HomeMy WebLinkAbout20240060.tiffRESOLUTION
RE: REGULATING, WARNING, AND GUIDING TRAFFIC DURING TEMPORARY
CLOSURE OF COUNTY ROAD 54 BETWEEN COUNTY ROADS 13 AND 15 FOR
APPROXIMATELY SEVEN (7) MONTHS, FOR BRIDGE 54/13A REPLACEMENT
WHEREAS, the Board of County Commissioners of Weld County, Colorado, pursuant to
Colorado statute and the Weld County Home Rule Charter, is vested with the authority of
administering the affairs of Weld County, Colorado, and
WHEREAS, pursuant to C.R.S. §42-4-106(6)(a):
"...local authorities, with their respective jurisdiction may, for the
purpose of road construction and maintenance, temporarily close to
through traffic or to all vehicular traffic any highway or portion
thereof for a period not to exceed a specified number of work days
for project completion and shall, in conjunction with any such road
closure establish appropriate detours or provide for an alternative
routing of the traffic affected...", and
WHEREAS, pursuant to said statute and upon the basis of traffic and personnel
investigations, the Board has determined that conditions exist which make it necessary to
temporarily close County Road 54, between County Roads 13 and 15, to through traffic and to
regulate, warn and guide vehicular traffic by posting signs thereon, with said closure being
effective January 22, 2024, for approximately seven (7) months for the replacement of
Bridge 54/13A.
NOW, THEREFORE, BE IT RESOLVED that the Board of County Commissioners of Weld
County, Colorado, deems it necessary to regulate, warn and guide vehicular traffic on County
roads and any intersections thereof, and it hereby authorizes and orders the posting of such traffic
control devices as shall be reasonably necessary to regulate, warn and/or guide traffic thereon
for the safety of the general public and that said traffic control devices shall conform to the Federal
Manual on Uniform Traffic Control Devices.
BE IT FURTHER RESOLVED that the Board of County Commissioners of Weld County,
Colorado, does declare and establish that County Road 54, between County Roads 13 and 15,
be temporarily closed, with said closure being effective January 22, 2024, for approximately
seven (7) months for the replacement of Bridge 54/13A, and further, that standard official traffic
control devices shall be erected at said closure giving notice of the restrictions.
cc. SQ(RS), D:Sp +c►,, C$P
O1 /12 /2`I
2024-0060
EG0024
TEMPORARY CLOSURE — COUNTY ROAD 54
PAGE 2
The above and foregoing Resolution was, on motion duly made and seconded, adopted
by the following vote on the 8th day of January, A.D., 2024.
BOARD OF COUNTY COMMISSIONERS
WELD COUNTY, COLORADO
ATTEST: CL\)
Weld County Clerk to the Board
6L7ttYizit-i'it
Deputy Clerk to the Board
AP' ' S i E = S ORM:
County tt ney
Date of signature: Ii llZ
4
Key'n_D, Ross, Chair
C3.64
rry L. Bucf Pro-Tem
Mike Freeman
Scott K. James
2024-0060
EG0024
MEMORANDUM
TO: Clerk to the Board DATE: January 3, 2024
FROM: Amy Mutchie, Public Works Department
SUBJECT: BOCC Agenda Item
Kraemer NA and Public Works are requesting permission to close WCR 54 between WCR 13 and WCR
15 from 01/22/2024 through 08/30/2024 in order to remove the existing bridge and construct a new
bridge as part of the BR54/13A Bridge Replacement Project.
See attached closure diagrams.
2024-0060
I / /Z4 -I CC ()ON
Kelim
ounty RoackAitR 54
Detour
North on
WCR 13 to
Hwy 34
:ounty Road 18
mora
O�fr
l
WCR 54
Detour
South on
WCR 13 to
WCR 50
N
W E
ahnstown S
W
i
•
50
Windsor
HIGHWAY 34 EB
WCR 56
Hi!! and Brush
era
-- -r
Road Closed
January 22, 2024
to
August 30, 2024
WCR 52.1/4 Road
WCR 52
Windsor
cc
V
ce
U
WCR-56
Windsor
HIGHWAY:-34:EB
5019 ft
WCR 54 Detour
from WCR 15
west to WCR 17
,_WeR,3434 WCP 6"
5.2
1/4
Eounty Road "WCR 52
/2
dcunty Road 1 5 1
WCR 52 -__ .,
riarunra
r
1
Weld I•unty GIS, Esri, NASA,
SafeGraph, GeoTechnologies, Inc,
--�WCR;50j
WCR 50
-
Greeley
y
vHIGHWAY 34 EB
Greeley
Greeley
nth sr WCR 56
WCR 54 Detour
from WCR 15
North to Hwy 34
WCR 54
WCR 54 Detatir
from WCR 1g
South to WCEIR 50
WCR 52
GA, USGS, FEMA, Esri, HERE, Garmin,
I/NASA, USGS, EPA, NPS, US Census
Bureau, USDA
SPEED (MPH)
Mn Mum low Leith ILInFeel
Lane Width (W) in Feet
MPH_ 10 12
80 800 980 960
MINIMUM 11118Yu
OF LONGITUDINAL
BUFFER SPACE
BUFFER
LENGTH (FT)
NOTES:
tmwn Late of On>cn
,Sw Wrath Ali ni f eel
Maximum Device
Spacing Infs.!
