HomeMy WebLinkAbout5F Sand Point Beach Park Ponds Construction Services Report
Phone 952.447.9800 / Fax 952.447.4245 / www.cityofpriorlake.com
4646 Dakota Street SE
Prior Lake, MN 55372
CITY COUNCIL AGENDA REPORT
MEETING DATE: FEBRUARY 20, 2018
AGENDA #: 5F
PREPARED BY: PETE YOUNG, WATER RESOURCES ENGINEER
PRESENTED BY: PETE YOUNG
AGENDA ITEM: CONSIDER APPROVAL OF A RESOLUTION AUTHORIZING THE
EXECUTION OF THE CITY’S STANDARD AGREEMENT FOR
PROFESSIONAL SERVICES FOR THE SAND POINT BEACH PARK
PONDS MAINTENANCE AND RETROFIT PROJECT – CONSTRUCTION
SERVICES
DISCUSSION: Introduction
The purpose of this agenda item is to seek City Council authorization to
enter into the City’s standard agreement for professional services with
WSB & Associates, Inc. for the Sand Point Beach Park Ponds
Maintenance and Retrofit Project – Construction Services.
History
Each year the City Council adopts the Capital Improvement Program (CIP)
which involves funding for various improvement projects. The CIP calls for
stormwater pond maintenance and retrofits to ensure proper function of the
City’s network of stormwater ponds. The Sand Point Beach Park Ponds
Maintenance and Retrofit Project was identified within the CIP allocation.
WSB & Associates, Inc. previously completed engineering services for the
project, including site surveying and construction document preparation,
under a separate professional services agreement.
On February 5, 2018, the City Council passed Resolution 18-021,
approving bids and authorizing execution of the City’s standard
construction contract with New Look Contracting, Inc. to complete the
project. The project includes a water quality component, funded by the
Prior Lake-Spring Lake Watershed District, for improvements up to
$130,000. Project plans are included as Attachment 1.
Current Circumstances
Sand Point Beach Park is one of our five popular Community Parks and
one of our most visible amenities. Performing the needed maintenance,
while improving water quality using outside grant funding, represents a rare
opportunity to treat runoff from a large drainage area and make a major
impact on water quality for Lower Prior Lake.
The project design includes both regular pond maintenance items and
retrofit items targeting enhanced phosphorus removal. Regular pond
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maintenance items include sediment removal, stormwater structure
replacement, pond expansion, and site restoration. Enhanced phosphorus
treatment, funded by the PLSLWD, includes installation of an iron-
enhanced sand filter (IESF). The City and PLSLWD previously worked
together to successfully install a similar IESF at Fish Point Park to address
excess phosphorus loading.
Water discharging from the ponds enters a bay of Lower Prior Lake near
the end of Shady Beach Trail NE. Based on past communications with
local residents, this bay is shallow and experiences periodic algae blooms
along with heavy aquatic vegetation growth. Phosphorus is a nutrient
needed for plant growth, and when it is available in excess quantities in
surface water, it can drive algae blooms. The proposed project directly
addresses phosphorus loading, increasing the pond system’s annual
phosphorus treatment capacity by 172% (15.4 lbs to 41.9 lbs). Treating this
additional 26.5 lbs of phosphorus could potentially reduce algae in Lower
Prior Lake by over 13,250 lbs each year. This number, based on the
common approximation of 1 lb of phosphorus resulting in the potential
growth of 500 lbs of algae in surface water, provides another way to help
quantify the potential impact of the project.
The City requires engineering construction services during the project
implementation phase, including project management, construction
observation, and construction surveying. WSB & Associates, Inc., as the
project design engineer, is proposing to complete engineering construction
services for a cost of $36,300.00 (Attachment 2).
Conclusion
Staff is recommending that the City Council approve a resolution to
authorize the execution of the City’s standard professional services
agreement for this phase of the project (Attachment 3). Project construction
will commence in February 2018 with substantial completion by May 25,
2018.
ISSUES: According to the City’s Purchasing Policy, contracts for professional
services such as those provided by engineers are exempt from competitive
bidding requirement. The Policy includes goals to ensure all purchases are
consistent with Minnesota Statutes, to establish internal controls, to
maintain appropriate documentation, and to ensure the best value for the
public money. All required City Purchasing Policy procedures are being
followed for this purchase.
On December 11, 2017, seven 5th graders from Sage Academy Prior Lake
Savage Area Schools and St. Michaels Catholic School who are part of the
Circuit Surge robotics team presented information in support of this project
to the City Council during the Public Forum. Staff will provide updates to
the team regarding this project, including potential learning and volunteer
opportunities at the site during and after construction.
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The City has an obligation to protect and improve the water quality of our
water resources. We are under a State mandate to maintain our Municipal
Separate Storm Sewer System (MS4). Allocating resources to complete
this type of MS4 maintenance project shows a commitment to an important
part of our overall stormwater program.
FINANCIAL
IMPACT:
The City’s CIP reserves $300,000 in 2017-2018 for stormwater pond
maintenance and retrofit implementation. Within this allocation, the Sand
Point Beach Park Ponds Maintenance and Retrofit Project was identified.
Funding for this project will be taken from Account # 602-49420.00-
55530.00.
ALTERNATIVES: 1. Motion and a second as part of the consent agenda to approve the
resolution which authorizes the Mayor and City Manager to execute the
City’s standard professional services agreement with WSB & Associates,
Inc. for the Sand Point Beach Park Ponds Maintenance and Retrofit
Project.
2. Motion and a second to remove this item from the consent agenda for
additional discussion.
RECOMMENDED
MOTION:
Alternative #1
4646 Dakota Street SE
Prior Lake, MN 55372
RESOLUTION 18-___
A RESOLUTION AUTHORIZING THE EXECUTION OF THE CITY’S STANDARD
AGREEMENT FOR PROFESIONAL SERVICES FOR THE SAND POINT BEACH PARK
PONDS MAINTENANCE AND RETROFIT PROJECT – CONSTRUCTION SERVICES
Motion By: Second By:
WHEREAS, The Sand Point Beach Park pond maintenance and retrofit project was identified in
the 2017-2018 Capital Improvement Program; and
WHEREAS, The City Council previously passed Resolution 18-021, approving bids and
authorizing execution of the City’s standard construction contract to construct the
project; and
WHEREAS, WSB & Associates, Inc. is the City’s design engineer for the project; and
WHEREAS, This purchase is consistent with the City’s Purchasing Policy; and
WHEREAS, City Staff recommends authorizing the execution of the City’s standard agreement
for professional services with WSB & Associates, Inc. for the Sand Point Beach
Park Ponds Maintenance and Retrofit Project – Construction Services.
NOW THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF PRIOR LAKE,
MINNESOTA as follows:
1. The recitals set forth above are incorporated herein.
2. The Mayor and City Manager are authorized to execute the City’s Standardized Agreement for
Professional Services with WSB & Associates, Inc. for an amount of $36,300.00.
3. Expenditures for these services will be drawn from Account # 602-49420.00-55530.00.
4. The 2018 Stormwater Fund budget will be amended to reflect the amount of the professional services
agreement for this phase of the project (account 602-49420.00-55530.00).
5. Funding will be provided by Fund reserves.
Passed and adopted by the Prior Lake City Council this 20th day of February 2018
VOTE Briggs McGuire Thompson Braid Burkart
Aye ☐ ☐ ☐ ☐ ☐
Nay ☐ ☐ ☐ ☐ ☐
Abstain ☐ ☐ ☐ ☐ ☐
Absent ☐ ☐ ☐ ☐ ☐
______________________________
Frank Boyles, City Manager
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SAND POINT BEACH PARK
POND IMPROVEMENTS
CITY OF PRIOR LAKE
PROJECT LOCATION MAP
F/O
UGT
G
EXISTING PLAN SYMBOLS
PROPERTY LINES/RIGHT-OF-WAY
UTILITY EASEMENT
TREE LINE
SIGN
DECIDUOUS TREE
SHRUB
CONIFEROUS TREE
EXISTING UTILITY SYMBOLS
FIBER OPTIC CABLE
UNDERGROUND TELEPHONE
GAS LINE
CATV VAULT
POWER POLE
ELECTRIC BOX
CATCH BASIN
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CABLE TV
OVERHEAD COMMUNICATIONS LINE
UGE
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UNDERGROUND POWER
OVERHEAD POWER
UGEUNDERGROUND ELECTRIC
OHTOVERHEAD TELEPHONE
WATER MAIN
SANITARY SEWER
STORM SEWER
GATE VALVE
HYDRANT
SANITARY SEWER MANHOLE
STORM SEWER MANHOLE ST
s
COUNTY:SCOTT
PROJECT LOCATION
THE SUBSURFACE UTILITY INFORMATION IN THIS PLAN IS UTILITY QUALITY LEVEL D. THIS UTILITY QUALITY LEVEL WAS DETERMINED ACCORDING TO THE
GUIDELINES OF CI/ASCE 38-02, ENTITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA."
GOPHER ONE CALL TICKET NUMBER:
UTILITY COORDINATION MEETING HELD ON:
APPROVED BYSHEET NO.DATE
PLAN REVISIONS
ALL APPLICABLE FEDERAL, STATE, AND LOCAL LAWS AND ORDINANCES
WILL BE COMPLIED WITH IN THE CONSTRUCTION OF THIS PROJECT.
THIS PLAN SET CONTAINS 12 SHEETS
I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDERMY DIRECT SUPERVISION, AND THAT I AM A DULY LICENSED PROFESSIONAL
ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
LICENSE NUMBER:DATE:01/22/2018 49170
JACOB NEWHALL, P.E.
