#10-5595 (Hannula Landscape & Irrigation)
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Administrative Services f)lvision
Purchasing
Coronado Parkway and Hunter Blvd. Median, Curbing and Landscape Installation
COLLIER COUNTY BID NO.1 0-5595
COLLIER COUNTY, FLORIDA
Design Professional:
McGee & Associates
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TABLE OF CONTENTS
A. PUBLIC NOTICE/LEGAL ADVERTISEMENT (PAGE 1 ONLY)
B. INSTRUCTIONS TO BIDDERS
C. BID, BID SCHEDULE AND OTHER DOCUMENTS
D. AGREEMENT
E. AGREEMENT EXHIBITS
EXHIBIT A: Performance and Payment Bond Forms
EXHIBIT B: Insurance Requirement Form
EXHIBIT C: Release and Affidavit Form
EXHIBIT D: Contractor Application for Payment Form
EXHIBIT E: Change Order Form
EXHIBIT F: Certificate of Substantial Completion Form
EXHIBIT G: Final Payment Checklist
EXHIBIT H: General Terms and Conditions
EXHIBIT I: Supplemental Terms and Conditions
EXHIBIT J: Technical Specifications
EXHIBIT K: Permits
EXHIBIT L: Standard Details (if applicable)
EXHIBIT M: Plans and Specifications prepared by McGee & Associates
and identified as follows: Coronado Parkway and Hunter Blvd.
Median, Curbing and Landscape Installation
as shown on Plan Sheets 1 through 106.
EXHIBIT N: Contractor's List of Key Personnel
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~-Coum;y
AdministJative ServiceS Division
Purchasing
PUBLIC NOTICE
INVITATION TO BID
Coronado Parkway and Hunter Blvd. Median, Curbing and Landscape Installation
COUNTY BID NO.1 0-5595
Separate sealed bids for the construction of Coronado Parkway and Hunter Blvd.
Median, Curbing and Landscape Installation, addressed to Mr. Steve Carnell,
Purchasing Director, will be received at the Collier County Government Complex, 3301
Tamiamj Trail East, Purchasing Building, Purchasing Department, Naples, Florida
34112, until 2:30 P.M. LOCAL TIME, on the 17th day of November 2010, at which time
all bids will be publicly opened and read aloud. Any bids received after the time and
date specified will not be accepted and shall be returned unopened to the Bidder. It is
the intent of the County to award to two firms: 1) curbing and median and 2) landscape
installation.
A non-mandatory pre-bid conference shall be held at the Purchasing Department,
Conference Room A, Purchasing Building "G" at 2:00 p.m. LOCAL TIME on the 27th
day of October 2010, at which time all prospective Bidders may have questions
answered regarding the Bidding Documents for this Project.
Sealed envelopes containing bids shall be marked or endorsed "Bid for Collier County
Government, Collier County, Coronado Parkway and Hunter Blvd. Median, Curbing
and Landscape Installation, Bid No. 10-5595 and Bid Date of November 17, 2010. No
bid shall be considered unless it is made on an unaltered Bid form which is included in
the Bidding Documents. The Bid Schedule (GC-P-1 through 13) shall be removed from
the Bidding Documents prior to submittal.
One contract will be awarded for all Work. Bidding Documents may be examined on the
Collier County Purchasing Department E-Procurement website: www.collierqov.neUbid.
Copies of the Bidding Documents may be obtained only from the denoted website.
Bidding Documents obtained from sources other than the Collier County Purchasing
Department website may not be accurate or current.
Each bid shall be accompanied by a certified or cashier's check or a Bid Bond in an
amount not less than five percent (5%) of the total Bid to be retained as liquidated
damages in the event the Successful Bidder fails to execute the Agreement and file the
required bonds and insurance within fifteen (15) calendar days after the receipt of the
Notice of Award. The Successful Bidder acknowledges and agrees that it shall execute
the Agreement in the form attached hereto and incorporated herein.
GC-PN-1
The Successful Bidder shall be required to furnish the necessary Payment and
Performance Bonds, as prescribed in the General Conditions of the Contract
Documents. All Bid Bonds, Payment and Performance Bonds, Insurance Contracts and
Certificates of Insurance shall be either executed by or countersigned by a licensed
resident agent of the surety or insurance company having its place of business in the
State of Florida. Further, the said surety or insurance company shall be duly licensed
and qualified to do business in the State of Florida. Attorneys-in-fact that sign Bid
Bonds or Payment and Performance Bonds must file with each bond a certified and
effective dated copy of their Power of Attorney.
In order to perform public work, the Successful Bidder shall, as applicable, hold or
obtain such contractor's and business licenses, certifications and registrations as
required by State statutes and County ordinances.
Before a contract will be awarded for the Work contemplated herein, the Owner shall
conduct such investigations as it deems necessary to determine the performance record
and ability of the apparent low Bidder to perform the size and type of work specified in
the Bidding Documents. Upon request, the Bidder shall submit such information as
deemed necessary by the Owner to evaluate the Bidder's qualifications.
The Successful Bidder(s) shall be required to finally complete all .Work within one
hundred and sixty (160) calendar days for Phase I, Median and Curbing and
Phase II Landscape Installation within one hundred and forty (140) calendar days
from and after the Commencement Date specified in the Notice to Proceed.
The Owner reserves the right to reject all Bids or any Bid not conforming to the intent
and purpose of the Bidding Documents, and to postpone the award of the contract for a
period of time which, however, shall not extend beyond one hundred twenty (120) days
from the bid opening date without the consent of the Successful Bidder.
Dated this 18th day of October, 2010.
BOARD OF COUNTY COMMISSIONERS
COLLIER COUNTY, FLORIDA
BY: /s/ Stephen Y. Carnell. C.P.M.
Purchasing and General Services Director
GC-PN-2
PART B - INSTRUCTIONS TO BIDDERS
Section 1. Definitions
1.1 The term "Owner" used herein refers to the Board of County Commissioners, or
its duly authorized representative.
1.2 The term "Project Manager" used herein refers to the Owner's duly authorized
representative and shall mean the Division Administrator or Department Director, as
applicable, acting directly or through duly authorized representatives.
1.3 The term "Design Professional" refers to the licensed professional engineer or
architect who is in privity with the Owner for the purpose of designing and/or monitoring
the construction of the-project. At the Owner's discretion, any or all duties of the Design
Professional referenced in the Contract Documents may be assumed at any time by the
Project Manager on behalf of the Owner. Conversely, at the Owner's discretion the
Project Manager may formally assign any of his/her duties specified in the Contract
Documents to the Design Professional.
1.4 The term "Bidder" used herein means one who submits a bid directly to the
Owner in response to this solicitation.
1.5 The term "Successful Bidder" means the lowest qualified, responsible and
responsive Bidder who is awarded the contract by the Board of County Commissioners,
on the basis of the Owner's evaluation.
1.6 The term "Bidding Documents" includes the Legal Advertisement, these
Instructions to Bidders, the Bid Schedule and the Contract Documents as defined in the
Agreement.
1.7 The term "Bid" shall mean a completed Bid Schedule, bound in the Bidding
Documents, properly signed, providing the Owner a proposed cost for providing the
services required in the Bidding Documents.
Section 2. Preparation of Bids
2.1 The Bids must be submitted on the standard form herein furnished by the Owner
(pages GC-P-1 to GC-P-15 as bound in these Bidding Documents). By submitting a Bid,
Bidder acknowledges and agrees that it shall execute the Agreement in the form
attached hereto and incorporated herein. The Bidder shall complete the Bid in ink or by
typewriter and shall sign the Bid correctly. Bid Schedules submitted on disk/CD shall be
accompanied by a hard copy of the completed Bid Schedule which shall be signed and
dated by the Bidder. The Bid may be rejected if it contains any omission, alteration of
form, conditional bid or irregularities of any kind. Bids must be submitted in sealed
envelopes, marked with the Bid Number, Project Name and Bid opening Date and Time,
and shall be addressed to the Collier County Purchasing Department, Purchasing
Building, Collier County Government Complex, 3301 Tamiami Trail, East, Naples,
Florida 34112. If forwarded by mail, the sealed envelope containing the Bid must be
enclosed in another sealed envelope addressed as above. Bids received at the
GC-IB-1
location specified herein after the time specified for bid opening will be returned to the
bidder unopened and shall not be considered.
Section 3. Bid Deposit ReQuirements
3.1 No Bid shall be considered or accepted unless at the time of Bid filing the same
shall be accompanied by a cashiers check, a cash bond posted with the County Clerk, a
certified check payable to Owner on some bank or trust company located in the State
of Florida insured by the Federal Deposit Insurance Corporation, or Bid Bond, in an
amount not less than 5% of the bidder's maximum possible award (base bid plus all
add alternates) (collectively referred to herein as the "Bid Deposit"). The Bid Deposit
shall be retained by Owner as liquidated damages if the Successful Bidder fails to
execute and deliver to Owner the unaltered Agreement, or fails to deliver the required
Performance and Payment Bonds or Certificates of Insurance, all within ten (10)
calendar days after receipt of the Notice of Award. Bid Bonds shall be executed by a
corporate surety licensed under the laws of the State of Florida to execute such bonds,
with conditions that the surety will, upon demand, forthwith make payment to Owner
upon said bond. Bid Deposits of the three (3) lowest Bidders shall be held until the
Agreement has been executed by the Successful Bidder and same has been delivered
to Owner together with the required bonds and insurance, after which all three (3) Bid
DepC?_sit~ ~_hall be returned to the re~pective Bidders.
All other Bid Deposits shall be released within ten (10) working days of the Bid Opening.
No Bid including alternates; shall be withdrawn within one hundred and twenty (120)
days after the public opening thereof. If a Bid is not accepted within said time period it
shall be deemed rejected and the Bid Deposit shall be returned to Bidder. In the event
that the Owner awards the contract prior to the expiration of the 120 day period without
selecting any or all alternates, the Owner shall retain the right to subsequently award to
the Successful Bidder said alternates at a later time but no later than 120 days from
opening, unless otherwise agreed by the Purchasing Director and the Successful
Bidder.
3.2 The Successful Bidder shall execute five (5) copies of the Agreement in the form
attached and deliver same to Owner within the time period noted above. The Owner
shall execute all copies and return one fully executed copy of the Agreement to
Successful Bidder within thirty (30) working days after receipt of the executed
Agreement from Successful Bidder unless any governmental agency having funding
control over the Project requires additional time, in which event the Owner shall have
such additional time to execute the Agreement as may be reasonably necessary.
Section 4. Ri~ht to Reject Bids
4.1 The Owner reserves the right to reject any and all Bids or to waive informalities
and negotiate with the apparent lowest, qualified Bidder to such extent as may be
necessary for budgetary reasons.
Section 5. Si~nin~ of Bids
5.1 Bids submitted by a corporation must be executed in the corporate name by the
GC-I B-2
president, a vice president, or duly authorized representative. The corporate address
and state of incorporation must be shown below the signature.
5.2 Bids by a partnership must be executed in the partnership name and signed by a
general partner whose title must appear under the signature and the official address of
the partnership must be shown below said signature.
5.3 If Bidder is an individual, his or her signature shall be inscribed.
5.4 If signature is by an agent or other than an officer of corporation or general
partner of partnership, a properly notarized power of attorney must be submitted with
the Bid.
5.5 All Bids shall have names typed or printed below all signatures.
5.6 All Bids shall state the Bidder's contractor license number.
5.7 Failure to follow the provisions of this section shall be grounds for rejecting the
Bid as irregular or unauthorized.
Section 6. Withdrawal of Bids
Any Bid may be withdrawn at any time prior to the hour fixed in the Legal Advertisement
for the opening of Bids, provided that the withdrawal is requested in writing, properly
executed by the Bidder and received by Owner prior to Bid Opening. The withdrawal of
a Bid will not prejudice the right of a Bidder to file a new Bid prior to the time specified
for Bid opening.
Section 7. Late Bids
No Bid shall be accepted that fails to be submitted prior to the time specified in the
Legal Advertisement.
Section 8. Interpretation of Contract Documents
8.1 No interpretation of the meaning of the plans, specifications or other Bidding
Documents shall be made to a Bidder orally. Any such oral or other interpretations or
clarifications shall be without legal effect. All requests for interpretations or clarifications
shall be in writing, addressed to the Purchasing Department, to be given consideration.
All such requests for interpretations or clarification must be received at least ten (10)
calendar days prior to the Bid opening date. Any and all such interpretations and
supplemental instructions shall be in the form of written addendum which, if issued,
shall be sent by mail or fax to all known Bidders at their respective addresses furnished
for such purposes no later than three (3) working days prior to the date fixed for the
opening of Bids. Such written addenda shall be binding on Bidder and shall become a
part of the Bidding Documents.
8.2 It shall be the responsibility of each Bidder to ascertain, prior to submitting its Bid,
that it has received all addenda issued and it shall acknowledge same in its Bid.
GC-I B-3
8.3 As noted in the Legal Advertisement, attendance by all bidders at the Pre-Bid
Conference is non-mandatory.
Section 9. Examination of Site and Contract Documents
9.1 By executing and submitting its Bid, each Bidder certifies that it has:
a. Examined all Bidding Documents thoroughly;
b. Visited the site to become familiar with local conditions that may in any manner
affect performance of the Work;
c. Become familiar with all federal, state and local laws, ordinances, rules, and
regulations affecting performance of the Work; and
d. Correlated all of its observations with the requirements of Bidding documents.
No plea of ignorance of conditions or difficulties that may exist or conditions or
difficulties that may be encountered in the execution of the Work pursuant to these
Bidding Documents as a result of failure to make the necessary examinations and
investigations shall be accepted as an excuse for any failure or omission on the part of
the Successful Bidder, nor shall they be accepted as a basis for any claims whatsoever
for extra compensation or for an extension of time.
9.2 The Owner will make copies of surveys and reports performed in conjunction with
this Project available to any Bidder requesting them at cost; provided, however, the
Owner does not warrant or represent to any Bidder either the completeness or accuracy
of any such surveys and reports. Before submitting its Bid, each Bidder shall, at its own
expense, make such additional surveys and investigations as may be necessary to
determine its Bid price for the performance of the Work within the terms of the Bidding
Documents. This provision shall be subject to Section 2.3 of the General Conditions to
the Agreement.
Section 10. Material Reauirements
It is the intention of these Bidding Documents to identify standard materials. When
space is provided on the Bid Schedule, Bidders shall specify the materials which they
propose to use in the Project. The Owner may declare any Bid non-responsive or
irregular if such materials are not specifically named by Bidder.
Section 11. Bid Quantities
11.1 Quantities given in the Bid Schedule, while estimated from the best information
available, are approximate only. Payment for unit price items shall be based on the
actual number of units installed for the Work. Bids shall be compared on the basis of
number of units stated in the Bid Schedule as set forth in the Bidding Documents. Said
unit prices shall be multiplied by the bid quantities for the total Bid price. Any Bid not
conforming to this requirement may be rejected. Special attention to all Bidders is
called to this provision, because if conditions make it necessary or prudent to revise the
unit quantities, the unit prices will be fixed for such increased or decreased quantities.
GC-IB-4
Compensation for such additive or subtractive changes in the quantities shall be limited
to the unit prices in the Bid. Subsequent to the issuance of a notice to proceed, the
Project Manager and the Successful Bidder shall have the discretion to re-negotiate any
unit price(s) where the actual quantity varies by more than 25% from the estimate at the
time of bid.
11.2 Alternate Bid Pricing: In the event that alternate pricing is requested, it is an
expressed requirement of the bid invitation to provide pricing for all alternates as listed.
The omission of a response or a no-bid or lack of a submitted price may be the basis for
the rejection of the submitted bid response. All bids responses received without pricing
for all alternates as listed will be considered technically non-responsive and will not be
considered for award.
Section 12. Award of Contract
12.1 Any prospective bidder who desires to protest any aspect(s) or provision(s) of the
bid invitation (including the form of the bid documents or bid procedures) shall file their
protest with the Purchasing Director prior to the time of the bid opening strictly in
accordance with Owner's then current Purchasing Policy.
12.2 Statement of Award: The Award of Contract shall be issued to the lowest,
responsive and qualified Bidder(s) determined by the base bid, and any, or all, selected
alternates, and the Owner's investigations of the Bidder. In determining the lowest,
responsive and qualified bidder, the Owner shall consider the capability of the Bidder to
perform the contract in a timely and responsible manner. When the contract is awarded
by Owner, such award shall be evidenced by a written Notice of Award, signed by a
Purchasing Agent of the Owner's Purchasing Department or his or her designee and
delivered to the intended awardee or mailed to awardee at the business address shown
in the Bid. It is the intent of the County to award to two firms: 1) curbing and median
and 2) landscape installation.
Local Vendor Preference: The Collier County Board of County Commissioners has
adopted a Local Preference "Right to Match" policy to enhance the opportunities of local
businesses to receive awards of Collier County contracts.
A "local business" is defined as a business that has a valid occupational license issued
by either Collier or Lee County for a minimum of one (1) year prior to a Collier County
bid or proposal submission that authorizes the business to provide the commodities or
services to be purchased, and a physical business address located within the limits of
Collier or Lee Counties from which the vendor operates or performs business. Post
Office Boxes are not verifiable and shall not be used for the purpose of establishing said
physical address. In addition to the foregoing, a vendor shall not be considered a "local
business" unless it contributes to the economic development and well-being of either
Collier or Lee County in a verifiable and measurable way. This may include, but not be
limited to, the retention and expansion of employment opportunities, the support and
increase to either Collier or Lee County's tax base, and residency of employees and
principals of the business within Collier or Lee County. Vendors shall affirm in writing
GC-IB-5
their compliance with the foregoing at the time of submitting their bid or proposal to be
eligible for consideration as a "local business" under this section.
When a qualified and responsive, non-local business submits the lowest price bid, and
the bid submitted by one or more qualified and responsive local businesses is within ten
percent (10%) of the price submitted by the non-local business, then the local business
with the apparent lowest bid offer (i.e. the lowest local bidder) shall have the opportunity
to submit, an offer to match the price(s) offered by the overall lowest, qualified and
responsive bidder. In such instances, staff shall first verify if the lowest non-local bidder
and the lowest local bidder are in fact qualified and responsive bidders. Next, the
Purchasing Department shall determine if the lowest local bidder meets the
requirements of Section 287.087 F.S.
If the lowest local bidder meets the requirements of 287.087, F.S., the Purchasing
Department shall invite the lowest local bidder to submit a matching offer to the
Purchasing Department which shall be submitted within five (5) business days
thereafter. If the lowest local bidder submits an offer that fully matches the lowest bid
from the lowest non-local bidder tendered previously, then award shall be made to the
local bidder. If the lowest local bidder declines or is unable to match the lowest non
local bid price(s), then award will be made to the lowest overall qualified and responsive
bidder. If the lowest local bidder does not meet the requirement of Section 287.087 F.S.
and the lowest non-local bidder does, award will be made to the bidder that meets the
requirements of the reference state law.
Bidder must complete and submit with their bid response the Affidavit for Claiming
Status as a Local Business which is included as part of this solicitation.
Failure on the part of a Bidder to submit this Affidavit with their bid response will
preclude said Bidder from being considered for local preference on this
solicitation. A Bidder who misrepresents the Local Preference status of its firm in a
bid submitted to the County will lose the privilege to claim Local Preference status for a
period of up to one year.
The County may, as it deems necessary, conduct discussions with responsible bidders
determined to be in contention for being selected for award for the purpose of
clarification to assure full understanding of, and responsiveness to solicitation
requirements.
12.3 For Bidders who may wish to receive copies of Bids after the Bid opening, The
Owner reserves the right to recover all costs associated with the printing and distribution
of such copies.
12.4 Certificate of Authority to Conduct Business in the State of Florida (FL Statute 607.1501)
In order to be considered for award, firms submitting a response to this solicitation shall
be required to provide a certificate of authority from the Florida Department of State
Divisions of - Corporations in accordance with the requirements of Florida Statute
607.1501 (www.sunbiz.orq/search.html). A copy of the document shall be submitted
GC-18-6
with the solicitation response and the document number shall be identified. Firms who
do not provide the certificate of authority at the time of response shall be required to
provide same within five (5) days upon notification of selection for award. If the firm
cannot provide the document within the referenced timeframe, the County reserves the
right to award to another firm.
Section 13. Sales Tax
13.1 The Successful Bidder acknowledges and agrees that Owner may utilize a sales
tax savings program and the Successful Bidder agrees to fully comply, at no additional
cost to Owner, with such sales tax savings program implemented by the Owner as set
forth in the Agreement and in accordance with Owner's policies and procedures.
Section 14. Exclusion of County Permits in Bid Prices
14.1 To ensure compliance with Section 218.80, F .S., otherwise known as "The Public
Bid Disclosure Act", Collier County will pay for all Collier County permits and fees
applicable to the Project, including license fees, permit fees, impact fees or inspection
fees applicable to this Work through an internal budget transfer(s). Hence, bidders shall
not include these permiUfee amounts in their bid offer. However, the Successful Bidder
shall retain the responsibility to initiate and complete all necessary and appropriate
actions to obtain the required permits other than payment for the items identified in this
section.
14.2 The Successful Bidder shall be responsible for procuring and paying for all
necessary permits not issued by Collier County pursuant to the prosecution of the work.
Section 15. Use of Subcontractors
15.1 To ensure the Work contemplated by the Contract Documents is performed in a
professional and timely manner, all Subcontractors performing any portion of the work
on this Project shall be "qualified" as defined in Collier County Ordinance 87-25,
meaning a person or entity that has the capability in all respects to perform fully the
Agreement requirements and has the integrity and reliability to assure good faith
performance. A Subcontractor's disqualification from bidding by the Owner, or other
public contracting entity within the past twelve months shall be considered by the Owner
when determining whether the Subcontractors are "qualified."
15.2 The Owner may consider the past performance and capability of a Subcontractor
when evaluating the ability, capacity and skill of the Bidder and its ability to perform the
Agreement within the time required. Owner reserves the right to disqualify a Bidder who
includes Subcontractors in its bid offer which are not "qualified" or who do not meet the
legal requirements applicable to and necessitated by this Agreement.
15.3 The Owner may reject all bids proposing the use of any subcontractors who have
been disqualified from submitting bids to the Owner, disqualified or de-certified for
bidding purposes by any public contracting entity, or who has exhibited an inability to
perform through any other means.
GC-I B-7
15.4 Notwithstanding anything in the Contract Documents to the contrary, the Bidders
shall identify the subcontractor(s) it intends to use for the categories of work as set forth
in the List of Subcontracts attached hereto, said list to be submitted with its bid. Bidders
acknowledge and agree that the subcontractors identified on the list is not a complete
list of the subcontractors to be used on the Project, but rather only the major
subcontractors for each category of Work as established by Owner. Bidders further
acknowledge that once there is an Award of Contract, the Successful Bidder shall
identify, subject to Owner's review and approval, all the subcontractors it intends to use
on the Project. Once approved by Owner, no subcontractor shall be removed or
replaced without Owner's prior written approval.
Section 16. Prohibition of Gifts
No organization or individual shall offer or give, either directly or indirectly, any favor,
gift, loan, fee, service or other item of value to any County employee, as set forth in
Chapter 112, Part III, Florida Statutes, Collier County Ethics Ordinance No. 2004-05,_
and County Administrative Procedure 5311. Violation of this provision may result in one
or more of the following consequences: a. Prohibition by the individual, firm, and/or any
employee of the firm from contact with County staff for a specified period of time; b.
Prohibition by the individual and/or firm from doing business with the County for a
specified period of time, including but not limited to: submitting bids, RFP, and/or
quotes; and, c. immediate termination of anycoritracf heid by the individual and/odirm
for cause.
Section 17. Public Entity Crimes
By its submitting a Bid, Bidder acknowledges and agrees to and represents it is
in compliance with the terms of Section 287.133(2)(a) of the Florida Statutes which read
as follows:
"A person or affiliate who has been placed on the convicted vendor list
following a conviction for a public entity crime may not submit a bid,
proposal, or reply on a contract to provide any goods or services to a
public entity; may not submit a bid, proposal, or reply on a contract with a
public entity for the construction or repair of a public building or public
work; may not submit bids, proposals, or replies on leases of real property
to a public entity'; may not be awarded or perform work as a contractor,
supplier, subcontractor, or consultant under a contract with any public
entity; and may not transact business with any public entity in excess of
the threshold amount provided in s. 287.017 for CATEGORY TWO for a
period of 36 months from the date of being placed on the convicted vendor
Iist."
GC-IB-8
CONSTRUCTION BID
BOARD OF COUNTY COMMISSIONERS
COLLIER COUNTY, FLORIDA
Coronado Parkway and Hunter Blvd. Median, Curbing and Landscape Installation
BID NO. 10-5595
Full Name of Bidder_~~,., ~ \AI\&" L~,J l $C.~l'I\)J Ml ~'(J"'+i'lJnJ I -:t'rVc..
Main Business Address ri,cg '~I Q~CI\' \s tJe.st ~et 11J((J P.:.ol\);~ ~~f'ttJ~r>tti JIl 3.l.\1~S'
Place of Business 13()",,~~ ~1C\"\)01. P/d-IU.J,
Telephone No. ~:~q-qqa'c9.~I~ Fax No. :;A3fiJ-YQg-6&JK
State Contractor's License # (I) II ;c,r- C.(h)^ t-lj # ~ Solo
State of Florida Certificate of Authority Document NumberY8~" 0000 \ 05q'~
Federal Tax Identification Number C:,S-031Sc9t5
To: BOARD OF COUNTY COMMISSIONERS OF COLLIER COUNTY, FLORIDA
(hereinafter called the Owner)
The undersigned, as Bidder declares that the only person or parties interested in this
Bid as principals are those named herein, that this Bid is submitted without collusion
with any other person, firm or corporation; that it has carefully examined the location of
the proposed Work, the proposed form of Agreement and all other Contract Documents
and Bonds, and the Contract Drawings and Specifications.
Bidder proposes, and agrees if this Bid is accepted, Bidder will execute the Agreement
included in the Bidding Documents, to provide all necessary machinery, tools,
apparatus and other means of construction, including utility and transportation services
necessary to do all the Work, and furnish all the materials and equipment specified or
referred to in the Contract Documents in the manner and time herein prescribed and
according to the requirements of the Owner as therein set forth, furnish the Contractor's
Bonds and Insurance specified in the General Conditions of the Contract, and to do all
other things required of the Contractor by the Contract Documents, and that it will take
full payment the sums set forth in the following Bid Schedule:
Unit prices shall be provided in no more than two decimal points, and in the case
where further decimal points are inadvertently provided, rounding to two decimal
points will be conducted by Purchasing staff. .
NOTE: If you choose to bid, please submit an ORIGINAL and ONE COPY of your
bid pages.
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THE
PROSUREGROUP
INC.
January 26, 2011
Board of County Commissioners of Collier County, Florida
Purchasing Department
3327 Tamiami Trail East
Naples, FL 34112-4901
Contractor:
Project:
Bond #:
Amount:
Hannula Landscaping and Irrigation, Inc.
Coronado Parkway and Hunter Blvd. Median, Curbing and Landscape Installation
SSB 410702
$315,959.86
To Whom It May Concern:
We have executed the captioned bond(s) on behalf of Hannula Landscaping and Irrigation, Inc. in favor of
The Board of County Commissioners of Collier County, Florida. Please note that we have not dated the
bond(s) or the Power of Attorney. The copy of the contract we received was not dated and as the bond(s)
guarantee(s) the contract, they should not be dated prior to the contract.
Please accept this letter as authorization to date the enclosed Performance and/or Payment bond(s), as well as
the attached Power of Attorney for the captioned project. Please date these items concurrently with the contract
date.
Please do not hesitate to contact our office should you have any questions in this regard. Thank you.
Sincerely,
RLI Insuran~ompanY
JJ. fJ
David B. Shi k
President
Attorney-In-Fact for Surety
7217 Benjamin Road, Tampa, FL 33634
813.243.1110 PHONE I 813.243.1109 FAX I contractbonds@prosuregroup.com EMAIL
www.prosuregroup.com
~
EXHIBIT A
PUBLIC PAYMENT BOND
Coronado Parkway and Hunter Blvd. Median, Curbing and landscape Installation
Bond No. SSB 410702
Contract No. 10-5595
KNOW ALL MEN BY THESE PRESENTS: That Hannula LandscapinQ and Irrigation, Inc: .
, as Principal,
and RLI Insurance Company , as
Surety, located at 6000 Cattle ridge Drive; Sarasota, FL 34232
(Business Address) are held and firmly bound to Board of County Commissioners of Collier County, Florida
as Obligee in the sum of Three hundred and fifteen thousand, nine hundred and fifty-nine dollars and eighty-six cents
($ 315,959.86 ) for the payment whereof we bind ourselves, our heirs, executors,
personal representatives, successors and assigns, jointly and severally.
WHEREAS, Principal has entered into a contract dated as of the _ day of
2010, with Obligee for Coronado Parkway and Hunter Blvd. Median, Curbing and Landscape Installation
in Collier County, FL accordance with drawings and specifications, which
contract is incorporated by reference and made a part hereof, and is referred to herein
as. the Contract.. .... .. . _ .. . _. .... . ....
THE CONDITION OF THIS BOND is that if Principal:
Promptly makes payment to all claimants as defined in Section 255.05(1), Florida
Statutes, supplying Principal with labor, materials or supplies, used directly or indirectly
by Principal in the prosecution of the work provided for in the Contract, then this bond is
void; otherwise it remains in full force.
Any changes in or under the Contract and compliance or noncompliance with any
formalities connected with the Contract or the changes do not affect Sureties obligation
under this Bond.
The provisions of this bond are subject to the time limitations of Section 255.05(2). In
no event will the Surety be liable in the aggregate to claimants for more than the penal
sum of this Payment Bond, regardless of the number of suits that may be filed by
claimants.
IN WITNESS WHEREOF, the above parties have executed this instrument this _
day of 2010, the name of each party being affixed and ttlese presents
duly signed by its under-signed representative, pursuant to authority of its governing
body.
GC-CA-A-1
\ '
Signed, sealed and delivered
in the presence of:
~;I(~ -
r--
~lo~tu~
.7 Itnesses a 'J5rincipal
PRINCIPAL
Hannula Landscaping and Irrigation, Inc.
BY:
NAME:
ITS:
O~~
~~k 1='. l:\chlAlI41"
i>lt~~.l..J\ .
STATE OF -.:B0YiJa.
COUNTY OF W~
The foregoing instru ent was ac nowledged before me this ~(~ day of JxnUo.:t"Lf_
20lL, by () I as _P,5'd-el\+ of
. ( . ile:., a AnrldA corporati9n, on behalf of the
corporation. e e is perso lIy known to ml=! OR has produced as
identification and did [did not) take an oat~.. . .. .... ..___ ~~.n-.
My Commission Expires: _~
(Sig ture of Notary)
b\ro. D. Carter
(Legibly Printed)
"~.~...... Nolary Public Slate of Florida
. *' '1" Gina 0 Carter
;. c ; My Commisslon0D775416
.. ;I EllpilSll04/2212012
"f'I
""
(AFFIX OFFICIAL SEAL)
NAME:
Notary Public, state of 'TLA
Commission No.: '{:)D115416
ATTEST:
SURETY: RLllnsurance Company
(See Next Page)
(Printed Name)
(See Next Page)
(See Next Page)
(Business Address
(See Next Page)
(Authorized Signature)
(See Next Page)
Witnesses to Surety
(See Next Page)
(Printed Name)
GC-CA-A-2
~/~
Steven Schumacher, As-to-Surety
cA~
Witnesses Stacie Harper, As-to-Surety
OR
'"
kp ~, {J-
As Attorney in Fact I Florida Resident Agent
(Attach Power of Attorney)
David B. Shick
(Printed Name)
clo The ProSure Group, Inc.
7217 Benjamin Road
Tampa, FL 33634
(Business Address)
813-243-1110
(Telephone Number)
STATE OF Florida
COUNTY OF Hillsbor6Ligh
The foregoing instrument was ackn.owledged before me this 26th day of
January ,2011 I by David B. Shick . I as
Attornev-in-FactlFL. Resident Agent . of RLllnsurance Company
Surety, on behalf of Surety. He/She is personally known to me OR has produced
NIA -- as identification and who did (did not)
take an oath.
My Commission Expires: May 30, 2011
~~~~ [f)P,lIl-
(Signature)
(AFFIX OFFICIAL SEAL)
Name: Samantha B. Dent
(Legibly Pr'inted)
Notary Public, State of: Florida
Commission No.: DO 679736
"'~~~';""" SAMANTHA B. DENT
l!" ~~ Commission DD 679736
= .;: Expires May 30, 2011
, Bonded lhru Troy Fain Inswanco 800-385-7019
GC-CA-A-3
EXHIBIT A
PUBUC PERFORMANCE BOND
Coronado Parkway and Hunter Blvd. Median, Curbing and Landscape Installation
Bond No. SSB 410701
Contract No. 10-5595
KNOW ALL MEN BY THESE PRESENTS: That Hannula Landscaping and Irrigation, Inc.
, as Principal, and RLllnsurance Company
, as Surety, located at
6000 Cattleridge Drive; Sarasota, FL 34232
(Business Address) are held and firmly bound to
Board of County Commissioners of Collier County, Florida , as Obligee in the sum of
Three hundred and fifteen thousand, nine hundred and fifty-nine dollars and eighty-six cents
($ 315.959.86 ) for the payment whereof we bond ourselves, our heirs, executors,
personal representatives, successors and assigns, jointly and severally.
WHEREAS, Principal has entered into a contract dated as of the
, 2010, with Obligee.
Coronado Parkway and Hunter Blvd. Median, .curbing.and.LandscapeJnstaJlation
in accordance with drawings and specifications, which contract is incorporated by
reference and made a part hereof, and is referred to herein as the Contract.
day of
for
THE CONDITION OF THIS BOND is that if Principal:
1. Performs the Contract at the times and in the manner prescribed in the Contract;
and
2. Pays Obligee any and all losses, damages, costs and attorneys' fees that
Obligee sustains because of any default by Principal under the Contract, including, but
not limited to, all delay damages, whether liquidated or actual, incurred by Obligee; and
3. Performs the guarantee of all work and materials furnished under the Contract for
the time specified in the Contract, then this bond is void; otherwise it remains in full
force. Any changes in or under the Contract and compliance or noncompliance with
any formalities connected with the Contract or the changes do not affect Sureties
obligation under this Bond.
The Surety, for value received, hereby stipulates and agrees that no changes,
extensions of time, alterations or additions to the terms of the Contract or other work to
be performed hereunder, or the specifications referred to therein shall in anywise affect
its obligations under this bond, and it does hereby waive notice of any such changes,
extensions of time, alterations or additions to the terms of the Contract or to work or to
the specifications.
GC-CA-A-4
This instrument shall be construed in all respects as a common law bond. It is
expressly understood that the time provisions and statute of limitations under Section
255.05, Florida Statutes, shall not apply to this bond.
In no event will the Surety be liable in the aggregate to Obligee for more than the penal
sum' of this Performance Bond regardless of th~ number of suits that may be filed by
Obligee.
IN WITNESS WHEREOF, the above parties have executed this instrument this_
day of I 2010, the name of each party being affixed and these
presents duly signed by its undersigned representative, pursuant to authority of its
governing body.
PRINCIPAL
Hannula Landscaping and Irrigation, Inc.
y(J.J~
'"D~k. tr. ~A)tV\Alr",-
r R~ $j .leNt" .
NAME:
ITS:
STATE OF 'f10fi~
COUNTY OF ~e.
The foregoing instrument was acknowledged before me this ~l ~,- day
.' 201', by ifA ,
~ cl ~ ~ ~
corporation, on behalf
personally known to me OR has produced
as identification and did (did no~ake an oath.
~U~1iA
(s~re)
Name: €Jtf\CtD. Carter
(Legibly Printed)
Notary Public, State of: Fla
Commission No.: .DD" sy I ~
My Commi 0 i
iJ Notary PublicStateofFlorida
I. Ginl!l 0 Carter
. · MycommisliOn00775416
~ c.. ~ Expires04/2212012
......Off\;"_~A
v""""""-
(AFFIX OFFICIAL SEAL)
GC-CA-A-5
.
.
ATTEST:
SURETY: RLllnsurance Company
(See Below)
(Printed Name)
(See Below)
~~
Steven Schumacher, As-to-Surety
- ,~;p~..__.. -.-
OR
(Business Address)
(See Below)
(Authorized Signature)
(See Below)
(Printed Name2
~
/)
~. r-'
(See Below)
Witnesses as to Surety
As Attorney in Fact I Florida Resident Agent
(Attach Power of Attorney)
I
. I
Witnesses Stacie Harper, As-to-Surety
. u'DavlifB.- sli'ick
(Printed Name)
clo The ProSure Group, Inc.
7217 Benjamin Road
Tampa, FL 3363<1-
(Business Address)
813-243-1110
(Telephone Number)
STATE OF Florida
COUNTY OF HillsborouQh'
The foregoing instrument was acknowledged before me this 26th day of
January ,2011 I by David B. Shick
of RLllnsurance Company , a
behalf of Surety. He/She is personally known to me
N/A - as identification nd who did
My Commission Expires: May 30, 2011
, as Attorney-in-FacUFL. Resident Agent
Surety, on
OR has produced
did not) take an oath.
.{)evJ-
(AFFIX OFFICIAL SEAL)
Name: Samantha B. Dent
(Legibly Printed)
Notary Public, State of: Florida
Commission No.: DD 679736
GC-CA-A-6
, SAMANTHA B. DENT
'\ Commission DO 679736
Expires May 30, 2011
Bonde<l ThNTIOY Fain Insuraroce 800-38&-7019.
I'. .'
RLI@
RLI Surety
P,O. Box 3967 I Peoria, IL 61612-3967
Phone: (800)645-2402 I Fax: (309)689-2036
www.rlicorp.com
POWER OF ATTORNEY
RLI Insurance Company
Know All Men by These Presents:
That this Power of Attorney is not valid or in effect unless attached to the bond which it authorizes executed, but may be detached by the
approving officer if desired.
That RLI Insurance Company, an illinois corporation, does hereby make, constitute and appoint:
David B. Shick
in the City of Tampa , State of Florida its true and lawful Agent and Attorney in Fact, with full
power and authority hereby conferred, to sign, execute, acknowledge and deliver for and on its behalf as Surety, the following described
bond.
Any and all bonds, undertakings, and recognizances in an amount not to exceed Ten Million Dollars ($10,000,000) for
any single obligation.
The acknowledgment and execution of such bond by the said Attorney in Fact shall be as binding upon this Company as if such bond had been
executed and acknowledged by the regularly elected officers of this Company.
The RLI Insurance Company further certifies that the following is a true and exact copy of the Resolution adopted by the Board of Directors
ofRLI Insurance Company, and now in force to-wit:
"All bonds, policies, undertakings, Powers of Attorney or other obligations of the corporation shall be executed in the corporate name of
the Company by the President, Secretary, any Assistant Secretary, Treasurer, or any Vice President, or by such other officers as the
Board of Directors may authorize. The President, any Vice President, Secretary, any Assistant Secretary, or the Treasurer may appoint
Attorneys in Fact or Agents who shall have authority to issue bonds, policies or undertakings in the name of the Company. The
corporate seal is not necessary for the validity of any bonds, policies, undertakings, Powers of Attorney or other obligations of the
corporation. The signature of any such officer and the corporate seal may be printed by facsimile."
IN WIlNESS WHEREOF, the RLI Insurance Company has caused these presents to be executed by its Vice President with its
corporate seal affixed this 1st day of December 2010
County of Peoria
} SS
\,\,'II1UI""
~,,'\'~CE 0."""'-
~~'?>~ ....... o-t,i":.
$~~ .... ..... ~\
s...,:" GO"PO~1~ '.~~
:;a: : -e- '" ~ ~=
~ ~ SEAL l ~
"S. s. .t i
~ .... ..-.f'
~ ........ ~~
"",f l. L I NO' ~\\\,\
""'''111111'\\\
RLI Insurance Company
State of Illinois
Vice President
On this 1st day of December 2010, before me, a Notary
Public, personally appeared Rov C. Die , who being by me duly sworn,
acknowledged that he signed the above Power of Attorney as the aforesaid
officer of the RLI Insurance Company and acknowledged said instrument to be
the voluntary act and deed of said corporation.
CERTIFICATE
By. Ch~L~/IIJ~
I, the undersigned officer of RLI Insurance Company, a stock
corporation of the State of Illinois, do hereby certify that the attached
Power of Attorney is in full force and effect and is irrevocable; and
furthermore, that the Resolution of the Company as set forth in the
Power of Attorney, is now in force. In testimony whereof, I have
hereunto set my hand and the seal of the RLI Insurance Company
this _ day of
Notary Public
RLI Insurance Company
l)hU~ .OFFICIAL SEAL"
~ = F CHERIE L. MONTGOMERY
STATECF
llJNllS COMMISSION EXPIRES 02102112
Vice President
0948311030110
A0059207
EXHIBIT B
INSURANCE REQUIREMENTS
The Vendor shall at its own expense, carry and maintain insurance coverage from responsible companies duly
authorized to do business in the State of Florida as set forth in EXHIBIT B of this solicitation. The Vendor shall
procure and maintain property insurance upon the entire project, if required, to the full insurable value of the
scope of work.
The County and the Vendor waive against each other and the County's separate Vendors, Contractors, Design
Consultant, Subcontractors, agents and employees of each and all of them, all damages covered by property
insurance provided herein, except such rights as they may have to the proceeds of such insurance. The
Vendor and County shall, where appropriate, require similar waivers of subrogation from the County's separate
Vendors, Design Consultants and Subcontractors and shall require each of them to include similar waivers in
their contracts.
Collier County shall be responsible for purchasing and maintaining its own liability insurance.
Certificates issued as a result of the award of this solicitation must identify "For any and all work performed on
behalf of Collier County."
The General Liability Policy provided by Vendor to meet the requirements of this solicitation shall name Collier
Coun1y,Fl6rld~i: asan-idditlonarlnsurscfas to the operations of Vendor under' this solicitation arid shail contain'- .-
a severability of interests provisions.
The Certificate Holder shall be named as Collier County Board of County Commissioners, OR, Board of
County Commissioners in Collier County, OR Collier County Government, OR Collier County.
The amounts and types of insurance coverage shall conform to the minimum requirements set forth in
EXHIBIT B with the use of Insurance Services Office (ISO) forms and endorsements or their equivalents. If
Vendor has any self-insured retentions or deductibles under any of the below listed minimum required
coverage, Vendor must identify on the Certificate of Insurance the nature and amount of such self- insured
retentions or deductibles and provide satisfactory evidence of financial responsibility for such obligations. All
self-insured retentions or deductibles will be Vendor's sole responsibility.
Coverage.lli} shall be maintained without interruption from the date of commencement of the Work until the
date of completion and acceptance of the scope of work by the County or as specified in this solicitation~
whichever is longer.
The Vendor and/or its insurance carrier shall provide thirty (30) days written notice to the County of policy
cancellation or non-renewal on the part of the insurance carrier or the Vendor. The Vendor shall also notify the
County, in a like manner, within twenty-four (24) hours after receipt, of any notices of expiration, cancellation,
non-renewal or material change in coverage or limits received by Vendor from its insurer and nothing
contained herein shall relieve Vendor of this requirement to provide notice. In the event of a reduction in the
aggregate limit of any policy to be provided by Vendor hereunder, Vendor shall immediately take steps to have
the aggregate limit reinstated to the full extent permitted under such policy.
Should at any time the Vendor not maintain the insurance coverage.lli} required herein, the County may
terminate the Agreement or at its sole discretion shall be authorized to purchase such coverage~ and charge
the Vendor for such coverage.lli} purchased. If Vendor fails to reimburse the County for such costs within thirty
(30) days after demand, the County has the right to offset these costs from any amount due Vendor under this
GC-CA-C-1
Agreement or any other agreement between the County and Vendor. The County shall be under no obligation
to purchase such insurance, nor shall it be responsible for the coverageOO purchased or the insurance
company or companies used. The decision of the County to purchase such insurance coverageOO shall in no
way be construed to be a waiver of any of its rights under the Contract Documents.
If the initial or any subsequently issued Certificate of Insurance expires prior to the completion of the scope of
work, the Vendor shall furnish to the County renewal or replacement Certificate(s) of Insurance not later than
ten (10) calendar days after the expiration date on the certificate. Failure of the Vendor to provide the County
with such renewal certificate(s) shall be considered justification for the County to terminate any and all
contracts.
GC-CA-C-2
\II l'
Florida Department of Transportation
CHARLIE CRIST
GOVERNOR
605 Suwannee Street
Tallahassee, FL 32399-0450
STEPHANffi C. KOPELOUSOS
SECRETARY
November 5, 2.008
Mr. Dale F. Hannula
Hannula Landscaping And Irrigation, Inc.
28131 Quails Nest Lane
Bonita Springs, Florida 34135
RE: DSE AFFIRMATIVE ACTION PLAN APPROVAL
Dear Mr. Hannula:
The Disadvantaged Business Enterprise' Affirmative Action Plan sl,Jbmitted by:
Hannula Landscapin'g And Irrigation, Inc. .
has been approved for a period of three years. Please update and submit a new
plan before the expiration date shown below. If you do not-plan to wOIKonany -. -
Florida Department of Transportation projects, it will not be necessary for you to
submit a new plan.
If you need any additional information, please contact me at (850) 414-4750.
/cIg
AFFIRMATIVE ACTION PLAN EXPIRATION: November 5, 2011
This plan is one of the rec:suirements to bid on contracts for the Florida,
Department of Transportation. This is n'ot approval for Unified Certification
Program Disadvantaged Business Entemrise (UCPIDBE) Certification. For
additibna/ information in becomintl a DBiE contact the certification Section
at'(850) 414-4747.
WWW.dot.state.fl.us
* AECYQEIJ PAPER
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Florida Department of Transportation
. CHARLIE CRIST
GOVERNOR
605 Suwannee Street
Tallahassee, FL 32399-0450
STEPHANIE C. KOPELOUSOS
SECRETARY
April 27, 2010
HANNULA LANDSCAPING AND IRRIGATION, INC.
28131 QUAILS NEST LANE
BONITA SPRINGS FL 4135
RE: CERTIFICATE OF QUALIFICATION
Dear Sir/Madam:
The Department of Transportation has qualified your company for the amount and
the type of work indicated below. Unless your company is notified otherwise, this
rating will expire 6/30/2011. However, the new application is due 4/30/2011.
In accordance with S.337 .14 (1) ._F.~. _:y:ou~ next. ap!,licatio~ m~st be filed within
(4) months of the ending date of the applicant's audited annual financial
statements and, if applicable, the audited interim financial statements. Section
337.14 (4) F.S. provides that your certificate will be valid for 18 months after
your financial statement date. This gives a two month period to allow you to bid
on jobs as we process your new application for qualification. To remain qualified
with the Department, a new application must be submitted subsequent to any
significant change in the financial position or the structure of your firm as
described in Section 14-22.005(3), Florida Administrative Code.
MAXIMUM CAPACITY RATING: $13,400,000.00
FDOT APPROVED WORK CLASSES:
GRASSING, SEEDING AND SODDING, LANDSCAPING
FDOT APPROVED SPECIALITY CLASSES OF WORK:
IRRIGATION
Please be ad!.7ised the Department of Transportation .h3.s considered your. company's
qualification in all \'lork classes requested', We have evaluated your company's
organization, management, work experienoe, work performance and adequacy of
equipment as directed by section 14-22.003, Florida Administrative Code. Based
on this evaluation, the Department is not able, at this time, to prequalify your
company for the work classes: FENCING, GRADING.
\^I\^/\M rI nt. Rt.Rt.F! fl II R
@9 RECYQED PAPER
HANNULA LANDSCAPING AND IRRIGATION, INC.
April 27, 2010
Page two
You may apply, in writing, for a Revised Certificate of Qualification at any time
prior to the expiration date of this certificate according to Section
14-22.0041(3), Florida Administrative Code. Please be advised if certification
in additional classes of work is desired, documentation is needed to show that
your company has done such work with your own forces and equipment or that
experience was gained with another contractor and that you have the necessary
equipment for each additional class of work requested.
