ITEM 1 Feasibiltly Study/Kadler Aveou"'.1 o
MINNESOTA V
DEPARTMENT INFORMATION
Request for
City Council Action
ORIGINATING DEPARTMENT:
REQUESTOR:
MEETING DATE:
Public Works
City Engineer Wagner
January 23, 2017
PRESENTER(s):
REVIEWED BY:
ITEM #:
City Engineer Wagner
Interim City Administrator
1.0
watermain, sanitary main and storm sewer, and are outlined in the attached feasibility report.
Flaherty
improvements. City staff will review each of these scenarios with the City Council. City Staff would be
AGENDA ITEM DETAILS
RECOMMENDATION:
Staff recommends that the City Council review the feasibility report for the construction of Kadler Avenue
from 70th Street to the north for Y2 mile.
ARE YOU SEEKING APPROVAL OF A CONTRACT?
IS A PUBLIC HEARING REQUIRED?
No
Not at this time.
BACKGROUND/JUSTIFICATION:
To facilitate the development of an industrial park proposed to be located on two 40 acre parcels directly
north of the West 1-94 Industrial Park, public improvements must be constructed. The property owner
petitioned the City Council and paid for a feasibility report which provides a preliminary examination of
the public improvements necessary. These improvements include a typical industrial type street with
watermain, sanitary main and storm sewer, and are outlined in the attached feasibility report.
The feasibility report outlines three potential scenarios that would allocate the costs of the public
improvements. City staff will review each of these scenarios with the City Council. City Staff would be
seeking direction from the Council on the preferred cost allocation should the project move forward.
SUPPORTING DOCUMENTS: x ATTACHED o NONE
List: Feasibility Report (draft)
POSSIBLE MOTION
Please word motion as you would like it to appear in the minutes.
No motion is needed as staff is looking for direction. A final feasibility report will be included on the
February 13th City Council Meeting for acceptance by resolution.
RLIDGET INFORMATION
FUNDING: BUDGETED NO
To be Determined
CITY OF 0
Ot
MINNESOTA
FEASIBILITY REPORT
FOR
PROPOSED PUBLIC STREET AND UTILITY IMPROVEMENTS
FOR KADLER AVENUE FROM 70TH STREET TO % MILE NORTH
CITY OF OTSEGO, MINNESOTA
January 2017
Prepared by:
Hakanson
Anderson
3601 Thurston Avenue
Anoka, MN 55303
Telephone: 763-427-5860
I hereby certify that this plan, specification or report was prepared by me or under my
direct supervision and that I am a duly Licensed Professional Engineer under State of
Minnesota Statutes Sections 326.02 to 326.16.
S:\Municipal\AOTSEGO\397\Feasibility Report\ot397 Feasibility.doc
26052
i
Rona'l`d"J�.`)IV�Ener
Reg. No.
Date
/
S:\Municipal\AOTSEGO\397\Feasibility Report\ot397 Feasibility.doc
TABLE OF CONTENTS
TITLE SHEET
TABLE OF CONTENTS
I. INTRODUCTION....................................................................................... 1
II. PROPOSED IMPROVEMENTS................................................................ 1
A. Project Location................................................................................. 1
B. Existing Conditions............................................................................. 1
C. Proposed Improvements.................................................................... 2
III. INITIATION............................................................................................... 3
IV. FEASIBILITY.............................................................................................3
V. RIGHT-OF-WAY / EASEMENTS.............................................................. 3
VI. PERMITS.................................................................................................. 3
VII. COMPLETION.......................................................................................... 4
VIII. PRELIMINARY PROJECT SCHEDULE .................................................... 4
i. Table I — Project Schedule ................................................... 4
IX. PROPOSED FUNDING............................................................................ 5
A. Estimated Project Cost........................................................................ 5
ii. Table II — Summary of Project Cost ..................................... 5
B. Proposed Funding............................................................................... 5
C. Estimated Assessment........................................................................ 6
iii. Table III — Benefiting Property Assessment Summary......... 7
XII. CONCLUSION AND RECOMMENDATION .............................................. 7
EXHIBITS
EXHIBIT A - PROJECT LOCATION MAP
EXHIBIT B - PROPOSED TYPICAL STREET SECTION
EXHIBIT C - BENEFITING PROPERTIES EXHIBIT
EXHIBIT D - ENGINEER'S COST ESTIMATE
EXHIBIT E - ASSESSEMENT OPTIONS
PROPOSED PUBLIC STREET AND UTILITY
FOR KADLER AVENUE FROM 70TH STREET TO % MILE NORTH
CITY OF OTSEGO, MN
I. INTRODUCTION
The purpose of this Feasibility Report is to present the City of Otsego with a
preliminary examination of constructing public street utility improvements for Kadler
Avenue NE from 70th Street NE to Y2 mile north in Otsego, Minnesota (see Exhibit A —
Project Location Map). The report discusses the proposed scope of improvements,
preliminary cost estimates and a project schedule. The report has been prepared in
compliance with Minnesota State Statutes 429 for projects resulting in special
assessments.
