HomeMy WebLinkAbout20222510.tiffRESOLUTION
RE: REGULATING, WARNING AND GUIDING TRAFFIC DURING TEMPORARY CLOSURE
OF COUNTY ROAD 37 BETWEEN STATE HIGHWAY 52 AND COUNTY ROAD 22 FOR
APPROXIMATELY ONE (1) MONTH, FOR INTERSECTION IMPROVEMENTS AND
PAVING
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, the Board, pursuant to said statute and upon the basis of traffic and personal
investigations, has determined that conditions exist which make it necessary to temporarily close
said County Road to through traffic and to regulate, warn and guide vehicular traffic by posting
signs thereon.
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 37, between State Highway 52 and
County Road 22, be temporarily closed, with said closure being effective September 6, 2022, for
approximately one (1) month for intersection improvements and paving, and further, that standard
official traffic control devices shall be erected at said closure giving notice of the restrictions.
Cc'. So CRS), D iSPo.+ck,, CSI'
q/q/22
2022-2510
EG0024
TEMPORARY CLOSURE — COUNTY ROAD 37
PAGE 2
The above and foregoing Resolution was, on motion duly made and seconded, adopted
by the following vote on the 31st day of August, A.D., 2022.
BOARD OF COUNTY COMMISSIONERS
WELD COUNTY, COLORADO
ATTEST: ditiW) � jClto;&k,
Weld County Glerk to the Board
County A orney
Date of signature: Q' /ff/22
Sb6tt K. James, Chair
Mi - re=man, Pro-Tem
teve Moreno
2022-2510
EG0024
MEMORANDUM
TO: Clerk to the Board DATE: August 26, 2022
FROM: Amy Mutchie, Public Works Department
SUBJECT: BOCC Agenda Item
AB Underground is requesting permission to close CR 37 between SH 52 and CR 22 from 9/6/22
through 10/4/22 for intersection improvements and paving for CDOT project.
See attached closure diagram.
2022-2510
0$, 31 e Gooz1
Speed Min. Merging Taper Length (L) in Feet
Lane Width (W) in Feet
MPH 10 11 12
25 or lees 105 115 125
30 _ 150 165 180
35 205 225 245
40 270 295 320
45 450 495 540
50 500 550 600
55 550 605 660
60 600 660 720
65 700 770 840
70 750 825 900
75 800 825 900
80 800 880 960
MINIMUM LENGTH
OF LONGITUDINAL
BUFFER SPACE
SPEED (MPH) BUFFER
LENGTH (FT)
20 115
25 155
200
250
570
645
730
Writ %mierot DMus Maximum Device
Lane *ea, in Feet Spacing in Feet
Along Along
10 11 12 Taper Tangent
6 6 6 25 50
11 12 13 50 100
11 12 13 55 110
11 12 13 60 120
11 12 13 65 130
NOTES:
1) TRAFFIC PLAN IS BASED ON M 8 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
6) 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 24/7 CLOSURE
9) SIGNS SHALL BE SPACED A MINIMUM OF 100 FT OR AS
SPACE ALLOWS
10) NON -VEHICULAR ACCESS: BICYCUSTS ARE TO BE TREATED
AS A VEHICLE, PEDESTRIAN FACIUTIES 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 LIAMTS 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
Speed
MPH
25 or le
30
35
40
45
50
55
60
65
70
75
80
Road Type
Urban (low speed)'
Urban thigh speed)'
Expressway Freeway
Distance Between Signs
350 Feet
1000 Feet
100 Feet
100 Feet
350 Feet 350 Feet
1500 Feet
2640 Feet
DRIVEWAY ACCESS OPEN
ROAD
CLOSED
ENV
CE TO tit(
V au i yo;eye
k UAU
CLOS EL:
ROAC =•
CLOSED
RCA
0-3SED
A"-EAJ
MHT 3
ROAD CLOSURE
SUMMARY OF DEVICES
2- ROAD CLOSED AHEAD W20-3 48" X 48"
2 - DETOUR AHEAD W20-2 48" X 48"
3 -DETOUR RIGHT M4.$ (R) 30" X 24"
3 - DETOUR LEFT M4-9 (L) 30' X 24"
1 - DETOUR LEFT M4-10 48" X 18"
2 -DETOUR RIGHT M4-10 48" X 18"
1- END DETOUR M4.8A 30" X 24"
4 - ROAD CLOSED R11-2 60" X 4e"
1 - ROAD CLOSED TO THRU TRAFFIC R11.60" X30"
- NO RIGHT TURN R3-1 30" X 30"
1 • NO LEFT TURN R3-2 30" X 30"
2 -AUTHORIZED VEHICLES ONLY 36" X 48"
7 - TYPE III M -A BARRICADE
REVISED 8/22/2022
COOT
C ON TRAC TOP
TCS.