Sincerely,
~~~.
Juanita Moore, Manager
Contracts Administration Office
JM:cj
STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION
CONSTRUCTION CONTRACTORS
BID OPPORTUNITY LIST
275-030-10
EQUAL OPPORTUNI1Y OFFICE
02108
Please complete and mail or fax to:
Equal Opportunity Office
605 Suwannee St., MS 65
Tallahassee, FL 32399-0450
TELEPHONE: (850) 414-4747
FAX: (850) 414-4879
This information may also be included in your bid or proposal package.
Prime Contractor/Consultant: Hannula Landscapina And Irriaation. Inc. FederallD # 65-0375795
Address/Telephone Number: 28131 Quails Nest Lane Bonita Sprinas. Florida 34135 (239) 992-2210
Bid/Proposal Number: ITB #2-09-10 SR739/Evans Avenue Landscapina From Hanson St. To Dr. Martin Luther Kim::! Jr.
Blvd. .
Quote Submitted MMIYR: MaV.2010
49 CFR Part 26.11 requires the Florida Department of Transportation to develop and maintain a "bid opportunity list." The
list is intended to be a listing of all firms that are participating, or attempting to participate, on DOT-assisted contracts. The
list must include all firms that bid on prime contracts, or bid or quote subcontracts'and materials supplies on DOT-assisted.
projects, including both DBEs and non-DBEs. For consulting companies this list must include all subconsultants
contacting you and expressing an Interest in teaming with you on a specific DOT assisted project. Prime contractors and
consultants must provide information for Nos.1, 2, 3 and 4 and should provide any information they have available on
'umbers 5, 6, 7, and 8 for themselves, and their subcontractors and subconsultants.
1. Federal Tax 10 Number:
2. Firm Name: Gulf Coast Underaround
3. Phone: 239-274-9504
4. Address: 3093 Hunter Street
Ft. Mvers. Florida 33916
6. 0 DBE 8. Annual Gross Receipts
0 Non-DBE 0 Less than $1 million
0 Between $1 - $5 million
0 Between $5 - $10 million
7. IZl Subcontractor 0 Between $10 - $15 million
o Subconsultant 0 More than $15 million
5. Year Firm Established:
1. Federal Tax ID Number:
2. Firm Name: CABCO. Corp.
3. Phone: 239-334-4427
4. Address: P.O. Box 60531
Ft. Mvers. Florida 33901
6. D DBE 8. Annual Gross Receipts
0 Non-DBE 0 Less than $1 million
0 Between $1 - $5 million
0 Between $5 - $10 million
7. IZl Subcontractor 0 Between $10 - $15 million
o Subconsultant 0 More than $15 million
5. Year Firm Established:
1. Federal Tax ID Number: 6. o DBE 8. Annual Gross Receipts
2. Firm Name: Florida Power & Liaht o Non-DBE 0 Less than $1 million
3. Phone: 239-332-9154 0 Between $1 - $5 million
4. Address: General Mail Facilitv 0 Between $5 - $10 million
Miami. Florida 33188-0001 7. IZl Subcontractor 0 Between $10 - $15 million
o Subconsultant 0 More than $15 million
5. Year Firm Established:
STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION
CONSTRUCTION CONTRACTORS
BID OPPORTUNITY LIST
275-030-10
EQUAL OPPORTUNI1Y OFFICE
02/06
,. Federal Tax ID Number:
2. Firm Name: AFC Electric
3. Phone: 239-498-3131
4. Address: 10550 Abernathv Street
Bonita Springs. Florida 34135
5. Year Firm Established:
6. D DBE
D Non-DBE
7. IZl Subcontractor
D Subconsultant
8. Annual Gross Receipts
o Less than $1 million
o Between $1 - $5 million
o Between $5 - $10 million
o Between $10 - $15 million
o More than $15 million
1. Federal Tax ID Number: 6. 0 DBE 8. Annual Gross Receipts
2. Firm Name: ABT. Inc. 0 Non-DBE 0 Less than $1 million
3. Phone: 239-693-9900 0 Between $1 - $5 million
4. Address: 6560 Panqola Dr. 0 Between $5 - $10 million
Ft. Mvers. Florida 33905 7. IZl Subcontractor 0 Between $10 - $15 million
o Subconsultant 0 More than $15 million
5. Year Firm Established:
..- T' 'hFederalTaxlD NurflMf":65-0375795
2. Firm Name: Hannula Landscapinq &Irri
3. Phone: 239-992-2210
4. Address: 28131 Quails Nest Lane
Bonita Sprinqs. Florida 34135
5. Year Firm Established: 1992
6: [l-oBE......
~ Non-DBE
7. 0 Subcontractor
o Subconsultant
-. --. '8~h' - Annual.Gross Receipts. -- -. n' -
o Less than $1 million
o Between $1 - $5 million
IZI Between $5 - $10 million
o Between $10 - $15 million
o More than $15 million
1. Federal Tax JD Number:
2. Firm Name:
3. Phone:
4. Address:
5. Year Firm Established:
1. Federal Tax ID Number:
2. Firm Name:
3. Phone:
4. Address:
5. Year Firm Established:
6. 0 DBE
D Non-DBE
7. 0 Subcontractor
o Subconsultant
6. 0 DBE
o Non-DBE
7. 0 Subcontractor
o Subconsultant
8. Annual Gross Receipts
o Less than $1 million
o Between $1 - $5 million
o Between $5 - $10 million
o Between $10 - $15 million
o More than $15 million
8. Annual Gross Receipts
o Less than $1 million
o Between $1 - $5 million
o Between $5 - $10 million
o Between $10 - $15 million
o More than $15 million
. :
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STATe 01' FLORIDA DEPARTh1CNT OF lRANSPORTATION
NOTJF;tGiAW.ION TO FDOT OF EED'QFFICER
.. *~1il;;stgP.fe~'i~tr~lI8.i3Yt0;
~... '~$.i~i@~;attii(<< .
27~21-13
EQUAL OPPORTUNITY
01107
.
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Florida Department of Transportation
CHARLm CRIST
GOVERNOR
605 Suwannee Street
Tallahassee, FL 32399-0450
STEPHANIE C. KOPELOUSOS
SECRETARY
November 5, 2008
Mr. Dale F. Hannula
Hannula Landscaping And Irrigation, Inc.
28131 Quails Nest Lane
Bonita Springs, Florida 34135
RE: EEO AFFIRMATIVE ACTION PLAN APPROVAL
Oea'r Mr. Hannula:
. .
Th~ Equal Employment Opportunity Affirmative A,ction Plan submitted by:
Hannula Landscaping And Irrigation, Inc.
has been approved. Please update any changes to your plan as they occur. It
will not be necessary for you to submit a new plan unless there has been a
change in the desig':1ation of your EEO Officer.
If you need any additional information, please call Carol Greene at (850) 414-
4750 . .
~:;~~
Administrative' Assistant
Equal Opportunity Office
Icg
Attachment( s)
www.dot.stats.fl.us
* RECYCLED PAPER
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THE CONTRACTOR CERTIFIES THE FOLLOWING STATEMENTS:
Non-Collusion Provision
The undersigned hereby certifies, to the best of his or her knowledge and belief, that
on behalf of the person, firm, association, or corporation submitting the bid certifYing that such person, finn,
association, or corporation has not, either directly or indirectly, entered into any agreement, participated in any
collusion, or otherwise taken any action, in restraint of free competitive bidding in connection with the submitted
bid. Failure to submit the executed statement as part of the bidding documents will make the bid nonresponsive and
not eligible for .awar.d consideration.
Lobbving Certification
"The undersigned hereby certifies, to the best of his or her knowledge and belief, that:
(a) No Federal appropriated funds have been paid or will be paid, by or on behalf of the undersigned, to any person
for influencing or attempting to influence either directly or indirectly an officer or employee of any state or federal
agency, a Member of Congress, an officer 01' employee of Congress, or an employee of a Member of Congress in
connection with the awarding of any Federal Contract, the making of any Federal grant, the making of any Federal
loan, the entering into of any cooperative agreement, and the extension, continuation, renewal, amendment, or
modification of any Federal contract, grant, loan, or cooperative
agreement. .
(b) If any funds other than Federal appropriated funds have been paid or will be 'paid to any person for influencing or
attempting to influence an officer or employee of any :agency, a member of ~ongress, an officer or employee,of,
Congress, or an employee of a member of Congress in connection with this Federal contract, grant loan, or
cooperative agreement, the undersigned shall complete and submit Standard Form-L "Disclosure Form to Report
Lobbying", in accordance with its instructions. ',~
(c) The undersigned shall require that the language' ofthis certification be included in the award documents for aU
sub awards at all tiers (including subcontracts, sub grants, and contracts under grants, loans, and cooperative
agreements) and that all subrecipients shall certify and disclose accordingly. This certification is amaterial
representation oifact upon which reliance was placed when this transaction was made or entered into. Submission
of this certification is a prerequisite for making or entering into this transaction imposed by section 1352, title 31,
US Code. Any persons who fails to file the required certification shall be subject to a civil penalty of not less than
$10,~OO and not more than $100,000 for each failure."
Revised 01/29/2010
H-24
Suspension and Debarment
"The Bidder certifies that, neither the firm nor any person associated therewith in the capacity of owner, partner,
director, officer, principal, investigator, project director, manager, auditor, and/or position involving the
administration offederal funds:
(a) is presently debarred, suspended, proposed. for debarment, declared ineligible, or voluntarily excluded from
cQvered transactions, as defined in 49 CFRs29.110(a), by any federal department or agency;
(b) has within a three-year period preceding this celiification been convicted of or had a civil judgment rendered
against it for: commission of fraud or a criminal offense in connection with obtaining, attempting to obtain, or
performing a federal, state, or local government transaction or public contract; violation of federal or state antitrust
statutes; or commission of embezzlement, theft, forgery, bribery, falsification or destruction of records, making false
statements, or receiving stolen property; . .
( c) is presently indicted for or othelwise criminany or civilly charged by a federal, state, or local
governmental entity with commission of any of the offenses enumerated in paragraph 9(b) of this
celiification; and '
(d) has within a three-year period preceding this certification had one or more federal, state, or local government
public transactions terminated for cause or default. .
The Bidder certifies that it shan not knowingly enter into any transaction with any subcontractor, material supplier,
or vendor who is debarred, suspended, declared ineligible, or voluntarily excluded from participation in this project
by deral age y unless aut orized by the Florida Department of Transportation."
Signa
""b~ Ie. F l-LVJ 1\1 wI /.t
Printed Name
l-\~ l\.hJ w\" ll\l\Ilsc."f .~jl/J pwl ~~If,'h\))tJ, -::{JIJ r. .
Finn Name
Revised 01/29/2010
H-25
STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION
CERTIFICATION OF NON SEGREGATION &
NON DISCRIMINATION
276-030-13
EQUAL OPPORTUNrTY OFFICE
07/09
a.Prlme Contractor's Name
ff(lj N in'} ~ L- ~ IN ~C^" J I#v 41 fWV ;:kvc.
7.Com an Name of Contractor, Su Iier, Rental om an or A enc
~ ~ L~~~c ~
SECTION 2: CERTIFICATION STATEMENTS
CERTIFICATION OF CERTIFICATION OF
NONSEGREGATED FACILITIES NON DISCRIMINATION
As a federally assisted construction contractor, As a contractor, sub recipient or subcontractor on a
hereby certify: the following for t his company: Federally funded contract, this company certifies that it
shall not discriminate on the basis of race, color, national
A. This company does not maintain or pl:ovide origin, or sex in the performance of such contracts.
any segregated facilities for employees at
any of our establishments and we do not The contractor shall carry out applicable requirements of
permit our employees to perform their 49 CFR Part 26 in the award and administration of DOT
services at any location, under our control, assisted contracts. The company agrees that a failure to
where segregated facilities are maintained. carry out these requirements' is a material breach of
B A' t th t ' b h f thO rt'f' t' contract, which may result in the contract's termination or
. greemen a a reac 0 IS ce I Ica Ion h h h o. d ."
. . I t' f th I rt't I sue ot er remedy as t e reCipIent eerns appropriate.
IS a VIO a Ion 0_, ,e equa. .0Ppo. Un! y cause .' .
in this contract. .-, - .... Each subcontract; rental' agreement and or material
supplier agreement this company subsequently enters
into for this contact will require this same Certification.
It is the policy of this company to assure that applicants
are employed, and that employees are treated during
employment, without regard to their race, religion, 'sex,
color, national origin, age or disability. Actions include:
employment, upgrading, demotion, or transfer;
recruitment qr recruitment advertising; layoff or
termination; rates of pay and other forms of
compensation; and selection for training, including
apprenticeship, pre apprenticeship, and/or on-the-job
training.
This certification extends to the project Identified above
and affirms our commitment to insure nondiscrimination
and to take affirmative action to assure equal
opportunity as set forth under laws, executive orders,
rules, regulations (28 CFR 35,29 CFR 1630 and 41 CFR
60) and orders of the Secretary of labor as modified by
the provisions of FHWA-1273.
Compliance with Title VI of the Civil Rights Act and the
provisions of the American Disabilities Act of 1990 are
incor orated in this certification.
orate Official si nln Certification 10. Job Title of erson named in Box 9
PaesiJr.v+
C. We will' obtain . and retain identical
certifications from proposed subcontractors
prior to the award of subcontracts exceeding
$10,000 which are not exempt from the
provisions of,the equal opportunity clause.
As used in this certification, the terms "segregated
facilities" means any waiting rooms, work areas,
restrooms and washrooms, restaurants and
fountains, recreation or entertainment area,
transportation, and housing facilities provided for
employees which are segregated by explicit
directives or are in fact segregated on the basis of
race, color, religion or national origin because of
h~bit, local custom, or any other reason.
of F'.\-. '}Yt , I
this certification
8. FEID No of Co. in Box 7
5".O~ 75 7q
12. Date of Si nature
fJ1 )17 a. tJ J tJ
H-35
276-030-13
eQUAL OPPORTUNllY OFFICE
07/09
Certification of Non Segregation & Non [?iscrimination
Instructions for Comp,Ieting Form
This form is provided to contractors on federally assisted road and bridge construction projects to affirm their commitment
to nondiscrimination and non segregated facilities during the term of a contract. .
Box 1: Fin. Proj No. - The Financial Project Number
Box 2: FAP No., - The Federal Aid Project Number assigned to federally funded projects or 'non"FAP'
Box 3: FOOT LAP Contract No. - The project's Local Area Project ('LAP') number
Box 4: County - County or counties project work is being performed in
Box 5: District or Local Agency - The Department's District Number Designation where the project is located DistrIcts
are 1-7, and the Turnpike District or the name 'of the city, county or entity administering the contract
Box 6: Prime Contractor Name - The name of the prime contractor.
Box 7: Company Name of Contractor, Supplier: Rental Company or Agency Submitting this certification - name of
company submittfng the certification
Box B: FEID No. - Federal Identification Number of company named in Box 7
Box 9: Name {first, last (of corporate official signing certification. - First name, last name
Box 10: Job Title of person named in Box 9 - job title
Box 11: Signature of Certifying Official - signature of person named in Box 9
Box 12: Date of signature - Month/day/year of signature
H-36
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CONTRACTOR'S EXPERIENCE, REFERENCES
AND COMMUNICATION EQUIPMENT
LANDSCAPING & IRRIGATION INSTALLATION PROJECTS
CONTRACTOR'S (5) YEARS EXPERIENCE AS A LANDSCAPE, IRRIGATION,
AND MAINTENANCE CONTRACTOR,
1. Evidence Of (5) Years Experience In Specific Area Of Expertise For which
Services Are Provided,
The Following projects specifically include landscape installation, irrigation system
installation, irrigation system with drip tube emitters, pump station installation,
well drilling, sign fabrication and installation, fencing, hardscapes, landscape
maintenance, directional boring, maintenance of traffic, installing landscape
materials with cranes, electrical service, irrigation system maintenance, turf grass
maintenance, site maintenance, irrigation Motorola control equipment installation
and maintenance, and mitigation restoration.
Collier County ATM Dept.
2885 S. Horseshoe Drive
Naples, Florida 34104
Mr, Bob Petersen
239-252-5871
Services Provided: Prime Contractor: Landscaping and Irrigation Installation,
Landscape and Irrigation Maintenance, Maintenance Of Traffic, Irrigation System
Maintenance, Site Maintenance, Site Worl{ (Demolition And Grading) Turf Grass
Installation And Maintenance, Mitigation Restoration, Motorola Irrigation Control
Equipment Services, Sub Contracted: Directional Boring'And Electrical Services.
Name of Project Account Contract Start /
Amount Complete
1. Golden Gate Parl{Way $1,317,845.00 2007-2008
Grade Separated Overpass
Naples, Florida
Two Miles Roadway Medians
Owner / Contact
CBL & Assoc.
Chattanooga Tennessee
Mr. Brian Stoker
423-855-1550
Services Provided: Sub Contractor to General Contractor: Landscaping and
Irrigation Installation, Directional Boring, Signage Installation, Fencing, Site Worl{,
Hardscapes, Mairitenance of Traffic, Irrigation System, Landscaping, Turf Grass,
and Irrigation System Maintenance During Construction, And Until Two Year
Final Acceptance, Mitigation Restoration. Rainbird MDC 2- Wire Central Control
System.
2. Gulf Coast Town Center $3,607,900.002005-2007
Estero Florida
15 Acre Shopping Center
3. U,S 41 Corl{Screw Road $1,685,291.002007-2008
To Northern City Limits
Of Bonita Spririgs
Bonita Springs
Three Plus Miles Roadway Medians
Lee County DOT
Operations
5560 Zip Drive
Ft. Myers, Florida 33905
Bob DeBrock
239-533-9425
Services Provided: Prime Contractor: Landscaping al1dIrri~ation Installation,
Landscape And Irrigation Maintenance, Mairitcllance Of Traffic, Irrigation System
Maintenance, Site Maintenance, Irrigation System With Drip Tubing and Emitters,
Site Work, Turf Grass Installation and Maintenance, Hunter ACC With Telephone
Module Central Control, Subcontracted Directional Boring And Electrical Services.
4, S.W, FL. Regional $2,232,555,002004-2005
Airport
Ft. Myers, Florida
Airport Building, Parldng, and Common Areas
Lee County Port Authority
Steve Monk- John Carlo
239-707-1126
Services Provided: Subcontractor to General Contractor: Landscape and Irrigation
System Installati()n?Sign/Gazebo Fabrication and Installation, Fencing
Maintenance of Traffic, Site Worl{, and Electrical Services, Landscaping, Turf
Grass, and Irrigation System, Hunter Central Control System IMMS 2.0
Maintenance During Construction and Until One Year Final Acceptance;
Mitigation Restoration.
5. V,S, 41 SR 90 $973,859.00 2007-2007
Tamiami Trail
East Phase D
Naples, Florida
Two Miles Roadway Medians and ROW
Collier County ATM
Department
2885 S. Horseshoe Drive
Naples, Florida 34104
Mr. Bob Petersen
239-252-5871
Services Pl.ovided: Prime ContractOl' Landscape An(j. ~rrigation.System
Installation, Pump Installation, Sign age Repair, Maintenance Of Trafflc, Electrical
Services, and Site Work Landscaping, Turf Grass, Irrigation System, and Site
Maintenance during Construction, and Irrigation Motorola Controller systems
installation and service: Subcontracted Directional Boring and Electrical Services,
6, Azure at Bonita Bay $749,125.00 2005-2006
Bonita Springs, Florida
High ~s~ Condominium
Lutgert Companies
4200 Gulf Shore Blvd, N,
Naples, Florida 34103
Michael Hoyt
239-261-6100
Services Provided: Subcontractor to General Contractor: Landscape and Irrigation
System Installation, Electrical Services, Tower Crane Direction, Water Meter
Connections. Landscaping, Turf Grass, and Irrigation System Maintenance During
Construction.
7. Airport Pulling Road $506,749.00 2004-2004
Naples, Florida
Two Miles Roadway Medians and ROW
Collier County ATM Dept.
2885 S, Horseshoe Drive
Naples, Florida 34104
Ms. Pam LuIich
239-252-6291
Services Provided: Prime Contractor: Landscape and Irrigation System
Installation, Electrical Services, Site Work, Maintenance of Traffic. Landscape,
Turf Grass, and Irrigation System and Site Maintenance During Construction And
Ongoing Current Contract.
8. Golden Gate Blvd. $478,939.00 2003-2007
Phase ill,
Phase IT
Phase I
Naples, Florida
Three Plus Miles Roadway Medians and ROW
Collier County ATM Dept.
2885 S. Horseshoe Drive
Naples, Florida 34104
Scott Windham
239-390-1936
Services Provided: Prime Contractor Landscape And Irrigation System
Installation, Electrical Services, Directional Bore Services, Well Drilling, Signage,
Maintenance Of Traffic, Site Worl{. Landscaping, Turf Grass, Irrigation System
Maintenance during Construction and Ongoing Current Contract. Irrigation
Motorola Controller Systems Installation And Service.
9. Collections AT $1,094,819.00 2006-2007
Vanderbilt
Naples, Florida
Five Plus Acre Shopping Center
Woolbright Development
Naples, Florida
Laura Sloat
239-596-2807
Services Provided: Sub Contractor To Developer: Landscape And Irrigation
Systems Installation, Site Worl{, Tree Relocation, Irrigation Maintenance.
Landscaping, And Turf Grass Maintenance During Construction and Ongoing
Current Contract, and Mitigation restoration.
10 Livingston Road $,1,015,702.002004-2005
Immokalee To The
Collier County Line
Naples, Florida
Five Plus Miles Roadway Medians And ROW
Collier County ATM Dept.
2885 S. Horseshoe Drive
Naples, Florida 34104
Bob Petersen
239-252-5871
Services Provided: Prime Contractor: Landscape And Irrigation Systems
Installation, Electrical Services, Di:r.ect~onal BoriIlg Services, Water Meter
Connections, Pump Stations, Malnte:ii:ance Of-Traffic, Site W orI{. Landscape, Turf
Grass, and Irrigation System Maintenance During Construction.
11 U.S, 41 Boy Scout Drive $934,674.00
Fowler Street To College
Parl{Way
One Plus Mile Roadway Medians
2007-2008
Lee County DOT
Operations
5560 Zip Drive
Ft. Myers, Florida 33905
Bob DeBrock
239-533-9425
Services Provided: Prime Contractor: Landscape And Irrigation Systems
Installation, Electrical Services, Directional Boring Services, Pump Stations,
Maintenance Of Traffic, Site Worl{, Concrete Removal, Trellis Installation,
Irrigation System With Drip Tubing And Emitters, Irrigation Hunter ACC
Telephone Central Control System Installation / Maintenance, Landscape,
Irrigation, and Site Maintenance.
12 Bonita Beach Road $783,450.00 2007-2008
Landscape & Irrigation .
Project From Mango Drive
To 1-75
Two Miles Roadway Medians And ROW
Lee County DOT
Operations
5560 Zip Drive
Ft, Myers, Florida 33905
Bob DeBrock
239M533-9425
Services Provided: Prime Contractor: Landscape And Irrigation Systems
Installation, Irrigation System With Drip Tubing And Emitters, Electrical Services,
Directional Boring Services, Mamtenance OlTraffic, Pump Stations, and Site
Worle. Irrigation Hunter ACC Telephone Central System Installation !Maintenance,
Landscaping, Irrigation, Site and Turf Grass Maintenance,
13 U.S, 41 (SR 90) Tamiami Trail $ 588,355,00 2007-2007
East Phase E Barefoot Williams
To Collier Blvd.
One Plus Miles, Roadway Medians & ROW
Collier County ATM
Department
2885 S. Horseshoe Dr.
Naples, Florida 34104
Mr. Bob Petersen
239M252-5871
Services Provided: Prime Contractor: Landscaping And Irrigation System
Installation, Pump Stations, Directional Boring Services, Maintenan~'eOf Traffic,
Electrical Services, Site Worle. Landscape, Turf Grass, Irrigation System
Maintenance During Construction, and Irrigation Motorola Controller Systems
Installation and Service,
14 US 41 Phase V $ 670,280.00 2007 Collier C()unty ATM
2885 S. Horseshoe Dr,
Two Plus Miles, Roadway Medians & ROW Naples, Florida 34104
Mr. Bob Petersen
239-252-5871
Services Provided: Prime Contractor: Landscaping And Irrig~ti~Jl.~'Y.steIl1 ..
Installation, Pump Stations, Directional Boring Services, Mamtenan.'ce:'Of-Traffic,
Electrical Services, Site worle. Landscape, Turf Grass, Irrigation System
Maintenance During Construction, and Irrigation Motorola Controller Systems
Installation and Service.
15 Goodlette Frank I $ 897,189.00 2007-2008
Golden Gate to Pine Ridge
Two Plus Miles, Roadway Medians & ROW
Collier County ATM
Department
2885 S. Horseshoe Dr.
Naples, Florida 34104
Mr. Bob Petersen
239-252-5871
Services Provided: Prime Contractor: Landscaping And Irrigation System
Installation, Pump Stations, Directional Boring Services, Mamtenance Of Traffic,
Electrical Services, Site work. Landscape, Turf Grass, Irrigation System
Maintenance During Construction, and Irrigation Motorola Controller
Maintenance,
16. Landscape & Irrigation $1,831,857.00 2009-2010
Projects: Immokalee Rd.,
Phase II & ill, Vanderbilt
Beach Rd, Phase I & II, &
Rattlesnake Hammock Rd,
Naples, Florida
Ten Miles Roadway Medians
And ROW
Collier County ATM
Department
2885 S. Horseshoe Dr,
Naples, Florida 34104
Mr, Bob Petersen
239-252-5871
Services Provided:Pri~e C0I1~ractor: Landscape and Irrigation Installation, Pump
Stations, MidnteriaiiceOf Traffic; Electrical Services, Directional Boring Services,
Well Drilling, Water Meters, Site Worl{, Irrigation Motorola Controller Systems
Installation And Service, Landscape, Irrigation, Site and Turf Grass Maintenance.
17. The Mercato
US 41 And Vanderbilt
Beach Ruad
Town Center
$ 2,109,104.00 2007-2010 The Lutgert Companies
4200 Gulf Shore Blvd. N.
Naples, Florida -34103--
Mr. Michael Hoyt
239-261-6100
Services Provided: Subcontractor to General Contractor: Landscape and 2-Wire
Inig,ation,srsteIlllI1stallation, Wells, Pumps, Site Work, Large Tree Moving,
Maintenanc'e:OfTraffic, Turf Grass, Mitigation ~estoration, Landscape, Irrigation
and Site Maintenance, Hunter Central control System IMMS 2.0 Installation and
Maintenance,
2009-2010 Lee County DOT
Operations
5560 Zip Drive
Ft,Myers,FL.33905
Bob DeBrock
239-533-9425
Services Provided: Prime Contractor: Landscaping And Irrigation Installation,
Landscape And Inigation Maintenance, MahitenanceOf Traffic, Irrigation System
Maintenance, Site Maintenance, Irrigation With Drip Tubing And Emitters, Site
W orl{, Turf Grass Installation and Maintenance, Hunter ACC Central Control
System, Fencing, Directional Boring, And Electrical Connections.
18. Summerlin Road Landscape $2,173,901.00
And Irrigation Project From
Sanibel Island To Pine Ridge Road
19, Florencia:
The Colony At Pelican Bay
High Rise Condominium
$772,620.00 2006-2008 Kraft Construction
3520 Kraft Road
Naples, Florida 34105
Steve DeLong
239-772-6200
Services Provided: Subcontractor to General Contractor: Landscape and
Irrigation System Installation, Electrical Services, Tower Crane Direction, Water
Meter Connections, Landscaping, Turf Grass, and Irrigation System Maintenance
During Construction, and Post Construction.
(J4I!+~
Dale F. Hannula
Hannula Landscaping & Irrigation, Inc.
Date: November 17. 2010
3. Evidence Of Communication Equipment Which Allows The County
Immediate Access To Contractor When Services Are Required.
1. Telephone: (239) 992-2210
2, Fax: (239) 498-6818
3. Cellular Phones: Nextel Communications: Office, Managers, Field
Crew Leaders, And Service Technicians.
4. E-Mail: Office, Managers (Blackberry) Service Technicians
5. Numbers: Nextel: Dale Hannula (239)872-6632 161*35*28384
dhannula@hannulalandscaping.com
Damon Himmel (239) 872-6646 161
161*35*28394
dhimmel@hannulalandscaping.com
Andy Estrada (239)340-4723 159*22675*1
aestrada@hannulalandscaping.com
Scott Douglas (239) 872-6622 161 *35*28378
sdouglas@hannulalandscaping.com
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THE E-VERIFY PROGRAM FOR EMPLOYMENT VERIFICATION
MEMORANDUM OF UNDERSTANDING
ARTICLE I
PURPOSE AND AUTHORITY
This Memorandum of Understanding (MOU) sets forth the points of agreement between the
Department of Homeland Security (DHS) and Hannula Landscapina. Inc. (Employer)
regarding the Employer's participation in the Employment Eligibility Verification Program (E-
Verify). This MOU explains certain features of the E-Verify program and enumerates specific
responsibilities of DHS, the Social Security Administration (SSA), and the Employer. E-Verify is
a program that electronically confirms an employee's eligibility to work in the United States after
completion of the Employment Eligibility Verification Form (Form 1-9). For covered government
contractors, E-Verify is used to verify the employment eligibility of all newly hired employees and
all existing employees assigned to Federal contracts.
Authority for the E-Verify program is found in Title IV, Subtitle A, of the IlIegal"lmmigration".
Reform and Immigrant Responsibility Act of 1996 (IIRIRA), Pub. L. 104-208, 110 Stat. 3009, as
amended (8 U.S.C. ~ 1324a note). Authority for use of the E-Verify program by Federal
contractors and subcontractors covered by the terms of Subpart 22.18, "Employment Eligibility
Verification", of the Federal Acquisition Regulation (FAR) (hereinafter referred to in this MOU as
a "Federal contractor") to verify the employment eligibility of certain employees working on
Federal contracts is also found in Subpart 22.18 and in Executive Order 12989, as amended.
ARTICLE II
FUNCTIONS TO BE PERFORMED
A. RESPONSIBILITIES OF SSA
1. SSA agrees to provide the Employer with available information that allows the Employer
to confirm the accuracy of Social Security Numbers provided by all employees verified under
this MOU and the employment authorization of U.S. citizens.
2. SSA agrees to provide to the Employer appropriate assistance with operational
problems that may arise during the Employer's participation in the E-Verify program. SSA
agrees to provide the Employer with names, titles, addresses, and telephone numbers of SSA
representatives to be contacted during the E-Verify process.
3. SSA agrees to safeguard the information provided by the Employer through the E-Verify
program procedures, and to limit access to such information, as is appropriate by law, to
individuals responsible for the verification of Social Security Numbers and for evaluation of the
E-Verify program or such other persons or entities who may be authorized by SSA as governed
by the Privacy Act (5 U.S.C. ~ 552a), the Social Security Act (42 U.S.C. 1306(a)), and SSA
regulations (20 CFR Part 401).
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4. SSA agrees to provide a means of automated verification that is designed (in
conjunction with DHS's automated system if necessary) to provide confirmation or tentative
nonconfirmation of U.S. citizens' employment eligibility within 3 Federal Government work days
of the initial inquiry.
5. SSA agrees to provide a means of secondary verification (including updating SSA
records as may be necessary) for employees who contest SSA tentative nonconfirmations that
is designed to provide final confirmation or nonconfirmation of U.S. citizens' employment
eligibility and accuracy of SSA records for both citizens and aliens within 10 Federal
Govemment work days of the date of referral to SSA, unless SSA determines that more than 10
days may be necessary. In such cases, SSA will provide additional verification instructions.
B. RESPONSIBILITIES OF DHS
1. After SSA verifies the accuracy of SSA records for aliens through E-Verify, DHS agrees
to provide the Employer access to selected data from DHS's database to enable the Employer
,toconduct,to,the'extentauthorized--by,thisMGU:- --'" ,. '_.. n.., ,.- "_un ,.._
. Automated verification checks on alien employees by electronic means, and
. Photo verification checks (when available) on employees.
2. DHS agrees to provide to the Employer appropriate assistance with operational
problems that may arise during the Employer's participation in the E-Verify program. DHS
agrees to provide the Employer names, titles, addresses, and telephone numbers of DHS
representatives to be contacted during the E-Verify process.
3. DHS agrees to provide to the Employer a manual (the E-Verify User Manual) containing
instructions on E-Verify policies, procedures and requirements for both SSA and DHS, including
restrictions on the use of E-Verify. DHS agrees to provide training materials on E-Verify.
4. DHS agrees to provide to the Employer a notice, which indicates the Employer's
participation in the E-Verify program. DHS also agrees to provide to the Employer anti-
discrimination notices issued by the Office of Special Counsel for Immigration-Related Unfair
Employment Practices (OSC), Civil Rights Division, U.S. Department of Justice.
5. DHS agrees to issue the Employer a user identification number and password that
permits the Employer to verify information provided by alien employees with DHS's database.
6. DHS agrees to safeguard the information provided to DHS by the Employer, and to limit
access to such information to individuals responsible for the verification of alien employment
eligibility and for evaluation of the E-Verify program, or to such other persons or entities as may
be authorized by applicable law. Information will be used only to verify the accuracy of Social
Security Numbers and employment eligibility, to enforce the Immigration and Nationality Act
(INA) and Federal criminal laws, and to administer Federal contracting requirements.
7. DHS agrees to provide a means of automated verification that is designed (m
conjunction with SSA verification procedures) to provide confirmation or tentative
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nonconfirmation of employees' employment eligibility within 3 Federal Government work days of
the initial inquiry.
8. DHS agrees to provide a means of secondary verification (including updating DHS
records as may be necessary) for employees who contest DHS tentative nonconfirmations and
photo non-match tentative nonconfirmations that is designed to provide final confirmation or
nonconfirmation of the employees' employment eligibility within 10 Federal Government work
days of the date of referral to DHS, unless DHS determines that more than 10 days may be
necessary. In such cases, DHS will provide additional verification instructions.
C. RESPONSIBILITIES OF THE EMPLOYER
1. The Employer agrees to display the notices supplied by DHS in a prominent place that is
clearly visible to prospective employees and all employees who are to be verified through the
system. .
2. The Employer agrees to provide to the SSA and DHS the names, titles, addresses, and
telephone numbers of the Employer representatives to be contacted regarding E-Verify.
3. The Employer agrees to become familiar with and comply with the most recent version
of the E- Verify User Manual.
4. The Employer agrees that any Employer Representative who will perform employment
verification queries will complete the E-Verify Tutorial before that individual initiates any
queries.
A. The Employer agrees that all Employer representatives will take the refresher
tutorials initiated by the E-Verify program as a condition of continued use of E-
Verify, including any tutorials for Federal contractors if the Employer is a Federal
contractor.
B. Failure to complete a refresher tutorial will prevent the Employer from continued
use of the program.
5. The Employer agrees to comply with current Form 1-9 procedures, with two exceptions:
. If an employee presents a "List B" identity document, the Employer agrees to only
accept "List B" documents that contain a photo. (List B documents identified in 8 C.F.R.
9 274a.2(b)(1)(B)) can be presented during the Form 1-9 process to establish identity.) If
an employee objects to the photo requirement for religiolJs reasons, the Employer
should contact E-Verify at 888-464-4218.
. If an employee presents a DHS Form 1-551 (Permanent Resident Card) or Form 1-766
(Employment Authorization Document) to complete the Form 1-9, the Employer agrees to
make a photocopy of the document and to retain the photocopy with the employee's
Form 1-9. The employer will use the photocopy to verify the photo and to assist DHS
with its review of photo non-matches that are contested by employees. Note that
employees retain the right to present any List A, or List B and List C, documentation to
complete the Fonn 1-9. DHS may in the future designate other documents that activate
the photo screening tool.
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6. The Employer understands that participation in E-Verify does not exempt the Employer
from the responsibility to complete, retain, and make available for inspection Forms 1-9 that
relate to its employees, or from other requirements of applicable regulations or laws, including
the obligation to comply with the antidiscrimination requirements of section 2748 of the INA with
respect to Form 1-9 procedures, except for the following modified requirements applicable by
reason of the Employer's participation in E-Verify: (1) identity documents must have photos, as
described in paragraph 5 above; (2) a rebuttable presumption is established that the Employer
has not violated section 274A(a)(1)(A) of the Immigration and Nationality Act (INA) with respect
to the hiring of any individual if it obtains confirmation of the identity and employment eligibility of
the individual in compliance with the terms and conditions of E-Verify; (3) the Employer must
notify DHS if it continues to employ any employee after receiving a final nonconfirmation, and is
subject to a civil money penalty between $550 and $1,100 for each failure to notify DHS of
continued employment following a final nonconfirmation; (4) the Employer is subject to a
rebuttable presumption that it has knowingly employed an unauthorized alien in violation of
section 274A(a)(1)(A) if the Employer continues to employ an employee after receiving a final
nonconfirmation; and (5) no person or entity participating in E-Verify is civilly or criminally liable
under any law for any action taken in good faith based on information provided through the
confirmation system. DHS reserves the right to conduct Form 1-9 compliance inspections during
the course orE-Verify, as well as to conduct any other enforcement activity authorized'bylaw.
7. The Employer agrees to initiate E-Verify verification procedures for new employees
within 3 Employer business days after each employee has been hired (but after both sections 1
and 2 of the Form 1-9 have been completed), and to complete as many (but only as many) steps
of the E-Verify process as are necessary according to the E-Verify User Manual. The Employer
is prohibited from initiating verification procedures before the employee has been hired and the
Form 1-9 completed. If the automated system to be queried is temporarily unavailable, the 3-day
time period is extended until it is again operational in order to accommodate the Employer's
attempting, in good faith, to make inquiries during the period of unavailability. In all cases, the
Employer must use the SSA verification procedures first, and use DHS verification procedures
and photo screening tool only after the SSA verification response has been given. Employers
may initiate verification by notating the Form 1-9 in circumstances where the employee has
applied for a Social Security Number (SSN) from the SSA and is waiting to receive the SSN,
provided that the Employer performs an E-Verify employment verification query using the
employee's SSN as soon as the SSN becomes available. '
8. The Employer agrees not to use E-Verify procedures for pre-employment screening of
job applicants, in support of any unlawful employment practice, or for any other use not
authorized by this MOU. Employers must use E-Verify for all new employees, unless an
Employer is a Federal contractor that qualifies for the exceptions described in Article II.D.1.c.
Except as provided in Article 11.0, the Employer will not verify selectively and will not verify
employees hired before the effective date of this MOU. The Employer understands that if the
Employer uses E-Verify procedures for any purpose other than as authorized by this MOU, the
Employer may be subject to appropriate legal action and termination of its access to SSA and
DHS information pursuant to this MOU.
9. The Employer agrees to follow appropriate procedures (see Article III. below) regarding
tentative nonconfirmations, including notifying employees of the finding, providing written
referral instructions to employees, allowing employees to contest the finding, and not taking
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adverse action against employees if they choose to contest the finding. Further, when
employees contest a tentative nonconfirmation based upon a photo non-match, the Employer is
required to take affirmative steps (see Article 111.8. below) to contact DHS with information
necessary to resolve the challenge.
10. The Employer agrees not to take any adverse action against an employee based upon
the employee's perceived employment eligibility status while SSA or DHS is processing the
verification request unless the Employer obtains knowledge (as defined in 8 C.F.R. ~ 274a.1 (I))
that the employee is not work authorized. The Employer understands that an initial inability of
the SSA or DHS automated verification system to verify work authorization, a tentative
nonconfirmation, a case in continuance (indicating the need for additional time for the
government to resolve a case), or the finding of a photo non-match, does not establish, and
should not be interpreted as evidence, that the employee is not work authorized. In any of the
cases listed above, the employee must be provided a full and fair opportunity to contest the
finding, and if he or she does so, the employee may not be terminated or suffer any adverse
employment consequences based upon the employee's perceived employment eligibility status
(including denying, reducing, or extending work hours, delaying or preventing training, requiring
an employee to work in poorer conditions, refusing to assign the employee to a Federal contract
or other assignment; or otherwise-subjecting an employee to any assumption that he'or-sheis ...
unauthorized to work) until and unless secondary verification by SSA or DHS has been
completed and a final nonconfirmation has been issued. If the employee does not choose to
contest a tentative non confirmation or a photo non-match or if a secondary verification is
completed and a final nonconfirmation is issued, then the Employer can find the employee is not
work authorized and terminate the employee's employment. Employers or employees with
questions about a final nonconfirmation may call E-Verify at 1-888-464-4218 or OSC at 1-800-
255-8155 or 1-800-237-2515 (TDO).
11. The Employer agrees to comply with Title VII of the Civil Rights Act of 1964 and section
2748 of the INA by not discriminating unlawfully against any individual in hiring, firing, or
recruitment or referral practices because of his or her national origin or, in the case of a
protected individual as defined in section 2748(a) (3) of the INA, because of his or her
citizenship status. The Employer understands that such illegal practices can include selective
verification or use of E-Verify except as provided in part D below, or discharging or refusing to
hire employees because they appear or sound "foreign" or have received tentative
non confirmations. The Employer further understands that any violation of the unfair
immigration-related employment practices provisions in section 2748 of the INA could subject
the Employer to civil penalties, back pay awards, and other sanctions, and violations of Title VII
could subject the Employer to back pay awards, compensatory and punitive damages.
Violations of either section 2748 of the INA or Title VII may also lead to the termination of its
participation in E-Verify. If the Employer has any questions relating to the anti-discrimination
provision, it should contact OSC at 1-800-255-8155 or 1-800-237-2515 (TDD).
12. The Employer agrees to record the case verification number on the employee's Form 1-9
or to print the screen containing the case verification number and attach it to the employee's
Form 1-9.
13. The Employer agrees that it will use the information it receives from SSA or DHS
pursuant to E-Verify and this MOU only to confirm the employment eligibility of employees as
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authorized by this MOU. The Employer agrees that it will safeguard this information, and means
of access to it (such as PINS and passwords) to ensure that it is not used for any other purpose
and as necessary to protect its confidentiality, including ensuring that it is not disseminated to
any person other than employees of the Employer who are authorized to perform the
Employer's responsibilities under this MaUl except for such dissemination as may be
authorized in advance by SSA or DHS for legitimate purposes.
14. The Employer acknowledges that the information which it receives from SSA is
governed by the Privacy Act (5 U.S.C. ~ 552a(i)(1) and (3)) and the Social Security Act (42
U.S.C. 1306(a)), and that any person who obtains this information under false pretenses or uses
it for any purpose other than as provided for in this MOU may be subject to criminal penalties.
15. The Employer agrees to cooperate with DHS and SSA in their compliance monitoring
and evaluation of E-Verify, including by permitting DHS and SSA, upon reasonable notice, to
review Forms 1-9 and other employment records and to interview it and its employees regarding
the Employer's use of E-Verify, and to respond in a timely and accurate manner to DHS
requests for information relating to their participation in E-Verify.
'D:"
RESPONSIBU:ITIE8-0F FEDERAL CONTRACTORS--'
1. The Employer understands that if it is a Federal contractor subject to the
employment verification terms in Subpart 22.18 of the FAR it must verify the employment
eligibility of any "employee assigned to the contract" (as defined in FAR 22.1801) in addition to
verifying the employment eligibility of all other employees required to be verified under the FAR.
Once an employee has been verified through E-Verify by the Employer, the Employer may not
reverify the employee through E-Verify.
a. Federal contractors not enrolled at the time of contract award: An Employer that
is not enrolled in E-Verify as a Federal contractor at the time of a contract award must enroll as
a Federal contractor in the E-Verify program within 30 calendar days of contract award and,
within 90 days of enrollment, begin to use E-Verify to initiate verification of employment eligibility
of new hires of the Employer who are working in the United States, whether or not assigned to
the contract. Once the Employer begins verifying new hires, such verification of new hires must
be initiated within 3 business days after the date of hire. Once enrolled in E-Verify as a Federal
contractor, the Employer must initiate verification of employees assigned to the contract within
90 calendar days after the date of enrollment or within 30 days of an employee's assignment to
the contract, whichever date is later.
b. Federal contractors already enrolled at the time of a contract award: Employers
enrolled in E-Verify as a Federal contractor for 90 days or more at the time of a contract award
must use E-Verify to initiate verification of employment eligibility for new hires of the Employer
who are working in the United States, whether or not assigned to the contract, within 3 business
days after the date of hire. If the Employer is enrolled in E-Verify as a Federal contractor for 90
calendar days or less at the time of contract award, the Employer must, within 90 days of
enrollment, begin to use E-Verify to initiate verification of new hires of the contractor who are
working in the United States, whether or not assigned to the contract. Such verification of new
hires must be initiated within 3 business days after the date of hire. An Employer enrolled as a
Federal contractor in E-Verify must initiate verification of each employee assigned to the
Page G of '13lE-Veriry MOU for EmployerlRevislon Date 10/29108
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contract within 90 calendar days after date of contract award or within 30 days after assignment
to the contract, whichever is later.
c. Institutions of higher education, State, local and tribal governments and sureties:
Federal contractors that are institutions of higher education (as defined at 20 U.S.C. 1001 (a)),
State or local govemments, governments of Federally recognized Indian tribes, or sureties
performing under a takeover agreement entered into with a Federal agency pursuant to a
performance bond may choose to only verify new and existing employees assigned to the
Federal contract. Such Federal contractors may, however, elect to verify all new hires, and/or
all existing employees hired after November 6, 1986. The provisions of Article 11.0, paragraphs
1.a and 1.b of this MOU providing timeframes for initiating employment verification of employees
assigned to a contract apply to such institutions of higher education, State, local and tribal
governments, and sureties.
d. Verification of all employees: Upon enrollment, Employers who are Federal
contractors may elect to verify employment eligibility of all existing employees working in the
United States who were hired after November 6, 1986, instead of verifying only those
employees assigned to a covered Federal contract. After enrollment, Employers must elect to
~ do so only in the manner designated by DHSand. initiate E-Verify verification of all existing
employees within 180 days after the election.
e. Form 1-9 procedures for Federal contractors: The Employer may use a
previously completed Form 1-9 as the basis for initiating E-Verify verification of an employee
assigned to a contract as long as that Form 1-9 is complete (including the SSN), complies with
Article H.C.5, the employee's work authorization has not expired, and the Employer has
reviewed the information reflected in the Form 1-9 either in person or in communications with the
employee to ensure that the employee's stated basis in section 1 of the Form 1-9 for work
authorization has not changed (including, but not limited to, a lawful permanent resident alien
having become a naturalized U.S. citizen). If the Employer is unable to determine that the Form
1-9 complies with Article II.C.5, if the employee's basis for work authorization as attested in
section 1 has expired or changed, or if the Form 1-9 contains no SSN or is otherwise incomplete,
the Employer shall complete a new 1-9 consistent with Article II.C.5, or update the previous 1-9
to provide the necessary information. If section 1 of the Form 1-9 is otherwise valid and up-to-
date and the form otherwise complies with Article II.C.5, but reflects documentation (such as a
U.S. passport or Form 1-551) that expired subsequent to completion of the Form 1-9, the
Employer shall not require the production of additional documentation, or use the photo
screening tool described in Article II.C.5, subject to any additional or superseding instructions
that may be provided on this subject in the E-Verify User Manual. Nothing in this section shall
be construed to require a second verification using E-Verify of any assigned employee who has
previously been verified as a newly hired employee under this MOU, or to authorize verification
of any existing employee by any Employer that is not a Federal contractor.
2. The Employer understands that if it is a Federal contractor, its compliance with this MOU
is a performance requirement under the terms of the Federal contract or subcontract, and the
Employer consents to the release of information relating to compliance with its verification
responsibilities under this MOU to contracting officers or other officials authorized to review the
Employer's compliance with Federal contracting requirements.
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ARTICLE III
REFERRAL OF INDIVIDUALS TO SSA AND DHS
A. REFERRAL TO SSA
1. If the Employer receives a tentative nonconfirmation issued by SSA, the Employer must
print the tentative nonconfirmation notice as directed by the automated system and provide it to
the employee so that the employee may determine whether he or she will contest the tentative
nonconfirmation.
