V.2. Approve Final Plans and Order Bids for the 2016 Street and Utility Improvements, City Project 2015-10; Stanley (CR2015-152)
December 15, 2015 Council Report 2015-152
APPROVE FINAL PLANS AND ORDER BIDS
2016 STREET AND UTILITY IMPROVEMENTS
CITY PROJECT 2015-10
Proposed Action
Staff recommends the following motion: adopt Resolution 2015-097, Resolution Approving Plans and
Specifications and Authorizing Advertisement for Bids, 2016 Street and Utility Improvements, City Project
2015-10.
This action continues an assessable project for street and utility improvements.
Overview
At its October 7, 2015 meeting, the Hopkins City Council conducted a public hearing concerning the street
and utility improvements proposed for the 2016 Street and Utility Improvement Project. Council directed the
project to proceed and authorized the preparation of final plans and specifications. The final plans are
substantially complete, staff now asks the council to approve these plans and authorize advertisement for
bids.
Primary Issues to Consider
Scope of Improvements
Public Input
Estimated Costs and Funding
Project Schedule
Staff Recommendation
Supporting Information
Engineer’s Estimate
Final Plans (full set available upon request)
Resolution 2015-097
_________________________________
Nate Stanley, P.E., City Engineer
Financial Impact: $4,757,000 Budgeted: Y/N _Y_ Source: _PIR, SA, Water, Sanitary, Storm
Related Documents (CIP, ERP, etc.): CIP _ Notes: _________________________________________
Council Report 2015-152
Page 2
ANALYSIS OF ISSUES
Scope of Improvements
This project includes reconstruction of the following streets:
th
18 Avenue North from Mainstreet to the HCRRA right-of-way
thst
19 Avenue North from Mainstreet to 1 Street North
thrd
20 Avenue North from Mainstreet to 3 Street North
stnd
21 Avenue North from south of 2 Street North to Trunk Highway 7
ndthth
2 Street North from 17 Avenue North to 20 Avenue North
rdthth
3 Street North from 17 Avenue North to 18 Avenue North
ththst
4 Street North from 19 Avenue North to 21 Avenue North
th
Alley in HCRRA right-of-way from 18 Avenue North to the east
Proposed street improvements include full reconstruction of streets and new curb and gutter throughout
the project area; width improvements are also proposed.
th
The north half of 4 Street North is within the City of Minnetonka. Staff is working with Minnetonka to
develop a reimbursement agreement for construction.
Water main is proposed to be replaced throughout the project area. All water services will be replaced
from the main to the property line unless they are copper and less than 10 years old. The 18-inch trunk
stth
water main running along 21 Avenue North and 4 Street North is not proposed for replacement.
Sanitary sewer improvements include the removal and replacement of the main, manholes and service
lines to the property line.
Proposed storm sewer improvements include removal and replacement of the storm sewer main, addition
of storm sewer inlets to reduce water ponding in the street and improvements to reduce sediment
accumulation near the Duck Pond.
Pedestrian facilities include removal and replacement of the existing sidewalk along the Avenues near
ththth
Mainstreet. New sidewalk will be added along 18, 19, and 20 Avenues from Mainstreet north to the
east/west alley. Residents were asked if additional sidewalk through the neighborhoods was desired and
the vast majority of respondents indicated no.
Public Input
A public informational meeting regarding the improvements was held on August 27, 2015. The meeting
format consisted of a presentation of the overall project scope, but focused detailed discussion on
thth
assessments. The meeting invitation was sent to all property owners from 17 Avenue to 21 Avenue
th
between Mainstreet and 4 Street North, it is estimated that 50 people attended the meeting. Most
questions at the meeting pertained to assessments and construction issues.
Council Report 2015-152
Page 3
A questionnaire was sent to all properties in the project area in advance of the neighborhood meeting, a
total of 68 responses have been received. Drainage concerns and a desire for improved street surface
were the most notable comment in the responses.
Bolton & Menk and City staff has met with individual property owners that have more significant impacts
proposed adjacent to their properties in person to discuss concerns and look at options to minimize
issues.
At the public hearing for the project held on October 20, 2015 several property owners attended to voice
questions regarding the assessment process and options for payment. Staff will be holding a public
meeting later this winter prior to adoption of the assessment roll at which a detailed explanation of the
assessment process will be presented. Information will be presented based on the questions that were
th
heard at the October 20 public hearing and property owners will be able to ask additional questions.
Estimated Costs and Funding
The estimate for this project, which includes a 10% contingency and costs for legal, administrative, and
engineering totals to $4,757,000. The costs and budget items are as follows:
Proposed
Funding
PI-PIR/General Obligation Bonds $1,200,000
Assessments 1,388,000
Storm Sewer Fund 450,000
Sanitary Sewer Fund 662,000
Water Fund 979,000
City of Minnetonka 78,000
Total $4,757,000
The current estimate is approximately $10,000 below the previous estimate. Public Works staff has
coordinated with the Finance Director to ensure the project as proposed can be funded. Staff will return
to council with an update on costs prior to contract award.
Project Schedule
Approve final plans/order bids December 15, 2015
Order Assessment Hearing February 2, 2016
Conduct Public Assessment Hearing/ March 1, 2016
Adopt Assessment Roll/ Award Contract
Council Report 2015-152
Page 4
Begin Construction April, 2016
Complete Construction October, 2016
Staff Recommendation
Staff recommends approving final plans and authorizing bids for this project with adoption of resolution
2015-097.
ENGINEER'S ESTIMATE
CITY OF HOPKINS, MN
2016 STREET & UTILITY IMPROVEMENTS
PROJECT NO. T16.110077
ESTIMATED ESTIMATED TOTAL ESTIMATED
ITEM NO.BID ITEMNOTESUNIT
UNIT PRICEQUANTITYCOST
1MOBILIZATIONLS$200,000.001.00200,000.00$
$45,000.001.0045,000.00$
2TRAFFIC CONTROLLS
3TREE TRIMMINGLS
$5,000.001.005,000.00$
4LANDSCAPE ALLOWANCELS$40,000.001.0040,000.00$
520TH AVE / HILLTOP PARK LANDSCAPINGLS$10,000.001.0010,000.00$
6EXPLORATORY EXCAVATIONHOUR$500.005628,000.00$
7CLEARINGEACH$200.006412,800.00$
8GRUBBINGEACH
$200.006412,800.00$
9REMOVE CURB & GUTTERLF$3.0013,90541,715.00$
10REMOVE CONCRETE STEPEACH
$100.00767,600.00$
11REMOVE BITUMINOUS PAVEMENT (TRAILS AND DRIVEWAYS)SY$4.001,7617,044.00$
$6.001,90411,424.00$
12REMOVE CONCRETE PAVEMENT (WALKS, DRIVEWAYS, AND ALLEYS)SY
13RECLAIM BITUMINOUS SURFACE (12" DEPTH)(2)SY
$2.5028,66071,650.00$
14SALVAGE & REINSTALL FENCE (CHAIN LINK)LF$40.001405,600.00$
15SALVAGE & REINSTALL FENCE (VINYL OR WOOD)LF$40.00401,600.00$
16SALVAGE & REINSTALL RETAINING WALLLF$50.00371,850.00$
17SALVAGE & REINSTALL SIGN (SPECIAL)EACH$500.001500.00$
18SALVAGE EXISTING PAVERSSF$5.002291,145.00$
19SAWING BITUMINOUS PAVEMENT (FULL DEPTH)LF$4.002,1688,672.00$
20SAWING CONCRETE PAVEMENT (FULL DEPTH)LF$5.001,3966,980.00$
21REMOVE SIGNEACH$50.00321,600.00$
22REMOVE CONCRETE PARKING STOPEACH$50.005250.00$
23REMOVE BOLLARDEACH$200.0081,600.00$
24FURNISH AND INSTALL BOLLARDEACH$500.0084,000.00$
25COMMON EXCAVATION (EV) (P) (1)CY$10.0016,437164,370.00$
26SUBGRADE EXCAVATION(EV)CY$15.002,66539,975.00$
27STABILIZING AGGREGATE(CV)CY$15.002,66539,975.00$
28BITUMINOUS MATERIAL FOR TACK COATGAL$4.501,3806,210.00$
29BITUMINOUS WEARING COURSE (SPWEA240C)TON$83.003,391281,453.00$
30BITUMINOUS NON-WEARING COURSE (SPNWB230C)TON$78.003,391264,498.00$
313" BITUMINOUS DRIVEWAY & PAVEMENT (SPWEA240B)(3)SY$25.001,20030,000.00$
$14.0013,595190,330.00$
32AGGREGATE BASE CLASS 5 (2)TON
$29.00651,885.00$
33AGGREGATE SURFACING CLASS 2 (DRIVEWAY, TRAIL)TON
$5.509,87054,285.00$
344" CONCRETE WALK(3)SF
$60.00653,900.00$
356" CONCRETE WALK (PEDESTRIAN RAMPS)(3)SY
$13.0016,180210,340.00$
36CONCRETE CURB & GUTTER DESIGN B618LF
$15.002003,000.00$
37CONCRETE CURB & GUTTER DESIGN D418LF
$60.001,40584,300.00$
386" CONCRETE DRIVEWAY PAVEMENT(3)SY
$70.00151,050.00$
397" CONCRETE VALLEY GUTTER(3)SY
$75.001,29096,750.00$
408" CONCRETE DRIVEWAY/ALLEY PAVEMENT(3)SY
$100.0020020,000.00$
418" CONCRETE STREET PAVEMENT(3)SY
$25.002005,000.00$
