ITEM 5.1B Streets Project 19-01CITY;4 F
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DEPARTMENT INFORMATION
Request for
City Council Action
ORIGINATING DEPARTMENT
REQUESTOR:
MEETING DATE:
Public Works
City Engineer Wagner
January 28, 2019
PRESENTER(s)
REVIEWED BY:
ITEM #:
City Engineer Wagner
City Administrator/Finance Director Flaherty
5.16
STRATEGIC VISION
MEETS:
THE CITY OF OTSEGO:
Is a strong organization that is committed to leading the community through innovative
communication.
X
Has proactively expanded infrastructure to responsibly provide core services.
Is committed to delivery of quality emergency service responsive to community needs and
expectations in a cost-effective manner.
Is a social community with diverse housing, service options, and employment opportunities.
Is a distinctive, connected community known for its beauty and natural surroundings.
AGENDA ITEM DETAILS
RECOMMENDATION:
Staff recommends approval of the Plans and Specifications and Order Advertisement for Bids for the 2019
Street Maintenance Project, City Project No. 19-01.
ARE YOU SEEKING APPROVAL OF A CONTRACT? ISA PUBLIC HEARING REQUIRED?
No No
BACKG ROUN D/J USTI FI CATION:
Attached are plans for the 2019 Street Maintenance Project. The project includes seal coating, fog sealing,
traffic control and striping.
Quotes for any larger patching that exceeds City Staff's capabilities and crack filling will be obtained
separately at a later date after the spring thaw cycle has revealed any issues. Those quotes will be brought
before the Council after they have been obtained.
The Street Pavement Management Program which is part of the Capital Improvement Plan for the City has
$444,869 budgeted for the 2019 street maintenance projects..
The City Engineer estimates project costs for the seal coating, fog sealing, striping and traffic control for the
2019 Street Maintenance Project to be $243,846.33 while the CIP estimate was $301,948.64. The crack filling
and patching portions of the project have a budget of $142,920.36 within the CIP, and will be administered
under separate contracts and/or be completed by City Public Works staff.
The City Engineer will have a hard copy of the full plans and specifications available at the meeting, but due
to the size of the document, they were not printed and included in each individual packet.
SUPPORTING DOCUMENTS ATTACHED:
0 Plans for 2019 Street Maintenance Project (Summary)
• Engineers Estimate
POSSIBLE MOTION
PLEASE WORD MOTION AS YOU WOULD LIKE IT TO APPEAR IN THE MINUTES:
Motion to approve the Plans and Specifications and Order Advertisement for Bids for the 2019 Street
Maintenance Project, City Project No. 19-01.
BUDGET INFORMATION
FUNDING: BUDGETED:
Fund #201- Pavement Management I Yes
Engineers Estimate
2019 Street Maintenance Project
City of Otsego
CITY PROJECT #19-01
Schedule "A" - FOG & SEAL COAT
SCHEDULE "A" - FOG & SEAL COAT ESTIMATED TOTAL COST $193,819.66
Schedule "B" - STRIPING
Item No.
