Milliken Center Drive Bid Set.pdf
PDF 37 MB Posted
- Attached to
- Center Drive Improvements State and local contract opportunity
- Solicitation number
- 05-2025
- Issued by
- Weld County, Colorado
About this file
The document is a comprehensive bid plan set for the East Center Drive Reconstruction project for the Town of Milliken, Colorado. The project involves reconstructing Center Drive from the intersection of WCR 2334 east to the dead end, spanning approximately 2,750 linear feet. The bid set includes multiple detailed engineering and construction plans such as demolition plans, survey plans, road plans, cross-sections, grading details, erosion control plans, signage and striping plans, and various technical infrastructure details.
The project scope includes removing 10,425 square yards of existing asphalt, installing 9,836 square yards of Class 6 road base, placing 3,174 tons of hot mix asphalt, constructing 5,784 square yards of concrete sidewalks, installing 4,759 linear feet of vertical curb and gutter, implementing 1,298 linear feet of reinforced concrete pipe (RCP), adding 10 type R inlets, and performing 5,803 cubic yards of unclassified excavation. The engineering work is being conducted by Tait Associates, an engineering and environmental consulting firm with multiple regional offices, and the plans are marked "For Review Only - Not For Construction" with a current revision date of November 11, 2024 and a project job number of ML1005.
View the file
Other files for this state and local contract opportunity
| File | Type | Posted |
|---|---|---|
| Center Drive Bid Tab.xlsx | XLSX spreadsheet | |
| Center Drive Improvement Contract Documents.pdf |
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Text version
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BENCHMARK:
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21+00
21+50
22+00
22+50
23+00
23+50
24+00
24+50
25+00
25+50
26+00
26+50
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BENCHMARK:
C R
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27+00
27+50
28+00
28+50
29+00
29+50
30+00
30+50
31+00
31+50
32+00
C H
EC
KE
D : B
C D
AW
N
R
EV
IS
IO
N
D
N
O
D
AT
E:
4/
/2
M L1
Know what's below Call before you dig.
R
N or th L in co ln A ve nu e Lo ve la nd , C
O p:
.6
.1 w w w .ta it.
co m
Sa nt a A na Sa n Lu is O bi sb o Sa cr am en to
Ri ve rs id e D en ve r Bo ise D al la s Si nc e
EN
G
IN
EE
RO
NM
EN
TA
L
B
UI
LD
AS
SO
C
IA
TE
S
FOR REVIEW ONLY
NOT F
OR
CONSTRUCTION
FO
R
RE
VI
EW
O
NL
Y
- N
OT
F
OR
C
ON
ST
RU
CT
IO
N
EA
ST
C
EN
TE
R
DR
IV
E
RE
CO
NS
TR
UC
TI
ON
TO
W
N
OF
M
IL
LI
KE
N
FR
OM
T
HE
IN
TE
RS
EC
TI
ON
O
F W
CR
3 4 E
AS
T
TO
T
HE
D
EA
D
EN
D
OF
C
EN
TE
R
DR
IV
E
BASIS OF BEARINGS:
BENCHMARK:
C R
O
SS
S
EC
TI
O
N S
- 2 7+
T
O
2+
D L
/1
5/
C H
EC
KE
D : B
C D
AW
N
R
EV
IS
IO
N
D
N
O
D
AT
E:
4/
/2
M L1
Know what's below Call before you dig.
R
N or th L in co ln A ve nu e Lo ve la nd , C
O p:
.6
.1 w w w .ta it.
co m
Sa nt a A na Sa n Lu is O bi sb o Sa cr am en to
Ri ve rs id e D en ve r Bo ise D al la s Si nc e
EN
G
IN
EE
RO
NM
EN
TA
L
B
UI
LD
AS
SO
C
IA
TE
S
FOR REVIEW ONLY
NOT F
OR
CONSTRUCTION
FO
R
RE
VI
EW
O
NL
Y
- N
OT
F
OR
C
ON
ST
RU
CT
IO
N
EA
ST
C
EN
TE
R
DR
IV
E
RE
CO
NS
TR
UC
TI
ON
TO
W
N
OF
M
IL
LI
KE
N
FR
OM
T
HE
IN
TE
RS
EC
TI
ON
O
F W
CR
3 4 E
AS
T
TO
T
HE
D
EA
D
EN
D
OF
C
EN
TE
R
DR
IV
E
BASIS OF BEARINGS:
BENCHMARK:
N O
R
TH
D R
IV
EW
AY
G
R
AD
IN
G
D
ET
AI
LS
N R
/1
1/
C H
EC
KE
D : B
C D
AW
N
R
EV
IS
IO
N
D
N
O
D
AT
E:
4/
/2
M L1
Know what's below Call before you dig.