2. The Employer will refer employees to SSA field offices only as directed by the
automated system based on a tentative nonconfirmation, and only after the Employer records
the case verification number, reviews the input to detect any transaction errors, and determines
that the employee contests the tentative non confirmation. The Employer will transmit the Social
Security Number to SSA for verification again if this review indicates a need to do so. The
Employer will determine whether the employee contests the tentative nonconfirmation as soon
as possible after the Employerreeeives-it.,.--- --..- -,--, --, ,-- ,.. . ---- '-"--.' ..,_.
3. If the employee contests an SSA tentative nonconfirmation, the Employer will provide
the employee with a system-generated referral letter and instruct the employee to visit an SSA
office within 8 Federal Government work days. SSA will electronically transmit the result of the
referral to the Employer within 10 Federal Government work days of the referral unless it
determines that more than 10 days is necessary. The Employer agrees to check the E-Verify
system regularly for case updates.
4. The Employer agrees not to ask the employee to obtain a printout from the Social
Security Number database (the Numident) or other written verification of the Social Security
Number from the SSA.
B. REFERRAL TO DHS
1. If the Employer receives a tentative nonconfirmation issued by DHS, the Employer must
print the tentative nonconfirmation notice as directed by the automated system and provide it to
the employee so that the employee may determine whether he or she will contest the tentative
non confirmation.
2. If the Employer finds a photo non-match for an employee who provides a document for
which the automated system has transmitted a photo, the employer must print the photo non-
match tentative nonconfirmation notice as directed by the automated system and provide it to
the employee so that the employee may determine whether he or she will contest the finding.
3. The Employer agrees to refer individuals to DHS only when the employee chooses to
contest a tentative non confirmation received from DHS automated verification process or when
the Employer issues a tentative nonconfirmation based upon a photo non-match. The Employer
will determine whether the employee contests the tentative nonconfirmation as soon as possible
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after the Employer receives it.
4. If the employee contests a tentative nonconfirmation issued by DHS, the Employer will
provide the employee with a referral letter and instruct the employee to contact DHS through its
toll-free hotline (as found on the referral letter) within 8 Federal Government work days.
5.' If the employee contests a tentative nonconfirmation based upon a photo non-match, the
Employer will provide the employee with a referral letter to DHS. DHS will electronically transmit
the result of the referral to the Employer within 10 Federal Government work days of the referral
unless it determines that more than 10 days is necessary. The Employer agrees to check the E-
Verify system regularly for case updates.
6. The Employer agrees that if an employee contests a tentative nonconfirmation based
upon a photo non-match, the Employer will send a copy of the employee's Form 1-551 or Form
1-766 to DHS for review by:
. Scanning and uploading the document, or
· Sending a photocopy of the document by an express mail account (furnished and paid
for by DHS).-'
7. The Employer understands that if it cannot determine whether there is a photo
match/non-match, the Employer is required to forward the employee's documentation to DHS by
scanning and uploading, or by sending the document as described in the preceding paragraph,
and resolving the case as specified by the Immigration Services Verifier at DHS who will
determine the photo match or non-match.
ARTICLE IV
SERVICE PROVISIONS
SSA and DHS will not charge the Employer for verification services performed under this MOU.
The Employer is responsible for providing equipment needed to make inquiries. To access the
E-Verify System, an Employer will need a personal computer with Internet access.
ARTICLE V
PARTIES
A. This MOU is effective upon the signature of all parties, and shall continue in effect for as
long as the SSA and DHS conduct the E-Verify program unless modified in writing by the mutual
consent of all parties, or terminated by any party upon 30 days prior written notice to the others.
Any and all system enhancements to the E-Verify program by DHS or SSA, including but not
limited to the E-Verify checking against additional data sources and instituting new verification
procedures, will be covered under this MOU and will not cause the need for a supplemental
MOU that outlines these changes. DHS agrees to train employers on all changes made to E-
Verify through the use of mandatory refresher tutorial's and updates to the E-Verify' User
Manual. Even without changes to E-Verify, DHS reserves the right to require employers to take
Page 9 of 13lE-Verify MOU for EmployerlRevision Dale "10129108
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mandatory refresher tutorials. An Employer that is a Federal contractor may terminate this
MOU when the Federal contract that requires its participation in E-Verify is terminated or
completed. In such a circumstance, the Federal contractor must provide written notice to DHS.
If an Employer that is a Federal contractor fails to provide such notice, that Employer will remain
a participant in the E-Verify program, will remain bound by the terms of this MOU that apply to
non-Federal contractor participants, and will be required to use the E-Verify procedures to verify
the employment eligibility of all newly hired employees.
B. Notwithstanding Article V, part A of this MOU, DHS may terminate this MOU if deemed
necessary because of the requirements of law or policy, or upon a determination by SSA or
DHS that there has been a breach of system integrity or security by the Employer, or a failure
on the part of the Employer to comply with established procedures or legal requirements. The
Employer understands that if it is a Federal contractor, termination of this MOU by any party for
any reason may negatively affect its performance of its contractual responsibilities.
C. Some or all SSA and DHS responsibilities under this MOU may be performed by
contractor(s), and SSA and DHS may adjust verification responsibilities between each other as
they may determine necessary. By separate agreem~nt with DHS, SSA has agreed to perform
its,responsibilities as described in this MOU. .
D. Nothing in this MOU is intended, or should be construed, to create any right or benefit,
substantive or procedural, enforceable at law by any third party against the United States, its
agencies, officers, or employees, or against the Employer, its agents, officers, or employees.
E. Each party shall be solely responsible for defending any claim or action against it arising
out of or related to E-Verify or this MOU, whether civil or criminal, and for any liability
wherefrom, including (but not limited to) any dispute between the Employer and any other
person or entity regarding the applicability of Section 403(d) of IIRIRA to any action taken or
allegedly taken by the Employer.
F. The Employer understands that the fact of its participation in E-Verify is not confidential
information and may be disclosed as authorized or required by law and DHS or SSA policy,
including but not limited to, Congressional oversight, E-Verify publicity and media inquiries,
determinations of compliance with Federal contractual requirements, and responses to inquiries
under the Freedom of Information Act (FOIA).
G. The foregoing constitutes the full agreement on this subject between DHS and the
Employer.
H. The individuals whose signatures appear below represent that they are authorized to
enter into this MOU on behalf of the Employer and DHS respectively.
Page 10 of 13lE-Verify MOU for EmployerlRevision Dale 10/29/08
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To be accepted as a participant in E-Verify, you should only sign the Employer's Section
of the signature page. If you have any questions, contact E-Verify at 888-464-4218.
Employer Hannula Landscaping, Inc.
Dale F Hannula
Name (Please Type or Print)
Title
Electronically Signed
Signature
10109/2009
Date
Department of Homeland Security - Verification Division
usels Verification Division
Name (Please Type or Print)
Title
Electronically Signed
Signature
10/09/2009
Date
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Information Required for the E-Verify Program
Information relating to your Company:
Company Name: Hannula Landscaping, Inc.
Company Facility Address: 2813'1 Quails Nest Lane
Bonita Springs, FL 34135
Company Alternate
Address:
County or Parish: COLLIER
Employer Identification
Number: 650375795
NOtth American Industry
Classification Systems
Code: 238
Parent Company:
Number of Employees: 20 to 99
Number of Sites Verified
YOI': 1
Are you verifying for more than 1 site? If yes, please provide the number of sites verified for in
each State:
.
FLORIDA
site(s)
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Information relating to the Program Administrator(s) for your Company on policy questions or
operational problems:
Name:
Telephone Number:
E-mail Address:
DenIse Carter
(239) 992 - 2210 Fax Number:
dcarter@hannulalandscaplng.com
Name:
Telephone Number;
E-mail Address:
Dale F Hannula
(239) 992 - 2210 Fax Number:
dvlancourt@hannulalandscaplng.com
(239) 498 - 6818
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a Employee's social security number
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OMS No. 1545-0008
1 Wages, tips, ot~~ '!,ompensalion
2 Federal Income tax withheld
b Employer Identification number (EIN)
65-0375795
c Employer's name, address, and ZIP code
HANNULA LANDSCAPING, INC.
3 Social security wages
4 Social security tax withheld
28131 QUAILS NEST LANE
5 MedIcare ~ages and tlDs
6 Medicare tax wIthheld
BONITA SPRINGS
FL 34135-6930
7 Social security tips
8 Allocated tips
d Control number
9 Advance EIC payment
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e Employee's name, address, city and ZIP code
WILLIAM D HIMMEL
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Form W-2
Wage and Tax
Statement
2009
Department of the Treasury-Intern'al Revenue Service
For Privacy Act and Paperwork Reduction
Act Notice, see the back of Copy D.
FORM 5204
Copy i-For State, City, or Local Tax Department
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MATERIAL MANUFACTURERS
THIS FORM MUST BE COMPLETED OR BID SHALL BE DEEMED NONN
RESPONSIVE
All Bidders shall confirm by signature that they will provide the manufacturers and
materials outlined in this Bid specifications. Exceptions (when equals are acceptable)
may be requested by completing the Material Manufacturer Exception List below. If an
exception for a manufacturer and/or material is proposed and listed below and is not
approved by Engineer/Project Manager, Bidder shall furnish the manufacturer named in
the specification. Acceptance of this form does not constitute acceptance of material
proposed on this list.
Complete and sign section A OR B.
Section A (Acceptance of all manufactures and materials in Bid specifications)
On behalf of my firm, I confirm that, we will use all manufacturers and materials
as specifically outlined in the Bid specifjc_ations. ,_ ___ _ _ _ ,
Company: C~c:z:.;M ~.().,1,,,.J, 1N<;.
Si!;jnature: . , ,__ - , . . ' Date: No IJ(MfM 17" .JOID
Section B (Exception requested to Bid specifications manufacturers and materials)
EXCEPTION MATERIAL
EXCEPTION MANUFACTURER
1.
2.
3.
4.
5.
Please insert additional pages as necessary.
Company:
Signature:
Date:
GC-P-3
LIST OF MAJOR SUBCONTRACTORS
THIS LIST MUST BE COMPLETED OR BID MAY BE DEEMED NONNRESPONSIVE
The undersigned states that the following is a list of the proposed subcontractors for the
major categories outlined in the requirements of the Bid specifications.
The undersigned acknowledges its responsibility for ensuring that the Subcontractors
for the major categories listed herein are "qualified" (as defined in Ordinance 87-25 and
Section 15 of Instructions to Bidders) and meet all legal requirements applicable to and
necessitated by the Contract Documents, including, but not limited to proper licenses,
certifications, registrations and insurance coverage. The Owner reserves the right to
disqualify any Bidder who includes non-compliant or non-qualified Subcontractors in its
bid offer. Further,' the Owner may direct the Successful Bidder to remove/replace any
Subcontractor, at no additional cost to Owner, which is found to be non-compliant with
this requirement either before or after the issuance of the Award of Contract by Owner.
(Attach additional sheets as needed). Further, the undersigned acknowledges and
agrees that promptly after the Award of Contract, and in accordance with the
requirements of the Contract Documents, the. Successful Bidder shall identify ~!I,
Subcontractors it intends to use on the Project. The undersigned further agrees that all
Subcontractors subsequently identified for any portion of work on this Project must be
qualified as noted above.
Major Category of Work
Subcontractor and Address
~ F~ el-e~\V
I06S0 I\ber i",t>.:h.,) $-\-, I ~,()^I,t; <;P;''') Fl/34-/3.5
cJ\a~D CtM.{'. .
P.t), Boy., ~()!; ~ I. Ft. NV~,Cl"S FL. '~'Y70c.,
-' v /
13G,.. ,,~.ss 1= r(.:,
P.O. R;~y ?14'O,' Nl'\rlc.~ Fl-I 3>lt.(J;)I
1.
e ,~ct\-vt.: (,J.
2.
D \'R~~\trJ rJt (3. c>'lL\
3.
4.
c.. U I'" b'( 1'..<,
J
5.
Company:,
Signature:
.fI~(j~J~orf~N' ~"~ate: ~..~~nJ'.'D
GC-P-4
STATEMENT OF EXPERIENCE OF BIDDER
The Bidder is required to state below what work of similar magnitude completed within
the last five years is a judge of its experience, skill and business standing and of its
ability to conduct the work as completely and as rapidly as required under the terms of
the Agreement.
1.
2.
3.
4.
5.
Project and Location
Reference
rc)lll~rt)~ l1im OtfMft~
~'3" ;1:SJ.~' ~~"'l ) ..11 I
ClVW) r:wt{~ O~ Rtv/l~ ~3"A~~.S1:
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DO\~J a.7Ihf1;rV P0vH7 l~WI
L..e<. (1o~ f) aT
1306 ~ Bavr/h J.lq-5~~ 'Jif~s
~i)Jl,~ &~Tn1 f1Rtwni~
Pa-wt Lw!, e-4 d'l'i- ~S;l.~ 6 ::l'l-'
R~JiO ~~""'~ Pna$-<.J}6. AcI! 111
N~~J . 'FtMti J~
Re\JI0 Roevl ~h~~ .m
N~~J ~I'.k
s~LyV UCoNd
pt. ~~. )qlM;~
R ..W\M.?J""k.t..-- ~ ~.~
t0~~.. RMlf~
c "'b or 11/ ':f' <
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6.
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N'1~)' FlcNtr'~
CoJ1,~ t:ol.t~ 1+7 fY} Dtres11JfmJ
?DW' Lw'h'll~ !;l~', ~SJ- 6:J..~1
Dated NolJttrl(>fl1<, 11 J ~() II)
J~NuJ,. L.~Jrc1h~ ~i ~4't.!.~ J :w,..
B~
Q
BY:
GC-P-5
TRENCH SAFETY ACT
Bidder acknowledges that included in the various items of the bid and in the Total Bid
Price are costs for complying with the Florida Trench Safety Act (90-96, Laws of Florida)
effective October 1, 1990. The Bidder further identifies the cost to be summarized
below:
Trench Safety
Measure
(Description)
1.
PV<:" /YJA.tN L{\v....
2.
3.
4.
5.
Units of
Measure
(LF,SY)
Unit
(Quantity)
Unit
Cost
Extended
Cost
Lr
/;50
/0, $00
.
/~ '750
TOTAL
$ J6J~5V. JJ>
Failure to complete the above may result in the Bid being declared non-responsive.
BY:
~J111M'f" ~-js<"1"~ M ~W."'L
~
""DoV~ ~ ~NWl.
Dated N~ \1 J 0010
GC-P-6
~~ '
CqUler County
n~~j.rJP' ~=F~~.I!"-~.r"~
Adminlstrawe- Selvlces Division
Purchasilig
Affidavit for Claiming Status as a Local Business
Bid #: 10M5595 M Coronado Parkway and Hunter Blvd. Median, Curbing and Landscape Installation
(CHECK ApPROPRIATE BOXES BELOW)
state of Florida (Select County if Vendor is described as a Local Business
o Collier County
l)(l Lee County
Vendor affirms that it is a local business as defined by the Purchasing Policy of the Collier County Board of County
Commissioners and the Regulations Thereto. As defined in Section XI of the Collier County Purchasing Policy;
A "local business" is defined as a business that has a valid occupational license issued by either Collier or lee
County for a minimum of one (1) year prior to a Collier County bid or proposal submission that authorizes the
business to provide the commodities or services to be purchased, and a physical business address located within
the limits of Collier or Lee Counties from which the vendor operates or performs business. Post Office Boxes are
not verifiable and shall not be used for the purpose of establishing said physical address. In addition to the
foregoing, a vendor shall not be considered a "local business" unless it contributes to the economic development
and well-being of either Collier or Lee County in a verifiable and measurable way. This may include, but not be
limited to, the retention and expansion of employment opportunities, the support and increase to either Collier or
Lee County's tax base, and residency of employees and principals of the business within Collier or Lee County.
Vendors shall affirm in writing their compliance with the, foregoing at the time of submitting their bid or prop.osal to. ,
be eligible for consideration as a "local business" under this section.
Vendor must complete the following information:
Year Business Established in DCollier County or ~ lee County: I'S
Number of Employees (Including Owner(s) or Corporate Officers):~
Number of Employees Living in ~ Collier County or IRJ lee (Including Owner(s) or Corporate Officers):
qo '56
If requested by the County, vendor will be required to provide documentation substantiating the information given in
this affidavit. Failure to do so will result in vendor's submission being deemed not applicable.
Vendor Name: "~~1J\I.AO\ \..o,..J'\$C.o.f~ ~ ~\1W~'l\1~1 :t.J,. Date: AJOvt4tv~ )TI, ~OJO
Col1ier or Lee County Address: g.~\5.\ ~~h Ne!.-tlp\~ G.ChJ~~ >f~rNd\. FJlM:J~ ''3H\~S'
Signature: ~~ ' Title: p(l~~ U
STATE OF FLORIDA
o COLLIER COUNTY
~EE COUNTY
,l~
Day of
Sw rn. t9 and Subscribed Before Me, a Notary Public, for the above State and County, on this
IV , 20
~ ~
i) Noial}' i'lIbIicStateofFlarid,
Y"J . Gina 0 .";;trter
'l.C ~!f MyComrn116looDD17S416
~,.,.~.r. ~(; )412212012
.. yft~
..('lW~ .,. A"
My Commission Expires:
(AFFIX OFFICIAL SEAL)
GC-P-7
cJt~ County
~~-~~~1l;..";'co:o.""~~...~""~:ci
Administrative SeNlces DMsion
Purchasing
Immigration Affidavit Certification
Bid # :10-5595
Title: Coronado Parkway/Hunter Blvd. Median, Curbing & Landscape Installation
This Affidavit is required and should be signed, notarized by an authorized principal of the firm and submitted with
formal Invitations to Bid (ITS's) and Request for Proposals (RFP) submittals. Failure to include this Affidavit with
proposal will delay in the consideration and reviewing of vendor's proposals and could result in the vendor's
proposal being deemed non-responsive.
Collier County will not intentionally award County contracts to any vendor who knowingly employs unauthorized
alien workers, constituting a violation of the employment provision contained in 8 U.S.C. Section 1324 a(e) Section
274A(e) of the Immigration and Nationality Act ("INN).
Collier County may consider the employment by any vendor of unauthorized aliens a violation of Section 274A (e)
of the INA. Such Violation by the recipient of the Employment Provisions contained in Section 274A (e) of th,e INA
shall be grounds for unilateral termination of the contract by Collier County.
Company Name
Print Name
Signature
STATE OF
COUNTY OF
NOv
whotra::i pludueeEl
ae--iJc'lliflcatiOn.
.~~~.."f!", Notary ?ubllcSlateofF/orida
~ ,~ Gln,O ~~rter '
~c::""_ ~ MyComm'I.lonOD7754f6 (
,. 'hO" Expires 34/22/2012 Ii'
~,,*,.,,,~~,^,^^. ",,~
The signee of this Affidavit guarantees, as evidenced by the sworn affidavit required herein, the truth and accuracy
of this affidavit to interrogatories hereinafter made. Collier County reserves the'right, at any time, to request
supporting documentation as evidence of the vendor's compliance with this sworn affidavit.
GC-P-8
Upon notification that its Bid has been awarded, the Successful Bidder will execute the
Agreement form attached to the Bidding Documents within ten (10) calendar days and deliver
the Surety Bond or Bonds and Insurance Certificates as required by the Contract Documents.
The bid security attached is to become the property of the Owner in the event the Agreement,
Insurance Certificates and Bonds are not executed and delivered to Owner within the time
above set forth, as liquidated damages, for the delay and additional expense to the Owner, it
being recognized that, since time is of the essence, Owner will suffer financial loss if the
Successful Bidder fails to execute and deliver to Owner the required Agreement, Insurance
Certificates and Bonds within the required time period. In the event of such failure, the total
amount of Owner's damages, will be' difficult, if not impossible, to definitely ascertain and
quantify. It is hereby agreed that it is appropriate and fair that Owner receive liquidated
damages from the Successful Bidder in the event it fails to execute and deliver the Agreement,
Insurance Certificates, and Bonds as required hereunder. The Successful Bidder hereby
expressly waives and relinquishes any right which itmay have to seek to characterize the above
noted liquidated damages as a penalty, which the parties agree represents a fair and
reasonable estimate of Owner's actual damages at the time of bidding if the Successful Bidder
fails to execute and deliver the Agreement, Insurance Certificates, and Bonds in a timely
manner.
Upon receipt of the Notice of Award, the undersigned proposes to commence work at the site
within 5 calendar days from the commencement date stipulated in the written Notice to Proceed
unless the Project Manager, in writing, subsequently notifies the Contractor of a modified (later)
commencement date. The undersigned further agrees to substantially complete all work
covered by this Bid within specific consecutive calendar days (see table below), computed by
excluding the commencement date and including the last day of such period, and to be fully
completed to the point of final acceptance by the Owner after Substantial Completion, computed
by excluding commencement date and including the last day of such period.
Description
Substantial Days
Final Completion Days
Phase I: Curbing and Median
Phase II: Landscape Installation
140
160
120
140
Respectfullv Submitted:
State of r=\\)-i?~ ~ Co\
County of \.~.e..,
\:Jt1v\~ ~. \\~NIVw'l~ , being first duly sworn on oath
deposes and says that the Bidder on the above Bid is organized as indicated and that all
statements herein made are made on behalf of such Bidder and that this deponent is authorized
to make them.
\.:)0\/\<'" T== 'r\ "'IV NVJ I ~ , also deposes and says that it
has examined and carefully prepared its Bid from the Bidding Documents, including the Contract
Drawings and Specifications and has checked the same in detail before submitting this Bid; that
the statements contained herein are true and correct.
GC-P-9
(a) qorporation
The Bidder\ is a corporation organized and existing under the laws of the State of
F\ C>R.~ <.\.0\. which operates under the legal name of
, and the full names of its officers are as follows:
President \:) ~A~ F. ~~N 1\JI/\J"
Secretary \::)o.,k f. \\o.N /oJ",l If
Treasurer b~k F. l:\-~NtVw'/jf
Manager blW\ll'\DN \'h'YYtlYl-e,/
The ?(tes.~leJt
contracts for the company
Dq~~ \'\~~
last sentence if not applicable).
is authorized to sign construction bids and
by action of its Board of Directors taken
, a certified copy of which is hereto attached (strike out this
(b) Co-Partnership
The Bidder is a co-partnership consisting of individual partners whose full names are as follows:
The co-partnership does business under the legal name of:
(c) Individual
The Bidder is an individual whose full name is
operating under a trade name, said trade name is
, and if
DATED No~ \1) ~olo
r;;;wJo. GM
Witne ".~ R.l-
Witne,;1 y
\t~NAJW\Dt l_J "c. Nf'--o A../11vMU4+''l1rJ J 11IIt
legal entity
BY: '\)cu\~ V. tl(JlIV"hAlL~
Nam~
Signature
?R.e); JelV'\
Title
GC-P-10
STATE OF t1~ndp.
COUNTY OF Le,e,.
The foregoi~n~trument was, acknowledged before me this lll-V\ day of ~V I 2010,
by kAMe.. 8MrlU,tA I as ~~Idw1:.- of
4.\o."nu\a la.v\tl~n~ ~tuhM 't'\C. I a ~ corporation, on behalf of the
corporation. ~ is I personally known to me or has produced
as identification and did
(did not) take an oath.
My Commission Expires:
_o.~,5l)1f' Notary PubllcStateofFlorlda
~ . Gina 0 C~rter
'",., ; MyCommllllonDD775416
.'. '-;\.;~';,,\l~ Explrel04I2212012
~~' ", \,j'" -,-.M./V"-^
(AFFIX OFFICIAL SEAL)
NAME:
GC-P-11
~f). ~
(Sign ture of Notary)
~\M D. Carter
(Legibly Printed)
Notary Public, State of Flori ~
Commission No.: \)DI}S41~
BID BOND
KNOW ALL MEN BY THESE PRESENTS, that we Hannula Landscaping and
Irriqation, Inc. (herein after called the Principal) and
RLI Insurance Company _ " ,
(herein called the Surety), a corporation chartered and existing under the laws of the
State of Illinois with its principal offices in the city of Peoria
and authorized to do business in the State of Florida are held and
firmly bound unto the Collier County Board of County Commissioners (hereinafter
called the. O\(\lOer), in the full and' just sum of Fi ve Percent of
Amount BJ.d J.n dollars ($ 5 % of Bid ) good and lawful money
of the United States of America, to be paid upon demand of the Owner, to which
payment well and truly to be made, the Principal and the Surety bind themselves, their
heirs, and executors, administrators, and assigns, jointly and severally and firmly by
these presents. Whereas, the Principal is about to submit, or has submitted to the
Owner, a Bid for furnishing all labor, materials, equipment and incidentals necessary to
furnish, install, and fully complete the Work on the Project known
as
Coronado Parkway and Hunter Blvd. Median, Curbing and Landscape Installation
-- -',' , --, m_.... ,.. -- ,,' . n__ ..,-, .., -..-- --, Bid 'No~ -10:5595'-- _. -- - . ' hO'
NOW, THEREFORE, If the Owner shall accept the Bid of the PRINCIPAL and the PRINCIPAL
shall enter Into the required Agreement with the Owner and within ten days after the date of a
written Notice of Award in accordance with the terms of such Bid, and give such bond or bonds in
an amount of 100% the total Contract Amount as specified In the Bidding Documents or Contract
Documents with good and sufficient surety for the faithful performance of the Agreement and for
the prompt payment of labor, materials and supplies furnished in the prosecution thereof or, in the
event of the failure of the PRINCIPAL to enter Into such Agreement or to give such bond or. bonds,
and deliver to Owner the requIred certificates of insurance, if the PRINCIPAL shall pay to the
OBLIGEE the fixed sum of $ 5% of Bid noted above as liquidated damages, and not as a
penalty, as provided in the Bidding Documents, then this obligation shall be null and void,
otherwise to remain in full force and effect. '
IN TESTIMONY Thereof, the Principal and Surety have caused these presents to b~. duly "
signed and sealed this 17th day of November ,2010. ": '
Hannula LandSrPing and Irrigati9n, Inc. Princip,al
CJJ1fIlJ ~
BY
(SeaQ
RLI Insurance Company
l() IJ ~~~~."'~,
\
r~~~t~:~Y2:~t Producing AMri? fO? I'b""B. Shick
The ProSure Group, Inc
Surety
(Seal)
GC-P-12
RLI@
RLI Surety
P.O. Box 3967 I Peoria, IL 61612-3967
Phone: (800)645-2402 I Fax: (309)689-2036
www.rlicorp.com
POWER OF ATTORNEY
RLI Insurance Company
Know All Men by These Presents:
That this Power of Attorney is not valid or in effect unless attached to the bond which it authorizes executed, but may be detached by the
approving officer if desired.
That RLI Insurance Company, an illinois corporation, does hereby make, constitute and appoint:
David B. Shick
in the City of Tampa . State of Florida its true and lawful Agent and Attorney in Fact, with full
power and authority hereby confen-ed, to sign, execute, acknowledge and deliver for and on its behalf as Surety, the following described
bond.
Any and all bonds, undertakings, and recognizances in an amount not to exceed Ten Million Dollars ($10,000,000) for
any single obligation.
The acknowledgment and execution of such bond by the said Attorney in Fact shall be as binding upon this Company as if such bond had been
executed and acknowledged by the regularly elected officers of this Company.
The RLI Insurance Company further certifies that the following is a true and exact copy of the Resolution adopted by the Board of Directors
ofRLI Insurance Company, and now in force to-wit:
"All bonds, policies, undertakings, Powers of Attorney or other obligations of the corporation shall be executed in the corporate name of
the Company by the President, Secretary, any Assistant Secretary, Treasurer, or any Vice President, or by such other officers as the
Board of Directors may authorize. The President, any Vice President, Secretary, any Assistant Secretary, or the Treasurer may appoint
Attorneys in Fact or Agents who shall have authority to issue bonds, policies or undertakings in the name of the Company. The
corporate seal is not necessary for the validity of any bonds, policies, undertakings, Powers of Attorney or other obligations of the
corporation. The signature of any such officer and the corporate seal may be printed by facsimile. "
IN WITNESS WHEREOF, the RLI Insurance Company has caused these presents to be executed by its Vice President with its
corporate seal affixed this 9th day of July 2010
County of Peoria
} SS
\\\\1UIIIII"II/
,\,'\\~N OJ: 0. /"'I~
","o~ ........ o~'"
i:~~ .... .... ~\
git'" r.Ol\POIl04l'~ ...~;
~ f SE-.A- L i;':~
; I, II ~
~ ", .... .!
~',f. ........... '!>.~
"',l I. L I N 0 \ ~"",
III'"IIIIIU"'\
RLI Insurance Company
State oflllinois
Vice President
On this 9th day of July . 201 0 ,before me, a Notary Public,
personally appeared Roy C. Die ,who being by me duly sworn,
acknowledged that he signed the above Power of Attorney as the aforesaid
officer of the RLI Insurance Company and acknowledged said instrument to be
the voluntary act and deed of said corporation.
CERTIFICATE
By:
Cherie L. Montgomery
~
I, the undersigned officer of RLI Insurance Company, a stock
corporation of the State of Illinois, do hereby certifY that the attached
Power of Attorney is in full force and effect and is irrevocable; and
ftmhermore, that the Resolution of the Company as set forth in the
Power of Attorney, is now in force. In testimony whereof, I have
hereunto set my hand and the seal of the RLI Insurance Company
this'l1th... day of I\:hill=lTh::sr . ?O1 n
Notary Public
RLI Insurance Company
~i.\""il "OFFICIAL SEAL"
:0 >mAAY -
...= ~ CHERIE L. MONTGOMERY
llJNaS COMMISSION EXPIRES 02102/12
Vice President
0948311030110
A0059207
THIS SHEET MUST BE SIGNED BY VENDOR
BOARD OF COUNTY COMMISSIONERS
COLLIER COUNTY, FLORIDA
Purchasing Department
BIDDERS CHECK LIST
IMPORTANT: Please read carefully, sign in the spaces indicated and return with
your Bid.
Bidder should check off each of the following items as the necessary action is completed:
1. The Bid has been signed.
2. The Bid prices offered have been reviewed.
3. The price extensions and totals have been checked.
4. Any required drawings, descriptive literature, etc. have been included.
5. Any delivery information required is included.
6. Local Vendor Preference Affidavit completed.
7. Immigration Affidavit Completed
8. Certificate of Authority to Conduct Business in State of Florida
9. If required, the amount of Bid bond has been checked, and the Bid bond or cashier's
check has been included.
10. Any addenda have been signed and included.
11. The mailing envelope has been addressed to:
Purchasing Director
Collier County Government Center
Purchasing Building
3301 Tamiami Trail, East
Naples, Florida 34112
12. The mailing envelope must be sealed and marked with:
<:>Bid Number;
<:>project Name;
<:>Opening Date.
13. The Bid will be mailed or delivered in time to be received no later than the specified
openinq date and time, otherwise Bid cannot be considered.
ALL COURIER-DELIVERED BIDS MUST HAVE THE BID NUMBER
AND PROJECT NAME ON THE OUTSIDE OF THE COURIER PACKET
_l+~I'JtJ-~~"..J~SC.1'I~ AJi ~J4-f,~ ~(.
Bid~
~ r~~;U
Signature & Tit e
Ntf~ \ t') Q.v) 0
J
Date:
GC-P-13
Cc~ Count.Y
Adminis.trative SelVlces DMsio'n
Purchasing
Email: BrendaBrilhart@colliergov.net
Telephone: (239) 252-8446
FAX: (239) 252-6697
ADDENDUM 1
Memorandum
Date:
10/19/10
From:
Brenda Brilhart, Purchasing Agent
To:
Interested Bidders
Subject:
Addendum # 1: ITB 10M5595 - Coronado Parkway and Hunter Blvd. Median, Curbing
and Landscape Installation
The following clarifications are issued as an addendum identifying the following change (s) for
the referenced solicitation:
The Board of County Commissioners approved a new Immigration Affidavit and added a new
requirement for Vendors / Suppliers / Contractors submitting proposals. That new language and
requirements are attached on the following pages. In order for the proposal to be considered,
the following documents must be submitted with your proposal:
· A signed copy of this Addendum,
· A signed and notarized copy of the Immigration Affidavit attached to this Addendum, and
· A copy of the company's E-Verify profile page or memorandum of understanding
If you require additional information please post a question on the Online Bidding site or contact
me using the above contact information.
c: Darryl Richard, Project Manager
Please sign below and return a copy of this Addendum with your submittal for the above referenced
SOIiClt~ ~ -/,
" ~L--- November 17,2010
(Signature) Date
Hannula Landscaping And Irrigation, Inc.
(Name of Firm)
CONSTRUCTION AGREEMENT
THE BOARD OF COUNTY COMMISSIONERS OF COLLIER COUNTY, FLORIDA,
("Owner") hereby contracts with Hannula Landscaping & Irrigation, Inc. ("Contractor"),
28131 Quails Nest Lane, Bonita Springs, FL34135, a Illinois Corporation, authorized to
do business in the State of Florida, to perform all "Landscap,e and Irrigation Installation"
Part Two ("Work") in connection with Coronado Parkway and Hunter Blvd. Median,
Curbing and Landscape Installation, Bid No. 10-5595 ("Project"), as said Work is set
forth in the Plans and Specifications prepared by McGee & Associates, Inc., the
Engineer and/or Architect of Record ("Design Professional") and other Contract
Documents hereafter specified. Owner and Contractor, for the consideration herein set
forth, agree as follows:
Section 1. Contract Documents.
A. The Contract Documents consist of this Agreement, the Exhibits described in
Section 6 hereof, the Legal Advertisement, the Bidding Documents and any duly
executed and issued addenda, Change Orders, Work Directive Changes, Field Orders
and amendments relating thereto. All of the foregoing Contract Documents are
incorporated by reference and made a part of this Agreement (all of said documents
including the Agreeliient sometimes being referred to he'reiri as the "Contract
Documents" and sometimes as the "Agreement" and sometimes as the "Contract"). A
copy of the Contract Documents shall be maintained by Contractor at the Project site at
all times during the performance of the Work.
B. Owner shall furnish to the Contractor one reproducible set of the Contract
Documents and the appropriate number of sets of the Construction Documents, signed
and sealed by the Design Professional, as are reasonably necessary for permitting.
Section 2. Scope of Work.
Contractor agrees to furnish and pay for all management, supervision, financing, labor,
materials, tools, fuel, supplies, utilities, equipment and services of every kind and type
necessary to diligently, timely, and fully perform and complete in a good and
workmanlike manner the Work required by the Contract Documents.
Section 3. Contract Amount.
In consideration of the faithful performance by Contractor of the covenants in this
Agreement to the full satisfaction and acceptance of Owner, Owner agrees to pay, or
cause to be paid, to Contractor the following amount (herein "Contract Amount"), in
accordance with the terms of this Agreement: Two Hundred Ninety Thousand Eight
Hundred Seventy Nine Dollars & Eighty Six Cents ($290,879.86).
GC-CA-14
Section 4. Bonds.
A. Contractor shall provide Performance and Payment Bonds, in the form
prescribed in Exhibit A, in the amount of 100% of the Contract Amount, the costs of
which are to be paid by Contractor. The Performance and Payment Bonds shall be
underwritten by a surety authorized to do business in the State of Florida and otherwise
acceptable to Owner; provided, however, the surety shall meet the requirements of the
Department of the Treasury Fiscal Service, "Companies Holding Certificates of Authority
as Acceptable Sureties on Federal Bonds and as Acceptable Reinsurance Companies"
circular. This circular may be accessed via the web at www.fms.treas.qov/c570/
c570.html#certified. Should the Contract Amount be less than $500,000, the
requirements of Section 287.0935, F.S. shall govern the rating and classification of the
surety.
B. If the surety for any bond furnished by Contractor is declared bankrupt, becomes
insolvent, its right to do business is terminated in the State of Florida, or it ceases to
meet the requirements imposed by the Contract Documents, the Contractor shall, within
five (5) calendar days thereafter, substitute at its cost and expense another bond and
surety, both of which shall be subject to the Owner's approval.
Section 5.
Contract Time and liQuidated Damaaes.
A. Time of Performance.
Time is of the essence in the performance of the Work under this Agreement. The
"Commencement Date" shall be established in the written Notice to Proceed to be
issued by the Project Manager, as hereinafter defined. Contractor shall commence the
Work within five (5) calendar days from the Commencement Date. No Work shall be
performed at the Project site prior to the Commencement Date. Any Work performed by
Contractor prior to the Commencement Date shall be at the sole risk of Contractor.
Contractor shall achieve Substantial Completion within one hundred and forty (140)
calendar days from the Commencement Date (herein "Contract Time") (see table
below). The date of Substantial Completion of the Work (or designated portions
thereof) is the date certified by the Design Professional when construction is sufficiently
complete, in accordance with the Contract Documents, so Owner can occupy or utilize
the Work (or designated portions thereof) for the use for which it is intended. Contractor
shall achieve Final Completion within twenty (20) of Substantial Completion. Final
Completion shall occur when the Agreement is completed in its entirety, is accepted by
the Owner as complete and is so stated by the Owner as completed. As used herein
and throughout the Contract Documents, the phrase "Project Manager" refers to the
Owner's duly authorized representative and shall mean the Division Administrator or
Department Director, as applicable, acting directly or through duly authorized
representatives.
Description
Substantial Days
Final Completion Days
Phase I: Curbing and Median
140
160
Phase II: Landscape Installation
120
140
GC-CA-15
B. Liquidated Damages in General.
Owner and Contractor recognize that, since time is of the essence for this Agreement,
Owner will suffer financial loss if Contractor fails to achieve Substantial Completion
within the time specified above, as said time may be adjusted as provided for herein. In
such event, the total amount of Owner's damages, will be difficult, if not impossible, to
definitely ascertain and quantify. Should Contractor fail to achieve Substantial
Completion within the number of calendar days established herein, Owner shall be
entitled to assess, as liquidated damages, but not as a penalty, as follows: Phase I -
Median and Curbing one thousand one hundred and forty eight dollars
($1,148.00); Phase II, Landscape Installation five hundred and sixty six dollars
($566.00) for each calendar day thereafter until Substantial Completion is achieved.
Further, in the event Substantial Completion is reached, but the Contractor fails to reach
Final Completion within the required time period, Owner shall also be entitled to assess
and Contractor shall be liable for all actual damages incurred by Owner as a result of
Contractor failing to timely achieve Final Completion. '
The Project shall be deemed to be substantially completed on the date the Project
Manager (or at his/her direction, the Design Professional) issues a Certificate of
Substantial Completion pursuant to the terms hereof. Contractor hereby expressly
waives and relinquishes any right which it may have to seek to characterize the above
noted ,liquidated d~mag~s as a penalty, whic~ the pa~ies agree represents a fair and
reasonable estimate of the Owner's actual damages at the time of contracting if
Contractor fails to Substantially or Finally Complete the Work within the required time
periods.
C. Computation of Time Periods.
When any period of time is referenced by days herein, it shall be computed to exclude
the first day and include the last day of such period. If the last day of any such period
falls on a Saturday or Sunday or on a day made a legal holiday by the law of the
applicable jurisdiction, such day shall be omitted from the computation, and the last day
shall become the next succeeding day which is not a Saturday, Sunday or legal holiday.
D. Determination of Number of Days of Default.
For all contracts, regardless of whether the Contract Time is stipulated in calendar days
or working days, the Owner will count default days in calendar days.
E. Right of Collection.
The Owner has the right to apply any amounts due Contractor under this Agreement or
any other agreement between Owner and Contractor, as payment on such liquidated
damages due under this Agreement in Owner's sole discretion. Notwithstanding
anything herein to the contrary, Owner retains its right to liquidated damages due under
this Agreement even if Contractor, at Owner's election and in its sole discretion, is
allowed to continue and to finish the Work, or any part of it, after the expiration of th~
Contract Time including granted time extensions.
F. Completion of Work by Owner.
In the event Contractor defaults on any of its obligations under the Agreement and
Owner elects to complete the Work, in whole or in part, through another contractor or its
own forces, the Contractor and its surety shall continue to be liable for the liquidated
GC-CA-16
damages under the Agreement until Owner achieves Substantial and Final Completion
of the Work. Owner will not charge liquidated damages for any delay in achieving
Substantial or Final Completion as a result of any unreasonable action or delay on the
part of the Owner.
G. Final Acceptance by Owner.
The Owner shall consider the Agreement complete when the Contractor has completed
in its entirety all of the Work and the Owner has accepted all of the Work and notified
the Contractor in writing that the Work is complete. Once the Owner has approved and
accepted the Work, Contractor shall be entitled to final payment in accordance with the
terms of the Contract Documents.
H. Recovery of Damages Suffered by Third Parties.
Contractor shall be liable to Owner to the extent Owner incurs damages from a third
party as a result of Contractor's failure to fulfill all of its obligations under the Contract
Documents. Owner's recovery of any delay related damages under this Agreement
through the liquidated damages does not preclude Owner from recovering from
Contractor any other non-delay related damages that may be owed to it arising out of or
relating to this Agreement.
Section 6. Exhibits Incorporated.
The following documents are expressly agreed to be incorporated by reference and
made a part of this Agreement.
Exhibit A:
Exhibit B:
Exhibit C:
Exhibit D:
Exhibit E:
Exhibit F:
Exhibit G:
Exhibit H:
Exhibit I:
Exhibit J:
Exhibit K:
Exhibit L:
Exhibit M:
Exhibit N:
Section 7. Notices
Performance and Payment Bond Forms
Insurance Requirements
Release and Affidavit Form
Contractor Application for Payment Form
Change Order Form
Certificate of Substantial Completion Form
Final Payment Checklist
General Terms and Conditions
Supplemental Terms and Conditions
Technical Specifications
Permits
,Standard Details (if applicable)
Plans and Specifications prepared by McGee & Associates
and identified as follows: Coronado Parkway and Hunter Blvd.
Median, Curbing and Landscape Installation
as shown on Plan Sheets 1 through 106.
Contractor's List of Key Personnel
A. All notices required or made pursuant to this Agreement by the Contractor to the
Owner shall be shall be deemed duly served if delivered by U .S: Mail, E-mail or
Facsimile, addressed to the following:
GC-CA-17
'Darryl Richard, Project Manager
Alternative Transportation Modes
2885 S. Horseshoe Drive
Naples, FL 34104
(239) 252M5775
B. All notices required or made pursuant to this Agreement by Owner to Contractor
shall be made in writing and shall be deemed duly served if delivered by U.S. Mail, E-
mail or Facsimile, addressed to the following:
Mr. Dale Hannula, President
Hannula Landscaping & Irrigation, Inc.
28131 Quails Nest Lane
Bonita Springs, FL 34135
Phone: (239) 992.2210 FAX: (239)498.6818
Email: dhannula@hannulalandscapina.com
C. Either party may change its above noted address by giving written notice to the
other party in accordance with the requirements of this Section.
Section 8. PUBLIC ENTITY,CRIMES.
8.1 By its execution of this Contract, Construction Contractor acknowledges that it
has been informed by Owner of the terms of Section 287.133(2)(a) of the Florida
Statutes which read as follows:
"A person or affiliate who has been placed on the convicted vendor list
following a conviction for a public entity crime may not submit a bid on a
contract to provide any goods or services to a public entity for the
construction or repair of a public building or public work, may not submit
bids on leases of real property to a public entity, may not be awarded or
perform work as a contractor, supplier, subcontractor, or consultant under
a contract with any public entity in excess of the threshold amount
provided in s. 287.017 for CATEGORY TWO for a period of 36 months
from the date of being placed on the convicted vendor list."
Section 9. Modification.
No modification or change to the Agreement shall be valid or binding upon the parties
unless in writing and executed by the party or parties intended to be bound by it.
Section 10. Successors and Assians.
Subject to other provisions hereof, the Agreement shall be binding upon and shall inure
to the benefit of the successors and assigns of the parties to the Agreement.
Section 11. Governina Law.
The Agreement shall be interpreted under and its performance governed by the laws of
the State of Florida.
GC-CA-18
Section 12. No Waiver.
The failure of the Owner to enforce at any time or for any period of time anyone or
more of the provisions of the Agreement shall not be construed to be and shall not be a
waiver of any such provision or provisions or of its right thereafter to enforce each and
every such provision.
Section 13. Entire A~reement.
Each of the parties hereto agrees and represents that the Agreement comprises the full
and entire agreement between the parties affecting the Work contemplated, and no
other agreement or understanding of any nature concerning the same has been entered
into or will be recognized, and that all negotiations, acts, work performed, or payments
made prior to the execution hereof shall be deemed merged in, integrated and
superseded by the Agreement.
Section 14. Severabilitv.
Should any provision of the Agreement be determined by a court to be unenforceable,
such a determination shall not affect the validity or enforceability of any other section or
part thereof.
Section 15. "ChanaeOrderAuthorization.
The Project Manager shall have the authority on behalf of the Owner to execute all
Change Orders and Work Directive Changes to the Agreement to the extent provided
for under the Owner's Purchasing Policy and accompanying administrative procedures.
Section 16. Construction.
Any doubtful or ambiguous language contained in this Agreement shall not be
construed against the party who physically prepared this Agreement. The rule
sometimes referred to as "fortius contra proferentum" (pursuant to which ambiguities in
a contractual term which appears on its face to have been inserted for the benefit of one
of the parties shall be construed against the benefited party) shall not be applied to the
construction of this Agreement.
Section 17. Order of Precedence
In the event of any conflict between or among the terms of any of the Contract
Documents, the terms of the Construction Agreement and the General Terms and
Conditions shall take precedence over the terms of all other Contract Documents,
except the terms of any Supplemental Conditions shall take precedence over the
Construction Agreement and the General Terms and Conditions. To the extent any
conflict in the terms of the Contract Documents cannot be resolved by application of the
Supplemental Conditions, if any, or the Construction Agreement and the General Terms
and Conditions, the conflict shall be resolved by imposing the more strict or costly
obligation under the Contract Documents upon the Contractor at Owner's discretion.
GC-CA-19
IN WITNESS WHEREOF, the parties have executed this Agreement on the date(s)
indicated below.
1WZITNE~SES
\. ~~~-
FIRST WITNESS
- /J~)Jct:tLL/
Type/Print Name '
~ ~[A)lO~
ECOND NESS
Swtfg,.; ::t!}f NIL 'O-fY/ S IV]
Type/Pri[1,t'., me,.;t)';." '",
, tt~j;~~iJ,;:"":;~r ... ...
Date{'-~W) !: :"4 1Jj,t
" t\M.... ", ' "',',ii"",..' . ~', '
I. . '.. "}, \,~ lI' , ',:
" '" '." " :.-~ >', :.,"-..t::: '.
AT"T~".","'" "fI' . ';,.:;..'., "", ,,-1.
1'1,1 n"-: 'at..:".;,
-'. ,- -';lr~F,." ~,!, ...~,
:: 0., :.}.:. ',: ;'. ;--.~~,1~_~~1: . '-: .l.~",_;~_,:. '.~~_:
DwignfE. Biock~Clerk'
BY:Jtw" , ... ~,.Jla,' 'hl9i, ) 0. c.. .
~ , 0-
.'
Ap oved As JI1J;;
a d egltuUt6~L-.
Print Name: SCOTT R. TEACH
County Attorney --DEPUTY
CONTRACTOR:
Hannula Landscaping & Irrigation, Inc.
By: (J~~
D~lc.. f: It-et^,~wlA ?(l~i~~
Type/Print Name and Title
OWNER:
BOARD OF COUNTY COMMISSIONERS OF
COLLIER COUNTY FLORIDA
BY:
~_ n
~W.'-
GC-CA-20
EXHIBIT B
INSURANCE REQUIREMENTS
The Vendor shall at its own expense, carry and maintain insurance coverage from responsible companies duly
authorized to do business in the State of Florida as set forth in EXHIBIT B of this solicitation. The Vendor shall
procure and~ maintain property insurance upon the entire project, if required, to the full insurable value of the
scope of work.