42ALLEY CONCRETE TIE BARS (NO. 4)EACH
$45.001165,220.00$
43TRUNCATED DOMESSF
$250.0023157,750.00$
44CONCRETE STEPS DESIGN SPECIAL 1(3)LF
$300.004814,400.00$
45CONCRETE STEPS DESIGN SPECIAL 2 (CONCRETE EDGER)(3)LF
$500.0042,000.00$
46SALVAGE & REINSTALL HANDRAILEACH
$10.002292,290.00$
47REINSTALL PAVERS(3)SF
$40.002309,200.00$
48MODULAR BLOCK RETAINING WALL(3)SF
49REMOVE SEWER PIPE (STORM)LF
$7.001,60011,200.00$
50REMOVE DRAINAGE STRUCTUREEACH$300.003811,400.00$
CITY OF HOPKINS, MN
2016 STREET & UTILITY IMPROVEMENTS
PROJECT NO. T16.110077
ESTIMATED ESTIMATED TOTAL ESTIMATED
ITEM NO.BID ITEMNOTESUNIT
UNIT PRICEQUANTITYCOST
5115" STORM SEWER PIPE(4)LF$35.003,000105,000.00$
5218" STORM SEWER PIPE(4)LF$38.0056221,356.00$
5321" STORM SEWER PIPE(4)LF$40.00873,480.00$
54CONNECT TO EXISTING STORM PIPEEACH$750.0064,500.00$
55CONNECT TO EXISTING DRAINAGE STRUCTUREEACH$1,000.0022,000.00$
56CONSTRUCT DRAINAGE STRUCTURE DESIGN 48 - 4020EACH$2,500.001845,000.00$
57CONSTRUCT DRAINAGE STRUCTURE DESIGN 48 - 4022EACH$2,500.00717,500.00$
58CONSTRUCT DRAINAGE STRUCTURE DESIGN 60 - 4020EACH$3,500.0027,000.00$
59CONSTRUCT DRAINAGE STRUCTURE SPECIAL 1 (24" X 36")EACH$1,500.003045,000.00$
60SAFL BAFFLESF$125.00162,000.00$
6115" FESEACH$1,000.0011,000.00$
6218" FESEACH$1,200.0011,200.00$
6321" FESEACH$1,500.0011,500.00$
64INSTALL CASTING (CATCH BASIN)EACH$750.003022,500.00$
65INSTALL CASTING (STORM MANHOLE) (SPECIAL)EACH$900.002724,300.00$
66ADJUST FRAME, RING, & CASTING (STORM, SANITARY)EACH$250.00102,500.00$
67SALVAGE CASTING (STORM, SANITARY)EACH$50.00653,250.00$
67RAISE SANITARY MANHOLEEACH$750.001750.00$
68REMOVE SANITARY MANHOLEEACH$500.00189,000.00$
69REMOVE SEWER PIPE (SANITARY)LF$8.005,29642,368.00$
$50.00201,000.00$
708" DI SANITARY SEWER PIPELF
$38.005,433206,454.00$
718" PVC SDR 35 SANITARY SEWER PIPE(4)LF
$25.005,430135,750.00$
726" PVC SDR 26 SANITARY SEWER SERVICE PIPE(4)LF
$200.0018136,200.00$
738" x 6" SDR 26 PVC SERVICE WYE(4)EACH
$250.0051,250.00$
746" PVC SANITARY SEWER CLEANOUT(4)EACH
$2,500.00410,000.00$
75CONNECT TO EXISTING SANITARY SEWER MANHOLEEACH
$1,500.0034,500.00$
76CONNECT TO EXISTING SANITARY SEWER PIPEEACH
$175.0018131,675.00$
77RECONNECT EXISTING SANITARY SEWER SERVICEEACH
$5,000.0015,000.00$
78SANITARY SEWER MAIN SPOT REPAIR(4)EACH
$45.0077010,755.00$
79LINING SEWER PIPE 8"LF
$2,500.002255,000.00$
80CONSTRUCT SANITARY SEWER MANHOLEEACH
$1,250.003240,000.00$
81INSTALL CASTING (SANITARY MANHOLE) (SPECIAL)EACH
$150.003450.00$
82ADJUST VALVE BOXEACH
83REMOVE WATER MAINLF
$5.006,40532,025.00$
84REMOVE HYRDANTEACH$350.00113,850.00$
$500.0031,500.00$
85REMOVE & REPLACE CORPORATION STOPEACH
$175.0018332,025.00$
861" CORPORATION STOPEACH
$250.0018345,750.00$
871" CURB STOP & BOXEACH
$200.0018336,600.00$
88CONNECT TO EXISTING WATER SERVICEEACH
$150.00152,250.00$
89FORD TYPE A-1 CURB STOP COVERSEACH
$275.0015843,450.00$
90TEMPORARY WATER SERVICEEACH
$1,400.001216,800.00$
916" GATE VALVE W/ BOXEACH
$1,800.002850,400.00$
928" GATE VALVE & BOXEACH
$6,000.0016,000.00$
9318" BUTTERFLY VALVE W/ BOXEACH
$3,500.001242,000.00$
94HYDRANTEACH
$25.005,500137,500.00$
951" TYPE K COPPER WATER SERVICE PIPE(4)LF
$40.002008,000.00$
966" WATER MAIN DUCTILE IRON CL 52LF
$45.006,325284,625.00$
978" WATER MAIN DUCTILE IRON CL 52LF
$95.00151,425.00$
9818" WATER MAIN DUCTILE IRON CL 52LF
$90.0072565,250.00$
998" WATER MAIN (TRENCHLESS)(5)LF
$2.50320800.00$
1004" POLYSTYRENE INSULATIONSF
CITY OF HOPKINS, MN
2016 STREET & UTILITY IMPROVEMENTS
PROJECT NO. T16.110077
ESTIMATED ESTIMATED TOTAL ESTIMATED
ITEM NO.BID ITEMNOTESUNIT
UNIT PRICEQUANTITYCOST
101DUCTILE IRON FITTINGSPOUND$10.004,64046,400.00$
102CONNECT TO EXISTING WATER MAINEACH$1,250.001417,500.00$
10318"X6" WET TAPEACH$5,000.0015,000.00$
10416" INSERT-A-VALVE (LIVE CUT IN)EACH$15,000.00115,000.00$
105LOWER HYDRANTEACH$1,000.0011,000.00$
106HYDRANT EXTENSIONEACH$500.001500.00$
107DECIDUOUS TREE 2" CAL B & B (HACKBERRY)TREE$400.0083,200.00$
108DECIDUOUS TREE 2" CAL B & B (HONEY LOCUST)TREE$400.0083,200.00$
109DECIDUOUS TREE 2" CAL B & B (LITTLE LEAF LINDEN)TREE$400.0083,200.00$
110DECIDUOUS TREE 2" CAL B & B (SWAMP WHITE OAK)TREE$400.0083,200.00$
111DECIDUOUS TREE 2" CAL B & B (SUGAR MAPLE)TREE$400.0083,200.00$
112DECIDUOUS TREE 2" CAL B & B PARKWAY NORWAY MAPLE)TREE$400.0083,200.00$
113DECIDUOUS TREE 2" CAL B & B (CATHEDRAL ELM)TREE$400.0083,200.00$
114DECIDUOUS TREE 2" CAL B & B (RED OAK)TREE$400.0083,200.00$
115SHREDDED HARDWOOD MULCH (MATCH EXISTING)(LV)CY$25.005125.00$
116LAWN TYPE SODSY$5.0017,70088,500.00$
117HYDROMULCH & SEED MIX 270SY$1.50440660.00$
118CATEGORY 3 EROSION CONCTROL BLANKET & SEED MIX 270SY$1.50270405.00$
119TOPSOIL BORROW (SPECIAL)(LV)CY$30.001,98059,400.00$
120STORM DRAIN INLET PROTECTIONEACH$150.00436,450.00$
121STREET SWEEPER WITH OPERATIONHOUR$150.008012,000.00$
122SILT FENCELF$2.001,0202,040.00$
123BIOROLLLF$2.005201,040.00$
124SIGN PANELS TYPE CSQ FT$65.0016110,465.00$
125SIGN PANELS TYPE DSQ FT$65.00885,720.00$
126TRAFFIC SIGN POST & FOUNDATIONEACH$200.00387,600.00$
127SALVAGE AND REINSTALL SIGNEACH$150.006900.00$
128TYPE III BARRACADEEACH$500.0021,000.00$
1294" SOLID LINE YELLOW - PAINTLF$1.00120120.00$
1304" SOLID LINE WHITE - PAINTLF$1.00390390.00$
1314" DOUBLE SOLID YELLOW - PAINTLF$2.00100200.00$
132PAVEMENT MESSAGE (HANDICAP SYMBOL) - LATEXEACH$200.002400.00$
133ZEBRA CROSSWALK BLOCK - WHITE LATEXEACH
$100.00101,000.00$
TOTAL ESTIMATED CONSTRUCTION COST
$ 4,156,514.00
NOTES:
(1) ESTIMATED QUANTITY INCLUDES VOLUME OF RECLAIMED MATERIAL FOR REUSE.
SALVAGED RECLAIM MATERIAL SUITABLE FOR REUSED MAY BE SUBSTITUTED FOR USE AND PAYMENT AS AGGREGATE BASE CLASS 5, SEE
(2)
SPECIFICATIONS
(3) FURNISHING AND INSTALLING REQUIRED AGGREGATE BASE FOR THIS ITEM SHALL BE INCIDENTAL AND INCLUDED IN THE UNIT PRICE BID
EXCAVATION AND DISPOSAL OF MATERIAL FOR, FURNISHING, AND INSTALLING REQUIRED BEDDING & ENCASEMENT MATERIAL SHALL BE
(4)
INCIDENTAL AND INCLUDED IN THE UNIT PRICE BID
SEE SPECIFICATIONS FOR TRENCHLESS METHODS. REMOVAL, ABANDONMENT, OR OTHER ELIMINATION OF THE EXISTING MAIN TO THE
(5)
OWNERS SATISFACTION SHALL BE INCIDENTAL
(EV)MEASURED AS EXCAVATED VOLUME
(CV)MEASURED COMPACTED VOLMUE
(LV)MEASURED AS LOOSE VOLUME
(P)MEASURED AS PLANNED QUANTITY
REINSTALL 26 LF
26 18TH AVE N
20 18TH AVE N
RETAINING WALL
30 18TH AVE N
10 18TH AVE N
14 18TH AVE N
34 18TH AVE N
38 18TH AVE N
42 18TH AVE N
18TH AVE N
6 18TH AVE N16
STA 105+20' TO 105+60'
1801 MAINSTREET
TRANSITION FROM 2%
TO 3% LEFT CROSS SLOPE
STA 101+40' TO 101+55'
CONSTRUCT 12
CONSTRUCT 20
TRANSITION FROM 1%
LF CONC STEP
LF CONC STEP
REINSTALL 20 LF
TO 2% LEFT CROSS SLOPE
FENCE
99+80100+00101+00103+00104+00
105+00106+00
102+00
7'
6'
1721 MAINSTREET
STA 100+20.66'
37 18TH AVE N
31 18TH AVE N
T
BEGIN 1% LEFT CROSS SLOPE
23 18TH AVE N
13 18TH AVE N
43 18TH AVE N
E
29 18TH AVE N
BEGIN 3% RIGHT CROSS SLOPE
7 18TH AVE N
E
R
T
45 18TH AVE N
S
18TH AVE N
N
I
A
M
950950
VPI 102+05.00
ELEV 935.25
CURVE LEN=125.00'
E=0.64'
945945
VPI 100+70.00
EXISTING CENTERLINE PROFILE
ELEV 932.55VPI 104+75.00VPI 104+75.00
ELEV 934.61ELEV 934.61
HP 102+03.37HP 102+03.37
VPC 101+42.50ELEV 934.00
ELEV 933.93
VPT 102+67.50
CURVE LEN=80.00'ELEV 928.50ELEV 928.50
ELEV 933.35
VPT 101+10.00
940940
E=0.06'CURVE LEN=150.00'CURVE LEN=150.00'
VPI 103+45.00ELEV 932.30
E=0.43'E=0.43'
VPC 100+30.00ELEV 931.50
ELEV 931.25
VPI 100+20.66
VPC 104+00.00VPC 104+00.00ELEV 930.69ELEV 930.69
ELEV 928.01ELEV 928.01
VPT 105+50.00VPT 105+50.00
935935
45
%%
00
..00
22
44A
--22
..
11
11
%%
--
22
..
99
22
%%
%%
33
930930
..66
22
PROPOSED CENTERLINE PROFILE
--00..66
55%%
925925
8
"
W
M
N
N
M
W
"
8
N
M
W
"
8
X
E
920920
8"
W
M
N
" SAN
8
" SAN
8
8" STM
EX
915915
931.76932.25932.71933.15933.55933.95934.30934.52934.61934.56934.39934.08933.67933.25932.83932.41931.86931.28930.69930.14929.64929.21928.84928.53928.28928.09927.95927.82927.69
930.92931.22931.90932.48933.00933.48933.86934.21934.48934.69934.83934.78934.59934.32933.96933.43932.97932.45931.89931.30930.74930.24929.79929.35929.04928.65928.41928.21928.03927.90927.72
910910
100+00101+00102+00103+00104+00105+00106+00
HOPKINS, MINNESOTA
DESIGNED
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
SHEET
REV.BYDATE
02005
4010
NJA/CLB/MRB
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
HORZ.VERT.
C601
2016 STREET & UTILITY IMPROVEMENTS
DRAWN
SCALEFEETSCALEFEETLRS
MANKATO, MN FAIRMONT, MN SLEEPY EYE, MN BURNSVILLE, MN WILLMAR, MN
STREET & STORM - PLAN & PROFILE
CHASKA, MN RAMSEY, MN MAPLEWOOD, MN BAXTER, MN ROCHESTER, MN
MIKE J. WALTMAN, P.E.