Description
Estimated
Quantity
Unit Price
Extension
1
2355.506
BITUMINOUS MATERIAL FOR FOG SEAL - CSS -1 H (DILUTED)
20,061 GAL
$1.72
$34,505.66
2
2356.504
BITUMINOUS SEAL COAT (RECYCLED AGGREGATE)
121,778 SY
$0.50
$60,888.99
3
2356.506
BITUMINOUS MATERIAL FOR SEAL COAT CRS -2P
28,009 GAL
$2.80
$78,425.02
4
1 2563.601
TRAFFIC CONTROL
1 1 LS
1 $20,000.00 1
$20,000.00
SCHEDULE "A" - FOG & SEAL COAT ESTIMATED TOTAL COST $193,819.66
Schedule "B" - STRIPING
SCHEDULE "A" - STRIPING ESTIMATED TOTAL COST $38,414.94
Schedule "A" FOG & SEAL COAT $193,819.66
Schedule "B" STRIPING $38,414.94
Engineering and Construction Administration (5%) $11,611.73
TOTAL ALL SCHEDULES $243,846.33
OT387-2019 EngEst.xis
Eng. Estimate 1 1/23/2019 12:48 PM
Item No. Description
Estimated
Quantity
Unit Price
Extension
5
2102.503 PAVEMENT MARKING REMOVAL - 4"
3,904
LF
$1.00
$3,904.00
6
2102.503 PAVEMENT MARKING REMOVAL- 24"
214
LF
$1.00
$214.00
7
2582.503 4" DOUBLE SOLID LINE YELLOW- PAINT
46,608
LF
$0.18
$8,389.44
8
2582.503 4" BROKEN YELLOW - PAINT
1,172
LF 1
$0.10
$117.20
9
2582.503 4" SOLID LINE YELLOW - PAINT
1,528
LF
$0.10
$152.80
10
2582.503 4" SOLID LINE WHITE - PAINT
84,996
LF
$0.10
$8,499.60
11
2582.503 4" BROKEN LINE WHITE - PAINT
969
LF
$0.10
$96.90
12
2582,503 24" SOLID LINE WHITE - PAINT
781
LF
$3.50
$2,733.50
13
2582.503 24" SOLID LINE YELLOW- PAINT
1,335
LF
$3.50
$4,672.50
14
2582.518 PAVEMENT MESSAGE(ARROW) - PAINT
155
EACH
$25.00
$3,875.00
15
2582,518 CROSSWALK MARKING 3'X6' BLOCKS - PAINT
2,880 1
SF
$2.00
$5,760.00
SCHEDULE "A" - STRIPING ESTIMATED TOTAL COST $38,414.94
Schedule "A" FOG & SEAL COAT $193,819.66
Schedule "B" STRIPING $38,414.94
Engineering and Construction Administration (5%) $11,611.73
TOTAL ALL SCHEDULES $243,846.33
OT387-2019 EngEst.xis
Eng. Estimate 1 1/23/2019 12:48 PM
2019 OTSEGO STREET MAINTENANCE PROJECT
CONSTRUCTION PLANS FOR SEAL COATING, FOG SEALING, AND STRIPING
CITY OF OTSEGO PROJECT NO. 19-01
IIIHakanson
Anderson
Civil Engineers and Land Surveyors
3601Thurston Ave., Anoka, Minnesota 55303
763-427-5860 FAX 763-427-0520
2300 0 2300 4600
SCALE IN FEET
�i�llsiil�li�lll
GOVERNING SPECIFICATIONS
THE 2018 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 2019 OTSEGO
STREET MAINTENANCE PROJECT, CITY PROJECT NO. 19-01
SHEET INDEX
THIS PLAN CONTAINS 29 SHEETS
SHEET NO.
DESCRIPTION
1
TITLE SHEET
2
ESTIMATED QUANTITIES AND NOTES
3
DETAILS
4
SEAL COATING, FOG SEALING AND STRIPING PLAN
5
STRIPING REMOVAL PLAN
6-29
STRIPING PLAN
I 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 1/9/19
B NT LARSON, P. LIC. NO.
HAKANSON ANDERSON ASSOCIATES, INC.
DESIGN ENGINEER
DATE 1/9/19
RONALD tAAWER, P.E.
APPROVED: CITY OF OTSEGO ENGINEER
CITY PROJECT 19-01 SHEET 1 OF 29
I
a
REFERENCE NOTES:
RECYCLED SEAL COAT AGGREGATE SHALL BE SCREENED
PRIOR TO BEING USED. STOCKPILE IS LOCATED AT
OTSEGO CITY HALL (13400 90TH STREET NE).
Q STRIPING REMOVAL SHALL BE DONE PER MNDOT 2102.
03 ROADWAY STRIPING AT THESE LOCATIONS SHALL WAIT
UNTIL THEIR RESPECTIVE CONSTRUCTION PROJECTS ARE
COMPLETED.