Along Along
Taper Ta r -nt MPH
Diane Between Signs J
A B C
1000 Feet
1) TRAFFIC PLAN IS BASED ON M & S STANDARDS
CASE R20, AND MUTCD TA NO. 20 & 28
2) EXACT PLACEMENT OF DEVICES WILL BE DEPENDENT
ON SITE CONDITIONS CHANGES ARE TO BE IMPLEMENTED
WHERE APPLICABLE
3) ALL WORKERS ON FOOT INSIDE OF THE WORK ZONE
SHALL UTILIZE PROPER PPE IN ACCORDANCE WITH OSHA
REGULATIONS
4) WORKERS SHALL NOT CROSS LIVE LANES OF TRAFFIC
ON FOOT WITHOUT THE ASSISTANCE OF FLAGGERS
USING THE 'BUDDY SYSTEM" OR A DESIGNATED CROSSWALK
5) ALL VEHICLES AND EQUIPMENT MOVING INSIDE OF THE
CLOSURE SHALL BE EQUIPPED WITH BACK UP ALARMS OR
UTILIZE A SPOTTER
6) ALL VEHICLES AND CONSTRUCTION EQUIPMENT SHALL PARK
OFF THE ROADWAY ON THE SAME SIDE AS THE CLOSURE
1) PLAN IS FOR UTIUTY WORK AND SITE DEVELOPMENT
B) WORK IS ESTIMATED TO TAKE 3 DAYS; WORKING HOURS ARE
DAYLIGHT HOURS; PLAN IS FOR 24/1 CLOSURE
9) SIGNS SHALL BE SPACED A MINIMUM OF 500 FT OR AS
SPACE ALLOWS
10) NON -VEHICULAR ACCESS: BICYCLISTS ARE TO BE TREATED
AS A VEHICLE. PEDESTRIAN FACL.ITIES ARE TO BE MAINTAINED
WHEN POSSIBLE A VIABLE DETOUR ROUTE WILL BE PUT INTO
PLACE AS REQUIRED
11) PRIVATE ACCESS IS TO BE MAINTAINED AT ALL TYRES WITHIN
PROJECT LIMITS UNLESS OTHERWISE AGREED UPON BY
PROPERTY OWNER
1"2) EMERGENCY VEHICLES WILL BE GIVEN THE RIGHT OF WAY
AS SOON AS IT IS SAFE TO DO SO
r,
AWP
Safety
+5OQ Feet
2640 Feet
SHEET 3
AWP Safety
4244 Mount Pleasant Street NW
North Canton. OH 44720
800-343-2650
330-677-7405
www.awpsafety.com
SHEET 2
Project:
Comments:
All signs & devices shall be placed in accordance with the latest provisions of the Manual
on Uniform Traffic Control Devices (MUTCD) &/or Colorado Department of Transportation
(CDOT)-M&S Standard Drawings with respect to any applicable provisions from the City
of Johnstown.
Legend
SHEET 7
Access to residential and commercial driveways to be maintained at all times.
AREA WIDE PROTECTIVE
SHEET 5
SHEET 6
WELD COUNTY
KRAEMER
DETOUR
MHT# 2
SUMMARY OF DEVICES
tau"' MHT FINAL WITH SIGNATURES
Date: 12/21/2023
Author: G. Allison
Notes:
-Sign spacing may be adjusted to fit field conditions.
-Buffer space may be eliminated or modified to fit field conditions.
-Road Work Ahead signs shall be placed on all cross streets intersecting
within the advance signing. The signs should be placed a minimum of
100 feet in advance of the intersection.
