ITEM 6.2 Street Maintanence Project 17-01P
0CITY tSel F o
MINNESOTA CDP
DEPARTMENT INFORMATION
Request for
City Council Action
ORIGINATING DEPARTMENT:
REQUESTOR:
MEETING DATE:
Public Works
City Engineer Wagner
February 13, 2017
PRESENTER(s):
REVIEWED BY:
ITEM #:
City Engineer Wagner
Interim City Administrator Flaherty
6.2
AGENDA ITEM DETAILS
RECOMMENDATION:
Staff recommends Council approves Plans and Specifications and Orders Advertisement for Bids for the
City Project No. 17-01, 2017 Street Maintenance.
ARE YOU SEEKING APPROVAL OF A CONTRACT?
No
IS A PUBLIC HEARING REQUIRED?
No
BACKGROUND/JUSTIFICATION:
Attached are plans for the 2017 Street Maintenance Project. This project includes, seal coating, fog
sealing, and striping. In 2016 we had some issues with streets that received a fog seal only. The fog seal
material remained tacky much longer than anticipated (or previously observed) and as a result the fresh
crack filling material started to pull out of some of the cracks along Maciver Avenue. The plan was
changed to discontinue any fog sealing operations and revisit future street maintenance. The street
maintenance plan has been revised to eliminate most fog seal only operations but continue with
applying a fog seal at the time of the seal coat as well as at year 2 of new streets. Also, crack filling will
be done the year prior to applying the sealcoat/fog seal.
Estimated costs for these portions of the 2017 Street Maintenance Project total $238,857 while the CIP
estimated $265,768. The crack filling and patching portions of the project have a budget of $135,000
within the CIP, and will be administered under separate contracts and/or be completed by City Public
Works staff.
SUPPORTING DOCUMENTS: X ATTACHED ❑ NONE
List: Plans for 2017 Street Maintenance Project
Engineers Opinion of Cost for Seal Coat and Fog Seals
POSSIBLE MOTION
Please word motion as you would like it to appear in the minutes.
Motion to approve Plans and Specifications and Order Advertisement for Bids for City Project No. 17-01,
2017 Street Maintenance.
Schedule "A" - FOG & SEAL COAT
Engineers Estimate
2017 Street Maintenance Project
City of Otsego
CITY PROJECT #17-01
SCHEDULE "A" - FOG & SEAL COAT ESTIMATED TOTAL COST $ 193,930.50
Schedule "B" - STRIPING
Item No.
Description
Estimated
Quantity
Unit Price
Extension
1
2355.502
BITUMINOUS MATERIAL FOR FOG SEAL- CSS -1H (DILUTED)
13,356 GAL
$1.50
$20,034.00
2
2356.505
BITUMINOUS MATERIAL FOR SEAL COAT CRS -2P
19,533 GAL
$2.50
$48,832.50
3
2356.506
SEAL COAT AGGREGATE FA -2
93,014 SY
$1.00
$93,014.00
4
2563.601
TRAFFIC CONTROL
1 LS
$32,050.00
$32,050.00
SCHEDULE "A" - FOG & SEAL COAT ESTIMATED TOTAL COST $ 193,930.50
Schedule "B" - STRIPING
SCHEDULE "A" - STRIPING ESTIMATED TOTAL COST $33,552.52
Schedule "A" FOG & SEAL COAT $193,930.50
Schedule "B" STRIPING $33,552.52
Engineering and Construction Administration (5%) $11,374.15
TOTAL ALL SCHEDULES $238,857.17
OT387-2017 EngEst.xls
Eng. Estimate 1 2/8/2017 1:24 PM
Item No.