AWP
AREA WIDE PROTECTIVE
N
Area Wide Protective
Prepared by:
Jacob Paalharingham
CAD Technician
NOT AN ENGINERR
Project Manager
ar/C011 BOUM
pr.er Lie Na• inkier.
bryeerl4abu dergroundscom
OWNER
CDOT
PROJECT NAME
AB Underground -
US S2 & Co Rd 37 -Greeley, CO
PRIME CONTRACTOR
il
'PHONE SHEET NUMBER
AB Underground
BrycenSwan MHT#3
LU 3-7104808
PROJECT NUMBER
AWP 25917
NHPP 0253453 124125)
NHPP 0253474 123015)
TRAFFIC CONTROL CONTRACTOR
AWP
PAGE NUMBER DATE
1 OF 4 8/18/2022
Speed
MPH
25 orlon
30
35
40
45
50
55
60
Min Merging Taper Length (1) in Feet Minoan Number of Devxsf
Lane Width (W) in Feet Lane Men ti';,inreef
10 11 12
105 115 125
150 165 180
205 225 245
270 295 320
450 495 540
500 550 600
550 605 660
600 660 720
700 770
750 825
800 825
800 880
MINIMUM LENGTH
OF LONGITUDINAL
BUFFER SPACE
SPEED (MPH)
NOTES:
840
900
900
960
BUFFER
LENGTH (FT)
360
425
495
570
645
Maximum Device
Spacing in Feet
Along Along
Ta er Tan ent
10 11 12 p 9
6 8 6
7 7 30 60
7 8 8 35 70
8 8 9 40 80
11 12 13 45 90
11 12 13 SO 100
11 12 13 55 110
12 13
12 13
12 13
12 13
1) TRAFFIC PLAN IS BASED ON M 8 S STANDARDS
CASE M20, AND MUTCD TA NO. 20 8 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 LNE LANES OF TRAFFIC
ON FOOT WITHOUT THE ASSISTANCE OF FLAGGERS,
USING THE "BUDDY SYSTEM' OR A DESIGNATED CROSSWALK
6) 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 24/7 CLOSURE
9) SIGNS SHALL BE SPACED A MINIMUM OF 100 FT OR AS
SPACE ALLOWS
10) NON -VEHICULAR ACCESS: BICYCUSTS 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
130
140
150
160
Speed
25 orb
30
35
40
Road Type
Urban (low speed)'
Expressway r Freeway
100
Distance Between Signs
A B C
Feet 100 Feet 100 Feet
350 Feet 350 Feet 350 Feet
f 500 Feet
1000 Feet
500 Feet 500 Feet
1500 Feet
2640 Feet
NUM CIVIC
10
I,qU 141r�
Match Line A
Match Line A
REVISED 8/22/2022
MHT 3
ROAD CLOSURE
SUMMARY OF DEVICES
2 - ROAD CLOSED AHEAD W20-3 48" X 48"
2 - DETOUR AHEAD W204 48" X 48"
3 - DETOUR RIGHT M4401) 30" X24"
3 - DETOUR LEFT 1140 (L) 30" X 24"
1 - DETOUR LEFT M4-10 48" X 18"
2- DETOUR RIGHT M4-10 48" X18"
2 - END DETOUR 14441A 30" X 24"
4 - ROAD CLOSED R11-2 60" X48"
1 - ROAD CLOSED TO THRU TRAFFIC R11-4 60" X 30"
1 - NO RIGHT TURN R3.1 30" X 30"
1 -NO LEFT TURN R3-2 30" X 30"
2 -AUTHORIZED VEHICLES ONLY 36" X 48"
7 - TYPE IN M -A BARRICADE
COOT
CONTRACTOR
TCe
AW-
OWNER
AREA WOE PROTECTIVE
Area Wide Protective
Prepared by.