Sheet 1 of 7
JVu:r./-k,tca
PLANS ARE
NOT TO SCALE
100 Feet
350 Feet 350 Feet
1 500 Feet :640 Feet
1APH
25 arm
_3e
35
40
4s
SPEED (MPH)
tn. Harping bpi Limp (14 a INt
I. .1 I.% lath (W) inFeet
105 115 126
150 165 160
205 225 245
270 295 320
50D 550 600
550 eos 680
700 770 840
7-0 845 900
75 800 825 900 _
= 800 880 960
MINIMUM LENGTH
OF LONGITUDINAL
BUFFER SPACE
BUFFER
LENGTH (FT)
115
NOTES:
Memun Murtha of ll►.ct+
La* Thin nFrei
111: 13
11 12 13
11 12 13
11 12 13
Road Type
Maximum Device
Spacing In Fest
Along Along
Taper -tangent MPH
26 SO 25 arIea
30 _3L• 30
35 70 35
65 130
70 140
75 150
80 160
Distance Between Signs
Urban (low speedy 1100 Feat 100 Feat
350 Feet
Expressway / Freeway 1000 Feet
1) TRAFFIC PLAN IS BASED ON M & S STANDARDS
CASE :$20. AND MUTCD TA NO. 20 & 28
2) EXACT PLACEMENT OF DEVICES WILL BE DEPENDENT
ON SITE CONDITIONS CHANGES ARE TO BE IMPLEMENTED
WHERE APPLICABLE
3) ALL WORKERS ON FOOT INSIDE OF THE WORK ZONE
SHALL UTILIZE PROPER PPE IN ACCORDANCE WITH OSHA
REGULATIONS
4) WORKERS SHALL NOT CROSS LIVE LANES OF TRAFFIC
ON FOOT WITHOUT THE ASSISTANCE OF FLAGGERS.
USING THE "BUDDY SYSTEM" OR A DESIGNATED CROSSWALK
5) ALL VEHICLES AND EQUIPMENT MOVING INSIDE OF THE
CLOSURE SHALL BE EQUIPPED WITH BACK UP ALARMS OR
UTILIZE A SPOTTER
6) ALL VEHICLES AND CONSTRUCTION EQUIPMENT SHALL PARK
OFF THE ROADWAY ON THE SAME SIDE AS THE CLOSURE
7) PLAN IS FOR UTILITY WORK AND SITE DEVELOPMENT
8) WORK IS ESTIMATED TO TAKE 3 DAYS. WORKING HOURS ARE
DAYLIGHT HOURS. PLAN IS FOR 2417 CLOSURE
9) SIGNS SHALL BE SPACED A MINIMUM OF 500 FT OR AS
SPACE ALLOWS
ICI NON -VEHICULAR ACCESS BICYCLISTS ARE TO BE TREATED
AS A VEHICLE. PEDESTRIAN FACILITIES ARE TO BE MAINTAINED
WHEN POSSIBLE A VIABLE DETOUR ROUTE WILL BE PUT INTO
PLACE AS REQUIRED
11) PRIVATE ACCESS IS TO BE MAINTAINED AT ALL TIMES WITHIN
PROJECT LIMITS UNLESS OTHERWISE AGREED UPON BY
PROPERTY OWNER
12) EMERGENCY VEHICLES WILL BE GIVEN THE RIGHT OF WAY
AS SOON AS IT IS SAFE TO DO 50
r,e Aw p AWP Safety
4244 Mount Pleasant Street NW
North Canton. OH 44720
Safety
800-343-2650
330-677-7405
www.awpsafety.com
CS and flaggers to be used to let trucks in and out of • -
Project:
Comments:
All signs & devices shall be placed in accordance with the latest provisions of the Manual
on Uniform Traffic Control Devices (MUTCD) en/or Colorado Department of Transportation
(CDOT)-M&S Standard Drawings with respect to any applicable provisions from the City
of Johnstown.
Access to residential and commercial driveways to be maintained at all times.
SPEED
LIMIT
WELD COUNTY
KRAEMER
Date: 12/21/2023
Author: G. Allison
DETOUR
MHT# 2
AREA WIDE PROTECTIVE
Legend
.4 A. Haggai
Type III Barricade
+Nork Area
' • ""- MHT FINAL WITH SIGNATURES
Notes:
- Sign spacing may be adjusted to fit field conditions.
- Buffer space may be eliminated or modified to fit field conditions.
-Road Work Ahead signs shall be placed on all cross streets intersecting
within the advance signing. The signs should be placed a minimum of
100 feet in advance of the intersection.