The County and the Vendor waive against each other and the County's separate Vendors, Contractors, Design
Consultant, Subcontractors, agents and employees of each and all of them, all damages covered by property
insurance provided herein, except such rights as they may have to the proceeds of such insurance. The
Vendor and County shall, where appropriate, require similar waivers of subrogation from the County's separate
Vendors, Design Consultants and Subcontractors and shall require each of them to include similar waivers in
their contracts.
Collier County shall be responsible for purchasing and maintaining its own liability insurance.
Certificates issued as a result of the award of this solicitation must identify "For any and all work performed on
behalf of Collier County."
The General Liability Policy provided by Vendor to meet the requirements of this solicitation shall name Collier
County, Florida, as an additic;narInsure'cfas to the operations of Vendor under this solicitation and shali contain
a severability of interests provisions.
The Certificate Holder shall be named as Collier County Board of County Commissioners, OR, Board of
County Commissioners in Collier County, OR Collier County Government, OR Collier County.
The amounts and types' of insurance coverage shall conform to the minimum requirements set forth in
EXHIBIT B with the use of Insurance Services Office (ISO) forms and endorsements or their equivalents. If
Vendor has any self-insured retentions or deductibles under any of the below listed minimum required
coverage, Vendor must identify on the Certificate of Insurance the nature and amount of such self- insured
retentions or deductibles and provide satisfactory evidence of financial responsibility for such obligations. All
self-insured retentions or deductibles will be Vendor's sole responsibility.
Coverage~ shall be maintained without interruption from the date of commencement of the Work until the
date of completion and acceptance of the scope of work by the County or as specified in this solicitation...
whichever is longer.
The Vendor and/or its insurance carrier shall provide thirty (30) days written notice to the County of policy
cancellation or non-renewal on the part of the insurance carrier or the Vendor. The Vendor shall also notify the
County, in a like manner, within twenty-four (24) hours after receipt, of any notices of expiration, cancellation,
non-renewal or material change in coverage or limits received by Vendor from its insurer and nothing
contained herein shall relieve Vendor 'of this requirement to provide notice. In the event of a reduction in the
aggregate limit of any policy to be provided by Vendor hereunder, Vendor shall immediately take steps to have
the aggregate limit reinstated, to the full extent permitted under such policy.
Should at any time the Vendor not maintain the insurance coverageOO required herein, the County may
terminate the Agreement or at its sole discretion shall be authorized to purchase such coverage~ and charge
the Vendor for such coverage~ purchased. If Vendor fails to reimburse the County for such costs within thirty
(30) days after demand, the County has the right to offset these costs from any amount due Vendor under this
GC-CA-C-1
Agreement or any other agreement between the County and Vendor. The County shall be under no obligation
to purchase such insurance, nor shall it be responsible for the coverage~ purchased or the insurance
company or companies used. The decision of the County to purchase such insurance coverage~ shall in no
way be construed to be a waiver of any of its rights under the Contract Documents.
If the initial or any subsequently issued Certificate of I nsurance expires prior to the completion of the scope of
work, the Vendor shall furnish to the County renewal or replacement Certificate(s) of Insurance not later than
ten (10) calendar days after the expiration date on the certificate. Faill,lre of the Vendor to provide the County
with such renewal certificate(s) shall be considered justification for the County to terminate any and all
contracts.
GC-CA-C-2
Collier County Florida
Insurance and Bonding Requirements
;\~jjJ~Y:{~1l~:ll{~9J!~lfYR~Jillml~1~~l~~ir~B~g:t!lrID!IllimlI~lflljt~111~~L;i~~f~<<itlllJ~!t;fW~jJ1WfJllimm~~lill!ljfiij,:~!lilli'L\~1iiI11~.~'It'tlr~~~~~~~M~~[~;Y@l~
1. ~ Worker's Statutory Limits' of Florida Statutes, Chapter 440 and all Federal Government
Compensation Statutory Limits and Requirements
2. ~ Employer's Liability
3. ~ Commercial General
Liability (Occurrence Form)
patterned after the current
ISO form
4. ~ Indemnification
4. ~ Automobile Liability
$1,000.000 single limit per occurrence
Bodily Injury and Property Damage
$2,000.000 single limit per occurrence
To the maximum extent permitted by Florida law, the
ContractorNendor/Consultant shall indemnify and hold harmless Collier
County, its officers and employees from any and all liabilities, damages,
losses and costs, including, but not limited to, reasonable attorneys' fees and
paralegals' fees, to the extent caused by the negligence, recklessness, or
intentionally wrongful conduct of the ContractorNendor/Consultant or anyone
employed or utilized, by the ContractorNendor/Consultant in the performance
of this Agreement. This indemnification obligation shall not be construed to
negate, abridge or reduce any other rights or remedies which otherwise may
be available to an iride'mnified party orperson described in this paragraph.
, This section does not pertain to any incident arising from the sole negligence
of Collier County.
$ 1,000,000 Each Occurrence; Bodily Injury & Property Damage.
Owned/Non-owned/Hired; Automobile Included
5. D Other insurance as 0 Watercraft
noted:
6. ~ Bid bond
$
Per Occurrence
o United States Longshoreman's and Harborworker's Act coverage shall be
maintained where applicable to the completion of the work.
$ Per Occurrence
o Maritime Coverage (Jones Act) shall be maintained where applicable to
the completion of the work.
$
Pef Occurrence
o Aifcraft Liability coverage shall be carried in limits of not less than
$5,000.000 each occurrence if applicable to the completion of the Services
undef this Agreement.
o Pollution
$
$
Per Occurrence
Pef Occurrence
o Project Professional Liability
o Valuable Papers Insurance
$
$
Per Occurrence
Per Occurrence
Shall be submitted with proposal response in the form of certifie,d funds,
cashiers' check or an irrevocable lettef of credit, a cash bond posted with the
County Clerk. or proposal bond in a sum equal to 5% of the cost proposal. All
checks shall be made payable to the Collier County Board of County
GC-CA-C-3
Commissioners on a bank or trust company located in the State of Florida and
insured by the Federal Deposit Insurance Corporation.
7. jgJ Performance and
Payment Bonds
For projects in excess of $200,000, bonds shall be submitted with the
executed contract by Proposers receiving award. and written for 100% of the
Contract award amount, the cost borne by the Proposer receiving an award.
The Performance and Payment Bonds shall be underwritten by a surety
authorized to do business in the State of Florida and otherwise acceptable to
Owner; provided, however, the surety shall be rated as "A-" or better as to
general policy holders rating and Class V or higher fating as to financial size
category and the amount required shall not exceed 5% of the reported policy
holders' surplus, all as reported in the most current Best Key Rating Guide,
published by AM. Best Company, Inc. of 75 Fulton Street, New York, New
York 10038.
8. 1ZI Vendor shall ensure that all subcontractors comply with the same insurance requirements that he is
required to meet. The same Vendor shall provide County with certificates of insurance meeting the required
insurance provisions.
9. C8J Collier County must be named as "ADDITIONAL INSURED" on the Insurance Certificate for
Commercial General Liability where required, ,.- - - - .. , ,,--
10. 1ZI The Certificate Holder shall be named as Collier County Board of County Commissioners, OR, Board of
County Commissioners in Collier County, OR Collier County Government, OR Collier County.
11. 1ZI Thirty (30) Days Cancellation Notice required.
Vendor's Insurance Statement
We understand the insurance requirements of these specifications and that the evidence of insurability may be
required within five (5) days of the award of this solicitation.
Name of Firm
_~~~lW..,"l'" Date d""""<r .9.5, :l~\.t
DIIV~~. r\lbJt~.h~l,\
~\f.;,^o~ -:tcvSwR~NUv
~ ~'tA.l\ Telephone Number 9.3'1- '-\~S-"'Jo:t
Vendor Signature
Print Name
Insurance Agency
Agent Name
Client#: 33375
HANLA1
ACORDrn
CERTIFICATE OF LIABILITY INSURANCE
DATE (MM/DDIYYYY)
01/25/2011
THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS
CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES
BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED
REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER.
IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to
the terms and conditions of the polley, certain policies may require an endorsement. A statement on this certificate does not confer rights to the
certificate holder in lieu of such endorsement(s).
PRODUCER
Gulfshore Insurance, Inc.
4100 Goodlette Road North
Naples, FL 34103 -3303
239 261-3646
AlC, No : 239 435-0598
CUSTOMER 10 #:
Hannula Landscaping & Irrigation, Inc.
28131 Quails Nest Ln
Bonita Springs, FL 34135-6930
INSURER(S) AFFORDING COVERAGE
INSURER A: FCCllnsurance Company
NAIC#
INSURED
INSURER B :
INSURER C :
INSURER D :
INSURER E :
INSURER F :
COVERAGES
CERTIFICATE NUMBER:
REVISION NUMBER:
THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD
INDICATED, NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS
CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,
EXCLUSIONS AND CONDITIONS OF SUCH POLICIES, LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS.
L~~R DDL UBR P~~J86~ P~~J86~
TYPE OF INSURANCE NSR NVD POLICY NUMBER LIMITS
A GENERAL LIABILITY X GLOO067393 P1/13/2011 01/13/2012 EACH OCCURRENCE 51.000,000
-
X COMMERCIAL GENERAL LIABILITY DA D 5100,000
PREMISES CEa occurrencel
I CLAIMS-MADE ~ OCCUR MED EXP (Anyone person) 55,000
--.! PO Oed:1,000 PERSONAL & ADV INJURY 51,000,000
- GENERAL AGGREGATE 52,000,000
~'LAGGRE~E LIMIT APnS PER: PRODUCTS - COMP/OP AGG 52,000,000
POLICY X P,bW;: LOC 5
A AUTOMOBILE LIABILITY CA00100453 ~1/13/2011 01/13/201;.! COMBINED SINGLE LIMIT 51 000 000
- (Ea accident)
X ANY AUTO
- BODILY INJURY (Per pernon) 5
ALL OWNED AUTOS
- BODILY INJURY (Per accident) 5
X SCHEDULED AUTOS PROPERTY DAMAGE
HIRED AUTOS (Per accldenl) S
X NON-OWNED AUTOS S
~
$
A ~ UMBRELlA L1AB ~ OCCUR UMBOO062123 01/13/2011 01/13/2012 EACH OCCURRENCE 53 000.000
EXCESS LIAB CLAIMS-MADE AGGREGATE 53 000.000
'--- DEDUCTIBLE 5
X RETENTION 5 10000 5
A WORKERS COMPENSATION 001WC11A40029 01/01/2011 01/01/201;.! X l~rfR~~~lli;:" I IgJH-
AND EMPLOYERS' LIABILITY Y/N
ANY PROPRIETORlPARTNER/EXECUTIVECYJ E,L, EACH ACCIDENT 5500,000
OFFICER/MEMBER EXCLUDED? N/A
(Mandatory In NH) E,L, DISEASE - EA EMPLOYEE 5500,000
11 yes, describe under 5500,000
DESCRIPTION OF OPERATIONS below E.L DISEASE - POLICY LIMIT
DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (Attach ACORD 101, Additional Remarks Schedule, If more space Is required)
Project: Coronado Parkway & Hunter Blvd. Median, Curbing -And Landscaping Installation.
Collier County are Named as Additional Insured with Respects to General Liability per CG2033 0704.
CERTIFICATE HOLDER
CANCELLATION
Collier County Board of County
Commissioners
3301 Tamiami Trail East
Naples, FL 34112
SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE
THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN
ACCORDANCE WITH THE POLICY PROVISIONS.
AUTHORIZED REPRESENTATIVE
ACORD 25 (2009/09) 1 of 1
#S463031/M460802
@1988-2009ACORD CORPORATION. All rights reserved.
The ACORD name and logo are registered marks of ACORD
STY
Qualifier Certification Informati'on
CDPR2307 - Qualifier Certification Information
Collier County Board of County Commissioners
CD-Plus for Windows
Printed on 9/30/201 4:35:44PM
CERT NBR:
35010
QUALIFIER NBR:
12870
DALE F. HANNULA
CLAS'::: com::: 4235
LANDSCAPING RESTRICTED CONTR.
STATE NBR:
COUNTY COMP CARD:
STATE EXP
LIAB EXP
1/13/2011
WC EXP
1/1/2011
ORIG ISSD
3/2/2010
RENEWAL
EXPIRES
9/30/2011
DBA:
HANNULA LANDSCAPING AND IRRIGA
WC EXEMPT: Y
OL EXEMPT: Y
ADDRESS: 28131 QUAILS NEST LANE
EXEMPT EXP DATE: 4/29/2011
CITY:
BONITA SPRINGS
FL
34135-
PHONE:
(239) 992-2210
FAX:
(239)498-6818
Qualifier Certification Information
CDPR2307 - Qualifier Certification Information
Collier County Board of County Commissioners
CD- Plus for Windows
Printed on 9/30/201 4:36:31PM
CERT NBR:
35011
QUALIFIER NBR:
12870
DALE F. HANNULA
CLASS CODE: 4220
IRRIGATION SPRINKLER CONTR.
'STATE NBR:
COUNTY COMP CARD:
STATE EXP
LIAB EXP
1/13/2011
WC EXP
1/1/2011
ORIG ISSD
3/2/2010
RENEWAL
EXPIRES
9/30/2011
DBA:
HANNULA LANDSCAPING AND IRRIGA
WC EXEMPT: Y
OL EXEMPT: Y
ADDRESS: 28131 QUAILS NEST LANE
EXEMPT EXP DATE: 4/29/2011
CITY:
BONITA SPRINGS
FL
34135-
PHONE:
(239) 992-2210
FAX:
(239)498-6818
EXHIBIT C
RELEASE AND AFFIDAVIT FORM
COUNTY OF COLLIER )
STATE OF FLORIDA)
Before me, the undersigned authority, personally appeared
who after being duly sworn, deposes and says:
(1) In accordance with the Contract Documents and in consideration of $ paid,
("Contractor") releases and waives for itself and it's subcontractors,
material-men, successors and assigns, all claims demands, damages, costs and expenses, whether in contract or in tort,
against the Board of County Commissioners of Collier County, Florida, relating in any way to the performance of the
Agreement between Contractor and Owner dated , 2010 for the period from
to , excluding all retainage withheld and any pending claims or
disputes as expressly specified as follows:
(2) Contractor certifies for itself and its subcontractors, material-men, successors and assigns, that all charges for
labor, materials, supplies, lands, licenses and other expenses for which Owner might be sued or for which a,lien or a
demand against any payment bond might be filed, have been fully satisfied and paid,
(3) To the maximum extent permitted by law, Contractor agrees to indemnify, defend and save harmless Owner from
all demands or suits, actions, claims of liens or other charges filed or asserted against the Owner arising out of the
performance by Contractor of the Work covered by this Release and Affidavit.
[4} 'This Release and Affidavit IS given in 'conneCtion. 'with Contrador's[monthfy/fiiial] Application for' Payment No'-
CONTRACTOR
BY:
ITS:
President
DATE:
Witnesses
STATE OF
COUNTY OF
The foregoing instrument was acknowledged before me this _ day of ,2010, by
,as cl ,a
corporation, on behalf of the corporation. He/she is personally known to me or has produced
as identification and did (did not) take an oath,
My Commission Expires:
(Signature of Notary)
NAME:
(Legibly Printed)
(AFFIX OFFICIAL SEAL)
Notary Public, State of
Commissioner No.:
GC-CA-C-5
EXHIBIT D
FORM OF CONTRACT APPLICATION FOR PAYMENT
(County Project Manager)
(County Department)
Collier County Board of County Commissioners (the OWNER) or
Collier County Water-Sewer District (the OWNER)
Bid No.
Project No.
Application Date
FROM:
(Contractor's Representative) Payment Application No.
(Contractor's Name) for Work accomplished through the Date:
(Contractor's Address)
RE:
(Project Name)
Original Contract Time:
Revised Contract Time:
%
%
Original Contract Price: $
Total Change Orders to Date $
Revised Contract Amount $
Total value of Work Completed
and stored to Date $
Less Retainage $
Total Earned Less Retainage $
Less previous payment (s) $
AMOUNT DUE THIS
APPLICATION: $
Retainage @ 10% thru[insert date] $
Retainage @ _% after [insert date] $
=
Percent Work completed to Date:
Percent Contract Time completed to Date
Liquidated Damages to be Accrued $
Remaining Contract Balance $
ATTACH SCHEDULE OF VALUES AND ACCOMPANYING DOCUMENTATION TO THIS APPLICATION
CONTRACTOR'S CERTIFICATION: The undersigned CONTRACTOR certifies that: (1) all previous progress payments
received from OWNER on account of Work done under the Contract referred to above have been applied to discharge in
full all obligations of CONTRACTOR incurred in connection with W9rk covered by prior Applications for Payment
numbered 1 through _ inclusive; (2) title to all materials and equipment incorporated in said Work or otherwise listed
in or covered by this Application for Payment will pass to OWNER at time of payment free and clear of all liens, claims,
security interests and encumbrances (except such as covered by Bond acceptable to OWNER); (3) all amounts have
been paid for work which previous payments were issued and received from the OWNER and that current payment is now
due; and (4) CONTRACTOR has only included amounts in this Application for Payment properly due and owing and
CONTRACTOR has not included within the above referenced amount any claims for unauthorized or changed Work that
has not been properly approved by Owner in writing and in advance of such Work.
By CONTRACTOR: (Contractor's Name)
(Signature) DATE:
(Type Name & Title)
(shall be signed by a duly authorized representative of CONTRACTOR)
Payment to the CONTRACTOR for the above AMOUNT DUE THIS APPLICATION is recommended:
By Design Professional:
(DP's Name)
(Signature) DATE:
(Type Name & Title)
Payment to the CONTRACTOR for the above AMOUNT DUE THIS APPLICATION is approved:
By OWNER'S Project Manager:
(Signature) DATE:
(Type Name and Title)
GC-CA-D-1
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C
EXHIBIT E
CHANGE ORDER
TO:
Project Name:
Bid No.:
Change Order No.:
Change Order Description
FROM: Collier County Government
Construction Agreement Dated:
Date:
Original Agreement Amount ....... ........................ ............ ....... .........$
Sum of previous Change Orders Amount .......................................$
This Change Order Amount ........................................................... $
Revised Agreement Amount........................................................... $
Original Contract Time in calendar days
Adjusted number of calendar days due to previous Change Orders
This Change Order adjusted time is
Revised Contract Time in calendar days
Original Notice to Proceed Date
Completion date based on original Contract Time
Revised completion date
Contractor's acceptance of this Change Order shall constitute a modification to the Agreement
and will be performed subject to all the same terms and conditions as contained in the
Agreement, as if the same were repeated in this acceptance. The adjustments, if any, to the
Agreement shall constitute a full and final settlement of any and all claims of the Contractor
arising out of, or related to, the change set forth herein, including claims for impact and delay
costs.
Prepared by: Date:
Project Manager
Recommended by:
Design Professional
Date:
Accepted by:
Approved by:
Date:
Contractor
Date:
Department Director
Approved by:
Date:
Division Administrator
Approved by:
Purchasing Department
Authorized by
Director
Date:
Date:
(For use by Owner: Fund
Number: )
Cost Center:
Object Code:
Project
GC-CA-E-5
EXHIBIT F
CERTIFICATE OF SUBSTANTIAL COMPLETION
OWNER'S Project No.
PROJECT:
Design Professional's Project No.
CONTRACTOR
Contract For
Contract Date
This Certificate of Substantial Completion applies to all Work under the Contract Documents or to the
following specified parts thereof:
To
OWNER
And
To
Substantial Completion is the state in the progress of the Work when the Work (or designated
portion) is sufficiently complete in accordance with the Contract Documents so that the Owner
can occupy or utilize the Work for its intended use. The Work to which this Certificate applies has
been inspected by authorized representatives of OWNER, CONTRACTOR AND DESIGN
PROFESSIONAL, and that Work is hereby declared to be substantially complete in accordance with the
requirements of the Contract Documents on:
DATE OF SUBSTANTIAL COMPLETION
A tentative list of items to be completed or corrected is attached hereto. This list may not be all-inclusive,
and the failure to include an item in it does not alter the responsibility of CONTRACTOR to complete all
the Work in accordance with the Contract Documents. The items in the tentative list shall be completed
or corrected by CONTRACTOR within days of the above date of Substantial Completion.
GC-CA-F-1
The responsibilities between OWNER and CONTRACTOR for security, operation, safety, maintenance,
heat, utilities, insurance and warranties shall be as follows:
RESPONSIBILITIES:
OWNER:
CONTRACTOR
The following documents are attached to and made a part of this Certificate:
This certificate does not constitute an acceptance of Work not in accordance with the Contract
Documents nor is it a release of CONTRACTOR'S obligation to complete the Work in accordance with the
Contract Documents,
Executed by Design Professional on
,2010
Design Professional
By:
Type Name and Title
CONTRACTOR accepts this Certificate of Substantial Completion on
,2010
CONTRACTOR
By:
Type Name and Title
OWNER accepts this Certificate of Substantial Completion on
,2010
OWNER
By:
Type Name and Title
GC-CA-F-2
Bid No.:
Contractor:
EXHIBIT G
FINAL PAYMENT CHECKLIST
Project No.:
Date:
,2010
The following items have been secured by the
for the Project known as
and have been reviewed and found to comply with the requirements of the Contract Documents.
Original Contract Amount: Final Contract Amount:
Commencement Date:
Substantial Completion Time as set forth in the Agreement: Calendar Days.
Actual Date of Substantial Completion:
Final Completion Time as set forth in the Agreement: Calendar Days,
Actual Final Completion Date:
YES NO
If any of the above is not applicable, indicate by N/A
explanation.
Acknowledgments:
By Contractor:
,,__ _5.
6,
7,
1.
2,
3,
All Punch List items completed on
Warranties and Guarantees assigned to Owner (attach to this form).
Effective date of General one year warranty from Contractor is:
4.
2 copies of Operation and Maintenance manuals for equipment and
system submitted (list manuals in attachment to this form),
As,:,Built ,drawings obtained,and dated:
Owner personnel trained on system and equipment operation.
Certificate of Occupancy No.:
issued on (attach to this form),
Certificate of Substantial Completion issued on
Final Payment Application and Affidavits received from Contractor on:
8.
9.
10,
11.
12.
Consent of Surety received on
Operating Department personnel notified Project is in operating phase.
All Spare Parts or Special Tools provided to Owner:
13.
Finished Floor Elevation Certificate provided to Owner:
14.
Other:
If NO is checked for any of the above, attach
(Company Name)
(Signature)
(Typed Name & Title)
By Design
Professional:
(Firm Name)
(Signature)
(Typed Name & Title)
(Department Name)
(Signature)
(Name & Title)
By Owner:
GC-CA-G-1
EXHIBIT H
GENERAL TERMS AND CONDITIONS
1. INTENT OF CONTRACT DOCUMENTS.
1.1 It is the intent of the Contract Documents to describe a functionally complete
Project (or portion thereof) to be constructed in accordance with the Contract
Documents. Any work, materials or equipment that may reasonably be inferred from
the Contract Documents as being required to produce the intended result shall be
supplied whether or not specifically called for. When words which have a well known
technical or trade meaning are used to describe work, materials or equipment, such
words shall be interpreted in accordance with that meaning. Reference to standard
specifications, manuals or codes of any technical society, organization or association or
to the laws or regulations of any governmental authority having jurisdiction over the
Project, whether such reference be specific or by implication, shall mean the latest
standard specification, manual, code, law or regulation in effect at the time the Work is
performed, except as may be otherwise specifically stated herein.
1.2 If before or during the performance of the Work Contractor discovers a conflict,
error or discrepancy in the Contract Documents, Contractor immediately shall report
same to the Project Manager in writing and before proceeding with the Work affected
thereby shalrbbtain a'-written interpretation or clarification frorri the Project Manager;
said interpretation or clarification from the Project Manager may require Contractor to
consult directly with Design Professional or some other third party, as directed by
Project Manager. Contractor shall take field measurements and verify field conditions
and shall carefully compare such field measurements and conditions and other
information known to Contractor with the Contract Documents before commencing any
portion of the Work.
1.3 Drawings are intended to show general arrangements, design and extent of Work
and are not intended to serve as shop drawings. Specifications are separated into
divisions for convenience of reference only and shall not be interpreted as establishing
divisions for the Work, trades, subcontracts, or extent of any part of the Work. In the
event of a discrepancy between or among the drawings, specifications or other Contract
Document provisions, Contractor shall be required to comply with the provision which is
the more restrictive or stringent requirement upon the Contractor, as determined by the
Project Manager. Unless otherwise specifically mentioned, all anchors, bolts, screws,
fittings, fillers, hardware, accessories, trim and other parts required in connection with
any portion of the Work to make a complete, serviceable, finished and first quality
installation shall be furnished and installed as part of the Work, whether or not called for
by the Contract Documents.
2. INVESTIGATION AND UTILITIES.
2.1 Subject to Section 2.3 below, Contractor shall have the sole responsibility of
satisfying itself concerning the nature and location of the Work and the general and
local conditions, and particularly, but without limitation, with respect to the following:
those affecting transportation, access, disposal, handling and storage of materials;
availability and quality of labor; water and electric power; availability and condition of
GC-CA-H-1
roads; work area; living facilities; climatic conditions and seasons; physical conditions at
the work-site and the project area as a whole; topography and ground surface
conditions; nature and quantity of the surface materials to be encountered; subsurface
conditions; equipment and facilities needed preliminary to and during performance of
the Work; and all other costs associated with such performance. The failure of
Contractor to acquaint itself with any applicable conditions shall not relieve Contractor
from any of its responsibilities to perform under the Contract Documents, nor shall it be
considered the basis for any claim for additional time or compensation.
2.2 Contractor shall locate all existing roadways, railways, drainage facilities and
utility services above, upon, or under the Project site, said roadways, railways, drainage
facilities and utilities being referred to in this Sub-Section 2.2 as the "Utilities".
Contractor shall contact the owners of all Utilities to determine the necessity for
relocating or temporarily interrupting any Utilities during the construction of the Project.
Contractor shall schedule and coordinate its Work around any such relocation or
temporary service interruption. Contractor shall be responsible for properly shoring,
supporting and protecting all Utilities at all times during the course of the Work. The
Contractor is responsible for coordinating all other utility work so as to not interfere with
the prosecution of the Work (except those utilities to be coordinated by the Owner as
may be expressly described elsewhere in the Contract Documents).
2.3 Notwithstandinganything"in the' ContraCt D'6cume'nts to the contrary, if conditions
are encountered at the Project site which are (i) subsurface or otherwise concealed
physical conditions which differ materially from those indicated in the Contract
Documents or (ii) unknown physical conditions of an unusual nature, which differ
materially from those ordinarily found to exist and generally recognized as inherent in
construction activities of the character provided for in the Contract Documents, and
which reasonably should not have been discovered by Contractor as part of its scope of
site investigative services required pursuant to the terms of the Contract Documents,
then Contractor shall provide Owner with prompt written notice thereof before conditions
are disturbed and in no event later than three (3) calendar days after first observance of
such conditions.
Owner and Design Professional shall promptly investigate such conditions and, if they
differ materially and cause an increase or decrease in Contractor's cost of, or time
required for, performance of any part of the Work, Owner will acknowledge and agree to
an equitable adjustment to Contractor's compensation or time for performance, or both,
for such Work. If Owner determines that the conditions at the site are not materially
different from those indicated in the Contract Documents or not of an unusual nature or
should have been discovered by Contractor as part of its investigative services, and that
no change in the terms of the Agreement is justified, Owner shall so notify Contractor in
writing, stating its reasons. Claims by Contractor in opposition to such determination by
Owner must be made within seven (7) calendar days after Contractor's receipt of
Owner's written determination notice. If Owner and Contractor cannot agree on an
adjustment to Contractor's cost or time of performance, the dispute resolution procedure
set forth in the Contract Documents shall be complied with by the parties.
GC-CA-H-2
3. SCHEDULE.
3.1 The Contractor, within ten (10) calendar days after receipt of the Notice of Award,
shall prepare and submit to Project Manager, for their review and approval, a progress
schedule for the Project (herein "Progress Schedule"). The Progress Schedule shall
relate to all Work required by the Contract Documents, and shall utilize the Critical Path
method of scheduling and shall provide for expeditious and practicable execution of the
Work within the Contract Time. The Progress Schedule shall indicate the dates for
starting and completing the various stages of the Work.
3.2 The Progress Schedule shall be updated monthly by the Contractor. All monthly
updates to the Progress Schedule shall be subject to the Project Manager's review and
approval. Contractor shall submit the updates to the Progress Schedule with its
monthly Applications for Payment noted below. The Project Manager's review and
approval of the submitted Progress Schedule updates shall be a condition precedent to
the Owner's obligation to pay Contractor.
3.3 All work under this Agreement shall be performed in accordance with the
requirements of all Collier County Noise Ordinances then in effect. Unless otherwise
specified, work will generally be limited to thla hours of 7:00 a.m. to 5:00 p.m., Monday
through Friday. No work shall be performed outside the specified hours without the
" prior approval of the Project Manager.
4. PROGRESS PAYMENTS.
4.1 Prior to submitting its first monthly Application for Payment, Contractor shall
submit to Project Manager, for their review and approval, a schedule of values based
upon the Contract Price, listing the major elements of the Work and the dollar value for
each element. After its approval by the Project Manager, this schedule of values shall
be used as the basis for the Contractor's monthly Applications for Payment. This
schedule shall be updated and submitted each month along with a completed copy of
the Application for Payment form signed by the Contractor's authorized representative
and attached to the Agreement as Exhibit D.
4.2 Prior to submitting its first monthly Application for Payment, Contractor shall
provide to the Project Manager the list of its Subcontractors and materialmen submitted
with its Bid showing the work and materials involved and the dollar amount of each
subcontract and purchase order. Contractor acknowledges and agrees that any
modifications to the list of Subcontractors submitted with Contractor's Bid and any
subsequently identified Subcontractors are subject to Owner's prior written approval.
The first Application for Payment shall be submitted no earlier than thirty (30) days after
the Commencement Date. Notwithstanding anything herein to the contrary, if approved
by Owner in its sole discretion, Contractor may submit its invoice for any required
Payment and Performance Bonds prior to the first Application of Payment provided that
Contractor has furnished Owner certified copies of the receipts evidencing the premium
paid by Contractor for the bonds.
4.3 Unless expressly approved by Owner in advance and in writing, said approval at
Owner's sole discretion, Owner is not required to make any payment for materials or
GC-CA-H-3
equipment that have not been incorporated into the Project. If payment is requested on
the basis of materials and equipment not incorporated into the Project, but delivered
and suitably stored at the site or at another location, and such payment and storage
have been agreed to by Owne'r in writing, the Application for Payment also shall be
accompanied by a bill of sale; invoice or other documentation warranting that the Owner
has received the materials and equipment free and clear of all liens, charges, security
interests and encumbrances, together with evidence that the materials and equipment
are covered by appropriate property insurance and other arrangements to protect
Owner's interest therein, all of which shall be subject to the Owner's satisfaction.
Thereafter, with each Application for Payment, Contractor also shall complete and
submit to Owner as. part of its Application for Payment, the Stored Materials Record
attached hereto and made a part hereof as Exhibit D.
4.4 Contractor shall submit six (6) copies of its monthly Application for Payment to
the Project Manager or his or her designee, as directed by Owner (which designee may
include the Design Professional). After the date of each Application for Payment is
stamped as received and within the timeframes set forth in Section 218.735 F.S., the
Project Manager, or Design Professional, shall either: (1) Indicate its approval of the
requested payment; (2) indicate its approval of only a portion of the requested payment,
stating in writing its reasons therefore; or (3) return the Application for Payment to the
CODtractor indicating, in writing, the reason for refusil1g to, approve payment. Payments
of proper invoices in the amounts approved shall be processed and paid in accordance
with Section 218.735, F.S. and the administrative procedures established by the
County's Purchasing Department and the Clerk of Court's Finance Department
respectively.
In the event of a total denial by Owner and return of the Application for Payment by the
Project Manager, the Contractor may make the necessary corrections and re-submit the
Application for Payment. The Owner shall, within ten (10) business days after the
Application for Payment is stamped and received and after Project Manager approval of
an Application for Payment, pay the Contractor the amounts so approved.
4.5 Owner shall retain ten percent (10%) of the gross amount of each monthly
payment request or ten percent (10%) of the portion thereof approved by the Project
Manager for payment, whichever is less. Such sum shall be accumulated and not
released to Contractor until final payment is due unless otherwise agreed to by the
Owner in accordance with Florida Statute 255.078. The Project Manager shall have the
discretion to establish, in writing, a schedule to periodically reduce the percentage of
cumulative retainage held through out the course of the Project schedule. Owner shall
reduce the amount of the retainage withheld on each payment request subsequent to
fifty percent (50%) completion subject to the guidelines set forth in Florida Statute
255.078 and as set forth in the Owner's Purchasing Policy.
4.6 Monthly payments to Contractor shall in no way imply approval or acceptance of
Contractor's ,Work.
4.7 Each Application for Payment, subsequent to the first pay application, shall be
accompanied by, a Release and Affidavit, in the form attached as Exhibit C,
acknowledging Contractor's receipt of payment in full for all materials, labor, equipment
GC-CA-H-4
and other bills 'that are then due and payable by Owner with respect to the current
Application for Payment. Further, to the extent directed by Owner and in Owner's sole
discretion, Contractor shall also submit a Release and Affidavit from each
Subcontractor, sub-subcontractor, or supplier in the form attached as Exhibit C
acknowledging that each Subcontractor, sub-subcontractor or supplier has been paid in
full through the previous month's Application for Payment. The Owner shall not be
required to make payment until and unless these affidavits are furnished by Contractor.
4.8 Contractor agrees and understands that funding limitations exist and that the
expenditure of funds must be spread over the duration of the Project at regular intervals
based on the Contract Amount and Progress Schedule. Accordingly, prior to submitting
its first monthly Application for Payment, Contractor shall prepare and submit for Project
Manager's review and approval, a detailed Project Funding Schedule, which shall be
updated as necessary and approved by Owner to reflect approved adjustments to the
Contract Amount and Contract Time. No voluntary acceleration or early completion of
the Work shall modify the time of payments to Contractor as set forth in the approved
Project Funding Schedule.
4.9 Notwithstanding anything in the Contract Documents to the contrary, Contractor
acknowledges and agrees that in the event of a dispute concerning payments for Work
performed under this Agreement, Contractor shall continue to perform the Work
req-uired of it under this Ag'reement pending resolution of the dispute provided that '
Owner continues to pay Contractor all amounts that Owner does not dispute are due
and payable.
4.10 Payments will be made for services furnished, delivered, and accepted, upon
receipt and approval of invoices submitted on the date of services or within six (6)
months after completion of contract. Any untimely submission of invoices beyond the
specified deadline period is subject to non-payment under the legal doctrine of "laches"
as untimely submitted. Time shall be deemed of the essence with respect to the timely
submission of invoices under this agreement.
5. PAYMENTS WITHHELD.
5.1 The Project Manager may decline to approve any Application for Payment, or
portions thereof, because of subsequently discovered evidence or subsequent
inspections that reveal non-compliance with the Contract Documents. The Project
Manager may nullify the whole or any part of any approval for payment previously
issued and Owner may withhold any payments otherwise due Contractor under this
Agreement or any other agreement between Owner and Contractor, to such extent as
may be necessary in the Owner's opinion to protect it from loss because of:
(a) defective Work not remedied; (b) third party claims filed or reasonable evidence
indicating probable filing of such claims; (c) failure of Contractor to make payment
properly to subcontractors or for labor, materials or equipment; (d) reasonable doubt
that the Work can be completed for the unpaid balance of the Contract Amount; (e)
reasonable indication that the Work will not be completed within the Contract Time; (f)
unsatisfactory prosecution of the Work by the Contractor; or (g) any other material
breach of the Contract Documents by Contractor.
GC-CA-H-5
5.2 If any conditions described in 5.1. are not remedied or removed, Owner may,
after three (3) days written notice, rectify the same at Contractor's expense. Provided,
however, in the event of an emergency, Owner shall not be required to provide
Contractor any written notice prior to rectifying the situation at Contractor's expense.
Owner also may offset against any sums due Contractor the amount of any liquidated or
non-liquidated obligations of Contractor to Owner, whether relating to or arising out of
this Agreement or any other agreement between Contractor and Owner.
6. FINAL PAYMENT.
6.1 Owner shall make final payment to Contractor in accordance with Section
218.735, F.S. and the administrative procedures established by the County's
Purchasing Department and the Clerk of Court's Finance Department after the Work is
finally inspected and accepted by Project Manager as set forth with Section 20.1 herein,
provided that Contractor first, and as an explicit condition precedent to the accrual of
Contractor's right to final payment, shall have furnished Owner with a properly executed
and notarized copy of the Release and Affidavit attached as Exhibit C, as well as, a duly
executed copy of the Surety's consent to final payment and such other documentation
that may be required by the Contract Documents and the Owner. Prior to release of
final payment and final retainage, the Contractor's Representative and the Project
Manager shall jointly complete the Final Payment Checklist, a representative copy of
which is attached to this Agreement as Exhibit G. ' '
6.2 Contractor's acceptance of final payment shall constitute a full waiver of any and
all claims by Contractor against Owner arising out of this Agreement or otherwise
relating to the Project, except those previously made in writing in accordance with the
requirements of the Contract Documents and identified by Contractor as unsettled in its
final Application for Payment. Neither the acceptance of the Work nor payment by
Owner shall be deemed to be a waiver of Owner's right to enforce any obligations of
Contractor hereunder or to the recovery of damages for defective Work not discovered
by the Design Professional or Project Manager at the time of final inspection.
7. SUBMITTALS AND SUBSTITUTIONS.
7.1 Contractor shall carefully examine the Contract Documents for all requirements
for approval of materials to be submitted such as shop drawings, data, test results,
schedules and samples. Contractor shall submit all such materials at its own expense
and in such form as required by the Contract Documents in sufficient time to prevent
any delay in the delivery of such materials and the installation thereof.
7.2 Whenever materials or equipment are specified or described in the Contract
Documents by using the name of a proprietary item or the name of a particular supplier,
the naming of the item is intended to establish the type, function and quality required.
Unless the name is followed by words indicating that no substitution is permitted,
materials or equipment of other suppliers may be accepted by Owner if sufficient
information is submitted by Contractor to allow the Owner to determine that the material
or equipment proposed is equivalent or equal to that named. Requests for review pf
substitute items of material and equipment will not be accepted by Owner from anyone
other than Contractor and all such requests must be submitted by Contractor to Project
GC-CA-H-6
Manager within thirty (30) calendar days after Notice of Award is received by
Contractor, unless otherwise mutually agreed in writing by Owner and Contractor.
7.3 If Contractor wishes to furnish or use a substitute item of material or equipment,
Contractor shall make application to the Project Manager for acceptance thereof,
certifying that the proposed substitute shall adequately perform the functions and
achieve the results called for by the general design, be similar and of equal substance
to that specified and be suited to the same use as that specified. The application shall
state that the evaluation and acceptance of the proposed substitute will not prejudice
Contractor's achievement of substantial completion on time, whether or not acceptance
of the substitute for use in the Work will require a change in any of the Contract
Documents (or in the provisions of any other direct contract with Owner for the Project)
to adapt the design to the proposed substitute and whether or not incorporation or use
by the substitute in connection with the Work is subject to payment of any license fee or
royalty. All variations of the proposed substitute from that specified will be identified in
the application and available maintenance, repair and replacement service shall be
indicated. The application also shall contain an itemized estimate of all costs that will
result directly or indirectly from acceptance of such substitute, including costs for
redesign and claims of other contractors affected by the resulting change, all of which
shall be considered by the Project Manager in evaluating the proposed substitute. The
Project Manager may require Contractor to furnish at Contractor's expense ad9itional
data about the proposed substitute.
7.4 If a specific means, method, technique, sequence or procedure of construction is
indicated in or required by the Contract Documents, Contractor may furnish or utilize a
substitute means, method, sequence, technique or procedure of construction
acceptable to the Project Manager, if Contractor submits sufficient information to allow
the Project Manager to determine that the substitute proposed is equivalent to that
indicated or required by the Contract Documents. The procedures for submission to
and review by the Project Manager shall be the same as those provided herein for
substitute materials and equipment.
7.5 The Project Manager shall be allowed a reasonable time within which to evaluate
each proposed substitute and, if need be, to consult with the Design Professional. No
substitute will be ordered, installed or utilized without the Project Manager's prior written
acceptance which shall be evidenced by a Change Order, a Work Directive Change, a
Field Order or an approved Shop Drawing. The Owner may require Contractor to
furnish at Contractor's expense a special performance guarantee or other surety with
respect to any substitute. The Project Manager will record time required by the Project
Manager and the Project Manager's consultants in evaluating substitutions proposed by
Contractor and making changes in the Contract Documents occasioned thereby.
Whether or not the Owner accepts a proposed substitute, Contractor shall reimburse
Owner for the charges of the Design Professional and the Design Professional's
consultants for evaluating each proposed substitute.
8. DAILY REPORTS, ASMBUIL TS AND MEETINGS.
8.1 Unless waived in writing by Owner, Contractor shall complete and submit to
Project Manager on a weekly basis a daily log of the Contractor's work for the preceding
GC-CA-H-7
week in a format approved by the Project Manager. The daily log shall document all
activities of Contractor at the Project site including, but not limited to, the following:
8.1.1 Weather conditions showing the high and low temperatures during
work hours, the amount of precipitation received on the Project site, and any other
weather conditions which adversely affect the Work;
8.1.2
8.1.3
personnel;
Soil conditions which adversely affect the Work;
The hours of operation by Contractor's and Sub-Contractor's
8.1.4 The number of Contractor's and Sub-Contractor's personnel present
and working at the Project site, by subcontract and trade;
8.1.5 All equipment present at the Project site, description of equipment use
and designation of time equipment was used (specifically indicating any down time);
8.1.6 Description of Work being performed at the Project site;
8.1.7 Any unusual or special occurrences at the Project site;
8.1.8 Materials received at the Project site;
8.1.9 A list of all visitors to the Project
8.1.10 Any problems that might impact either the cost or quality of the Work or
the time of performance.
The daily log shall not constitute nor take the place of any notice required to be given by
Contractor to Owner pursuant to the Contract Documents.
8.2 Contractor shall maintain in a safe place at the Project site one record copy of
the Contract Documents, including, but not limited to, all drawings, specifications,
addenda, amendments, Change Orders, Work Directive Changes and Field Orders, ~s
well as all written interpretations and clarifications issued by the Design Professional, in
good order and annotated to show all changes made during construction. The
annotated drawings shall be continuously updated by the Contractor throughout the
prosecution of the Work to accurately reflect all field changes that are made to adapt the
Work to field conditions, changes resulting from Change Orders, Work Directive
Changes and Field Orders, and all concealed and buried installations of piping, conduit
and utility services. All buried and concealed items, both inside and outside the Project
site, shall be accurately located on the annotated drawings as to depth and in
relationship to not less than two (2) permanent features (e.g. interior or exterior wall
faces). The annotated drawings shall be clean and all changes, corrections arid
dimensions shall be given in a neat and legible manner in a contrasting color. The
"As-Built" record documents, together with all approved samples and a counterpart of all
approved shop drawings shall be available to the Project Manager or Design
Professional for reference.' Upon completion of the Work and as a condition precedent
GC-CA-H-8
to Contractor's entitlement to final payment, these "As-Built" record'documents, samples
and shop drawings shall be delivered to Project Manager by Contractor for Owner.
8.3 Contractor shall keep all records and supporting documentation which concern or
relate to the Work hereunder for a minimum of five (5) years from the date of
termination of this Agreement or the date the Project is completed or such longer period
as may be required by law, whichever is later. Owner, or any duly authorized agents or
representatives of Owner, shall have the right to audit, inspect and copy all such
records and documentation as often as they deem necessary during the period of this
Agreement and during the document retention period noted above; provided, however,
such activity shall be conducted only during normal business hours.
9. CONTRACT TIME AND TIME EXTENSIONS.
9.1 Contractor shall diligently pursue the completion of the Work and coordinate the
Work being done on the Project by its subcontractors and material-men, as well as
coordinating its Work with all work of others at the Project Site, so that its Work or the
work of others shall not be delayed or impaired by any act or omission by Contractor.
Contractor shall be solely responsible for all construction means, methods, techniques,
sequences, and procedures, as well as coordination of all portions of the Work under
the Contract Documents, and the coordination of Owner's suppliers and contractors as
set forth in Paragraph 12.2. herein.
9.2 Should Contractor be obstructed or delayed in the prosecution of or completion
of the Work as a result of unforeseeable causes beyond the control of Contractor, and
not due to its fault or neglect, including but not restricted to acts of Nature or of the
public enemy, acts of government, fires, floods, epidemics, quarantine regulation,
strikes or lockouts, Contractor shall notify the Owner in writing within forty-eight (48)
hours after the commencement of such delay, stating the cause or causes thereof, or be
deemed to have waived any right which Contractor may have had to request a time
extension.
9.3 No interruption, interference, inefficiency, suspension or delay in the
commencement or progress of the Work from any cause whatever, including thos~ for
which Owner may be responsible, in whole or in part, shall relieve Contractor of its duty
to perform or give rise to any right to damages or additional compensation from Owner.
Contractor expressly acknowledges and agrees that it shall receive no damages for
delay. Contractor's sole remedy, if any, against Owner will be the right to seek an
extension to the Contract Time; provided, however, the granting of any such time
extension shall not be a condition precedent to the aforementioned "No Damage For
Delay" provision. This paragraph shall expressly apply to claims for early completion,
as well as to claims based on late completion.
9.4 In no event shall any approval by Owner authorizing Contractor to continue
performing Work under this Agreement or any payment issued by Owner to Contractor
be deemed a waiver of any right or claim Owner may have against Contractor for delay
damages hereunder.
GC-CA-H-9
10. CHANGES IN THE WORK.
10.1 Owner shall have the right at any time during the progress of the Work to
increase or decrease the Work. Promptly after being notified of a change, Contractor
shall submit an itemized estimate of any cost or time increases or savings it foresees as
a result of the change. Except in an emergency endangering life or property, or as
expressly set forth herein, no addition or changes to the Work shall be made except
upon written order of Owner, and Owner shall not be liable to the Contractor for any
increased compensation without such written order. No officer, employee or agent of
Owner is authorized to direct any extra or changed work orally. Any alleged changes
must be approved by Owner in writing prior to starting such items. Owner will not be
responsible for the costs of any changes commenced without Owner's express prior
written approval. Failure to obtain such prior written approval for any changes will be
deemed: (i) a waiver of any claim by Contractor for such items and (ii) an admission by
Contractor that such items are in fact not a change but rather are part of the Work
required of Contractor hereunder.
10.2 A Change Order, in the form attached as Exhibit E to this Agreement, shall be
issued and executed promptly after an agreement is reached between Contractor and
Owner concerning the requested changes. Contractor shall promptly perform ch,anges
authorized by duly executed Change Orders. The Contract Amount and Contract Time
shall be adjusted in the Change Order in the manner as Owner 'and' Contractor shall
mutually agree.
10.3 If Owner and Contractor are unable to agree on a Change Order for the
requested change, Contractor shall, nevertheless, promptly perform the change as
directed by Owner in a written Work Directive Change. In that event, the Contract
Amount and Contract Time shall be adjusted as directed by Owner. If Contractor
disagrees with the Owner's adjustment determination, Contractor must make a claim
pursuant to Section 11 of these General Conditions or else be deemed to have waived
any claim on this matter it might otherwise have had.
10.4 In the event a requested change results in an increase to the Contract Amount,
the amount of the increase shall be limited to the Contractor's reasonable direct labor
and material costs and reasonable actual equipment costs as a result of the change
(including allowance for labor burden costs) plus a maximum ten percent (10%) markup
for all overhead and profit. In the event such change Work is performed by a
Subcontractor, a maximum ten percent (10%) markup for all overhead and profit for all
Subcontractors' and sub-subcontractors' direct labor and material costs and actual
equipment costs shall be permitted, with a maximum five percent (5%) markup thereon
by the Contractor for all of its overhead and profit, for a total maximum markup of fifteen
percent (15%). All compensation due Contractor and any Subcontractor or
sub-subcontractor for field and home office overhead is included in the markups noted
above. Contractor's and Sub-Contractor's bond costs associated with any change order
shall be included in the overhead and profit expenses and shall not be paid as a
separate line item. No markup shall be placed on sales tax, shipping or subcontractor
markup.
