In the event any single LED should fail, the total light output of the sign ring shall not degrade more
than 3% of the maximum brightness when all LED's are operational.
2.0 Beacon Warning System
2.1 Each beacon must be mounted to the same post as the stop sign, per MUTCD recommendations.
2.2 Each beacon shall be a 12 inch, 10W or less LED bulb.

2.3 Each beacon shall conform to ITE VTSCH performance specifications.
2.4 Each beacon shall be powered and controlled by the same system as the LED enhanced sign it is
co-located with.
2.5 Each beacon shall compliment the background color of the associated sign
2.6 Each beacon shall be able to sustain non-dimming operation 24 hours a day
3.0 SIGN PROCESSORS. Each enhanced sign and detection device shall have a controller or collaborator
processor that allows for programming and controlling the intelligent conflict intersection warning system.
3.1 There shall only be one system controller for the entire system per intersection. Each additional
sign or detector shall have a collaborator. Only a controller or collaborator is required where a
warning method and detector are co-located
3.2 The system controller shall be equipped with activation algorithms to ensure detection results in
warning to the correct right-of-way. For instance, a detected vehicle at major road triggers warning
to drivers at minor road.
3.3 The detection algorithm shall be field adjustable, with the ability to disable the algorithm and to
enable any detection to simultaneously activate all warning methods.
3.4 The controller and collaborators shall be integrated with an attached solar panel sufficient to satisfy
autonomy requirements. Where autonomy requirements cannot be satisfied with an integrated
solar panel system, a post-side, nema 4x fiberglass box may be substituted.
3.5 The controllers and collaborators shall be housed in an enclosure that provides an additional level
of protection against corrosion and that will be undamaged by the external formation of ice on the
enclosure.
3.6 Each enclosure shall either utilize ambient light available to solar panel or be equipped with a
photocell to adjust automatic intensity control of the LED sign enhancements.
3.7 All electronics in the processors shall be fully potted and hermetically sealed, allowing operations
while fully submerged in water.
3.8 The controllers shall be equipped with Wi-Fi communications. For security and power consumption
purposes, the Wi-Fi communications shall become active when power is first applied to the
controller and remain active for 2 hours. At the end of the 2-hour period the Wi-Fi communications
shall go dormant to deter hacking. Wi-Fi communications shall only be re-energized upon cycling
power to the controller.
3.9 All configuration and programming software shall be hosted on the controller processor and be
accessed through the local Wi-Fi connection. No separate software or app shall be required to
program the signs.
3.10 The software shall allow the following:
3.10.1 Adjustable flasher patterns and speeds including; unison, 60, 90, or 120 Flashes per
minute.
3.10.2 Automatic scalable brightness control with separate night and day levels.
3.10.3 Setting adjustable thresholds for the radar to trigger the LED lights on the signs.
3.10.4 Configuring flashing algorithm for up to 9 wirelessly connected devices.
3.11 Controllers and collaborator shall have wireless mesh net communications and operate on a
license-free 2.4 GHz band. The mesh net radios shall have a device to device range of 3000 feet
line of sight and 1,500 feet non-line-of-sight.
3.12Wireless Mesh Net communication shall be device to device, with a repeatable signal, and
configurable network ID, and shall transmit on secure channels.
3.13If a controller is damaged or is removed from the system, all other signs shall default to a
simultaneous flash pattern to provide warning to the drivers at all approaches and to alert
maintenance personnel of a damaged controller.
4.0 Vehicle Detectors

4.1 Each intelligent warning shall have a minimum of one radar detector to detect vehicles
approaching the intersection of concern and activate the LED enhanced signs to flash.
4.2 Doppler radar shall be K-band (24.15 GHz) and operate license free and by Federal
Communications Commission (FCC) compliant.
4.3 Radar shall detect vehicles traveling at a minimum 5 miles per hour, with a maximum speed of 139
mph in 1 mph steps (min 8 KPH, max 223 KPH in 2 KPH steps).
4.4 The typical range of the radar shall be 450 feet with a performance range up to 1000 feet.
4.5 All radar electronics shall be fully potted and environmentally sealed in a NEMA 4X enclosure.
4.6 Each radar shall be bi-directional with the ability to set the direction of travel of the vehicle to be
detected and filter out the vehicles traveling in the opposite direction.
5.0 Power Supplies
5.1 Each single LED enhanced sign with a controller or collaborator and radar sensor shall be
equipped with solar panels and batteries and sufficiently sized to operate the system for year-
round operation.
5.2 All batteries shall be absorbent glass mat (AGM) and the battery array shall be a minimum of 12
Amp hours and provide a nominal 12-volt system.
5.3 All batteries shall be replaceable in the field.
5.4 Batteries shall be a minimum of 12 Ah.
5.5 The battery shall have an operating range of-29 degrees F (-34° C) to +122 degrees F (50' C)
5.6 Solar panels shall be a minimum of 20 watts each.
5.7 Solar panels that offer more capacity will be compatible with this system and utilized where
identified on the project plans.