II. PROPOSED IMPROVEMENTS
A. Project Location
The proposed project will reconstruct and widen the existing Kadler Avenue NE
from 70th Street NE to 'h mile north. This section of Kadler Avenue NE is located
along the South 1/2 of the section line between Section 26 and 27, Township 121N,
Range 24W, in Otsego, Minnesota. The improvements will be located within the
existing 33 -foot prescriptive right-of-way (ROW) along the east side of the Kadler
Avenue NE and within the existing and proposed platted 75 -foot ROW along the west
side of the street.
B. Existing Conditions
Kadler Avenue NE is a 24' wide gravel road with ditches and culverts typical of a
rural road in Otsego, MN. The gravel section of road extends from 70th Street NE to
80th Street NE. The amount of existing gravel and soils have not been determined at
this time as the ground has frozen solid and cannot be hand dug to check. No
construction records existing for this gravel road. USDA soil maps indicate a mix of
Angus -Cordova Complex (on higher areas/hills) and Cordova/Angus Loam (lower
areas/d rainageways). There are a number of apparent wetlands adjacent to Kadler
Avenue along the southern '/4 mile. Kadler Avenue appears to bisect one or two of
these wetlands. We would assume that the road was "floated" over these wetlands.
We recommend that soil borings be taken to better evaluate the subgrade conditions.
An existing 16" watermain is located along the north side of 70th Street N. This
line runs from Water Tower #3 to the Otsego 1-94 Industrial Park properties. An 8"
gravity sanitary sewer main runs along the center of Kadler Avenue NE from the north
property line of the Otsego 1-94 Industrial Park to a future connection of Kittredge
Parkway NE. Both the watermain and gravity sanitary sewer were installed with a
2006 water and sewer project. Also in 2006, another project ran a 6" forcemain from
Riverwood National lift station along the east ditch of Kadler Avenue NE to connect to
this gravity sewer and the future connection of Kittredge Parkway NE.
Storm water is currently routed through the ditches to a number of wetlands in
south Y2 of the proposed project area. The north '/z of the project area appears to drain
overland to the east, along the east side of the road or to sit in one of two low areas
along the west side of the Kadler Avenue. There are no apparent culverts under
Kadler Avenue to outlet for these low areas. Based on the aerial photos and
topography it is assumed that these areas are being drained using drain tile to the
Kadler Avenue ditch north of here and then to the Otsego Creek.
The existing right -or -way consists of mainly 33' prescriptive ROW with 75 foot of
ROW along west side of Kadler Avenue for southern % mile.
C. Proposed Improvements
This proposed improvement project involves the construction of an urban City
street in conformance to City standards for a local industrial type street. The industrial
street will be 46 foot back of curb to back of curb without sidewalk or bituminous trail.
The street alignment is proposed to follow the approximate center of the proposed
right-of-way. Per state statute the existing Kadler Avenue has a speed limit of 55 MPH.