CHECKED
c
Bolton & Menk, Inc. 2015, All Rights Reserved
AMES, IA SPENCER, IA DES MOINES, IA FARGO, ND
18TH AVENUE N
4869612/07/2015MJW
\\\\metrosouth1\\h\\HOPK\\t16110077\\CAD\\C3D\\Plans\\110077PP-STRTSTRM-18TH.dwg 12/9/2015 11:20:24 AM
LIC. NO.DATE
118 18TH AVE N
128 18TH AVE N
124 18TH AVE
N
106 18TH AVE N
142 18TH AVE N
122 18TH AVE
N
42 18TH AVE N
110 18TH AVE N
112 18TH AVE N
102 18TH AVE N
138 18TH AVE N
114 18TH AVE N
CONSTRUCT 9 LF
1 EA CONNECT TO EXISTING
CONSTRUCT 6 LF
CONC STEP
STORM PIPE
CONC STEP
PI 106+69.13
106+00
107+00
109+00
110+00
111+00
108+00
112+00
CONSTRUCT 3 LF
1 EA CONNECT TO EXISTING
CONC STEP
STA 106+35'
DRAINAGE STRUCTURE
END 3% CROWN,
CONSTRUCT 3
LF
CONC STEP
SEE INT DTL
STA 107+00'
CONSTRUCT 12
STA 108+80' TO 109+20',
BEGIN 2% CROWNLF CONC STEP
TRANSITION 2% TO 3%
CROWN
105 18TH AVE N
N
101 18TH AVE
N
45 18TH AVE N117 18TH AVE N
137 18TH AVE N
129 18TH AVE N
115 18TH AVE N
125 18TH AVE N
T
121 18TH AVE
N
18TH AVE N
133 18TH AVE
N
113 18TH AVE N
S
T
S
1
VPI 109+00.00VPI 109+00.00
ELEV 932.40ELEV 932.40
945945
CURVE LEN=100.00'CURVE LEN=100.00'
E=0.21'E=0.21'
8-18
106+58.17-16.72' R
R=927.51
940940
ELEV 932.65ELEV 932.65
VPT 109+50.00VPT 109+50.00
2-18
I=923.68 (15") E
8A-18
110+67.17-10.63' R
ELEV 931.31ELEV 931.31
VPC 108+50.00VPC 108+50.00
I=923.78 (15") S
106+31.03-16.67' R
R=932.92
I=923.78 (15") N
R=926.86
I=926.93 (15") N
I=924.02 (15") W
I=923.68 (18") W
I=926.83 (15") S
I=923.92 (15") N
VPI 106+70.00VPI 106+70.00ELEV 927.89ELEV 927.89
935935
ELEV 927.73ELEV 927.738C-18
VPI 106+86.00VPI 106+86.00
VPI 106+31.03VPI 106+31.03ELEV 927.49ELEV 927.49I=928.80 (15") W
1-18
107+08.86-16.80' R
107+90.59-11.61' RI=928.80 (15") E
47
R=927.75
R=929.78
I=924.67 (15") W
..5500%%
00
I=925.45 (15") N
I=924.94 (15") N
I=925.35 (15") S
I=924.84 (15") S
930930
%%
88
..11
22
46
0%
0.5
@
" STM
15
49LF
2
--110%
..00 0.5
00TM @
%% 15" S
77LF
55%%2
..00
11
0%
0.5
TM @
5" S
2LF 1
8
925925
N
" WM
8
N
M
" W
8
51' 15" STM @ 2.09%
N
" SA
8
27' 15" STM @ 0.50%
920920
N
" SA
8
915915
910910
927.69927.56927.58927.79927.79928.04928.47928.91929.35929.78930.22930.66931.09931.52931.89932.19932.42932.59932.70932.80932.90933.00933.10933.20933.30933.40933.50933.60933.70933.80933.90
927.72927.59927.61927.79927.89927.87928.40928.92929.41929.89930.34930.79931.26931.70932.14932.45932.65932.79932.86932.88932.92933.00933.05933.18933.35933.54933.67933.74933.77933.84933.94
905905
106+00107+00108+00109+00110+00111+00112+00
HOPKINS, MINNESOTA
DESIGNED
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
SHEET
REV.BYDATE
02005
4010
NJA/CLB/MRB
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
HORZ.VERT.
C602
2016 STREET & UTILITY IMPROVEMENTS
DRAWN
SCALEFEETSCALEFEETLRS
MANKATO, MN FAIRMONT, MN SLEEPY EYE, MN BURNSVILLE, MN WILLMAR, MN
STREET & STORM - PLAN & PROFILE
CHASKA, MN RAMSEY, MN MAPLEWOOD, MN BAXTER, MN ROCHESTER, MN
MIKE J. WALTMAN, P.E.
CHECKED
c
Bolton & Menk, Inc. 2015, All Rights Reserved
AMES, IA SPENCER, IA DES MOINES, IA FARGO, ND
18TH AVENUE N
4869612/07/2015MJW
\\\\metrosouth1\\h\\HOPK\\t16110077\\CAD\\C3D\\Plans\\110077PP-STRTSTRM-18TH.dwg 12/9/2015 11:20:41 AM
LIC. NO.DATE
2
0
0
1
8
T
H
AE N
TH AV
34 18
2
N
AVE
8TH
30 1
2
V
E
14
2
18
TH
AV
E
N
N
AVE
8TH
44 1
2
N
AVE
8TH
38 1
2
E N
TH AV
26 18
2
N
13
8
18
TH
AV
E
NE N
TH AV
10 18
2
E N
TH AVE N
16 18TH AV
222 18
2
E N
TH AV
02 18
2
1 EA CONNECT TO
STA 113+80' TO
EXISTING STORM PIPE
114+20', TRANSITION
FROM 3% TO 2% CROWN
9
0
.
8
3
+
3
1
1
I
P
8+00
11
11
2+7+00
0011
6+00
11
5+00
11
11
3+
00
4+00
11
CONSTRUCT 3
LF
CONC STEP
1 EA CONNECT TO
EXISTING STORM PIPE
1
E N
TH AV
45 18
2
E N
4TH AV
41 18
2
N
3
E N
TH AV
17 18
2
T
E N
TH AV
127 18
E N2
TH AV
E N23 18
TH AV2
11 18
2
E N
TH AV
21 18
2
8
S
T
E N
TH AV
1407 18
1 2
18
TH
AV
E
13 N
7
18
TH
AVH
E
N
E N
TH AV
05 18
2 18TH AVE N
D
A
V
N
E
2
N
VPI 118+10.00VPI 118+10.00
ELEV 943.55ELEV 943.55
955955
CURVE LEN=200.00'CURVE LEN=200.00'
VPI 115+40.00VPI 115+40.00
E=0.38'E=0.38'
ELEV 939.70ELEV 939.70
CURVE LEN=100.00'CURVE LEN=100.00'
E=0.30'E=0.30'
950950
VPC 117+10.00VPC 117+10.00ELEV 941.80ELEV 941.80
VPI 114+00.00VPI 114+00.00
3-18
5-18
ELEV 940.75ELEV 940.75
VPI 116+50.00VPI 116+50.00
ELEV 935.00ELEV 935.00
113+15.71-11.27' R
VPT 115+90.00VPT 115+90.00ELEV 940.18ELEV 940.18
116+66.14-11.50' R
CURVE LEN=50.00'CURVE LEN=50.00'
R=934.15
R=940.80
I=930.65 (15") N
E=0.14'E=0.14'
I=934.00 (15") N
VPC 114+90.00VPC 114+90.00ELEV 938.02ELEV 938.02
945945
I=928.17 (15") S
I=933.90 (15") S
I=928.27 (15") E
VPT 114+24.99VPT 114+24.99ELEV 935.84ELEV 935.84
I=928.27 (15") W
ELEV 934.75ELEV 934.75
VPI 113+38.00VPI 113+38.00ELEV 934.71ELEV 934.71
VPC 113+74.99VPC 113+74.99
VPI 113+60.00VPI 113+60.00ELEV 934.53ELEV 934.53
49
VPI 112+60.00VPI 112+60.00ELEV 934.20ELEV 934.20
ELEV 933.99ELEV 933.99
VPI 113+00.00VPI 113+00.00
940940
%%
55
77
..
11
55%%
..99
00
%%
66
33
..
4833
935935
--11
..0000%%
%%1188
..
11
%%
00
00
..
22
--00..5533%%
3%
.9
0
@
TM
S
5"
1
LF
51
3
N
M
W
"
8
930930
N
M
W
"
8
N
M
" W
8
925925
N
A
S
"
8
920920
933.90934.00934.10934.20934.10933.99934.39934.73934.53934.77935.14935.68936.34937.01937.69938.35938.92939.40939.78940.07940.27940.46940.65940.92941.28941.62941.97942.29942.58942.84943.07
933.94934.07934.11934.15934.08934.14934.33934.63934.75935.14935.58936.08936.58937.23937.85938.45938.96939.36939.79940.18940.46940.69940.97941.20941.52941.84942.10942.39942.65942.95943.19
915915
112+00113+00114+00115+00116+00117+00118+00
HOPKINS, MINNESOTA
DESIGNED
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
SHEET
REV.BYDATE
02005
4010
NJA/CLB/MRB
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
HORZ.VERT.
C603
2016 STREET & UTILITY IMPROVEMENTS
DRAWN
SCALEFEETSCALEFEETLRS
MANKATO, MN FAIRMONT, MN SLEEPY EYE, MN BURNSVILLE, MN WILLMAR, MN
STREET & STORM - PLAN & PROFILE
CHASKA, MN RAMSEY, MN MAPLEWOOD, MN BAXTER, MN ROCHESTER, MN
MIKE J. WALTMAN, P.E.
CHECKED
c
Bolton & Menk, Inc. 2015, All Rights Reserved
AMES, IA SPENCER, IA DES MOINES, IA FARGO, ND
18TH AVENUE N
4869612/07/2015MJW
\\\\metrosouth1\\h\\HOPK\\t16110077\\CAD\\C3D\\Plans\\110077PP-STRTSTRM-18TH.dwg 12/9/2015 11:20:58 AM
LIC. NO.DATE
AVE N
4 18TH
25
332 18TH AVE N
300 18TH AVE N
AVE N
4 18TH 342 18TH AVE N
24
AVE N
0 18TH
25
322 18TH AVE N
336 18TH AVE N
314 18TH AVE N
PI 119+50.80
7
1
.
6
1
+
0
2
1
I
P
119+00
124+00
123+00
122+00
121+00
8+00
11
12
0+
00
CONSTRUCT 9 LF
CONC STEP
313 18TH AVE N
331 18TH AVE N
341 18TH AVE N
337 18TH AVE N
325 18TH AVE N
AVE N
5 18TH 319 18TH AVE N
24
307 18TH AVE N
AVE N
1 18TH
24
N
AVE N
1 18TH
25
2
5
301 18TH AVE
N
T
7
S
18TH AVE N
1
8
T
D
H
R
A
3
V
E
N
965965
VPI 123+50.00
VPI 121+80.00
ELEV 952.75
ELEV 950.84
CURVE LEN=200.00'
CURVE LEN=80.00'
960960
E=0.11'
E=0.29'
ELEV 951.63
VPC 122+50.00
ELEV 951.29
VPI 120+15.00VPI 120+15.00VPT 122+20.00
VPI 118+10.00
7-18
ELEV 944.25ELEV 944.25
6-18
119+95.35-12.17' R
ELEV 943.55
119+65.16-10.98' R
CURVE LEN=50.00'CURVE LEN=50.00'VPC 121+40.00ELEV 949.23
R=944.08
CURVE LEN=200.00'
R=944.41
E=0.33'E=0.33'
955955
I=940.00 (15") NW
E=0.38'
I=939.10 (15") N
I=940.00 (15") E
ELEV 946.61ELEV 946.61
VPI 120+75.00VPI 120+75.00
I=939.00 (15") S
I=939.90 (15") S
51
I=939.20 (15") E
ELEV 945.23ELEV 945.23
VPT 120+40.00VPT 120+40.00
VPI 119+80.00VPI 119+80.00ELEV 944.70ELEV 944.70
VPC 119+90.00VPC 119+90.00ELEV 944.57ELEV 944.57
LP 120+02.34LP 120+02.34ELEV 944.49ELEV 944.49
I=939.20 (15") W
ELEV 943.79VPI 119+15.00VPI 119+15.00ELEV 943.80ELEV 943.80
VPT 119+10.00
ELEV 943.65ELEV 943.65
VPI 119+45.00VPI 119+45.00
22%%
..11
11
950950
%%
44
00
..