Jacob Futhe gingham
CAD Technician
NOT AN ENGINEER
Artifact Manager
Dryc.n Down
C.wi ono n)✓iwart
brycent abwdergroutd.com
CDOT
PROJECT NAME
AB Underground -
US 52: Co Rd 37 - G'eehy,CO
PRIME CONTRACTOR
AB Underground
PHONE SHEET NUMBER
Srycen Swim
303-710-2809 MHT # 3
PROJECT NUMBER
AWP X 20997
NHPP 0253-283 (21128)
NHPP 0263471(23018)
TRAFFIC CONTROL CONTRACTOR
AWP
PAGE NURSER DATE
2 OF 4 8/18/2022
Mn. Merging Tar Length (1) in Feet Scum Number 0Deexa Maximum Device
Speed Lane Width (W) in Feet LaneWdh n'; in Feet Spacing in Feet Speed
MPH 10 11 12
25 °den 105 115 125
30 150 165 180
35 205 225 245
40 270 295 320
45 450 495 540
50 500 550 600 11
55 550 605 660 11
60 600 660 720 11
65 700 770 840 11
70 750 825 900 11 12 13 70
75 800 825 900 11 12 13 75
80 800 880 960 11 12 13
10 11 12
6 6 6 25 50 25 or
Along Along
Taper Tangent
MPH
12 13 50 100 50
12 13 55 110 55
12 13 60 120 60 _
12 13 65 130 65
MINIMUM LENGTH
OF LONGITUDINAL
BUFFER SPACE
SPEED (MPH)
BUFFER
LENGTH (FT)
20
115
25
155
30
200
35
250
305
40 1
45
360
50
425
55
495
60
570
65
645
70
730
75
820
NOTES:
1) TRAFFIC PLAN IS BASED ON M 8 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 24/7 CLOSURE
9) SIGNS SHALL BE SPACED A MINIMUM OF 100 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 6E GIVEN THE RIGHT OF WAY
AS SOON AS IT IS SAFE TO DO SO
140 70
150 75
Road Type
Urban (low speed)'
Urban (high speedy
Rural
Expressway Freeway
Distance Between Signs
A B C
100 Feet
350 Feet
500 Feet
1000 Feet
100 Feet
350 Feet
500 Feet
1500 Feet
100 Feet
350 Feet
2640 Feet
•?Match Line C ittasassassaisMatch,
REVISED 8/22/2022
MHT 3
ROAD CLOSURE
SUMMARY OF DEVICES
2 - ROAD CLOSED AHEAD W2U-3 48" X 48"
2 - DETOUR AHEAD W20-2 48'- X 48"
3 - DETOUR RIGHT M4-9 (R) 30" X 24"
3 - DETOUR LEFT M4-9 IL) 30" X 24"
- DETOUR LEFT M4-10 48" X15"
2 - DETOUR RIGHT M4-10 48" X 18"
2 - END DETOUR M4 -8A 30" X 24"
4 -ROAD CLOSED R11-2 60" X 48"
t - ROAD CLOSED TO THRU TRAFFIC R114 60" X 30"
1 - NO RIGHT TURN R3-1 30" X 30"
1 - NO LEFT TURN R3-2 30" X 30"
2 - AUTHORIZED VEHICLES ONLY 36" X 48"
7 - TYPE III M -A BARRICADE
CONTRACTOR:
TCS.
AWP
OWNER
I.