GC-CA-H-10
10.5 Owner shall have the right to conduct an audit of Contractor's books and records
to verify the accuracy of the Contractor's claim with respect to Contractor's costs
associated with any Change Order or Work Directive Change.
10.6 The Project'Manager shall have authority to order minor changes in the Work not
involving an adjustment to the Contract Amount or an extension to the Contract Time
and not inconsistent with the intent of the Contract Documents. Such changes may be
effected by Field Order or by other written order. Such changes shall be binding on the
Contractor.
10.7 Any modifications to this Contract shall be in compliance with the County
Purchasing Policy and Administrative Procedures in effect at the time such
modifications are authorized.
11. CLAIMS AND DISPUTES.
11.1 Claim is a demand or assertion by one of the parties seeking an adjustment or
interpretation of the terms of the Contract Documents, payment of money, extension of
time or other relief with respect to the terms of the Contract Documents. The term
"Claim" also includes other disputes and matters in question between Owner and
Contractor arising out of or relating to the Contract Documents. The responsibility to
substantiate a Claiin shall rest with the party making the Claim. '
11.2 Claims by the Contractor shall be made in writing to the Project Manager within
forty-eight (48) hours from when the Contractor knew or should have known of the event
giving rise to such Claim or else the Contractor shall be deemed to have waived the
Claim. Written supporting data shall be submitted to the Project Manager within fifteen
(15) calendar days after the occurrence of the event, unless the Owner grants additional
time in writing, or else the Contractor shall be deemed to have waived the Claim. All
Claims shall be priced in accordance with the provisions of Subsection 10.4.
11.3 The Contractor shall proceed diligently with its performance as directed by the
Owner, regardless of any pending Claim, action, suit or administrative proceeding,
unless otherwise agreed to by the Owner in writing. Owner shall continue to make
payments in accordance with the Contract Documents during the pendency of any
Claim.
12. OTHER WORK.
12.1 Owner may perform other work related to the Project at the site by Owner's own
forces, have other work performed by utility owners or let other direct contracts. If the
fact that such other work is to be performed is not noted in the Contract Documents,
written notice thereof will be given to Contractor prior to starting any such other work. If
Contractor believes that such performance will involve additional expense to Contractor
or require additional time, Contractor shall send written notice of that factto Owner and
Design Professional within forty-eight (48) hours of being notified of the other work. If
the Contractor fails to send the above required forty-eight (48) hour notice, the
Contractor will be deemed to have waived any rights it otherwise may have had to seek
an extension to the Contract Time or adjustment to the Contract Amount.
GC-CA-H-11
12.2 Contractor shall afford each utility owner and other contractor who is a party to
such a direct contract (or Owner, if Owner is performing the additional work with
Owner's employees) proper and safe access to the site and a reasonable opportunity
for the introduction and storage of materials and equipment and the execution of such
work and shall properly connect and coordinate its Work with theirs. Contractor shall do
all cutting, fitting and patching of the Work that may be required to make its several
parts come together properly and integrate with such other work. Contractor shall not
endanger any work of others by cutting, excavating or otherwise altering their work and
will only cut or alter their work with the written consent of the Project Manager and the
others whose work will be affected. The duties and responsibilities of Contractor under
this paragraph are for the benefit of such utility owners and other Contractors to the
extent that there are comparable provisions for the benefit of Contractor in said direct
contracts between Owner and such utility owners and other contractors.
12.3 If any part of Contractor's Work depends for proper execution or results upon the
work of any other contractor or utility owner (or Owner), Contractor shall inspect and
promptly report to Project Manager in writing any delays, defects or deficiencies in such
work that render it unavailable or unsuitable for such proper execution and results.
Contractor's failure to report will constitute an acceptance of the other work as fit and
proper for integration with Contractor's Work.
" 13. fNbEMNIFICATION AND fNSURANCE.
13.1 To the maximum extent permitted by Florida law, Contractor shall indemnify and
hold harmless Owner and its officers and employees from any and all liabilities, claims,
damages, penalties, demands, judgments, actions, proceedings, losses or costs,
including, but not limited to, reasonable attorneys' fees and paralegals' fees, whether
resulting from any claimed breach of this Agreement by Contractor or from personal
injury, property damage, direct or consequential damages, or economic loss, to the
extent caused by the negligence, recklessness, or intentional wrongful misconduct of
Contractor or anyone employed or utilized by the Contractor in the performance of this
Agreement.
13.2 The duty to defend under this Article 13 is independent and separate from the
duty to indemnify, and the duty to defend exists regardless of any ultimate liability of the
Contractor, Owner and any indemnified party. The duty to defend arises immediately
upon presentation of a claim by any party and written notice of such claim being
provided to Contractor. Contractor's obligation to indemnify and defend under this
Article 13 will survive the expiration or earlier termination of this Agreement until it is
determined by final judgment that an action against the Owner or an indemnified party
for the matter indemnified hereunder is fully and finally barred by the applicable statute
of limitations.
13.3 Contractor shall obtain and carry, at all times during its performance under the
Contract Documents, insurance of the types and in the amounts set forth in Exhibit B to
the Agreement. Further, the Contractor shall at all times comply with all of the terms,
conditions, requirements and obligations set forth under Exhibit B.
GC-CA-H-12
14. COMPLIANCE WITH LAWS.
14.1 Contractor agrees to comply, at its own expense, with all, federal, state and local
laws, codes, statutes, ordinances, rules, regulations and requirements applicable to the
Project, including but not limited to those dealing with taxation, worker's compensation,
equal employment and safety (including, but not limited to, the Trench Safety Act,
Chapter 553, Florida Statutes). If Contractor observes that the Contract Documents are
at variance therewith, it shall promptly notify Project Manager in writing. To the extent
any law, rule, regulation, code, statute, or ordinance requires the inclusion of certain
terms in this Agreement in order for this Agreement to be enforceable, such terms shall
be deemed included in this Agreement. Notwithstanding anything in the Contract
Documents to the contrary, it is understood and agreed that in the event of a change in
any applicable laws, ordinances, rules or regulations subsequent to the date this
Agreement was executed that increases the Contractor's time or cost of performance of
the Work, Contractor is entitled to a Change Order for such increases, except to the
extent Contractor knew or should have known of such changes prior to the date of this
Agreement.
14.2 By executing and entering into' this agreement, the Contractor is formally
acknowledging without exception or stipulation that it is fully responsible for complying'
with the provisions of the Immigration Reform and Control Act of 1986 as located at 8
U.S.C. 1324,et sea. and regulations relating thereto, as either may be amended.
Failure by the Contractor to comply with the laws referenced herein shall constitute a
breach of this agreement and the County shall have the discretion to unilaterally
terminate this agreement immediately.
14.3 Statutes and executive orders require employers to abide by the immigration laws
of the United States and to employ only individuals who are eligible to work in the
United States.
The E-Verify program, operated by the Department of Homeland Security (DHS) in
partnership with the Social Security Administration (SSA) , provides an Internet-based
means of verifying employment eligibility of workers in the United States; it is not a
substitute for any other employment eligibility verification requirements. The program
will be used for Collier County formal Invitations to Bid (ITB) and Request for Proposals
(RFP) including professional services and construction.
Exceptions to the program:
· Commodity based procurement where no services are provided.
· In exceptional cases, the Purchasing Department may waive the requirement.
Vendors are required to enroll in the E-Verify program within thirty (30) calendar days of
contract award, and use E-Verify within thirty (30) calendar days thereafter to verify
employment eligibility of their employees assigned to the contract at the time of
enrollment in E- Verify. Additionally, vendors shall require all subcontracted vendors to
flow down the requirement to use E-Verify to subcontractors.
GC-CA-H-13
If the vendor is already enrolled in E-Verify, they must use E-Verify within thirty (30)
calendar days of contract award to verify employment eligibility of their employees
assigned to the contract '
Following this initial period they must initiate verification of all new hires of the contractor
and of all employees newly assigned to the contract within three (3) business days of
their date of hire or date of assignment to the contract.
Vendors shall be required to provide the Collier County Purchasing Department an
executed affidavit vowing they shall comply with the E-Verify Program for each
service/project. The affidavit is attached to the solicitation documents. If the
bidder/proposer does not comply, they may be deemed non-responsive.
For additional information regarding the Employment Eligibility Verification System (E-
Verify) program visit the following website: http://www.dhs.Qov/E-Verifv. It shall be the
vendor's responsibility to familiarize themselves with all rules and regulations governing
this program.
15. CLEANUP AND PROTECTIONS.
15.1 Contractor agrees to keep the Project site clean at all times of debris, rubbish
and waste materials arising out of the Work. At the completion of the Work, Contractor
shall remove all debris, rubbish and waste materials from and about the Project site, as
well as all tools, appliances, construction equipment and machinery and surplus
materials, and shall leave the' Project site clean and ready for occupancy by Owner.
15.2 Any existing surface or subsurface improvements, including, but not limited to,
pavements, curbs, sidewalks, pipes, utilities, footings, structures, trees and shrubbery,
not indicated in the Contract Documents to be removed or altered, shall be protected by
Contractor from damage during the prosecution of the Work. Subject to the Section 2.3
above, any such improvements so damaged shall be restored by Contractor to the
condition equal to that existing at the time of Contr~ctor's commencement of the Work.
16. ASSIGNMENT.
16.1 Contractor shall not assign this Agreement or any part thereof, without the prior
consent in writing of Owner. Any attempt to assign or otherwise transfer this Agreement,
or any part herein, without the Owner's consent, shall be void. If Contractor does, with
approval, assign this Agreement or any part thereof, it shall require that its assignee be
bound to it and to assume toward Contractor all of the obligations and responsibilities
that Contractor has assumed toward Owner.
17. PERMITS, LICENSES AND TAXES.
17.1 Pursuant to Section 218.80, F.S., Owner will pay for all Collier County permits
and fees, including license fees, permit fees, impact fees or inspection fees applicable
to the Work through an internal budget transfer(s). Contractor is not responsible for
paying for permits issued by Collier County, but Contractor is responsible for acquiring
all permits. Owner may require the Contractor to deliver internal budget transfer
GC-CA-H-14
documents to applicable Collier County agencies when the Contractor is acquiring
permits.
17.2 All permits, fees and licenses necessary for the prosecution of the Work which
are not issued by Collier County shall be acquired and paid for by the Contractor.
17.3 Contractor shall pay all sales, consumer, use and other similar taxes associated
with the Work or portions thereof, which are applicable during the performance of the
Work.
18. TERMINATION FOR DEFAULT.
18.1 Contractor shall be considered in material default of the Agreement and such
default shall be considered cause for Owner to terminate the Agreement, in whole or in
part, as further set forth in this Section, if Contractor: (1) fails to begin the Work under
the Contract Documents within the time specified herein; or (2) fails to properly and
timely perform the Work as directed by the Project Manager or as provided for in the
approved Progress Schedule; or (3) performs the Work unsuitably or neglects or
refuses to remove materials or to correct or replace such Work as may be rejected as
unacceptable or unsuitable; or (4) discontinues the prosecution of the Work; or (5) fails
to resume Work which has been suspended within a reasonable time after being
notified to do so; or (6) becomes insolvent or is declared bankrupt; 'or commits any act
of bankruptcy; or (7) allows any final judgment to stand against it unsatisfied for more
than ten (10) days; or (8) makes an assignment for the benefit of creditors; or (9) fails to
obey any applicable codes, laws, ordinances, rules or regulations with respect to the
Work; or (10) materially breaches any other provision of the Contract Documents.
18.2 Owner shall notify Contractor in writing of Contractor's default(s). If Owner
determines that Contractor has not remedied and cured the default(s) within seven (7)
calendar days following receipt by Contractor of said written notice or such longer
period of time as may be consented to by Owner in writing and in its sole discretion,
then Owner, at its option, without releasing or waiving its rights and remedies against
the Contractor's sureties and without prejudice to any other right or remedy it may be
entitled to hereunder or by law, may terminate Contractor's right to proceed under the
Agreement, in whole or in part, and take possession of all or any portion of the Work
and any materials, tools, equipment, and appliances of Contractor, take assignments of
any of Contractor's subcontracts and purchase orders, and complete all or any portion
of Contractor's Work by whatever means, method or agency which Owner, in its sole
discretion, may choose.
18.3 If Owner deems any of the foregoing remedies necessary, Contractor agrees that
it shall not be entitled to receive any further payments hereunder until after the Project is
completed. All moneys expended and all of the costs, losses, damages and extra
expenses, including all management, administrative and other overhead and other
direct and indirect expenses (including Design Professional and attorneys' fees) or
damages incurred by Owner incident to such completion, shall be deducted from the
Contract Amount, and if such expenditures exceed the unpaid balance of the Contract
Amount, Contractor agrees to pay promptly to Owner on demand the full amount of
such excess, including costs of collection, attorneys' fees (including appeals) and
GC-CA-H-15
, 'interest thereon at the maximum legal rate of interest until paid. If the unpaid balance of
the Contract Amount exceeds all such costs, expenditures and damages incurred by the
Owner to complete the Work, such excess shall be paid to the Contractor. The amount
to be paid to the Contractor or Owner, as the case may be, shall be approved by the
Project Manager, upon application, and this obligation for payment shall survive
termination of the Agreement.
18.4 The liability of Contractor hereunder shall extend to and include the full amount of
any and all sums paid, expenses and losses incurred, damages sustained, and
obligations assumed by Owner in good faith under the belief that such payments or
assumptions were necessary or required, in completing the Work and providing labor,
materials, equipment, supplies, and other items therefore or re-Ietting the Work, and in
settlement, discharge or compromise of any claims, demands, suits, and judgments
pertaining to or arising out of the Work hereunder.
18.5 If, after notice of termination of Contractor's right to proceed pursuant to this
Section, it is determined for any reason that Contractor was not in default, or that its
default was excusable, or that Owner is not entitled to the remedies against Contractor
provided herein, then the termination will be deemed a termination for convenience and
Contractor's remedies against Owner shall be the same as and limited to those afforded
Contractor under Section 19 below.
- . . . -.- -. - .
18.6 In the event (i) Owner fails to make any undisputed payment to Contractor within
thirty (30) days after such payment is due or Owner otherwise persistently fails to fulfill
some material obligation owed by Owner to Contractor under this Agreement, and
(ii) Owner has failed to cure such default within fourteen (14) days of receiving written
notice of same from Contractor, then Contractor may stop its performance under this
Agreement until such default is cured, after giving Owner a second fourteen (14) days
written notice of Contractor's intention to stop performance under the Agreement. If the
Work is so stopped for a period of one hundred and twenty (120) consecutive days
through no act or fault of the Contractor or its Subcontractors or their agents or
employees or any other persons performing portions of the Work under contract with the
Contractor or any Subcontractor, the Contractor may terminate this Agreement by giving
written notice to Owner of Contractor's intent to terminate this Agreement. If Owner
does not cure its default within fourteen (14) days after receipt of Contractor's written
notice, Contractor may, upon fourteen (14) additional days' written notice to the Owner,
terminate the Agreement and recover from the Owner payment for Work performed
through the termination date, but in no event shall Contractor be entitled to payment for
Work not performed or any other damages from Owner.
19. TERMINATION FOR CONVENIENCE AND RIGHT OF SUSPENSION.
19.1 Owner shall have the right to terminate this Agreement without cause upon
seven (7) calendar days written notice to Contractor. In the event of such termination
for convenience, Contractor's recovery against Owner shall be limited to that portion of
the Contract Amount earned through the date of termination, together with any
retainage withheld and reasonable termination expenses incurred, but Contractor shall
not be entitled to any other or further recovery against Owner, including, but not limited
to, damages or any anticipated profit on portions of the Work not performed.
GC-CA-H-16
19.2 Owner shall have the right to suspend all or any portions of the Work upon giving
Contractor not less than two (2) calendar days' prior written notice of such suspension.
If all or any portion of the Work is so suspended, Contractor's sole and exclusive
remedy shall be to seek an extension of time to its schedule in accordance with the
procedures set forth in the Contract Documents. In no event shall the Contractor be
entitled to any additional compensation or damages. Provided, however, if the ordered
suspension exceeds six (6) months, the Contractor shall have the right to terminate the
Agreement with respect to that portion of the Work which is subject to the ordered
suspension.
20. COMPLETION.
20.1 When the entire Work (or any portion thereof designated in writing by Owner) is
ready for its intended use, Contractor shall notify Project Manager in writing that the
entire Work (or such designated portion) is substantially complete. Within a reasonable
time thereafter, Owner, Contractor and Design Professional shall make an inspection of
the Work (or designated portion thereof) to determine the status of completion. If
Owner, after conferring with the Design Professional, does not consider the Work (or
designated portion) substantially complete, Project Manager shall notify Contractor in
writing giving the reasons therefore. If Owner, after conferring with the Design
Professional, considers the Work (or designated portion) substantially complete, Project
Manager shall prepare and deliver to Contractor a Certificate of Substantial Completion
which shall fix the date of Substantial Completion for the entire Work (or designated
portion thereof) and include a tentative punch-list of items to be completed or corrected
by Contractor before final payment. Owner shall have the right to exclude Contractor
from the Work and Project site (or designated portion thereof) after the date of
Substantial Completion, but Owner shall allow Contractor reasonable access to
complete or correct items on the tentative punch-list.
20.2 Upon receipt of written certification by Contractor that the Work is completed in
accordance with the Contract Documents and is ready for final inspection and
acceptance, Project Manager and Design Professional will make such inspection and, if
they find the Work acceptable and fully performed under the Contract Documents shall
promptly issue a final Certificate for Payment, recommending that, on the basis of their
observations and inspections, and the Contractor's certification that the Work has been
completed in accordance with the terms and conditions of the Contract Documents, that
the entire balance found to be due Contractor is due and payable. Neither the final
payment nor the retainage shall become due and payable until Contractor submits:
(1) Receipt of Contractor's Final Application for Payment.
(2) The Release and Affidavit in the form attached as Exhibit C.
(3) Consent of surety to final payment.
(4) Receipt of the final payment check list.
(5) If required by Owner, other data establishing payment or satisfaction of all
obligations, such as receipts, releases and waivers of liens, arising out of
the Contract Documents, to the extent and in such form as may be
designated by Owner.
GC-CA-H-17
Owner reserves the right to inspect the Work and make an independent determination
as to the Work's acceptability, even though the Design Professional may have issued its
recommendations. Unless and until the Owner is completely satisfied, neither the final
payment nor the retainage shall become due and payable.
21. WARRANTY.
21.1 Contractor shall obtain and assign to Owner all express warranties given to
Contractor or any subcontractors by any subcontractor or materialmen supplying
materials, equipment or fixtures to be incorporated into the Project. Contractor warrants
to Owner that any materials and equipment furnished under the Contract Documents
shall be new unless otherwise specified, and that all Work shall be of good quality, free
from all defects and in conformance with the Contract Documents. Contractor further
warrants to Owner that all materials and equipment furnished under the Contract
Documents shall be applied, installed, connected, erected, used, cleaned and
conditioned in accordance with the instructions of the applicable manufacturers,
fabricators, suppliers or processors except as otherwise provided for in the Contract
Documents. If, within one (1) year after Substantial Completion, any Work is found to
be defective or not in conformance with the Contract Documents, Contractor shall
correct it promptly after receipt of written notice from Owner. Contractor shall also be
responsible for and pay for replacement or repair of adjacent materials or Work which
may be damaged as a result of such replacement or repair. Further, in the event of an
emergency, Owner may commence to correct any defective Work, without prior notice
to Contractor, at Contractor's expense. These warranties are in addition to those
implied warranties to which Owner is entitled as a matter of law.
21.2 No later than 30 days prior to expiration of the warranty, the Project Manager, or
another representative of the Owner, shall conduct an inspection of the warranted work
to verify compliance with the requirements of the Agreement. The Contractor's
Representative shall be present at the time of inspection and shall take remedial actions
to correct any deficiencies noted in the inspection. Failure of the Contractor to correct
the cited deficiencies shall be grounds for the Owner to disqualify the Contractor from
future bid opportunities with the Owner, in addition to any other rights and remedies
available to Owner.
22. TESTS AND INSPECTIONS.
22.1 Owner, Design Professional, their respective representatives, agents and
employees, and governmental agencies with jurisdiction over the, Project shall have
access at all times to the Work, whether the Work is being performed on or off of the
Project site, for their observation, inspection and testing. Contractor shall provide
proper, safe conditions for such access. Contractor shall provide Project Manager with
timely notice of readiness of the Work for all required inspections, tests or approvals.
22.2 If the Contract Documents or any codes, laws, ordinances, rules or regulations of
any public authority having jurisdiction over the Project requires any portion of the Work
to be specifically inspected, tested or approved, Contractor shall assume full
responsibility therefore, pay all costs in connection therewith and furnish Project
Manager the required certificates of inspection, testing or approval. All inspections,
GC-CA-H-18
tests or approvals shall be performed in a manner and by organizations acceptable to
the Project Manager.
22.3 Contractor is responsible, without reimbursement from Owner, for re-inspection
fees and costs; to the extent such re-inspections are due to the fault or neglect of
Contractor.
22.4 If any Work that is to be inspected, tested or approved is covered without written
concurrence from the Project Manager, such work must, if requested by Project
Manager, be uncovered for observation. Such uncovering shall be at Contractor's
expense unless Contractor has given Project Manager timely notice of Contractor's
intention to cover the same and Project Manager has not acted with reasonable
promptness to respond to such notice. If any Work is covered contrary to written
directions from Project Manager, such Work must, if requested by Project Manager, be
uncovered for Project Manager's observation and be replaced at Contractor's sole
expense.
22.5 The Owner shall charge to Contractor and may deduct from any payments due
Contractor all engineering and inspection expenses incurred by Owner in connection
with any overtime work. Such overtime work consisting of any work during the
construction period beyond the regular eight (8) hour day and for any work performed
on Saturday, Sunday or holidays.
22.6 Neither observations nor other actions by the Project Manager or Design
Professional nor inspections, tests or approvals by others shall relieve Contractor from
Contractor's obligations to perform the Work in accordance with the Contract
Documents.
23. DEFECTIVE WORK.
23.1 Work not conforming to the requirements of the Contract Documents or any
warranties made or assigned by Contractor to Owner shall be deemed defective Work.
If required by Project Manager, Contractor shall as directed, either correct all defective
Work, whether or not fabricated, installed or completed, or if the defective Work has
been rejected by Project Manager, remove it from the site and replace it with non-
defective Work. Contractor shall bear all direct, indirect and consequential costs of
such correction or removal (including, but not limited to fees and charges of engineers,
architects, attorneys and other professionals) made necessary thereby, and shall hold
Owner harmless for same.
23.2 If the Project Manager considers it necessary or advisable that covered Work be
observed by Design Professional or inspected or tested by others and such Work is not
otherwise required to be inspected or tested, Contractor, at Project Manager's request,
shall uncover, expose or otherwise make available for observation, inspection or tests
as Project Manager may require, that portion of the Work in question, furnishing all
necessary labor, material and equipment. If it is found that such Work is defective,
Contractor shall bear all direct, indirect and consequential costs of such uncovering,
exposure, observation, inspection and testing and of satisfactory reconstruction
(including, but not limited to, fees and charges of engineers, architects, attorneys and
GC-CA-H-19
other professionals), and Owner shall be entitled to an appropriate decrease in the
Contract Amount. If, however, such Work is not found to be defective, Contractor shall
be allowed an increase in the Contract Amount and/or an extension to the Contract
Time, directly attributable to such uncovering, exposure, observation, inspection, testing
and reconstruction.
23.3 If any portion of the Work is defective, or if Contractor fails to supply sufficient
skilled workers, suitable materials or equipment or fails to finish or perform the Work in
such a way that the completed Work will conform to the Contract Documents, Project
Manager may order Contractor to stop the Work, or any portion thereof, until the cause
for such order has been eliminated. The right of Project Manager to stop the Work
shall be exercised, if at all, solely for Owner's benefit and nothing herein shall be
construed as obligating the Project Manager to exercise this right for the benefit of
Design Engineer, Contractor, or any other person.
23.4 Should the Owner determine, at its sole opinion, it is in the Owner's best interest
to accept defective Work, the Owner may do so. Contractor shall bear all direct, indirect
and consequential costs attributable to the Owner's evaluation of and determination to
accept defective Work. If such determination is rendered prior to final payment, a
Change Order shall be executed evidencing such acceptance of such defective Work,
,incorporating the necessary revisions il'l the., Contract Documents and reflecting an
appropriate decrease in the Contract Amount. If the Owner accepts such defective
Work after final payment, Contractor shall promptly pay Owner an appropriate amount
to adequately compensate Owner for its acceptance of the defective Work.
23.5 If Contractor fails, within a reasonable time after the written notice from Project
Manager, to correct defective Work or to remove and replace rejected defective Work
as required by Project Manager or Owner, or if Contractor fails to perform the Work in
accordance with the Contract Documents, or if Contractor fails to comply with any of the
provisions of the Contract Documents, Owner may, after seven (7) days written notice
to Contractor, correct and remedy any such deficiency. Provided, however, Owner shall
not be required to give notice to Contractor in the event of an emergency. To the extent
necessary to complete corrective and remedial action, Owner may exclude Contractor
from any or all of the Project site, take possession of all or any part of the Work, and
suspend Contractor's services related thereto, take possession of Contractor's tools,
appliances, construction equipment and machinery at the Project site and incorporate in
the Work all materials and equipment stored at the Project site or for which Owner has
paid Contractor but which are stored elsewhere. Contractor shall allow Owner, Design
Professional and their respective representatives, agents, and employees such access
to the Project site as may be necessary to enable Owner to exercise the rights and
remedies under this paragraph. All direct, indirect and consequential costs of Owner in
exercising such rights and remedies shall be charged against Contractor, and a Change
Order shall be issued, incorporating the necessary revisions to the Contract Documents,
including an appropriate decrease to the Contract Amount. Such direct, indirect and
consequential costs shall include, but not be limited to, fees and charges of engineers,
architects, attorneys and other professionals, all court costs and all costs of repair and
replacement of work of others destroyed or damaged by correction, removal or
replacement of Contractor's defective Work. Contractor shall not be allowed an
GC-CA-H-20
extension of the Contract Time because of any delay in performance of the Work
attributable to the exercise by Owner of Owner's rights and remedies hereunder.
24. SUPERVISION AND SUPERINTENDENTS.
24.1 Contractor shall plan, organize, supervise, schedule, monitor, direct and control
the Work competently and efficiently, devoting such attention thereto and applying such
skills and expertise as may be necessary to perform the Work in accordance with the
Contract Documents. Contractor shall be responsible to see that the finished Work
complies accurately with the Contract Documents. Contractor shall keep on the Work at
all times during its progress a competent resident superintendent, who shall be subject
to Owner's approval and not be replaced without prior written notice to Project Manager
except under extraordinary circumstances. The superintendent shall be employed by
the Contractor and be the Contractor's representative at the Project site and shall have
authority to act on behalf of Contractor. All communications given to the superintendent
shall be as binding as if given to the Contractor. Owner shall have the right to direct
Contractor to remove and replace its Project superintendent, with or without cause.
Attached to the Agreement as Exhibit N is a list identifying Contractor's Project
Superintendent and all of Contractor's key personnel who are assigned to the Project;
such identified personnel shall not be removed without Owner's prior written approval,
an~ if so removed ~ust ~e immediately replaced with a person acceptable to Owner.
24.2 Contractor shall have a competent superintendent on the project at all times
whenever contractor's work crews, or work crews of other parties authorized by the
Project Manager are engaged in any activity whatsoever associated with the Project.
Should the Contractor fail to comply with the above condition, the Project Manager
shall, at his discretion, deduct from the Contractor's monthly pay estimate, sufficient
moneys to account for the Owner's loss of adequate project supervision, not as a
penalty, but as liquidated damages, separate from the liquidated damages described in
Section 5.B, for services not rendered.
25. PROTECTION OF WORK.
25.1 Contractor shall fully protect the Work from loss or damage and shall bear the
cost of any such loss or damage until final payment has been made. If Contractor or
anyone for whom Contractor is legally liable for is responsible for any loss or damage
to the Work, or other work or materials of Owner or Owner's separate contractors,
Contractor shall be charged with the same, and any moneys necessary to replace such
loss or damage shall be deducted from any amounts due Contractor.
25.2 Contractor shall not load nor permit any part of any structure to be loaded in any
manner that will endanger the structure, nor shall Contractor subject any part of the
Work or adjacent property to stresses or pressures that will endanger it.
25.3 Contractor shall not disturb any benchmark established by the Owner or Design
Professional with respect to the Project. If Contractor, or its subcontractors, agents or
anyone for whom Contractor is legally liable, disturbs the Owner or Design
Professional's benchmarks, Contractor shall immediately notify Project Manager and
Design Professional. The Owner or Design Professional shall re-establish the
GC-CA-H-21
benchmarks and Contractor shall be liable for all costs incurred by Owner associated
therewith.
26. EMERGENCIES.
26.1 In the event of an emergency affecting the safety or protection of persons or the
Work or property at the Project site or adjacent thereto, Contractor, without special
instruction or authorization from Owner or Design Professional is obligated to act to
prevent threatened damage, injury or loss. Contractor shall give Project Manager
written notice within forty-eight (48) hours after Contractor knew or should have known
of the occurrence of the emergency, if Contractor believes that any significant changes
in the Work or variations from the Contract Documents have been caused thereby. If
the Project Manager determines that a change in the Contract Documents is required
because of the action taken in response to an emergency, a Change Order shall be
issued to document the consequences of the changes or variations. If Contractor fails
to provide the forty-eight (48) hour written notice noted above, the Contractor shall be
deemed to have waived any right it otherwise may have had to seek an adjustment to
the Contract Amount or an extension to the Contract Time.
27. USE OF PREMISES.
27.1 Contractor shall maintain all construction equipment, the storage of materials and
equipment and the operations of workers to the Project site and land and areas
identified in and permitted by the Contract Documents and other lands and areas
permitted by law, rights of way, permits and easements, and shall not unreasonably
encumber the Project site with construction equipment or other material or equipment.
Contractor shall assume full responsibility for any damage to any such land or area, or
to the owner or occupant thereof, or any land or areas contiguous thereto, resulting from
the performance of the Work.
28. SAFETY.
28.1 Contractor shall be responsible for initiating, maintaining and supervising all
safety precautions and programs in connection with the Work. Contractor shall take all
necessary precautions for the safety of, and shall provide the necessary protection to
prevent damage, injury or loss to:
28.1.1 All employees on or about the project site and other persons and/or
organizations who may be affected thereby;
28.1.2 All the Work and materials and equipment to be incorporated therein,
whether in storage on or off the Project site; and
28.1.3 Other property on Project site or adjacent thereto, including trees, '
shrubs, walks, pavements, roadways, structures, utilities and any underground
structures or improvements not designated for removal, relocation or replacement in the
Contract Documents.
28.2 Contractor shall comply with all applicable codes, laws, ordinances, rules and
regulations' of any public body having Jurisdiction for the safety of persons or property or
GC-CA-H-22
to protect them from damage, injury or loss. Contractor shall erect and maintain all
necessary safeguards for such safety and protection. Contractor shall notify owners of
adjacent property and of underground structures and improvements and utility owners
when prosecution of the Work may affect them, and shall cooperate with them in the
protection, removal, relocation or replacement of their property. Contractor's duties and
responsibilities for the safety and protection of the Work shall continue until such time
as the Work is completed and final acceptance of same by Owner has occurred.
All new electrical installations shall incorporate NFPA 70E Short Circuit Protective
Device Coordination and Arc Flash Studies where relevant as determined by the
engineer. All electrical installations shall be labeled with appropriate NFPA 70E arch
flash boundary and PPE Protective labels.
28.3. Contractor shall designate a responsible representative located on a full time
basis at the Project site whose duty shall be the prevention of accidents. This person
shall be Contractor's superintendent unless otherwise designated in writing by
Contractor to Owner.
28.4 Alcohol, drugs and all illegal substances are strictly prohibited on any Owner
property. All employees of Contractor, as well as those of all subcontractors and those
of,any other person or entity for whom Contractor is legally liable (collectively referred to
herein as "Employees"), shall not possess or be under the influence of any such
substances while on any Owner property. Further, Employees shall not bring on to any
Owner property any gun, rifle or other firearm, or explosives of any kind.
28.5 Contractor acknowledges that the Work may be progressing on a Project site
which is located upon or adjacent to an existing Owner facility. In such event,
Contractor shall comply with the following:
28.5.1
All Owner facilities are smoke free. Smoking is strictly prohibited;
28.5.2 All Employees shall be provided an identification badge by
Contractor. Such identification badge must be prominently displayed on the outside of
the Employees' clothing at all times. All Employees working at the Project site must log
in and out with the Contractor each day;
28.5.3 Contractor shall strictly limit its operations to the designated work
areas and shall not permit any Employees to enter any other portions of Owner's
property without Owner's expressed prior written consent;
28.5.4 All Employees are prohibited from distributing any papers or other
materials upon Owner's property, and are strictly prohibited from using any of Owner's
telephones or other office equipment;
28.5.5 All Employees shall at all times comply with the OSHA regulations
with respect to dress and conduct at the Project site. Further, all Employees shall
comply with the dress, conduct and facility regulations issued by Owner's officials
onsite, as said regulations may be changed from time to time;
GC-CA-H-23
28.5.6 All Employees shall enter and leave Owner's facilities only through
the ingress and egress points identified in the site utilization plan approved by Owner or
as otherwise designated, from time to time, by Owner in writing;
28.5.7 When requested, Contractor shall cooperate with any ongoing
Owner investigation involving personal injury, economic loss or damage to Owner's
facilities or personal property therein;
28.5.8 The Employees may not solicit, distribute or sell products while on
Owner's property. Friends, family members or other visitors of the Employees are not
permitted on Owner's property; and
28.5.9 At all times, Contractor shall adhere to Owner's safety and security
regulations, and shall comply with all security requirements at Owner's facilities, as said
regulations and requirements may be modified or changed by Owner from time to time.
29. PROJECT MEETINGS.
Prior to the commencement of Work, the Contractor shall attend a pre-construction
conference with the Project Manager, Design Professional and others as appropriate to
discuss the Progress"Schedule, procedures for ~andling shop drawings and qther
submittals, and for processing Applications for Payment, and to establish a working
understanding among the parties as to the Work. During the prosecution of the Work,
the Contractor shall attend any and all meetings convened by the Project Manager with
respect to the Project, when directed to do so by Project Manager or Design
Professional. The Contractor shall have its subcontractors and suppliers attend all such
meetings (including the pre-construction conference) as may be directed by the Project
Manager.
30. VENDOR PERFORMANCE EVALUATION
Owner has implemented a Vendor Performance Evaluation System for all contracts
awarded in excess of $25,000. To this end, vendors will be evaluated on their
performance upon completion/termination of this Agreement.
31. MAINTENANCE OF TRAFFIC POLICY
For all projects that are conducted within a Collier County Right-of-Way, the Contractor
shall provide and erect Traffic Control Devices as prescribed in the current edition of the
Manual On Uniform Traffic Control Devices (MUTeD), where applicable on local
roadways and as prescribed in the Florida Department of Transportations Design
Standards (OS), where applicable on state roadways. These projects shall also comply
with Collier County's Maintenance of Traffic Policy, #5807, incorporated herein by
reference. Copies are available through Risk Management and/or Purchasing
Departments, ~nd'available on-line at colliergov.neUpurchasing.
The Contractor will be responsible for obtaining copies of all required manuals, MUTCD,
FDOT Roadway & Traffic Design Standards Indexes, or other related documents, so to
GC-CA-H-24
become familiar with their requirements. Strict-adherence to the requirements of the
Maintenance of Traffic ("MOT") policy will be enforced under this Contract.
All costs associated with the Maintenance of Traffic shall be included on the line item on
the bid page. If MOT is required, MOT is to be provided within ten (10) days of receipt
of Notice of Award.
32. SALES TAX SAVINGS AND DIRECT PURCHASE
32.1 Contractor shall pay all sales, consumer, use and other similar taxes associated
with the Work or portions thereof, which are applicable during the performance of the
Work. No markup shall be applied to sales tax. Additionally, as directed by Owner and
at no additional cost to Owner, Contractor shall comply with and fully implement the
sales tax savings program with respect to the Work, as set forth in section 32.2 below:
32.2 Notwithstanding anything herein to the contrary, because Owner is exempt from
sales tax and may wish to generate sales tax savings for the Project, Owner reserves
the right to make direct purchases of various construction materials and equipment
included in the Work ("Direct Purchase"). Contractor shall prepare purchase orders to
vendors selected by Contractor, for execution by Owner, on forms provided by Owner.
Contractor shall allow two weeks for execution of all such purchase orders by Owner.
,- Contractor represents and warrants that it will u'se its best efforts to cooperate' with
Owner in implementing this sales tax savings program in order to maximize cost
savings for the Project. Adjustments to the Contract Amount will be made by
appropriate Change Orders for the amounts of each Owner Direct Purchase, plus the
saved sales taxes. A Change Order shall be processed promptly after each Direct
Purchase, or group of similar or related Direct Purchases, unless otherwise mutually
agreed upon between Owner and Contractor. With respect to all Direct Purchases by
Owner, Contractor shall remain responsible for coordinating, ordering, inspecting,
accepting delivery, storing, handling, installing, warranting and quality control for all
Direct Purchases.
Notwithstanding anything herein to the contrary, Contractor expressly acknowledges
and agrees that all Direct Purchases shall be included within and covered by
Contractor's warranty to Owner to the same extent as all other warranties provided by
Contractor pursuant to the terms of the Contract Documents. In the event Owner
makes a demand against Contractor with respect to any Direct Purchase and
Contractor wishes to make claim against the manufacturer or supplier of such Direct
Purchase, upon request from Contractor Owner shall assign to Contractor any and all
warranties and Contract rights Owner may have from any manufacturer or supplier of
any such Direct Purchase by Owner.
32.3 Bidder represents and warrants that it is aware of its statutory responsibilities for
sale tax under Chapter 212, Florida Statutes, and for its responsibilities for Federal
excise taxes.
33. SUBCONTRACTS
33.1 Contractor shall review the design and shall determine how it desires to divide
the sequence of construction activities. Contractor will determine the breakdown and
GC-CA-H-25
composition of bid packages for award of subcontracts, based on the current Project
Milestone Schedule, and shall supply a copy of that breakdown and composition to
Owner and Design Professional for their review and approval prior to submitting its first
Application for Payment. Contractor shall take into consideration such factors as
natural and practical lines of severability, sequencing effectiveness, access and
availability constraints, total time for completion, construction market conditions,
availability of labor and materials, community relations and any other factors pertinent to
saving time and costs.
33.2 A Subcontractor is any person or entity who is performing, furnishing, supplying
or providing any portion of the Work pursuant to a contract with Contractor. Contractor
shall be solely responsible for and have control over the Subcontractors. Contractor
shall negotiate all Change Orders, Work Directive Changes, Field Orders and Requests
for Proposal, with all affected Subcontractors and shall review the costs of those
proposals and advise Owner and Design Professional of their validity and
reasonableness, acting in Owner's best interest, prior to requesting approval of any
Change Order from Owner. All Subcontractors performing any portion of the Work on
this Project must be "qualified" as defined in Collier County Ordinance 87-25, meaning a
person or entity that has the capability in all respects to perform fully the Agreement
requirements with respect to its portion of the Work and has the integrity and reliability
to 9~sur~ good faith performance.
33.3 In addition to those Subcontractors identified in Contractor's bid that were
approved by Owner, Contractor also shall identify any other Subcontractors, including
their addresses, licensing information and phone numbers, it intends to utilize for the
Project prior to entering into any subcontract or purchase order and prior to the
Subcontractor commencing any work on the Project. The list identifying each
Subcontractor cannot be modified, changed, or amended without prior written approval
from Owner. Any and all Subcontractor work to be self-performed by Contractor must
be approved in writing by Owner in its sole discretion prior to commencement of such
work. Contractor shall continuously update that Subcontractor list, so that it remains
current and accurate throughout the entire performance of the Work.
33.4 Contractor shall not enter into a subcontract or purchase order with any
Subcontractor, if Owner reasonably objects to that Subcontractor. Contractor shall not
be required to contract with anyone it reasonably objects to. Contractor shall keep on
file a copy of the license for every Subcontractor and sub-subcontractor performing any
portion of the Work, as well as maintain a log of all such licenses. All subcontracts and
purchase orders between Contractor and its Subcontractors shall be in writing and are
subject to Owner's approval. Further, unless expressly waived in writing by Owner, all
subcontracts and purchase orders shall (1) require each Subcontractor to be bound to
Contractor to the same extent Contractor is bound to Owner by the terms of the
Contract Documents, as those terms may apply to the portion of the Work to be
performed by the Subcontractor, (2) provide for the assignment of the, subcontract or
purchase order from Contractor to Owner at the election of Owner upon termination of
Contractor, (3) provide that Owner will be an additional indemnified party of the
subcontract or purchase order, (4) provide that Owner, Collier County Government, will
be an additional insured on all liability insurance policies required to be provided by the
Subcontractor except workman's compensation and business automobile policies, (5)
GC-CA-H-26
assign all warranties directly to Owner, and (6) identify Owner as an intended third-party
beneficiary of the subcontract or purchase order. Contractor shall make available to
each proposed Subcontractor, prior to the execution of the subcontract, copies of the
Contract Documents to which the Subcontractor will be bound. Each Subcontractor
shall similarly make copies of such documents available to its sub-subcontractors.
33.5 Each Subcontractor performing work at the Project Site must agree to provide
field (on-site) supervision through a named superintendent for each trade (e.g., general
concrete forming and placement, masonry, mechanical, plumbing, electrical and
roofing) included in its subcontract or purchase order. In addition, the Subcontractor
shall assign and name a qualified employee for scheduling direction for its portion of the
Work. The supervisory employees of the Subcontractor (including field superintendent,
foreman and schedulers at all levels) must have been employed in a supervisory
(leadership) capacity of substantially equivalent level on a similar project for at least two
years within the last five years. The Subcontractor shall include a resume of experience
for each employee identified by it to supervise and schedule its work.
33.6 Unless otherwise expressly waived by Owner in writing, all subcontracts and
purchase orders shall provide:
33.6.1 That the Subcontractor's exclusive remedy for delays in the
performance of the subcontract or purchase order caused by events beyond its control,
including delays claimed to be caused by Owner or Design Professional or attributable
to Owner or Design Professional and including claims based on breach of contract or
negligence, shall be an extension of its contract time.
33.6.2 In the event of a change in the work, the Subcontractor's claim for
adjustments in the contract sum are limited exclusively to its actual costs for such
changes plus no more than 10% for overhead and profit.
33.6.3 The subcontract or purchase order, as applicable, shall require the
Subcontractor to expressly agree that the foregoing constitute its sole and exclusive
remedies for delays and changes in the Work and thus eliminate any other remedies for
claim for increase in the contract price, damages, losses or additional compensation.
Further, Contractor shall require all Subcontractors to similarly incorporate the terms of
this Section 33.6 into their sub-subcontracts and purchase orders.
33.6.4 Each subcontract and purchase order shall require that any claims by
Subcontractor for delay or additional cost must be submitted to Contractor within the
time and in the manner in which Contractor must submit such claims to Owner, and that
failure to comply with such conditions for giving notice and submitting claims shall result
in the waiver of such claims.
34. CONSTRUCTION SERVICES
34.1 Contractor shall maintain at the Project site, originals or copies of,
on a current basis, all Project files and records, including, but not limited to, the following
administrative records:
GC-CA-H-27
34.1.1
34.1.2
34.1.3
34.1.4
34.1.5
34.1.6
34.1.7
34.1.8
34.1.9
34.1.10
34.1.11
34.1.12
34.1.13
34.1.14
34.1.15
34.1.16
34.1.17
34.1.18
34.1.19
34.1.20
34.1.21
34.1.22
34.1.23
34.1.24
34.1.25
34.1.26
34.1.27
34.1.28
34.1.29
34.1.30
34.1.31
34.1.32
Subcontracts and Purchase Orders
Subcontractor Licenses
Shop Drawing Submittal/Approval Logs
Equipment Purchase/Delivery Logs
Contract Drawings and Specifications with Addenda
Warranties and Guarantees
Cost Accounting Records
Labor Costs
Material Costs
Equipment Costs
Cost Proposal Request
Payment Request Records
Meeting Minutes
Cost-Estimates
Bulletin Quotations
Lab Test Reports
Insurance Certificates and Bonds
Contract Changes
Permits
Material Purchase Delivery Logs
Technical Standards, ,
Design Handbooks
"As-Built" Marked Prints
Operating & Maintenance Instruction
Daily Progress Reports
Monthly Progress Reports
Correspondence Files
Transmittal Records
I nspection Reports
Punch Lists
PMIS Schedule and Updates
Suspense (Tickler) Files of Outstanding
Requirements
The Project files and records shall be available at all times to Owner and Design
Professional or their designees for reference, review or copying.
34.2 Contractor Presentations
At the discretion of the County, the Contractor may be required to provide a brief update
on the Project to the Collier County Board of County Commissioners, "Board", up to two
(2) times per contract term. Presentations shall be made in a properly advertised Public
Meeting on a schedule to be determined by the County Manager or his designee. Prior
to the scheduled presentation date, the Contractor shall meet with appropriate County
staff to discuss the presentation requirements and format. Presentations may include,
but not be limited to, the following information: Original contract amount, project
schedule, project completion date and any changes to the aforementioned since Notice
to Proceed was issued.
GC-CA-H-28
35. SECURITY
If required, Contractor shall be responsible for the costs of providing background checks
and drug testing for all employees that shall provide services to the County under this
Agreement. This may include, but not be limited to, checking federal, state and local
law enforcement records, including a state and FBI fingerprint check, credit reports,
education, residence and employment verifications and other related records.
Contractor shall be required to maintain records on each employee and make them
available to the County for at least four (4) years.
36. VENUE
Any suit or action brought by either party to this Agreement against the other party
relating to or arising out of this Agreement must be brought in the appropriate federal or
state courts in Collier County, Florida, which courts have sole and exclusive jurisdiction
on all such matters.
37 . VALUE ENGINEERING
All projects with an estimated cost of $10 million or more shall be reviewed for
consideration of a Value Engineering (VE) study conducted during project development.
A .iproject" shall be defined as the collective contracts, which may include but not be
limited to: design, construction, and construction, engineering and inspection (CEI)
services. Additionally, any project with an estimated construction value of $2 million or
more may be reviewed for VE at the discretion of the County.
38. ABOVEGROUND/UNDERGROUND TANKS
An underground 62-761, Florida Administrative Code (F.A.C.) or aboveground 62-762,
F.A.C. regulated tank requires notification to the 'County' prior to installation or closure
of the tank. The Pollution Control Department (239-252-2502), via contract GC-690
with the Florida Department of Environmental Protection (FDEP), is the County (local
program) for the purposes of these rules.
Regulated tanks require notification to the 'county' local program thirty (30) days prior to
installation and again forty-eight (48) hours prior to commencement of the installation.
Closure activities require a ten (10) day notification and then a fortYMeight (48) hour
notification prior to commencement. The notification is to allow for scheduling of the
inspections pertaining to the installation/closure activities. A series of inspections will
be scheduled based upon system design after discussing the project with the
contractor/project manager. Specifics on applicability, exemptions, and requirements
for regulated pollutant storage tank systems can be found in 62-761, F.A.C. and 62-762,
F.A.C. or you may contact the Pollution Control Department with your questions. .
Please note that equipment must be listed on the FDEP approved equipment list and
will be verified at inspection' along with installation and testing procedures. The
approved equipment list is constantly updated and can be found at the FDEP Storage
Tank Regulation website along with rules, forms and other applicable information.
GC-CA-H-29
39. STANDARDS OF CONDUCT: PROJECT MANAGER, SUPERVISOR, EMPLOYEES
The Contractor shall employ people to work on Owner's projects who are neat, clean,
well-groomed and courteous. Subject to the Americans with Disabilities Act, Contractor
shall supply competent employees who are physically capable of performing their
employment duties. The Owner may require the Contractor to remove an employee it
deems careless, incompetent, insubordinate or otherwise objectionable and whose
continued employment on Owner's projects is not in the best interest of the County.