Therefore, the new street will also have a 55 MPH design speed. A 42 -foot clear zone
from the traveled lane edge is required with a 55 MPH design speed. 100% of the
trees will need to be cleared from the 108 feet of ROW to meet this requirement
A 16" trunk watermain will be located within the street for the entire length of
project. Stubs from the trunk main will be provided at strategic points to the east and
west sides of Kadler Avenue for future connections. This watermain necessary to
service the potential development of the properties on both sides of Kadler Avenue but
is also required by a separate project with will take place in the future (possibly the
same year) to extend City water to the Riverwood National development. The
construction of this watermain should be included with this project but the cost has
been separated from the other project costs as the funding is proposed to be from a
different source. The funding will be discussed later in the report.
The existing sanitary sewer will be stubbed to the ROW to service properties on
both sides of Kadler Avenue.
The storm water will be conveyed via curb and gutter and storm sewer pipe.
The south approximate % mile is proposed to drain to the entire ROW to the existing
storm water pond constructed by the Industrial Park. Further investigation as to if this
pond can handle the additional drainage area or if some modifications are necessary
for this pond to accommodate this extra storm water runoff. It was assumed that the
proposed development west of Kadler Avenue and north of Otsego 1-94 Industrial Park
will be required to dedicate the land necessary to construct these ponds as part of their
plat. The ponds will be designed to handle the runoff the from fully developed land of
the proposed development. The southern pond would drain to the large wetland
complex on the east side of Kadler Avenue approximately % north of 70th Street. The
6
north pond would drain to the existing ditch on the east side of Kadler Avenue and flow
to the Otsego Creek as it is assumed to do so now.
An interim 100' diameter cul-de-sac may be constructed at the north end for
vehicles to turn around. Communication with property owners along the 1 mile stretch
from 70th Street to 80th Street to determine overall preference is warranted.
III. INITIATION
The feasibility report was initiated the property owner of PID's 118-800-274101
and 118-800-274100 and the potential developer of these properties. The property
currently does not have the infrastructure to facilitate its planned zoning use thus
causing the Otsego City Council to authorize the completion of this feasibility report for
the infrastructure project.
IV. FEASIBILITY
From an engineering standpoint, the project is technically feasible and can be
accomplished as proposed, and need not be constructed in conjunction with any other
project. The City and the persons assessed should review the project for benefit to
determine the economic feasibility of the proposed improvements.
V. RIGHT-OF-WAY / EASEMENTS
The proposed right-of-way will consist of the 33 feet of prescriptive ROW on the
east side and 75 feet of platted ROW on the west side for a total of 108 feet wide. 75
feet of ROW was obtained along the west side of Kadler Avenue for southern % mile
when Otsego 1-94 Industrial Park was platted. To avoid the need for obtaining ROW
from the existing properties along the east side of Kadler Avenue NE it was assumed
that the proposed development west of Kadler Avenue and north of Otsego 1-94
Industrial Park will be required to plat the next'/4 mile of 75 foot of ROW necessary to
make the improvements mentioned in this report. The constructability of this project
will be contingent on this potential development being platted as such.
VI. PERMITS
Wetland Conservation Act/BWSR permits will be required for the impact to the
wetlands. There is potential that A Department of Natural Resources permit will be
required if storm water is discharged towards the Otsego Creek. The Minnesota
Pollution Control Agency NPDES general construction permit will need to be obtained
prior to construction starting. Typical MN Department of Health and MPCA permits
required for the extension of municipal water and sewer lines will be obtained
3
VII. COMPLETION
This project is proposed can be completed in a single construction season with
the final lift of pavement being placed after one freeze/thaw cycle. It is assumed that
the construction would take place during the 2017 construction season.
VIII. PRELIMINARY PROJECT SCHEDULE
The schedule for this project will be affected by the date the City Council orders
the preparation of plans and specifications. The schedule will also be contingent on
the final platting or agreement with the property owner(s) of PID's 118-800-274101 and
118-800-274100. A more precise project schedule will be prepared by our office once
the City Council has determined these dates. We have prepared a preliminary
schedule shown in the following table.