Area Wide Protective
Prefaced by:
Jacob faatheringham
CAD Technkrn
NOT AN ENOiNEER
Project Manager
Silicon Burn
tAncr Line no-7IP1nt
bryeeneabt dergrorrdcom
CDOT
PROJECT NAME
AB Underground -
US 52 d Co Rd 37 -Greeley, CO
PRIME CONTRACTOR
PROJECTNUMBER
AWP 0 20997
NHPP 0253-283 124128)
NHPP 0253-274 (23018)
TRAFFIC CONTROL CONTRACTOR
AB Underground AWP
PHONE SHEET NUMBER
erycen Buum MHT # 3
303-710.2808
PAGE NUMBER DATE
3 OF 4 8/18/2022
Speed
Min. Merging Taper sngth IL; n Feet
Lane Width (W) in Feet
MPH 10
25 Of lees
30 150
35 205
40 270
45 450
50 500
55 550
60
85
70
75
80
/hint IRn Number of I)IYKn
.art Math R\ !n Feel
11 12 10 11 12
105 115 125
165 180 6
225 245 7
295 320 8
495 540 11
550 600 11
605 660 11
660 720
Maximum Device
Spacing in Feet
Along Along
Taper Tangent
25 50
8 8 35
8 9 40 80
12 13 45 90
12 13 50 100 50
12 13 55 110 55
11 12 13 60 120 60
11 12 13 85 130 65
Speed
750 825 900 11 12 13 70 140
800 825 900 11 12 13 75 150
800 880 960 11 12 13 80 160
MINIMUM LENGTH
OF LONGITUDINAL
BUFFER SPACE
SPEED (MPH)
35
40
45
50
55
80
65
70
75
BUFFER
LENGTH (FT)
115
155
200
250
305
360
425
495
570
645
730
820
NOTES:
1) TRAFFIC PLAN IS BASED ON M 8 S STANDARDS
CASE #20, AND MUTCD TA NO. 20 8, 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 24/7 CLOSURE
9) SIGNS SHALL BE SPACED A MINIMUM OF 100 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
Road lype
r Urban (low speedy
Urban (high speed:
Distance Between Signs
A B C
100 Feet
350 Feet
100 Feet
350 Feet
1500 Feet
REVISED 8/22/2022
Feet
350 -
500 Feet
2640 Feet
auil L(a1EW
o1 N
Googlc
auil 4aleW
.....t.re.. ....-... .�_..... son*r ......RA.,........
140
COOT
CON TR AC TOP
TC5
AWP
OWNER
•
MHT 3
ROAD CLOSURE
SUMMARY OF DEVICES
2 - ROAD CLOSED AHEAD W20-3 4W X 48
2 - DETOUR AHEAD W20-2 48" X 48"
3 - DETOUR RIGHT M4.9IR) 3U" X 24'
3 - DETOUR LEFT 1.14-9 IL) 30" X 24"
1 -DETOUR LEFT M4 -1U 48" X 18"
2 - DETOUR RIGHT P44-10 48" X 18"
2 - END DETOUR M4 -11A 30" X 24"
4 - ROAD CLOSED R11-2 60" X 48"
- ROAD CLOSED TO THRU TRAFFIC R114 60" X 30"
1 - NO RIGHT TURN R3-1 30" X 30"
1 - NO LEFT TURN R3-2 30" X 30"
2 -AUTHORIZED VEHICLES ONLY 36" X 48
7 - TYPE III M -A BARRICADE
AREA VIDE PROTECTIVE
N
Area Wide Protective
Prapaord by:
Jacob F.ulh.rmyn.m
CAO T.chnkUi
NOT AN ENGINEER
Pruitt! Meney.r
en/ C• •uum
Dn.('tins 16.14,o.11Y1
brycene aurdergroundcom
CDOT
PROJECT NAME
AB Underground -
US 52 4. Co Rd 37 -Greeley. CO
PRIME CONTRACTOR
PROJECT NUMBER
AWP 0 20907
NNPP 0253-203 (24128)
NNPP 0253474 (23015)
TRAFFIC CONTROL CONTRACTOR
AB Underground AWP
PHONE SHEET NUMBER PARE NUMBER DATE
Brycen Boum MHT # 3
303-710-2809
4 OF 4 8/18/2022
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