44
945945
50
%%
33
99
..
33
N
M
" W
8
--11
..22
99
%%
%%
00
00
..
33
..2244%%
00
--00..5500%%
N
A
S
"
8
940940
N
M
W
"
8
%
7
6
.
1
@
M
T
S
"
5
1
F
L
930' 15" STM @ 2.65%
9
2
935935
N
M
" W
8
N
A
S
"
8
930930
N
A
S
"
8
943.19943.43943.56943.69943.86944.05944.18944.20944.32944.45944.72945.23945.94946.60947.32948.01948.78949.41950.06950.66951.13951.43951.64951.93952.21952.47952.67952.84952.95953.18953.35
943.19943.43943.56943.69943.86944.05944.18944.20944.32944.45944.72945.23945.94946.60947.32948.01948.78949.41950.06950.66951.13951.43951.64951.93952.21952.47952.67952.84952.95953.18953.35
925925
118+00119+00120+00121+00122+00123+00124+00
HOPKINS, MINNESOTA
DESIGNED
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
SHEET
REV.BYDATE
02005
4010
NJA/CLB/MRB
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
HORZ.VERT.
C604
2016 STREET & UTILITY IMPROVEMENTS
DRAWN
SCALEFEETSCALEFEETLRS
MANKATO, MN FAIRMONT, MN SLEEPY EYE, MN BURNSVILLE, MN WILLMAR, MN
STREET & STORM - PLAN & PROFILE
CHASKA, MN RAMSEY, MN MAPLEWOOD, MN BAXTER, MN ROCHESTER, MN
MIKE J. WALTMAN, P.E.
CHECKED
c
Bolton & Menk, Inc. 2015, All Rights Reserved
AMES, IA SPENCER, IA DES MOINES, IA FARGO, ND
18TH AVENUE N
4869612/07/2015MJW
\\\\metrosouth1\\h\\HOPK\\t16110077\\CAD\\C3D\\Plans\\110077PP-STRTSTRM-18TH.dwg 12/9/2015 11:21:16 AM
LIC. NO.DATE
350 18TH AVE N
342 18TH AVE N
PROTECT EXISTING FENCE
1
2
0
5
6
+3
.
7
0
7
13'
.
0
5
0REPLACE BOLLARDS
5
+
13'
5
8
.
0
9
10'
5P +
6
+C
T
1
5
5
.
2
P
0
1C
9
+
P
6P
3
O
+3
E
.
5
8
2
1
1
A
1+
00
0+00
3
L
P
0
L
.
B
BOP 0+00.002
O
O
1
E
2
+
125+70
125+00
124+00P+
2
0
T
0
0
2
P
5
+
.
0
2
2
0
+
.
2
0
P
0
O
W
E
2
0
+
O
0
D
2
BARRICADE TYPE III+E
H
S
0
3
R
1
2
5
A
+
0
0
N
R
0+33.81 C
PC
E
V
C
A
H
H
T
S
8
H
1
E
D1
4
N
3
E
V
P
A
T
0
+
5 H
N
7
T
.
6
341 18TH AVE N 0
8
337 18TH AVE N
E
1
V
A
0
5
H
3
T
8
1
ALLEY
18TH AVE N
7
3
0
0
3
+
1
1
2
4
N
+
0
E
0
V
A
H
970970970970
T
8
1
2
4
VPI 123+50.00VPI 123+50.00
3
ELEV 952.75ELEV 952.75
CURVE LEN=200.00'CURVE LEN=200.00'
965965965965
E=0.11'E=0.11'
VPI 125+07.25VPI 125+07.25
ELEV 953.84ELEV 953.84VPI 0+00.00VPI 0+00.00ELEV 953.82ELEV 953.82
VPI 0+16.67VPI 0+16.67ELEV 953.53ELEV 953.53
VPI 0+14.50VPI 0+14.50ELEV 953.53ELEV 953.53
VPT 124+50.00VPT 124+50.00ELEV 953.44ELEV 953.44
960960960960
VPI 0+38.70VPI 0+38.70ELEV 951.48ELEV 951.48
VPI 1+24.14VPI 1+24.14ELEV 950.96ELEV 950.96
VPI 1+78.59VPI 1+78.59
ELEV 950.26ELEV 950.26
VPI 2+02.83VPI 2+02.83
ELEV 949.57ELEV 949.57
955955955955
52
--22
..
00
%%00
..6699%%
00
--00..2233%%
--
99
..
22
77
%%
950950950950
--00..66
22%%
--11
..22
77
%%
--
22
..
88
44
%%
945945945945
N
" WM
8
940940940940
935935935935
953.07953.23953.37953.51953.65953.79953.90953.27951.90951.34951.19951.10951.00950.78950.46950.23949.78
953.35953.51953.65953.78953.81953.84954.25952.16953.69953.90953.27951.90951.34951.19951.10951.00950.78950.46950.23949.78
930930930930
124+00125+00126+00126+600+001+002+002+40
HOPKINS, MINNESOTA
DESIGNED
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
SHEET
REV.BYDATE
02005
4010
NJA/CLB/MRB
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
HORZ.VERT.
C605
2016 STREET & UTILITY IMPROVEMENTS
DRAWN
SCALEFEETSCALEFEETLRS
MANKATO, MN FAIRMONT, MN SLEEPY EYE, MN BURNSVILLE, MN WILLMAR, MN
STREET & STORM - PLAN & PROFILE
CHASKA, MN RAMSEY, MN MAPLEWOOD, MN BAXTER, MN ROCHESTER, MN
MIKE J. WALTMAN, P.E.
CHECKED
c
Bolton & Menk, Inc. 2015, All Rights Reserved
AMES, IA SPENCER, IA DES MOINES, IA FARGO, ND
18TH AVENUE N & ALLEY
4869612/07/2015MJW
\\\\metrosouth1\\h\\HOPK\\t16110077\\CAD\\C3D\\Plans\\110077PP-STRTSTRM-18TH.dwg 12/9/2015 11:21:49 AM
LIC. NO.DATE
14 19TH AVE N
20 19TH AVE N
16 19TH AVE N
1901 MAINSTREET
44 19TH AVE N
36 19TH AVE N
8 19TH AVE N
28 19TH AVE N30 19TH AVE N
1901 1/2 19TH AVE N
REINSTALL
15 LF FENCE
206+00
203+00204+00
201+00202+00
199+80
5+00
20
0+00
20
T
CONSTRUCT 3 LF
E
REINSTALL
CONSTRUCT 3 LF
CONC STEP
E
15 LF FENCE
REINSTALL
CONC STEP
R
15 LF FENCE
T
S DRIVEWAY SHALL NOT
41 19TH AVE N
BE REINSTALLED
25 19TH AVE N
N
I
45 19TH AVE N
A
33 19TH AVE N
37 19TH AVE N
21 19TH AVE N
29 19TH AVE N
15 19TH AVE N
1821 MAINSTREET
M
9 19TH AVE N
19TH AVE N
950950
VPI 200+75.51VPI 200+75.51
VPI 201+80.48VPI 201+80.48
ELEV 933.79ELEV 933.79
ELEV 932.57ELEV 932.57
CURVE LEN=60.00'CURVE LEN=60.00'
945945
CURVE LEN=80.00'CURVE LEN=80.00'
E=0.12'E=0.12'
E=0.17'E=0.17'
EXISTING CENTERLINE PROFILE
ELEV 933.68ELEV 933.68
VPC 200+45.51VPC 200+45.51HP 200+63.56HP 200+63.56
ELEV 933.64ELEV 933.64
VPI 200+21.87VPI 200+21.87ELEV 933.52ELEV 933.52
VPT 201+05.51VPT 201+05.51ELEV 933.44ELEV 933.44
ELEV 933.03ELEV 933.03
VPC 201+40.48VPC 201+40.48
VPI 202+65.21VPI 202+65.21ELEV 932.99ELEV 932.99
940940
ELEV 932.77ELEV 932.77
LP 201+96.37LP 201+96.37ELEV 932.71ELEV 932.71VPT 202+20.48VPT 202+20.48
VPI 203+80.00VPI 203+80.00ELEV 932.66ELEV 932.66
VPI 203+50.65VPI 203+50.65ELEV 932.46ELEV 932.46
VPI 205+94.83VPI 205+94.83ELEV 931.48ELEV 931.48
3A-19
2A-19
201+96.37-16.67' R
203+50.65-16.67' R
R=932.82
R=932.07
53A
I=929.18 (15") W
I=928.31 (15") S
935935
I=929.08 (15") N
I=928.31 (15") W
I=928.31 (18") N
54
%%
..5500
00
--11
..11
66
%%
%%
..5500
00
--00..66
33%%
%%
..7700
00
--00..55
55%%
930930
154'
15"
STM
@ 0
.50%
283'
18"
STM
@ 0
.50%
EX 8" WMN
925925
PROPOSED CENTERLINE PRO
FILE
8" WMN
8" WMN
920920
" SAN
8
" SAN
8
N
" SA
X 8
E
915915
933.65933.52933.70933.71933.71933.59933.47933.37933.31933.31933.35933.35933.34933.34933.30933.22933.09932.97932.93932.89932.83932.81932.73932.66932.57932.45932.40932.35932.15931.96931.72
933.65933.52933.70933.71933.71933.59933.47933.37933.31933.31933.35933.35933.34933.34933.30933.22933.09932.97932.93932.89932.83932.81932.73932.66932.57932.45932.40932.35932.15931.96931.72
910910
200+00201+00202+00203+00204+00205+00206+00
HOPKINS, MINNESOTA
DESIGNED
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
SHEET
REV.BYDATE
02005
4010
NJA/CLB/MRB
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
HORZ.VERT.
C606
2016 STREET & UTILITY IMPROVEMENTS
DRAWN
SCALEFEETSCALEFEETLRS
MANKATO, MN FAIRMONT, MN SLEEPY EYE, MN BURNSVILLE, MN WILLMAR, MN
STREET & STORM - PLAN & PROFILE
CHASKA, MN RAMSEY, MN MAPLEWOOD, MN BAXTER, MN ROCHESTER, MN
MIKE J. WALTMAN, P.E.
CHECKED
c
Bolton & Menk, Inc. 2015, All Rights Reserved
AMES, IA SPENCER, IA DES MOINES, IA FARGO, ND
19TH AVENUE N
4869612/07/2015MJW
\\\\metrosouth1\\h\\HOPK\\t16110077\\CAD\\C3D\\Plans\\110077PP-STRTSTRM-19TH.dwg 12/9/2015 11:22:50 AM
LIC. NO.DATE
1
0
2
1
9
T
H
20 19TH AVE N
A
1ST ST N
V
44 19TH AVE N
36 19TH AVE N
E
28 19TH AVE N30 19TH AVE N
N
1 EA CONNECT TO EX
CONSTRUCT 9 LF
DRAINAGE STRUCTURE
CONC STEP
EOP 207+07.33
206+00207+00207+07
204+00
5+00
20
1
0
1
CONSTRUCT 3 LF
1
9
CONC STEP
CONSTRUCT 3 LF
T
H
CONC STEP
A
V
E
41 19TH AVE N
25 19TH AVE N
N
45 19TH AVE N
33 19TH AVE N
37 19TH AVE N
29 19TH AVE N
19TH AVE N
950950
945945
1B-19
206+33.61-16.67' R
PROPOSED CENTERLINE PROFILE
R=931.80
I=926.89 (18") S
I=926.79 (18") W
940940
VPI 206+36.11VPI 206+36.11ELEV 931.69ELEV 931.69
VPI 205+94.83VPI 205+94.83ELEV 931.48ELEV 931.48
935935
EX 54
--00..55
55%%
..5500%%
00
930930
283'
18"
STM
@ 0
.50%
EXISTING CENTERLINE PROFILE
925925
EX 8"
WMN
AN
X 8" S
E
920920
" SAN
8
915915
932.83932.81932.73932.66932.57932.45932.40932.35932.15931.96931.72931.63931.72931.89931.98932.19
932.83932.81932.73932.66932.57932.45932.40932.35932.15931.96931.72931.63931.72931.89931.98932.19
910910
204+00205+00206+00207+00208+00209+00210+00
HOPKINS, MINNESOTA
DESIGNED
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
SHEET
REV.BYDATE
02005
4010
NJA/CLB/MRB
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
HORZ.VERT.