Sheet 2 of 7
PLANS ARE
NOT TO SCALE
MPH
25 wins
3�-
35
750 d25 900
At'10 A21 900
800 880 960
OF LONGITUDINAL
BUFFER SPACE
SPEED (MPH) BUFFER
LENGTH IFT)
730
820
ammo NailselDrat
Lent Wan* nFrd
Road Type
Maximum Dwlce
Spiting In Fat
Along Along
Taper Tangent
Z 50
12 13 70 140
19 11 IS 150
12 14 80 160
MPH
25 cr
Distance Between Signs
Urban Row speedy 100 Feet
Expressway r Freeway
r -•
•
350 Feet
1000 Feet
NOTES:
1) TRAFFIC PLAN IS BASED ON M & S STANDARDS
CASE #20. AND MUTCD TA NO. 20 & 28
2) EXACT PLACEMENT OF DEVICES WILL BE DEPENDENT
ON SITE CONDITIONS CHANGES ARE TO BE IMPLEMENTED
WHERE APPLICABLE
3) ALL WORKERS ON FOOT INSIDE OF THE WORK ZONE
SHALL UTILIZE PROPER PPE IN ACCORDANCE WITH OSHA
REGULATIONS
4) WORKERS SHALL NOT CROSS LIVE LANES OF TRAFFIC
ON FOOT WITHOUT THE ASSISTANCE OF FLAGGERS,
USING THE "BUDDY SYSTEM" OR A DESIGNATED CROSSWALK
5) ALL VEHICLES AND EQUIPMENT MOVING INSIDE OF THE
CLOSURE SHALL BE EQUIPPED WITH BACK UP ALARMS OR
UTILIZE A SPOTTER
6) ALL VEHICLES AND CONSTRUCTION EQUIPMENT SHALL PARK
OFF THE ROADWAY ON THE SAME SIDE AS THE CLOSURE
7) PLAN IS FOR UTILITY WORK AND SITE DEVELOPMENT
8) WORK IS ESTIMATED TO TAKE 3 DAYS: WORKING HOURS ARE
DAYLIGHT HOURS: PLAN IS FOR 24/1 CLOSURE
9) SIGNS SHALL BE SPACED A MINIMUM OF 500 FT OR AS
SPACE ALLOWS
10) NON -VEHICULAR ACCESS BICYCLISTS ARE TO BE TREATED
AS A VEHICLE, PEDESTRIAN FACILFTIES ARE TO BE MAINTAINED
WHEN POSSIBLE A VIABLE DETOUR ROUTE WILL BE PUT INTO
PLACE AS REQUIRED
11) PRIVATE ACCESS IS TO BE MAINTAINED AT ALL TIMES WITHIN
PROJECT LIMITS UNLESS OTHERWISE AGREED UPON BY
PROPERTY OWNER
12) EMERGENCY VEHICLES WILL BE GIVEN THE RIGHT OF WAY
AS SOON AS IT IS SAFE TO DO SO
�AWP
Safety
100 Feet 1 100 Feet
350 Feet
350 Feet
500 Feet 800 Feat
1500 Feet
2640 Feet
AWP Safety
4244 Mount Pleasant Street NW
North Canton. OH 44720
800-343-2650
330-677-7405
www.awpsafety.corn
ROAD
WORK
AHEAD
4#
Project:
Comments:
All signs & devices shall be placed in accordance with the latest provisions of the Manual
on Uniform Traffic Control Devices (MUTCD) &/or Colorado Department of Transportation
(CDOT)-M&S Standard Drawings with respect to any applicable provisions from the City
of Johnstown.
Access to residential and commercial driveways to be maintained at all times.
ROAD
CLOSED
AHEAD
Advance Message
Panel1 Panel2
WCR 54 MM
CLOSED DD
AHEAD
DETOUR
AHEAD
Day of Message
Panel 1 Panel
WCR 54
CLOSED
FOLLOW
POSTED
AHEAD DETOUR
'VMS to be deployed 7 days prior to start of work
Date: 12/21/2023
Author: G. Allison
R •
Th - Ceop er Haus
WC R 54
DEj '
f -
[NCR 541
I p,
DEMUR
G c -S..
SPEED
LIMIT
DETOUR
MHT# 2
AREA WIDE PROTECTIVE
4 Flagger
Type III Barricade
Work Area
WELD COUNTY
KRAEMER
OrUI iatitS .A1N* I" MHT FINAL WITH SIGNATURES
Notes:
-Sign spacing may be adjusted to fit field conditions.
- Buffer space may be eliminated or modified to fit field conditions.
- Road Work Ahead signs shall be placed on all cross streets intersecting
within the advance signing. The signs should be placed a minimum of
100 feet in advance of the intersection.