Table I
City of Otsego
Proposed Public Street and Utility
For Kadler Avenue From 70th Street To % Mile North
Preliminary Project Schedule
2017
1.
City Council Receives Feasibility Report
February 13
and Schedules Public Hearing
2.
City Council Holds Public Hearing for
Improvement Project Unless Waiver
March 13
From Assessed Property is Obtained
3.
Council Order Plans and Specs
March 13
4.
City Council Approves Plans and
Specifications and City Council Approves
May 22
and Authorizes to Advertise for Bid
5.
Open Bids
June 20
6.
City Council Considers Award of
June 26
Contract or Discontinues Process
7.
If Awarded, Contractor Completes
Substantial Completion: October 15
Construction
Final wear course: June 2018
8.
City Council Holds Assessment Hearing
and Adopts Assessment Roll Unless
June or July, 2018
Waiver From Assessed Property is
Obtained
4
IX. PROPOSED FUNDING
A. Estimated Project Cost
Included in this report is a detailed estimate of construction costs for the
proposed public street and utility improvements. The costs and quantities quoted
herein are estimates only and are not guaranteed. The contractor will be paid only for
work completed. The watermain has been separated out as the proposed funding is
not proposed to be part of the assessment. A summary of the estimated cost is as
follows:
Table II
City of Otsego
Kadler Avenue Street and Utility Improvements
Preliminary Cost Estimate - Rural Section
ITEM
ESTIMATED COST
STREET
$
844,956.70
SANITARY SEWER
$
23,480.00
STORM SEWER
$
93,430.00
TOTAL ESTIMATED CONSTRUCTION COST
$
961,867.00
OVERHEAD 25%
$
240,467.00
TOTAL ESTIMATED PROJECT COST
$
1,202,334.00
A detailed cost estimate is located in Exhibit E.
At this time, overhead consists of 15% for contract administration, survey and
easement description, engineering, construction observation, legal and construction
staking. 10% is for contingency, understanding that no soil boring has occurred and no
detailed plans have been prepared.
B. Proposed Funding
The funding for this project is expected to be provided by two sources, the
assessment of the benefiting property owners and the City of Otsego. The City of
Otsego will likely have to initially fund the entire cost of the project and be reimbursed a
portion of the costs through assessments and future street access fees. The most likely
source of funding would be a General Obligation/Revenue Bonds. The City Council and
the Finance Director will need to determine the best source of funding if the project
moves forward.
5
The project costs could be assessed to the benefiting properties (see Exhibit D).
The benefiting property owners are proposed to be assessed a portion of the
$1,202,334.00 for the street, storm sewer and sanitary sewer improvements. The City
of Otsego will fund the trunk watermain portion of the project using WAC fees.
C. Estimated Assessment
By dividing the total benefiting property assessment cost ($1,202,334.00) by the
linear foot of property abutting the improvement, a cost per linear foot was determined
to be approximately $230/If.
The issue with assessing per linear foot or other methods based on area or per parcel is
several properties adjacent to the project could claim zero or minimal benefit from the
project based on existing access or current use of property. Assessment amounts by
law must be equal to or less than the benefit the parcel received unless waived by
formal agreement.
Parcels 3 & 4 (see map Exbibit D for parcel #) have access to a street constructed for
industrial type uses. Parcels 5 & 6 are currently being used as agricultural and their
future land use are shown as office and commercial in the Comprehensive Plan.
Development of that type may be years away.
Therefore, the only viable assessment would be on Parcels 1 & 2, the petitioner's
property.
Three assessment options have been derived. Assessment Option 1 follows the
assessment per linear foot fairly close and assigns 25% of the project cost as
assessment on Parcels 1 & 2. This leaves over $900,000 to be paid by the City of
Otsego.