WSB
SHEET
OFWSB PROJ. NO. 011127-000 1
THIS PLAN SET HAS BEEN PREPARED FOR:
CITY OF PRIOR LAKE
4646 DAKOTA ST. SE
PRIOR LAKE, MN 55372
(952) 447-4245
A CALL TO GOPHER STATE ONE (651-454-0002)IS REQUIRED A MINIMUM OF 48 HOURS PRIORTO PERFORMING ANY EXCAVATION.
EXCAVATION NOTICE SYSTEM
PLAN SET INDEX
GOVERNING SPECIFICATIONS
UTILITY INFORMATION
THE 2018 EDITION OF THE MINNESOTA DEPARTMENT OF TRANSPORTATION
"STANDARD SPECIFICATIONS FOR CONSTRUCTION" SHALL GOVERN.
ALL TRAFFIC CONTROL DEVICES SHALL CONFORM TO THE LATEST EDITION OF
THE MINNESOTA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, INCLUDING
THE LATEST FIELD MANUAL FOR TEMPORARY TRAFFIC CONTROL ZONE
LAYOUTS.
12
PROPOSED LEGEND
CATCH BASIN
STORM APRON
STORM SEWER PIPE
STORM SEWER MANHOLE
PROPOSED CONTOUR MAJOR
PROPOSED CONTOUR MINOR 862
860
Sheet List Table
SHEET
NUMBER SHEET TITLE
1 TITLE SHEET
2 EXISTING CONDITIONS & REMOVALS PLAN
3 ST0RM SEWER PLAN
4 ST0RM PLAN & PROFILE
5 GRADING PLAN
6 EROSION CONTROL & LANDSCAPE RESTORATION PLAN
7 STORM WATER POLLUTION PREVENTION PLAN
8 STORM WATER POLLUTION PREVENTION PLAN
9 STORM WATER POLLUTION PREVENTION PLAN
10 DETAILS
11 DETAILS
12 DETAILS
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REMOVE EXISTING STRUCTURE
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LEGEND:
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F
P
R
I
O
R
L
A
K
E
STORM SEWER
PLANS
SHEET
OF12
3
LEGEND
CATCH BASIN
STORM APRON
STORM SEWER
STORM SEWER MANHOLE
PROPOSED CONTOUR MAJOR
PROPOSED CONTOUR MINOR 862
860
920
925
930
935
940
945
950
955
960
920
925
930
935
940
945
950
955
960
94
8
.
3
94
8
.
2
94
8
.
9
94
7
.
5
94
3
.
2
93
8
.
2
93
2
.
8
92
5
.
9
92
5
.
7
9
0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50
134' - 18" RCP CL V @ 2.06%
STMH 2
INV: 924.00 (W)
TYPE: 48"
STA: 2+54.50, 0.00'RIM: 938.06INV: 930.50 (N)
EXISTING 8" V.C.P. SANITARY SEWER
EX SMH-3
INV: 927.79 (S)
TYPE: 48"
STA: 2+27.56, 24.80' RT
RIM: 938.80INV: 927.79 (NE)
EX SMH-4
INV: 935.85 (SW)
INV: 935.85 (E)
TYPE: 48"
STA: 0+22.64, -8.14' LT
RIM: 947.25INV: 935.85 (NW)
227' - 18" RC
P
C
L
V
@
4
.
6
2
%
STMH 1 (DS-3)
TYPE: 48"
STA: 0+27.48, 0.00'
RIM: 947.65
IE: 941.0 (SE)
EXISTING 8" S
A
N
I
T
A
R
Y
S
E
W
E
R
935935
9
2
2
9
2
3
92
4
92
5
93
0
94
0
93
5
95
2
95
1
95
0
94
9
94
8
94
7
94
6
9
4
5
94
0
93
9
94
6
94
5
9
4
4
93
5
9
3
6
93
7
93
8
9
3
9
94
0
9
4
1
94
2
9
4
3
94
4
9
4
5
946
9
4
7
948
949
948
9
4
7
94
6
94
9
95
0
951
9
5
2 Bir
c
h
w
o
o
d
A
v
e
S
T
S
S
S
S0+00
1+00
2+00
3+
0
0
3+
9
0
S
T
S
T
s
s
s
s
9
2
5
925
930
935
940
945
950
955
925
930
935
940
945
950
955
94
8
.
3
94
8
.
2
94
8
.
9
94
8
.
3
0
94
8
.
2
1
94
8
.
9
0
0+00 0+50 1+00
25' - 12" RCP CL V @ 3.94%
26' - 12" RCP CL V @ 4.24%
EX SMH-4
STMH DS-3
CB 5
INV: 945.00 (S)
TYPE: 48"
STA: 0+03.33, 9.43' RT
RIM: 948.61
CB 4
INV: 946.00 (E)
TYPE: 48"
STA: 0+32.26, 24.89' RT
RIM: 949.21
BIRCHWOOD AVENUE
SCALE IN FEET
0
H:
20 40
SCALE IN FEET
0
V:
5 10
WSB
WSB PROJECT NO.:
RE
V
I
S
I
O
N
S
NO
.
DA
T
E
DE
S
C
R
I
P
T
I
O
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K:
\
0
1
1
1
2
7
-
0
0
0
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d
w
g
1/
2
4
/
2
0
1
8
1
:
2
2
:
5
2
P
M
INSERT CLIENT LOGO
SAVE CUSTOM
BORDER DWT IN
PROJECT CAD LIBRARY
N
011127-000
SCALE:
PLAN BY:
DESIGN BY:
CHECK BY:
AS SHOWN
CKJ
SLH
JHN
I
H
E
R
E
B
Y
C
E
R
T
I
F
Y
T
H
A
T
T
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I
S
P
L
A
N
,
S
P
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OR
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P
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P
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S
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A
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S
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D
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S
S
I
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A
L
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N
G
I
N
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E
R
U
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D
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R
T
H
E
LA
W
S
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F
T
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S
T
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S
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A
.
LI
C
.
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:
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:
JA
C
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E
W
H
A
L
L
,
P
.
E
.
01
/
2
2
/
2
0
1
8
49
1
7
0
SA
N
D
P
O
I
N
T
B
E
A
C
H
P
A
R
K
PO
N
D
I
M
P
R
O
V
M
E
N
T
S
CI
T
Y
O
F
P
R
I
O
R
L
A
K
E
ST0RM PLAN &
PROFILE
SHEET
OF12
4
CB 4
CB 5
STMH-1 (DS-3)
STMH 2
FES 3 LEGEND
CATCH BASIN
STORM APRON
STORM SEWER
STORM SEWER MANHOLE
PROPOSED CONTOUR MAJOR
PROPOSED CONTOUR MINOR 862
860
EX SMH
RE: 947.3
IE: 935.85
(ASBUILT)
Bir
c
h
w
o
o
d
A
v
e
SAND POINT BEACH PARK
Cr
e
s
t
A
v
e
ST
S
S
S
S
S
S
ST
100 YEAR HWL = 934.7
100 YEAR HWL = 928.5
938
937
936
935935
935 934
933
932
931
930
929
928
927
926
925
93
8937
936935934
933
932
931
930
929
928927
926
925
922
923
924
926
927
928
929
922 923 924 925
93
0
940
93
5
9
3
0
9
3
4
9
3
5
930931
932933
934935
936
937
938939
940
941
942
943
944
945
946
947
948
949
950
951
952
9
6
0
9
5
9
9
5
8
9
5
7
9
5
6
95
5
95
4
95
4
953
955
956
957
952
951
950
949
948
947
946
945
940939
948
947
946
945
944943
942941 940
945
944
943
942
941
940 935936937
938
93
9
941
942
93
1
930
92
5
932
933
9
3
4
9
3
3
93
2
9
3
1
930
929
926926
927
928
929
9
3
0
917
920
918
919
921 922 923 924
925
926
927
928
931 930 929 928 927 926 925 924 923
922
921
920919
935
930
925
935
930
925
9
3
0
9
2
5
921 922 923 924
926 927 928 929931932933934936937938
939
936
937
938
939
940
941
942
943 944
945
94
6
947
948
949
94
8
947 946 945 944
949
950951
94
3
9
4
2
94
1
9
4
0
952
953
954
956
955
9
3
9
9
3
8
93
7
9
3
6
93
5
925924923922921
904
905
906907908
909 910 911912913914915916917918
919
920
90
590
6
907
908
909
910
911912
913914915
9
0
4
9
0
6
907
909
910
911
912
913
914915
916
917
918
919
920921922923
924
925
920
925
930
0+
0
0
1+
0
0
2+
0
0
3+00
3+90
ST
ST
ST ST
ST
s
s
s
DTL
DTL
DTL DTL
DTL DTL DTL
DTL DTL
ST
ST
8" V
.
C
.
P
.
s
s
s
s s
s
ST
ST
ST
92
4
9
2
3
92
6
9
2
5
93
0
9
2
7
92
8
9
2
9
921
9
3
3
9
2
5
9
3
0
9
2
5
9
2
4
9
2
6
93
5
94
0
913
908
922
907
914
912
915914
917918
919920
921
922
923
923
921 920 919 918 917
9
1
7
906 905
911 912 913 914 915
915
91
4
91
4
911
910
915
915
904
910 909
911 912 913
925
930
935
940
941
9
2
1
93
4
93
2
9
3
0
9
2
8
9
2
6
92
4
9
2
2
921
922
924 925
926
9
2
0
9
1
9
PROPOSED TRAIL TO
BE CONSTRUCTED ATA LATER DATE
EXISTING TRAIL WILL BE
REMOVED AND REPLACED.