Sheet 3 of 7
PLANS ARE
NOT TO SCALE
Spend
25 or less
SPEED (MPH)
Me. Nonce Tau Le ge (1) a Feel *sun Mueller d Omen
Lane Width (W) in Feet lsie 'Men iW, nFell
10 11 12 10 11 12
270 29C 32U
450 495 540 11 12 13
55 550 605 660 11 12 13
600 660 720 11 12
65 700 770 840 11 12 13
;50 825 900
75 800 825. 900 11 12 13
800 880 960 1? 12 13
MINIMUM LENGTH
OF LONGITUDINAL
BUFFER SPACE
BUFFER
LENGTH (FT)
NOTES:
Maximum Device
Spacing in Feet
ti luny 'lung
raper Taro nt
A. 90
45 M
too
55 110 _
'20
130
1.10
75 150
80 160
Speed
MPFI
Road Type Distance Between Signs
Urban flaw WWII'
Urban (high speedi'
Expressway / Freeway
A B C
100 Feet T 100 Feet
350 Feet 'HTT Feet
100 Feet
„0 Ftat
100 Feet 500 Feet 500 Feet
1000 Feet
1) TRAFFIC PLAN IS BASED ON M & S STANDARDS
CASE #20. AND MUTCD TA NO. 20 & 28
2) EXACT PLACEMENT OF DEVICES WILL BE DEPENDENT
ON SITE CONDITIONS CHANGES ARE TO BE IMPLEMENTED
WHERE APPLICABLE
3) ALL WORKERS ON FOOT INSIDE OF THE WORK ZONE
SHALL UTILIZE PROPER PPE IN ACCORDANCE WITH OSHA
REGULATIONS
4) WORKERS SHALL NOT CROSS LIVE LANES OF TRAFFIC
ON FOOT WITHOUT THE ASSISTANCE OF FLAGGERS.
USING THE "BUDDY SYSTEM' OR A DESIGNATED CROSSWALK
5) ALL VEHICLES AND EQUIPMENT MOVING INSIDE OF THE
CLOSURE SHALL BE EQUIPPED WITH BACK UP ALARMS OR
UTILIZE A SPOTTER
6) ALL VEHICLES AND CONSTRUCTION EQUIPMENT SHALL PARK
OFF THE ROADWAY ON THE SAME SIDE AS THE CLOSURE
T) PLAN IS FOR UTIUTY WORK AND SITE DEVELOPMENT
8) WORK IS ESTMATED TO TAKE 3 DAYS: WORKING HOURS ARE
DAYLIGHT HOURS; PLAN IS FOR 2417 CLOSURE
9) SIGNS SHALL BE SPACED A MINIMUM OF 500 FT OR AS
SPACE ALLOWS
10) NON -VEHICULAR ACCESS' BICYCLISTS ARE TO BE TREATED
AS A VEHICLE, PEDESTRIAN FACILITIES ARE TO BE MAINTAINED
WHEN POSSIBLE A VIABLE DETOUR ROUTE WILL BE PUT INTO
PLACE AS REQUIRED
11) PRIVATE ACCESS IS TO BE MAINTAINED AT ALL TIMES WITHIN
PROJECT LIMITS UNLESS OTHERWISE AGREED UPON BY
PROPERTY OWNER
12) EMERGENCY VEHICLES WILL BE GIVEN THE RIGHT OF WAY
AS SOON AS IT IS SAFE TO DO SO
r.
AWP
Safety
1500 Feet
640 Feet
AWP Safety
4244 Mount Pleasant Street NW
North Canton. OH 44720
800-343-2650
330-677-7405
www.awpsafety.com
Project:
Comments:
All signs & devices shall be placed in accordance with the latest provisions of the Manual
on Uniform Traffic Control Devices (MUTCD) &/or Colorado Department of Transportation
(CDOT)-M&S Standard Drawings with respect to any applicable provisions from the City
of Johnstown.
Access to residential and commercial driveways to be maintained at all times.
CLOSED
AH EAD
CLOSED
FOLLOW
POSTED
DETOUR
VMS to be deployed 7 days prior to start of work -
Date: 12/21/2023
Author: G. Allison
DETOUR
MHT# 2
AREA WIDE PROTECTIVE
Legend
Flagger
••---- Type III Barricade
Work Area
WELD COUNTY
KRAEMER
c.+►e.uacr+.A!NAMIY MHT FINAL WITH SIGNATURES
Notes:
-Sign spacing may be adjusted to fit field conditions.
-Buffer space may be eliminated or modified to fit field conditions.
-Road Work Ahead signs shall be placed on all cross streets intersecting
within the advance signing. The signs should be placed a minimum of
100 feet in advance of the intersection.
