HomeMy WebLinkAboutItem 06.lMay 2, 2016
Item No.
AGREEMENT WITH PRIOR LAKE BLACKTOP, INC. FOR OAK SHORES
PARK TENNIS & BASKETBALL COURT RECONSTRUCTION
Proposed Action
Staff recommends adoption of the following motion: Move to approve agreement with Prior
Lake Blacktop, Inc. for Oak Shores Park tennis and basketball court reconstruction.
Overview
The Oak Shores tennis and basketball courts were constructed in 1989. Ovcr the past year,
smaller cracks on the playing surface turned into larger significant cracks which required Staff to
shut down the courts last year for safety reasons. These courts are heavily used, and are the only
courts on the west side of Cedar Avenue that are part of Lakeville's parks system. At a previous
Council Work Session, the Mayor and Council directed Staff to take these steps to reconstruct
the tennis and basketball courts.
Staff recently sent out requests for quotes for the project. Five contractors submitted bids
ranging from $39,516.75 to $60,679.48. The low bid of $39,516.75 was submitted by Prior Lake
Blacktop, Inc. Staff recommends awarding the contract to Prior Lake Blacktop, Inc. with a
budget that includes a 15% contingency ($45,444) as a result of a smaller size project and the
possible need for additional Class V base material once the project is under construction. The
2016 Parks Major Maintenance Fund identified $63,725 for the project.
Primary Issues to Consider
• Prior Lake Blacktop, Inc. is a reputable company that the City of Lakeville has worked
with previously.
Supporting Information
• Agreement
• March 8, 2016 Request for Quotes — Oak Shores Park Court Improvements
• Contractors quote dated April 1, 2016
• Quote results dated April 6, 2016
Financial Impact: $45.444 Budgeted: YN N❑ SourcePark Major Maintenance
Related Documents: (CIP, ERP, etc.): Fund
Envision Lakeville Community Values: Good Value for Public Services
Report Completed by: John Hennen, Parks & Recreation Director
AGREEMENT WITH PRIOR LAKE BLACKTOP, INC. FOR OAK SHORES PARK TENNIS &
BASKETBALL COURT RECONSTRUCTION
THIS AGREEMENT made this 2nd day of May 2oi6, by and between the CITY OF LAKEVILLE,
hereinafter referred to as the "City", and PRIOR LAKE BLACKTOP, INC., hereinafter referred
to as the "Contractor".
THE CITY AND THE CONTRACTOR, FOR THE CONSIDERATION HEREINAFTER STATED,
AGREE AS FOLLOWS:
1. SCOPE OF SERVICES. The scope of services is detailed in the March 8, 2o3.6 Request
for Quotes — Oak Shores Park Court Improvements. The Contractor agrees to perform
the services as detailed in the Contract act Documents.
z. CONTRACT DOCUMENTS. The following documents shall be referred to as the
"Contract Documents", all of which shall be taken together as a whole as the contract
between the parties as if they were set verbatim and in full herein:
A. This Agreement
13. March 8, 2o16 Request for Quotes —Oak Shores Park Court Improvements
C. Contractors Quote Dated April 1, 2oi6
If there is a conflict among the provisions of the Contract, the order in which they are
listed above shall control in resolving any such conflicts with Contract Document "A"
having the first priority and Contract Document "C" having the last priority.
3. OBLIGATIONS OF THE CONTRACTOR. The Contractor agrees that the work
contemplated by the Contract shall be fully and satisfactorily completed in accordance
with the terms of the Contract Documents.
4- PAYMENT.
A. The City agrees to pay and the Contractor agrees to receive and accept payment in
accordance with the prices quoted as set forth in the completed Proposal.
Payment to the Contractor shall be made monthly based on submission and
approval of an invoice.
S. Payments to Subcontractor. Pursuant to Minn. Stat. § 471.25, Subd. 4a, the
Contractor must pay any subcontractor within ten (2o) days of the Contractor's
receipt of payment from the City for undisputed services provided by the
subcontractor. The Contractor must pay interest of x1h percent per month or
any part of a month to the subcontractor on any undisputed amount not paid on
time to the subcontractor. The minimum monthly interest penalty payment for
an unpaid balance of $ioo.00 or more is $io.00. For an unpaid balance of less
than sioo.00, the Contractor shall pay the actual penalty due to the
subcontractor.