C607
2016 STREET & UTILITY IMPROVEMENTS
DRAWN
SCALEFEETSCALEFEETLRS
MANKATO, MN FAIRMONT, MN SLEEPY EYE, MN BURNSVILLE, MN WILLMAR, MN
STREET & STORM - PLAN & PROFILE
CHASKA, MN RAMSEY, MN MAPLEWOOD, MN BAXTER, MN ROCHESTER, MN
MIKE J. WALTMAN, P.E.
CHECKED
c
Bolton & Menk, Inc. 2015, All Rights Reserved
AMES, IA SPENCER, IA DES MOINES, IA FARGO, ND
19TH AVENUE N
4869612/07/2015MJW
\\\\metrosouth1\\h\\HOPK\\t16110077\\CAD\\C3D\\Plans\\110077PP-STRTSTRM-19TH.dwg 12/9/2015 11:23:10 AM
LIC. NO.DATE
N
E
V
A
TH
20
0
3
N
E
V
A
TH
20
4
5
T
EE
TRN
NSE
AIV
MN A
1 E TH
01V 20
2 A6
TH4
20
2
4
N
E
NV
E A
AVTH
TH 20
208
2 3
2
REINSTALL
N REINSTALL
E
AV
TH
20
0
2
N
E
V
A
TH
N 20 REINSTALL
E 6
V1
A
TH
20
2
1
15 LF FENCE
PROTECT EXISTING FENCE
15 LF FENCE
15 LF FENCE
REINSTALL
15 LF FENCE
299+80300+00
301+00
302+00303+00
305+00
306+00
304+00
CONSTRUCT 6 LF
PROTECT EXISTING
CONCRETE STEPS
CONSTRUCT 6
LF
CONCRETE STEPS
T
LIGHTING UNIT
E
E
R
T
S N
TE
EEV
TR A
NSTH
AI 20
M5
9 2
91
1
N
E
V
A
TH
20
N5
E 4
AV
TH
20
1
2
N
E
V
A
TH
20
3
5
N
N
E
AV
TH
20
1
I 4
N
E
V
A
TH
20
5
3
A
20TH AVE N
N
E
V
A
TH
20
5
1
M
2A-20
3A-20
303+57.20-16.68' R
302+24.22-16.67' R
R=931.83
950950
R=932.12
I=928.29 (15") S
I=929.05 (15") W
I=928.29 (15") W
I=928.95 (15") N
I=928.19 (15") N
VPI 301+30.00
VPI 302+95.00
ELEV 933.10ELEV 932.94
VPI 300+50.00
945945
CURVE LEN=80.00'CURVE LEN=50.00'
ELEV 935.78
PROPOSED
E=0.27'
E=0.12'
CURVE LEN=50.00'
VPI 302+23.34
VPI 303+45.24
CENTERLINE PROFILE
VPI 300+24.00ELEV 935.59
E=0.25'
ELEV 932.53
ELEV 932.22
ELEV 934.94
VPT 300+75.00
VPC 300+90.00ELEV 934.44
CURVE LEN=50.00'
CURVE LEN=50.00'
E=0.07'
0
E=0.12'
ELEV 932.86
940 VPT 301+70.00ELEV 932.84 940
VPC 302+70.00ELEV 932.80HP 302+84.30
0
ELEV 932.68
VPC 301+98.34ELEV 932.67ELEV 932.65
LP 302+24.22LP 302+24.22VPT 302+48.34VPI 304+30.00
0ELEV 932.60ELEV 932.60ELEV 932.58
VPT 303+20.00
.
ELEV 932.35
LP 303+57.23LP 303+57.23ELEV 932.32ELEV 932.32
VPT 303+70.24
6
5
ELEV 932.05
VPI 305+50.00
.
2
5
+
3
0
9
0
4
V
3
2
E
8
.
C
L
5
0
P
E.
63A
2
V2
+
3
3
935935
9
0
%V
.703
0
E
C
L
-
3
.
364
5
%
P
E
HP 300+33.64
V
ELEV 935.63
-0.6
1%
.57%
0
-1
.4
2
%
.50%
0
-0.5
0%
-0
.90
%
930930
111333333
''' 111555
""" SSSTTT
MMM @@@
000...555
000%%%
266
' 15
" ST
M @
0.5
0%
EX 8" WMN
EXISTING CENTERLINE PROFILE
WMN
8"
925925
8" WMN
WMN
8"
920920
N
" SA
8
N
" SA
8
N
SA
8"
X
E
915915
935.62935.35934.77934.12933.59933.19932.93932.79932.67932.61932.63932.74932.83932.79932.58932.37932.32932.40932.50932.60932.60932.50932.40932.30932.20932.10931.96931.78931.60
935.71935.59935.58935.27934.77934.20933.71933.31933.22933.10933.05932.97932.87932.77932.76932.75932.69932.65932.64932.63932.60932.57932.54932.46932.42932.35932.25932.13932.06931.95931.85
910910
300+00301+00302+00303+00304+00305+00306+00
HOPKINS, MINNESOTA
DESIGNED
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
SHEET
REV.BYDATE
02005
4010
NJA/CLB/MRB
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
HORZ.VERT.
C608
2016 STREET & UTILITY IMPROVEMENTS
DRAWN
SCALEFEETSCALEFEETLRS
MANKATO, MN FAIRMONT, MN SLEEPY EYE, MN BURNSVILLE, MN WILLMAR, MN
STREET & STORM - PLAN & PROFILE
CHASKA, MN RAMSEY, MN MAPLEWOOD, MN BAXTER, MN ROCHESTER, MN
MIKE J. WALTMAN, P.E.
CHECKED
c
Bolton & Menk, Inc. 2015, All Rights Reserved
AMES, IA SPENCER, IA DES MOINES, IA FARGO, ND
20TH AVENUE N
4869612/07/2015MJW
\\\\metrosouth1\\h\\HOPK\\t16110077\\CAD\\C3D\\Plans\\110077PP-STRTSTRM-20TH.dwg 12/9/2015 11:50:41 AM
LIC. NO.DATE
N
E
V
A
TH
20
4
5N
E
V
A
H
0T
2
34
1
N
E
AV
H
0T
2
N30
1
VE
A
TH
20
26
1
N
PROTECT EXISTIN
VE G
A
TH LIGHTING UNIT
N20
E
AV22
H 1
0T
2N
14E
1AV
H
0T
2
20
1
N
E
V
A
TH
0
2
04
1
N
E
AV
H
0T
2
10
1
REINSTALL
PROTECT EXISTING
15 LF FENCE
MODULAR BLOCK WALL
CONSTRUCT 6 LF
CONCRETE STEPS
PI 306+35.14
312+00
306+00310+00311+00
309+00
308+00
7+00
30
PI 306+96.17
CONSTRUCT 16
CONSTRUCT 20
CONSTRUCT 16
CONSTRUCT 16
CONSTRUCT 16
CONSTRUCT 6 LF
LF CONCRETE
LF CONCRETE
LF CONCRETE
CONCRETE STEPS
LF CONCRET
E
STEPS
LF CONCRET
E
STEPS
STEPS
STEPS
1EA REINSTALL
STEPS
2 EA REINSTALL
RAILING
RAILING
1
N
E
V
A
TH S
20
3
5
T
N
E
V
A
H
0T
2
41
1
N
E
20TH AVE N AV
H
0T
2
21
1
S
N
E
NV
E A
AVTH
H 0
0T 2
231
151
N1N
E NE
VE AV
AAVH
THH 0T
00T 2
2 237
11251
11
T
N
E
NAV
E H
AV0T
H 2
0T33
21
05
1
N
ELEV 948.92
VPT 311+89.99
955955
VPI 311+60.00
VPC 311+29.99ELEV 946.37
ELEV 947.35
CURVE LEN=60.00'
E=0.15'
950950
VPI 309+80.00ELEV 941.47
1-20
1A-20
306+59.67-5.50' R
306+23.44-16.68' R
1C-20
R=931.46
R=930.91
307+01.74-16.67' R
I=926.57 (18") S
I=927.83 (15") W
R=931.51
945945
I=927.47 (18") N
I=926.86 (15") S
I=928.44 (15") W
I=920.02 (36") E
I=926.76 (18") N
I=928.34 (18") S
66
%
7
2
I=920.14 (36") W.
3
940940
VPT 307+24.99ELEV 932.64
EXISTING CENTERLINE PROFILE
VPC 306+74.99ELEV 931.65
ELEV 931.39
VPI 306+23.44
VPI 307+00.00
N
M
W
"
8
ELEV 931.77
N
A
S
CURVE LEN=50.00'"
8
%
6
4
.
3
E=0.19'
935935
65
%
.50
0
N
930930
M
W
"
8
PROPOSED CENTERLINE PROFILE
44' 18" STM @ 2.00%
N
A
S
"
925925
8
38' 18" STM @ 0.50%
N
M
W
"
8
920920
931.60931.42931.47931.57931.68931.96932.47933.16933.85934.54935.23935.93936.62937.31938.01938.70939.39940.08940.78941.47942.12942.78943.43944.08944.74945.39946.04946.71947.50948.42949.45
931.85931.56931.36931.45931.57931.73932.52933.30933.96934.58935.24935.91936.66937.35938.01938.70939.39940.12940.84941.50942.07942.80943.44944.11944.80945.52946.30947.16948.07948.97949.97
915915
306+00307+00308+00309+00310+00311+00312+00
HOPKINS, MINNESOTA
DESIGNED
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
SHEET
REV.BYDATE
02005
4010
NJA/CLB/MRB
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
HORZ.VERT.
C609
2016 STREET & UTILITY IMPROVEMENTS
DRAWN
SCALEFEETSCALEFEETLRS
MANKATO, MN FAIRMONT, MN SLEEPY EYE, MN BURNSVILLE, MN WILLMAR, MN
STREET & STORM - PLAN & PROFILE
CHASKA, MN RAMSEY, MN MAPLEWOOD, MN BAXTER, MN ROCHESTER, MN
MIKE J. WALTMAN, P.E.
CHECKED
c
Bolton & Menk, Inc. 2015, All Rights Reserved
AMES, IA SPENCER, IA DES MOINES, IA FARGO, ND
20TH AVENUE N
4869612/07/2015MJW
\\\\metrosouth1\\h\\HOPK\\t16110077\\CAD\\C3D\\Plans\\110077PP-STRTSTRM-20TH.dwg 12/9/2015 11:51:00 AM
LIC. NO.DATE
20TH AVE N
226
AVE N AVE N
4 20TH 4 20TH
1320
AVE N
2 20TH
14
AVE N
2 20TH
20
20TH AVE N
220
AVE N
4 20TH
21
AVE N
8 20TH
23
AVE N
0 20TH
23
AVE N
6 20TH
24
W1-6
48"X24"
317+00
8+00
31
312
+00
5+00
31
313
+00
4+00
31
6+00
31
6
0
.