Assessment Option 2 determines the potential traffic that the petition's property would
create and assesses based on street access fees that would be required to be paid by
the developer if the proposed project were already in place. This option has the
petitioner paying $870,754.50 on approximately 72.4% of the project cost. The City of
Otsego estimated cost would be $331,579.50. At the time of future development of
Parcels 5 & 6, the City would recoup some of those costs. The amount the City would
recoup in the future would be at least $189,475.00.
Assessment Option 3 deems that the petitioner pay 50% of the project costs based on
Parcels 1 & 2 are the only benefitting property on the west side of the street. The City
of Otsego would need to fund the remaining 50% or $601,167.00.
As stated earlier in the report, funding of project would likely need to be by the City
through a Go/Revenue Bond. Assessments would pay for a portion of this.
L
Table III
Benefiting Property Assessment Summary for
Proposed Public Street and Utility Improvements
For Kadler Avenue From 70th Street To % Mile North
PARCEL #
PID#
OWNER
ASSESSMENT OPTIONS
OPTION 1 OPTION 2 OPTION 3
1
118-800-274101
Signature Bank
$150,291.75
$435,377.25
$300,583.50
2
118-800-274100
Signature Bank
$150,291.75
$435,377.25
$300,583.50
3
118-238-002030
SHB Investors LLC
0
0
0
4
118-238-002040
SHB Investors LLC
0
0
0
5
118-800-263200
Kenneth & Margaret
Zachman
0
0
0
6 1
118-800-263201
1 Michael Zachman
0
0
0
CITY
$901,750.50
$331,579.50
$601,167.00
X. CONCLUSION AND RECOMMENDATION
This report analyzed the feasibility of constructing street and utility improvements
along Kadler Avenue from 70th Street to Y2 mile north. The project can be accomplished
as proposed, and need not be constructed in conjunction with any other project. The
City and the persons assessed should review the project for benefit to determine the
economic feasibility of the proposed improvements. The proposed improvements are
necessary, cost effective and feasible from a technical and engineering standpoint, and
benefits the properties shown on Table III and Exhibit D.
7
EXHIBIT A
PROJECT LOCATION
S 2 OF SECT 26, T121, R23
S ; OF SECT 27, T121, R23
otCITY OF
se o
MINNESOTA
1�Hakanson
111111Anderson
375 0 375 750
SCALE IN FEET
EXHIBIT A
(1T-407
II
II
�I
n
W
z
I I
n
n
n
u
II
I�
II
I�
II
I�
II
n
II
ryn
II
II
>
a
x
J -_ -_ - _-- ---
- 74TH yr SIL
a
-
_ _ _____ KAHLER Cl CLE
---
PROJECT LOCATION
p
Z
W
F
s
f N.E. 71t STREET
w
•
h
i
w
-- ----- F!:E. 70th STREET
RURpNCTCN
CITY OF
ALBERTVILLE
NpR��N
1�Hakanson
111111Anderson
375 0 375 750
SCALE IN FEET
EXHIBIT A
(1T-407
EXHIBIT B
W
z
J
I -
Of
W
CL
0
0-
TYPICAL SECTIONS
12'
SHOULDER I THRU LANE
B618 CONCRETE -j
CURB & GUTTER
PLACED ON APPROVED
SUBGRADE
r �
otiTV 0r-
fgo
s.�INUESOT
12'
THRU LANE SHOULDER
SLOPE 1/4' PER FT. 2% MIS
SLOPE
A & B BITUMINOUS MAT
L-- C CLASS 5 GRAVEL BASE (MODIFIED) 47' WIDTH
D APPROVED SUBGRADE 48' WIDTH
LEGEND
AASHTP
R VALUE SIGMA N18
BITUMINOUS SURFACE
AGGREGATE BASE
WEAR
NON -WEAR
CLASS 5 OR 6
CLASS 3 OR 4
SUBGRADE
2350
2350
3138
3138
SOIL CLASS
LVWE45030B
LVNW35030B
C*
D*
A-3
R-70 < 90,000
** 2"
** 2 1/2"
** 5"
-
A-4
R-20 < 90,000
2"
2 1/2"
5"
-
A-6
R-15 <_ 90,000
2"
2 1/2"
5"
12"
A-7
R-10 < 90,000
2"
2 1/2"
6"
18"
R-5 <-90,000)
2"
2 1/2"
6"
24"
* SUBJECT TO REVIEW BY QUALIFIED SOILS ENGINEER
** MINIMUM ALLOWABLE DESIGN THICKNESS
NOTES:
R VALUE IS A MEASURE OF EMBANKMENT SOIL
RESISTANCE STRENGTH AS DETERMINED BY THE
HVEEM STABILOMETER METHOD
SIGMA N18 VALUE IS THE CUMULATIVE DAMAGE
EFFECT OF VEHICLES DURING THE DESIGN LIFE
OF A FLEXIBLE PAVEMENT.