LEGEND:
BITUMINOUS PATH (TO BE BUILT AT A LATER DATE)
SCALE IN FEET
0
H:
40 80
WSB
WSB PROJECT NO.:
RE
V
I
S
I
O
N
S
NO
.
DA
T
E
DE
S
C
R
I
P
T
I
O
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K:
\
0
1
1
1
2
7
-
0
0
0
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a
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1
1
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2
7
-
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0
0
0
5
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R
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A
N
.
d
w
g
1/
2
4
/
2
0
1
8
1
:
2
3
:
5
2
P
M
INSERT CLIENT LOGO
SAVE CUSTOM
BORDER DWT IN
PROJECT CAD LIBRARY
N
011127-000
SCALE:
PLAN BY:
DESIGN BY:
CHECK BY:
AS SHOWN
CKJ
SLH
JHN
I
H
E
R
E
B
Y
C
E
R
T
I
F
Y
T
H
A
T
T
H
I
S
P
L
A
N
,
S
P
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C
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C
A
T
I
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N
,
OR
R
E
P
O
R
T
W
A
S
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R
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P
A
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D
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N
D
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V
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A
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Y
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C
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N
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A
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N
G
I
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E
R
U
N
D
E
R
T
H
E
LA
W
S
O
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T
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S
T
A
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O
F
M
I
N
N
E
S
O
T
A
.
LI
C
.
N
O
:
DA
T
E
:
JA
C
O
B
N
E
W
H
A
L
L
,
P
.
E
.
01
/
2
2
/
2
0
1
8
49
1
7
0
SA
N
D
P
O
I
N
T
B
E
A
C
H
P
A
R
K
PO
N
D
I
M
P
R
O
V
M
E
N
T
S
CI
T
Y
O
F
P
R
I
O
R
L
A
K
E
GRADING PLAN
SHEET
OF12
5
"LOWER PRIOR LAKE IS LOCATED
APPROXIMATELY 500 FT
SOUTHEAST OF THE PROJECT".
Bir
c
h
w
o
o
d
A
v
e
SAND POINT BEACH PARK
ST
S
S
S
S
S
S
ST
100 YEAR HWL = 934.7
100 YEAR HWL = 928.5
938
937
936
935935
935 934
933
932
931
930
929
928
927
926
925
93
8937
936935934
933
932
931
930
929
928927
926
925
922
923
924
926
927
928
929
922 923 924 925
93
0
940
935
9
3
0
9
3
4
9
3
5
930931
932933
934935
936
937
938939
940
941
942
943
944
945
946
947
948
949
950
951
9
5
9
9
5
8
9
5
7
9
5
6
95
5
95
4
95
4
953
955
956
957
952
951
950
949
948
947
946
945
940939
948
947
946
945
944943
942941 940
945
944
943
942
941
940 935936937
938
93
9
941
942
93
1
930
925
932
933
9
3
4
9
3
3
93
2
9
3
1
930
929
926926
927
928
929
9
3
0
917
920
918
919
921 922 923 924
925
926
927
928
931 930 929 928 927 926 925 924 923
922
921
920919
935
930
925
935
930
925
9
3
0
9
2
5
921 922 923 924
926 927 928 929931932933934936937938
939
936
937
938
939
940
941
942
943 944
945
94
6
947
948
94
9
94
8
947 946 945 944
949
950951
94
3
9
4
2
94
1
9
4
0
952
953
954
956
955
9
3
9
9
3
8
93
7
9
3
6
93
5
925924923922921
904
905
906907908
909 910 911912913914915916917918
919920
90
590
6
907
908
909
910
911912913914915
9
0
4
9
0
6
907
909
910
911
912
913
914915
916
917
918
919
920921922923
924
925
920
925
930
0+
0
0
1+
0
0
2+
0
0
3+00
3+90
ST
ST
ST ST
ST
s
s
s
DTL
DTL
DTL DTL
DTL DTL DTL
DTL DTL
ST
ST
s
s
s
s s
s
ST
ST
ST
92
4
9
2
3
92
6
9
2
5
93
0
9
2
7
9
2
8
9
2
9
921
9
3
3
9
2
5
9
3
0
9
2
5
9
2
4
9
2
6
93
5
94
0
913
908
922
907
914
912
915914
917918
919920
921
922
923
923
921 920 919 918 917
9
1
7
906 905
911 912 913 914 915
915
91
4
91
4
911
910
915
915
904
910 909
911 912 913
925
930
935
940
941
9
2
1
93
4
93
2
9
3
0
9
2
8
9
2
6
92
4
9
2
2
921
922
924 925
926
9
2
0
9
1
9
PROPOSED TRAIL TO
BE CONSTRUCTED AT
A LATER DATE
EXISTING TRAIL WILL BE
REMOVED AND REPLACED.
UPLAND AREA SHALL BE SEEDED
WITH MIX # 35-241 MESIC PRAIRIE MIX.
POND AREA SHALL BE SEEDED WITH
MIX # 33-261 STORM WATER SOUTH
AND WEST
45 SY ARTICULATED
BLOCK FOREBAY
100 YEAR HWL = 934.7
100 YEAR HWL = 928.5
LEGEND:
SILT FENCE
INLET PROTECTION
FLOW DIRECTION (PRE AND POST-CONSTRUCTION)
ENERGY DISSIPATION
STABILIZED CONSTRUCTION EXIT
UPLAND SEED MIX AND EROSION CONTROL BLANKET
CAT 3N/2S EROSION CONTROL BLANKET (WOOD FIBER OR
HYDRAULIC MULCH) WITH MNDOT SEED MIX 33-261 @ 35
LBS/ACRE WITH FERTILIZER TYPE 4 (18-1-8) @ 150 LBS/ACRES
CAT 3N/2S EROSION CONTROL BLANKET (WOOD FIBER ORHYDRAULIC MULCH ) WITH MNDOT SEED MIX 35-241 @ 36.5LBS/ACRE WITH FERTILIZER TYPE 4 (18-1-8) @ 150 LBS/ACRE
HYDRAULIC MULCH TYPE 3884.B.2 WITH MNDOT SEED MIX25-151 @ 120 LBS/ACRE WITH FERTILIZER TYPE 3 (SLOWRELEASE; 22-5-10) @ 350 LBS/ACRE
BITUMINOUS ROADWAY / PATH (REMOVE & REPLACE)
BITUMINOUS PATH (TO BE BUILT AT A LATER DATE)
SCALE IN FEET
0
H:
40 80
WSB
WSB PROJECT NO.:
RE
V
I
S
I
O
N
S
NO
.
DA
T
E
DE
S
C
R
I
P
T
I
O
N
K:
\
0
1
1
1
2
7
-
0
0
0
\
C
a
d
\
P
l
a
n
\
0
1
1
1
2
7
-
0
0
0
0
6
-
R
E
S
T
O
R
A
T
I
O
N
.
d
w
g
1/
2
4
/
2
0
1
8
1
:
2
4
:
4
9
P
M
INSERT CLIENT LOGO
SAVE CUSTOM
BORDER DWT IN
PROJECT CAD LIBRARY
N
011127-000
SCALE:
PLAN BY:
DESIGN BY:
CHECK BY:
AS SHOWN
CKJ
SLH
JHN
I
H
E
R
E
B
Y
C
E
R
T
I
F
Y
T
H
A
T
T
H
I
S
P
L
A
N
,
S
P
E
C
I
F
I
C
A
T
I
O
N
,
OR
R
E
P
O
R
T
W
A
S
P
R
E
P
A
R
E
D
B
Y
M
E
O
R
U
N
D
E
R
M
Y
DI
R
E
C
T
S
U
P
E
R
V
I
S
I
O
N
A
N
D
T
H
A
T
I
A
M
A
D
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L
Y
LI
C
E
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S
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D
P
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EROSION CONTROL
& LANDSCAPE
RESTORATION
PLAN
SHEET
OF12
6
EROSION CONTROL NOTES:
1.ALL STREETS IN AND ADJACENT TO THE PROJECT SHALL REMAIN CLEAN AND PASSABLE AT ALL
TIMES. ADJACENT STREET AND CURB LINE TO BE SWEPT FREE OF DEBRIS AT THE END OF EACH
WORK DAY, OR AS OFTEN AS NEEDED TO ENSURE PUBLIC SAFETY.
2.A STABILIZED CONSTRUCTION EXIT WILL BE PLACED AT ALL EXITS ON THE PROJECT SITE IN
ACCORDANCE WITH THE STORMWATER POLLUTION PREVENTION PLAN AND THE APPROVED
STANDARD DETAILS.
3.SEDIMENT CONTROLS MUST BE IN PLACE AND APPROVED BY THE ENGINEER BEFORE ANY
PHASE OF CONSTRUCTION CAN BEGIN.
4.INLET PROTECTION WILL BE INSTALLED AT ALL CATCH INLETS WITHIN THE PROJECT AREA PER
STANDARD DETAILS.
5.STABILIZATION OF DISTURBED AREAS SHALL BE DONE BY PERMANENT TURF ESTABLISHMENT
WHENEVER POSSIBLE.
6.IN THE EVENT THAT PERMANENT STABILIZATION CANNOT BE IMPLEMENTED WITHIN 14 DAYS
AFTER CONSTRUCTION ACTIVITY IN THE DISTURBED AREA HAS CEASED, TEMPORARY
STABILIZATION BMPS MUST BE SCHEDULED TO OCCUR WITHIN THAT 14 DAY TIME FRAME.