Sheet 4 of 7
PLANS ARE
NOT TO SCALE
Speed
Mm Merinq super trnpm IL' it Feel
f:,'c V.i.Iti
ral>,4 10 11 12
25 or less 105 115 125
iU 10 19
35 205
40 270 295 320
45
§.17111.111t
60 600 660 720
68
759
76
0
800
Vino Numtn ct Dev ces
Lan -'Haab ih!ail eel
10 _ 11 12
b 6 6
7
e 8
11 12 13
11 12 13
11 12 13
41 12 13
900 11 ':r '3
1400 11 12 13
880 360 11 1
MINIMUM LENGTH
OF LONG TUDINAL
BUFFER SPACE
SPEED (MPH) BUFFER
LENGTH (FT)
Road Typo
Urban gew speed)*
200 Exprtssway ! Freeway
65
70 730
7
Mat 'mum Device
Spacing in Feet
;:k,, u Along
Fa,e: ial *autil
25 50
30 60
34 70
40 EC
55' 110
60 120
65 130
140
Speed
Distance Between Signs
A B C
100 Feet
500 Feet
1000 Feet
NOTES:
1) TRAFFIC PLAN IS BASED ON M & S STANDARDS
CASE #20, AND MUTCD TA NO. 20 & 28
2) EXACT PLACEMENT OF DEVICES WILL BE DEPENDENT
ON SITE CONDITIONS CHANGES ARE TO BE IMPLEMENTED
WHERE APPLICABLE
3) ALL WORKERS ON FOOT INSIDE OF THE WORK ZONE
SHALL UTILIZE PROPER PPE IN ACCORDANCE WITH OSHA
REGULATIONS
4) WORKERS SHALL NOT CROSS LIVE LANES OF TRAFFIC
ON FOOT WITHOUT THE ASSISTANCE OF FLAGGERS.
USING THE "BUDDY SYSTEM- OR A DESIGNATED CROSSWALK
5) ALL VEHICLES AND EQUIPMENT MOVING INSIDE OF THE
CLOSURE SHALL BE EQUIPPED WITH BACK UP ALARMS OR
UTILIZE A SPOTTER
6) ALL VEHICLES AND CONSTRUCTION EQUIPMENT SHALL PARK
OFF THE ROADWAY ON THE SAME SIDE AS THE CLOSURE
7) PLAN IS FOR UTILITY WORK AND SITE DEVELOPMENT
8) WORK IS ESTIMATED TO TAKE 3 DAYS; WORKING HOURS ARE
DAYLIGHT HOURS. PLAN IS FOR 24W CLOSURE
9) SIGNS SHALL BE SPACED A MINIMUM OF 500 FT OR AS
SPACE ALLOWS
1U) NON -VEHICULAR ACCESS, BICYCLISTS ARE TO BE TREATED
AS A VEHICLE. PEDESTRIAN FACILITIES ARE TO BE MAINTAINED
WHEN POSSIBLE A VIABLE DETOUR ROUTE WILL BE PUT INTO
PLACE AS REQUIRED
11) PRIVATE ACCESS IS TO BE MAINTAINED AT ALL TIMES WITHIN
PROJECT LIMITS UNLESS OTHERWISE AGREED UPON BY
PROPERTY OWNER
12) EMERGENCY VEHICLES WILL BE GIVEN THE RIGHT OF WAY
AS SOON AS IT IS SAFE TO DO SO
AWP
100 Feet
350 Feet
1500 Feel
100 Feet
2640 Feet
AWP Safety
4244 Mount Pleasant Street NW
North Canton. OH 44720
Sara 800-343-2650
330-677-7405
www.awpsafety.com
'MLR 54
MGt.9 tFt
uEtuuA
X4 XA
WGR 54
Ea4 L
OE TOUR
3r, Y. 24 -
Project:
Comments:
All signs & devices shall be placed in accordance with the latest provisions of the Manual
on Uniform Traffic Control Devices (MUTCD) &/or Colorado Department of Transportation
(CDOT)-M&S Standard Drawings with respect to any applicable provisions from the City
of Johnstown.
Access to residential and commercial driveways to be maintained at all times.
SPEED
LIMIT
WELD COUNTY
DETOUR
MHT# 2
AREA WIDE PROTECTIVE
Legend
KRAEMER
,aEohl.raa..uss. 44“. MHT FINAL WITH SIGNATURES
Date: 12/21/2023
Author: G. Allison
Notes:
-Sign spacing may be adjusted to fit field conditions.
- Buffer space may be eliminated or modified to fit field conditions.
- Road Work Ahead signs shall be placed on all cross streets intersecting
within the advance signing. The signs should be placed a minimum of
100 feet in advance of the intersection.