1
4
+
3
1
3
I
P
CONSTRUCT 12
LF CONCRETE
STEPS
2ND ST N
AVE N
3 20TH
14
2
AVE N
1 20TH
24
0
AVE N
20TH AVE N5 20TH
14120
AVE N
1 20TH
123
AVE N
1 20TH
21
2
AVE N
7 20TH
20TH AVE N 21
AVE N
05 20TH
23
T 20TH AVE N
215
H
A
V
E
N
VPI 317+50.00
975975
ELEV 967.63
VPC 316+85.00
ELEV 968.40
VPI 316+40.00ELEV 967.10
VPI 316+20.00ELEV 967.00
ELEV 966.78
VPI 316+00.00
CURVE LEN=130.00'
ELEV 966.40
VPT 315+70.00
E=0.57'
VPI 315+00.00
970970
ELEV 965.50
PROPOSED CENTERLINE PROCURVE LEN=140.00'
FILE
E=1.16'
68
VPC 314+30.00ELEV 959.95
88%%
..11
11
..5500%%
00
88%%
..00
11
88%%
..22
11
965965
ELEV 957.58
VPT 314+00.00
VPI 312+80.00
VPI 313+70.00
ELEV 953.65
ELEV 955.20
CURVE LEN=60.00'
ELEV 954.68
VPC 313+40.00CURVE LEN=60.00'
ELEV 954.17
VPT 313+10.00
E=0.26'
E=0.47'
N
M
960960
W
"
8
PROPOSED CENTERLINE PROFILE
VPC 312+50.00ELEV 952.08
%%
22
99
..
77
N
M
W
"
8
955955
67
%%
22
77
..
11
950950
%%
55
22
..
55
N
A
S
"
8
945945
N
M
W
"
8
940940
949.45950.50951.55952.57953.39953.97954.34954.68955.23956.20957.58959.16960.72962.12963.32964.34965.16965.80966.25966.53966.78967.00967.10967.34967.57967.84968.21968.69969.27969.96970.76
949.97950.92951.92952.82953.62954.13954.46954.73955.35956.23957.61959.33960.88962.28963.49964.38965.21965.80966.23966.57966.80967.01967.21967.47967.67968.02968.36968.86969.39969.95970.61
935935
312+00313+00314+00315+00316+00317+00318+00
HOPKINS, MINNESOTA
DESIGNED
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
SHEET
REV.BYDATE
02005
4010
NJA/CLB/MRB
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
HORZ.VERT.
C610
2016 STREET & UTILITY IMPROVEMENTS
DRAWN
SCALEFEETSCALEFEETLRS
MANKATO, MN FAIRMONT, MN SLEEPY EYE, MN BURNSVILLE, MN WILLMAR, MN
STREET & STORM - PLAN & PROFILE
CHASKA, MN RAMSEY, MN MAPLEWOOD, MN BAXTER, MN ROCHESTER, MN
MIKE J. WALTMAN, P.E.
CHECKED
c
Bolton & Menk, Inc. 2015, All Rights Reserved
AMES, IA SPENCER, IA DES MOINES, IA FARGO, ND
20TH AVENUE N
4869612/07/2015MJW
\\\\metrosouth1\\h\\HOPK\\t16110077\\CAD\\C3D\\Plans\\110077PP-STRTSTRM-20TH.dwg 12/9/2015 11:51:20 AM
LIC. NO.DATE
RELOCATE POLE
20TH AVE N
250
246 20TH AVE N
(BY OTHERS)
REINSTALL
20 LF FENCE
RELOCATE SIGN PER
0LANDSCAPE PLAN
0
.
0
9
+
9
1
3
P
O
E
319+90
318+00
HILLTOP PAR
K
319+00
301 20TH AVE N
245 20TH AVE N
251 20TH AVE N
241 20TH AVE N
20TH AVE N
309 20TH AVE N
990990
985985
VPI 319+71.25
ELEV 977.40
VPI 319+36.81ELEV 977.12
EXISTING CENTERLINE PROFILE
980980
ELEV 971.43
VPT 318+15.00
69
2%
.8
0
975975
%
7
6
.
4
970970
PROPOSED CENTERLINE PRO
FILE
965965
N
M
W
"
8
N
A
S
"
8
960960
955955
970.76971.67972.60973.54974.47975.40976.34977.15977.31
970.61971.64972.65973.59974.56975.53976.49977.23977.69976.52
950950
318+00319+00320+00321+00322+00323+00324+00
HOPKINS, MINNESOTA
DESIGNED
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
SHEET
REV.BYDATE
02005
4010
NJA/CLB/MRB
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
HORZ.VERT.
C611
2016 STREET & UTILITY IMPROVEMENTS
DRAWN
SCALEFEETSCALEFEETLRS
MANKATO, MN FAIRMONT, MN SLEEPY EYE, MN BURNSVILLE, MN WILLMAR, MN
STREET & STORM - PLAN & PROFILE
CHASKA, MN RAMSEY, MN MAPLEWOOD, MN BAXTER, MN ROCHESTER, MN
MIKE J. WALTMAN, P.E.
CHECKED
c
Bolton & Menk, Inc. 2015, All Rights Reserved
AMES, IA SPENCER, IA DES MOINES, IA FARGO, ND
20TH AVENUE N
4869612/07/2015MJW
\\\\metrosouth1\\h\\HOPK\\t16110077\\CAD\\C3D\\Plans\\110077PP-STRTSTRM-20TH.dwg 12/9/2015 12:00:26 PM
LIC. NO.DATE
F & I
2
10 CY RIP RAP
N
D
S
T 256 21ST AVE N
F & I
250 21ST AVE N
N
218 21ST AVE N
21ST AVE N
SAFL BAFFLE IN 238
21ST AVE N
226
DS 1B-21
21ST AVE N
210
PC 405+07.12
BOP 400+00.00
1
6
.
8
7
+
5
0
4
T
P
404+00
403+00
402+00
401+00
5+00
40
0+00
40
4
0
6
+
0
0
BARRICADE TYPE III
221 21ST AVE N
209 21ST AVE N
21ST AVE N
201225 21ST AVE N
21ST AVE N
205
21ST AVE N
243
21ST AVE N
239
229 21ST AVE N
21ST AVE N
233
21ST AVE N
251 21ST AVE N
VPI 404+33.97
ELEV 963.28
CURVE LEN=100.00'
950970
E=1.73'
VPI 406+05.08VPI 406+05.08
ELEV 961.58ELEV 961.58
HP 404+39.82HP 404+39.82
ELEV 952.85ELEV 952.85
ELEV 960.23
VPT 404+83.97
3A-21
CURVE LEN=80.00'CURVE LEN=80.00'
VPC 403+83.97ELEV 959.43
401+91.17-14.67' R
ELEV 959.26
VPT 403+81.79
E=0.56'E=0.56'
ELEV 938.59
VPT 402+16.72
R=935.01
945965
I=931.71 (15") W
I=929.60 (15") S
EXISTING CENTERLINE PROFILEEXISTING CENTERLINE PROFILE
2-21VPC 405+65.08VPC 405+65.08ELEV 955.29ELEV 955.29
%%
11
66
..
400+43.24-14.63' R
44
11
VPI 403+31.79
R=927.86
2A
1B-21
VPI 401+76.72
940960
ELEV 955.40
I=925.17 (15") N
400+28.78-14.69' L
PROPOSED CENTERLINE PROFILE
ELEV 932.74
3A
CURVE LEN=100.00'
I=925.07 (15") SW
VPC 401+36.72ELEV 931.41
R=927.92
CURVE LEN=80.00'
%%
11
E=0.86'
77
..
I=924.42 (15") NE77
E=1.13'
4A
--
66
I=922.50 (15") SW
..
00
99
%%
VPI 400+11.73ELEV 928.46
VPI 400+43.30ELEV 928.30
VPC 402+81.79ELEV 948.09
935955
EX 18
" WMN
EX 1A
1C
EX 1B
930950
%%
33
33
..
33
" SAN
8
E
X
1
8
PROPOSED CENTERLINE PROFILE
"
--00..55
00%%W
%
0
0M
.
3
N
@
M
T
S
"
5
1
'
8
4
1
925945
N
M
W
"
8
1
X
E
N
N
A
S
M
"
W
8
"
8
X
1
33' 15" STM @ 2.00%
E
X
E
920940
NN
M
WA
"
8
S
"
8
8" SAN
915935
4' SUMP W/ SAFL BAFFLE
910930
HOPKINS, MINNESOTA
DESIGNED
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
SHEET
REV.BYDATE
02005
4010
NJA/CLB/MRB
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
HORZ.VERT.
C612
2016 STREET & UTILITY IMPROVEMENTS
DRAWN
SCALEFEETSCALEFEETLRS
MANKATO, MN FAIRMONT, MN SLEEPY EYE, MN BURNSVILLE, MN WILLMAR, MN
STREET & STORM - PLAN & PROFILE
CHASKA, MN RAMSEY, MN MAPLEWOOD, MN BAXTER, MN ROCHESTER, MN
MIKE J. WALTMAN, P.E.
CHECKED
c
Bolton & Menk, Inc. 2015, All Rights Reserved
AMES, IA SPENCER, IA DES MOINES, IA FARGO, ND
21ST AVENUE N
4869612/07/2015MJW
\\\\metrosouth1\\h\\HOPK\\t16110077\\CAD\\C3D\\Plans\\110077PP-STRTSTRM-21ST.dwg 12/9/2015 11:26:13 AM
LIC. NO.DATE
. 7
NO
HWY
ATE
ST
1609
1
N
VE
T A
21S
00
3
N
AVE
1ST
20 2
3
N
VE
T A
21S
10
3
N
AVE
1ST
56 2
2
STA 407+99.00, -14.16' L
STA 408+36.01, -14.17' L
BEGIN RET WALL
END RET WALL
1
6
.
84
3
8
73
.8
5
+.
.
1
55
3
3
06
+6
4+
+
6
6
T
7
0
0
P0
4
4
I 4
PC
T
2+00
41
P
P
1+00
41
4
0
6
+
000
010+
4
00
09+
4
00
08+
4
407+00
1 EA ADJUST CASTING
1 EA ADJUST CASTING
N
VE
T A
21S
49
3
N
VE
T A
21S
45
3
N
VE
T A
21S
37
3
N
AVE
1ST
11 2
3
21ST AVE N
N
VE
T A
21S
51
2
N
VE
T A
21S
05
3
965965
960960
VPI 406+05.08ELEV 952.65
VPT 406+45.08
VPC 407+25.27ELEV 952.25
ELEV 952.85
CURVE LEN=80.00'
VPI 407+75.27
E=0.56'
ELEV 952.00
CURVE LEN=100.00'
955955
Structure - (1383)
E=1.20'
ELEV 946.95
VPT 408+25.27
VPC 408+33.63ELEV 946.11
VPI 411+60.06
--00..55
00%%
5A-21
ELEV 939.63
EXISTING CENTERLINE PROFILE
950 410+67.97-11.65' R 950
CURVE LEN=75.00'
R=938.82
VPI 408+78.63
E=0.24'
VPT 409+23.63ELEV 940.90I=935.80 (15") W
ELEV 941.57
I=935.70 (18") N
CURVE LEN=90.00'
VPC 410+09.05
ELEV 939.64
HP 411+38.05HP 411+38.05ELEV 939.48ELEV 939.48
VPC 411+22.56ELEV 939.44
ELEV 939.26
VPT 410+89.05
LP 410+67.97LP 410+67.97ELEV 939.20ELEV 939.20
E
X
1E=0.97'
8
"
W
--
MVPI 410+49.05
11
N
00
..
00
945 99 945
%%
ELEV 939.05
CURVE LEN=80.00'
E=0.20'
Structure - (1384)
E
X
1
8
"
940940
W
M
N
--11
..
4488
%%
E
X
8
%%
"..5533
00
S
A
N
188'
18"
STM
@ 0
.50%
935935
N
M
W
8"
X 1
E
930930
PROPOSED CENTERLINE PROFILE
EX 8
" SAN
925925
HOPKINS, MINNESOTA
DESIGNED
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
SHEET
REV.BYDATE
02005
4010
NJA/CLB/MRB
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
HORZ.VERT.
C613
2016 STREET & UTILITY IMPROVEMENTS
DRAWN
SCALEFEETSCALEFEETLRS
MANKATO, MN FAIRMONT, MN SLEEPY EYE, MN BURNSVILLE, MN WILLMAR, MN
STREET & STORM - PLAN & PROFILE
CHASKA, MN RAMSEY, MN MAPLEWOOD, MN BAXTER, MN ROCHESTER, MN
MIKE J. WALTMAN, P.E.