LOCAL INDUSTRIAL
URBAN STREET SECTION - 10 TON
NO SCALE
Hakanson
Anderson
1EXHIBIT B
OT397
EXHIBIT C
19625
0
Lo
LO
M
BENEFITING PROPERTIES
(6)
ii
118-800-271400 ii 118-800-262301
II
otCI` Y OF
o
MINNESOTA
71. \j
118-800-274101
7423 O I � ------
'---
118-800-263201
118-800-274100 I X7326
----
T02), om ;L, ----- --
o 0 0 �O'
O
°' i� 118-800-263200
5
40
0
N
Ln
'k
LEGEND
® PROPOSED ASSESSED PROPERTY
Hakanson
Anderson
00
0 0
N
O
F ALB ERTVI LLE
K
375 0 375 750 EXHIBIT C
SCALE IN FEET
OT397
EXHIBIT D
Ot�e
TY OF
o
MINNESOTA
Kadler Avenue Improvement Project
(70th Street to 1/2 Mile North)
Bid Schedule "A" - Streets
Item Description
Mobilization
Estimated
Quantity
1
Unit Type
LS
Cost per
Unit
$ 40,236.00
Extended Total Per
Unit
$ 40,236.00
Clearing and Grubbing
1
LS
$
2,000.00
$ 2,000.00
Sawing Bit Pavement (Full Depth)
145
LF
$
4.00
$ 580.00
Bituminous Pavement Removal
277
SY
$
3.50
$ 969.50
Common Excavation (P)
29372
CY
$
4.50
$ 132,174.00
Subgrade Correction (EV)
12588
CY
$
6.00
$ 75,528.00
Common Borrow (LV)
14687
CY
$
4.50
$ 66,091.50
Salvaged Topsoil From Stockpile (LV)
1737
CY
$
3.50
$ 6,079.50
Aggregate Base Class 3 or 4
17989
TON
$
5.00
$ 89,945.00
Aggregate Base Class 5 Mod
6210
TON
$
13.00
$ 80,730.00
Mill Bituminous Surface (1.5")
26
SY
$
6.00
$ 156.00
Bituminous Material For Tack Coat
666
GAL
$
3.00
$ 1,998.00
Type SP 9.5 Wearing Course Mixture (3,C)
1497
TON
$
68.00
$ 101,796.00
Type SP 12.5 Non Wear Course Mixture (3,C)
1871
TON
$
65.00
$ 121,615.00
Concrete Curb & Gutter Design 8618
5387
LF
$
14.00
$ 75,418.00
7" Concrete Valley Gutter
74
SY
$
75.00
$ 5,550.00
Traffic Control
1
LS
$
1,500.00
$ 1,500.00
Sign Panels, Type C
22
SF
$
32.00
$ 704.00
Silt Fence, Type MS
5595
LF
$
2.00
$ 11,190.00
Storm Drain Inlet Protection
16
EACH
$
75.00
$ 1,200.00
Stabilized Construction Exit
2
LS
$
2,000.00
$ 4,000.00
Turf Establishment
7.8
ACRE
$
1,500.00
$ 11,700.00
Erosion Control Blanket - Category 2
4973
SY
$
2.50
$ 12,432.50
Pavement Message
3
EACH
$
75.00
$ 225.00
4" Double Solid Line Yellow - Paint
2797
LF
$
0.20
$ 559.40
4" Solid Line White - Paint
5793
LF
$
0.10
$ 579.30
Total - Bid Schedule "A" - Streets
644,utb. f u