Sheet 5 of 7
PLANS ARE
NOT TO SCALE
SPEED (MPH) LENGTH (FT)
Urpan (hign $peed)•
Ikrru*ate efpwce► Maximum Device
Lae Vide in Fa! Spacing in Feet
MPH
25O[ lest]
30
36
11 12 13
11 60 120
11 12 13
11 12 13 7. 140
75
160 80
Road Type
2O I 115
155
30 200
40 305
50 425
60 570
NOTES:
Ilia Merin Nei Itali (Li tithe'
Lone Width (W) in Feet
40 2,0 205 320
415 +160 • pa istio
50 500 550 EO0
i)DO 66C 72C
700 lib 640
30 825 9o;
75 600 425 900 11 12
-!l !:DD 880 960 11 12 13
MINIMUM LENGTH
OF LONGITUDINAL
BUFFER SPACE
BUFFER Urban i a)e 00 Feat 100 Feet
35D Feet '50 Feet 350 Fee!
Distance Between Signs
c.ree83v 1005 Fee!
1) TRAFFIC PLAN IS BASED ON Si 6 S STANDARDS
CASE 120, AND MUTCD TA NO. 20 & 28
2) EXACT PLACEMENT OF DEVICES WILL BE DEPENDENT
ON SITE CONDITIONS CHANGES ARE TO BE IMPLEMENTED
WHERE APPLICABLE
3) ALL WORKERS ON FOOT INSIDE OF THE WORK ZONE
SHALL UTILIZE PROPER PPE IN ACCORDANCE WITH OSHA
REGULATIONS
4) WORKERS SHALL NOT CROSS LIVE LANES OF TRAFFIC
ON FOOT WITHOUT THE ASSISTANCE OF FLAGGERS,
USING THE "BUDDY SYSTEM" OR A DESIGNATED CROSSWALK
5) ALL VEHICLES AND EQUIPMENT MOVING INSIDE OF THE
CLOSURE SHALL BE EQUIPPED WITH BACK UP ALARMS OR
UTILIZE A SPOTTER
6) ALL VEHICLES AND CONSTRUCTION EQUIPMENT SHALL PARK
OFF THE ROADWAY ON THE SAME SIDE AS THE CLOSURE
7) PLAN IS FOR UTILITY WORK AND SITE DEVELOPMENT
8) WORK IS ESTIMATED TO TAKE 3 DAYS; WORKING HOURS ARE
DAYLIGHT HOURS, PLAN IS FOR 2417 CLOSURE
9) SIGNS SHALL BE SPACED A MINIMUM OF SOU FT OR AS
SPACE ALLOWS
10) NON -VEHICULAR ACCESS BICYCLISTS ARE TO BE TREATED
AS A VEHICLE, PEDESTRIAN FACILJTIES ARE 10 BE MAINTAINED
WHEN POSSIBLE A VIABLE DETOUR ROUTE WILL BE PUT INTO
PLACE AS REQUIRED
11) PRIVATE ACCESS IS TO BE MAINTAINED AT ALL TIMES WITHIN
PROJECT LIMITS UNLESS OTHERWISE AGREED UPON BY
PROPERTY OWNER
12) EMERGENCY VEHICLES WILL BE GIVEN THE RIGHT OF WA'+
AS SOON AS IT IS SAFE TO DO SO
r.
Safely
A424WP Safety
4 Mount Pleasant Street NW
North Canton. OH 44720
800-343-2650
330-677-7405
www.awpsafety.com
• tail->ll�
eo4G CLOSED
'0
(1 TMIY'KAFFIC
DETOUR
AHEAD
Project:
Comments:
All signs & devices shall be placed in accordance with the latest provisions of the Manual
on Uniform Traffic Control Devices (MUTCD) &/or Colorado Department of Transportation
(CDOT)-M&S Standard Drawings with respect to any applicable provisions from the City
of Johnstown.
Access to residential and commercial driveways to be maintained at all times.
ROAD
CLOSED
AHEAD
Panel 1
WCR 54
CLOSED
Date: 12/21/2023
Author: G. Allison
ROAD
WORK
AHEAD
Day of Message
Panel 2
FOLLOW
POSTED
SPEED
LIMIT
WELD COUNTY
KRAEMER
Notes:
-Sign spacing may be adjusted to fit field conditions.
-Buffer space may be eliminated or modified to fit field conditions.
-Road Work Ahead signs shall be placed on all cross streets intersecting
within the advance signing. The signs should be placed a minimum of
100 feet in advance of the intersection.