CHECKED
c
Bolton & Menk, Inc. 2015, All Rights Reserved
AMES, IA SPENCER, IA DES MOINES, IA FARGO, ND
21ST AVENUE N
4869612/07/2015MJW
\\\\metrosouth1\\h\\HOPK\\t16110077\\CAD\\C3D\\Plans\\110077PP-STRTSTRM-21ST.dwg 12/9/2015 11:26:30 AM
LIC. NO.DATE
CONSTRUCT RIBBON CURB
11609 STAT
E HWY NO.
7
M
N
CONSTRUCT PEDESTRIAN RAMP
H
I
G
TRAIL CONSTRUCTION
H
(BY OTHERS)
W
A
60 LF 4" DOUBLE SOLID YELLOW - LATEX
Y
7
X4-2
0
0
18"X18"
.
0
8
+
3
1
4
P
O
412+00
E
413+00
413+80
CONSTRUCT RIBBON CURB
349 21ST AVE
N
4TH ST N
30"X36"
21ST AVE N
EXISTING CENTERLINE PROFILE
955955
VPI 411+60.06
4-21
ELEV 939.63
VPI 412+40.04
412+55.73-10.47' R
CURVE LEN=75.00'
ELEV 938.01
R=938.02
E=0.24'
CURVE LEN=75.00'
950950
I=934.84 (15") W
E=0.27'
I=934.76 (18") S
I=934.65 (18") E
ELEV 938.87
VPT 411+97.56
VPI 413+50.00VPI 413+50.00ELEV 938.97ELEV 938.97
VPC 412+02.54ELEV 938.77
ELEV 938.33
VPT 412+77.54
LP 412+55.04LP 412+55.04ELEV 938.24ELEV 938.24
945945
940940
4-21
--22
..
00
44
%%
%%
..8877
00
935935
E
X
1
8
"
W
M
N
930930
PROPOSED CENTERLINE
PROFILE
925925
920920
915915
HOPKINS, MINNESOTA
DESIGNED
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
SHEET
REV.BYDATE
02005
4010
NJA/CLB/MRB
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
HORZ.VERT.
C614
2016 STREET & UTILITY IMPROVEMENTS
DRAWN
SCALEFEETSCALEFEETLRS
MANKATO, MN FAIRMONT, MN SLEEPY EYE, MN BURNSVILLE, MN WILLMAR, MN
STREET & STORM - PLAN & PROFILE
CHASKA, MN RAMSEY, MN MAPLEWOOD, MN BAXTER, MN ROCHESTER, MN
MIKE J. WALTMAN, P.E.
CHECKED
c
Bolton & Menk, Inc. 2015, All Rights Reserved
AMES, IA SPENCER, IA DES MOINES, IA FARGO, ND
21ST AVENUE N
4869612/07/2015MJW
\\\\metrosouth1\\h\\HOPK\\t16110077\\CAD\\C3D\\Plans\\110077PP-STRTSTRM-21ST.dwg 12/9/2015 11:26:50 AM
LIC. NO.DATE
N
E
V
A
H
T
9
1
BOP 500+00.00PI 503+72.17
1 EA ADJUST CASTING
N
E
500+00501+00502+00
503+00504+00
506+00
505+00
V
A
H
T
0
2
2 EA ADJUST CASTING
3 EA ADJUST CASTING
R1-1
30"X30"
2ND ST N
VPI 500+30.49ELEV 954.59
VPI 500+44.99ELEV 954.30
960960
VPI 500+73.00
ELEV 953.81
CURVE LEN=40.00'
E=0.25'
955955
VPI 501+70.00ELEV 947.30
--22
..
00
00
%%VPC 500+53.00
--11
..
7755
%%
ELEV 954.16
VPT 500+93.00
VPI 503+50.00VPI 503+50.00
ELEV 952.47
950950
ELEV 936.91ELEV 936.91
CURVE LEN=90.00'CURVE LEN=90.00'
--
66
..
77
11
%%
EXISTING CENTERLINE PROFILE
E=0.68'E=0.68'
VPC 503+05.00VPC 503+05.00ELEV 939.51ELEV 939.51
945945
VPI 504+06.91ELEV 937.05
LP 503+91.29LP 503+91.29ELEV 937.02ELEV 937.02
ELEV 937.02ELEV 937.02
VPT 503+95.00VPT 503+95.00
VPI 505+40.01ELEV 935.25
--
55
..
77
77
%%
940940
..2255%%
00
935935
--11
..33
55
%%
PROPOSED CENTERLINE PRO
FILE
--00..66
11%%
930930
925925
954.40954.01953.24952.00950.66949.31947.97946.72945.57944.41943.26942.10940.95939.80938.72937.90937.34937.06937.03936.87936.60936.33936.06935.79935.52935.25935.13935.01934.89
953.44954.29954.72954.50953.74952.42951.10949.81948.49947.15945.96944.82943.66942.44941.23940.03938.83937.74937.00937.04937.12937.03936.85936.68936.46936.19935.97935.76935.52935.27935.04
920920
500+00501+00502+00503+00504+00505+00506+00
HOPKINS, MINNESOTA
DESIGNED
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
SHEET
REV.BYDATE
02005
4010
NJA/CLB/MRB
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
HORZ.VERT.
C615
2016 STREET & UTILITY IMPROVEMENTS
DRAWN
SCALEFEETSCALEFEETLRS
MANKATO, MN FAIRMONT, MN SLEEPY EYE, MN BURNSVILLE, MN WILLMAR, MN
STREET & STORM - PLAN & PROFILE
CHASKA, MN RAMSEY, MN MAPLEWOOD, MN BAXTER, MN ROCHESTER, MN
MIKE J. WALTMAN, P.E.
CHECKED
c
Bolton & Menk, Inc. 2015, All Rights Reserved
AMES, IA SPENCER, IA DES MOINES, IA FARGO, ND
2ND STREET N
4869612/07/2015MJW
\\\\metrosouth1\\h\\HOPK\\t16110077\\CAD\\C3D\\Plans\\110077PP-STRTSTRM-2ND.dwg 12/9/2015 11:28:00 AM
LIC. NO.DATE
N
E
V
0
A
0
+
4
1
H
1
T
8
1
PI 507+15.00
EOP 510+62.73
20'
506+00507+00
508+00
509+00510+00510+63
P
I
1
1
CONSTRUCT 8" CONCRETE
3
+
3
8
.
0
9
STREET PAVEMENT (HIGH EARLY).
COMPLETE WORK IN 4 CALENDAR
20'
DAYS, THURSDAY - SUNDAY.
1 EA CONNECT TO
EXISTING STORM PIPE
N
1 EA CONNECT TO
0
E
0
EXISTING STORM PIPE
+
3
V
1
1
A
H
T
7
1
2ND ST N
950950
VPI 508+90.46VPI 508+90.46
VPI 510+36.65VPI 510+36.65ELEV 941.76ELEV 941.76
VPI 507+50.00VPI 507+50.00
VPI 506+80.00VPI 506+80.00
VPI 510+20.00VPI 510+20.00ELEV 941.02ELEV 941.02
ELEV 935.55ELEV 935.55
ELEV 934.50ELEV 934.50
ELEV 934.40ELEV 934.40
CURVE LEN=100.00'CURVE LEN=100.00'
CURVE LEN=50.00'CURVE LEN=50.00'
CURVE LEN=50.00'CURVE LEN=50.00'
E=0.43'E=0.43'
E=0.09'E=0.09'
E=0.10'E=0.10'
945945
VPT 509+40.46VPT 509+40.46ELEV 937.66ELEV 937.66
PROPOSED CENTERLINE PROFILE
ELEV 934.75ELEV 934.75
VPI 507+15.00VPI 507+15.00
LP 507+49.41LP 507+49.41ELEV 934.59ELEV 934.59
LP 506+73.89LP 506+73.89ELEV 934.49ELEV 934.49
VPC 508+40.46VPC 508+40.46ELEV 935.18ELEV 935.18
ELEV 934.65ELEV 934.65VPC 507+25.00VPC 507+25.00ELEV 934.68ELEV 934.68ELEV 934.69ELEV 934.69
VPT 507+75.00VPT 507+75.00
VPT 507+05.00VPT 507+05.00
ELEV 934.55ELEV 934.55
VPC 506+55.00VPC 506+55.00
%%
33
940940
44
..
44
%%
22
22
..
44
935935
%%
..7755
00
--00..77
00%%11%%
..00
11
930930
15" STM
15" STM
EXISTING CENTERLINE PROFILE
15" STM
925925
920920
915915
934.89934.76934.64934.53934.50934.60934.71934.60934.61934.72934.87935.02935.17935.39935.75936.24936.87937.64938.49939.33940.18941.02
935.04934.90934.74934.55934.33934.37934.62934.66934.79934.87934.94935.11935.28935.52935.85936.35936.96937.69938.60939.50940.40941.18941.81
910910
506+00507+00508+00509+00510+00511+00512+00
HOPKINS, MINNESOTA
DESIGNED
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
SHEET
REV.BYDATE
02005
4010
NJA/CLB/MRB
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
HORZ.VERT.
C616
2016 STREET & UTILITY IMPROVEMENTS
DRAWN
SCALEFEETSCALEFEETLRS
MANKATO, MN FAIRMONT, MN SLEEPY EYE, MN BURNSVILLE, MN WILLMAR, MN
STREET & STORM - PLAN & PROFILE
CHASKA, MN RAMSEY, MN MAPLEWOOD, MN BAXTER, MN ROCHESTER, MN
MIKE J. WALTMAN, P.E.
CHECKED
c
Bolton & Menk, Inc. 2015, All Rights Reserved
AMES, IA SPENCER, IA DES MOINES, IA FARGO, ND
2ND STREET N
4869612/07/2015MJW
\\\\metrosouth1\\h\\HOPK\\t16110077\\CAD\\C3D\\Plans\\110077PP-STRTSTRM-2ND.dwg 12/9/2015 11:28:20 AM
LIC. NO.DATE
N
E
V
A
H
T
8
1
P
I
1
2
0
BOP 599+80.00+
1
6
.
1
7
0
0
.
0
0
0
7
+
+
0
3
2
0
1
6
20'
P
32' F-F
O
599+80600+00
601+00E
602+00
603+00
603+70
20'
N
E
V
PI
1
19
+
50
.8
0
A
CONSTRUCT 6 LF
CONC STEP
H
T
7
1
0
0
+
9
1
3RD ST N
1
960960
VPI 601+10.00VPI 601+10.00
6-18VPI 601+80.00VPI 601+80.00
ELEV 944.87ELEV 944.87
119+65.16-10.98' R
ELEV 944.52ELEV 944.52
CURVE LEN=50.00'CURVE LEN=50.00'
R=944.41
CURVE LEN=50.00'CURVE LEN=50.00'
6B-18
I=939.10 (15") N
E=0.09'E=0.09'
E=0.09'E=0.09'
955 119+60.29-34.65' L 955
I=939.00 (15") S
6A-18
R=944.13
600+66.16-16.67' R
VPI 603+37.80VPI 603+37.80ELEV 946.46ELEV 946.46
I=939.20 (15") E
VPI 603+12.95VPI 603+12.95
ELEV 946.28ELEV 946.28
I=939.90 (15") E
R=944.00
I=939.20 (15") W
VPI 602+50.00VPI 602+50.00ELEV 945.22ELEV 945.22
I=940.00 (15") N
HP 601+17.12HP 601+17.12ELEV 944.79ELEV 944.79
ELEV 944.75ELEV 944.75ELEV 944.77ELEV 944.77
VPT 601+35.00VPT 601+35.00VPT 602+05.00VPT 602+05.00
VPI 600+30.00VPI 600+30.00ELEV 944.70ELEV 944.70
I=939.80 (15") WELEV 944.65ELEV 944.65ELEV 944.65ELEV 944.65
VPC 600+85.00VPC 600+85.00VPC 601+55.00VPC 601+55.00LP 601+71.67LP 601+71.67ELEV 944.61ELEV 944.61
VPI 600+14.00VPI 600+14.00ELEV 944.30ELEV 944.30VPI 600+46.00VPI 600+46.00ELEV 944.30ELEV 944.30
VPI 599+90.86VPI 599+90.86ELEV 943.95ELEV 943.95
I=939.90 (15") E
950950
50
%%
945..7755 945
00
%%
77
66
..