5. INDEMNIFICATION.
A. The Contractor shall indemnify, defend and hold harmless the City and
its officials, agents, representatives, and employees from any loss, claim,
liability and expense (including reasonable attorney's fees and expenses of
litigation) with respect to: (a) Worker's Compensation benefits payable on
account of injury or death to any Contractor employee or to any employee of
Contractor's subcontractors, where the injury or death arises out of or is in any
way related to the work performed or to be performed under the Contract; (b)
claims for personal injury, death, or property damage or loss asserted by a
Contractor or subcontractor or any of their officers, agents, representatives, or
employees where the injury, death, damage, or loss arises out of or is in any way
related to the work performed or to be performed under the Contract; and (c)
claims for personal injury, death, or property damage or loss as asserted by
third -parties at the work site, where the claim is based in the whole or in any
part on, or is in any way related to, any act or omission by Contractor, or
Contractor's subcontractors, agents, employees or delegates.
B. Contractor shall agree that the indemnities stated above shall be construed and
applied in favor of indemnification. To the extent permitted by law, the stated
indemnities shall apply regardless of any strict liability or negligence
attributable to the City and regardless of the extent to which the underlying
harm is attributable to the negligence or otherwise wrongful act or omission
(including breach of contract) of Contractor, its subcontractors, agents,
employees or delegates. Contractor also agrees that if applicable law limits or
precludes any aspect of the stated indemnities, then the indemnities will be
considered limited only to the extent necessary to comply with that applicable
law. The stated indemnities continue until all applicable statutes of limitations
have run.
C. If a claim arises within the scope of the stated indemnity, the City may require
Contractor to furnish a written acceptance of tender of defense and indemnity
from Contractor's insurance company. Contractor will take the action required
by City within fifteen (i5) days of receiving notice from City.
6. RIGHTS AND REMEDIES.
A. The duties and obligations imposed by the Contract Documents and the rights
and remedies available thereunder shall be in addition to and not a limitation of
any duties, obligations, rights and remedies otherwise imposed or available by
law.
B. No action or failure to act by the City or the Contractor shall constitute a waiver
of any right or duty afforded by any of them under the Contract, nor shall any
such action or failure to act constitute an approval of or acquiescence in any
breach thereunder, except as may be specifically agreed in writing.
7. GOVERNING LAW. The Contract shall be governed by the laws of the State of
Minnesota.
8. INSURANCE. Prior to commencing work on the Contract, the Contractor shall furnish
the City a certificate of insurance. The Contractor shall furnish and maintain during the
project such public liability and property damage insurance as shall protect Contractor
and any subcontractors performing work covered by the Contract from claims for
damages by Workers Compensation Statute, and from claims for property damages or
personal injury which may arise from operations under this Contract, whether such
operations are by Contractor or by an subcontractor or anyone directly or indirectly
employed by either of them and the amounts of insurance shall be as follows;
1. Workers Compensation — as provided in the applicable law.
2. Commercial General Liability:
Personal Injury - $2,000,000.00
Property Damage - $2,000,000.00
3. Comprehensive Automobile Liability:
Personal Injury- $2,000,000.00
Property Damage - $2,000,000.00
All insurance policies (or riders) required by this Agreement shall be (1) taken out by the
Provider and maintained with responsible insurance companies organized under the
laws of one of the states of the United States and qualified to do business in the State
of Minnesota, (ii) shall contain a provision that the insurer shall not cancel or revise
coverage thereunder without giving written notice to Provider as an insured party and
to City as an additional insured before cancellation or revision becomes effective, (iii)
shall name Provider as an insured party and City as an additional insured with respect to
General Liability and Auto Liability policies on a primary and non-contributory basis, (iv)
shall be in accordance with specifications approved by the insurance advisory for City,
and (v) shall be evidenced by a Certificate of Insurance listing City as an additional
insured which shall be filed with the city. Certificates of Insurance that do not meet
these requirements will not be accepted. Certificates of Insurance shall include the
policy endorsement showing the City named as additional insured on a primary and
non-contributory basis.