Bid Schedule "B" - Sanitary bower
Estimated
Description Quantity
Connect to Existing Pipe 1
EA
$
Cost per
1,500.00
Extended Total Per
$ 1,500.00
Connect to Existing Manhole 1
EA
$
3,000.00 is
3,000.00
Casting Assembly 5
EA
$
2,500.00
$ 12,500.00
8" PVC SDR 26 Sanitary Sewer Pipe (0'-12' Depth) 78
LF
$
40.00
$ 3,120.00
12" PVC SDR 26 Sanitary Sewer Pipe (30'-32' Depth) 56
LF
$
60.00
$ 3,360.00
Total - Bid Schedule "B" - Sanitary Sewer 4i 23,480.00
Bid Schedule "C" - Storm Sewer
Item Description
15" RC Pipe Apron
Estimated
3 1
.-
EACH
Cost
$
per
Unit
500.00
Extended
$
Total Per
Unit
1,500.00
18" RC Pipe Apron
1
EACH
$
550.00
$
550.00
21" RC Pipe Apron
1
EACH
$
600.00
$
600.00
24" RC Pipe Apron
1
EACH
$
750.00
$
750.00
30" RC Pipe Apron
1
EACH
$
750.00
$
750.00
18" RC Pipe Culvert Design 3006 CL V (driveways)
144
LF
$
35.00
$
5,040.00
21" RC Safety Apron
1
EACH
$
700.00
$
700.00
Outlet Structure
2
EACH
$
3,000.00
$
6,000.00
Safety Guard for 21" Pipe Apron
1
EACH
$
1,250.00
$
1,250.00
Trash Guard for 30" Pipe Apron
1
EACH
$
1,500.00
$
1,500.00
4" Perf PVC Pipe Drain
1133
LF
$
7.00
$
7,931.00
15" RC Pipe Sewer Design 3006 CL V (all depths)
662
LF
$
36.00
$
23,832.00
18" RC Pipe Sewer Design 3006 CL V (all depths)
131
LF
$
38.00
$
4,978.00
21" RC Pipe Sewer Design 3006 CL III (all depths)
147
LF
$
40.00
$
5,880.00
24" RC Pipe Sewer Design 3006 CL III (all depths)
160
LF
$
47.00
$
7,520.00
27" RC Pipe Sewer Design 3006 CL III (all depths)
157
LF
$
47.00
$
7,379.00
30" RC Pipe Sewer Design 3006 CL III (all depths)
54
LF
$
55.00
$
2,970.00
Construct Drainage Structure Design 48-4020
3
EACH
$
650.00
$
1,950.00
Construct Drainage Structure Design 72-4020
1
EACH
$
850.00
$
850.00
Construct Drainage Structure Design 84-4020
1
EACH
$
1,200.00
$
1,200.00
Construct Drainage Structure Design 2'x3'
4
EACH
$
450.00
$
1,800.00
Articulated Interlocking Block Open Cell, Type A
68
SY
$
125.00
$
8,500.00
Total - Bid Schedule "C" - Storm Sewer
yJ,4JV.VV
EXHIBIT E
V)
E
El
0
Z
B
Z
D
LL
I--
V
W
i
0
w
a
J
1a-
I--
a
I
O
O
T
rn
N
T
rn
N
coLO
00
C�
O
O
I
,I.
LO
LO
O
co
�
,
T
T
O
M
N
O
N
•
T
(ii
69
(f}
Et}
Ki
Ef3
09-
?U
C)
O
o
0
a
o
'
Lq
U�
Fz
.
