HomeMy WebLinkAboutCORRESPONDENCE - BID - 7658 MISCELLANEOUS CONCRETE ANNUAL (18)5/30/2018
Estimate
Date
4/24/2018
Estimate #
562
Name / Address
Caleb Feaver
BANNER CONCRETE LLC
bannerconcrete@gmail.com
1313 Duff Drive Unit 3
Fort Collins, CO 80524
Project
Customer Signature
Total
Description Qty Cost Total
Vine/Shields Wall Repair
Remove and dispose of concrete wall includes sawcutting 1 1,300.00 1,300.00
Non reinforced concrete wall--8" per sq face ft 45 16.90 760.50
Reinforcing steel per pound 40 2.25 90.00
Traffic control 10% will be billed per unit per contract. Assume
being allowed to work from gas station parking lot.
1 200.00 200.00
_____________________________________
$2,350.50
3"
3"
1• "
1• "
2"
3'-8"
2"
1'-5" 1'-5"
10'-0" (Typ.)
3'-1"
1" 4" 1"
2"
6"
1" 1"
4‚" 2ƒ"
1"
7"
7"
2" 2"
1"
3'-8"
4• " 5• "
3"
3"
1"
3"
9"
21"
12"
4•"Clr.
3"Clr.
VARIES (18" MAX)
(Typ.)
(2) P ‚x3"
Vertical Rail
B
B
FENCE ELEVATION
C
C
(Typ.)
Vertical Post
W5x16
L
(Typ.)
2"x2"-W2.1x2.1
Welded Wire Mesh
A
A
SECTION
A
(Typ.)
Vertical Post
W5x16
B
SECTION
ANCHOR PLATE DETAIL
(Typ.)
1"Ý Hole Bar 2"x…"x6"
PLAN POST DETAIL
WALL NE
CURB LIP PROFILE
TOP OF MINOR WALL PROFILE
ASPHALT PATCHING
BEGIN MINOR WALL
BEGIN FENCE (SPECIAL)
STA. 500+00
END MINOR WALL
END FENCE SPECIAL
STA. 502+10.26
EXISTING GROUND
501
+
00
502
+
00
P
O
B
500
+
00
.
00
P
C
500
+
14
.
33
P
CC
50
0
+
6
1
.
33
P
CC
500
+
99
.
05
P
CC
501
+
33.37
P
RC
501
+
63
.
87
P
T
501
+
89
.
08
P
O
E
502
+
10
.
26
P
I
501
+
76
.
75
5005
5010
5015
5020
5005
5010
5015
5020
500+00 500+50 501+00 501+50 502+00 502+50
Wall_NE
VPI=500+00.00
EL.=5011.39'
VPI=500+10.00
EL.=5011.37'
VPI=500+20.00
EL.=5011.36'
VPI=500+40.00
EL.=5011.30'
VPI=500+50.00
EL.=5011.12'
VPI=500+60.00
EL.=5010.93'
VPI=500+70
.
00
EL
.
=5010
.
76'
VPI=500+80.00
EL.=5010.59'
VPI=501+00.00
EL.=5010.24
'
VPI=501+20.00
EL
.
=5010.06'
VPI=501+40.00
EL.=5009.66'
VPI=501+65
.
37
EL.=5009.55
'
VPI=501+83.36
EL
.
=5009.31'
VPI=502+00.00
EL.=5009
.
20'
VPI=502
+
10.26
EL.=5009
.
09'
VPI=500+10.00
EL.=5011.94'
VPI=500+20.00
EL.=5011.99'
VPI=500+30.00
EL.=5012.04'
VPI=500+40.00
EL.=5012.11'
VPI=500+50.00
EL.=5012.19'
VPI=500+60.00
EL.=5012.20'
VPI=500+70.00
EL
.
=5012
.
12'
VPI=500+80.00
EL.=5011.94'
VPI=500+90.00
EL.=5011.72
'
VPI=501+00
.
00
EL.=5011.49'
VPI=501+10.00
EL
.
=5011
.
13'
VPI=501+20.00
EL.=5010.87'
VPI=501+30.00
EL.=5010.63
'
VPI=501+40
.
00
EL
.
=5010.42'
VPI=501+60.00
EL.=5010.19'
VPI=501+80.00
EL.=5009.91
'
VPI=501+90.00
EL.=5009
.
73
'
VPI=502+00.00
EL.=5009
.