Description
Estimated
Quantity
Unit Price
Extension
5
2582.501
PAVEMENT MESSAGE(ARROW) - PAINT
54
EACH
$60.00
$3,240.00
6
2582.502
4" DOUBLE SOLID LINE YELLOW - PAINT
52,444
LF
$0.18
$9,439.92
7
2582.502
4" BROKEN YELLOW - PAINT
1,066
LF
$0.10
$106.60
8
2582.502
4" SOLID LINE YELLOW - PAINT
4,424
LF
$0.10
$442.40
9
2582.502
4" SOLID LINE WHITE - PAINT
108,333
LF
$0.10
$10,833.30
10
2582.502
4" BROKEN LINE WHITE - PAINT
1,243
LF
$0.10
$124.30
11
1 2582.502
12" SOLID LINE WHITE - PAINT
767
LF
$2.00
$1,534.00
12
2582.502 24" SOLID LINE WHITE - PAINT
824
LF
$3.50
$2,884.00
13
2582.502
24" SOLID LINE YELLOW - PAINT
488
LF
$3.50
$1,708.00
14
2582.503
CROSSWALK MARKING 3'X6' BLOCKS - PAINT
1,620
SF
$2.00
$3,240.00
SCHEDULE "A" - STRIPING ESTIMATED TOTAL COST $33,552.52
Schedule "A" FOG & SEAL COAT $193,930.50
Schedule "B" STRIPING $33,552.52
Engineering and Construction Administration (5%) $11,374.15
TOTAL ALL SCHEDULES $238,857.17
OT387-2017 EngEst.xls
Eng. Estimate 1 2/8/2017 1:24 PM
(SMP)
LINED PEDESTRAIN CROSSING DETAIL
PEDESTRIAN PAVEMENT MARKING DETAIL
(PERPENDICULAR INTERSECTION)
PAVEMENT / 12.0' DRIVING LANE
MARKING
-- — CL ROADWAY
12.0' DRIVING LANE
—6.0' OR_
10.0'
1. CROSSWALK AND STOP LINE MARKINGS SHALL BE LATEX PAINT.
2. CROSSWALK MARKINGS TO BE CENTERED AND ALIGNED
ON CENTER LINE AND LANE LINES. MAKE ADJUSTMENTS
IN MEDIAN AREA.
3. FOR CROSSWALK MARKINGS, A MINIMUM OF 18" CLEAR DISTANCE
MUST BE LEFT ADJACENT TO CURB.
4. AT SKEWED CROSSWALKS, THE BLOCKS ARE TO REMAIN PARALLEL
TO THE LANE LINES
5. REMOVE ALL CONFLICTING PAVEMENT MARKINGS AS DIRECTED
BY THE ENGINEER.
TYPICAL PAVEMENT MARKING
PAVEMENT
MARKING
CROSSWALK DETAIL
PEDESTRIAN PAVEMENT MARKING DETAIL
(PERPENDICULAR INTERSECTION)
VEHICLE LANE
EDGE OF VEHICLE LANE
CED TO AVOID WHEEL PATHS
VEHICLE LANE
1. PAVEMENT MARKINGS SHALL BE LATEX PAINT.
2. CROSSWALK MARKINGS TO BE CENTERED AND ALIGNED
ON CENTER LINE AND LANE LINES. MAKE ADJUSTMENTS
IN MEDIAN AREA.
3. FOR CROSSWALK MARKINGS, A MINIMUM OF 18" CLEAR DISTANCE
MUST BE LEFT ADJACENT TO CURB,
4. AT SKEWED CROSSWALKS, THE BLOCKS ARE TO REMAIN PARALLEL
TO THE LANE LINES
5. REMOVE ALL CONFLICTING PAVEMENT MARKINGS AS DIRECTED
BY THE ENGINEER.
IIn=2
STOP BAR
VARIES
VARIES
VARIES
LANE DETAIL
VARIES
ARROWS
THROUGH LANE — 9.0'
TURN & THROUGH LANE — 13.0'
TURN LANE — 8.0'
VARIES 1. INITIAL SPACING -50 FT. RECOMMENDED. RANGE OF
30-80 FT. DEPENDING ON APPROACH SPEED AND
LENGTH OF TURN LANE.
2. MESSAGE SPACING -40 FT. RECOMMENDED. MINIMUM
OF 25 FT. FOR SHORT TURN LANES.
3. INTERMEDIATE SPACING—RECOMMEND A MINIMUM
VARIES OF 100 FT. AND A MAXIMUM OF 150 FT. DEPENDING
ON APPROACH SPEED AND LENGTH OF TURN LANE.
4. FINAL SPACING—RECOMMEND 20 FT. OR AS CLOSE
AS POSSIBLE WITH RESPECT TO THE SPACING CRITERIA
LISTED ABOVE.