40. DISPUTE RESOLUTION
Prior to the initiation of any action or proceeding permitted by this Agreement to resolve
disputes between the parties, the parties shall make a good faith effort to resolve any
such disputes by negotiation. The negotiation shall be attended by representatives of
CONSULTANT with full decision-making authority and by OWNER'S staff person who
would make the presentation of any settlement reached during negotiations to OWNER
for approval. Failing resolution, and prior to the commencement of depositions in any
litigation between the parties arising out of this Agreement, the parties shall attempt to
resolve the dispute through Mediation before an agreed-upon Circuit Court Mediator
certified by the State of Florida. The mediation shall be attended by representatives of
CONSULTANT with full decision-making authority and by OWNER'S staff person who
would make the presentation of any settlement reached at mediation to OWNER'S
board for approval. Should either party fail to submit to mediation as required
hereunder, the other party may obtain a court order requiring mediation under Section
44.102, Fla. Stat.
Any suit or action brought by either party to this Agreement against the other party
relating to or arising out of this Agreement must be brought in the appropriate federal or
state courts in Collier County, Florida, which courts have sole and exclusive jurisdiction
on all such matters.
GC-CA-H-30
EXHIBIT I
SUPPLEMENTAL TERMS AND CONDITIONS
1. The County may, at its discretion, use VISA/MASTER card credit network as a
payment vehicle for goods and/or services purchased as a part of this contract.
GC-CA-I-1
EXHIBIT J
TECHNICAL SPECIFICATIONS
GC-CA-J-1
EXHIBIT K
PERMITS
GC-CA-K-1
PERMIT TO PERfORM WORK AND/OR MAINTENANCE
IN PUBLIC RIGHT-Of-WAY
GROWTH MANAGEMENT DIVISION I ROW PERMITTING INSPECTION
2800 NORTH HORSESHOE DRIVE, NAPLES, FLORIDA 34104
ROW Section Telephone #252-5767 Inspection Telephone # without Building Permit: 252-2417
Inspection Telephone # with ~uilding Permit: 643-9757
A COPY OF THIS PERMIT MUST BE ON THE JOBSITE AT ALL TIMES.
FAILURE TO COMPLY MAY CAUSE JOB SHUT DOWN. CALL
Department: Transportation Operations
Date Issued: , 09/13/2010
SDP/AR Number: PSP Number: Building Permit Number:
Project Name: GOLDEN GATE MSTU IMPROVEMENTS
Project Address: HUNTER BLVD & CORONADO PKWY
Subdivision: Lot: Block:
Section: Township: Range:
Right-of-Way Permit Number 1 0-0361-E
Unit:
Folio No.
Tract
AAJ.J..tJ..L .lJ..L.LJ....lJ.uJ.~...~~J.RR "J.~~.L ~ UUJ.J..LJ.J.J. "'U.AUJ.UU1UU~"'J.U.L&"uuJ. .........U.l.Ll11UJ.l.l111..11.lJ.,U,.lUl......UUJ.U....Ll1.l1U..LU...........J.1LU.l,U,Ul1UUU1Ul 1........11..1.1).11111111.1.11
Type of Construction: LANDSCAPE & IRRIGATION
Detail: HUNTER BLVD & CORONADO PKWY LANDSCAPE & IRRIGATION IMJ;RV. '
The work herein described an;! pelJl1itted is to be commenced on or about '9 .//~ And
completed no later than 3~ ~ E . t" d t ~ k d "b d 3/31/2011
xplra Ion a e lor wor escrI e :
AJ.UU,U.U,U.1U J.~.L~_____.U..U."l&U".LUJ;_I___ .U1.L.U.U..U.,U,lUJ.__U.L.LI,I,.LJ. _J. .l.L.L__l__1 l__J.J.___ IUUUU .U.I,'uU.L.l.L__A U1UI.lU,U1U.J.ll1.L l1U.uUU1UU,....ul~U...l...U1J.1 Ul1111111,U
"Property Owner,Narne:'C:C.'ATM DEP~F-,-------n--n.--'-eontractor'sName:-'--' C:C.-ATM DEPT:"" , '-,"
Property Owner's Address: 2885 S. HORSESHOE DR. Business Address 2885 S. HORSESHOE DR.
City: NAPLES State: FL Zip: 34104 City: NAPLES State: FL Zip: 34104
Telephone Number: 239-252-5775 Telephone Number: 239-252-5775
Notes:
1.Work shall be performed in accordance with approved
plan, Conditions of Permit appearing on reverse side,
stipulations specified as part of this permit and in
accordance with Collier County Ordinance # 09-19 and
the "Public Right-of-Way Construction Standards
HandboOk,"'atest edition.
2. Applicant declares that prior to filing this application
he ha!? ascertained the location of all existing utilities,
both aerial and underground. Any changes to any utility
shall be the responsibility of the Permittee for all cost.
3. If right-of-way permit is issued in conjunction with a
building permit, the right-of-way permit expires upon
completion of the building.
Permit Status: ISSUED JM
4. If the application is made by any person or firm other
than the owner of the property involved. a written consent
from the property owner shall be required prior to
processing of the application.
5.Transportation Services Division approval does not
exempt the permittee from gaining approval from any
State, Federal or Local Agencies having jurisdiction over
the proposed work.
6. This permit is contingent upon Permittee obtaining
necessary rights of entry for construction and maintenance
where required right-of-way for public use has not been
dedicated and accepted by Collier County.
CIIdU.1III lib. ..IbM IhllIIIUfY tMllrrtB n IDn ..... III "-_I[ BUt If 1h81Ct1111 CIIIItrII:1IDn IIIIIIr ua PII'Bt
Fllb'BII-n .._lib 11m dIwB. If tIIn n MYIIIIBwIIt........... NItII filii wllIDY.
SEE REVERSE SIDE FOR CONDITIONS
CONDITIONS OF PERMIT
1. This pennit must be kept on the work site and be available upon request or prominently displayed.
2. Permits are required for all work performed in any rights-of-way or easements provided for public use In the unincorporated area of Collier County and
In those public rights-of-way or easements. which are maintained by Collier County, but lie within municipal boundaries.
3. Wh,en pennitted facilities are placed within a public right-of-way or easement, the installation is for pennisslve use only and placing of facilities shall
not operate to create or vest any property right In the associated right-of-way or easement to the permittee. Furthennore. the permittee shall be
responsible for maintenance of such facilities until they are removed, unless otherwise specified.
4. All materials and equipment. including Maintenance of Traffic (MOT) and equipment placement, shall be subject to inspection by the Growth
Management Division. '
5. Requests for pre-inspections shall be made 72 hours prior to commencing work requiring inspection.
'6. No lane closures will be pennitted between the hours of 7:00 - 9:00 A. M. and 3:30 - 6:30 P.M.
7. Prior to construction, the Contractor/Pennlttee shall submit a Maintenance of Traffic plan (MOT) for any constructlon project involving work or activity
that may affect traffic on any County street, roadway or bikepathlsidewalk. The MOT must be signed by either a Professional Engineer or person
certified by the International Municipal Signal Association (IMSA) if affecting Arterial or Collector Roadways. unless waived by the Growth
Management Division, Road Maintenance Department. The driveway fill and driveway culvert including soil erosion/sedimentation control measures
must be installed prior to the start of any earth moving construction activity with drainage plans, culvert size. soli erosion/sedimentation controls,
elevation offset, and ditch slope designed and certified by a licensed engineer for all commercial projects.
8. During construction the Contractor/Pennlttee shall comply with the "State of Florida Manual of Traffic Control and Safe Practices for Street and
Highway Construction, Maintenance, and Utility Operations" and with the "Manual On Unifonn Traffic Control Devices" and with all other goveming
safety regulations and shall maintain the approved site drainage plan and soil erosion/sedimentation control plan.
9. The Pennittee shall hold the County hannless and the County shall be relieved of all responsibility for any damage or liability of any nature arising
from work authorized and perfunned under this pennit.
10. All crossings of existing pavement shall be made by jacking and boring at a minimum depth of thirty-six inches (36"), unless otherwise authorized by
the Growth Management Division for goOd cause shown.
11. All overflead Installations must meet a minimum four foot separation to communication lines (both vertically and horizontally), minimum seven foot
separation to guys (both vertically and horizontally) and minimum, ten, foot separation to neutrals (both vertically. and horizontally), and meet and/or
exceed all other OSHA requirements as may be detennined by OSHA clearance requirements and/or fonnulas relevant to overflead lines clearances
and/or separations requirements (both vertically and horizontally), and all underground crossings shall be placed at, a minimum depth of thirty-six
inches (36") below the pavement and/or a minimum depth of twenty-four inches (24") below the designed roadside ditch or swale invert. Primary
cable (voltage exceeding 500 VOlts) shall have minimum thirty-six inch (36") cover. Secondary cable (voltages less than 500 volts) shall have a
minimum thirty-inch (30") cover. Exception may be made by authority of the Growth Management Division for good cause shown.
12, Two prints of the proposed work covering details of this installation shall be made a part of this penni!. If additional plans are required, they shall
become a part of this permit. '
13. Following completion of all pennitted work. grassing and/or seeding shall be required for any disturbed rights-of-way.
14, All property disturbed by work authorized by this pennit must be restored to better than. or equal to. irs original condition, and to the satisfaclionof the
County.
15. Whenever deemed necessary by the County for the construction. repair. maintenance, Improvement. alteration or relocation of applicable right-of-way
or easement and when so notified by the County, any or all poles. wires. pipes, culverts. cables. sod, landscaping. driveways. sprinklers, or'other
facilities and appurtenances authorized shall be removed from said right-of-way or easement, or reset or relocated thereon as required, to be installed
by this Permit, and at the expense of the pennittee. his successor, or assign.
16. When the permittee, or his successor, or assign is notified of a need for construction; repair, maintenance, improvement. alteration of or relocation
within the right-of-way or easement and no action is taken by the responsible party within the lime frame specified by the County. the County shall
cause the permitted work to be altered, relocated, or removed. With the total expense being borne solely by the pennlttee or the responsible party.
17. Permits shall generally be In a fonn approved by the Board of County Commissioners and shall include the time of commencement, the number of
days the job is expected to take, and the approximate date of completion. The pennlt will expire ninety (9O) days after the designated completion
date. unless authorized in the specifiC instance for a longer or shorter period. If the work has not been completed by the expiration date. there will be
a renewal fee, set by Resolution, payable upon extending the expiration date for an additional ninety (90) days.
18. All correspondence regarding construction procedures will be through the pennittee. or his authorized agent or consultant, and not through any
contractor or subcontractor. '
19. If there are any lane closures or work that will impede normal traffic flow. The pennit holders are obligated to infonn the road alert coordinator at 239-
252-8192 and the ROW Permit Section at 239-252-5767, three working days prior to construction.
20. Collier CountyTraffic Operations Department Inspection Staff shall be notified in writing either via fonn letter (To: Collier County Traffic Operations.
At: 2885 Horseshoe Drive South, Naples FL 34104) or e-mail (TrafficOps@colliergov.net) a minimum of 72 Hours prior to the commencement of jobs
that include overhead or underground work that will be conducted as part of construction or maintenance projects within Collier County or State road
rights-of-way within Collier County and 12 hours prior to any and all daily work to be performed throughout the entire length of construction or
Maintenance projects. Any rescheduling of work shall be provided in writing. All underground facilities must be located prior to construction.
21. Prior to acceptance by the County (including issuance of Certificate of Occupancy), the ROW Pennitting Section shall be notified by mailing or
delivering a requesffor a final inspection to the, ROW Pennittlng Section, 2800 North Horseshoe Drive, Naples, Florida 34104. or by phone, 239-252-
2417. upon completion of authorized work. All as built surveys shall be submitted in GIS format following Collier County Growth Management
Division Standard for Design and As-Built Electronic Drawings (APPENDIX B) in addition to signed and sealed copies of the as-built survey.
EXHIBIT L
STANDARD DETAILS
GC-CA-L-1
EXHIBIT N
CONTRACTOR'S KEY PERSONNEL ASSIGNED TO THE PROJECT
GC-CA-N-1
COIlPONENTS OF CONTRN:T PLANS SET
IIEDIAN IIIPR(]{EIIENT PLANS
LANDSCAPE & IRRIGATION PLANS
A DCTAaLO IIIC/U Alf'fMS 011 TPE
KEf Sl€ET OF CN:H CJ:M#IOItEJIT
INDEX OF IIEDIAN IIIPR(]{EIIENT PLANS
, KErSHEET
t I'tNI SHEET tROJT IUP
.J rrPCN. SECTors
4 SPfClAL DCTMS
5 SlEEVE DETAIL
. IiEMEIW. IIl1TES
7 SlNJlAIfT OF 1'.0- lTEIISJQJNITmES
. - lD ~ I'NfXWN I'lNI SHEETS-
n - .D IMITER IDJt&AMJ I'U/I SHEETS-
.
IfGTE t I'lNI SHEETS IIICUJDE
St;llM; AltO IUlf/Clwr; IIIIWNEIIEJITS.
AS N'f'a:NJlE
aJUJER auIfT'f 1'IDIEr:r 1io.4SaJtl11/ID
~
aJt.J.ER aJWT'( a:IRJ OF aJJIIrr
ClJIllltSSlOItOfS
:JJtJI E. TN/IAIII TRAIL
1UPlES, FL J412
a:J/JMJII(ATIIIG
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lII!5 SlUfH IlJR5ESHJE ORNE
IIAPlES, FUJ/tGA..J<<H
I'IOIE: m l:52 5115
DESKiN aJII9JLTNtTS:
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ClHMC srACWlDS IiG Sl'EUOTCIIS:
f"UIta llD'NlfnErr ~ 7JIN!5P'atT",....
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,., &W'IJII,..,.IWInttII_Mlat_
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COLLIER COUNTY
BOARD OF COUNTY COMMISSIONERS
DEPARTMENT OF ALTERNATIVE TRANSPORTATION MODES
GOLDEN GATE BEAUTIFICATION
MUNICIPAL SERVICE TAXING UNIT (MSTU)
CONTRACT PLANS
CORONADO PARKWAY &- HUNTER BOULEVARD
MEDIAN IMPROVEMENT PLANS
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PROJECT IIANNJER: DAllRYL RICHARD, RLA, 115TU PROJECT IIANNJER
IDDIR' SHaJ DRMIJIGS
lD BE SUBllrrTED 10:
1Itdjee & /I4Uda:te4
Landscape Architecture
DESIGN .. ENVJRCNHENTAL ~EHENT .. PLANIIIHti
51!l1q T_I....1 T...,l E..".. Napl.., F'l..."d. 34113
Phon., l23. 417-117117 F.., 123"1) 417-117118
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DESIGN SPEED = 3S11PH
POSTED SPEED = 25IJPH
CORONAIXJ PAIli'II(M
DESIGN SPEED = 3S11PH
POSTED SPEED = 3S1iPH
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. REFER TD .PROPOSED /lEO/AN FILL SECTION"
ON SPECIAL DETAILS SHEET, AS APPLICABlE
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. REFER TO "PROPOSED /lEO/AN FILL SECTION"
OH SPECIAL DETAILS SHEET" AS APPLICABLE
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TYPICAL SECTIONS
. C1JIISTIIX:T 0JR8 AS PER INDEx NoJiXJ FOR TYPE 'F' CURB
NiO tJ IICH WTTER
EXISTING MEDIAN
4- LIJ/ERfXKlUJR KXJI OR ASPHALT BASE
ClJRB PAD (INCIDENTAL TO CURBI
..
FIHISH SOIL GRADE
SOD TO BE PUCED ON
TOP OF GltNJED SURFN:E, AS APPLICABLE
PROPOSED MEDIAN FILL SECTION
HOT TO SCALE
~ IIEOIAN TOPSOIL BICK FIll.
~ (SEE TOPSDIL SPECIFICATION NOTESI
T'DPst'J1l SPFCIFr.ATIDN NOn:!:
I FIN~ SOil 'ArFR
IJ FINISH SOIL UTER SIIAlL BE PERTHE
FOOT fSTAIIOARO SPECIFCATI31tS FOR ROAD
NID BRmE CfMtST1r/CTIJIt, SECTON 16.2 AND 96T
FutlSH SOIL urER COIIPOSITIJN
9I1T - Z - I DlGAIIC SOIL 2D%
98T - Z - I TQP SOIL 6O:C
96T - Z - J COI/POST ZOiC
IIORTAIf SEr AND TOE IN
LAST RIM OF PAVERS
ON COliC. BASE FOR
RESTRAINT
a['"
Q~
~='-
TrPCAL PATTERN:
"OLD lfORt..Jr COBBLESTONE PATTERN
lAID RAJlODIIlY WITH SOW/ER COURSE
EJ1GES
a- OIA. 81' J6- LENGTH SCH. <40 PVC
VE'RTCAI. SIGN POST StEEVE. FIll.
WITH PAVER BEDOI/iG SNiD. l.DCATE
AT EXISTING SIGN OR PER STIJIDA/iD
PLNI CALL our
TYPICAL MEDIAN CONCRETE PAVERS DETAIL
~ ~:TO~
I. PAVER$-'NSTAUATION $H.ALL.BE lit.~~,WffH.faJT 'STAJiQA[W Sf?ECIFt;AT1JNS
FOR RlJADS AND BRIDGES CONSTRlJCTDIf SfCTtJII 52& 'A/f:HITECTURAl. PAVERS. .
2. CONFfRI/ COlOR AIIO SIZE WITH (MHER PRDR TO ORDERING AltO IIiSTAl..l.JNG PAVERS.
ACTUAL PAVER SAMPlES TO BE SUBllITTED TO (MHER. CfXJRl)IHAT'E INSTATAllATKJN PATTERN
WooT WITH OWNER'S /fEPRESENTATNE TO IIAXIIIIZE INSTAU.ATDN EFFC/EIICr.
J. BASE SHAlL BE INSTAUED PER FtxTT 'STA1tDARD SPECIFI:ATKJNS FOR RJAD NtD BRltx.iE
CONSTRllCTIO"f PER CONCRETE PAVI/fG 'ffrrH CLASS I CDNCRETE.
nFmRJJ.TtVE tNTFRIOCKING roNCRETF. PAVIItC.
I. SEE TltE TYPICAL MEDIAN CONe PAVER DETAIL ABJYE FOR A/JOlTlOffAl. INSTALtATIOII
REOO)REIIENTS
2. THE- PAVERS SltAl.L IIEET ASTII DESK:NATlOII C 916-82 LAJO III A COBBlE.STOJrE PATTERN
Wfflt :J DIFFERENT SIZE PAVERS' 7"t.JI-r; 4~Ii"X~- AltO ",,"xa- I, LAIO RJJitxJllfl.
J. PAVER COlORS SHAU. CONSIST OF IIJ EI/ERAlD GREE", I/J uED"" GREEN; AliD IIJ CREAM.
CfJlDR SHAU. BE INTEfGRATED 11110 PAVER TO A 1I/N11/fJ1I11Z" DEPTH.
4. BIDDER SHAlL PICJVIDE INSTALlED sa YO UN" PRCES FOR PAvERS
TO INCWDE EXCAVATKJN, BASE AND TESTING Bf APPRJVED TESTfIKJ FICIUTY
G'.,. 7lJRN lANE rrrPI FOOT IIODIFIED
EXIST. PAVT TYPE .r IIEDIAN CURB
SMtOIT AND IlATDt
EXIST PAVT
IIFDtAN GRADING AND SOli PRFPARATIDN 5P€CIF/CATKJNS
RFr:rJMMFNDFD S/TF. PR€PARATIDN PROCEOORE AND GRAD/Nt: IiOTFS
I. INSTALL IRRIGATI01t IIAlN LINES, AND STUB UP VALVE
ta:A.TKJN TO "ffHIN EIGHT INCHES OF EXISTING StJRF/ICE
GRNJE.
z.. REMOVE IRRIGATION EXCAVATION DEBRIS, UNSUITABLE EXCAYATEO
SOILS AND EXCESS FILL
J. SPIU:I Exl5TlHG uEDIANS WITH COHTJiCT HERBICIDE FOR fOOX KILL
IS APPFOVED Sf I.AHDSt:APE ARCHITECT AND IAAINTAlKS IlEDIAIIS
WEED FREEWRI/iG INSTAI.1ATION FINAl. JCCEP;TNiCE4
4. WJTDR TlUJlEDIAN IS utCHES DEEP TO WITHIN IS INCHES OF
THE BlOC OF CTJRBIHG, ROTOR TIlL WITH ROAlMAYBASE TYPE TIllER.
5. FINE GRADE MEDIANS TO PROPOSED UNIFORJ/ GIl PmFllE AND REIlfNE
ALL DEBRIS URGER THNt I INCH IN OIAJIETER FROII WITHIN THE TOP OF
THE FINISH GRADE.
EXCAVATK)N
INCIDENTAL
TO PAVT
l.z 7DP SOIL CDllPOSITK;N
CfJJIl!1JlEJIIS IIOlI/UF IIFA.WRF PARTIC1F SI7F
O<<;NlI: "ATTER OS TO -a
SILT R TO <fOX 0.05 - O.mz 1/11
SAND EDX TO SS% 0.20 - 0.D50 1111
CLN J% ru DX 0.002 a. BEU1Ir
I.2.J TOP SOIL: TOPSOIL SHAlL BE FRIABlE, FERTILE SOIL WITH
REPRE,SEIITATNE CHARlCTERISTICS OF lJJCAL SOILS. THERE
SHALl. BE NO EXOTIC OR HOXOJS wEEDS OR WEEO SEEDSlI.E HUT
CRASS, BERJ/fJDA GRASS', SE(X;ES AND TIfE UK-EI. IN NO CASE SHALL
THERE BE MORE THAN FNE PEICENT '5%1 8f 'IOUJIIE OF STONES,
COURSE SAItO, GRAVEl.. OR CLIT WIlPS LARCER THAN ONE INCH (n
IN DIAMETER. THE SOIL pH RANGE SHALL BE aETWEEJ/ 5,5 AND 7.5
~~~~~.,ft4
-.
--
---
~ TrebllcoclC
UUUDi".u!JlonrID8
.
Ji IWSED LIP
~
.RA/SED LIP AUDNS FOR FUTURE OVERur
ISf OTHERSJ
PAVEIIENT 'rflDENI16 SECTDNI
6- TYPE B - 12.5 ,BASEI
Z" SP-12.5 fST1U.:TVRAL COURSEJ
I. SP-9.5
.. UIIERtJCXlt.BR OJI
OR ASPHAl.T BASE-
CURB PAD (INCIDENTAL TO CURBJ
PAVEMENT WIDENING SECTION
/fOT TO SCALE IIOIUIIJI rUlllt:OCt, AD, " lID. (111I
n:s CERTIFCATOI OF NJT#DIf'ZATOII 110. ur.J6
aJU.lliItaJllltl1T~.c.7JtJiI'
SPECIAL DETAILS
aJIlONdlIO KWr &l/Ul'I1'D IIl,W
G10UJEN tUni' .a&f.077RC4~ KS.7U
-L-
(' BJJI:. OR SIDf'WAUC
ar a' [.D.P.
SlEEVE MMJERJStEEVE SIZE
OJ'
SlEEVe LENGTH
8/J.c.
EIJ.P.,
IRRIGATION SLEEVE DETAIL
It.T~.
GENERAL HOTES
to All. StEEVF CItf1S NIL TO BE CAPPED UNTIL USE.
z.. N.L StEfVC EItI1S ARE TO HAVE ~JI EtECTlOi1CS M EalN. IIN:iltETC
WCATIN(; DEVCES fltSTAUEO AT EIaI CliO. FDR REUSE WATER.
oJ. IRlf1l:ATIQi SlEE'IES ARE TO DrCJtD A I/fIt/J/IJ1l OF .,. BE.TOND THE
8M:JC OF CURB WIfE" TIfF CRDSSDIGS ARE PEIU'EI/DCUUJf TO THE
1rJNJIfM. CJmSI.I'G:S WHERE SIEEVntG RIllS FROM IICD/AII #lOSE TO
IlEDWI #IOSC SLEEVES SHAU. EXTEIID A III1tIJlN (F 4' BE.TOND THE
BM:J( OF OJRIJ m PAlIERS.
4. AU. D/AECTOIAl. IJORJII:; OF lRIU;ATIJJt r:t)IaJ"l'StLEVlNC SHAJJ.
CfJI110U WITH THE FmT lITIUTT Al.'fXJIn/ODA.TOIS IINtlJA/..- OJMEIIT
EDlTIfJII OR FDOT DlSTRCT POU:r THA.T ExIST AT THe TIllE OF
C'OIISTRl/CT/OIf OR APPUCNJtE. CWIIrT 1m IIJJtfJAL CRiTERIA.
So 8.lJ.C. - BIa OF CJRB
E.D.P. - EtxiE OF 1'/lJlEIIEJiT
TYPICAL INSTALLATION OF IRRIGATION SLEEVES FOR
MEDIANS & ROAONAY CROSSINGS PLAN VIEW SCHEMATIC DETAIL
It~V'SIO.S
~&/!~
.':;"~~.a"':':~a<lI'-:'1::'.
- ---.......... ---
-.....-- .--.....-
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CDRONADO IVWY. HlIN1BR &lID
COI.JJEN at'TF: A6:4.unnr:A77Q"( HS.7U
SLEEVE DETAIL
IiORJIAII TREBItEOOC. NCP, I'C . "'116
rcs CERTIFCATKJII OF N./THORIZATKJII ",. ZT196
GeNERAL NOTES
Co nD'U0lS.....~_....,.4lUl cra:rrCKllTCN.""~
&. UfSf.. --.cr- ~__ lIIIC CDSJJIICTOI' ~n ~ --.~ IIICMlX.rra.
J,. _racJDltSlMU.fOn~OI05GISMOCL'r"'GId_",~"'~_,
_tz.NrIll.1'I.- ~or.... arliDV/l1rU I'D 1IC'~.,...-s lIiO"IIOlDI'foU'llI(~.
<C, .:::c::':;::-ID"''''/OII'C(lll;lCp~I/IPtOIM..nIf_<<'nU"ClISntOITlCI'fMS
5. srwo. ~ ~ _ ..unw~'n. ~ ca.ft' ..wrrw~ IlIUDI a:urr sar,wUor"lWIOl__
/>IIO&.Qd'~~ rr&l1'lOl'.MO rCI'MllPCAW_IlatUlff.rnanCItMll:Dn rQ,IIrrf_ n<
1'IIIl:liI'IlIS~ CDrJ'&C"ftJtSMIUanc hClIt:SI1afllCllfurG",~"'.lIDCCUl tM"II'IOUIUMlltID
CZlIICICrClr" CDlSJ&CfaL
, nc~.~JlIMJ'~ISI1/JJItDIrIDfJC'''IIoO:T_IUllCEJl%fllr.rcCUNlC...uP~R'IrfIr
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IlCCllC&JI: nc.'ICCI1UIWGt 1V~" ~.or.
r. -::~~~CDQIlI'...-cu'Dl~_fIf'U7aJlUU.."IIlIDMII&clI"UZ._,.rc",,"..,
.. c::lI~~E~"___C""'I5C"n<<nssr_Sl7llClrADJ/ItVtT,.nc:~.
AU. '~-n::-oa:.,. -...<< . -..:r._''''''' _.. ~C CDrTIII. MG ~C 1lIICQZS,. $Ql[rr
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ICsnlWOI'IIQZ'ISIfta#IUI'tatftJawlnlll.__..,,,,,,..CDIS7lUJOI.
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do I'll( CDrfAlCt8l3UU. ou ~ CIlaL rtaTIG 2IIraJ' ItII,GI' UJrATDtS N lUST. IIQftS IICIY/IIC Da;iJrC.
Ie. CIISl'_~.. CIIIIII'AS" ".~.. CDIIIPSo.o.oII(.I &.IIIlI a.w:ps '" --..on ucuro wr_ I'IID"ll5m ~Of
~1/C.Cl'lJlrIlClZl._~~~,.CDG7IKI'pt'....csr::rN'T'UIc:r;lGllW;1'.or.JllI:CDl'ntGIIt. nns_~.
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Go ~~=~_IO/ff.orrnc:I/OIOI6IS,...,.AC,..,....~r~~..~O'''lCIUC.CltEnr..
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noc IIDI'fACnlt ""'"' IOfIT ~rr ~IIInDAI'r:r.. _. ~ . ".<ans CNaCa. CDGrJKT,...,r,r MtO 0UtD.
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lIrlS"U ICCIliftlIfIoIJPl..tDI MmmtenIIloDJI:CDIMDM'Pl~l'IV'!:AlJ.-u.
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caacnm. not CDISJIIlDGI' StI'E'.. _ nor Drac..n LDPSC. ,. 11M IJDICIr ~ 0f!V ~r I'IIIIJI"P~
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DEIIOLlTION/CLEARING NOTeS:
&. '1IICl''''_'''.'Da:ZlIll.AU~QTrlJSflilGnQnaCl'l~Ill.1lIPOf&
nl[CDmICnIlt.INIIU.~roloClW'rfHCJ:lII"C"_.~"~"DII[
SZII'N.cr:DIllQMrrflC'~.~ MI'LIIS..'~f)DIfT.~
nUfD/rIOUFO _ _. PGIM~ UIC IDGU'-, _ CDlSfaaGL ClClrI'AICI'Or_
I'IIl1fcrr...-..o'lll/UUa nar PIn_ nUTa flEtlllIU l1II ~ IN' I'CCCT. 81'10 ~
.,ura fD IeCDDI.........,.,... suu.1IE MCIIIl[DoIllSDCCl!D..'lDlCKD....,p~
WI1Jl ~ aMfllCTGI' _ Slnrr sr-.a
6. CIlI1JICIDt SJLIU ClIDiIlIf,IlE DC' JltlCWAl. " ,cr. ",Ilu,a..mr ,e tlrlIIIEP..1M IaWIIS "'110 nc
lIICIOI'GMI."CllSIIC1'llCIIIr.oCWr&
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l'lWICIo1aIor ,.......
f. AU. ASPMI.r 'liICc.r~ nil lit flElCIlO SNlU<< ~ ~-Qlr.C\IlIP nil 6"': ar.. SlMI/lItr,..,.
CDI7lICfDI~~ nor.-lS. _,_~ ..,. nor ~ J.S-.cooat'.
SIGNING AND PAVElIeNT IIARXING NOTES
" 'IKJIDtf.Ml'IC:r~CI'LlIlZDAS..-.DlI!:".,'CtIUOIST~
60 "" uar. CD&&.eA' CQ,IIrr s.a:r nou' _&.CT.nw GIIIrurGl' ftMJ'CJIS SUI&. <<fIE'OC:~
snDl'UlI_~'h1E.CZlITJUCTlII. SD'.IIDtWC.~.OIII(tfU'nc'OiCIIIU"
.J. sca.c., ,JtI[WtJ(III-.J Jg If IDIl' . ~ I'll'll r~ aM:.r DIll"''' rl<< ...wc. or
........ ,..,ca:wrGCIJ'a':E.
f. ~~,,::=--:s,-:a~IIC~._lIE~-CDIPlIW~-
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, frC' SOS wrr OUUlZOIDllICI't'5t.AS~' flC' VC/IIUJfo flC' S8J souu.<<~. flC'
CDrJ'AoCfDII U IUS nru2'.
C. .cu N1IDOr _llCI S*U lit -.ail IUW'......... N/IDIDtf fIIIIIW.C IIC .,;r'AlUa.
,. ML.trll' 'M".Jl!:rl ...... ,. lit "Xlr Mf'IOIU PlCllrCn.l:Src. .
c. rtJCDIaf(Jl'IIUI#lIIIf'I/ItCII1t1I1-u:r_SfZJlI"""IIC..IaIJlDICt",,".nxn.-z.....1&
to If/tJ1III1fIU IUOJIlIIiIf ~.as.SlWL tIC r~ tJ:OrlJJ IV..mr QM~ AIIrS, ItS -..a&Z.
C. ar.lDf rnsr. ,_.or.-.r _ nc INlaJ l..r:r"~_
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CDrJ'IUl:TZlItSolALtCID'DUrz:.'I'II~CQ,II"~
If. ML" $CIS SIIA&&.,... __ "LI/lSIIf wrsu.rc AWZ: SGT'"
.e. ,.,...r frC'~rC'1IfDIC11r _iIIICS 1Nf411M<< 1IST1I&UZt""..>> l1iI'S"".." ~r "' I'IoCDOr.
DfIlla'llltSolALtWOl<<IT_,,,-raS'_fll:. f"'SIUU.._A(lDf'IC'~~~
IIAINTeNANCE OF TRAFFIC (1I0T) NOTES:
" r~ "D'JlU.rOl" M rllAnt: a:wr.... ~ I"" nf/f flilIS MtJZD SMlU. lIE . ADIDICr "". M JlIU
a.'O"fJC'_""~_CD"".Il(\'U$,.M'MIIm"''''L. .-.nc "CY''-:<<WfIIfIDt
...orncIWf'Sf_.-ou._XlICS,IIS~.
&. IC~.~nf/f r~~JJUrGl'OT nc ""'. Doli!'a:ff.__lS..aaa:D. '~cr'.'rr:1I
..... ,. "'" ~ lit I'l/tNIICJJ r M ..... "". M _ICED ,., _ a,,,,CAfI''' -.,or..
r~ ""'''''"<< ~ IV nc UC6IUA RIt ~Al.IUIII;."" lie ~ nf/f ncca.rrlOln-r.
.J. rloI[CDrfllC"".~ "',.,_,._..-.r,fIOtllJC'ClCU.CI'Cl:IIlnI'_,.,.rnc..~GI.a.....
f1C_lJ"U._ f1CGBr"" fJC'fIOtll'C..,-.o.rol'U-
c,1DSntrfGt'SCId'nf/f llC:I'IOIlrISNotUKUIErIP_ nt_C&II:SfUfGt'/ItJ.rrr. 'c:a's.-r"""IIt_~
.tC\ICR.-.srm AItIIG _" CDaTurGl' ,_~ nt ~ IS oII'\I'l.CIIlU'.
5..ot 7U1C1Zlr14"111*(1r SUSIII€ f2'A lIC' SCld'JlIfIU. lIE CIliI1lCI..I/CJIOIUIAl'CK.IIGI5.....Cll:SfJlCJGI'
(IIIp.l,ros MC SIlP'PlDI SOllS..orrs. wa.crc... fCI.OIrS.
Co .. CI8RIlIltS SiUU . JOIIQMD lIS I'OWI4l
.. _ r-.o &./IC _ .1II.~r.ul_,.-OI'Wno ___....~~.m. fJC'_
IlCAfNICIIOGI1'r~_r"'''IJC'CDrSIMfafWlllL
& Plr uz:Al1ll MO lINJOt QT CJOI ....~. ~ ,.. ~ SIMU I( NWOIU. Dr l.$ClA MOt " 1>>1(
lII'fE$rArI1lQTJJE~.
eo...,. SiUU lIE mw:1I/lIIiI'-;. uc CII2IUlI!: In'II'lY lIC'lRJDIlICrcu&
,,_c.m_~"'__,J.CIII'" ntTlJO"'._ _'-.
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,. MI'_"DfllfOT_ra.wr&&.W_...f__<<Oncr.
c. .IU...,..VOI,....orCDGnlD'GI'-.r..CDf'rCfm.tlUMt fllC'KnIMC lSsr....,CA..a::J.....,....~.
'f1C'6Il:ICU.
.. fIC DIlItIl:'nlt _U Ie fIE_'" III _ ~r.... ..-.r cu.o<< SIDlS' rt -.::c 1tII.u........:" lIf/C _ Mt~
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II nor CDmUCnllI SN.U.,..... CllISfaa'"a ftoUI'DIS . SOI'''' ... 10 _r_ CDr~ 4aDS IV tnu.. s<< SfIla13
IlaWNi TRE8Iu:ot:X, u::P, PE . .0116
TCS CCRTIFCJ.TOI a: N/THOR/ZATIJIt 110. 27196
CDlUJ1l CIXINTT ~AT1ON
CORONADO nwr &11UN1BR lIL~
aOtDof tlATB """n7J'lC<7JC>\C NS.7U
GENERAL NOTES
-,z
f Q/MTnY
fS ,
fS ,
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a .<5
sr 2.120
. 255
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PM "CJlItOTES:
0-/ I1tOJJDES B:WDDiC N/O IItSlJRNCE COSTS. AS APPLCA8LE..
DZ-I UIClJJDES THE COST OF AU. TRAFFIC awTJiDt RELATED "EllS. IliCUlDlJIC VNflNllE MESSAGe SCIIS.
NUl1/I PAJlEts. SI;IIN;E. BARRt:ADES. rEIIF'aWfr SfRrllK:. NlD NIt OTlER DEVICES HEEDED TO
IMPlLI/EIIT THE rtP IJJRMG COItST1IX:TOt. rHE COST OF THE TCP 1'/fEPNU.TON NID PRlXCSS/MJ
OF THE. ROIl PERIl" SJGJlD BC INCIDEIITN. TO THIS 1'/0' fTEII. aJWEIf C'DtJJITT W1U, P. FOR THE.
CDtJ.1E.R t:rlJJITY ROIl PERIl" FEES. AS APPUCAlJlE.
.Q2.!!J THIS IS A aJ/tTIJICEItT ITEII AT THE OPTIO/It OF THE OIIItER TO P/lOIIIDE. PUBLIC DtFORJIATOIt JlESSNiES
RECARDMG THE /WJJecT AID IIIJ'BE USED AT THE QPTOI OF THE OtrJiFR AS AN NXJfTlJIiAl. AID TO
IltPlLIIEKT' TIfE 7t7.
1/0-1-1 REJIOiIAl. OF [ZISTItI(; 01RB AItD AS!iD:IATED I'AVEJlEIff W/THut THE IlEDlNt IS INCIDEHTAl. TO
THIS 1'10' 'TEll. AS APPLCABLE. SJtIf OITTA'G THE EZISTlJIG PAVEI/EIIT TO REMfNE THE EXlSTlJI(; OJRB
IS /JC1DEllrAL TO THIS "/iT ITEII.
IZO-f THIS PIIT (TEll REFERS TO THE E1:CAVATOI AIID DtSPOSN. OF THE ErISTUIC /If SITU FlU ""'TEll/AI. THAT
IS TO BE REPUl:ED WITH THE MEDlNt TO":5UIL BAt:1C Flu... THE SUBSOIt. IIATERIAL IlIfIBE USEO AS EII8ANJ(.JICItT
IF "' IICErs AJlPu::ASlE CRlrE.RJA.. THe SV8SOIL QJMT/T'f IS CAlJ:Vt.ATED TO A TRlX:1C IlEASIJRE VOUJIlE OF
1.5 rUlES THE lit PUCE \'CXLQIE.
1'>> (TEll IIOTES CDNTI/IUED:
2lIS-7fl1; >>f-NJi :UT-7-R COST OF EZCAVATOI TO ClJIiSrllJ:T THESE (TEllS IS lliCatfTAL ro
THESE PAT ITEI/S. AS APPl.ICABlE. SlIPEN'AVE WEIGHT IS CA.lDJLATED AT ., UlS/ST/1JI
S!D-I-' COST (F EXCMATIOIt, OJRa PAIJ rf II LUlfIaJe OR ASPHALT 8ASEJ NtD aJIIt>JCTED
SlItQWJE IS INCIOE/ITN.. TO THiS 'AT "Ell. COST OF SAt CUTTI/IG nlSTI/IIG 'NlEI/EJIT IS
J1C/DEIITN., TO THIS 'IT tTfll. aJ1tST DIM PER FOOT I/IDU :JfXJ FOR 7T1"C 'r. IDDIFIED
REFERS 7D D INCH QJrTER. FOR A TOTN. 'llIOTH OF C " I; . I FT .. lit t'S A STD 7TPC 'F' . 2 FT.
:125-1-1 COST OF 6: IN CLASS I ~E SlNJ. IIORTM SfT. NtD lJfD/JIJIG SAJIIJ M Df/'/CTED lit
THE """1CAl. IIEDWI aJliCRET 'AVERS DETNL- 0If THE 51'EClAl. DETAIlS SHEeT IS IlilC<<JtTN.
TD THIS PAT "Ell. A m WASTe FItCTrJIt IS IIICUIOED III THE. tIINfTITr.
510-1-1. S1S+Z THeSE ARE aJIIT1llGE1fT ITEMS AT THE OPT"" OF THE 06.eL Z FT SOD STRII' NJN;
ax: AND SEED. WtJ:H OTHER .TERKJR NfEAS--F UJiDSCN'f "LNlTIJIGS ME <<WED NIO
RErlJIIfE MTERIJI GRASSES. WATERING FOR A PERCD OF THREE MONTHS /TWICE A WEED IS
IItCIDEIITAL TO THE~ PW 'TEIIS. AS N'PlJCNJlE_ A ox CNEIUCC HAS SEEJI AaED TO
THE nNI Ql/NlTm MEAS.
100-20-8. 7OJ-ZIr-O aJST OF SIGII POST SlEE.VE 'rIIITHIII PAVER NfEAS (REFER TO SPCCIN. OETMJ,
SHALL BE IIICDfItTN., 7D THIS PR ITEII. AS gPLt:AlJIE. .
7;;";-400 THIS IICllJDES Nt ADDiTIONM. Pini. 'iJOi7iFRia""ifco;MD-iFiiiioWTiEliGiiroT~'----
C:rIST/IiG WIRniG AltD C'DNDJ". AS N'f'1.ICNJLE. C'OOIIDIIIATDII w",,, FPM. IS I<<<<IITM. TD
THIS PAT tTfll.
715-14-42 THtS IIICIJ/DES AfJIJSTD/G Nt EXISTIJI; PuLL tnl III A PAVER. OR A UNOSCAPE AREA 10 THE
PRDPDSED GIfADE. AU. /llUlIlJERS NfY MATERIAlS OR PCRFOR1IAJICE TESTN3 REaJND rl.E. SOIL
A/tAUSlS. SOIL DE/fSnY, ctJHCRETE STREIICTH, CRJJ)AT1OII. EreJ a- TIlE SPEalCATIJIIS SHALL
BE PERFORIIED lit CD/IFORJIANCE 10 THE SPEC/FICATtatS NtD MCIOEJiTAI. 7U TIE N'PLCABlE
Pili" ITEIlIfUJIBER. ALL IMlBERS SIJINfT STN:E QJT SHAll. BE PERFUfl/ED tJI(tJfR THE. DlRECTm
OF A PRl7ESSDNN. UCEJ/SED StlRVDtW Nt aJIIFMllAIiCE 10 THE SPECllCAT1JI/S AND IICJDE.ItTAL
TO THE APpUCNJlE Pili" ITEII NUIlBER. RECDRD OIWIUIf:S SHAlJ. BE PREPARED Ill' THE aJltTNlCTDR. AS
fJJPu:ABlE FOR C'CNSrRU:TED DEVIATIOItS FROII THE PRJ/ECT PLANS IJi(J IC/OEIITM. TO THE N'Pu:ABLE
PIir "EIlIfUII8E/t.
ALL MlJ/BERS Ntr IIATERlAlS OR PCRFORI/N#CE TESTIJIfJ RBlJIltEO ilL. SOIL ANNrSIS, SfJJt I%ltStrr.
cacRETE STREItCTH. tiRADATION, CTtJ W THE SPE.CIFICATotS SHAlL BE PfRFORJ/ED
III C/JIInJRJINiC'E TO THE SPECIFICATKIIS NfD IIIC'IDENTN. TO THE JJIPI.J:J.8lE PIir "Ell 1IJ1lBER.
ALL NUMBERS SUTNU STAXE an SHALL BE PCRFafJ/ED lRIDER THE. OlREaOl (F A PlJJFES'SOIAl. UCEIlSED
SVINETOR DI COItFtJRJUJtCE TO THE SPE,CIFCATD/IS A/lD INCIDEllTAL 10 THE N'Pu:NllE PM ITEM INJlBER.
RECORD DRJ/I1ItGS SHAll. BE PREPARED 8' THe CQfTRJCTaf. AS N'Pu:ABlE FOR CDlSTII&TED OfYIATIONS
FROII THE PROJECT PUlIS AltD UCallTAL TO THE *PLtCAlILE PM ITEM MJl/BER.
t2D006 THIS PM tTfll REFERS TO THE Fn.J. NEEDED TO DEVEUJP THE liED/Nt FlU. SECTKJN. crCUlDUIC THE TOPSlJIL
FafTOI OF THE FlU. SECTION. THE SV8 SOIL IIATERIAl. J/A'lBE USED AS EI/8AJUCJIEItT IF " IIEETS APPLCABLE CRITERIA.
THE EJlBAlWIEIIT FlU. aJJKrI" IS CAlDJLATlD Tr1 A TIIJCX IlEASUIfE 'IOUIIIE OF 1.5 T/J/ES THE . PUCE VOUIIIE.
Q-I-:JJ THIS PM ITEII REFERS THE I/EDlM J'Dl'SOIl SM:K FlU. DEPICTED Sf THE 'PROPOSED 1lE0IA/t FlU. SECTor
I. THE SPEC/AI.. DETAIlS SHEET. ADD"IJ/fAL TOPSOIL SPEClFCATDIS ARE PRtNIDED ON THE SPECIAL DETAIlS SHEET
AS "ElL .IJID ARE I1CJOEIITAL TO THIS pN ITEII. THE IIEDIIJI TC'I'SOIL BAUFltL WAltTI" IS CAtDJLATEIJ TO A TRIJC1(
1IfA.!UlE K)U/I/f' OF 1.5 TIllES THE III PUCE VOUJJIE.
~&A~
_:;."':':'.c....:,:.CftI1.:;.':'..
...-......-.. -.--
--.- .----
. . .
G!r.~.~!m.~.~!
UM~IIA' JU'USR~,"
SUH/>URY OF PAY DENS/QUANTITIES
ItOIO/Nt TREBIIl'a:K, AlCI', I'f . -R1/6
Tes CCRTIFCATKJIt OF NJTHOIUIATI()I( ".. D7gs
00I.U/i1l aJUNTr ~A71DN
CDRONdDO nWY../itINTBR &~
GIJI.DI!N au" AE.<lI1UICt71Ot< 1<S.1U
S!
ctl
~
Q:j
~
~
"==
~
~
~
"'0
(';
~
r-
o 10 30
~
Feet
~
....,#><1
";':P
.. f
... ...
~;'r
~
lEGEND
TURN LANE/MEOIAN
PAVEMENT WIOENING
~
PAVERS
IIORJINI TREBII.D:X:K, >>:7. "E . .fTD6
res CERTIFJ:A.T,. OF NJTIDIUIATIJllIItI. m!J6
O!r.~mm.~.~~
1Ul1IA/DtnIE.....,. -. ,.. ..
au.IZiill' CXXJNTT~..mqv
alRC/NdlIO I'ICFT .. /iUN11I1f 1/.11>
txJt.DEN acrE atl111F1Cf.JKW Jt51U
CORONAJ)() PARKWAY
PLAN
~
3:
)
111
CANAL
o 10 JO
~ ~
Feet
iR/'lrUNO
~
011
10+()()
".
EXIST"
aJNCRETE BRIDGE WAllS
STA.. 9+22.&3
a:F B . R
6" WHffE <<J iF
111
:ti
~
-;
111
~
CANAL
~
. 10 FT CURB TRANSfTlON TO
I/ATCH EXIST BRIOGE CURB
lCOST INCIDENTAL TO CURB
PAY "Ell. AS APPUCABLEJ
LEGEND
ItfFISIO.S
?/t4ee &;/444d4te4
..~~:'':'=:':'-=:1~:'~
--.-.....---
---- '---
_01_,,_
-..--
TURN WE/IIEDIAN
PAVEIIENT WIDENING
~
PAVERS
ItORJIIJ/ TREB/UCCJ(. ~, Pf . ~,.
res CCRTIFCATIOIf OF NlTHOIUZATt)IIlIt. ZT196
O!r.~!.!!~I~.~~
NM~.,..,. "J1I"":II.'