55
'
VPI=502+01.61
EL.=5
0
09.52'
VPI=
5
02+10.26
VINE & SHIELDS
MINOR WALL & FENCE DETAILS
BSH
DMZ
FENCE 2 OF 2
0' 10' 20' 40'
VPI=500+00.00
EL.=5011.89'
EL.=5
0
09.59'
www.wilsonco.com
(303) 297-2693 fax
(303) 297-2976 main
Denver, CO 80202
1675 Broadway, Suite 200 Numbers
Structure
No Revisions:
Revised:
Void: Sheet Subset:
Detailer:
Designer:
18877
STU M455-108
Sheet Number
Subset Sheets:
Date: Comments Init.
Sheet Revisions As Constructed
Print Date: 4/10/2015
Horiz. Scale:1:20 Vert. Scale: As Noted
Unit Leader Initials
Project No./Code
File Name:
Unit Information
bshearn 3
:
32:13
PM pw:\\ABQPWINT01.wilsonco.com :Wilson_Projects\Docum ents\8100-TRN\CDOT\13-100-310-00_V
i
ne_Sh
i
elds_In
t
ersec
t
ion\00000\Design\Drawings\18877_FENCE DETAILS_02.dgn
18877_FENCE DETAILS_02.dgn
1420 Second Street
Phone:970-350-2126
Region 4 LHN
Greeley, CO 80631 57
1• " 1• "
‚
Ò ‡"Ý Holes
P L 1"
Post
Vertical
Ò W5x16
L 3"x2"x‚"
Bottom Rail
L 3"x2"x‚"
Bottom Rail
C
SECTION
12" Max. ‚
Spa. @
L 3x2x‚"
(Bottom Rail Similar)
Top of Minor Wall
CURB ANCHOR / MINOR WALL DETAIL
Notes:
Top of Minor Wall
L
‚
Typ.
Vertical Rail
(Typ.)
Screws w/Lockwasher
Button Head Cap
•"Ýx2" HS
(Typ.)
Vertical Post
W5x16
(Typ.)
Slotted Hole
w/1" Horiz.
P …x3x3ƒ"
Ò W5x16
of Post
Traffic Face
Middle Rail
Horizontal
Bottom Rail Shown
Horiz. Top or
of 2
BSH
DMZ
1
VINE & SHIELDS
MINOR WALLS AND FENCE DETAILS
9.
8.
7.
6.
5.
4.
3.
2.
1.
(CY) and reinforcing steel (LB).
Minor wall shall be paid for as concrete class D
for approval.
Fabricator shall supply shop drawings to Engineer
or 50 ksi.
Plates shall be ASTM A-709 (AASHTO M-270) Fy=36
snug only.
All bolts that have lockwashers shall be tightened to
Anchor bolt shall adhere to ASTM F-1554 Grade 36.
Section 522, Duplex Coating System.
accordance with the Project Special Provisions,
be painted (powder coated) after fabrication in
All Pedestrian Railing (Steel) (Special) materials shall
and erection.
washers shall be galvanized prior to painting
All anchor bolts, miscellaneous bolts, nuts and
from test panels provided by the contractor.
595B Color No. 37030, and is to be selected
be painted Black, equivalant to Federal Standard
Pedestrian Railing (Steel) (Special) components shall
and barrier plumb.
be 10'-0" max. Set all vertical elements of fence
Pedestrian Railing (Steel) (Special) post spacing shall
www.wilsonco.com FENCE
(303) 297-2693 fax
(303) 297-2976 main
Denver, CO 80202
1675 Broadway, Suite 200 Numbers
Structure
No Revisions:
Revised:
Void: Sheet Subset:
Detailer:
Designer:
18877
STU M455-108
Sheet Number
Subset Sheets:
Date: Comments Init.
Sheet Revisions As Constructed
Print Date: 4/10/2015
Horiz. Scale:1:1 Vert. Scale: As Noted
Unit Leader Initials
Project No./Code
File Name:
Unit Information
bshearn 3:32:02 PM pw:\\ABQPWINT01.wilsonco.com :Wilson_Projects\Docum ents\8100-TRN\CDOT\13-100-310-00_Vine_Shields_Intersection\00000\Design\Drawings\18877_FENCE DETAILS_01.dgn
18877_FENCE DETAILS_01.dgn
1420 Second Street
Phone:970-350-2126
Region 4 LHN
Greeley, CO 80631
Anchor Plate
P L 7"x7"x1"
Anchor Bolt
Ò ƒ"Ýx8" Post
Vertical
W5x16
2%
Concrete Sidewalk
12
:
1
‚
3 places
#4 4 Total
L #4 @ 12"
(Match Exist. Elevation)
Asphalt Patching
56