g. TERM. The term of this Contract shall begin on the effective date and end at the
completion of all work associated with the installation and startup of the equipment,
unless sooner terminated as hereinafter provided.
so. SUPPLIES, EQUIPMENT, AND INCIDENTALS. The City and Contractor agree that
the Contractor shall furnish any and all supplies, equipment, and incidentals necessary
for Contractor's performance of this Contract.
ii. TERMINATION WITHOUT CAUSE BY CITY. The City reserves the right at its sole
discretion to terminate this Contract at will immediately without cause at any time
within the term of this Contract. In the event of such termination, the City shall provide
Contractor written notice of termination and upon receipt of same, Contractor shall
immediately cease and desist Contractor's provision of services under this Contract and
City shall have no further obligation under this Contract to pay any further
compensation to Contractor except for compensation due and owing for services prior
to Contractor's receipt of the written notice of termination.
zz. INDEPENDENT CONTRACTOR. City and Contractor agree that Contractor, while
engaged in carrying out and complying with the terms and conditions of this Contract
and the provision of services thereunder, shall be considered at all times an
independent contractor and not an officer, employee, or agent of the City. City and
Contractor further agree that Contractor shall not at any time or in any manner
represent that Contractor or any of the Contractor's agents or employees are in any
manner agents or employees of the City. City and Contractor further agree that
Contractor shall be exclusively responsible under this Contract for Contractor's own
FICA payment, workers compensation payments, unemployment compensation
payments, withholding amounts, andlor self-employment taxes or other taxes if any
such payments, amounts, or taxes are required to be paid by law or regulations.
13. WRITTEN NOTICE OR OTHER CORRESPONDENCE. Any written notice or other
correspondence to be provided by or between the City and the Contractor in
accordance with this Contract shall be hand delivered or mailed by registered or
certified mail to the following address:
CITY: City of Lakeville
20195 Holyoke Avenue
Lakeville MN 55044
VENDOR: Prior Lake Blacktop, Inc.
i7o7o Revere Way
Prior Lake, MN 55372
z4. WAIVER OF DEFAULT. Any waiver by City of a default under the provisions of this
Contract by Contractor shall not operate or be construed as a waiver of a subsequent
default by the Contractor. No waiver shall be valid unless in writing and signed by the
Mayor and the City Administrator on behalf of the City.
25. NO ASSIGNMENT OR SUBCONTRACTING. The City and Contractor agree that the
services to be rendered by the Contractor under this Contract are unique and personal.
Accordingly, the Contractor may not assign or subcontract out any of the Contractor's
rights or any of the Contractor's duties or obligations under this Contract.
z6. INVALIDITY OF PROVISIONS. If any term or provision of this Contract or any
application hereof to any person or circumstances, shall to any extent be invalid or
unenforceable, the remainder of this Contract or the application of such term or
provision to persons or circumstances other than those as to which it is held invalid or
unenforceable shall not be effected hereby and each term and provision of this
Contract shall be valid and be enforced to the fullest extent permitted by law.
IT DATA PRACTICES/RECORDS.
A. All data created, collected, received, maintained, or disseminated for any purpose
in the course of this Contract is governed by the Minnesota Government Data
Practices Act, Minn. Stat. Ch. 13, any other applicable state statute, or any state
rules adopted to implement the act, as well as federal regulations on data privacy.
B. All books, records, documents, and accounting procedures and practices of the
Contractor and its subcontractors, if any, relative to this Contract are subject to
examination by the City.
18. WARRANTY. The Contractor shall be held responsible for any and all defects in
workmanship which may develop in any part of the contracted service, and upon proper
notification by the City shall remedy, without cost to the City, any such faulty work and
damage done by reason of the same in accordance with the proposal specifications.