® DO NOT RESTRIPE PARKING STALLS ALONG PARSON
AVENUE
GENERAL NOTES:
A. SEAL COAT AGGREGATE SHALL BE FA -2 CLASS A �" TRAP ROCK.
B. BITUMINOUS MATERIAL FOR FOG SEAL SHALL BE CSS -1H AT AN APPLICATION RATE OF 0.10
GAL/SY (DILUTED) AS SUPPLIED BY THE REFINERY (NO WATER TO BE ADDED IN THE FIELD),
C. CONTRACTOR IS RESPONSIBLE FOR PLACING TABS FOR THE EXISTING PAVEMENT MARKINGS IN
AREAS THAT WILL BE COVERED BY THE SEAL COAT OR FOG—SEAL.
D. PAVEMENT ARROWS (LT, RT, THRU) WILL BE PAID 1 EACH, COMBO PAVEMENT ARROWS
(LT—THRU, RT—THRU, LT—THRU—RT) WILL BE PAID PER ARROW I.E. 2 OR 3 EACH.
E. ENGINEER MAY ADJUST THE QUANTITY OF WORK TO MORE CLOSELY MATCH THE OWNERS
BUDGET AMOUNT BUT MAY NOT EXCEED 25% ADJUSTMENT UP OR DOWN WITH NO CHANGE IN
BID PRICES.
SUMMARY OF QUANITITES
SEAL COATAGGREGATE-NEW ROCK
20 lbs/yd'
Item
No.
Spec
No. Description
Esttmated
Total
Quantity
1
2355.506 BITUMINOUS MATERIAL FOR FOG SEAL -CSS-1H ILLT ED
20.061
GAL
2
2356.504 BITUPANOUS SEAL COAT(RECYCLED AGGREGATE
121,778
SY
3
2356.506 BITUMINOUS MATERIAL FOR SEAL COAT (CRS -2P)
28,009
GAL
4
2563.601 TRAFFIC CONTROL
1
LS
5
2102.603 PAVEMFJJT MARKING REMOVAL -4'
3.904
LF
6
2102.503 PAVEMENT MARIONG REMOVAL -24'
214
LF
7
2582.503 4' DOUBLE SOUD LINE YELLOW - PAJ14T
46.608
1 LF
8
2582.503 4' BROKEN YELLOW - PAPIT
1.172
LF
9
1 2582.503 4' SOLID LINE YELLOW -PAINT
1,528
LF
10
2582.603 4' SOLID LITIE WHITE - PAINT
84.996
LF
11
2582.503 4' BROKEN LONE WHITE -PAINT
969
LF
12
2582.503 24' SOLD LIIJE WHITE - PAINT
781
LF
13
2582.603 24' SOLID LINE YELLOW-PAJ14T
1.335
LF
14
2582.518 PAVEMENT MESSAGE ARROW -PAINT155
m
EACH
15
2582.518 CROSSWALK MARKING (M BLOCKS -PAINT
2.880
SF
REFERENCE NOTES:
RECYCLED SEAL COAT AGGREGATE SHALL BE SCREENED
PRIOR TO BEING USED. STOCKPILE IS LOCATED AT
OTSEGO CITY HALL (13400 90TH STREET NE).
Q STRIPING REMOVAL SHALL BE DONE PER MNDOT 2102.
03 ROADWAY STRIPING AT THESE LOCATIONS SHALL WAIT
UNTIL THEIR RESPECTIVE CONSTRUCTION PROJECTS ARE
COMPLETED.
® DO NOT RESTRIPE PARKING STALLS ALONG PARSON
AVENUE
GENERAL NOTES:
A. SEAL COAT AGGREGATE SHALL BE FA -2 CLASS A �" TRAP ROCK.
B. BITUMINOUS MATERIAL FOR FOG SEAL SHALL BE CSS -1H AT AN APPLICATION RATE OF 0.10
GAL/SY (DILUTED) AS SUPPLIED BY THE REFINERY (NO WATER TO BE ADDED IN THE FIELD),
C. CONTRACTOR IS RESPONSIBLE FOR PLACING TABS FOR THE EXISTING PAVEMENT MARKINGS IN
AREAS THAT WILL BE COVERED BY THE SEAL COAT OR FOG—SEAL.
D. PAVEMENT ARROWS (LT, RT, THRU) WILL BE PAID 1 EACH, COMBO PAVEMENT ARROWS
(LT—THRU, RT—THRU, LT—THRU—RT) WILL BE PAID PER ARROW I.E. 2 OR 3 EACH.