R
N or th L in co ln A ve nu e Lo ve la nd , C
O p:
.6
.1 w w w .ta it.
co m
Sa nt a A na Sa n Lu is O bi sb o Sa cr am en to
Ri ve rs id e D en ve r Bo ise D al la s Si nc e
EN
G
IN
EE
RO
NM
EN
TA
L
B
UI
LD
AS
SO
C
IA
TE
S
FOR REVIEW ONLY
NOT F
OR
CONSTRUCTION
FO
R
RE
VI
EW
O
NL
Y
- N
OT
F
OR
C
ON
ST
RU
CT
IO
N
EA
ST
C
EN
TE
R
DR
IV
E
RE
CO
NS
TR
UC
TI
ON
TO
W
N
OF
M
IL
LI
KE
N
FR
OM
T
HE
IN
TE
RS
EC
TI
ON
O
F W
CR
3 4 E
AS
T
TO
T
HE
D
EA
D
EN
D
OF
C
EN
TE
R
DR
IV
E
BASIS OF BEARINGS:
BENCHMARK:
SO
U
TH
D
R
IV
EW
AY
G R
AD
IN
G D
ET
AI
LS
N R
/1
1/
C H
EC
KE
D : B
C D
AW
N
R
EV
IS
IO
N
D
N
O
D
AT
E:
4/
/2
M L1
Know what's below Call before you dig.
R
N or th L in co ln A ve nu e Lo ve la nd , C
O p:
.6
.1 w w w .ta it.
co m
Sa nt a A na Sa n Lu is O bi sb o Sa cr am en to
Ri ve rs id e D en ve r Bo ise D al la s Si nc e
EN
G
IN
EE
RO
NM
EN
TA
L
B
UI
LD
AS
SO
C
IA
TE
S
FOR REVIEW ONLY
NOT F
OR
CONSTRUCTION
FO
R
RE
VI
EW
O
NL
Y
- N
OT
F
OR
C
ON
ST
RU
CT
IO
N
EA
ST
C
EN
TE
R
DR
IV
E
RE
CO
NS
TR
UC
TI
ON
TO
W
N
OF
M
IL
LI
KE
N
FR
OM
T
HE
IN
TE
RS
EC
TI
ON
O
F W
CR
3 4 E
AS
T
TO
T
HE
D
EA
D
EN
D
OF
C
EN
TE
R
DR
IV
E
BASIS OF BEARINGS:
BENCHMARK:
SO
U
TH
D
R
IV
EW
AY
G R
AD
IN
G D
ET
AI
LS
N R
/1
1/
C U
L- D
E-
SA
C A
N D
E N
TR
AN
C
ES
G R
AD
IN
G D
ET
AI
LS
KA
/1 8/
BC
/0 9/
C H
EC
KE
D
: BC
D
AW
N
R
EV
IS
IO
N
D
N
O
D
AT
E:
/1 0/
M L1
Know what's below Call before you dig.
R
N or th L in co ln A ve nu e Lo ve la nd , C
O p:
.6
.1 w w w .ta it.
co m
Sa nt a A na Sa n Lu is O bi sb oSa cr am en to Ri ve rs id e
D en ve r
Bo ise
D al la s
Si nc e
EN
G
IN
EE
RO
NM
EN
TA
L
B
UI
LD
AS
SO
C
IA
TE
S
FOR REVIEW ONLY
NOT F
OR
CONSTRUCTION
FO
R
RE
VI
EW
O
NL
Y
- N
OT
F
OR
C
ON
ST
RU
CT
IO
N
EA
ST
C
EN
TE
R
DR
IV
E
RE
CO
NS
TR
UC
TI
ON
TO
W
N
OF
M
IL
LI
KE
N
FR
OM
T
HE
IN
TE
RS
EC
TI
ON
O
F W
CR
3 4 E
AS
T
TO
T
HE
D
EA
D
EN
D
OF
C
EN
TE
R
DR
IV
E
BASIS OF BEARINGS:
BENCHMARK:
C H
EC
KE
D : B
C D
AW
N
R
EV
IS
IO
N
D
N
O
D
AT
E:
4/
/2
M L1
Know what's below Call before you dig.