7.IN THE EVENT THAT DEWATERING OPERATIONS NEED TO OCCUR, A DEWATERING PLAN MUST BE
SUBMITTED AND APPROVED BY THE ENGINEER BEFORE ANY DEWATERING OPERATIONS TAKE
PLACE. THE PLAN MUST BE DEVELOPED IN ACCORDANCE WITH THE SWPPP GUIDELINES.
8.ALL STOCKPILES MUST HAVE PERIMETER SEDIMENT CONTROL IMPLEMENTED AND MAINTAINED
AT ALL TIMES. STOCKPILES TO RECEIVE TEMPORARY STABILIZATION IF UNWORKED FOR 14
DAYS.
WSB
WSB PROJECT NO.:
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NO
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P
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INSERT CLIENT LOGO
SAVE CUSTOM
BORDER DWT IN
PROJECT CAD LIBRARY
011127-000
SCALE:
PLAN BY:
DESIGN BY:
CHECK BY:
AS SHOWN
CKJ
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STORM WATER
POLLUTION
PREVENTION PLAN
SHEET
OF12
7
WSB
WSB PROJECT NO.:
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NO
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:
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P
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INSERT CLIENT LOGO
SAVE CUSTOM
BORDER DWT IN
PROJECT CAD LIBRARY
011127-000
SCALE:
PLAN BY:
DESIGN BY:
CHECK BY:
AS SHOWN
CKJ
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STORM WATER
POLLUTION
PREVENTION PLAN
SHEET
OF12
8
WSB
WSB PROJECT NO.:
RE
V
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S
I
O
N
S
NO
.
DA
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DE
S
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1
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2
5
:
3
4
P
M
INSERT CLIENT LOGO
SAVE CUSTOM
BORDER DWT IN
PROJECT CAD LIBRARY
011127-000
SCALE:
PLAN BY:
DESIGN BY:
CHECK BY:
AS SHOWN
CKJ
SLH
JHN
I
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STORM WATER
POLLUTION
PREVENTION PLAN
SHEET
OF12
9
INSTALLATIONEROSION CONTROL BLANKETAPPROVED PLATE #
201
I
S OINNE
I T
C
Y
FO RP
M T
OR
L
K
A
E
A
4"-6" OVERLAP
AS PER MANUFACTURERANCHOR, OVERLAP & STAPLE
3' LEVEL (MIN.)
SPECIFICATIONS
NOTES:
1' SPACING ON STAPLESIN ANCHORING TRENCH
ANCHOR SLOT ALTERNATIVE
1.
2.
PLACE 6" OF BLANKET IN TRENCH
ENTRANCEROCK CONSTRUCTIONAPPROVED PLATE #
202
I
S OINNE
I T
C
Y
FO RP
M T
OR
L
K
A
E
A
RADIUS AS REQUIRED (15' MIN)
6" MINIMUM DEPTH
ENTRANCE WIDTHAS REQUIRED(20'MIN)
OF 1" TO 2" CRUSHED ROCK
PUBLIC ROAD
NOTES:
ROCKS AT ENTRANCE CLEAN
WORKSITE MUD OFF OF
TRUCK TIRES BEFORE DRIVING
ON MAIN ROAD
REPLACE CRUSHED ROCK ONCE
SILT FROM TIRES HAS RENDERED
THE ROCK CONSTRUCTION
ENTRANCE INEFFECTIVE, OR AS
DIRECTED BY CITY ENGINEER.
1.
2.
SILT FENCE REQUIREMENTSAPPROVED PLATE #
200
3" DIA. STEEL POST
OR 2" X 2" WOOD
POST 4' MAX
SPACING
SET POSTS AND EXCAVATE
A 6" X 6" TRENCH UPSLOPE
ALONG THE LINE OF THE
POSTS
TRENCH
6" X 6"
STEP 1 STEP 2
STEP 3
STAPLE WOVEN
MONOFILAMENT
FABRIC TO EACH
POST
FLOW DIRECTION
LAY FABRIC
IN TRENCH
COMPACTED
FLOW DIRECTION
BACKFILL
30"MIN
30"MIN
BACKFILL THE TRENCH
AND COMPACT THE
EXCAVATED SOIL
FL
O
W
FL
O
W
A
A
B
SHOULD THE FABRIC DECOMPOSE OR BECOME
INEFFECTIVE PRIOR TO END OF EXPECTED USEABLE
LIFE AND THE BARRIER IS STILL NECESSARY, THE
FABRIC SHALL BE REPLACED PROMPTLY.
FILTER BARRIERS SHALL BE INSPECTED WITHIN 24
HOURS AFTER 12" RAINFALL AND AT LEAST WEEKLY
DURING ACTIVE CONSTRUCTION. ANY REQUIRED
REPAIRS SHALL BE MADE WITH 24 HOURS OF NOTICE.
SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER
EACH STORM EVENT AND MUST BE REMOVED WHEN
DEPOSITS REACH APPROXIMATELY HALF THE HEIGHT
OF THE BARRIER.
ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER
THE SILT FENCE OR FILTER BARRIER IS NO LONGER
REQUIRED, SHALL BE DRESSED TO CONFORM WITH
THE EXISTING GRADE, PREPARED AND SEEDED.
ELEVATION POINTS "A" SHOULDBE HIGHER THAN POINTS "B"
BOTTOM OFDRAINAGE WAY
I
S OINNE
I T
C
Y
FO RP
M T
OR
L
K
A
E
A
NOTES:
SILT FENCE SHALL FOLLOW MNDOT MATERIAL SPEC.
3886
5.
4.
3.
2.
1.
FOR STORM SEWERSTANDARD CATCH BASINL
K
A
E
F
I T
C
Y O IORPR PLATE #
301
5"
RAISE BACK TO MAX. HEIGHT
6"
VARIES
APPROVED
MINN SE O T A
8"
"INFI-SHIELD" EXTERNAL
CATCH BASIN SEAL
OR APPROVED EQUAL
NO CATCH BASIN SHALL
BE ORDERED UNTIL
ENGINEER APPROVES
SHOP DRAWINGS.
OR APPROVED EQUAL
HIGH VANE GRATE
CATCH BASIN CASTING
CL-5 AGGREGATE
AS DIRECTED
BY CITY ENGINEER
OUTSIDE. ALL MORTAR/GROUT
SHALL BE WITH NON-SHRINKING
"NEENAH R-3067-V"
24" x 36"
PRECAST
5"
CEMENT. SLOPE INVERT TO
DIRECT FLOW TO OUTLET.
DIRECTION OF FLOW
36"5"
3 1/2"18"3 1/2"
5"
ALL DOGHOUSES SHALL BE
GROUTED ON INSIDE AND
32" X 44" X 6" THICK
PRECAST CONCRETE
BASE FOR SLAB AND
BOX CONSTRUCTION.
"RAMNECK" OR APPROVED
EQUAL FOR SLAB AND BOX
CONSTRUCTION
4" MIN - 12" MAX CONCRETE ADJUSTING
RINGS WITH 1/3" MIN - 1/2" MAX
MORTAR BETWEEN RINGS
PLAN VIEW -TOP
SECTION VIEW
PLATE #
300STANDARD STORMSEWER MANHOLE
FLOW
VARIABLE
FLOW
VARIABLE
16"
"I.D."
"T" **
"B" ***
APPROVED
Y O
M
T I C
OR
T ANINSOE
PF RI
A
K
E
L
8"
AS DIRECTED
BY CITY ENGINEER
CL-5 AGGREGATE
JOINT WITH
"INFI-SHIELD" EXTERNAL
JOINT SEAL WRAP
OR APPROVED EQUAL
RUBBER GASKET
NO TONGUE OR GROOVE
AT TOP AND BOTTOM OF
MANHOLE IF SLAB AND
BARREL CONSTRUCTION
"RAMNECK" OR
APPROVED EQUAL
"INFI-SHIELD" EXTERNAL
MANHOLE / CATCH BASIN SEAL
OR APPROVED EQUAL
ASTM C-443
NOTES:
1. NO MANHOLE SHALL BE ORDERED UNTIL ENGINEER APPROVES SHOP DRAWINGS.
2. USE 72" MANHOLE IF THE DISTANCE BETWEEN HOLES IS LESS THAN 1/2 OF SMALLEST PIPE OUTSIDE DIAMETER.
FRAME AND COVER
STANDARD MANHOLE
OR APPROVED EQUAL
(STAMPED "STORM SEWER")
"MCI 301-C" OR "NEENAH R-1733"
CATCH BASIN CASTING, OR
"NEENAH R-4342" YARD
ASTM C-478
PRECAST REINFORCED
CONCRETE MANHOLE SECTION
* MNDOT STANDARD PLATE NO. 3000L
** MNDOT STANDARD PLATE NO. 4022A FOR 3' X 2' OPENING
** MNDOT STANDARD PLATE NO. 4020J FOR 27" DIA OPENING
*** MNDOT STANDARD PLATE NO. 4011E
"W" *
WALL CONSTRUCTION
SHALL BE CLASS II PRECAST
PIPE, MNDOT STANDARD
PLATE NO. 3000L
"O.D."
CATCH BASIN CASTING,
"NEENAH R-3067-V" STREET
PROVIDE SMOOTH FLOW
FROM INLET TO OUTLET
GROUT INVERT TO
SHALL BE GROUTED ON
INSIDE AND OUTSIDE.