29. CHANGE ORDERS. Without invalidating the Contract, the City may, at any time or
from time to time, order additions, deletions, or revisions in the Work; these will be
authorized by Change Orders. Upon receipt of a Change Order, the Contractor shall
proceed with the work involved. Changes in the Contract Price shall be based on the
Proposal Prices.
zo. ENTIRE AGREEMENT. This instrument herein contains the entire and only agreement
between the parties and no oral statement or representation or prior written matter not
contained in this instrument shall have any force and effect. This Contract shall not be
modified in any way except by writing executed by both parties.
zi. DISCRIMINATION. Contractor agrees to romply with Minnesota Statute 181..59 that
states:
Subsection A. That, in the hiring of common or skilled laborforthe performance of any
work under any contract, or any subcontract, no contractor, material Contractor or
vendor, shall, by reason of race, creed, or color, discriminate against the person or
persons who are citizens of the United States or resident aliens who are qualified and
available to perform the work to which the employment relates;
Subsection B. That no contractor, material Contractor, or vendor, shall, in any manner,
discriminate against, or intimidate, or prevent the employment of any person or
persons identified in clause (i.) of this section, or on being hired, prevent, or conspire to
prevent the person or persons from the performance of work under any contract on
account of race, creed, or color;
Subsection C. That a violation of this section is a misdemeanor; and
Subsection D. That this contract may be canceled or terminated by the state, county,
city, town, school board, or any other person authorized to grant the contracts for
employment, and all money due, or to become due under the contract, may be
forfeited for a second or any subsequent violation of the terms or conditions of this
contract.
za. BACKGROUND CHECKS. The City may require criminal history background checks of
the Contractor's employee's for purposes of access to City facilities. The City reserves
the right to deny access to City facilities to those Contractors or Contractor's
employees that it deems inappropriate.
CITY OF LAKEVILLE
BY:
Matt Little, Mayor
AND:
Charlene Friedges, City Clerk
CONTRACTOR:
City of Lakeville
March 8, 2016
RE: Request for Quotes
Oak Shores Park Court Improvements
Purpose
The City of Lakeville is seeking quotes to replace the existing tennis and basketball court
pavement surfaces at Oak Shores Park, which is located: north of and adjacent to 160th Street
(CSAH 46); and east of Kenrick Avenue (see attached project location map). The existing court
sections consist of the following: 6 -inches of aggregate base and 3 i2 - 4 inches of pavement.
The City desires the work to be completed prior to June 15, 2016. The City anticipates
approving a contract for the work in April, 2016.
Desired Oualifications
The City desires that the Contractor performing the work has experience with other similar
recreational court paving projects. Included with the price quote, the Contractor shall also
submit a list of similar projects completed within the last 5 -years.
Scone Services
1. Removal of existing pavement surfaces.
2. Removal of existing tennis court post system.
3. Installation of the tennis court post system.
4. Grading and Tolerance of existing aggregate base prior to paving.
5. Paving of the tennis and basketball courts.
• The City will provide the following services to facilitate the tennis and basketball court
paving:
o Removal of a portion of the existing tennis court perimeter fence to facilitate
access.
o Reinstallation of the tennis court perimeter fence.
o Removal of the existing tennis court backboard.
o Grading of a swale around the basketball court to better promote drainage in the
area.
20195 Holyoke Avenue, Lakeville, MN .5.5044
952-985-4400 . 952-985-4499 fax
www.fakevillemn.gov
City of Lakeville
D-4--.4 f- TL -44-
o Painting of the court surfaces
o Restoration of any turf areas disturbed with construction.
■ Note: The contractor is expected to minimize disturbances at the site.
Any restoration required beyond the area leading from the courts to the
parking lot will be the responsibility of the contractor.
Specifications
The work shall be performed in accordance with:
1. The 2016 edition of the Minnesota Department of Transportation Standard Specifications
for Construction, (MnDOT Specifications) and any supplements or amendments thereto
issued prior to the date of these Contract Documents, including the current MnDOT 2360
Plant Mixed Asphalt Pavement Specification;
2. The City of Lakeville Utility and Street Construction Standard Specifications dated May,
2014.
Special Provisions
2021— MOBILIZATION
The provisions of MnDOT 2021 are modified and/or supplemented with the following:
Mobilization shall be considered incidental to the project cost. No compensation will be made
for permits necessary to complete the work.