S Y S T e MC__
30W Solar Panel - M75-SOLAR-0030
High Efficiency Multicrystal line
Product code 030011232A ��•
Maximum power(Pmax) 30W
Voltage at Pmax(Vmp) 17.6V
Current at Pmax(Imp) 1.71A
Open-circuit voltage(Voc) 21.6V
Short-circuit current(Isc) 1.84A
Temperature coefficient of Voc -(80x10)mV/°C
Temperature coefficient of Isc (0.065t0.015)%/°C
Temperature coefficient of power -(0.5t0.05)1/./°C �-
NOCT(Air 20°C;Sun 0.8kW/m2 wind 1 Ms) 47±2°C
Operating temperature -40°C to 85°C
Maximum system voltage 600V DC
Power tolerance t 5
*STC:Irradiance 100oW/m�,AM1.5 spectrum,module temperature 25°C
*NOCT:Nominal operating cell temperature(the data is only for reference)
Module .•
Dimensions in brackets are in inches. Features
Un-bracketed dimensions are in millimeters.
• Nominal 12V DC for standard output.
Unit:mm[in.] Heavy-duty anodized frames.
• High transparent low-iron,tempered glass.
357t1[14.06] Rugged design to withstand high wind pressure,
323t1[12.72] hail and snow load.
• Aesthetic appearance.
7[0.28]x12[0.47 Junction Box
Mounting 188[7.40] Top View(Lid Open) Characteristics
holes
6places
675t1[26.57] Irradiance:AM1.5,1 kw/rn2
includes screw head ® a 1.40
pro]ections 0 05[0.20] 0
® Grounding 120.4
holes 1.05 -- -
2places 75°C
A A 188[7.40] 0.70 s°°c
30n.18] $5°C
Back 1.5 o.as 0.35
View o 1 1
0 5 10 15 20 25
Front 25[o.98] Voltage(V)
View Section A-A SLP020-12U I-V Curves
Specifications
Cells Polycrystalline silicon solar cell
No.of cells and connections 36(2X18)
Module dimension 576mm[22.68in.]x357mm[14.06in.]x30mm[1.18in.]
Weight 2.8kg[6.17lbs]
Packing information(Carton) 605mm[23.81 in.]x215mm[8.46in.]x390mm[15.35in.]/(5pcs/ctn)

Type of report:Tube Count-Volume Data
LOCATION: North Carolina 33 QC JOB#: 15678401
SPECIFIC LOCATION: DIRECTION: EB,WB
CITY/STATE: Aurora, NC DATE:Jan 25 2022-Jan 30 2022
Start Time Mon Tue Wed Thu Fri Average Weekday Sat Sun Average Week Average Week Profile
25 Jan 22 26 Jan 22 27 Jan 22 28 Jan 22 15-min Traffic 29 Jan 22 30 Jan 22 15-min Traffic
12:00 AM 2 5 4 6 4 5 2 4 0
12:15AM 4 3 4 4 4 6 6 5 0
12:30 AM 4 2 1 1 2 2 1 2 0
12:45 AM 0 2 4 3 2 2 4 3
01:00 AM 3 4 2 3 3 1 0 2 0
01:15 AM 1 1 0 3 1 2 0 1 0
01:30 AM 1 1 0 2 1 5 1 2 0
01:45 AM 4 2 2 0 2 3 0 2 0
02:00 AM 1 2 1 1 1 4 0 2 Q
02:15 AM 2 0 0 1 1 1 1 1 0
02:30 AM 1 3 1 4 2 3 0 2 0
02:45 AM 3 6 1 6 4 7 1 4
03:00 AM 4 5 3 2 4 3 1 3
03:15 AM 2 2 5 3 3 2 1 3
03:30 AM 3 3 2 1 2 1 0 2 0
03:45 AM 3 3 5 4 4 4 3 4
04:00 AM 6 3 2 5 4 1 2 3
04:15 AM 7 8 14 10 10 5 3 8 ❑
04:30 AM 14 12 12 12 13 9 4 11 ❑
04:45 AM 10 14 14 12 13 10 2 10 ❑
05:00 AM 22 26 22 22 23 14 12 20
05:15 AM 50 45 44 44 46 23 21 38
05:30 AM 79 73 75 62 72 35 32 59
05:45 AM 100 102 106 104 103 52 34 83
Day Total
Weekday
Average
Week
Average
AM Peak
15-min Vol
PM Peak
15-min Vol
Comments:
Report generated on 2/1/2022 11:06 AM SOURCE:Quality Counts,LLC(http://www.qualitycounts.net)