ALL MORTAR/GROUTING
SHALL BE WITH
ALL DOGHOUSES SHALL
"M.A. INDUSTRIES PS1-PF" STEEL
REINFORCED COPOLYMER
POLYPROPELENE MANHOLE STEP
OR APPROVED EQUAL SPACED 16"
O.C. AND LOCATED OVER
DOWNSTREAM SIDE. SHALL
CONFORM TO OSHA STANDARDS.
8" X 92"8" X 78"
6" X 64"
86"
I.D.48"60"72"
O.D.
72"58"6"7"
W5"
8" X 86"8" X 72"
6" X 58"T B
4" MIN - 12" MAX CONCRETE ADJUSTING
RINGS WITH 1/3" MIN - 1/2" MAX
MORTAR BETWEEN RINGS
NON-SHRINKING CEMENT.
IF STANDARD MANHOLE FRAME AND COVER IS USED,
ADJUST 1/4" MIN - 1/2" MAX BELOW FINISHED BLACKTOP
"NEENAH R-1979" MANHOLE ADJUSTING RING OR
APPROVED EQUAL FOR WEAR COURSE ADJUSTMENT
CONCRETE APRONSTRASH GUARDS FORAPPROVED PLATE #
305
PIPE
SIZE
12" - 24"
27" - 48"
54" - 90"
22" - 29"
36" - 59"
65" - 88"
BOLT LG. = PIPE WALL THK. + 2 1/2"
AR
C
H
RO
U
N
D
AR
C
H
RO
U
N
D
BAR SIZES
STANDARD DESIGN HEAVY DESIGN
REQ'D
HOLE DIA.
DIA.
BOLT
SIZE
BAR
SIZE
BAR
DIA.
BOLT
REQ'DSIZE
PIPE
1 1/8"
7/8"
3/4"
1 1/8"
7/8"
3/4"
1"
3/4"
5/8"
1"
3/4"
5/8"
1"
3/4"
5/8"
1"
3/4"
5/8"5/8"3/4"12" - 18"
21' - 48"
54" - 90"
22"
29" - 59"
65" - 88" 1 1/8"
7/8"
3/4"
1 1/8"
7/8" 3/4"
1"
5/8"
3/4"
1" 1 1/4"
1"
1 1/4"
1"
BOLT
HOLES
H
6" MAX.
HINGED CONNECTIONS
ALL GUARDS TO HAVE MIN (1) CROSS BAR,
60" AND UP TO HAVE (2) BARS
EQUALLY SPACED
SIZE OF PIPE H
12" TO 18" 4"
21" TO 42" 6"
48" TO 72" 12"
HOLE DIA.
3/4"
3/4"
L
R
T A
FO IO
M
C
I T Y
INN SE O
RP
E
K
A
NOTES:
1. BARS & PLATES ARE HOT-ROLLED STEEL
2. BARS, PLATES & PIPE ARE FINISHED WITH
TWO COATS OF ALUMINUM PAINT
3. BOLTS ARE HOT DIP GALVANIZED PER MNDOT
STANDARD SPECIFICATION 3392 AND ASTM A 153
4. PROVIDE GAP (H) AT BOTTOM OF TRASH GUARD TO
ALLOW DEBRIS TO PASS THROUGH. GAP SHALL FOLLOW
TABLE BELOW:
WSB
WSB PROJECT NO.:
RE
V
I
S
I
O
N
S
NO
.
DA
T
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DE
S
C
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1/
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/
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1
8
1
:
2
6
:
4
9
P
M
INSERT CLIENT LOGO
SAVE CUSTOM
BORDER DWT IN
PROJECT CAD LIBRARY
011127-000
SCALE:
PLAN BY:
DESIGN BY:
CHECK BY:
AS SHOWN
CKJ
SLH
JHN
I
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B
Y
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TYPICAL SECTION8' BITUMINOUS TRAILAPPROVED PLATE #
610
6"6"8'-0"
6" AGGREGATE BASE CLASS 5
100% CRUSHED LIMESTONE
2 1/2" PLANT-MIXED BIT.
MnDOT (MVWE45035B)
BIT. TRAIL
APPROVED SUBGRADE
(SUBGRADE TO BE INSPECTED BY CITY
PRIOR TO CLASS 5 PLACEMENT)
TAMPED EDGES
@ 45 DEGREES
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1. POND ACCESS TRAILS SHALL BE 10' WIDE
AND HAVE 4" OF BITUMINOUS.
2. COORDINATE TRAIL ALIGNMENT WITH CITY
PRIOR TO SUBGRADE PREPARATION.
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* SEE PLATE #601 IF CONCRETE SIDEWALK IS REQUIRED
** MAY BE REDUCED TO 14' WITH CITY APPROVAL
NOTES:
1. SECTION ABOVE IS THE MINIMUM THICKNESS REQUIRED FOR
A LOCAL STREET. ALL STREETS SHALL HAVE A MINIMUM 4"
BITUMINOUS PAVEMENT SECTION AND 6" OF CLASS 5 AGGREGATE BASE.
2. DESIGN SHALL BE BASED ON SOIL BORINGS R-VALUE DETERMINED
BY AN INDEPENDENT TESTING COMPANY.
3. LOCAL STREET SECTION SHALL BE 7 TON DESIGN WITH ALL OTHER
STREET CLASSIFICATIONS TO BE 9 OR 10 TON DESIGN PER MNDOT.
4. TACK COAT SHALL BE PLACED BETWEEN BITUMINOUS LIFTS. THE FACE OF THE
CONCRETE GUTTER SHALL BE TACKED PRIOR TO EACH BITUMINOUS LIFT. THE
STREET SHALL BE CLEANED PRIOR TO PLACING THE TACK COAT.
9'
16'**16'**9'
*50' R/W MIN. IN RESIDENTA
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6" CROWN (MIN 2%)
5" MIN. TOPSOIL
BITUMINOUSCURB & GUTTER (TYP)
BELOW CURB & GUTTERMIN. 3" AGGREGATE BASE
2% MIN.
6"
1-1/2" #2360 TYPE MV 3 WEARING COURSE (MVWE45035B)
#2357 TACK COAT
2-1/2" #2360 TYPE MV 3 BITUMINOUS BASE (MVNW35035B)
6" CLASS 5 AGGREGATE BASE (100% CRUSHED LIMESTONE)
2' GRANULAR BORROW
R/W
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SAVE CUSTOM
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PROJECT CAD LIBRARY
011127-000
SCALE:
PLAN BY:
DESIGN BY:
CHECK BY:
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1' MIN SUMP FROM EX. INV.
DRILL & GROUT REBAR INBASE AND WALL OF MANHOLE31/2"MIN.
SECTION BB
NO SCALE
CENTER WEIR WALLON STRUCTURE LEG
1.8' x 5.0' x 9"
INV:916.50
15" RCP INLET PIPE
10" DIP OUTLET PIPE
(TIE INTO EXISTING)
60" DIA. PRECAST RCP
SECTION AA
NO SCALE
PLAN
A
A
NO SCALE
PROVIDE 4-1/2" SS ANCHORBOLTS W/CLIPS
HAALA-TYPE GRATEOR EQUIVALENT.HOT DIPPED GALVANIZEDGRATE IN 2 SECTIONS
14" X 1 -12" FLAT BAR(ROLLED TO PROVIDEOUTER RING)
GALVANIZEDHINGES WITH (TYP)
GALVANIZED LIFT HANDLE (TYP)
OUTSIDE MH WALL TOFLAT BAR = 1"
15
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CASTING IS INCIDENTALTO STRUCTURE
10
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12" AGGREGATEBASE, CLASS 5(INCIDENTAL)
COMPACTED SUBGRADE
DETAIL 1 - SUBMERGED SKIMMER / EMERGENCY OVERFLOW STRUCTURE
STRUCTURE DESIGN SPECIAL 1
12" EPOXY COATEDBARS @ 9" O.C.E.W.
1.8'x5.0'x9" CONCRETE WALL
CENTERED ON STRUCTURE LEG.
INV:917.0
8" HDPE INLET PIPE WITH
SLUICE GATE (917.0)
COMMON BORROW
18" OF SPECIAL FILTRATION MEDIA
GEOTEXTILE FILTER TYPE IV
911.00
909.5
904.00
BERM DETAIL
IN-SITU SOIL
6" DRAIN TILE (TYPICAL)
(5) ADAPTER ANGLES
VARIABLE 0° - 360°
ACCORDING TO PLANS
(3) VARIABLE SUMP DEPTH
ACCORDING TO PLANS
(10" MIN. BASED ONMANUFACTURING REQ.)
6" MIN
MINIMUM PIPE BURIALDEPTH PER PIPEMANUFACTURER
RECOMMENDATION
(MIN. MANUFACTURING
REQ. SAME AS MIN. SUMP)
(3) VARIABLE INVERT HEIGHTS
AVAILABLE (ACCORDING TO
PLANS/TAKE OFF)
WATERTIGHT JOINT
(CORRUGATED HDPE SHOWN)
30" DOME
1 - GRATES/SOLID COVER SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05.
2 - FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05.
3 - DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS.
RISERS ARE NEEDED FOR BASINS OVER 84" DUE TO SHIPPING RESTRICTIONS.
SEE DRAWING NO. 7001-110-065.
4 - DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO
ASTM D3212 FOR CORRUGATED HDPE (ADS N-12/HANCOR DUAL WALL),
N-12 HP, & PVC SEWER (4" - 24").
5 - ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0° TO 360°. TO DETERMINE MINIMUM
ANGLE BETWEEN ADAPTERS SEE DRAWING NO. 7001-110-012.
THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER
GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I,
CLASS II, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321.
BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE
PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321.
(4) VARIOUS TYPES OF INLET & OUTLET ADAPTERS AVAILABLE:
4" - 30" FOR CORRUGATED HDPE (ADS N-12/HANCOR DUAL WALL,
ADS/HANCOR SINGLE WALL), N-12 HP, PVC SEWER (EX: SDR 35),
PVC DWV (EX: SCH 40), PVC C900/C905, CORRUGATED & RIBBED PVC
STRUCTURE DESIGN SPECIAL 2
ELEV.918.5
INV:916.5
6" OF SALVAGED TOP SOIL
914.0
8" OF WASHED AGGREGATE
WITH 10" MOUNDING AT EACH
DRAINTILE
1' MIN SUMP FROM EX. INV.
DRILL & GROUT REBAR INBASE AND WALL OF MANHOLE31/2"MIN.
SECTION BB
NO SCALE
1.8' x 5.0' x 9"
INV:940.3
15" RCP INLET PIPE15" OUTLET PIPE
(TIE INTO EXISTING)
48" DIA. PRECAST RCP
SECTION AA
NO SCALE
12" AGGREGATEBASE, CLASS 5(INCIDENTAL)
COMPACTED SUBGRADE
STMH-1
STRUCTURE DESIGN SPECIAL 3
12" EPOXY COATEDBARS @ 9" O.C.E.W.
1.8'x5.0'x9" CONCRETE WALL
CENTERED ON STRUCTURE LEG.
INV:940.5
18" INLET PIPE (940.5)
ELEV.945.0
947.63
TIE INTO EXISTING
919.5
WSB
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DESIGN BY:
CHECK BY:
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701 Xenia Avenue South | Suite 300 | Minneapolis, MN 55416 | (763) 541-4800
Building a legacy – your legacy.
Equal Opportunity Employer | wsbeng.com
G:\Group Data\WATER RESOURCES\Proposals\Prior Lake\LTR PROP-p young-020618-SandPtBeachPkPondRetrofitCONSTRUCTION.doc
February 7, 2018
Mr. Pete Young
Water Resources Engineer
City of Prior Lake
4646 Dakota Street SE
Prior Lake, MN 55372
Re: Sand Point Beach Park Pond Maintenance and Retrofit Project – Construction Services
City of Prior Lake, MN
Dear Mr. Young:
Attached for your review and approval is our proposed scope of services, fee, and schedule for providing
professional engineering services to complete construction management, observation, and surveying for
the Sand Point Beach Park Pond Maintenance and Retrofit Project. The goal of this project is to complete
the recommended pond maintenance/expansion activities, storm sewer diversion, iron enhanced sand
filter retrofit, native vegetation, trail reconstruction, and other necessary improvements.
We are excited to continue to work with you on this project. If you are in agreement with this proposal,
please sign where indicated and return one copy to me. Please do not hesitate to contact me at 763-231-
4861 with any questions.
Sincerely,
WSB & Associates, Inc.
Jake Newhall, PE
Water Resource Project Manager
Attachment
ACCEPTED BY:
City of Prior Lake, MN
Name
Title
Date
G:\Group Data\WATER RESOURCES\Proposals\Prior Lake\LTR PROP-p young-020618-SandPtBeachPkPondRetrofitCONSTRUCTION.doc
SCOPE OF ENGINEERING SERVICES
FOR
SAND POINT BEACH PARK POND MAINTENANCE AND RETROFIT PROJECT CONSTRUCTION
SERVICES
CITY OF PRIOR LAKE PUBLIC WORKS
SCOPE OF ENGINEERING SERVICES
Task 1 – Project Management and Construction Meetings ($4,500)
Project management will be performed throughout the course of the project and will include attending
meetings (developing agendas, preparing handouts/graphics, and completing minutes as necessary),
regular communication with the City, and management of staff and budget. The following subtasks are
included as part of Project Management:
1.1 Attend preconstruction meetings as well as weekly construction meetings with City staff,
Contractor, and Watershed District (as necessary).
1.2 Work with project team to coordinate observation, surveying, schedule, and budget.
Deliverables: Six (6) construction meetings (including preconstruction meeting).
Task 2 – Construction Observation ($19,400)
This task will include part-time observation (approximately 20 hours per week) comprised of inspection of
all critical construction components as well as regular check-ins with the contractor and the City.
This scope of services also includes:
2.1 Shop Drawing review
2.2 Survey coordination
2.3 Pay voucher coordination
Deliverables: Construction observation, survey coordination, and pay vouchers.
Task 3 – Construction Survey ($8,200)
This task includes all necessary construction staking and other survey work. This will include setting
necessary control points for the contractor. This will also include a complete set of record drawings at the
end of the project.
Deliverables: Construction staking and record drawings.
Task 4 – Operation and Maintenance Manual ($4,200)
WSB will develop an O&M manual for the Sand Point Beach Park Improvements based on manufacturer
and engineering recommendations. This document will include record drawings and provided to City staff
for comment prior to completion.
Deliverables: O&M Manual.
Total Estimated Engineering Fee
The cost to provide the scope of services outlined in this proposal will be billed hourly, based on our
current hourly rates. We are proposing to complete construction services for the Sand Point Beach Park
Pond Maintenance and Retrofit Project for a not-to-exceed fee of $36,300.00.
Time Schedule
It is also assumed that construction will begin in the middle of February 2018 and be completed by June
2018.
Standard Agreement for Professional Services
This Agreement (“Agreement”) is made on the _________ day of_____ _______, 2018,
between the City of Prior Lake, Minnesota (hereinafter "City"), whose business address is 4646
Dakota Street SE, Prior Lake, MN 55372, and WSB & Associates, Inc., a Minnesota
corporation (hereinafter "Consultant") whose business address is 701 Xenia Avenue South,
Suite 300, Minneapolis, MN 55416.
Preliminary Statement
The City has adopted a policy regarding the selection and hiring of consultants to provide a
variety of professional services for City projects. That policy requires that persons, firms or
corporations providing such services enter into written agreements with the City. The purpose
of this Agreement is to set forth the terms and conditions for the provision of professional
services by Consultant for the Sand Point Beach Park Ponds Maintenance and Retrofit Project
– Construction Services, hereinafter referred to as the "Work".
The City and Consultant agree as follows:
1. Scope of Work. The Consultant agrees to provide the professional services shown in
Exhibit A (Scope of Engineering Services) in connection with the Work. The terms of
this Agreement shall take precedence over any provisions of the Consultants proposal
and/or general conditions. If the Consultants proposal is attached as the Exhibit A
Scope of Work, City reserves the right to reject any general conditions in such proposal.
2. Term. The term of this Agreement shall be from February 20, 2018 through December
31, 2018, the date of signature by the parties notwithstanding. This Agreement may be
extended upon the written mutual consent of the parties for such additional period as
they deem appropriate, and upon the terms and conditions as herein stated.
3. Compensation for Services. City agrees to pay the Consultant on an hourly basis plus
expenses in a total amount not to exceed $36,300.00 for the services as described in
Exhibit A.
A. Any changes in the scope of the work which may result in an increase to the
compensation due the Consultant shall require prior written approval by an
authorized representative of the City or by the City Council. The City will not pay
additional compensation for services that do not have prior written authorization.
B. Special Consultants may be utilized by the Consultant when required by the
complex or specialized nature of the Project and when authorized in writing by
the City.
C. If Consultant is delayed in performance due to any cause beyond its reasonable
control, including but not limited to strikes, riots, fires, acts of God, governmental
actions, actions of a third party, or actions or inactions of City, the time for
performance shall be extended by a period of time lost by reason of the delay.
Standard Agreement for Professional Services 2014.04 Page 2 of 8
Consultant will be entitled to payment for its reasonable additional charges, if
any, due to the delay.
4. City Information. The City agrees to provide the Consultant with the complete
information concerning the Scope of the Work and to perform the following services:
A. Access to the Area. Depending on the nature of the Work, Consultant may from
time to time require access to public and private lands or property. As may be
necessary, the City shall obtain access to and make all provisions for the
Consultant to enter upon public and private lands or property as required for the
Consultant to perform such services necessary to complete the Work.
B. Consideration of the Consultant's Work. The City shall give thorough
consideration to all reports, sketches, estimates, drawings, and other documents
presented by the Consultant, and shall inform the Consultant of all decisions
required of City within a reasonable time so as not to delay the work of the
Consultant.
C. Standards. The City shall furnish the Consultant with a copy of any standard or
criteria, including but not limited to, design and construction standards that may
be required in the preparation of the Work for the Project.
D. City's Representative. A person shall be appointed to act as the City's
representative with respect to the work to be performed under this Agreement.
He or she shall have complete authority to transmit instructions, receive
information, interpret, and define the City's policy and decisions with respect to
the services provided or materials, equipment, elements and systems pertinent to
the work covered by this Agreement.
5. Method of Payment. The Consultant shall submit to the City, on a monthly basis, an
itemized invoice for professional services performed under this Agreement. Invoices
submitted shall be paid in the same manner as other claims made to the City for:
A. Progress Payment. For work reimbursed on an hourly basis, the Consultant shall
indicate for each employee, his or her name, job title, the number of hours
worked, rate of pay for each employee, a computation of amounts due for each
employee, and the total amount due for each project task. Consultant shall verify
all statements submitted for payment in compliance with Minnesota Statutes
Sections 471.38 and 471.391. For reimbursable expenses, if provided for in
Exhibit A, the Consultant shall provide an itemized listing and such
documentation as reasonably required by the City. Each invoice shall contain
the City’s project number and a progress summary showing the original (or
amended) amount of the contract, current billing, past payments and
unexpended balance of the contract.
