HomeMy WebLinkAboutCORRESPONDENCE - PURCHASE ORDER - 91914468/19/19
8/30/19
Estimate
Date
3/18/2019
Estimate #
C1709
Bill To:
City of Fort Collins
Operations Service Dept.
Attn:
300 Laporte Ave, Buliding B
Fort Collins, Co 80521
Project Location
South Transit Center
P.O./ Work order # Terms
Net 30
Representat...
Phone #
9704843880
Fax #
970-416-6230
E-mail
smagdaleno@lightfieldenterprises.com
Total
We propose to furnish material and labor-complete in accordance with the above specifications.
All work to be completed in a professional manner and in accordance with industry standards. Any alteration or deviation from above
specifications must be done in writing.
Estimate is good for 30 days.
Acceptance of Proposal: The above prices, specifications and conditions are satisfactory and are hereby accepted. Lightfield Enterprises is
authorized to do work as specified. I agree to pay as outlined in the "Terms" stated above.
Date of acceptence________________________Signature_____________________________________________
2600 Midpoint Drive
Fort Collins CO 80525
Description QtyUnit Cost Total
Sawcut Concrete/Asphalt (6" < 8") 365 LF 4.00 1,460.00
Remove Asphalt - 6" 236 SF 3.00 708.00
Remove Concrete Curb & Gutter 108 LF 6.50 702.00
Remove Concrete Sidewalk 1,345 SF 3.75 5,043.75
Pedestrian Access Ramp 1,345 SF 8.25 11,096.25
Vertical Curb and Gutter - No Sidewalk 108 LF 26.00 2,808.00
Truncated Dome Panel 58 SF 41.00 2,378.00
Temporary Asphalt Patching 5.5 TON 195.00 1,072.50
Aggregate Base Course/Recycled Concrete Base > 5
Tons
18 TON 38.00 684.00
"NO PARKING" Sign With Stand 154 PEPD 2.00 308.00
Size a Sign With Stand 31PEPD 2.00 62.00
Vertical Panel Without Light 16 PEPD 1.25 20.00
Channelizing Barrels 231PEPD 1.50 346.50
Flagging 154 HOUR 26.00 4,004.00
Traffic Control Supervisor 80 HOUR 45.00 3,600.00
Page 1
Estimate
Date
3/18/2019
Estimate #
C1709
Bill To:
City of Fort Collins
Operations Service Dept.
Attn:
300 Laporte Ave, Buliding B
Fort Collins, Co 80521
Project Location
South Transit Center
P.O./ Work order # Terms
Net 30
Representat...
Phone #
9704843880
Fax #
970-416-6230
E-mail
smagdaleno@lightfieldenterprises.com
Total
We propose to furnish material and labor-complete in accordance with the above specifications.
All work to be completed in a professional manner and in accordance with industry standards. Any alteration or deviation from above
specifications must be done in writing.
Estimate is good for 30 days.
Acceptance of Proposal: The above prices, specifications and conditions are satisfactory and are hereby accepted. Lightfield Enterprises is
authorized to do work as specified. I agree to pay as outlined in the "Terms" stated above.
Date of acceptence________________________Signature_____________________________________________
2600 Midpoint Drive
Fort Collins CO 80525
Description QtyUnit Cost Total
Safety Fence 54PRPD 5.00 270.00
Page 2
$34,563.00
DATE: 11/27/2018
GROUP
City of Fort Collins South Transit Center ADA GROUP
PROJECT NO.: 0180301.05
1612 Specht Point Road, Suite 105 - Fort Collins, Colorado 80525 - Phone: (970) 484-7477 / info@f-w.com
INDEX OF DRAWINGS LOCATION MAP
CALL UTILITY NOTIFICATION
CENTER OF COLORADO
CALL 2 BUSINESS DAYS IN ADVANCE
BEFORE YOU DIG, GRADE, OR
EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES
THESE PLANS HAVE BEEN REVIEWED BY THE LOCAL ENTITY FOR
CONCEPT ONLY. THE REVIEW DOES NOT IMPLY RESPONSIBILITY BY
THE REVIEWING DEPARTMENT, THE LOCAL ENTITY ENGINEER, OR
THE LOCAL ENTITY FOR ACCURACY AND CORRECTNESS OF THE
CALCULATIONS. FURTHERMORE, THE REVIEW DOES NOT IMPLY
THAT QUANTITIES OF ITEMS ON THE PLANS ARE THE FINAL
QUANTITIES REQUIRED. THE REVIEW SHALL NOT BE CONSTRUED IN
ANY REASON AS ACCEPTANCE OF FINANCIAL RESPONSIBILITY BY
THE LOCAL ENTITY FOR ADDITIONAL QUANTITIES OF ITEMS SHOWN
THAT MAY BE REQUIRED DURING THE CONSTRUCTION PHASE.