2104 — REMOVING PAVEMENT AND MISCELLANEOUS STRUCTURES
The provisions of MnDOT 2104 are modified and/or supplemented with the following:
2104.3 — CONSTRUCTION REQUIREMENTS
Pavement Removal — All Types: Shall include the removal of all pavement types (bituminous
and concrete) within the court areas, as directed by the Owner.
2104.5 — BASIS OF PAYMENT
20195 Holyoke Avenue, Lakeville, MN 55044
952-985-4400 . 952-985-4499 fax
www.lakevillemn.gov
City of Lakeville
Pavement Removal — All Types: Payment for the accepted quantities shall be at the unit prices
bid and shall be compensation in full for labor, equipment, materials, removal and hauling of
materials and debris to a disposal area selected by the Contractor and cleanup of the area as
necessary to perform the work as specified.
2111— PROOF ROLLING
The provisions of MnDOT 2111 are modified and/or supplemented with the following:
2111.5 — BASIS OF PAYMENT
Test rolling of the aggregate base (including all repairs to unstable sections and retesting) will be
considered incidental work and no direct compensation will be made thereof. Proof rolling shall
also include minor grading of the existing aggregate prior to paving to ensure proper drainage
across the courts.
2357 — BITUMINOUS TACK COAT
The provisions of MnDOT 235 are modified and/or supplemented with the following:
2357.5 — BASIS OF PAYMENT
The first paragraph is supplemented with the following:
The unit price bid for tack coat shall include sweeping, cleaning of all debris and dirt from the
previous bituminous course prior to placement of tack coat.
Bituminous Material for Tack Coat: Payment shall be made at the Contract unit price bid per
gallon.
2360 — PLANT MIXED ASPHALT PAVEMENT
2360.3 — CONSTRUCTION REQUIREMENTS
Mix designation numbers for the bituminous mixtures on this project are as follows:
TYPE SP 9.5 WEARING COURSE MIX (3,C) SPWEA240C
TYPE SP 12.5 NON WEAR COURSE MIX (3,C) SPNWB230C
20195 Holyoke Avenue, Lakeville, MN 55044
952-985-4400 + 952-985-4499 fax
www.lakevillemn.gov
City of Lakeville
The tennis court and basketball court shall consist of the following section: l 1/2 inches of
wearing course material atop 2 -inches of base course material.
TENNIS COURT POST SYSTEM
The tennis court post system shall be Douglas Industries, Inc.. DTP -37 or approved equal (see
attached for details).
DOUGLAS DTP -37 TENNIS POSTS
PART 1- GENERAL
1.01 WORK INCLUDED
A. Provide all equipment and materials, and do all work necessary to furnish and install the
athletic equipment, as indicated on the drawings and as specified herein. Athletic
equipment shall include, but not be limited to:
1. Douglas DTP -37 Tennis Posts
1.02 REFERENCES
A. Comply with applicable requirements of the following standards. Where these standards
conflict with other specified requirements, the most restrictive requirements shall govern.
1. American Sports Builders Association (ASBA)
2. United States Tennis Association (USTA)
1.03 SUBMITTALS
A. Manufacturers Product Data
1. Provide manufacturers product data prior to actual field installation work, for
Architects or Owners representatives review.
B. Shop Drawings
20195 Holyoke Avenue, Lakeville, NM 55044
952-985-4400.952-985-4499 fax
www.lakevillemn.gov
City of Lakeville
n—:s;,..,. 4 a,. art......,,
1. Provide drawings of the manufacturers recommended installation and foundation
requirements prior to actual field installation work, for Architects or Owners
representatives review.
1.04 QUALITY ASSURANCE
A. Manufacturers warranties shall pass to the Owner and certification made that the product
materials meet all applicable grade trademarks or conform to industry standards and
inspection requirements.
1.05 PRODUCT DELIVERY AND STORAGE
A. Materials delivered to the site shall be examined for damage or defects in shipping. Any
defects shall be noted and reported to the Owners representative. Replacements,
if necessary, shall be immediately re -ordered, so as to minimize any conflict with the
construction schedule. Sound materials shall be stored above ground under
protective cover or indoors so as to provide proper protection.