C'tJI.UEIl ODUNTT~A'IJON
CDRON;U1O Kwr & 1IUN1'ER IlL"'
G'Ol.DiiN atTB &:A.lITIFICd7]tlf.l N.S.TU
CORONADO PARKWAY
PLAN
~
;;
~
tJ)
CANAL
o 10 30
!............oJ ~
Feet
jR/W UNE
~
<II
IIJ+CD
STA. 9-1-22.&1
lJ.84 R
tJ)
:ti
~
'i
tJ)
~
CANAL
~
. 10 FT ClJRB TRANSfTlON TO
IIATCH EXIST BRIDGE CURB
ICOST INCIDENTAL TO CURB
PAY ITEII, AS APPUCABIEI
LEGEND
-
TURN WE/IIEDIAN
PAVEIIENT WIDENING
~
PAVERS
IiORJIAII TIfEBIlCfOC, AlCP, 'E. . ;(7116
res CERTIFCATIOII OF NffHORtZATot ItI. zrT9&
?K4u & A444d4te4
_~~~:""""''':::'1:~'::''~
----.---
--- .----
1__01_.._
-..-...-
O!r.~!!m,~,~~
IIJ'USR,..,
CDU.Ilal OOUNTT ~ArmtI
aJRONdDO PXWY..1iVN17IR JJl.1'D
_ Gl471! NAII7U1CI.7lQ'( HS.7U
CORONADO PARKWAY
PLAN
1JI
....
:;:
)
I,
f:
J:
~RN~NE
o 10 JO
~-
Feet
"
..'"
..
,f'
"" ..JI"
6S'R . '/'
:t' '"
LEGEND
TURN UJlE/lIEOIAN
PAVEI/ENT WIDENING
~
PAVERS
KJ/fJIAJI TREBtu:rx:K. AiCP, ,.e . ;(TIJtj
res CERTIFCA.T"'" OF NJTWJIf':{ATIJ/I ... ZTT96
CORONAlJO PARKWAY SIt;'~T
PLAN
O!r.~mm.~.~~
__Io'''r' _If",
ca::u.a CDfINTT ~.c'llOtl
CtJRONADO n:wr & IIUNTDt /lLW
GIOI.lJIiN atm' AECunl"lCCnot( JlS.TU.
r
,.J'>
,.--
I::
.,
~ESlJIN'"
1-
IIEDIAN 9
r
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,,).
'-CONST 'MODIFIED' TYPE: 'F' Cr.g.__
=t-A-f~:-tff---+t
LEGEND
?It4a &;'/~
..~:,.c....:.:r~ll~t~.
-_....11.... __
--- '---
0_"_,,-
".
iXIST EOP
CORONADO PARKWAY
~IW UNE
TURN JANE/MEDIAN
PAVEMENT WIDENING
oot.l.l&R ODUNTT ~ArtoN
~
QJRONADO PZIVY cf HrIN1'BR 1Jl.J..2J
GOI..D6N GC7li .&E.4U1U1CA.7XN\C HS.7U
f1 +()()
~
ta)"
~';
"
,.,.'
,,~
PAVERS
}
o 10 .JO
~ -
Feet
18 +()()
rWNST 'WOINt.O' TYPE of' Cia
~\:Ii
,.
1:'-
"
,""
,EXIST EOP
"",,
ItORIIJJI TREBRLrJ::X, AJCP. PE . .((1/6
res CERT/FCATDIt OF NlTHDlUZAT/OIt 110. B19&
CORONADO PARKWAY
PLAN
RIW UNE
,.
~""
.\~
."
<I>
'-CONST '1IODlFiEO' TYPE :r CIG
,>
'l-~*--
~!:f.!.~~aU4
......_._~-
:
0+00
EXIST EOP ),.....1
I/ED1N1 9 ,,,"
,~.
CORONAOO PARKWAY
,\~
~~~HE
LEGEND
,'"
O!r.~.~.!!~.~,~~
""~w..r .1I.nRJU"
'v.
...
r- " siJliitr. ..-
I
TURN UJlE/IIEOIAN
PAVEIIENT WIDENING
21+00
o ID 30
Fee
r::E
22
.~
~~S~ :1I00/:~~O' TY~~~':~.c:a __.m' ~;
),\)\
~EXIST EOP _~
'''\ (
~
a:ulER COUN7T ~"'71DN
CfJRON.4DO KIf'Y & /fUN7'BR IJl,RJ
GI/JUJEN at.~ .l&t.l/TIF1Cf.nw HS.7U
,~ ..~
..
PAVERS
)
,.
,,,.
..:J"
NORJ/AJ/ TREBIu:tx:K. AIf7. n . <(7'116
res CERrlFCArlJll OF NJTHO/UZATIJIIIM. zn96
CORONADO PARKWAY
PLAN
13
!
o 10 JO
10....- _
Feet
Il/Vf WE
~
......
"
.;1'
...
ADXIST puu. 9:)z
CORONA/XJ PARKWAY
~
RN UNE
700-2f)-1I
tR:J-W, IRJ-fJ
DETAIL OF STATION OFF-SET
FOR MEDIAN ISLAND
LEGEND
'"
~
lC)
?K4ee &,,~
~==:"""''':='::'1~__
___"_._._--
--.- --.--
-..--
-..--
TURN /-4NE/IIEDIAN
PAVEMENT WIDENING
~
PAVERS
1fOIOIA/t TRE81lJ:tJa. AK7. fiE . -fl1J6
res CERTIFCATKNr OF NlTlIJRllATDII '*. U196
c:::atl.lI1rCDUliTT~...7lQ/Y'
aJRONAlJO KWT & I1UN1I7l J1l.~
Q(Jf.J)EN at7Z' 6&f.D"I1F1Cd'17Dl( IUra
CORONADO PARKWA.Y
PLAN
!fEUX';ATE SIGN
\ IS.,AJ/E /JJCATION
~aJ-2tH)J
""'----
~
)
o 10 3D
Ii.....- -
Feet
_L1NE~
"
r- LINE
28+00
29+00
+
.,'
.,\.
~
~X!Sr: EOP
".
..
".".....
,:J>
,..
.'"
..
rEXIST E
~
PROP. ruRJI ARRONS (TYPJ
1m
~MrLlNE--
J
m!B
\:':UNE
LEGEND
"E~'S/O"S
1K4ee&A~
_~~=:.....v-='.::.I~__
__._r__ ___
---- '---
_01_..-
-...--
TURN IANE/MED/AN
PAVEIIENT WIDENING
~
PAVERS
IiORJIM TREBI<<rX'X, AICP, 1" . ,,"116
TCS CERTIFx:ATKIII OF NlTHORI1AT/OII ... ZT196
O!r.~.~.!m.~,~!
UI'~"A'" #tI",nlf}frn
COUJER aNIlnT ~ATION
txJRONdDO MIVY & HtIN17IR &101)
GOLDEN tum .&!:4l117F1C177Q'\C JtS7U
CORONADO PARKWAY
PLAN
/5
}
01030
~
Feet
}f L-~
JI+~
) c~
-)
33~~
rlVWUHE
']'I~~r:;p
..
.
OFF'I.6" L'
,1'
,.
~
6O'R
A~
~RIlI'UN€
""
.!::
~~
~ct:
5-
........
-'"
~~
... . _ _. . _. _ _ .O;-:Oo'r"="'_. __
~""'L1N€
LEGEND
TURN UHE/MEOIAN ~
PAVEMENT WIDENING ~ PAVERS
IiOfUIJI TREBIu:rx:K. AX:I'. n . .fT'16
rcs CERTIFt:A.TtJIt OF NITHO/UZAT1J/f No. ZTTJ6
O!r.~mm,~,~!
_~lI''''' _"If Iff
C<<Ll1iIl CDI.INZT~.uJQV
C%1RC1NADO PJr:FT & l1UNTE1t JJl. v.p
ODUJEN at'" 1l&(D711lC(mt( JtS1U
CORONADO PARKWAY
PLAN
In
o
:;
}
rR/W LfIIE
[ SU/NEr
/
/
01030
L....--_
Feet
J6+00
J8+00
,'I'
,,:t"
~IUW U'E
~~
~~
.... '-
"....
lull)
~ PRJPOSEO CURB lIP ElEVATION
I ~ lOJX LONGfTUOINAL TRAJtSIT/OII
TO STJJttJARD GRAIJEJ
LEGEND
ItEr'S'D"S
~_~~~4fe'
___1_._.___
-.............-.....--
-"_00:-
-..--
TURN W/E/J/EDIAN
PAVEIIENT WIDEHII/G
~
PAVERS
I/ORJIAIt TREBlu:oa. ~. I'E . -fT/16
rcs CERTiFCATXJII OF NlTHDRIZATIJ/I III. U7'1&
ar:lJZliO'lI' CDtINTT ~"'7lON
CORONADO PDf'T"1lVNTE1l JJl,W
_a<ni'IEdIlT1F1Cl.11rJl( J>lS.7U
CORONADO PARKWAY
PLAN
~
o 10 .30
~ -
I
+
41+00
I_-=-
~oo
~ ~
crJNST 'I/OlJIFIED" TYPE -oF" CIG - STA' <<r+9:J.BS ---
~. . . . ..OFF -au.. :!.,,"
XIST-EO!'. ...
EXIST EOP
..
..
,.
,;r>
~:::::s
",,,,
g~ l?
~~~
C:~~
l<JtI)ll..
\..-R/W LINE
=---
-~
LEGEND
r€9
PROPOSED ClJRB UP ELEVATIJN
{OJ? lDIGITUDIJIAl. TRAIISITt)H
TO STAHDNW GRADEJ
TURN WlEIIIEOINi
PAVEIIENT WIQENING
~
PAVERS
NORIIAJI TREIlJU:DCK, ~,., I'E . <f1116
res CERrlFCArlJll OF NJTHORIZATKJ/I IfI. m96
CORONADO PARKWAY ..,:,~r
PLAN
G!r.~!.!m.~.~~
IIMIWCIIt1rP".Ir _"If.'"
aulZiilr CDIIN1T ~A.7ION
aJRONd/JO PrWT" l/tIN1'E1t IILJ.2lI
_au,.. a:<0771lCUXlI( HS.7U
--
I
I
l
1I/W LINE, /~
\ ~ .o.~..
-- :
I __~
~ \ -L Feet
_._"-:J~~.. ~ ..._....... '-
;I oe...._.. _
.,. -....-011......._
4+ ~ EXISTEOP ....-....~
." ,f 45+..00 ~.:-_
-.. -
( SIIRVEY . .
..
CORONADO
PARKWAY
----- -
~1I/W <mE
-- I
----
-~
----
LEGEND
~&".,~
..:;.~....~'~..=....
____a _"__
--- ---
_.._~
-.--
TURN UJ/E/IJEDIAN
PAVEIJENT WIDENING
~
~ PROFOSEO OJRB UP EILVATtJH
I '--'" CDJ% LDNGlrvolHAl. TRAIIsrrlJN
TO STANOJIiD GRADEl
PAVERS
IfONIAJf TREB/~, ~. f>E . 41116
res CERTtFCATIJII OF NlTHDRIZATKJII 110. ~
au.lEJr CDIIlI1T ~.c'llON
aJIlONADO Pnf'T ~ IiDN'ID Il.JIP
otJUJEN aua' &4tm1lC42X7l( JIS:tu
CORONAJ)() PARKWAY
PLAN
6- WHITE W/BDRC RPJUDz IF
6- YEUJ1rIf rt/BDA RPJ/s 69 IF
RN UHE
LEGEND
~
TURN LANE/UEDIAN
PAVEUENT WIDENING
PAVERS
t:rJt.U1i/{ c:ousrr~.uJt\Y
aJ/lONd/JO PrII'T .. lIVM7i1llSl, W
GDLIJtEN at1.&" KConncuxw /1IS.7fZ
CORONADO PARKWAY
PLAN
~
10 JO
L..........i _
Feet
1tOIUIAJ/ TIfE!/~. AJC1". I'E .4116
res CERTIFOTiJII OF NJT#KJIU1ATIJIt 110. Z17J6
11:--
I
I
I I
:CJ I
~
vi
~
~
~
01030
~
Feet
\
REux:A.TED
STA 2+94.1JO
STA 2+39.42
iFF 9JS' L
HUNTER~BLVD.
6- rEUPIf BOA RPI/$ S4B iF
CtJNST IIOIJIFIED TYPE 'F' C " G
1
/
I
~I
I
I
I
\:Wi
RM UNE I
I
LEGEND
~ TURN lANE/MEO/AN
~ PAVEMENT WIOEN/N(;
~
PAVERS
IfEVIS10.S
IiORJ/Nt TREBn.ax:x. AlCP, pe . -IT1J6
rcs CERTIFCATIOII OF NJTHORI1ATIO/I ".. 019&
O!r.~,~.!m'~I~!
UMIWQfJIIFIf.lP' IU"" Jf
QX..UR CJO(fN1'T 7JlAI\I5lIII:WTA7JON
lIUNTER BOULEVARD
PLAN
ctJ<IOi{AlJO KFT.. NlIN17iR ILI'J>
COI.IJ6N (UTE /J6A.lIT1F1Cd77Q'( HS.7U
z_
o 10 JO
L......- ----.I
Feet
R/W LINE:
4+00
l. CONST '1I00IFIE:O' TYPE:
..
E:XIST E:OP
~R/W UNE:
"l:l
'-
...,
<\J
LEGEND
IrC'USIO.S
~.~~~~4
."-'_1_- ___
___.__ 0_--
1.._",,_--..-
--...--
TURN /.MUIIEOIAN
PAVEIIE:NT WI/JE:NIHG
~
PAVE:RS
NO/UIAII TPE.BfU:DC1C. AICP. I'e . <fT1J6
rcs CERTIFarot fF NlTHORIZATKJ/t 110. t1796
O!r.~mm,~.~~
UMlWIOftWtll'" 1I111t'J1t,..,
cct.l./1i1f ODUNTT 1JfAtGlIQtTATION
CXJRONADO nIVY.1IUNJ'IlR 6LVD
GOI.DEN G:47f: A&ClI7IFIC.f.nt:tt( KS.1U
HUNTER BOULEVARD
PLAN
8+00
LEGEND
1IE.1I/S/O.S
1K4ee &;i~
~",:,~""'-='.::..I~~
_____.___1
---- '---
-.,-..-
-....--
O!r.~H.!!9.~,~~
1m JlWf.nRIf'"
_""'L
1/+00
rn
TURN UJlE./MEDIAN
PAVEMENT WIDENING
~
CDU/6R COQNTT ~ATJON
CDRONADO KIVY of: HrIN17iR IJl.W
GJQf.JJ6N acm &:A.lI17F1Cl71ON. /tlS.7U
~
"
')-
PAVERS
IiORJIAJI TREBn.t:a:K, AKP, PE . ,q~
res CERT'CATD/t OF NRHORIZATDN NIl. t7T96
HUNTER BOULEVARD
PLAN
11t_
o 10 :JO
......-........
Feet
/2+00
z__
s;
vi
o 10 30
~
Feel
9.6'R
~: UHE
/
/
EXIST EOP
/4+00
"
-..
1
EXIST. LGHT POLE
roBE
EXIST ECP
STA 14+30.00
/VII LINE
LEGEND
- TURN LANE/J/EDIM
_ PAVElIENT WIDENING
~
PAVERS
IIORI/NI TREBtU:tX:1C. AD'. 'E. . 4/16
rcs CERTFCATIJIt OF NJTHORJ1ATKJH lit. 2T196
---..... -'--
--- .--......-
--..-...-
-..---
G!r.~mm.~,~~
1IN1WDf(1W1I'Ar 11J1f.ISR Jlrtf
CDI.U1i1t 0DtIN1T ~A'IJON
HUNTER BOULEVARD
PLAN
CDRONADO JIM' .. NlIN1'BR "VD
COUJD{ (UTE .Mtll1'lFlCd1]Q"( JtS.7U
z_
o 10 30
~ ~
Feel
/6+00
e:--..
C/JNST 'I/OOIFlED' TYPE 'F' C&G
" "0;. R~~a::;i~5L1CHT F ~ R ~
E~/S7. LIGHT, POLE TO BE REWCATED
5:4 0+61.
---..
I
~
~--
I
I
EXIST EOP
---
~
<\j
LEGEND
1rE.~'S'OIlS
1K4U & /tU<<tatu
-~:..:.::..=.:"..:~'~':-
___I.... ___
-.....- ----
1_01_"'_
-...-- .
TURN IANE/IIEDIAN
PAVEIIENT WIDENING
~
PAVERS
IiORJIJJt TRrfJ1I.QrK, AX:P, Pf . 4'D6
rcs CERTIFI;ATD/I OF NJTHORIZATIO/I ..... tn96
O!r.~!!!9,~,~~
MUllUDlfWFw..r /fA#tISR. M
COUJ1iR C'tJIINTT ~..t'l7ON
aJRONAlJO KFY &1IlINTBR &52)
G'OI.DEN tulTE ~UI1F1CI77OI( M5TU
HUNTER BOULEVARD
PLAN
~
o 10 JO
Il.........; ~
Feel
LEGEND
?/t4ee & /144<<t4te6
~~':'=:""N,,=,'.:~'~:=""
....-........... ---
--.-- .--.......-
...-..-..-
-..--....-
TURN /ME/MEO/AN
PAVEMENT WIOENING
~
PAVERS
HORMAN TRElJtrDX:K, AICP, Pf . ~N6
rcs CERTIFCATIOII OF NlTHfJ/UIATtJIt 110. Z7796
O!r.~mm,~.~~
NIl lU'fnR M.,
0IJUJ1;R C'OlINTT nr..uG'QU'A7lDN
HUNTER BOULEVARD
PLAN
26
CDRONdDD KWY 4 IRIN1'6R IJl.IIJ)
GtJl.DEN G:4.7li JJEA.lI1UICA77ON, H57U
,24+00
t
rR/W UNf
)
"
.
IVrr UNE
LEGEND
-
G!r.~mm,~.~~
_#WCI1f1IIIlV.l,
- rEXlSTEOP )'
HUNTER BLVD.
TURN lANE/I/EDfAN
PAVEMENT WIDENING
~
cut.t:IK CDIIN1T ~""'llON
alRQtWIO Pr/YT ~ /IIJN11I1/ 1LYf)
GOUJEN aUll' Jl&ClImlC<7llW HS.1U
o 10 30
F
6
l\l
o
-l
:x:
("')
o
c::
:u
-l
V\
~
PAVERS
ItORJ/M/ TREBlUXCK, JJf7, I'f . ;fl1/6
rcs CERTIFCATDII OF /ItJ1MJ/ftZATKJIf /Ia. 019&
HUNTER BOULEYARD
PLAN
"
o 10 JO
~
Feet
RIW UHf
32+00
..
EXIST EOP
~
~~ ~NE
~&A~
-~~:=,~"'':::'::'I~~~
--..........---
--- .---
_.._"'-
-...----
TURN LANE/lIEDIAN
PAVEIIENT WIDENING
~
~ IWJP()5ED OJRB UP ElLVATKJH
I '--'" to.);c l.ONC/1lIDINN. T/WiS,rlO/t
TO STNiOAlW GRADEl
LEGEND
PAVERS
NORJIAJt TRE8NJ:O:X. AlCP, 'E . 411&
rcs CERTIFICATIJIt OF NITHORtZAT/OIIIIo. 6196
O!r.~.~.!m,~.~~
UM~"Ar ..,
<XU.mlt 0DUNlT ~A71ON
HUNTER BOULEVARD
PLAN
SHEET
I/O.
ctJI/ONdJX) KWY & 1fUN1711l1lLI'D
COU1EN a17~ .&!;C1f1l'RCUlQI/ Ks:ru
28
---
- -----
--
\
3D
fo"
! liED/AN 8
'ltUNTER BLVD.
R/W LINE
LEGEND
~ PROI'OSEO CIIR8 UP EIEl/ArD/t
/ '--" (o"z llJHGITUD/HAJ. TRAJlSITt)H
TO STAJiDNW GRADEl
IfE~'S'''.S
~&A~
..,:;.~==-~'~..:...
----.---
--- --..-
-~--
~--
TURN !>>IE/IIEDIAN
PAVEIIENT WIDENING
~
PAVERS
NfJRI/JI( TREBIu:DCK. AX:1", n . 41D6
res CERTIFCATX1Ir OF NlTHlJRllATI1It 1Ifl. BT916
O!~~H.!m.~,~!
_1JA/IDIfNF"~" _"If ..,
cac.l.lZWIr ctXI1fTT ~.c7lOll
aJJlONAJXJ Pnn' &llUN1B1l "SID
QOUJEN G.f.T1I KCD7l'1"J:(nQ"( MS.1U
HUNTER BOULEVARD
PLAN
EXIST EOI'
-~~E-
LEGEND
1t~"'SIO.S
TURN UHE/I/EDINI
PAVEI/ENT WIDENING
~.~~~e6
..._._~_o ___
--.-- ,-----
_4_"_
-..---
O!r.~mm,~,~~
UM~"''''' "1" 11IM'"
C/IJUJER CDUN1T ~"T1ON
awavdDO nwr.. /iUN'11j1f /lLR)
GIQUJ6N lUTE A6:4l1T1F1CA27a'C JtS.7U
,
o 10 30
~
Feet
oJ"
..
~ PROPOSED CURB UP Et.&ATDN
f ~ IOJ% l/1NGfTUQlNAL TfWtSlTDN
TO STANDARD GRADEJ
~
PAVERS
ItORIINI TREBIU:()O(. AICP. PE . <("16
Tes CERTIFCATKJII OF NJT1IOR1ZATIJ/I 1M. 0T96
HUNTER BOULEVARD
PLAN
SO 'IlHrrE
U1
....
I
l
,
PROP TURN
J
--~
4/+00
r::E
o 10 JO
........--
Feet
EXIST EOP
--- 43+00 ,-
44+00
CONST '1IODIFtEO' TYPE 'F'
STA ~96.txJ
OFF /J't
'XIST. UGHT PO
TO BE. REux:A.TED
JJ
PRJP roM NWNS ITYPJ
.;
..
64 WHITE
~RIW UNE
LEGEND
---<Xi:Xn PROFOSEO QJRS UP ELEVATION
I '---" to.J7. LONGITUDINAL TRANSITION
TO STNiOMD GRADEJ
"E.Y/S/O.S
~&;f~
"':;'-:===-N~~'~~
--....-.---
--........ --..-
-----
-.--
TURN UNE/uEOIAN
PAVEMENT WIDENING
~
PAVERS
IIOIfIIAIt TRCBUDXK, ~. t'f . '"1/6
res CERTFCATIJItI OF MJTHOIUrAr. MI. mP6
c:tU.lR axnar nwl\lSPQITATlON
CllR<WU1O F1CfYT .. Bt1NlI1t /11.1'1>
00lJJiiN acm .....umIlCulQ/( KS.TU
HUNTER BOULEVARD
PLAN
SHEET
/to.
JI
I
RNUNE~~
HUNTER BLVD.
RElDCATED u;HT POlE
srI. +1+71.90 OFF 5,1'
~~~i
ItE-r,S'OMS
~.~~~
__-.0_. ____
---.- .----
t_<A_.._
--....--
:t
vi
t-.
ttJ
~
II)
i!:
lH
,
I
l
'-
rRN LINE
....
6- WHITE 51
PROPOSED TURN ARRONS rTYP}
In.$''
:i
II)
~
I'll
'i
II)
~
~--
I
I
~:L1NE
LEGEND
~ PflJPOSEO aiRS UP ELEVATION
/ ~ toJX IJJNGITUDINAL TRANSITION
TO STNHJNW GlWJCI
~
TURN u.NE/uEDII>JI
PAVEMENT WIDENING
PAVERS
ItORIINI TREBIU%IC1C. AICP. I'C . ~116
res CERTIFt;ATKJ/I OF NJTHOIfllATIOIf lie. V19&
O!r.~!!m.~.~!
UM1WDIt1IIr",.r IU""I'I. JI.,
0fJI.l./81I ODUNTT ~Af'ION
CDRONdlXJ Krrr. IIVNniR &v.D
GtOI.JJDI atfJi .Mtln'lFlCATIQ"( H.S.7U
HUNTER BOULEVARD
PUN
l:ll
:i!
~
~
:ti
~
~
.-
l
~
""<
o 10 30
~--
Feet
/
R/W_U_NE\
OFF 1.5'R ~
i
LEGEND
,
-52
-I.
en
SO'R -<:(
a::
so' ~
a::
~
;::
<::
-<:(
V)
&;f~
PAVERS
~ PPIJPOSEO CVR8 LIP ElEVATION
f ~ COJX UJIIGITUD'NAL TRAJtS"tJN
TO STNtDARD GRADEl
~
TURN LANE/UEDIAN
PAVEUENT WIDENING
I/ORIIIJI TREBIU'DCK. ACI'. "E .;f1116
res CERTIFCATIJII OF JC/TIKJIUrA.UJ/f 1If. ZT196
G!r.~!!!~a~'~~
UMIfAIJ/QIIIW ,,~~ ""''Us,," ",
ax.uzgr aJCIN1T ~A~
<r1R<lr<<DO I'ICFT & IlfIN11i1/ 6L 12>
t10UJEN <U1li" 4&Clml'lCUlIW JlS.7U
HUNTER BOULEVARD
PLAN
t;___ _-"_1_
--.----
--.......-.---
-....--......-
_J__
-.....---
SlfEET
MJ,
JJ
I R RIG A T ION LEG END
~
,NlU1AT'0JI .'TlII S/JU/lCC' hfIJI'rJSED .- weLl A-flfJlII'
'0 HI' VFD SlIII/VlS'ItlE IV. STArlOll WI,." AlJrOIlATCD
SElF-FUISHIA'C FI(TRATlO" srSTCII AJtD ELCCT/HeAL DlstOl/llcer.
'N:LUDC 1-'lfH G" OUTCDOR R!CCf'rACtL 011 D,sro.ItErT lOST.
lo:.rfD '1/1IED'AlI ... S Ofl IIJIITEIf IJLVD.
ra-
I'JIIOI'fJSED IClTOIlrJl,A "'/:'tOID 611 I, Z 1M .. STAr/D'S, DC
lfClf'Jrc TUUI'ttAJ. COrrllrJLLCR .''I'H COMC'. lWtJO POST.
......!l!::.!:.I'1tOI'OSl'D tltlUr;AT'DJlIIU., "1':D-'zza CUSS ZOO Nt
C.u&'U "'I'E. I'lIfTfUC AJRI'LE 52lC'.
~ ~P'( NlDl'f)SlIJ I'Ve TO IftJIE JlECHAJlICAJ.. 10'Iff IIfTDIClU'aTlln;
FITT11IG ""TH TIWISIT'QIIAL CA.SXCrS.
51)1111 ~[ I'fIDI'OSOJ CLASS IS' SDlt" HDI'E CASI/fC TO IJC USfil
-AS ,RIt/GAHO. "",. QIt LATERAl. U/IIOOI PAl/ED !il/IIF~E C/liDSSIIrGS.
r. OTHCM Sa: Ell:. l/UJ'u 'JlPf1INEllEn I't.AJtS,
-I'/t!JI'OUD IIlQ-'U'/J CUSS ZOO I'Ve UTEIW. 1.I~. "AJlTOIIE
Niti'Ll ~. SIZES vur IfCFUf TO ,.tAIIS.
SCH. to ~ IW1I'tJSQJ ELECT'UCAl COIIOIIT rail 'RlU(;AUOIII'IJIl1' STATlOII.
- DIRLCTlOflAL",IIf" IIISTAlUTlOJl. RUE" TO IIOrES flJIt SIZES.
ELECTRIC SE:INICC Dll'JI' COII()lJrr . COIIWCTORS Fff:J1I ,.".'"
1'01..[ HMD ",IE 70 THe ClLr:TR1CAJ.. CA6'IIU' S[NU:C PUlL
TO flU"" srATlO",
,. Dr~1U SEe ne. I/DJ/U IIIPftDVDlCwr "'-.."S,
~ 1WJ1"Osm 'M/r;"TIOIl ""'" CIf SlIIJIAA'" ISOLATlOlt VALlla
BZ CI'lllO'VSfD I_IUa elAlS l'lXIl'\IC "'ML~ ZOItE' lATOUl llllE.
--e.. ~..osm ',~,r;. ';AI. ntESSURE.ttEl.u.sE IIAlIIC. :.E;~ ~ ~;,-;:- -- -
@ Pla1"OSC ,Mlr;. "AI. Allf II/t&Wlll/ElEtF VALliE. tfEFOt 7D DCTAIl.
__ I'fGI'OSED ,M,r;Ar,DI/ MUl/lI1lE I'ffCSSlJRC r;HEr/C f'OllfT.
- I'ROI'OSElI r S":1f. ~O 1Yr; COllanT flIII/ IIALVe CD/lrllDl '''IIES
CeI ,.IrJPOSC!J IR/f,r;ATlOJl 1IA11t rLUSHIBl.rN OFF. SIlX TO UIIE.
" == :=~~:c~~:rTa ~~~Ct':~~~UST
lJt: st1lEfO/m Ra)UIRD' " SOAlU.TE C11I1JDIl fT1II LYERT rDIIlf t.,
'".=
ED IWJI'OSEO I. 0'''. ~~.- sell. .0 "/e SALl VALVE III '0.
e,fCtJUJf IIAlIIE' IDZ .'TII GRAVEL.
@ r:~~ :::~~a~~~~~f~~";,~~~~~~i~.ADJUST
~ ~~~It~~T'..::E$~~~Io1E~~;,.~Z' ,.Clf VAlliE Olt r;ROOP OF
~
OJ
lIII
V
PID10SED IfJlfTCIf "IG SI"IfM ,z:- HleH f'OI'-fJ,. SI'/W" lEAD DFFScr
F/fOII IU&IC OFFSCr T7flJ1l &AU OF CUlflJllIfJ 7D W.1ff 4ASfD UPO" "LAIIr
IIATE'flAt <<Ie IM,r;ATEC.
IIOUln, 11:5-"'. ss-~ua. a-'15. r;s-5>>. .. 55-'"
1WJ1O!iVJ ADJUSTMLE Flt1tJO ..,stnUfS Z "C" TtfEL "T ct1CC
OF' IlOO18Al.L
tHO#OSCD CAS'IICS" OTHfIU. sa c..'"UIf'/IC Ila)IAJI ,III"ftIJVCI/E'Iff "LUS'
~l'IGl'Dsm CAS,.c DCS,r;"ATlZ} I<<IfT'FICAr'C"
C IWJl'Dsm CASI.. S/zr
20' IWJIOSctJ CAS'IC ar'IIAtCO U""TH
1"2-01
1.25"DC
..
SPRAY
"-1.4-
12/1
I'lIlIOSftl PICCOLO co.rrllJLLCIf - ZOll' C'D.rTlal IIAlVE IIUIIrJEJI/
I'lIlI'DSCD IRlfICATI'" lOItE CCIT"t VAlVE S'ZE. AC CIf DC
,.IftlI'OSctJ '"'''CATI''' ZOltE EST'''AtED rLrItI <<IIAIID
NlDI'OSED IRIf""TlIM ZOJIE St'Iflll/CLClt HCNJ TfI'E.
,.IftlI'OSllJ IRIf""TlOII ZOJIE CSTllIATfD 1'OC'''''''TlQI "ATC
"RJ1OSCO VAU'C crJ.rTlfDl .'IIE CDIlJDIl . N:rIVATla" r;". SIZes
e
""""'SED EL€rTIt'CAl CAlI,I/U SEE -COllrlallCIt DETA,tr slICer
'.STALlAr/Q" TC 0Ml1 llItLUOC CtCCTlUCAJ.. SCN"C E/ttLOSU"f I"'J/VIQI( C-I
NO SYWIIOl
IM/Mer COlfT",UEII LDCArlD all caUIC" r;Are "ARK'IIAr IICO'" ./Z
SHAJ..L BE I1I'JDIFlED ro O#'CllArE PRDI'OSCD p,uau, Xlt MJlfJTC CO.rTRJllEIfS.
r:tJOIG'.AtE REIMJ'1tCD U",IIAOC I#ODIFlC.TltJMS ."H Call1CIt COUIITr IIUUfiATlrJII
PROlar IIM/I&CII. I.STAll ""'COLO IIITDfFA!:C U'UT tl'IU' 'IIITH IOLE IJtTClll4 /CIT.
U",IUM IJtD 1IISfAJ..u.Tla" . C/N/tTf.
ITEM IRRIGATION MATERIALS SCHEDULE: 90% PLANS UNIT CTY.
r:iiTPs ItrigalicnSyslemScxRa: hslall &-W8/I &~~ibl.lahp73fN slnrJe ~epumpw:thVFDcarinllpgnpstation
Well, pump met pu'l'1) station to be 100% opetaUooaI per plana, details. spec:ilcations aM manufachnr's lpeci'~.
To Indude rn&:!Itll' eantmI & hydmmeler glci)e mount \8he; automatic selfltaling tiler system with clsclBtge sUlf1);
well iNIta11aUon pennlls; aI mlsceflanecus components, piping. Mring and t~
Conlrci(er: MOTOROlA Rado Plccda m 1,2 <<.. OulpuUSlaUon h1gaUon Calbcller installation crIy
To indud.: Mcuiling post ..t on site. gmnfing. w!wI willi comecUone. 100% oper.alional per pCans, delais &
specilcaUons. hslallaUon and zone \lilM connecliot'll pet matUactUfll5 fIIC:Clmmtnda5ons & specilcaUCI"IS. Ea
2- PVC .1120-1220 Cass 200 ga.sJceled Ifri9alIon main line with Hen:o OlP tttings by~, partone Purple 522C. LF.
3" PVC 1120-1220 Cas 200 gasl(eted IrrlgaUon main line Ylith Ha1:0 OlP ,tlings by lnlncJWng, partcne Putple522C. LF.
CorMl( W1nt:AWG 12ga. Willi (groood) s~ copp....lnsulaled suitatH b"cirect burial LF.
Contn:lI W1n1: AWG 1" 9a. Willi (gl'tU)d) soid eopplllr. Insulaled sui~ Ix' cIfIlCl buiaI LF.
r higallm main line blaV.o of point, assembly 10 lrictude IIIJ ppng & IlIinge Ea.
Pre:sSln check point 1).100 PSI Uqtid 11I8d pt8SSll1t gauge and air \81..., with adequate 5th..a P\C tees
and ouUet recllcetS atmaln & submain plau......check points.
3. maln One tanged epoxy coaled Isolation gate....... with non-ri!llng stem Nbco Of appnroed IlQUOII
2- main One tanged epoxy coaled I,otaticn gale \8h,e with non-rislng stem Nbco or appnMd l!I<JJaI
Waterman AV-1SD. 1.5" mgalian air\Banm nlleasll,.ReJerto detai
WatermanM.4J. 2.5" tri;allcn pIU&InlAllllfVilhe. Rerwtodetail
LR -NeIsolf7644, ,- QuICk' cOupler~ InstalledMlh6nfUTIoos"iZe....'AII bCt.-. -, '
irriga50n QJck coupling wM keye wi swi\el ell, one pw tu wMs.
Tcw 220-221-"-5, 1.25" 220. Seri. Brass Electric DC Solenoid Vahe with prauU"8 fIl9UIalcr, 2'" Red Wtite 206 Seriu
Isolab wMl. AI \IiIIw s....~e leM '1W1d hI.!I Sot multiple \11M locations lo be Y' cIa., Size uch zone wi... connedJon
piping to zoo&'\elw GPM.l"l!Iq.'itamenL nstaii urits v.(lhin a Jwnbo size wI_ box per detab & plans.
VAL 1.500. Tom 22O-221-x.&, 1.5"' 22D S8l'les Brass Eleclrlc OC Solenoid VaI\l8 v.Uh ~sure ~a1cr, 2.5" Rad wtile 206 s.t811
Isolallcn....... All ......., sllnice teu and Ilnes fat mulliple -.M Iocatkns to be Y' cIa., Slzs each zone...... comeclion
pJplng to zClll'\lll\BMl GPM ~ent. Ntall units vdUin aJwnbo sae wi... box ..derails & plans.
Hunter Pro Seri. PROS-12-CV-R. 12'" Iigh Pop-Up Spray head body with thin check....
Refer 10 plan b- pallems & nattle r.IngU.
rmtlnl 533 Flood BlJlb!IIlr, Adjustable t1aw rat., a4;uslable radius.
L..arve canopy ~ to n1Cstw 1 GPM. Small Palms IWld accenlltHa to ra:.....5 & .25 GPM.
Laleralline piping ta be Class 160 PVCp1pe-Ref8rto plan or pipe ,izIng schemalk::s Ix'salU.
MlriI1'lD11 piping &om aprtnJtlerto epinklll"lhall be 31.... AD pipe 10 be l'IlUSe walercdorcodlld.
Gl88n cdor n1tecti\e p;l'Mf\8m ma!tr:er. To, be fnslaHed on lop of cU'b
one on uchsld8 cfmldian at each wI.., or gmup of\BIWl.
3- HDPE-Class 150 SDRlllO PVC piP"9 mllChcatical}oWs
r HDPE-oau 150 SO~11 TO PVC ppng mechcarical}ointl
Supply & mtaD County appnMld f1lUSe walerlocalor de"'ces 50" o.c. aJMg main line.
Electric Sen.ce 10 Include: Permits, E1iK:!ricaI EncloSur8 .N per pi..,. & detail E-l, Ccnductcn ;rdJorcondl.lls
hlm F?L hand horelo enclostn and ftm encJo!ltn to di!lcomect and to JUTlP station. E1ectricallMica discomect
as.s~ tolnclud8.ouldoor 12DV ~IIIIl/GA receptacle mounted on discamect poet 5 feel torn pwnp stalion;
2* !lch.. ilia electrical cCndut by dintctional bot"B torn enclo!l..... lo median Is by othn, S.. Eng. Plans
AI compo-lIn.. bra 100% electric. eeNce permitted Installation perCoooty, Stale & NaUonaI Electrical Codes
PVCBV . In!ltaD 1- Cia. 31"- sch...aPVCball wlWln 10" dtcular'<8lw boxvdlh gr.MII.
GV3
GV2
AR
PR
-QC
QKEY
AL1.25OC .
LP-PVC
Of'EPVC3 .
DPEPVC2.
LOCATOR .
ELEC'TRIC .
?Hefju & rt~
l.._cl.COIO_ ....c~ll.ol.....
__. a... a....
-.. -..... .....
--.....-...-..--
_.. Ie - .. ..
Ml2
ML3
WR12
WR1"
lF2
PCP
POP12
BUS
RPM
COUJER COUNTYTIUNSPORTATION
CORONADO pJ(WY. & HUNTER BLVD.
GOLDENGA'IE BEAUTIFICATION. M's.T.U.
IRRIGATION LEGEND
Eo.
I
.
I
b
I
I
=
I
I
.
2 a
~---i
5 .
B
~
13
1154
111312
520
12il10
3
Eo.
Eo.
Eo.
EL
Eo.
E.1..
Eo.
Eo.
28
Eo.
Eo.
524
Eo 542
PNCLUDE IN
HEAD PRICE)
Eo.
Eo.
Eo.
Eo.
56
25
611
ZlI
l.S
Eo.
=
I
I
I
t
J
g
30 15
SCALE
30
IRRIGATION LEGEND
~ . ::';~,:=~~s;:,,;,:u'::m
"PS S4'~'--I_ "U'I/IAr_ SIno AH ozrr"/~ 1I1SC1U1ftrr'.
IClfllCI-'_"""IlDIMAaDt"ACtCfWlIl$C1lIi"trrlGST.
LIICoUZII '11101"".. S .. MInPt .~.
~1'"
1MIfJStO....-oIIDU. rltiCUI Z" 10 ~ DIl4 srl<T~. tIC
IfD#rC rDttll.ll. awnllLUIl """ cwc. &MUll 1OSr.
~1'Ia/'OSlJt It/ltllq_ ",", um_/rm cu.vt'110 ~
C&SZa~,rc.'/IIRJ#CI'fII!WZU&.
~1'l'WOSU~" ~ .aJWI/UL ,If'''' IlIl1VDUt.'al.
,m_ "tnI rffUJ"lOIAJ" cuars.
S)ltlt ~ ~M~=~:=~~~~~=.lCCUCSS'NS. 8
JOSf>m. =;.i;iC:~r=:..,Mt .,ID --!-
1lEV1S....
I
I
I
I
I
I
j' c."
U'
/
.-/'
IRRIGATION LEGENO
-=~~;~=;a:~~~LlR.,._t
30(. .0 M 1'tIDIV~ ULCT"tc..... t:tIllII1lT nil IM/rQIO' IYW srgtU.
- IIIMT/llLU ~ lnTALWtwf. IlUEIt flJ tcra 1M SIZES.
as:rlf/C SLlWlte: 0/101' ttIIaIlT.. ~rMr ftrJIIl'OllVl
/'Ou _ IIllC ro rw lUrt'RIW ~Inr SUNta. 'un
1'lII"'.srR'''.
'.WIDfSSlZOC.IDJIA/I ,~~,
-......... nofOSDI 1M'","" ""'" M 51./1 I~W'U 'ALva
BZ ~~L;.t'I'S'CL"'SSIOOIYC~
,.1DI'fntD1Ntn.IlAI.~tr=lDSCr.un.
IfETDInrlla",l.
=~ ::;~~i.""'AJ"'-mr." VAlYC.
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v
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ir-=-B-; :T ~
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-
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InTM,UTI.1"III Ofti' ,~ runltlCilL SDII~C t.clllAllllC IOIIT* C-l ~
I
IRRIGATION LEGEND
IRRIGATION LEGEND
'01 f'tIIJf'flSQI '''''':lTIOIIIMI''~ 0Tf'. SIZZ", &I.e.
(I) ~=~..r::c=r~::gr:;,::w.wr~usr
III: SlDIfIlas IISRIIID ~INTC eo/ICG TN WEIr
nR1t'HVALI'U.
E9 I'IIII'lIUD ,- 0/"" 31'4- JCJf. .-0 he aIU. VALve ,. Ir
CUI:li'lAot VALV' IDA' ."" ~a.
@ ~~=.u;::,OIf:"~~':;::;f.tt:.~.ltAJnr
r---, #fGIGUlJlIJnDlMilSI'ItR Ir-.'rlI'fJI'41'S'1UJ'1EAD0ffJ;U
I I ~-..a(tJFnu'fllDlIC"OF"'"'''''rDr...a.um1fll'lClf
t.._a_.J ItNfr ar.uaIAL <<,/Ie ,...,rAnD.
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HUNTER BLVD IRRIGATION PLAN
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IRRIGATION LEC;END
IRRIC;ATIDN LEC;END
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IRRIC;ATION LEGEND
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COWER COUNITTlUNSPORTA710N
....;.o::=.~~'::... CORON.ADOPI.."WY. &-1lUNTERBUD.
_.:=:='='.=7=__ GOWENGA.TEBE.-I.UTIF1CATJO.v,M.s.T.U.
HUNTER BLlD IRRIGATION PLAN
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IRRIGATION LEGEND
IRRIGATION LEGEND
IRRIGATION LEGEND
IRRIGATION LEGEND
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COWER COUNTY 11/ANSPORTATlON
CORON-IDO PI..-wT. & IlUNTER.BLJ'D.
GOLDEN GATE BE..l.UTlFICATION. M.s.r.U.
HUNTERBLI7J IRRIGATIONPLAN
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IRRIGATION NOTES
A. GENERAL NOTES
1. 1M[ P\NrI$ Nft) DfWlQICS ME DlACRA1AW1C OF 1HE WORK 10 BE PERFORUm. THE WORK SHALL BE E:m:Urm IN A. IlINrOD
'to A,"'Ifm CC>>CFUC:lS wmc 1IT1JTES NO OTHER n.DEHrS OF ~ N:I.1DHC lANDSCAPE IWERW..S. IHt NO AU.
DE.W.notCS SKlU BE EIlOl..IGKT 10 lHE: AnDmON OF' K OWNER OR OWNERS. 1HE CONtRN:lOR stW.L KOT MWUU.Y WSfAU. IHt
ASPECT OF 1HE 19CA:roc STSTD.I AS 5HO'Mf ON DE PlNC5 NolO DfWINfCS WHDf IT IS OBVIOUS ~ 1H[ f'IEl.D nw 08S'l'RUCnONS.
GRIDE DlFrntEHCES. OR DlSC2PN<<:lES EXIST nw WIGHT HaT HA.YE BEDf IOIOWN DUlWG lJE DESlCN Of' THE IRRtGAnDH SlSTDI.
If lHE IYDn' llW" NCJlInCAnJN OF THE CONUCr IS NOT GM>l 10 1lE RfJIlIIE5EHWM:. 'THE CONJRACrOlIt ML ASSUlE FUU.
RESPOHSIBUIY fOR AU. RD!SIONS.
2.. ItRCU10N S'l'StDI SHoIU EE I6W..UD IN IrCCORb.IlU '1m( THE PI.NG JHD SPmnC4110NS NO AU. a>>mw:r DOCUUDlTS.
CDaR.IrtTOR stW.L CXlKPl:r 1iI'lTN AU. PRfYAl.I<<O I.DCN. OR STAlE CXlClES. CRDlNAHCES NO RfCtAAtIONS.
3. acme MO WHIFY AU. SITE CCNDmONS. N2.la<<J saMCE urR1T'r LOCAnOHS. PFIOR TO 1RENO(N; OR DICGUfG. C()()ftOlHATE All
~ STSTDI 00N5IRUCTI0N fInH EXZST1<<O NfO/OR tEW ~ TO AYOO CONF1JCr OR DfTtRfEREMCE WITH I.DCAllON or
PIPIC. Sl.E1't'ItC, eMUS NfO SDMC[ l1TIJnES. lHE ~ COHJRN:TtlR IS Rf.:SPONSIBCL FOR COORDINA.TJoIC INSTAUA110N wrTK
AU. cmER CX>>C5TRUCTDI ON SIrE. ESf'ECWLY lANOSCAPE NStAUA11ON. RRXOA.'OOH S'YSTDI IS TO BE RELOC.\1tD AT NO JrOOmOtW.
msr FQIIl Nf'( CX>>IFUCT WITH lNCl:SCft HrrJrUAnDH OR Nt( cnHfR sm: COIGTR\.lC1)ON OR 0lSTIIG cotOnoNS. AU. COIIlPONDnS
1lW' Mf. HCJr COKrJHI) 'flmIH 1lE SPEI:IfI: NSS SHOWN Ofi 1HE DAAWNiS 'MU. NOT BE ACaPTED. All PFV<fC #HI) 0MJt
CCUl'ClNDnS ME. 10 RDP.H wmtH nE PROPER1Y Of THE 0WN0t.
4. WHERE DCISlINC OR NDI' '1REts. UQHT' STNOIrImS. SIGNS,. E1.D:TRONlC' CDmlOU.ERS NflJ/OR. cmo OBJECtS ME Nof OBSTRUCOOH
TO Nt ~ SAlHClDt's PAITDlH. lHE ~ AND ~ SHALL BE: RE!.DC:A,Tm AS ~ TO OBTNN PROPER CCMRACE
MTHOUT ~ 1HE ClBSnU:nOH. DfaNEDl 1\1 COH.UICTDC wmt ~ u.HDSCAPE ARCMm:T OR RfPRESDfI'ATlY[ TO DErDlWlNE
MIEn€R lJBS1'RUCnoN OCCURS OR NOT.
5. COWPOHDn' 5I'AaNQ NE UAXIA.Iw. DO NCJt' EXCEED SP~ $HQMC OR HOTm ON lHE PlANS. CC)t,IP()HE)(T SPACWG YAYBE
- _~IUSTQLTQ~1t'.~_ILT:E:R1W\I JH) f'lJHIIiG.lAYOUr.AS..l.OHCi J.S.1HE WOOFlED SPAQNC DG.HOI EXCm).'1HE
SPACNI SHOWN 1\1 THE PUHS. UNll5S SHC7l1W OTHEJMS:E. IRRICA.nDH cotmUCTOR SKW. PR<MDE toes COYDtACE.