Type of report:Tube Count-Volume Data
LOCATION: North Carolina 33 QCJOB#: 15678401
SPECIFIC LOCATION: DIRECTION: EB,WB
CITY/STATE: Aurora, NC DATE:Jan 25 2022-Jan 30 2022
Start Time Mon Tue Wed Thu Fri Average Weekday Sat Sun Average Week Average Week Profile
25 Jan 22 26 Jan 22 27 Jan 22 28 Jan 22 15-min Traffic 29 Jan 22 30 Jan 22 15-min Traffic
06:00 AM 114 114 104 111 111 56 45 91 C
06:15 AM 135 151 162 155 151 40 47 115 C
06:30 AM 150 139 132 118 135 44 36 103 C
06:45 AM 104 117 124 102 112 32 24 84
07:00 AM 99 89 89 91 92 14 13 66
07:15 AM 98 106 112 106 106 14 19 76
07:30 AM 112 129 121 119 120 18 15 86
07:45 AM 94 92 84 78 87 12 14 62 0
08:00 AM 54 48 47 49 50 16 18 39 0
08:15 AM 48 32 38 41 40 15 19 32 0
08:30 AM 34 42 36 45 39 17 19 32 0
08:45 AM 40 43 47 52 46 27 19 38 0
09:00 AM 36 38 47 44 41 14 22 34 0
09:15 AM 50 46 40 38 44 16 22 35 0
09:30 AM 37 49 48 49 46 17 28 38 0
09:45 AM 56 43 37 40 44 22 18 36 0
10:00 AM 32 54 39 39 41 18 28 35 0
10:15 AM 44 53 46 43 47 20 31 40 0
10:30 AM 40 56 50 59 51 21 30 43 0
10:45 AM 43 45 41 61 48 29 37 43 0
11:00 AM 42 48 53 54 49 24 23 41 0
11:15 AM 44 55 40 51 48 24 30 41 0
11:30 AM 38 39 45 65 47 15 32 39 0
11:45 AM 41 78 49 66 59 20 30 47 0
Day Total
Weekday
Average
Week
Average
AM Peak
15-min Vol
PM Peak
15-min Vol
Comments:
Report generated on 2/1/2022 11:06 AM SOURCE:Quality Counts,LLC(http://www.qualitycounts.net)