B. Suspended Work. If any work performed by the Consultant is suspended in
whole or in part by the City, the Consultant shall be paid for any services set forth
on Exhibit A performed prior to receipt of written notice from the City of such
suspension.
C. Payments for Special Consultants. The Consultant shall be reimbursed for the
work of special consultants, as described herein, and for other items when
authorized in writing by the City.
Standard Agreement for Professional Services 2014.04 Page 3 of 8
D. Claims. To receive any payment on this Agreement, the invoice or bill must
include the following signed and dated statement: “I declare under penalty of
perjury that this account, claim, or demand is just and correct and that no part of
it has been paid.”
6. Project Manager and Staffing. The Consultant has designated Jake Newhall to serve
on the Project. They shall be assisted by other staff members as necessary to facilitate
the completion of the Work in accordance with the terms established herein. Consultant
may not remove or replace the designated staff from the Project without the approval of
the City.
7. Standard of Care. Consultant shall exercise the same degree of care, skill and
diligence in the performance of its services as is ordinarily exercised by members of the
profession under similar circumstances in Scott County, Minnesota. Consultant shall be
liable to the fullest extent permitted under applicable law, without limitation, for any
injuries, loss, or damages proximately caused by Consultant's breach of this standard of
care. Consultant shall put forth reasonable efforts to complete its duties in a timely
manner. Consultant shall not be responsible for delays caused by factors beyond its
control or that could not be reasonably foreseen at the time of execution of this
Agreement. Consultant shall be responsible for costs, delays or damages arising from
unreasonable delays in the performance of its duties.
8. Audit Disclosure and Data Practices. Any reports, information, data, etc. given to, or
prepared or assembled by the Consultant under this Agreement which the City requests
to be kept confidential, shall not be made available to any individual or organization
without the City's prior written approval. The books, records, documents and accounting
procedures and practices of the Consultant or other parties relevant to this Agreement
are subject to examination by the City and either the Legislative Auditor or the State
Auditor for a period of six (6) years after the effective date of this Agreement. This
Agreement is subject to the Minnesota Government Data Practice Act, Minnesota
Statutes Chapter 13 (Data Practices Act). All government data, as defined in the Data
Practices Act Section 13.02, Subd 7, which is created, collected, received, stored, used,
maintained, or disseminated by Consultant in performing any of the functions of the City
during performance of this Agreement is subject to the requirements of the Data Practice
Act and Consultant shall comply with those requirements as if it were a government
entity. All subcontracts entered into by Consultant in relation to this Agreement shall
contain similar Data Practices Act compliance language.
9. Termination. This Agreement may be terminated by either party by seven (7) days
written notice delivered to the other party at the address written above. Upon
termination under this provision, if there is no fault of the Consultant, the Consultant shall
be paid for services rendered and reimbursable expenses until the effective date of
termination. If however, the City terminates the Agreement because the Consultant has
failed to perform in accordance with this Agreement, no further payment shall be made
to the Consultant, and the City may retain another consultant to undertake or complete
the Work identified herein.
10. Subcontractor. The Consultant shall not enter into subcontracts for services provided
under this Agreement except as noted in the Scope of Work, without the express written
consent of the City. The Consultant shall pay any subcontractor involved in the
Standard Agreement for Professional Services 2014.04 Page 4 of 8
performance of this Agreement within ten (10) days of the Consultant's receipt of
payment by the City for undisputed services provided by the subcontractor . If the
Consultant fails within that time to pay the subcontractor any undisputed amount for
which the Consultant has received payment by the City, the Consultant shall pay interest
to the subcontractor on the unpaid amount at the rate of 1.5 percent per month or any
part of a month. The minimum monthly interest penalty payment for an unpaid balance
of $100 or more is $10. For an unpaid balance of less than $100, the Consultant shall
pay the actual interest penalty due to the subcontractor. A subcontractor who prevails in
a civil action to collect interest penalties from the Consultant shall be awarded its costs
and disbursements, including attorney's fees, incurred in bringing the action.
11. Independent Consultant. Consultant is an independent contractor engaged by City to
perform the services described herein and as such (i) shall employ such persons as it
shall deem necessary and appropriate for the performance of its obligations pursuant to
this Agreement, who shall be employees, and under the direction, of Consultant and in
no respect employees of City, and (ii) shall have no authority to employ persons, or
make purchases of equipment on behalf of City, or otherwise bind or obligate City. No
statement herein shall be construed so as to find the Consultant an employee of the
City.
12. Insurance.
a. General Liability. Prior to starting the Work, Consultant shall procure, maintain and
pay for such insurance as will protect against claims or loss which may arise out of
operations by Consultant or by any subcontractor or by anyone employed by any of
them or by anyone for whose acts any of them may be liable. Such insurance shall
include, but not be limited to, minimum coverages and limits of liability specified in
this Paragraph, or required by law.
b. Consultant shall procure and maintain the following minimum insurance coverages
and limits of liability for the Work:
Worker’s Compensation Statutory Limits
Employer’s Liability $500,000 each accident
$500,000 disease policy limit
$500,000 disease each employee
Commercial General Liability $1,500,000 property damage and bodily injury per
occurrence
$2,000,000 general aggregate
$2,000,000 Products – Completed Operations
Aggregate
$100,000 fire legal liability each occurrence
$5,000 medical expense
Comprehensive Automobile
Liability $1,000,000 combined single limit each accident
(shall include coverage for all owned, hired and
non-owed vehicles.)
Umbrella or Excess Liability $1,000,000
Standard Agreement for Professional Services 2014.04 Page 5 of 8
c. Commercial General Liability. The Commercial General Liability Policy shall be on
ISO form CG 00 01 12 07 or CG 00 01 04 13, or the equivalent. Such insurance
shall cover liability arising from premises, operations, independent contractors,
products-completed operations, personal and advertising injury, and liability
assumed under an insured contract (including the tort liability of another assumed in
a business contract). There shall be no endorsement or modification of the
Commercial General Liability form arising from pollution, explosion, collapse,
underground property damage or work performed by subcontractors.
d. Professional Liability Insurance. In addition to the coverages listed above,
Consultant shall maintain a professional liability insurance policy in the amount of
$2,000,000. Said policy need not name the City as an additional insured. It shall be
Consultant’s responsibility to pay any retention or deductible for the professional
liability insurance. Consultant agrees to maintain the professional liability insurance
for a minimum of two (2) years following termination of this Agreement.
e. Consultant shall maintain “stop gap” coverage if Consultant obtains Workers’
Compensation coverage from any state fund if Employer’s liability coverage is not
available.
f. All policies, except the Worker’s Compensation Policy, Automobile Policy, and
Professional Liability Policy, shall name the “City of Prior Lake” as an additional
insured on ISO forms CG 20 10 07 04 or CG 20 10 04 13; and CG 20 37 07 04 or
CG 20 37 04 13, or their equivalent.
g. All policies, except the Professional Liability Policy, shall apply on a “per project”
basis.
h. All polices shall contain a waiver of subrogation in favor of the City.
i. All policies, except for the Worker’s Compensation Policy and the Professional
Liability Policy, shall be primary and non-contributory.
j. All polices, except the Worker’s Compensation Policy, shall insure the defense and
indemnity obligations assumed by Consultant under this Agreement.
k. Consultant agrees to maintain all coverage required herein throughout the term of
the Agreement and for a minimum of two (2) years following City’s written
acceptance of the Work.
l. It shall be Consultant’s responsibility to pay any retention or deductible for the
coverages required herein.
m. All policies shall contain a provision or endorsement that coverages afforded
thereunder shall not be cancelled or non-renewed or restrictive modifications added,
without thirty (30) days’ prior notice to the City, except that if the cancellation or non -
renewal is due to non-payment, the coverages may not be terminated or non-
renewed without ten (10) days’ prior notice to the City.
Standard Agreement for Professional Services 2014.04 Page 6 of 8
n. Consultant shall maintain in effect all insurance coverages required under this
Paragraph at Consultant’s sole expense and with insurance companies licensed to
do business in the state in Minnesota and having a current A.M. Best rating of no
less than A-, unless specifically accepted by City in writing.
o. A copy of the Consultant’s Certificate of Insurance which evidences the
compliance with this Paragraph, must be filed with City prior to the start of
Consultant’s Work. Upon request a copy of the Consultant’s insurance declaration
page, Rider and/or Endorsement, as applicable shall be provided. Such documents
evidencing Insurance shall be in a form acceptable to City and shall provide
satisfactory evidence that Consultant has complied with all insurance requirements.
Renewal certificates shall be provided to City prior to the expiration date of any of the
required policies. City will not be obligated, however, to review such Certificate of
Insurance, declaration page, Rider, Endorsement or certificates or other evidence of
insurance, or to advise Consultant of any deficiencies in such documents and receipt
thereof shall not relieve Consultant from, nor be deemed a waiver of, City’s right to
enforce the terms of Consultant’s obligations hereunder. City reserves the right to
examine any policy provided for under this paragraph.
p. Effect of Consultant’s Failure to Provide Insurance. If Consultant fails to provide
the specified insurance, then Consultant will defend, indemnify and hold harmless the
City, the City's officials, agents and employees from any loss, claim, liability and
expense (including reasonable attorney's fees and expenses of litigation) to the extent
necessary to afford the same protection as would have been provided by the specified
insurance. Except to the extent prohibited by law, this indemnity applies regardless of
any strict liability or negligence attributable to the City (including sole negligence) and
regardless of the extent to which the underlying occurrence (i.e., the event giving rise
to a claim which would have been covered by the specified insurance) is attributable to
the negligent or otherwise wrongful act or omission (including breach of contract) of
Consultant, its subcontractors, agents, employees or delegates. Consultant agrees
that this indemnity shall be construed and applied in favor of indemnification.