R
N or th L in co ln A ve nu e Lo ve la nd , C
O p:
.6
.1 w w w .ta it.
co m
Sa nt a A na Sa n Lu is O bi sb o Sa cr am en to
Ri ve rs id e D en ve r Bo ise D al la s Si nc e
EN
G
IN
EE
RO
NM
EN
TA
L
B
UI
LD
AS
SO
C
IA
TE
S
FOR REVIEW ONLY
NOT F
OR
CONSTRUCTION
FO
R
RE
VI
EW
O
NL
Y
- N
OT
F
OR
C
ON
ST
RU
CT
IO
N
EA
ST
C
EN
TE
R
DR
IV
E
RE
CO
NS
TR
UC
TI
ON
TO
W
N
OF
M
IL
LI
KE
N
FR
OM
T
HE
IN
TE
RS
EC
TI
ON
O
F W
CR
3 4 E
AS
T
TO
T
HE
D
EA
D
EN
D
OF
C
EN
TE
R
DR
IV
E
BASIS OF BEARINGS:
BENCHMARK:
SI
D
EW
AL
K O
VE
R
B O
X C
U
LV
ER
T
G R
AD
IN
G D
ET
AI
LS
N R
/1
1/
EC
KE
D : B
C D
AW
N
R
EV
IS
IO
N
D
N
O
D
AT
E:
4/
/2
M L1
Know what's below Call before you dig.
R
N or th L in co ln A ve nu e Lo ve la nd , C
O p:
.6
.1 w w w .ta it.
co m
Sa nt a A na Sa n Lu is O bi sb o Sa cr am en to
Ri ve rs id e D en ve r Bo ise D al la s Si nc e
EN
G
IN
EE
RO
NM
EN
TA
L
B
UI
LD
AS
SO
C
IA
TE
S
FOR REVIEW ONLY
NOT F
OR
CONSTRUCTION
FO
R
RE
VI
EW
O
NL
Y
- N
OT
F
OR
C
ON
ST
RU
CT
IO
N
EA
ST
C
EN
TE
R
DR
IV
E
RE
CO
NS
TR
UC
TI
ON
TO
W
N
OF
M
IL
LI
KE
N
FR
OM
T
HE
IN
TE
RS
EC
TI
ON
O
F W
CR
3 4 E
AS
T
TO
T
HE
D
EA
D
EN
D
OF
C
EN
TE
R
DR
IV
E
BASIS OF BEARINGS:
BENCHMARK:
N
ST
O
R M
P &P
ST
O R
M D
R
AI
N A
N R
/1
1/
EC
KE
D : B
C D
AW
N
R
EV
IS
IO
N
D
N
O
D
AT
E:
4/
/2
M L1
Know what's below Call before you dig.
R
N or th L in co ln A ve nu e Lo ve la nd , C
O p:
.6
.1 w w w .ta it.
co m
Sa nt a A na Sa n Lu is O bi sb o Sa cr am en to
Ri ve rs id e D en ve r Bo ise D al la s Si nc e
EN
G
IN
EE
RO
NM
EN
TA
L
B
UI
LD
AS
SO
C
IA
TE
S
FOR REVIEW ONLY
NOT F
OR
CONSTRUCTION
FO
R
RE
VI
EW
O
NL
Y
- N
OT
F
OR
C
ON
ST
RU
CT
IO
N
EA
ST
C
EN
TE
R
DR
IV
E
RE
CO
NS
TR
UC
TI
ON
TO
W
N
OF
M
IL
LI
KE
N
FR
OM
T
HE
IN
TE
RS
EC
TI
ON
O
F W
CR
3 4 E
AS
T
TO
T
HE
D
EA
D
EN
D
OF
C
EN
TE
R
DR
IV
E
BASIS OF BEARINGS:
BENCHMARK:
ST
O
R M
D R
AI
N
C , B
A N
D A
L
AT
ER
AL
S P&
P
N R
/1
1/
N
N
N
NN
ER
O
SI
O
N C
O N
TR
O
L
PL
AN
W
ES
T
N R
/1
1/
N
C H
EC
KE
D : B
C D
AW
N
R
EV
IS
IO
N
D
N
O
D
AT
E:
4/
/2
M L1
Know what's below Call before you dig.