I HEREBY AFFIRM THAT THESE FINAL CONSTRUCTION PLANS WERE
PREPARED UNDER MY DIRECT SUPERVISION, IN ACCORDANCE WITH
ALL APPLICABLE CITY OF FORT COLLINS AND STATE OF COLORADO
STANDARDS AND STATUTES, RESPECTIVELY; AND THAT I AM FULLY
RESPONSIBLE FOR THE ACCURACY OF ALL DESIGN, REVISIONS, AND
RECORD CONDITIONS THAT I HAVE NOTED ON THESE PLANS.
SIGNATURE DATE
CITY OF FORT COLLINS, COLORADO
UTILITY PLAN APPROVAL
APPROVED:
CITY ENGINEER DATE
CHECKED BY:
WATER AND WASTEWATER UTILITY DATE
CHECKED BY:
STORMWATER UTILITY DATE
CHECKED BY:
PARKS & RECREATION DATE
CHECKED BY:
TRAFFIC ENGINEER DATE
CHECKED BY:
DATE
SHEET NUMBER: G-000
PROJECT
LOCATION
NOT TO SCALE
1612 SPECHT POINT ROAD, SUITE 105
FORT COLLINS, COLORADO 80525
(970) 484-7477 / (970) 484-7488 Fax
www.f-w.com
City of Fort Collins
4915 Fossil Blvd. Fort Collins, CO. 80525
Lot 1, South Transit Center Sub, NE Quarter of Section 2, Township 6 North, Range 69 West
South Transit Center ADA
Sheet List Table
Sheet Number Sheet Title
Civil
G-000 COVER SHEET
V-100 EXISTING CONDITIONS
EMERGENCY CALL KIOSK
ADA LANDING
ADA LANDING
ADA LANDING
ADA LANDING
ADA LANDING
EDGE OF CONCRETE PAN
FLOW LINE
TOP BACK OF CURB
4 ADA PARKING SPACES 8 ASPHALT PARKING SPACES 2 ADA PARKING SPACES
EDGE OF CONCRETE PAN
FLOW LINE
TOP BACK OF CURB
HANDRAIL
HANDRAIL
NO PARKING (TYPICAL)
CONCRETE WALK
PLANTER
PLANTER
CONCRETE PANELS
(TYPICAL)
4" PARKING STRIPE (TYPICAL)
LANDSCAPE
AREA
LANDSCAPE
AREA
2' WALL
REVIEWED:
DESIGNED:
DRAWN:
SHEET TITLE:
SHEET NUMBER:
FIELD BOOK NO.:
EXISTING
CONDITIONS
V-100
TRB
DJM
TRB
A
1 2 3 4 5 6 7 8 9 10
B
C
D
E
F
G
H
I
J
K
1 2 3 4 5 6 7 8 9 10
PROJECT:
DATE:
PROJECT NO.:
City of Fort Collins
South Transit Center
ADA
4915 Fossil Blvd.
Fort Collins, CO. 80525
1
1
2
2
2
2
2
2
3 (TYP)
3 (TYP)
3
3
3 (TYP)
3 (TYP)
4
4
4
6
6
5
5
4
6
2
8
5
5
2
2
6
7
7
7 2
9
9
2
1
REVIEWED:
DESIGNED:
DRAWN:
SHEET TITLE:
SHEET NUMBER:
FIELD BOOK NO.:
REMOVAL PLAN
C-100
TRB
DJM
TRB
A
1 2 3 4 5 6 7 8 9 10
B
C
D
E
F
G
H
I
J
K
5000
5002
1+00
1+40
1+00 1+30
1+00 1+40
B
C-101
C
C-101
A
C-101
4999.53 TBC
4999.69
4999.34
4999.34
4999.33
4999.47
4999.32
4999.32
4999.31
4999.35
5001.41
5001.18
5002.13
5001.50
5001.67
5001.77
3
1
3
2
MATCH EX.