5. NUMBER OF MESSAGE UNITS—FOR TURN LANES LESS
THAN 200 FT. IN LENGTH ONE SHOULD BE SUFFICIENT
AND FOR TURN LANES GREATER THAN 200 FT. IN LENGTH
TWO SHOULD BE SUFFICIENT. IN RURAL AREAS ONE
MESSAGE UNIT MAY BE SUFFICIENT REGARDLESS OF
THE LENGTH. IT IS RECOMMENDED THAT IN THIS CASE
THE HEAD OF THE ARROW BE LOCATED AT OR NEAR THE
MIDPOINT OF THE TURN LANE
"+K' DATE REVISION I hereby certify that this plan, specification, or report was DEMO R. SHEET
I prepared y me or under my alrecf Engineer
and that BSN --- - Hakanson Anderson d
' °� 2017 STREET MAINTENANCE PROJECT 3
i'o am a duly Licensed Professional Engineer under the laws F wo
of
of the State of Minnesota. oP1"Hf: (ty Civil Engineers and Land Surveyors
0
SFM 3601763-427—rston 5860 FAXk763M142750520ota 5303 CITY PROJECT CITY OF OTSEGONMINNESOTA 63
tlECO rf:
m% 45850 www.hlakanson—anderson.com MINN<fOTA SHEETS
Date Lic. No. BML
Y OT387-2017
(SMP)
CURB
0
N
WHITE
DOUBLE
0
N
YELLOW
N
W
WHITE
CURB
PAVEMENT
MARKING
CROSSWALK DETAIL
PEDESTRIAN PAVEMENT MARKING DETAIL
(PERPENDICULAR INTERSECTION)
VEHICLE LANE
EDGE OF VEHICLE LANE
CED TO AVOID WHEEL PATHS
VEHICLE LANE
1. PAVEMENT MARKINGS SHALL BE LATEX PAINT.
2. CROSSWALK MARKINGS TO BE CENTERED AND ALIGNED
ON CENTER LINE AND LANE LINES. MAKE ADJUSTMENTS
IN MEDIAN AREA.
3. FOR CROSSWALK MARKINGS, A MINIMUM OF 18" CLEAR DISTANCE
MUST BE LEFT ADJACENT TO CURB,
4. AT SKEWED CROSSWALKS, THE BLOCKS ARE TO REMAIN PARALLEL
TO THE LANE LINES
5. REMOVE ALL CONFLICTING PAVEMENT MARKINGS AS DIRECTED
BY THE ENGINEER.
IIn=2
STOP BAR
VARIES
VARIES
VARIES
LANE DETAIL
VARIES
ARROWS
THROUGH LANE — 9.0'
TURN & THROUGH LANE — 13.0'
TURN LANE — 8.0'
VARIES 1. INITIAL SPACING -50 FT. RECOMMENDED. RANGE OF
30-80 FT. DEPENDING ON APPROACH SPEED AND
LENGTH OF TURN LANE.
2. MESSAGE SPACING -40 FT. RECOMMENDED. MINIMUM
OF 25 FT. FOR SHORT TURN LANES.
3. INTERMEDIATE SPACING—RECOMMEND A MINIMUM
VARIES OF 100 FT. AND A MAXIMUM OF 150 FT. DEPENDING
ON APPROACH SPEED AND LENGTH OF TURN LANE.
4. FINAL SPACING—RECOMMEND 20 FT. OR AS CLOSE
AS POSSIBLE WITH RESPECT TO THE SPACING CRITERIA
LISTED ABOVE.