R
N or th L in co ln A ve nu e Lo ve la nd , C
O p:
.6
.1 w w w .ta it.
co m
Sa nt a A na Sa n Lu is O bi sb o Sa cr am en to
Ri ve rs id e D en ve r Bo ise D al la s Si nc e
EN
G
IN
EE
RO
NM
EN
TA
L
B
UI
LD
AS
SO
C
IA
TE
S
FOR REVIEW ONLY
NOT F
OR
CONSTRUCTION
FO
R
RE
VI
EW
O
NL
Y
- N
OT
F
OR
C
ON
ST
RU
CT
IO
N
EA
ST
C
EN
TE
R
DR
IV
E
RE
CO
NS
TR
UC
TI
ON
TO
W
N
OF
M
IL
LI
KE
N
FR
OM
T
HE
IN
TE
RS
EC
TI
ON
O
F W
CR
3 4 E
AS
T
TO
T
HE
D
EA
D
EN
D
OF
C
EN
TE
R
DR
IV
E
BASIS OF BEARINGS:
ER
O
SI
O
N C
O N
TR
O
L
PL
AN
EA
ST
N R
/1
1/
C
H
EC
KE
D
: B C
D
AW
N
R
EV
IS
IO
N
D
N
O
D
AT
E:
4/
/2
M L1
Know what's below Call before you dig.
R
N or th L in co ln A ve nu e Lo ve la nd , C
O p:
.6
.1 w w w .ta it.
co m
Sa nt a A na Sa n Lu is O bi sb o Sa cr am en to
Ri ve rs id e D en ve r Bo ise D al la s Si nc e
EN
G
IN
EE
RO
NM
EN
TA
L
B
UI
LD
AS
SO
C
IA
TE
S
FOR REVIEW ONLY
NOT F
OR
CONSTRUCTION
FO
R
RE
VI
EW
O
NL
Y
- N
OT
F
OR
C
ON
ST
RU
CT
IO
N
EA
ST
C
EN
TE
R
DR
IV
E
RE
CO
NS
TR
UC
TI
ON
TO
W
N
OF
M
IL
LI
KE
N
FR
OM
T
HE
IN
TE
RS
EC
TI
ON
O
F W
CR
3 4 E
AS
T
TO
T
HE
D
EA
D
EN
D
OF
C
EN
TE
R
DR
IV
E
BASIS OF BEARINGS:
STREET
STOP
STREET
SI
G
N
AG
E
AN
D S
TR
IP
IN
G
P
LA
N
W
ES
T
KA
/2 0/
BC
/1 0/
C H
EC
KE
D : B
C D
AW
N
R
EV
IS
IO
N
D
N
O
D
AT
E:
4/
/2
M L1
Know what's below Call before you dig.
R
N or th L in co ln A ve nu e Lo ve la nd , C
O p:
.6
.1 w w w .ta it.
co m
Sa nt a A na Sa n Lu is O bi sb o Sa cr am en to
Ri ve rs id e D en ve r Bo ise D al la s Si nc e
EN
G
IN
EE
RO
NM
EN
TA
L
B
UI
LD
AS
SO
C
IA
TE
S
FOR REVIEW ONLY
NOT F
OR
CONSTRUCTION
FO
R
RE
VI
EW
O
NL
Y
- N
OT
F
OR
C
ON
ST
RU
CT
IO
N
EA
ST
C
EN
TE
R
DR
IV
E
RE
CO
NS
TR
UC
TI
ON
TO
W
N
OF
M
IL
LI
KE
N
FR
OM
T
HE
IN
TE
RS
EC
TI
ON
O
F W
CR
3 4 E
AS
T
TO
T
HE
D
EA
D
EN
D
OF
C
EN
TE
R
DR
IV
E
BASIS OF BEARINGS:
SI
N
AG
E
AN
D S
TR
IP
IN
G
P
LA
N
EA
ST
KA
/2 0/
BC
/1 0/
C H
EC
KE
D : B
C D
AW
N
R
EV
IS
IO
N
D
N
O
D
AT
E:
4/
/2
M L1
Know what's below Call before you dig.