8
9
2
2.00%
8.33%
2.00%
2.00%
2.00%
2.00%
8.33%
4
4
2
1
1
MATCH EX.
8
6
5' 9' 5' 9'
9' (TYP)
7
5
5
6
9
10
MATCH EX.
REVIEWED:
DESIGNED:
DRAWN:
SHEET TITLE:
SHEET NUMBER:
FIELD BOOK NO.:
CIVIL DETAILS
C-500
TRB
DJM
TRB
A
1 2 3 4 5 6 7 8 9 10
B
C
D
E
F
G
H
I
J
K
1 2 3 4 5 6 7 8 9 10
PROJECT:
DATE:
PROJECT NO.:
City of Fort Collins
South Transit Center
ADA
4915 Fossil Blvd.
Fort Collins, CO. 80525
11/27/2018
0180301.05
# DATE: DESCRIPTION:
ISSUE:
FOR CONSTRUCTION
100% SUBMITTAL
GROUP
www.f-w.com
Engineers | Architects | Surveyors | Scientists
1612 SPECHT POINT ROAD, SUITE 105
FORT COLLINS, COLORADO 80525
(970) 484-7477 / info@f-w.com
11/27/18
MATCH EX.
1
10
8
5000.20
2.00%
MAX MAX
6'
7.00'
5.00' TRANSITION TO
2.0% CROSS SLOPE
AT TOP OF RAMP
SECTION A
SCALE: 10H : 5V
4995
5000
5005
5010
5015
4995
5000
5005
5010
5015
SECTION B
SCALE: 10H : 5V
4995
5000
5005
5010
5015
4995
5000
5005
5010
5015
SECTION C
SCALE: 10H : 5V
4990
4995
5000
5005
5010
4990
4995
5000
5005
5010
5002.38
5001.32
5001.66
1+00 1+10 1+20 1+30 1+40
-2.00%
5001.98
5001.82
5001.06
5000.68
1+00 1+10 1+20 1+30
4999.30
4999.05
4998.87
4998.68
1+00 1+10 1+20 1+30 1+40
-2.00%
PVI STA = 1+15.99
PVI ELEV = 5001.41
PVI STA = 1+27.48
PVI ELEV = 5001.18
PVI STA = 1+07.33
PVI ELEV = 4999.32
PVI STA = 1+15.60
PVI ELEV = 4999.15
(MAX)
2'W TRUNCATED
DOMES
(MAX)
BACK OF
DEPRESSED
CURB
PVI STA = 1+05.13
PVI ELEV = 5001.91
PVI STA = 1+17.44
PVI ELEV = 5001.29
PVI STA = 1+20.98
PVI ELEV = 5001.00
-5.00%
-8.30%
REVIEWED:
DESIGNED:
DRAWN:
SHEET TITLE:
SHEET NUMBER:
FIELD BOOK NO.:
SITE AND GRADING
PLAN
C-101
TRB
DJM
TRB
A
1 2 3 4 5 6 7 8 9 10
B
C
D
E
F
G
H
I
J
K
1 2 3 4 5 6 7 8 9 10
PROJECT:
DATE:
PROJECT NO.:
City of Fort Collins
South Transit Center
ADA
4915 Fossil Blvd.
Fort Collins, CO. 80525
11/27/2018
0180301.05
# DATE: DESCRIPTION:
ISSUE:
FOR CONSTRUCTION
100% SUBMITTAL
GROUP
www.f-w.com
Engineers | Architects | Surveyors | Scientists
1612 SPECHT POINT ROAD, SUITE 105
FORT COLLINS, COLORADO 80525
(970) 484-7477 / info@f-w.com
11/27/18
0
U.S. SURVEY FEET
SCALE: 1"=10'
5 10 20
FLAG NOTES:
6" THICK CONCRETE SIDEWALK. MATCH EXISTING COLOR,
FINISH SURFACE, AND BASE COURSE
6" THICK CONCRETE ACCESS RAMP WITH 2' DETECTABLE
WARNING, RE: DETAIL ON SHEET C-500
6" WIDE x 12" DEEP CONCRETE VERTICAL CURB. HEIGHT FROM
T.C. TO FINISH GROUND PAVEMENT VARIES, SEE SPOT
ELEVATIONS, RE: DETAIL ON SHEET C-500
RELOCATED HANDICAP PARKING SIGNS (TYP)
PAVEMENT MARKING WHITE H.C. SYMBOL WITH BLUE
BACKGROUND (TYP)
PAVEMENT MARKING 4" WIDE WHITE THERMOPLASTIC (125mm)
DIAGONAL STRIPING AT 3' SPACING (TYP)
PAVEMENT MARKING 4" WIDE WHITE THERMOPLASTIC (125mm)
PARKING STRIPING (TYP)
ASPHALT PAVEMENT PATCH BACK WITH 6" FULL DEPTH HMA
(BOTTOM LIFT = 3" GRADE S, TOP LIFT = 3' GRADES SX)
VERTICAL CURB AND GUTTER TO MATCH EXISTING IN-KIND
TAPER @ 12:1 MAX FOR H.C. RAMPS
VERTICAL CURB AND GUTTER TO MATCH EXISTING IN-KIND
LEGEND
ASPHALT PAVEMENT
NEW CONCRETE SIDEWALK
NEW CURB AND GUTTER
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
EXISTING SPOT ELEVATION
5012.00 NEW SPOT ELEVATION
1
2
3
4
5
6
7
9
8
5011
5010
10
1 2 3 4 5 6 7 8 9 10
PROJECT:
DATE:
PROJECT NO.:
City of Fort Collins
South Transit Center
ADA
4915 Fossil Blvd.
Fort Collins, CO. 80525
11/27/2018
0180301.05
# DATE: DESCRIPTION:
ISSUE:
FOR CONSTRUCTION
100% SUBMITTAL
GROUP
www.f-w.com
Engineers | Architects | Surveyors | Scientists
1612 SPECHT POINT ROAD, SUITE 105
FORT COLLINS, COLORADO 80525
(970) 484-7477 / info@f-w.com
11/27/18
0
U.S. SURVEY FEET
SCALE: 1"=10'
5 10 20
FLAG NOTES:
REMOVE EXISTING ASPHALT PAVEMENT AND PATCH
BACK IN-KIND
SAWCUT EXISTING CONCRETE (OR REMOVE AT NEAREST
JOINT) OR ASPHALT PAVEMENT
REMOVE EXISTING PAVEMENT MARKINGS
REMOVE EXISTING CONCRETE SIDEWALK
REMOVE EXISTING CONCRETE VERTICAL CURB (AND
GUTTER)
REMOVE EXISTING HANDICAP RAMP (TRUNCATED
DOMES), SALVAGE, AND RESET OR RELOCATE,
RE: SHEET C-101
EXISTING FENCE AND POST FOUNDATIONS SHALL BE
PROTECTED AND REMAIN INTACT.
EXISTING DEPRESSED CURB AND GUTTER TO REMAIN
INTACT
REMOVE, SALVAGE, AND RELOCATE HANDICAP PARKING
SIGN
1
2
3
4
5
LEGEND
REMOVE EXISTING ASPHALT PAVEMENT
REMOVE EXISTING CONCRETE SIDEWALK
REMOVE EXISTING CONCRETE VERTICAL CURB
6
7
8
9
11/27/2018
0180301.05
# DATE: DESCRIPTION:
ISSUE:
FOR CONSTRUCTION
100% SUBMITTAL
GROUP
www.f-w.com
Engineers | Architects | Surveyors | Scientists
1612 SPECHT POINT ROAD, SUITE 105
FORT COLLINS, COLORADO 80525
(970) 484-7477 / info@f-w.com
11/27/18
0
U.S. SURVEY FEET
SCALE: 1"=10'
5 10 20
LAND SURVEYOR'S CERTIFICATION
NOTES
C-100 REMOVAL PLAN
C-101 SITE AND GRADING PLAN
C-500 CIVIL DETAILS
11/27/18