11
00%%
..00
11
--00..5500%%
--
22
%%..EXISTING CENTERLINE PROFILE
0055
00%%
..55..9900
%%00
22
%%
11
55
..
11
PROPOSED CENTERLINE PROFILE
1A-3
46
'
1
50%
" .0
ST 1
M @
M
ST
"
15
6'
0
1
601+71.67-16.67' R
940940
@
-1
.
53
%
R=944.12
I=941.06 (15") N
I=940.96 (15") W
N
26' 15" STM @ -2.29%
935 M 935
W
"
8
930930
925925
944.09944.45944.45944.43944.61944.75944.79944.72944.63944.62944.73944.92945.12945.39945.73946.06946.33
944.11944.47944.37944.47944.67944.83944.94945.02945.09945.16945.36945.51945.65945.78945.99946.20946.39946.42946.48
920920
599+80600+00601+00602+00603+00604+00605+00605+80
HOPKINS, MINNESOTA
DESIGNED
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
SHEET
REV.BYDATE
02005
4010
NJA/CLB/MRB
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
HORZ.VERT.
C617
2016 STREET & UTILITY IMPROVEMENTS
DRAWN
SCALEFEETSCALEFEETLRS
MANKATO, MN FAIRMONT, MN SLEEPY EYE, MN BURNSVILLE, MN WILLMAR, MN
STREET & STORM - PLAN & PROFILE
CHASKA, MN RAMSEY, MN MAPLEWOOD, MN BAXTER, MN ROCHESTER, MN
MIKE J. WALTMAN, P.E.
CHECKED
c
Bolton & Menk, Inc. 2015, All Rights Reserved
AMES, IA SPENCER, IA DES MOINES, IA FARGO, ND
3RD STREET N
4869612/07/2015MJW
\\\\metrosouth1\\h\\HOPK\\t16110077\\CAD\\C3D\\Plans\\110077PP-STRTSTRM-3RD.dwg 12/9/2015 11:30:46 AM
LIC. NO.DATE
0
8
+
3
1
4
7
21.5' RADIUS
Y
A
W
H
G
I
H
100 LF D418 CURB & GUTTER
N
80 SF CONC WALK
M
CONSTRUCT
1 EA ADJUST STORM CASTING
21.5' RADIUS
PEDESTRIAN RAM
P
CONSTRUCT 330 LF
2 EA PAVEMENT MESSAGE
B618 CURB & GUTTER
5 EA CROSSWA
LK
BLOCKS - PAINT(HANDICAP) - PAINT
BOP 700+00.00
0
04255 SF
+
3
CONC WALK
1
4
26.5' RADIUS
706+00
704+00
702+00
700+00
5+00
70
3+00
70
1+00
70
TRAIL (BY
OTHERS)
1 EA ADJUST CASTING
16.5' RADIUS
CONSTRUCT
PEDESTRIAN RAMP
1170 SF CONC WALK
ALLEY TO BE REMOVED
N
RELOCATE POLE (BY
E
1 EA ADJUST CASTI
NG
1 EA ADJUST GV BOX
OTHERS)
4" BITUMINOUS (TYP)
V
A
8" AGGREGATE BA
SE
4" SOLID LINE
PATCH
0CONSTRUCT
0
T
WHITE - PAINT
+
PEDESTRIAN RAMP
2
S
26 LF B 618 CURB
1
4
1
AND GUTTER
2 EA INSTALL HANDICAP SIGN
2
PARKING STALLS TO BE
4TH ST N
REMOVED
955955
VPI 701+99.09VPI 701+99.09
ELEV 939.63ELEV 939.63
CURVE LEN=100.00'CURVE LEN=100.00'
4-21
412+55.73-10.47' R
E=0.48'E=0.48'
VPI 703+65.35VPI 703+65.35
950950
4B-21
R=938.02
412+58.20-27.80' R
ELEV 935.73ELEV 935.73
I=934.84 (15") W
R=937.55
CURVE LEN=80.00'CURVE LEN=80.00'
ELEV 940.81ELEV 940.81
VPI 704+99.97VPI 704+99.97
I=934.76 (18") S
I=934.56 (18") W
E=0.42'E=0.42'
HP 701+82.47HP 701+82.47ELEV 939.20ELEV 939.20
I=934.65 (18") EVPC 701+49.09VPC 701+49.09
I=934.46 (21") NELEV 938.98ELEV 938.98
VPT 702+49.09VPT 702+49.09ELEV 938.34ELEV 938.34
VPI 700+85.87VPI 700+85.87ELEV 938.16ELEV 938.16
VPI 700+46.52VPI 700+46.52ELEV 937.97ELEV 937.97
945945
ELEV 937.31ELEV 937.31
VPI 704+28.09VPI 704+28.09
VPT 704+05.35VPT 704+05.35ELEV 936.74ELEV 936.74
VPI 703+21.76VPI 703+21.76ELEV 936.46ELEV 936.46
VPC 703+25.35VPC 703+25.35
ELEV 936.40ELEV 936.40
ELEV 936.13ELEV 936.13
LP 703+57.26LP 703+57.26
EXISTING CENTERLINE PROFILE
%%
88
66
..
55
940940
1
%%
77
88
..
44
%%
2299
..
11
..5500%%
00
--
22
..
55
88
%%
%%
11
..55
22
--11
..
6666
%%
935935
18' 18" STM @ 0.50%
PROPOSED CENTERLINE PRO
FILE
930930
925925
920920
938.62938.42938.39938.08938.16938.35938.59938.88939.16939.16939.09938.97938.54938.11937.59937.04936.49936.27936.10936.16936.70937.25938.02938.95939.88940.94942.07943.19944.28945.37946.52
938.62938.42938.39938.08938.16938.35938.59938.88939.16939.16939.09938.97938.54938.11937.59937.04936.49936.27936.10936.16936.70937.25938.02938.95939.88940.94942.07943.19944.28945.37946.52
915915
700+00701+00702+00703+00704+00705+00706+00
HOPKINS, MINNESOTA
DESIGNED
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
SHEET
REV.BYDATE
02005
4010
NJA/CLB/MRB
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
HORZ.VERT.
C618
2016 STREET & UTILITY IMPROVEMENTS
DRAWN
SCALEFEETSCALEFEETLRS
MANKATO, MN FAIRMONT, MN SLEEPY EYE, MN BURNSVILLE, MN WILLMAR, MN
STREET & STORM - PLAN & PROFILE
CHASKA, MN RAMSEY, MN MAPLEWOOD, MN BAXTER, MN ROCHESTER, MN
MIKE J. WALTMAN, P.E.
CHECKED
c
Bolton & Menk, Inc. 2015, All Rights Reserved
AMES, IA SPENCER, IA DES MOINES, IA FARGO, ND
4TH STREET N
4869612/07/2015MJW
\\\\metrosouth1\\h\\HOPK\\t16110077\\CAD\\C3D\\Plans\\110077PP-STRTSTRM-4TH.dwg 12/9/2015 11:33:43 AM
LIC. NO.DATE
CONSTRUCT 123 LF B618
CURB AND GUTT
ER
CONSTRUCT 375 SF
4" CONCRETE WALK
CONSTRUCT COMMERCIAL
DRIVEWAY ENTRANCE
PC 706+52.62
706+00
7
0
1 EA ADJUST GV BOX
7
+
0
0
PT
7
0
7
+0
5
.6
9
38.5' RADIUS
N
E
5
4
V
EO
P
7
0
7
+4
4
+.7
7
7
A
0
7
H
4TH ST N
T
9
1
965965
VPI 706+85.32VPI 706+85.32
ELEV 951.26ELEV 951.26
CURVE LEN=40.00'CURVE LEN=40.00'
E=0.49'E=0.49'
960960
EXISTING CENTERLINE PROFILE
HP 706+87.98HP 706+87.98ELEV 950.78ELEV 950.78
ELEV 950.41ELEV 950.41
VPT 707+05.32VPT 707+05.32
VPI 707+10.06VPI 707+10.06ELEV 950.20ELEV 950.20
VPC 706+65.32VPC 706+65.32
ELEV 950.14ELEV 950.14
955955
VPI 706+05.08VPI 706+05.08ELEV 946.77ELEV 946.77
950950
--
44
..
22
88
%%
%%
99
55
..
55
945945
PROPOSED CENTERLINE PROFILE
940940
935935
930930
946.52947.65948.78949.88950.65950.35
946.52947.65948.78949.88950.65950.35
925925
706+00707+00708+00709+00710+00711+00712+00
HOPKINS, MINNESOTA
DESIGNED
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
SHEET
REV.BYDATE
02005
4010
NJA/CLB/MRB
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
HORZ.VERT.
C619
2016 STREET & UTILITY IMPROVEMENTS
DRAWN
SCALEFEETSCALEFEETLRS
MANKATO, MN FAIRMONT, MN SLEEPY EYE, MN BURNSVILLE, MN WILLMAR, MN
STREET & STORM - PLAN & PROFILE
CHASKA, MN RAMSEY, MN MAPLEWOOD, MN BAXTER, MN ROCHESTER, MN
MIKE J. WALTMAN, P.E.
CHECKED
c
Bolton & Menk, Inc. 2015, All Rights Reserved
AMES, IA SPENCER, IA DES MOINES, IA FARGO, ND
4TH STREET N
4869612/07/2015MJW
\\\\metrosouth1\\h\\HOPK\\t16110077\\CAD\\C3D\\Plans\\110077PP-STRTSTRM-4TH.dwg 12/9/2015 11:34:01 AM
LIC. NO.DATE
CITY OF HOPKINS
HENNEPIN COUNTY, MINNESOTA
RESOLUTION 2015-097
RESOLUTION APPROVING PLANS AND SPECIFICATIONS AND
AUTHORIZING ADVERTISEMENT FOR BIDS
2016 STREET AND UTILITY IMPROVEMENTS
CITY PROJECT 2015-10
WHEREAS
pursuant to a resolution of the City Council adopted the 20th day of
,
October 2015, plans and specifications were developed for improvements along 18th, 19th, 20th,
and 21st Avenues North; 2nd, 3rd, and 4th Street North; and the alley from 18th Avenue North
to the east within the Hennepin County Regional Railroad Authority right-of-way, including
pavement, curbing, sidewalk, signage, drainage, water and sanitary sewer improvements and all
necessary appurtenances, and
WHEREAS
plans and specifications for City Project No. 2015-10 have been prepared
,
by Bolton & Menk, Inc., and have been presented to Council for approval, and
NOW, THEREFORE, BE IT RESOLVED
by the City Council of the City of Hopkins,
Minnesota:
1.Such plans and specification, a copy of which are attached hereto and made a part hereof;
are hereby approved and ordered placed on file in the office of the City Clerk.
2.The City Clerk shall prepare and cause to be inserted in the official paper and in the
Construction Bulletin an advertisement for bids upon the making of such improvement
under such approved plans and specifications. The advertisement shall be published three
times, at least three weeks before date set for bid opening, shall specify the work to be
nd
done, shall state that bids will be received by the clerk until 11:00 a.m., on the 22 day of
January, 2016, at the City Hall and that no bids shall be considered unless sealed and
filed with the clerk and accompanied by a certified check or bid bond, payable to the City
of Hopkins, Minnesota for 5% of the amount of such bid.
3.
The clerk and city engineer are hereby authorized and instructed to receive, open, and
read aloud bids received at the time and place herein noted, and to tabulate the bids
received. The Council will consider the bids and award of contract at the March 1, 2016
meeting in the Council Chambers.
th
Adopted by the City Council of the City of Hopkins, Minnesota, this 15 day of December,
2015.
By_______________________________
Eugene J. Maxwell, Mayor
ATTEST:
_________________________________
Amy Domeier, City Clerk