Type of report:Tube Count-Volume Data
LOCATION: North Carolina 33 QC JOB#: 15678401
SPECIFIC LOCATION: DIRECTION: EB,WB
CITY/STATE: Aurora, NC DATE:Jan 25 2022-Jan 30 2022
Start Time Mon Tue Wed Thu Fri Average Weekday Sat Sun Average Week Average Week Profile
25 Jan 22 26 Jan 22 27 Jan 22 28 Jan 22 15-min Traffic 29 Jan 22 30 Jan 22 15-min Traffic
12:00 PM 69 67 48 63 62 24 44 53
12:15 PM 42 57 58 60 54 28 32 46 0
12:30 PM 48 38 51 57 49 30 41 44 0
12:45 PM 39 63 54 60 54 26 31 46 0
01:00 PM 58 59 57 63 59 27 36 50 0
01:15 PM 44 52 40 52 47 35 37 43 0
01:30 PM 49 44 54 60 52 21 43 45 0
01:45 PM 57 49 69 43 55 28 27 46 0
02:00 PM 31 48 45 60 46 31 33 41 0
02:15 PM 60 63 56 53 58 36 43 52 0
02:30 PM 57 53 61 63 59 32 37 51 0
02:45 PM 54 53 54 56 54 31 41 48 0
03:00 PM 60 66 66 66 65 15 29 50 0
03:15 PM 53 73 65 71 66 30 30 54 0
03:30 PM 78 84 85 97 86 30 41 69
03:45 PM 72 71 68 100 78 29 39 63 0
04:00 PM 83 77 73 73 77 24 33 61 0
04:15 PM 80 74 88 108 88 31 35 69
04:30 PM 129 156 133 166 146 32 41 110
04:45 PM 152 144 131 132 140 29 32 103
05:00 PM 145 162 142 124 143 53 36 110
05:15 PM 132 150 159 145 147 64 47 116
05:30 PM 137 129 143 109 130 57 51 104
05:45 PM 80 105 102 91 95 49 57 81
Day Total
Weekday
Average
Week
Average
AM Peak
15-min Vol
PM Peak
15-min Vol
Comments:
Report generated on 2/1/2022 11:06 AM SOURCE:Quality Counts,LLC(http://www.qualitycounts.net)

Type of report:Tube Count-Volume Data
LOCATION: North Carolina 33 QCJOB#: 15678401
SPECIFIC LOCATION: DIRECTION: EB,WB
CITY/STATE: Aurora, NC DATE:Jan 25 2022-Jan 30 2022
Start Time Mon Tue Wed Thu Fri Average Weekday Sat Sun Average Week Average Week Profile
25 Jan 22 26 Jan 22 27 Jan 22 28 Jan 22 15-min Traffic 29 Jan 22 30 Jan 22 15-min Traffic
06:00 PM 88 89 84 87 87 63 63 79 C
06:15 PM 87 73 69 58 72 51 52 65 C
06:30 PM 69 62 53 64 62 52 51 59 C
06:45 PM 33 48 63 56 50 28 34 44
07:00 PM 28 25 41 32 32 25 26 30 0
07:15 PM 23 18 33 26 25 24 25 25 ❑
07:30 PM 20 24 31 21 24 18 17 22 ❑
07:45 PM 23 16 25 18 21 21 18 20 ❑
08:00 PM 19 24 23 18 21 20 14 20 ❑
08:15 PM 15 17 21 27 20 16 7 17 ❑
08:30 PM 15 18 14 21 17 5 16 15 ❑
08:45 PM 11 6 10 20 12 8 11 11 ❑
09:00 PM 7 7 10 13 9 13 10 10 ❑
09:15 PM 15 4 5 24 12 6 11 11 ❑
09:30 PM 14 10 12 14 13 6 7 11 ❑
09:45 PM 5 8 13 13 10 12 8 10 ❑
10:00PM 9 6 5 10 8 7 15 9 ❑
10:15PM 6 13 2 9 8 4 7 7 11
10:30 PM 11 7 8 11 9 9 13 10 ❑
10:45PM 7 5 9 8 7 8 7 7 ❑
11:00PM 4 2 4 4 4 4 5 4
11:15PM 1 0 5 1 2 7 3 3
11:30 PM 4 3 5 5 4 2 3 4
11:45PM 2 1 2 2 2 2 0 2 Q
Day Total 4236 4456 4404 4525 4419 1948 2089 3620
%Weekday 95.9% 100.8% 99.7% 102.4%
Average
%Week 117% 123.1% 121.7% 125% °
Average 122.1/° 53.8/° 57.7/°AM Peak 6:30 AM 6:15 AM 6:15 AM 6:15 AM 6:15 AM 6:00 AM 6:15 AM 6:15 AM
15-min Vol 150 151 162 155 151 56 47 115
PM Peak 4:45 PM 5:00 PM 5:15 PM 4:30 PM 5:15 PM 5:15 PM 6:00 PM 5:15 PM
15-min Vol 152 162 159 166 147 64 63 116
Comments:
Report generated on 2/1/2022 11:06 AM SOURCE:Quality Counts,LLC(http://www.qualitycounts.net)