Sheet 6 of 7
DETOUR
MHT# 2
AREA WIDE PROTECTIVE
Legend
4 Flagger
Type III Barricade
Work Area
PLANS ARE
NOT TO SCALE
!_SV•-
25 or Iasi
1=;0 105 tee
35 205 225 245
8m Wrpng Taper ling" II) n Feel
Lane Wiatri (W) in Feet
105 115 128
4,) SO 205 3_2
45 450 495 540
_oo ` 0 600
55 550 606 680
uD 600 660 720
50 825 900
75 im 1O5 900
60 800 880 960
MINII1VM LENGTH
OF LONGITUDINAL
BUFFER SPACE
SPEED (MPH)
BUFFER
LENGTH (FT)
20
115
_,i
155
30
200
250
40
305
soli
50
425
5:
495
60
570
645
70
- -
730
820
Ysenum Mums d IInKel
t are Wall) (W, II F eel
11 12 1
11 12 13
11 12 13
11 12 13
Road Type
Lk n (low appear
Ur Dan (n:9r1 ;peed''
Expressway, I r.. -.raw
Maximum Devke
Spacing in Feet
Along Along
Taper Tangent
30 60
4G b0
45 90
Distance Between Signs
350 Feet
1000 Feet
NOTES:
1) TRAFFIC PLAN IS BASED ON M & S STANDARDS
CASE #20, AND MUTCD TA NO. 20 & 28
2) EXACT PLACEMENT OF DEVICES WILL BE DEPENDENT
ON SITE CONDITIONS CHANGES ARE TO BE IMPLEMENTED
WHERE APPLICABLE
3) ALL WORKERS ON FOOT INSIDE OF THE WORK ZONE
SHALL UTILIZE PROPER PPE IN ACCORDANCE WITH OSHA
REGULATIONS
4) WORKERS SHALL NOT CROSS LIVE LANES OF TRAFFIC
ON FOOT WITHOUT THE ASSISTANCE OF FLAGGERS,
USING THE "BUDDY SYSTEM" OR A DESIGNATED CROSSWALK
5) ALL VEHICLES AND EQUIPMENT MOVING INSIDE OF THE
CLOSURE SHALL BE EQUIPPED WITH BACK UP ALARMS OR
UTILIZE A SPOTTER
6) ALL VEHICLES AND CONSTRUCTION EQUIPMENT SHALL PARK
OFF THE ROADWAY ON THE SAME SIDE AS THE CLOSURE
T) PLAN IS FOR UTILITY WORK AND SITE DEVELOPMENT
8) WORK IS ESTIMATED TO TAKE 3 DAYS: WORKING HOURS ARE
DAYLIGHT HOURS. PLAN IS FOR 24/7 CLOSURE
9) SIGNS SHALL BE SPACED A MINIMUM OF 500 FT OR AS
SPACE ALLOWS
10) NON -VEHICULAR ACCESS BICYCLISTS ARE TO BE TREATED
AS A VEHICLE, PEDESTRIAN FACILITIES ARE TO BE MAINTAINED
WHEN POSSIBLE A VIABLE DETOUR ROUTE WILL BE PUT INTO
PLACE AS REQUIRED
11) PRIVATE ACCESS IS TO BE MAINTAINED AT ALL TIMES WITHIN
PROJECT LIMITS UNLESS OTHERWISE AGREED UPON BY
PROPERTY OWNER
12) EMERGENCY VEHICLES WILL BE GNEN THE RIGHT OF WAY
AS SOON AS IT IS SAFE TO DO SO
%/. AWP
Safety
350 t-eet
1500 Feet
350 Feet
2640 Feet
IOA0CL06l0
TO
TONY TIAFFK
AWP Safety
4244 Mount Pleasant Street NW
North Canton. OH 44720
800-343-2650
330-677-7405
www. awpsafety. co m
Ca �.
1' • Image ''5 2023 Airbus
Project:
Comments:
All signs & devices shall be placed in accordance with the latest provisions of the Manual
on Uniform Traffic Control Devices (MUTCD) &/or Colorado Department of Transportation
(CDOT)-M&S Standard Drawings with respect to any applicable provisions from the City
of Johnstown.
Access to residential and commercial driveways to be maintained at all times.
SPEED
LIMIT
DETOUR
MHT# 2
AREA WIDE PROTECTIVE
Legend
Flagger
Type III Barricade
Work Area
WELD COUNTY
KRAEMER
Date: 12/21/2023
Author: G. Allison
Notes:
-Sign spacing may be adjusted to fit field conditions.
-Buffer space may be eliminated or modified to fit field conditions.
-Road Work Ahead signs shall be placed on all cross streets intersecting
within the advance signing. The signs should be placed a minimum of
100 feet in advance of the intersection.
Sheet 7 of 7
PLANS ARE
NOT TO SCALE
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