R
N or th L in co ln A ve nu e Lo ve la nd , C
O p:
.6
.1 w w w .ta it.
co m
Sa nt a A na Sa n Lu is O bi sb o Sa cr am en to
Ri ve rs id e D en ve r Bo ise D al la s Si nc e
EN
G
IN
EE
RO
NM
EN
TA
L
B
UI
LD
AS
SO
C
IA
TE
S
FOR REVIEW ONLY
NOT F
OR
CONSTRUCTION
FO
R
RE
VI
EW
O
NL
Y
- N
OT
F
OR
C
ON
ST
RU
CT
IO
N
EA
ST
C
EN
TE
R
DR
IV
E
RE
CO
NS
TR
UC
TI
ON
TO
W
N
OF
M
IL
LI
KE
N
FR
OM
T
HE
IN
TE
RS
EC
TI
ON
O
F W
CR
3 4 E
AS
T
TO
T
HE
D
EA
D
EN
D
OF
C
EN
TE
R
DR
IV
E
BASIS OF BEARINGS:
ST
EE
T
D
ET
AI
LS
N R
/1
1/
C
H
EC
KE
D
: B C
D
AW
N
R
EV
IS
IO
N
D
N
O
D
AT
E:
4/
/2
M L1
Know what's below Call before you dig.
R
N or th L in co ln A ve nu e Lo ve la nd , C
O p:
.6
.1 w w w .ta it.
co m
Sa nt a A na Sa n Lu is O bi sb o Sa cr am en to
Ri ve rs id e D en ve r Bo ise D al la s Si nc e
EN
G
IN
EE
RO
NM
EN
TA
L
B
UI
LD
AS
SO
C
IA
TE
S
FOR REVIEW ONLY
NOT F
OR
CONSTRUCTION
FO
R
RE
VI
EW
O
NL
Y
- N
OT
F
OR
C
ON
ST
RU
CT
IO
N
EA
ST
C
EN
TE
R
DR
IV
E
RE
CO
NS
TR
UC
TI
ON
TO
W
N
OF
M
IL
LI
KE
N
FR
OM
T
HE
IN
TE
RS
EC
TI
ON
O
F W
CR
3 4 E
AS
T
TO
T
HE
D
EA
D
EN
D
OF
C
EN
TE
R
DR
IV
E
ST
EE
T
D
ET
AI
LS
N R
/1
1/
C
H
EC
KE
D
: B C
D
AW
N
R
EV
IS
IO
N
D
N
O
D
AT
E:
4/
/2
M L1
Know what's below Call before you dig.
R
N or th L in co ln A ve nu e Lo ve la nd , C
O p:
.6
.1 w w w .ta it.
co m
Sa nt a A na Sa n Lu is O bi sb o Sa cr am en to
Ri ve rs id e D en ve r Bo ise D al la s Si nc e
EN
G
IN
EE
RO
NM
EN
TA
L
B
UI
LD
AS
SO
C
IA
TE
S
FOR REVIEW ONLY
NOT F
OR
CONSTRUCTION
FO
R
RE
VI
EW
O
NL
Y
- N
OT
F
OR
C
ON
ST
RU
CT
IO
N
EA
ST
C
EN
TE
R
DR
IV
E
RE
CO
NS
TR
UC
TI
ON
TO
W
N
OF
M
IL
LI
KE
N
FR
OM
T
HE
IN
TE
RS
EC
TI
ON
O
F W
CR
3 4 E
AS
T
TO
T
HE
D
EA
D
EN
D
OF
C
EN
TE
R
DR
IV
E
EC
KE
D : B
C D
AW
N
R
EV
IS
IO
N
D
N
O
D
AT
E:
4/
/2
M L1
Know what's below Call before you dig.