E. ENGINEER MAY ADJUST THE QUANTITY OF WORK TO MORE CLOSELY MATCH THE OWNERS
BUDGET AMOUNT BUT MAY NOT EXCEED 25% ADJUSTMENT UP OR DOWN WITH NO CHANGE IN
BID PRICES.
BASIS OF ESTIMATED QUANTITIES
h
SEAL COATAGGREGATE-NEW ROCK
20 lbs/yd'
SEAL COATAGGREGATE -RECYCLED ROCK
21 lbs/yd'
z
12 tons/yds
MIRCO-SURFACING SCRATCH COURSE - TYPE 2 AGGREGATE
15 Ibs/d'
MIRCO-SURFACING SURFACE COURSE - TYPE 2 AGGREGATE
a
BITUMINOUS MATERIAL FOR SEAL COAT -NEW ROCK
0.21 gaVyd2
BDUMIHOUS MATERIAL FOR SEAL COAT - RECYCLED ROCK
0.23 aV da
BITUMINOUS MATERIAL FOR FOG SEAL (DILUTED)
0.10 gatlydr
BffUh11N0US IAATERAL FOR MIRCO-SURFACIfJG (SCRATCH a SURFACE MATERIAL
31 galAon
BITUf.DNOUS r.1ATERIAL FOR MIRCO-SURFACING
�
f..
z
CITY OF OTSEGOw
z
4
IL
a
SUMMARYFOR
'w
IL
3
a
2019 STRIPING REMOVALS
k'
°
kl
Prepared: December 26, 2018
0
3
N
W
Z
W
Z
Z
J
J
m
'j
O
O
D-4
N
0
N
O
N
t
STREETNAME LOCATION SUBDIVISION NAME
a
a
N
N
80th St NE 510'West of Maciver Ave to Maciver Ave NE
2,004
201
Mac Ave NE 220' North of 78th Street NE to 80th Street NE 1
960
1 950
13
Total
2,964
1 960
1 201
1 13
BASIS OF ESTIMATED QUANTITIES
SEAL COATAGGREGATE-NEW ROCK
20 lbs/yd'
SEAL COATAGGREGATE -RECYCLED ROCK
21 lbs/yd'
SEAL COATAGGREGATE
12 tons/yds
MIRCO-SURFACING SCRATCH COURSE - TYPE 2 AGGREGATE
15 Ibs/d'
MIRCO-SURFACING SURFACE COURSE - TYPE 2 AGGREGATE
15 Ibslydr
BITUMINOUS MATERIAL FOR SEAL COAT -NEW ROCK
0.21 gaVyd2
BDUMIHOUS MATERIAL FOR SEAL COAT - RECYCLED ROCK
0.23 aV da
BITUMINOUS MATERIAL FOR FOG SEAL (DILUTED)
0.10 gatlydr
BffUh11N0US IAATERAL FOR MIRCO-SURFACIfJG (SCRATCH a SURFACE MATERIAL
31 galAon
BITUf.DNOUS r.1ATERIAL FOR MIRCO-SURFACING
13% Emulsion
DATE REVISION I hereby certify that this plan, specification, or report was P_B�TT
: ( SHEET
prepared y me or under my alrect neersup—Isionuncle and thatL _- _--_------ 9 y TY OF 2019 STREET MAINTENANCE PROJECT 2
of a duly Licensed Professional Engineer under the laws — — Ot§ego
at thestare Mianea Civil En Ineers and Land Surve ors of
a anson Anderson
3601 Thurston Ave., Anoka, Minnesota 55303 CITY PROJECT NO. 19-01
S 763-427 5860 FAX 763-427 0520 CITY OF OTSEGO, MINNESOTA 29www.hakanson—anderson.com MINNESOTADofa 1/9/19 IJKLMOMWN� Lic. No. 45850L SHEETS
(SMP)
LINED PEDESTRIAN CROSSING DETAIL
PEDESTRIAN PAVEMENT MARKING DETAIL
(PERPENDICULAR INTERSECTION)
PAVEMENT
MARKING
CROSSWALK DETAIL
PEDESTRIAN PAVEMENT MARKING DETAIL
(PERPENDICULAR INTERSECTION)
LANE PAVEMENT
MARKING VEHICLE LANE
I
EDGE OF VEHICLE LANE
--SPACED TO AVOID WHEEL PATHS
LANE
3 FT. VEHICLE LANE
�-6 FT.--]
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
CURB
N
La
>
WHITE
0
N
DOUBLE
YELLOW
0
N
WHITE
01w
CURB
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.