PART 2 - PRODUCTS
2.01 Douglas DTP -37 Tennis Posts
A. BASE: Douglas DTP -37 Tennis Posts as manufactured by:
Douglas Industries, Inc.
3441 S. 11th Ave.
Eldridge, IA 52748
Phone: 800-553-8907
Fax: 800-443-8907
www.douglas-sports.com
B. COMPONENTS:
1. 3" OD Round 7 Gauge Heavy Wall (3/16") Steel
2. Internal Wind 30:1 Self Locking Gears
3. Welded Lacing Rods
4. Die -Cast Zinc Caps and Gear Housings
5. Polyester Powder Coat Finish, Available Forest Green #63007
6. Include Galvanized Steel Ground Sleeves, GS-24RD/ST #63424
7. Include Center Anchor (installed)
8. Include Net with Center Strap
20195 Holyoke Avenue, Lakeville, NM 55044
952-985-4400.952-985-4499 fax
www.lak-evUlemn.gov
City of Lakeville
0~44.^" "a A #^ 7L .44th
PART 3 - EXECUTION
3.01 INSTALLATION OF EQUIPMENT
A. All athletic equipment shall be installed as recommended with manufacturer's written
directions, and as indicated on the drawings.
PART 4 — METHOD OF MEASUREMENT
4.01 Payment
A. Payment for the accepted quantities shall be at the unit prices bid and shall be
compensation in full for labor, equipment, materials, removal and hauling of materials
and debris to a disposal area selected by the Contractor and cleanup of the area as
necessary to perform the work as specified, including the cost to furnish and install the
Optional Ground Sleeve, Optional Center Anchor and Net with Center Strap.
Permits
The selected Contractor must register as a Right -of -Way User with the Dakota County Highway
Department prior to beginning work at the site and obtain any necessary Dakota County Right -
of -Way permits needed to utilize 160'' Street (CSAH 46).
Ouote Contents
Price Quote
1. Proposed fee for each task.
2. Total fee.
Ouote Evaluation
The selection committee will evaluate the proposals using the criteria below.
1. Similar projects completed by the Contractor
2. Price evaluation
20195 Holyoke Avenue, Lakeville, MN 55044
952-985-4400 . 952-985-4499 fax
www.(akevfllenm.gov
City of Lakeville
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Proposal Submittal
Send complete proposals to:
City of Lakeville
Mark Kruse, Interim Parks Superintendent
mkruse@lakevillemn.gov
Submit electronic copies of your proposal to Mark Kruse by Friday, April 1, 2016 at 4:30 p.m.
20195 Holyoke Avenue, Lakeville, NW 55044
952-985-4400 . 952-985-4499 fax
www.lake.villemn.gov
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DTP -37 TENNIS POST
Post, & Anchor Installation:
I
i
16'-6"For Sin
i
Take UD
24"
36"
i
Ground '
Sleeve
GS -24 '
(Optional)
Post Locations, Meas¢red Center to Center
33'- 0" For Singles
42'- 0" For Doubles
21' -
Center Anchor
(Purchased,'separately)
9"I I I [12"
Dummv Post
31611
30" The footing dimensions illustrated are approximate and may be varied in
different regions according to local soil and frost conditions.
Hardware Includes 1 removable chrome handle,&4 eyebolts;
located inside the end of take up post. *Dimensions are not to scale
1. When Installing Post, make sure the height of
the post is 1" above the net cord. The height
will be about 3'6" above the court surface.
2. The tennis posts footings should be placed 3'
outside the court on each side.
3. The center line between posts should be 42' apart
for doubles courts or 36' apart for singles court.
Ground sleeves are recommended because they
allow easy removal of the posts for resurfacing,
maintenance, and alternate uses of the court.
4. Without Optional Ground Sleeve: Anchor each
post in a block of concrete as shown in the diagram.
Pour the concrete into a bell-shaped hole 24 inches
in diameter at the top and 30 inches in diameter at
the bottom. Make the hole at least 36 inches deep.
5. For Optional Ground Sleeve: While pouring the
concrete hold the ground sleeve in place, plugged
end down. Use a plumb line to set the sleeve
pointing straight up. Let concrete dry. Carefully
set the post in ground sleeves.