R
N or th L in co ln A ve nu e Lo ve la nd , C
O p:
.6
.1 w w w .ta it.
co m
Sa nt a A na Sa n Lu is O bi sb o Sa cr am en to
Ri ve rs id e D en ve r Bo ise D al la s Si nc e
EN
G
IN
EE
RO
NM
EN
TA
L
B
UI
LD
AS
SO
C
IA
TE
S
FOR REVIEW ONLY
NOT F
OR
CONSTRUCTION
FO
R
RE
VI
EW
O
NL
Y
- N
OT
F
OR
C
ON
ST
RU
CT
IO
N
EA
ST
C
EN
TE
R
DR
IV
E
RE
CO
NS
TR
UC
TI
ON
TO
W
N
OF
M
IL
LI
KE
N
FR
OM
T
HE
IN
TE
RS
EC
TI
ON
O
F W
CR
3 4 E
AS
T
TO
T
HE
D
EA
D
EN
D
OF
C
EN
TE
R
DR
IV
E
N.T.S.
RIPRAP DETAIL
N.T.S.
SEE PLANS
KEYED COBBLE MULCH
85% 6-12"
15% CRUSHER FINES
SLOPE PER PLANS.
KEY WITH CRUSHER
FINES SO THAT NO
FABRIC IS VISIBLE.
SLOPE SUBGRADE
GLUE FABRIC TO EDGE CONDITION
W/ MANUFACTURER'S RECOMMENDED
ADHESIVE, LEAVING APPROPRIATE
SLACK FOR INSTALLATION OF COBBLE.
6-12" MIN. ROUNDED COBBLE
MULCH. ROCKS WITHIN 12" OF MOW
BAND, PAVEMENT, OR WALL TO BE
FLUSH WITH ADJACENT CONDITION.
COBBLE TO BE HAND SET AND NOT
DUMPED INTO AREA.
KEYED COBBLE MULCH
Scale: NOT TO SCALE
CURB AND GUTTER
PER PLANS
HANDRAIL DETAIL
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N.T.S.
ASPHALT PAVEMENT DETAIL
N.T.S.
CONCRETE PAVEMENT DETAIL
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| Sheets and Views |
| 1 COVER SHEET |
| 2 DEMOLITION PLAN - 10+00 TO 22+75 |
| 3 DEMOLITION PLAN - 22+75 TO 33+34 |
| 4 SUE PLAN - 10+00 TO 22+75 |
| 5 SUE PLAN - 22+75 TO 33+34 |
| 6 ROAD PLAN - 10+00 TO 22+75 |
| 7 ROAD PLAN - 22+75 TO 33+34 |
| 8 ROAD P&P - 10+00 to 16+25 |
| 9 ROAD P&P - 16+25 TO 22+50 |
| 10 ROAD P&P - 22+50 to 28+50 |
| 11 ROAD P&P - 28+50 to 33+34 |
| 12 CROSS SECTIONS - 10+50 to 15+50 |
| 13 CROSS SECTIONS - 16+00 to 20+50 |
| 14 CROSS SECTIONS - 21+00 to 26+50 |
| 15 CROSS SECTIONS - 27+00 to 32+00 |
| 16 NORTH DRIVEWAY GRADING DETAILS |
| 17 SOUTH DRIVEWAY GRADING DETAILS |
| 18 SOUTH DRIVEWAY GRADING DETAILS |
| 19 CUL-DE-SAC AND ENTRANCES GRADING DETAILS |
| 20 SIDEWALK OVER BOX CULVERT GRADING DETAILS |
| 21 STORM P&P - STORM DRAIN A |
| 22 STORM DRAIN C, B AND A LATERALS P&P |
| 23 EROSION CONTROL PLAN - WEST |
| 24 EROSION CONTROL PLAN - EAST |
| 25 SIGNAGE AND STRIPING PLAN - WEST |
| 26 SIGNAGE AND STRIPING PLAN - EAST |
| 27 STREET DETAILS 1 |
| 28 STREET DETAILS 2 |
| 29 STREET DETAILS 3 |
| 30 WATER DETAILS |
| 31 STORM DETAILS 1 |
| 32 STORM DETAILS 2 |
File details come from the government source that posted it. Updated .