TURN LANE DETAIL
STOP BAR
VARIES VARIES
VARIES
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.
I
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
SEAL COAT/FOG SEAL RADII DETAIL
i rereDy coniq mar mis plan, s ecnica on, or re on was tLARgll'T - -- zi
prepared by me or under my direct supervision and that I BML- --- --.. Hakanson Anderson CITY OF 2019 STREET MAINTENANCE PROJECT Lcensed rotesslonal Engineer under the lows - � , ��� O tnCivil Engineers and Land SurveyorsCP3601 Thurston Ave., Anoka, Minnesota 55303 CITY PROJECT N0. NESO.�.763-427-5860 FAX 763-427-0520CITY OF OTSEGO, MINNESOTAbNLNvlAS0N, P.L. Date Llc. No. 45850 BMLwww.hakanson—anderson.com MINNESOTA
OT387-2019
(SMP)
I
12.0' DRIVINC
CL ROADWAI
I
12.0' DRIVINC
I
6.0OR
10.0'
CROSSWALK DETAIL
PEDESTRIAN PAVEMENT MARKING DETAIL
(PERPENDICULAR INTERSECTION)
LANE PAVEMENT
MARKING VEHICLE LANE
I
EDGE OF VEHICLE LANE
--SPACED TO AVOID WHEEL PATHS
LANE
3 FT. VEHICLE LANE
�-6 FT.--]
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
CURB
N
La
>
WHITE
0
N
DOUBLE
YELLOW
0
N
WHITE
01w
CURB
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.
TURN LANE DETAIL
STOP BAR
VARIES VARIES
VARIES
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.
I
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
SEAL COAT/FOG SEAL RADII DETAIL
i rereDy coniq mar mis plan, s ecnica on, or re on was tLARgll'T - -- zi
prepared by me or under my direct supervision and that I BML- --- --.. Hakanson Anderson CITY OF 2019 STREET MAINTENANCE PROJECT Lcensed rotesslonal Engineer under the lows - � , ��� O tnCivil Engineers and Land SurveyorsCP3601 Thurston Ave., Anoka, Minnesota 55303 CITY PROJECT N0. NESO.�.763-427-5860 FAX 763-427-0520CITY OF OTSEGO, MINNESOTAbNLNvlAS0N, P.L. Date Llc. No. 45850 BMLwww.hakanson—anderson.com MINNESOTA
OT387-2019
(SMP)
2019 STREET MAINTENANCE
Y OF
F Z W } Z J ❑ w ❑ = O Z w K
Z D 0 O
d= W Z= z Q= O Z= 7 C7
Feet W + E° D < a a o a
0 3,000 6,000 12,000 Er Qr
S
SND FOG SEAL
V LY
DATA REVISION
I herely oerti/y that this plan, speafication, or report leas
prepared bymeorundermydiredsupollsionandthetl
am a duly Licensed Professional Engineer under the lalvs
o7 the State o/Minnesota.
BRENTLARSON, P.E.10
De. 1-11 - No. Is.
�SIGNEO BY:
BML
H �canGjln Civil Engineers and Land Surveyors
1 ►. Jv 3601 Thurston Ave., Anoka, Minnesota 55303
J�j'� 763-427-5860 FAX 763-427-0520
Anderson � rvww.haa-inc.com
2019 OTSEGO STREET
MAINTENANCE PROJECT
PLAN SHEET
CITY OF OTSEGO
SHEET
4
or
29
SHEETS
1/2/2019 UPDATED REVISIONS
oRAwN By.
SFh9
cHEClu=oer:
BML