Consultant also agrees that if applicable law limits or precludes any aspect of this
indemnity, then the indemnity will be considered limited only to the extent necessary to
comply with that applicable law. The stated indemnity continues until all applicable
statutes of limitation have run.
If a claim arises within the scope of the stated indemnity, the City may require
Consultant to:
i. Furnish and pay for a surety bond, satisfactory to the City, guaranteeing
performance of the indemnity obligation; or
ii. Furnish a written acceptance of tender of defense and indemnity from
Consultant's insurance company.
Consultant will take the action required by the City within fifteen (15) days of receiving
notice from the City.
13. Indemnification. Consultant will defend and indemnify City, its officers, agents, and
employees and hold them harmless from and against all judgments, claims, damages,
costs and expenses, including a reasonable amount as and for its attorney’s fees paid,
incurred or for which it may be liable resulting from any breach of this Agreement by
Consultant, its agents, contractors and employees, or any negligent or intentional act or
Standard Agreement for Professional Services 2014.04 Page 7 of 8
omission performed, taken or not performed or taken by Consultant, its agents,
contractors and employees, relative to this Agreement. City will indemnify and hold
Consultant harmless from and against any loss for injuries or damages arising out of the
negligent acts of the City, its officers, agents or employees.
14. Ownership of Documents. All plans, diagrams, analyses, reports and information
generated in connection with the performance of the Agreement (“Information”) shall
become the property of the City, but Consultant may retain copies of such documents as
records of the services provided. The City may use the Information for its purposes and
the Consultant also may use the Information for its purposes. Use of the Information for
the purposes of the project contemplated by this Agreement (“Project”) does not relieve
any liability on the part of the Consultant, but any use of the Information by the City or
the Consultant beyond the scope of the Project is without liability to the other, and the
party using the Information agrees to defend and indemnify the other from any claims or
liability resulting therefrom.
15. Non-Discrimination. During the performance of this Agreement, the Consultant shall
not discriminate against any employee or applicants for employment because of race,
color, creed, religion, national origin, sex, marital status, status with regard to public
assistance, disability, sexual orientation or age. The Consultant shall post in places
available to employees and applicants for employment, notices setting forth the provision
of this non-discrimination clause and stating that all qualified applicants will receive
consideration for employment. The Consultant shall incorporate the foregoing
requirements of this paragraph in all of its subcontracts for program work, and will
require all of its subcontractors for such work to incorporate such requirements in all
subcontracts for program work. The Consultant further agrees to comply with all aspects
of the Minnesota Human Rights Act, Minnesota Statutes 363.01, et. seq., Title VI of the
Civil Rights Act of 1964, and the Americans with Disabilities Act of 1990.
16. Compliance with Laws and Regulations. In providing services hereunder, the
Consultant shall abide by statutes, ordinances, rules, and regulations pertaining to the
provisions of services to be provided. Any violation of statutes, ordinances, rules and
regulations pertaining to the services to be provided shall constitute a material breach of
this Agreement and entitle the City to immediately terminate this Agreement
17. Mediation. Each dispute, claim or controversy arising from or related to this agreement
shall be subject to mediation as a condition precedent to initiating arbitration or legal or
equitable actions by either party. Unless the parties agree otherwise, the mediation shall
be in accordance with the Commercial Mediation Procedures of the American Arbitration
Association then currently in effect. A request for mediation shall be filed in writing with
the American Arbitration Association and the other party. No arbitration or legal or
equitable action may be instituted for a period of 90 days from the filing of the request for
mediation unless a longer period of time is provided by agreement of the parties. Cost
of mediation shall be shared equally between the parties. Mediation shall be held in the
City of Prior Lake unless another location is mutually agreed upon by the parties. The
parties shall memorialize any agreement resulting from the mediation in a mediated
settlement agreement, which agreement shall be enforceable as a settlement in any
court having jurisdiction thereof.
18. Assignment. Neither party shall assign this Agreement, nor any interest arising herein,
without the written consent of the other party.
Standard Agreement for Professional Services 2014.04 Page 8 of 8
19. Services Not Provided For. No claim for services furnished by the Consultant not
specifically provided for herein shall be honored by the City.
20. Severability. The provisions of this Agreement are severable. If any portion hereof is,
for any reason, held by a court of competent jurisdiction to be contrary to law, such
decision shall not affect the remaining provisions of this Agreement.
21. Entire Agreement. The entire agreement of the parties is contained herein. This
Agreement supersedes all oral agreements and negotiations between the parties
relating to the subject matter hereof as well as any previous agreements presently in
effect between the parties relating to the subject matter hereof. Any alterations,
amendments, deletions, or waivers of the provisions of this Agreement shall be valid
only when expressed in writing and duly signed by the parties, unless otherwise
provided herein.
22. Waiver. Any waiver by either party of a breach of any provisions of this Agreement shall
not affect, in any respect, the validity of the remainder of this Agreement.
23. Governing Law. This Agreement shall be controlled by the laws of the State of
Minnesota.
24. Conflicts. No salaried officer or employee of the City and no member of the Council of
the City shall have a financial interest, direct or indirect, in this Agreement. The violation
of this provision renders the Agreement void.
25. Counterparts. This Agreement may be executed in multiple counterparts, each of
which shall be considered an original.
Executed as of the day and year first written above.
CITY OF PRIOR LAKE
__________________________ ___ _____
Mayor
______________________________ _____
City Manager
WSB & ASSOCIATES, INC.
_______________________________________
By:
_______________________________________
Its:
701 Xenia Avenue South | Suite 300 | Minneapolis, MN 55416 | (763) 541-4800
Building a legacy – your legacy.
Equal Opportunity Employer | wsbeng.com
G:\Group Data\WATER RESOURCES\Proposals\Prior Lake\LTR PROP-p young-020618-SandPtBeachPkPondRetrofitCONSTRUCTION.doc
February 7, 2018
Mr. Pete Young
Water Resources Engineer
City of Prior Lake
4646 Dakota Street SE
Prior Lake, MN 55372
Re: Sand Point Beach Park Pond Maintenance and Retrofit Project – Construction Services
City of Prior Lake, MN
Dear Mr. Young:
Attached for your review and approval is our proposed scope of services, fee, and schedule for providing
professional engineering services to complete construction management, observation, and surveying for
the Sand Point Beach Park Pond Maintenance and Retrofit Project. The goal of this project is to complete
the recommended pond maintenance/expansion activities, storm sewer diversion, iron enhanced sand
filter retrofit, native vegetation, trail reconstruction, and other necessary improvements.
We are excited to continue to work with you on this project. If you are in agreement with this proposal,
please sign where indicated and return one copy to me. Please do not hesitate to contact me at 763-231-
4861 with any questions.
Sincerely,
WSB & Associates, Inc.
Jake Newhall, PE
Water Resource Project Manager
Attachment
ACCEPTED BY:
City of Prior Lake, MN
Name
Title
Date
EXHIBIT A
G:\Group Data\WATER RESOURCES\Proposals\Prior Lake\LTR PROP-p young-020618-SandPtBeachPkPondRetrofitCONSTRUCTION.doc
SCOPE OF ENGINEERING SERVICES
FOR
SAND POINT BEACH PARK POND MAINTENANCE AND RETROFIT PROJECT CONSTRUCTION
SERVICES
CITY OF PRIOR LAKE PUBLIC WORKS
SCOPE OF ENGINEERING SERVICES
Task 1 – Project Management and Construction Meetings ($4,500)
Project management will be performed throughout the course of the project and will include attending
meetings (developing agendas, preparing handouts/graphics, and completing minutes as necessary),
regular communication with the City, and management of staff and budget. The following subtasks are
included as part of Project Management:
1.1 Attend preconstruction meetings as well as weekly construction meetings with City staff,
Contractor, and Watershed District (as necessary).
1.2 Work with project team to coordinate observation, surveying, schedule, and budget.
Deliverables: Six (6) construction meetings (including preconstruction meeting).
Task 2 – Construction Observation ($19,400)
This task will include part-time observation (approximately 20 hours per week) comprised of inspection of
all critical construction components as well as regular check-ins with the contractor and the City.
This scope of services also includes:
2.1 Shop Drawing review
2.2 Survey coordination
2.3 Pay voucher coordination
Deliverables: Construction observation, survey coordination, and pay vouchers.
Task 3 – Construction Survey ($8,200)
This task includes all necessary construction staking and other survey work. This will include setting
necessary control points for the contractor. This will also include a complete set of record drawings at the
end of the project.
Deliverables: Construction staking and record drawings.
Task 4 – Operation and Maintenance Manual ($4,200)
WSB will develop an O&M manual for the Sand Point Beach Park Improvements based on manufacturer
and engineering recommendations. This document will include record drawings and provided to City staff
for comment prior to completion.
Deliverables: O&M Manual.
Total Estimated Engineering Fee
The cost to provide the scope of services outlined in this proposal will be billed hourly, based on our
current hourly rates. We are proposing to complete construction services for the Sand Point Beach Park
Pond Maintenance and Retrofit Project for a not-to-exceed fee of $36,300.00.
Time Schedule
It is also assumed that construction will begin in the middle of February 2018 and be completed by June
2018.