5. NUMBER OF MESSAGE UNITS—FOR TURN LANES LESS
THAN 200 FT. IN LENGTH ONE SHOULD BE SUFFICIENT
AND FOR TURN LANES GREATER THAN 200 FT. IN LENGTH
TWO SHOULD BE SUFFICIENT. IN RURAL AREAS ONE
MESSAGE UNIT MAY BE SUFFICIENT REGARDLESS OF
THE LENGTH. IT IS RECOMMENDED THAT IN THIS CASE
THE HEAD OF THE ARROW BE LOCATED AT OR NEAR THE
MIDPOINT OF THE TURN LANE
"+K' DATE REVISION I hereby certify that this plan, specification, or report was DEMO R. SHEET
I prepared y me or under my alrecf Engineer
and that BSN --- - Hakanson Anderson d
' °� 2017 STREET MAINTENANCE PROJECT 3
i'o am a duly Licensed Professional Engineer under the laws F wo
of
of the State of Minnesota. oP1"Hf: (ty Civil Engineers and Land Surveyors
0
SFM 3601763-427—rston 5860 FAXk763M142750520ota 5303 CITY PROJECT CITY OF OTSEGONMINNESOTA 63
tlECO rf:
m% 45850 www.hlakanson—anderson.com MINN<fOTA SHEETS
Date Lic. No. BML
Y OT387-2017
(SMP)
3
2017 OTSEGO STREET MAINTENANCE PROJECT
CONSTRUCTION PLANS FOR SEAL COATING, FOG SEALING, AND STRIPING
CITY OF OTSEGO PROJECT NO. 17-01
a
U
z
of
w Hakanson
N -11, Anderson
a o
f Civil Engineers and Land Surveyors
3601 Thurston Ave., Anoka, Minnesota 55303
j 763-427-5860 FAX 763-427-0520
Y
2300 0 I 2300 4600
SCALE IN FEET
I It I I i ,, 1 1 s 5� 1 p _r. �$
0 410
tkooF
MINNESOTA
GOVERNING SPECIFICATIONS
THE 2016 EDITION OF THE MINNESOTA DEPARTMENT OF TRANSPORTATION
"STANDARD SPECIFICATIONS FOR CONSTRUCTION" SHALL GOVERN.
ALL FEDERAL, STATE AND LOCAL LAWS, REGULATIONS, AND ORDINANCES
SHALL BE COMPLIED WITH IN THE CONSTRUCTION OF THIS PROJECT.
ALL TRAFFIC CONTROL DEVICES AND SIGNING SHALL CONFORM TO THE
LATEST EDITION OF MINNESOTA MANUAL ON UNIFORM TRAFFIC CONTROL
DEVICES, INCLUDING THE LATEST EDITION FIELD MANUAL FOR TEMPORARY
TRAFFIC CONTROL ZONE LAYOUTS.
ALL REQUIREMENTS OF THE PROJECT MANUAL FOR THE 2017 OTSEGO
STREET MAINTENANCE PROJECT, CITY PROJECT NO. 17-01
'hereby certify that this plan, specification, or report was prepared
by me or under my direct supervision and that I am a duly Licensed
Professional Engineer under the laws of the State of Minnesota.
45850 DATE 2/8/17
BRENT LARSON, P.E. LIC. NO.
HAKANSON ANDERSON ASSOCIATES, INC.
DESIGN ENGINEER
RONALD J. WAGNER, P.E.
APPROVED: CITY OF OTSEGO ENGINEER
DATE
CITY PROJECT 17-01 SHEET 1 OF 62
SHEET INDEX
THIS PLAN
CONTAINS 62 SHEETS
SHEET NO,
DESCRIPTION
1
TITLE SHEET
2
ESTIMATED QUANTITIES AND NOTES
3
DETAILS
4
SEAL COATING, FOG SEALING AND STRIPING PLAN
5-62
STRIPING PLAN SHEETS
'hereby certify that this plan, specification, or report was prepared
by me or under my direct supervision and that I am a duly Licensed
Professional Engineer under the laws of the State of Minnesota.
45850 DATE 2/8/17
BRENT LARSON, P.E. LIC. NO.
HAKANSON ANDERSON ASSOCIATES, INC.
DESIGN ENGINEER
RONALD J. WAGNER, P.E.
APPROVED: CITY OF OTSEGO ENGINEER
DATE
CITY PROJECT 17-01 SHEET 1 OF 62
I
N.E
N.E.
N.E.
N.E
N.E
N.E
N.E
N.E
2017 STREET MAINTENANCE
W� E
S
2,750 5,500
Legend
STRIPING
� Feet
FOG SEAL
11,000 FOG SEAL & SEAL COAT
J
CITY OF
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OTA
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DATA REVISION Iherelycartily that this plan, specfiication, or report was sneer
prepared by me or undermy direct supervision and that lBML - PLAN SHEET
.?i! duly Licensed Professional Engineer under the laws oRA�,,,raY, Civil Engineers and Land Surveyors 2017 OTS E G O STREET a
of the Sfafe of Minnesota. SFM Haleanson 3601 Thurston Ave., Anoka, Minnesota 55303
e„EeKeo8Y. 763-42 "60 FAX 763_427-0520 MAINTENANCE PROJECT
AlMderson BRENT LARSON, RE wwWhaa-inc.com CITY OF OTSEGO
Ovte Y9R0 lic. No. 4— BML
SHEETS