N
N
O
T
T
�a
E
U)
W
L)
E
L
Y
-J
-J
U
cQ
N
c
COL.
U6
c
(B
.i
L
-i
L
+�
L
Un
>
in
>
rn
m
N
C2m
m
c
c
a�
@
E
Z
(n
2M
co
2
S
06
W
U)
C
N
117,
ooM�oo
O
O
CD
NCl)
N
W
®
O
O
CO
CO
�+..�
N
N
O
O
N
N
Z
'
O
�
O
00
N
00
Cl)
O
O
�
wp
0�0
C?
00
T
tb
T
00
T
00
T
00
T
00
T
r
T
T
T
T
4°-
T
N
ch
d'
Lo
CO
Ui
0
Z
B
Z
D
LL
I--
V
W
i
0
w
a
J
1a-
I--
N
C
O
rj
Q
O
H
C
E
LA
IA
ch
ii
N
N
0
V
CD
LO
p
c
■�
O
•
L
a c
U
U
L)
N
c
ns
n�
M
M
O
i
N
Iii
Cl)
to
LO
_
0
Cl)
co
co
^, Z
W`
in
U
N
04
/
C
Oa)
■�
Y
Q
00
N
69-169 164 1 69- 1 (f) 16-1 1 <0
0 0 0 1 0 1 0 0
0 0 0 0 0 0
LO11') Ln u) V) LO
r r r r r r
e), l EF} I E0- 1 EPr I H9 I EiT
N I N I O I O co
I O I O Ico
T -
T
0
Z
B
Z
LL
1--
U
W
w
a
J
Ia-
O
F-
a)
a)
LL
U
(n
a)
U
U
Q
a)
W
I I
LL
Q
U)
7
7
E
C
E
.E
E
O
LL
/^
/Q
v/
LO
0
r
C
a)
Q
a)
c
m
W
F-
C)
W
a`)
Q
F-
C) 0
r
C:
m
W
C.
C:
a)
a
a)
:E
La
LL
a)
c
cn
0
a)
U
Q
m
0-
C) U
W
Cl)
C
O
.O
a)
U
co
-0
U)
a `-
O
(0 N
� C
C LO
(B
E
U O
(o 00
N
�64
O O
LL- LL
U) in
V
c
■�
O
E
L
a c
U
U
L)
N
c
ns
n�
as
O
v
O
i
N
ai
c
a)
c
rn
_
0
c�
^, Z
W`
in
U
N
/
C
Oa)
■�
Y
Q
r
O
O
O
O
co
O
d'
O
O
r
O
^+ r
�
C d
r
ti
O
N
O
O
N
O
N
M
O
N
M
(O
OO
O
N
N
//.■■� 0
�L �4W O
a0
o
O
00
M
m
N
00
M
N
0
O
0?
0
O
00
r
r
r
r
r
^L+
W
M
'.t
Lo
O
N
F-
T -
T
0
Z
B
Z
LL
1--
U
W
w
a
J
Ia-
O
F-
a)
a)
LL
U
(n
a)
U
U
Q
a)
W
I I
LL
Q
U)
7
7
E
C
E
.E
E
O
LL
/^
/Q
v/
LO
0
r
C
a)
Q
a)
c
m
W
F-
C)
W
a`)
Q
F-
C) 0
r
C:
m
W
C.
C:
a)
a
a)
:E
La
LL
a)
c
cn
0
a)
U
Q
m
0-
C) U
W
Cl)
C
O
.O
a)
U
co
-0
U)
a `-
O
(0 N
� C
C LO
(B
E
U O
(o 00
N
�64
O O
LL- LL
U) in
cn
il
O
O
d'
co
c�
N
O
N
EA
n
U)
0
U
U
0
0
(6
0
a
N
E
coco
w
O
LL
0
U _ I 0
LU
z
z
z
ml'�I_r_Q
T
05:, L
W
(%j
(w
(n Z
Q
J Z
LL
Ow
O •
w
2 �
H
O
•