6. Screw on top and bottom eyebolts to each post.
7 For Optional Center Anchor: The Center anchor
should be 16'6" away from each post in singles
and 21' for doubles. Pour concrete into a bell
shaped hole 9 inches in diameter at the top and
12 inches in diameter at the bottom. The hole
should be 12 inches deep. While pouring, hold
the anchor in place, with the narrowed end down.
Make sure the anchor is plum and pointing
straight up. Let concrete dry.
8. During the off season, it is best to winterize your
court by removing the tennis posts and use sleeve
plugs to prevent moisture and dirt from falling in.
E=Cbuglasr
Net Installation
*net is not included with post, sold separately
1. Stretch out the net across the court.
2. Since the DTP -37 is an internally wound post, cut off the loop at one end of the cable for the take up side. Leave
some excess in order to allow for several turns around the internal mechanism. Now, insert the plain cable around
the cap's pulley and down through the inside. Take the cap off and insert the cable into the wind up shaft hole,
then turn the handle clockwise to wind the cable around the shaft. Place cap back on post and tighten set the set
screw.
3. Attach the loop on the other end of the cable to the hook half way down the outside of the "dummy" post.
4. Turning the handle clockwise, crank up cable so center of net is approximately 38". DO NOT OVERWIND.
5. Insert dowels (provided) through the end side tapes.
6. Attach the headband to posts with the white cord provided, tie off at top eyebolt.
7. Square up the net and lace it to the post using the provided black lacing cord. Use the side grommets on the net to
accept the lacing cords. Tie off at at the bottom eye bolt.
8. Measure the depth of the net in the center and adjust the optional center strap to make the net 36" at the center line
Eyebolt
a
Cable
Hook
I04—Grommet
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CL
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aJ
N
36"
a
c
0
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CL
0
CL
c
V
White Cord, tie
off at eye bolt
Headband
Cable
wino up
Shaft
'
UN,
Tu n
Clockwise
To ighten
/Reove tennis net cable loop
wind up side only
Bottom Eyebolt
Dummy Post center Strap Take Up Post
hooked to optional
centeranchor *Drawings are not to scale
EdoLQh.5
ITEM
QUOTE PROPOSAL
CITY OF LAKEVILLE
OAK SHORES PARK COURT IMPROVEMENTS
CONTRACT CONTRACT
UNIT QUANTITY PRICE EXTENSION
SCHEDULE A: SURFACE IMPROVEMENTS
PAVEMENT REMOVAL - ALL TYPES
SQ YD
2,100
BITUMINOUS MATERIAL FOR TACK COAT
GALLON
105
TYPE SP 9.5 WEARING COURSE MIXTURE SPWEA240C (2,C)
TON
180
TYPE SP 12.5 NON WEARING COURSE MIXTURE SPNWB230C (2,C)
TON
240
TENNIS COURT POST SYSTEM
EACH
2
TOTAL RASE RIn:
QUOTE PROPOSAL
CITY OF LAKEVILLE
OAK SHORES PARK COURT IMPROVEMENTS
CONTRACT CONTRACT
ITEM UNIT OUAN TTY PRICE EXTENSION
SCHEDULE
PAVEMENT REMOVAL - ALL TYPES
BITUMINOUS MATERIAL FOR TACK COAT
TYPE SP 5.5 WEARING COURSE MIXTURE SPWEA240C (2,C)
TYPE SP 12.S NON WEARING COURSE MIXTURE SPNWB230C (2,C)
TENNIS COURT POST SYSTEM
Q +3orti i:kcs"
U Q�
�a_44-1--5��0
SQ Yb
2,100
GALLON
105
TON
180
TON
240
EACH
2
TOTAL BASE BID. M
Oak Shores Tennis and Basketball Court Renovation
Quote Results
4/6/2016
Contractor
Prior Lake Blacktop Inc.
KA Witt
Valley Blacktopping Inc.
Plehal Blacktopping LLC
McNamara Contracting
Total Project Cost
$39,516.75
$50,332.50
$52,441.05
$57,265.00
$60,679.48