~. i.AU:";mws AND ~'SHciN fiu BE ..sr..um" AS cETMm "ON H PUHS.. If lHE DfWMGS Do NOT -moaoUGK.Y
DESCRIlt nE '7tDHCU:s' 10 BE USED, lHE IGTN.LER SKILl. fOLLOW llE IGW.1ATION YEIHODS/~ RtCCUYOaD BY
lHElR UNM"1oCMmL
7. ItRIGA1lON COHrRACIUR SKlU. NJ.>>ST AU. SPRlNlClD5. CONTROU.ER N<<l onttR IlEVICa TO OSTAfl SPEafED 0PERAlING
DWUrCItRSnCS. IHCUJDltC CXMJU<<. 0f'fRAJN: PRESSUtt'. FlDft RATES Nt) OPDWlOH lW. AS IHDICAlED ON 1HE ~NGS J,HO
ON THE ~ STSTDI SP[(7JCAnoNS.. IOJUST AU. SPRtOCLERS TO AVOI) CMRTHROW OF WATIR ONTO ROADWA'YS.
a. CDHnUCrOR TO ~ H>t.AUAnON SHOP tlRAMH<iS NorD WrlU"ACIURER PROOUCr 1N'OfUIAT1ClN FOR AU. uu.:A11ON COYPONEHTS.
AU. NSTAl.tATIONS SHo\U. BE M; RED:IAIO<<)ED B'r IWIUfJClURERS. 'THE 0UNmTES SHOWN N tHE ILCEHOS AHO 5'nmOl. SHEDS stW.J.
NOT BE usm FOR BOON: PURPOSES.. tHE COM'TJUCroR 'Kl. BE RESPON5I9U: fOR CXHlU~G A c::owPA:EHaGM; TNCE-Of'F' OF
No\'ttRIAI.S 10 DErE:RYICE DE IrCIUlr.l. ClUNmT1ES OF 1AA1DML ~ 10 EXEClIJE 1M[ WORK DfSCRBED ON lHE PUNS.
9. AU. lRDKHS stW.L lIE BlO(fUfD vmf ClEAN. DEBRlS-FREE WJIR\AlS 10 9CJX DENSm'. a..r.NlI SAND 9W.J. BE usm roR BEDOlNO
""'URW.. F PNOt' SOl. CAHNOT BE .lDEOUAml' RI) OF ROCK IHJ 0lH[R EXnWIEDUS DEBRIS. PUWHC PFE SHALL BE PROfIBnm.
10. AU. SClYD<< ~ SHAll. BE PflEaDm B'r PRIIa<<: Of 1Ht FtTTINQS IHJ PPE M; Ra:OKNDIDm B'r tHE .w<<JFACT\JRER.
It. COHnUrCTDR 'to L1BEl./NUIreER H.L ZOtE VALVE CXMRS wmt ~ COKlROUER ZOJoE Nl.MlI8ER NolO ISOtAl1ON \lALVE BOX
Cl:MRS M1H RtCORD DRAWNG NUW8ERS. PROWlE TAGS 10 AU. VN-YES M; SHO'Im PDt DaMS.
B. ....NUNE .I< PIPING
t. AU. IRCiIol1ON ~S) I: SUBIr.lAI(S) SKW. BE 1120-t220 ClASS 200 PYC CA5ICEmD PFE wmc G.fS(IJl[l) FTm<<iS. EXCO"T FOO
PPtC lMtOUGH SI.II\B. AU. PPES USED DOYlNStREAU Of EAQt REWOTE COKTROl VAl..VE SHAll. BE cv.ss 200 PIC SOl\efT' wnJ)
PPE UI.ESS SHOWN 0TMEJmS&
2. lHE DEPIH OF ILL lMES 9WJ. BE M; SPECFED POt PlANS NtO DErA.I1S. WE'ASlRDEX1S SHAU.. BE fROM TOP OF PFE(S) TO fDISH
cru<<. COtmW:rOR ftL. BE RESPOfCSIU FOR RDRENCafG IHJ JIEJ.Aft<<: Nfr PIPE NOT IADNO SPEtFED CEPlH(S).
3. AU. YMCI.IC WI..L IE ICStIUED MDt A 'TJUarfG TAPE UBELED "NOH-POTIrB.!: MlGA.lION WAIti.
4. AU. PI'IfG SfWOIJJS FOR f'UJ\JtE ZON:E [)(Jl'AHSIOHS stWl. "'~ THE Dm CAPPm. NfJ BE lOCAJID USIrfG A JUUBO VALVE BOX.
5. AlL 1alIG41lQN IS 'TO BE LOCAJm I'l lHE UmwG.. AlL RRtQA.1ION LINES ARE 10 BE lNStAt.I.ED AT I.EAST 3 fEET FROt,l 'THE CURB.
I. AU. WM t.ta: wmf NO WLVE fM[ 9W.1. HA.YE APPRCMD lOCATOR DEVICES E.WR1' 50 FIn IHJ AT 0IREC110N CKIrHGES.
C. SIH.VINC/CASlNGS
t. AlL SUIVIfG INSTAUm 'MJHIf DE: ROADWAY SKAU. BE INSfAl.LED lJSDIG DItECnOIW.. BORHCO 'lEQli0l0C't PER FDOT SJNmi\IU)$ #HO
SPa:f1CADONS "UnlIt N:CaAIOOfdlONS 1UrHUN.... LATEST EOO1ON. AlL st.EE.W<<: PtPE SIZES SKW. BE AS SPCCI'1ED ON PING AND
~ 'fn'TH CJMrEJl APPRl:MD lDCATJoIG Det'ICES; u: .:1M SClJTaO.WUC IlWiNETlC l.OCAnNa DISC AT E'J.CH o.'D ON TOP OF SI...EI\'tHO.
2. Nt( FVIURE SUEVES SKAU. BE CAPPED NC? lOCATOR DCSC ICSTAUm. A8o\Hl)()Hm SILEVES SHAl1. BE ClOSED PER FOOT STN<<lIlrRDS.
.1 AU. SUIVES SHAU.. txmD 8 fEET BD'OHD Nft PAVD.IEHT EDGE .AHD . FEET BEmND BACK OF ctRlWG.
.. AlL SUl.'Y(S SHAU. BE 1'MJ SIZES I.AACOt nwf lHE PFN:: ~ eM: AS srzm PER PI.Nf.
llEV1S....
mequ & A~
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--- '-
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D. ISOLAl1ON VAlVES
1. AlL lSOlA11ON VALves 9WJ. BE BfrASS . ISOLA11ON VN-YES SHo\U. BE mm AS IOENTI'ED B'r SYWBOlS ON THE 0M1IIIG. OR B'l"
~ tHE SIZE: OF "OiE PFES 1HtY 0CQIt MIHIN.. VALYES OF 3/.- 1HRCUCH 2-1/2- 9W.1. BE l1IW<<D, V....YES T NCU
lARGER SIW.l. BE fl.N<<;fI).
2. AlL ISOlAl1ON VALves CNSfAU.ED Al.ONl: ~ ~ stWJ. DE MWl.ID WIIMN A JUWO SIZE WL'VE BOlt. REJtR 10 DETAlS
AND SPECn:.\lIOHS FOR VAL\'E INSTAUAnOKS. COHTJW:TOR 9WJ.. PR(M)( V~VE !lOX EXTDC5IOHS ~ NECESSMY.
OUICK COUPIDl VAlVl:S
1. ALL QUICK CCM"lER \IN-YES 9W.1. BE BRASS. QUICK COlJPlDt VN-WS SIW.1. occut AT LOCAnOtCS SHOWN ON 1HE PlNCS. F
APPI.JCAa.E. QUICK COUPLfR \IN-ves SHAlL BE IGTAUm If JUY80 SI2E VAL"tt: BOXES JH) AS DETMED ON 1M[ DRAWI<<iS..
Eo
F.
CONTROL SYSIDA
1. COKTRAC'tOR gW,J. BE ~NSIBlE FOR CONHECI1NG IRRIG4.lIOfC VAL"tt: ..... TO lltE CONIROUER LDCAl10H PER THE PI.NCS
~O SPECFJ:AmNS. AU. HARDWARE NECfSSIR1' uusr BE I<<:t.lJDm AS PNrr OF COffrECnOH SDMCE.
2. COHIR'DUDI(S) wu. WoVE A RAN SEHSOR NfJ B'r-PASS S'MTCH JNSWJ.m TO WEEr STATE AHO LOCAl.. CQOES. RMl SDGORS
ANO B'r-PASS S'MTtHE5 JrlSO WI.L BE IGTAUm If ACCOfaWtCt TO Wl<<JF'ACTURER'S CiW:lEUES. c::otmW:roR SHAll. tGDU.
NaJ WIRE RAJl SOt'SOR.
3. rr !iKlrU. BE lHE RESPONSl8l1.JIY OF' tHE IUlIGA1ION C:OfrffJW:TOR 10 COORDINATE 1WTH 0l1ER 1RADES ON SRE. PROGfW.I DR
SCHEDlA.E lHE IRftKO,J.TIQN SEQUENCE FOR 'THE ItRIGo\TlOH S'l'SIDI CURl<<; CONSTRUCT1ON AND NORYAL 0P0W10H UPal. floW.
ACC:EPrNfCE In" lHE 0WNEJt. CONTROWR &: VALVE 0Pau.1DI SHAlL BE CHROf(OI..OCICAl. .
RE!.lOTE CONTROL VAlVl:S
.1, AU. CONIROl VAI..\5 SHAlL.BE INSTIrlUD wmtN 11E-UI)Dl[.(lf' THE umwc. (X)HIROl VAL\'ES- 9Wl. BE T1fE.lYr'f NC) :mE AS-
.5P..~~~~TmOH_1XE~~___._.__'.h_ .
2. WIRE SlZD FOR OJNTRQL \IN-VE c:oH.PGnoNS TO THE OOHlROllD M1. BE COrATED SOlI) COt'PIJt I.l. N'PR(MD 0IRECf BURW.
WtRE '12 GIoLIGE R>R COIUION WIRE JHD '1. CiAUCE FOR ICTWAI10H ~ RED WIlE 1'lU. BE USED FOR ~A11OH. WIt'It 'MRE
FOR C::OWOH, GNE ADOmONAL WHITE YIlRE CONINJOUS AlONG DCIItE WMI l.K. NfJ GtE ~ '14 CIlEDI 'fI9lE fOR
SPARE AlONG ENTJIE lDfGJH OF UAlN UNE'. DE COHTRACmR SKW. fURfISH st.n1aENT Yl'IRE COI.S FOR EXPN6ON. AT ILL
VAl\,[ lOCATlClNS AND AT SLEEVE om AHO OWCCE OF DRErTlONS. DC ~ ~ A SD'NW"E COWON FOR tvmr
f'OlI{ (4) VN-YES.
3. AlL El.ECTRlCAL SPUC%S SKAU. BE IMDE USIHG :SU-DBr OR JU-3570 sarn:M.OCX SDl. PIOC COfrIEIOItS AS DETNLED IEJlD(,
.. AlL VALVE WRNG SHAU. BE NStAUm PER PI>[ 1RENC1e<<; DEfAL
5. AT NO lWE WlU. UN5UE.\'m YrRHa SHARE lHE SAllIE Sl..aVE WITH ....... uas OR OTH[R PPNi. WR<<: SKIrU. IE N DEaCAlm
Sl.fMS.
VAlVE .I< SPUCE BOXES
1. AlL YN-VE BOXES SIW1. "EEr SPEOflCA11ONS; BE stz:m 4 NSfAUlD ItS 9<<MN NCJ DETMED HDmJIL lOP OF VALVE BOXES
SHAU. BE 4 NHS HICH[R T1w.l GRADE WKDI 1H5TN..llD, CClNIJW:IOR 10 RDH5rJU IHJ lI.VEl. IOllES F SOl.. SUlUfC OCC\.RS,
2. WHERE POSSIll..E AHa FEASIBlE INSTAlL VN-\'E BOXES wmGI PUHIHi 8EIlt.HS. NO WrL"tt: BOXES SKIU. BE NSTM.1.m Yl'mIH 3
Fm Qf' A Sl)E.WAIJ( OR OTHER PfDEST1ilWi usm SURFACE. 5' FROI.I Nf'( mtOJl.M: ROADWAYS OR N "OiE CEXmt Of' ~Y
t.lDWrHS. DQ NOT INSTAlL AT THE BOTTO" Of $WALE(S) OR Nfr 01NDI LDW POM'.
3. COHrRACl'tlR SIW.L lOC\TE AND F1JrG AU. VAL\,[ I.OCAJIONS PRIOR TQ NSrAI..I.ADON Fat N'fW'N~ 8'1' 1HE lNCDSCAPE MaIT(CT'.
POP-UP SPRAY HEADS & BUBBlfRS
1. AlL SPRINIQ.ER HDDS Wft.l. BE NSTAUED AND COffIIECTED TO LATIJW.. LINES AS PER DETM.S. TIt[ SWAU.EST PIPE !nE AI.1DWtD
10 c:otH:cr SPRH<lDt TO SPRIaC1Dt SHALL BE 3/4- OR AS SPECIfED PER PWI.
2. AU. POP-~ SffWt HEADS SlW.L BE 11- ItGH POP-UP SPRAY HrJDS J5 SPEtFED HDlEJl
3. AlL TRaS AND PAI..US ~TED TO HAVE stJIPllWEHTAl ItRJGAnON SKIrU WoVE rr II T1€ FllfUI OF .2 PRESSURE ~
FlCOO l'l'PE IIUBIl.ERS. lHE DISQVrRGE RATE sw.u. B(: (1) 1 GAl: MOInE f"ER lm:E ON F\U aMW<< SPRAY HtAD ZONES:
(2) .5 GPU NOZZLE PER SUfClE ROW SPRAY HEAD CXMJWiE. OR RaINn' c:rAR faD (FtU. CC7t'EIUCE OR SICl[ ROW CCMRAGE)
CXJYEJW;E. 'THE BlJ8BlERS stWJ. HOT BE IfSTAUID ON lOP OF' "OiE ROCJlBAU. ~DiT 10 THE nuoc. THEY SHAU. BE 1HSTN..Lm
~ 'TO THE ROO'T1W.L PERlUEItR, AWAY FROt,l THE lRUHIC.
4. SPRlJI(ER NOZZLE RANGE SHALL BE BASED ClN 1HE SPACING SHOWN ON TIE PUrH(S) OR ARrAS 10 BE o::MRm. lHE
CONTRACroR SHAU. CONSULT wmt 1HE lNCDSCNlE MDfTECI' FOR NOZZlE ADJUSNEJr(TS J5 NEEDED.
G.
II.
COLUER C0UNl711UNSPORTA110N
CORONADOPKrrY. de JlU}.7ER&VD.
GOLDEN G..Jn' BEACJT/FK'4T10N,A1's.T.U.
IRRIGATION NOTES
11
NOTE- Flberglo.s5 ReInForced Enclosure with
Forest Green CheMIcal & Ultraviolet Gro.de
Gelcoo.-t FInish. Hotnto.ln 3' clera.nce froM
aU sides of pUMpsto. tlcr\.
1) DISCHARGE ISOLATION VALVE
2) ruJ'J METE:R/ MAIN VALVE CAPABLE [Jf" COMMUNICATING 'JITH
MOTOROLA CONTROLLER
3) 2 GALLON PRESSURE T ANI<
4) ROLL GROOVE MANIFOLD
5) CHECK VALVE <SET IN 'JELL)
G) DISCAHARGE FlL TE:RS 'JITH SD MESH. AUTOMATIC FLUSH
COtlTROL VIA MOTORllLA CONTROLLER
7) IDHP SUBMERSIBLE PlJIP <150 GPM l! GD PSI> SET IN 'JELL
B) "7''J X SG'L X "5'H FOREST GREEN FIBERGLASS FLIP TOP
COVER
'iI) 52''J X 62'L 'JELlIED ALUMINUM FRAME
10) UL USTE:D CllNTRCL PANEL 'J / VFD CONTROLLS IN A
FIBERGLASS ENCLllSURE: 'JITH FAULT RESET/DETECTION VIA
MOTOROLA CONTROLLER. LOSS OF PRIME:. LO'J ~ HIGH PRESSURE.
AND TRANSIENT SURGE PROTECTION
II) S' X IG' VENT <FRONT AND REAR)
12) STAINLESS STEEL LOCKABLE HASP
13) STAINLESS STEEL HINGE AND HARD'JARE
14) N/A
15) 5'10' X 7'L X 4'T CONCRETE SLAB
PUMP PERFORMANCE
150 GPM @ 60 PSI
MODEL # VFD-NETA-SUB-1O-230-1
NAPL-~5 ~L-~CfRIC
MOl OR WORK5, INC,
2088 J&C ~I,VI/. N.APl..e5. fl, :74109
?1tdJu &A~
La.""'.C.....~lt...'."r.
...---. -....
-'""'__co.-...._
.. ... - ...
COLUER COUNTY TRANSPORTATION
CORO.vADO PJ..'1J'Y. 4: HUNIERBLl'D.
GOWEN GATE B~UTIFJCATIO.v. MS.T.U.
IR.RlGATION PUMP STATION
Submenible Well Pump System
Variable Frequency Drive
Fiberglass Enclosed
Mod.l: VFD-NETA-SUB-10-230-1
Purpose:
To provide a complete preflbric:mcd variable frequency drive skid mounted fiberglass enclosed pressure
demtU1d submersible pump system \\ith UL Listed IndustriDl Control Pomel The m:m.ufactnre will mnnufueture.
flow te~ :m.d wmr.:mt the system to meet aU specified opcnlting n:quirements described below and in system
detail. The ~m shall be Model # VFD-NlITA-5UB-10-230-1 as manufuctured byNaplcs ElcctricMotor
Works. Inc. ofNuples. F1 USA 239-591-1313. This specificn1ion describes the general components and minimal
oper.uing requirements;md sh0ll1 not be construed us amiIDuCacturing guide or complete list of required system
components.
Frame:
The pump station will have B prefabriCilted welded 52"x 62" aluminum structwal skid. Aluminum. supports \"ill
be provided for mounting of cootrol enelosu~.
Low Pressure Protection
The S}'stem "ill shut down if the pressure drops below a preset pressure for 30 seconds and a 10w-presS\U'e fault
\\ill be indie;:tled. The system will remi1in offuntil reset
Drive Fault
The drive hilS numerous o\'erload ood s:1fety faults including ph:u:e loss. lowlhigh vo1t:1Ge. high current, incerrud
he:l! sink o\'erhell!, gnl1md f.ul~ sbort circuit faul~ the system will ,hut off and the fault will appear on the
opel1llordisplay. AU key parumeters will also bere<:orded III the 1ime off.ult and the lasl10 faults are stored.
The system "ill send a fault output to the Motorona Controller and can be reset via rhe MotomUa Controller.
Protection Equipment
Fwed disconnect with t).pc R current limiting fuses.
Silicon Oxide V:uistor voltage surge proCection pcr phase.
Thermostat controlled cooling fon for control enclosure.
Variable Frequency Drive:
VFD ",ith the following features; overload c:npacity Dominalll0% for 60 $CC 150% peal; PO,,"'et loss rid&-thru:
2 see. Duto restart after power loss or reset table fault. feedback sjgnal loss detection, 32 bit rcicroprocessor
logic. LCD keypad display. 5 Jines x 16 characters back lit "ith copy function, non-volatile memory/program
_:ergla.. en~o,u7tbe" I' -1' I db f G fib rgl I 47"" S6"x 4 -"En Irell:ntion, el.psed tiine monitor, RS'4221485 port: Modbus protocol; meterfimctions: Vol~ lIIIlp, kilo\\".t~
'is'~'~u:r:~=~O\~SSE-~~~~ :::~~~:.wl'tha4:lm::ttl6';thi~ :t.~o::c ~sin ici~fo~ed ,~~m~_ '-~F1ayt11ls:-._.-. .--.... - .-. .
fiberglass S1r.lIld, protected with 18 10 20 mils ofUV isoptholic pol~cr gel coat. The lockable flip lop lid
design allows access for m.nnterumcc with an overlapping lid scam design forwcatherproofing omd vnndOll
resistance.
Pump and motor:
The pump will be . Bedeeley 6" tUIbine 1)1><' subme..ible liquid end with ASTM A48 Class 30 diselt"'!c
udapler. top and mlennedi01lc bowls. ImpelleIS will be silicon bronze. Beouings at discbmgc, intake. nnd bowl
,,'ill be neoprene.
The motor\\iIl be Frnnk1in 6" rated 10hp, 23flvoll, 3450 rpm lit 60Hz. Motor shell and splined output shaft "ill
be staial... steel. Kiogsbul}'-type woter lubrided thmst bc:uing. Pressure equolizing di.phn1glll. Hennetica1Jy
sealed windings.
Pump Performance:
The required pump perfonnance ola 30' depth in the \\~II "ill be ISOGPM@ 60PSI
Irrigation pump controls:
The VAriable FrequcnC)' Drive nnd aU electronic control eirtuilI)' will be mounted in a fibcr&lass NEMA 3R
fiJ.tcd enclosure with a gasketed locknble-hingcd doof\\ith stainless steel twist lock. latches.
Opcl1llion
The S)'Stcm utilizes a Variable Frequency Drive to opern1e ilS a pressure demnnd sbrt reduced flow retirement
lhe st.ltion moUntains a fi.-.:ed disclwge pressure that compcasaCes for wr)ing flow demands \\'ithin the
Cilp:lbilitics of the pump.
Soli Sl:utISlcp
The S)'Stc.m soft stnrts to the opcr.1ting pressure nod soft. stops at retin:mc.nl vil1 Q progr.:u:nmable r.unp time.
System stouting nod stopping com be either pressure deml1D.d no-flow n:tircment or clock start from the irrigation
controller.
"" "'"
'?Ikqu &,,;~
REVlSEI *1N 1.K LAl1IIT
..;.<':'.:::.:::....Ndolt.a~u~
__. _..u
--
Pressure Transmitter:
A 4-20ma pressure transducer will provide 0. feedbo.ck signal to the VFD PI control for consCnnt pressure
control. The 1r.Insmilter is CE recognized with 17-4 PH stainless steel housing and meets NEMA 4 (JP65)
protection ratings, and is shock ruted 200 g and vibration rating of20 g SO-2000Hz. Pressure rnnge is ()..100 PSI
\\ith a 300 PSI over pressure rating.
Flow meter:
A normally closed hydrometer will provide total and rate display +/- 2% accuracy within its raled flow r.1I1ge at
lOCo 22S psi A reed s"iCch provides pulse output for flow monitoring.
Self-Cleaning discharge filten:
Netnfim Disc-Kleen liIters with a m:JXimum oper.lling pressure of 140psi with 80 mesh fillers "ill be connecled
Co the discharge manifold. Auto bl1ck flwh controlled by the Motoroll1 Controller wiIJ be discharged to B 2" line
into dryweIl (cby well provided by others).
During back flwh alternating filter batteries l1I'e taken offline and flushed while the other batttry' continues to
filter waler for the irrigation system. The filter discs will separale during bl1ck .Dush cycle for optimal clenning
to the header.
Discharge Pipe Manifold:
The pipe discharge manifold shall be construcled of galvonized sleel pipe \lith roll groove fittings. A buUerfly
,.nJ.ve will be provided on headers 4" or greater and a bronze ball ,'nJ.ve on noytlllng smnJ.ler. A 2-gaJlon capacity
press~ tank will be installed on the pump skid under the cover nod connected fo the header.
'Varranties:
The pumping station components will be w"",",ted by the manufacturer for n period of one year from dale of
mnnuCacture.
COIllER COUNTY 11UNSPORTAII0N
CORONADO PI:1l'T. of HUNTER BLlD.
GOLDEN G.~TE BEAUTlFlCmo.v, M-S.T.U.
IRRIGATION PUMP STATION
3.
Cabinet Cabtole\
-0- -,,-
Controller EJcctrfcal
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L
I
I
8 ..."""""""
t "
~4. SQ.
.... :~;~...... r: '.
~
lEGOIO'
t. ~STMU3lSSUL "~~~~~~.4'
Z. wtD_OC~.A.
.s. MfA rot 2o-WII; S1SIDI 'MLCMI€T waM1NO IItCA
MT \lIrIWDIlSoIt. ~ nil awwr.ua UIJftGtT
.. U"~falat.IL tt.t~....~I>>-'<<U'DWJ;
STAMDIS S1ZD. ~
L"'lUlDICDICIIDI::UX-r U.~~"""'T(CSA)
wc'MC:IIN3I_b1DDr IQUlCIcn_~~
K'IOO~~ "I'UCAIIDS.IiIICMKT'"
.DCl.CIUII:_'Ja: u.Mt&n:Jl2-.-E~~
s.aot nil --. ~ SII!lE Mm:1DC.
L~~~~=-.:D' M.r,:::r?/f''';::'~~CXlIIIUr
7'af~fllll~~:m' u.nocau.oclTCIlJCNl:JQt.
-.:s. I flUX II 1M" ~ oW:UIID ...tutU.. WA..u STA'lUl
EIIltCI'IlAIl..... 1I1lt..........usSW1g\.IGll1~~
.. rILl. t7.!C"c:" SDU1[ 1IIll:UO.. CIIXUT
lMUQ u.ICCDftDUXS1IU.~_~AU.I.""
~.. "'~S."7.Ll".1'~
GE'NERAl IN5TAlLAllON AND aiD NOTES:
"c:lICIItACaSMIU."IlCMlC~Tmm
~S'/S'lDlCIlU'lCXftFCll1l€SDMO[
tAlG'oIlIU.IilZIIla.MIDATUOC5DNlCZUlCA'IICN.
2. AU.1UZ:lRC-'fi/lU.llfl'PlllA'DUL
STAlE /JIG" L.l:ll:Al. UllNO CIZla. CIlIlIIrWfICD
..........-
1~~~~A~K
4,-..x~UlC4'llL~SfIrat,CDf1'~
~""N..Q.A,SWJaCNSIlEI1b:'1IICoIiL~
L ......
Il~"'.
--""
,..-..
LUAU CALL"ULAIlUN~'
COMPONENTS
CONDUCTORS
~
~
J ..."""""""
. ..............
1-10 HP PUMP SINGLE PHASE
TOTAl:
_AMP@l00% DEMAND
SERVICE SIZE: _AMP,_ V, SINGlE PHASE. 3VAAE
1..1UCUIC.lC.~ II.ClI'DIINllD.ClllCMICf"""'"
l'MD.rcIIlAOCll'lOLlt.ULC:1lICIIL
Z. 1IlElD:" TO 'ED' POIDl tZO-WLT 1IJMlZ iii CDIlUT 'IV
CDII'Nn'SPlZ:n:A1DCS. 12.~..ANU.-DlfTCR:Uf
3. rllU. SOl.. IOCCHUTlQ 120/24CN'11lO1WItAlm.CIlICI.llT
\mm'CDIlP.IH1'IVIDtSQlU'. .......~..Na.
'Ir'tnDlSIItl'lXSf.c.. U.~5OIL'll1I!:l>>-"'l.fSDMCI:
s. PCUIOCDlC:fII[1[...._r COClIIIlU.Dl~Tlc:s.t,)
-'1IIICJlIoaS-a1DGr NUIllac:n.~~
IE'YllID ama: CMJSICICS Iml P\.IICoIIlIIlS. .. C4a€t ...
L ~~UMI 1'~~~~~~O~S1NGlE PHASEI
SlfltD'w."~tIIII[ U,f1lDGCWoIIC
1D~1IllD. ILMltl:ClClPfIPtCllalllD..-;wor
70 1->>lIllN:~ LL""'lO'IID\llllElOltCDDD-~c.
L ...-tc4JlOISTA1Dt*rcu SI1[IIlIltPUl;Pmm:~CClCiCf~
IICUCrlDCIl~"'. 17..i"';::~ClCl'I'UICllItll,NO
L PHOftlI1!CDIC caraoll~ CCNUT IICIO 101 SI MIl EU. PLAhC: v......w _
lo.PMll'Jl:iID.IJ:CDnIIlL'" LanIII rum WDl 3/W' 'I'A CllAWl.
I"l'S"IIMIFSJIf.CInZlIolPloUCS. U.ttZ"DA.SUL'W'II:lIIftUDtIIlE:CllICUT
,.....
ElEClRlCAL CONTRACTOR:
Q ELEClRlCAL ENCLOSURE "A"
~ IUS ___
IRRIGATION CONTROLLER & ELECTRICAL SERVICE ENCLOSURE DETAIL
N.T.S.
CONlROLLER & CABINET BY COUNTY, CONTRACTOR TO INSTALL
1lEVlS_ ?1tGtjee & Tl444date4.
III'Cl:&' ~ AS'5OOA1ES
La"c1.aa.._lt.at.....
--- --"
-. --- ~...
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.. ----...
COWER COUNTT TRIINSPORTATlON
CORONADO PKII'Y. 4: HUNlER BLlV.
GOLDENG.4.TE BE.-lUTlFICl.nO.v. M-S.T.u.
CONTROllER DETAILS
~t ~_~..~~
~' '~iji-- 14~~~
.~: ~N'Q .! t pwc . ij
- ~~. BfJ.RHi #RIA er: UHDSMSED J
"""'" SOl.
_ _ 8ENIL...... .TEE WIlli PLUG TYPICAL SECTION
.=-~r'F~
p~ ~
--
"''''' >IT wm<:,: ,..em >IT wm< ~:.':
VERTICAL 8END tIlm:S: IEUllNG ..... OFFSET
1. ON BENDS AND TEES. EX'IDlD niRUST BLOCKS
RJU. LDlC1H.
2. PLACE 8Q4RO IN FRONT OF AU. PlUGS BEFORE
POURING ntRUST BLOCKS.
J. POUR lHRUsr BLOCKS AGAINST UNDISTURBED
SOIL WHERE l'RENai WAll HAS BEEN DISTURBED.
EXCAYAlE lOOSE SOIL &: EXTEND lHRUST BlOCK
TO UNDlST\1RBED SOIL
~. IN BACK F1WNG, ANt UUCI( ENCOUNTERED SHALL.
BE REWOVED 4: REPLACED wrm ACCEPTABLE
.....l!RlAL.
S. BACK FIl..1. tr.4ATIRIAl SHAll... NOT INClUDE ROCK
OR BOULDERS.
5. THRUST BLOCK ARE'AS BASED ON SOIL BE'ARJNG
LOAD OF 2000 PSF'. &: UNE PRESSURE OF
150 PSI_
7. All IRRlGA.TION UNES LARGER THAN 2-
ARE 10 BE THRUST BLOCKED IS .. SIZE.
........ IrNIIC N'I9S .. s.n rm: HUa' ILOCICS.
M .-
.- . . 1 1 1
0" 3 . 2 1 3
e- o 7 . 2 0
..- e 12 . 3 .
12" '2 ,. . 5 12
,.- .. 20 12 7 ,.
20- 2. 20 17 I. 2.
2'- 34 34 2. 13 34
THRUST BLOCK FORMS DETAIL
MoT'"
1IEVl.....
?/kt7<<- & ~~
L..........Il. ArchIlDD'..rD
-- .
- --. -..
-~_ _CUO)_
STEP NO. 1. ~ {
STRP WRES AND APPlY
SCOTOfl.OK Y ElEClRlCAL
SPRING CONNECTOR IN A
ClOClCVllSE DIRECTION.
STEP NO. 2.
<{E: ~
STEP NO. J. \!
POSInOO WIRES IN WftE tol.
aiAHNaS AND
Q.OSE INSULATOR
lUBE COVER.
24 VOLT WiRE CONNECtioN o.EtAIL:'
H.T.s.
IWQAJX)N WM UN( OR
""""".....
TROOIHC DEPlM f'Dll: AU. WIN lMa SKILl. I[ Ja >>lOa IN..ESS N'PIlOlIED B1 I.NCtl:KN'E MCHlm:T
m BE RtDIJCED 8ECAUSE OF WIf LH LOCAT'ION 0It DEP1M C'DWIJCJS. ...., LN::5 INSTJU1D UNDDI tMCE
CAHOPr TREES OR P.IlWS SMAU. II( Af Ii DEPTH OF qW.
AU. TREHCIINC DEJrJHS SIOMI ME ~ " THE EVDI1' THoU' YNWUW TRDlOIIC DEPrHS
ARE NOT w;r, lHE TROO€S SKo\LL BE RE-DCliV.um.
lIEPTH IolE'ASURDotDnS N{( m BE DOH[ fROIil fW5H QW)E m ltlP OF PII'L
'AOo'U Ii Ii~ IolNWlol ~ SD'NIAnON IlEf'Il'(DI ....,.. LM(S) NIl LA1'DUl. ~S).
AU. lRDlCfES SHIrlL BE ~ 'MTM QD.N SOL FREE or otIIRlS .. NODOUS WElDS. TlIDlOG
SKIU. BE tmlPACJm m Ii 11IX SfNolllAAtl I'ROCJOIl DDSTY. 1i5t'l()U1-7L
PIPE P!..U.DC lHAOUCH IJI-TRDIOlm SOl. IS MDT AI.l.OWm ~ NIt' CltaAlSTNC&
TYPICAL TRENCHING DETAIL
MoT'"
COIllER COUNIT11IANSPORTA110N
CORONADO PKWY. &- HllNfERBLrD.
GOLDEN G.m, B&lInIF/CAT/ON. M.S.T.U.
INSTALLATION DETAILS
J.N8O Y,f.L\IE BOX 'MDt lOOCABlE LO "TH ft" EXTENSION..
SET ON IIICX SUPPmlS (4). PRO\4DE NQN-'M)(MN fl.TER
fABRIC _nc ,a LAYER CF PEA GRA'oEl. ON TOP [J" f1lTER
fABRIC. TAPE RoO fAaRlC TO EXTDUOR OfF YAL'1IE BOX Vll1K
DUCT TAPE. PROW)E A ,~ f.F. O'BUP FROV 80TTCII OF' BOx..
lOX 5HAU. BE SET f1JJSH AI<<) l.f\U. 'MDt CRADE.
""""'" C>W>E
r lit ,~~ W>>IUAL BRA.5.'!ii CAn:: YAL\'E. PRC7WlE I- l.CWC NPPIE AT WnLT.
YAL~ MD" Slz:EIt SCH 4fI p~~ MPPlE""c::r.N1m:lm TO YAl.\E
OJ,T on: THREADm ~ AT.~cm_CO!lECnoN E,M) NlO SOl\Olr.~ T? ~c:E.
sot ISO P~ FlANCED REDUCE:II nTTUIC CONNECTm 10 2a sot
10 ~ F\.AHCE TO BE sa.~T WElDED TO NPPU:.
SIZED TO UNE D.1.P. 45' U(t nBOW co.lNECTED TO n..AHGED
DJ..P. REl)lJC[R f1TnNG.
UIE: szz:m GATE YALW VlllH flANCED alNNEcnoNS.
SEE "'oV\I 1.JHE ISClAnCH YAL.~ NSTAU.A11ON DET~L
rDR WSTAU..ATION ~
IltAfCATlOM .,~ RfFtR 10 PlAN fOR Sl'ZE(s).
NO""
AU. lHREADm RODS. Ml1S
AND WA90S 9W.L El[
SfAlNUSS STm.
ClPOl ANO CUlSE 9..aN.,Y 1HE YAL\D ~a FlUSHiNC.
CJIOl 2- VALVE flRST. lH(N CPDf l.ARCt'Fl VALVE. USE
A WDIlWV 'mE OF 30 5ECCNOS fOR ~ OR aDSIHG
EACH YAL\'E lNlOI PADSl.RL
IRRIGATION MAIN LINE BLOW OFF INSTALLATION DETAIL
H.ToS.
~CJee & A44lJdate4
LO:W,..::=:....':-=~'."...
- --. .....
-(QIO"-"'CUoO_
POP-UP tn'DftANT NOZZLE.
SPRAY OR ROTOR' HEAD
SPRINKlER ItS SPEClRm
NOTES :
SPRINKlLR HEADS SHALL. HE PlACm NO Cl..DSER 1lW( i- FROY THE BACK OF CURB
OR PIX:ED ON THE a:Nt[R\J)l[ OF THE UEDWl.
SPRlNlQ..ER HOOS IN NARROW UEDIAHS (lc.. ot Tum laMS) SHAlL. BE PLACED ON
THE CfNTERUNE OR ON TlE SIJE OF THE UEDI"l,N wmI THE HE'ADS SPRA'nNG TOWARD
THE 1\1RN LANE AND NOT THE TRAVEl.. lANes.
DO NOT OPERATE AT HIGH PRtSSURE UVEl.S. ANJST THE ZONE
CONlROl VAlVE PRESSURE RECUATOR Dw.. DOWN TO JO PSI FOR
SPRAY HrAOS.
12" HIGH POP UP SPRAY HEAD
INSTALLATION DETAIL
N.T.5.
COIllER COUNTY 11/ANSPORIA110N
CORO.v.4DO PKII'Y. & HUN1ERBLID.
GOLDEN GATE BE..nTI'1FlCl.TJO.v. M's'T.U.
lNSTALLA170N DETAILS
..1'.,:., .
.. .......
::- ......:. .:
: .;~- :~_:~..
.' ....
....:"..:...:.. .
. :. -;.. .'
-~ - .
.'. : ..
.ir{"}.
NON-POTABLE WAlII
IDDmF'ICAnoM TAG
Wl!MAl[O YAlYE
IOEKTtPICATlON TAC
"""" GRADE
COKTItCX. WlitES COIlED
18' VIM. LENGTH POl WIlt[.
TAPE 10 INTAKE NI'rLE AND
10 \WK UNto PROVIDE WIlt(
COIINtl:lllRS.
COIIPAClIIlCWH
IIAClCF1U.
YALVE BOX AS SP[antD
u.vn. k FlUSH WITH GRADE
n.a:ntIC SOlDlOlD VAlVE
IS SPEanED
sac SO pye VAlVE CONNECTtHC
1IPPLt. SCH.-aa pyc_TlGIfAD(D
FTmHGS SKAU. lIE T1GHTD1E!l TO
TOJtQl1E RtcOlolWl)IDm IT
UAXUFACTURDt.
WAMUAl CATE VAlVE COtottc:T TO
LS.Y. WITH SCH aD PYC
NIPl'!.L
HOM-W'DYtH Fl.ltR FABatC
ATTACH 10 VN..VE lOX Wl'TH
DOc:T TAPE . PROYIOE 4. OYD:lAP
,- , U STOKE . PROW)[
1- GAP BOWEDC BOTlDY OF
VAlVE AHO lOP Of STONE .
DtJIlCATJON cotmtlCTOl S!W.1. nELD DEl'IRWINE NIPrU: lDmtS.
W.IIUH[ oun.rr TEE. INTIRCOHlCtCTlHO JlPPlLS AND All aTHER lNTERC()M)IECnMO
IlJT1I<<iS SHAll. BE SIZED TO THE VAlVES tHLn OI'ENlfIGS. COOfIOOfATE wmr UTllTIES COKTIlACTOR.
TYPICAL ELECTRIC SOLENOID VALVE ASSEMBLY
stAI.La NOT TO sc:.w:
CURBtHG
MOTES:
AU. I'YC nnlHcs IETW[()~ THE Y.UlnJHE AHD OOCK
COUf'UHG VALVE SHAU.. BE EDUlYAlDfT TO na: QU)CK
COUPUNC VAlVE SIlt.
AT DlSTIHC QUICl( CDUPUHC VAL~ I[YEW fOR
Al)[QUAl[ o'ER4T1ON, 1EPu.a: VALVE F NOT 0P0WItG
'IOPEllY; ROlDVE AHD REPUCE EXtSTING 10"' YALvt
BOX, JlEJ'UC( wnH 12."' RECJANGUlNl tlCx. PANJON(
PURPlE S21C UO COLDL
QUICK COUPLING VALVE INSTALLATION DETAIL
s:.&I.E:: Hen' TO SCAU:
"'" -
ItVUD M%M \.DE LA'IUIT
?1tctju & rt~ COinER COUNTY111ANSPOR:rA170N
~":'::::::"''=t.''~ CORONADOPA1f'T. &- HU..vIERBLJ'D.
_~==:E'':':: ~::::- GOWENGd7E'BE..JtrTIFlCU'JON.M.S.T.U.
INsrALLATJON DETAILS
toTE;
REFDl: TO PLNG FUR IIU8EIUR n.DW WWYE
NG IIlJBBUJt CIUNrlnlB PER T1l[[. AI.1. DUBIlDtS
SKlrU. BE ZONm sa>ARATE FROII ontDt ZONES.
BUe8IDl IS 10 BE IHSfAUED AO.IACENT TO ROOTBAU. PD<<TER..
DC NDTINSTAl1..ElUB8L.ERONTtP OF'ROO1BIrU. NO:TtoTRllNC..
"ToS.
TREE/PALM BUBBLER REFERENCE GUIDE
""'SOl DESCRJP110N BUBBlfR QTY. ESTABUSHMENT now RATE
~~- UAPlL, TABEBUIA SPP. (2) .5 GPM BUBBlER PER TREE.
0
\ .l lNE OAK (2) 1 GPU BUBBlER PER TREE.
. ...)"1
"
0 CRAPE U'/R1lE (2) .5 GPI.l BUBBLER PER TREE..
G JATIiROPHA. (2) .2S GPU BUBBlER PER TREE.
0 SABAL/CABBAGE PALM (2) .s CPM BUBBLER PER PAl..M.
@ PAURons/EVERGlAOES PALU (2) , GPW eueBlER PER PAUl.
...
<$ AlEXANDER PAlN (2) .2S GPI.l BU8BlER PER TREE.
BUBBLER NOZZLE DESIGNATION IS NOT SHOW IN PLAN VIEW SHEETS DUE 10
GRAPHIC ClARITY ISSUES. REFER TO nos GUIDE FOR BUBBLER DESlGNATlON.
lREI OR PAUl TO BE IItRICA.lED
IIIJl.CH AS SJ'fDFlm.
F1.DOO BUBIJUR CDN~
TO F\LXllk.E PVC PPE WITH
~ BAABm F'l'fn,Ia.
............
BUBBLER INSTALLATION DETAIL
--- -...y
---
CORONADO PKWY. 4.- HWvTER BLlT).
GOLDEN G.m;- BEAUTlFIcmo.v. Atl.T.U.
INSTALLA710N DETAILS
11t4ee &,,!44<<iate4
eOIllER eOUNl711/ANSPORTATlON
..;."':':.::.:::...._II.c~u~
T
... J4.1/4- .
-+
:,' TYP.
UOUNnNC HT.
UAoY VIR'( &\SED UPON
SITE CONOlTlONS
"^-~<<'<'S;: %"S(1-...~
~)..(~'~( .~:~-:
%> ,~
~~
".-.:
E)((lDSVRE wmt SOUlt 'Am TIAY
T
10 S/8" ,
~
IHSTAlUnON NOrrsr
IHSTAll I'Dl Wl.HVTACTlJRDlS SPtCU1CAT1ONS
ANlJ. RtOUREIaKTS.
allf11t4CR)R -S1W1. YERlFY LOCAnaN ON SIT[
wmt I.JJrlllSClP[ ARCJQT[CT a CDUNTY lllRIGITlCIN
PltOJECT UANACtR.
:i4.
3/1." COfl:Dl1rr FOR USER CUIL/WlAt5
CONCRETE "BANJO" POLE WOIJN11frfC POST
CONCJl[f[ STAIN POST "wmrw GflEEN COLOR"
3/'" GROUND WIll[ CONlMT
" GROUND ROD-1D OfNS 011 lESS
RESISTEHC[ TEST INST BE PERfORMeD
RD'Dl 10 COKntOllER DETAIl SHEET DETAn. [-I
"EtLtTllCAl. DIC1.QSURt "." FOil: CROlOOllNG DUAIlS
','
. ..
": ~ <- ,~.,;,.~~,,<<::
".- /:: ,.(/.(~Z.;{'
.;. >:/"'"
.,' <:"~~
..' . ??2/)' ,
3/4" COHDl1rr fOIt 1WJ'lm a 0UT1'\1T CABLESJWlRES
RADIO PICCOLO XR CONCRETE POLE MOUNT
o<YU....
NoT"-
?1tdJa & T!~
La.n:.:.::::.......,""'lt_'."'~
--.- .....
CU)-_ '::" (UIO::::"
BACK Of CURB 01 EDGE Of PAVDEHr
SCH 80 PVC FlAHGt. IMCUI!l[ CASm laT.
Il[pCAT AT 10m SIDES.
cuss 200 f'YC WKIT PIPE ~
IARlCA.TIOH IrWH 01 SUIWJN. t'\
l)~
MAINLINE ROADWAY CROSSING
BY DIRECTIONAL BORE
NoT"-
IIACX or QJIl8 01 met: Of 'AYMHl'
....", '::':'::"
cuss 200 PVC BELl END SOlVENT
wnD PIPE lROIJG$t SUIVt.
cuss %DO PYC CASKET PIPE
llUlJCAnoH WJH OR SUII\WK.
IRIlKiATIOH Sl[tv[
5UIVtS SIW.L EXTD4D: a' rRQW lHt EDGE or 'AVDlEHT AT YDICUl.AR USE PAvtD S\Mf'ACE:S wmt KO cun~G
I.' nlOt.! Tlf[ ...0:: or CIJIlI AT VEHICULAR PAYED SURfACES: I.' now SlOEW.wc mer..
IRRIGATION SLEEVE SEALING DETAIL
NoT"-
COLUER COUNTT11/ANSPOR"LI.110N
CORONtlDO Pli..1f'Y. ~ HUNTERBLJ'D.
GOWEN GA1li BEAUT1FlCmON. M.s.T.U.
lNSTALLA110N DETAILS
,.!SJftD ClUl)[ .-IEUM' TCP" I:JI[
.IAlBO YAL~lOlC tImI
PANTON[ PUllPLE S%lC c:llDt lD.
~RD.UYlll..YEAS~
1GTAl.L 101 ~ lO .wc.FACnK1I
_ !P[CIA('AIION5.
~oILNa:Jw.a..YEIIOfiSCRDfOCSlI:lN5AS~
JOIItlO'nlf6:IoWHLKCRCASIC/SLIro'E.
IrCLD'srzmSlOl4tlPYC....u:FIlDWUCUl\IfTl)
VALVE HILT. WE ft:t'ER n.MIC wtM DUCT TAPE.
.... ........ IDCllt.
NCltI-1lOo'DI I1llJ1 "AIIRIC, IJtIOC lD_~
lOt IlnH ooc:r tlPE, PlICYD[.- 0l'DUI"
--=x 5l"'OIlr. 'W,gI .ua u:vn.:
C>>IE At DOC CiOIINDl
DtIIICOATD\l ~ tJrl[ tllP nrTNC .rH ND srzm CIl.InD'
MIOATmH SIPP'ly LM:.
PRDSWlt: RWEF' YN,K IS NR".IUJD N
A SWlM mlOC. .,gALL .. ACCOIlDololfCE
"'~""""""'"'
MAIN LINE AIR PRESSURE RElEIF
VALVE INSTALLATION DETAIL
"ToS.
U-Cjee & r1~
l........aall. Ard'lll.ctur.
--- --
- -.... -
_cuot_____
- -.
FNSMED GRADE .- mow 101' OF BOX
JULmO VAlVE BOX WITH
PANTONE PURPlE SZ1C COI.DR uo.
AIR VACUtN RaEF VAlvt IoS SPEClFlED.
INSTALl. Pol ACCOftDANCE TO UANUf'ACttJRER
""","""noNS.
ESOlAl1ON CoATE VM.vt TO BE USED AS CONNECf1ON
TO AIR VACUUIoI RaIEF VAlVE.
ADD JUIoIBO VAlvt BOXES OR EXTENsIoNs AS- RE01JRED
FOil DEPTH Of WAIN ~E OR ~/SlEIYE.
INl.Er SIZED sot so PiC NIPPLE FItOI.I TEE ounn TO
VALVE INLET. TAPE flLlIR FABRIC WITH DUCT TAPE.
FlW) OETERMINE t..ENGTli.
:t8~~u~1fRAP[.F=otTI~~UAlVE
BRICK SUPPORT. TN.lP ANtI l..EVE1..
ONE AT fACH CORNER.
IRRlGi'ollON SDMCE UNE OIP F'ITl1NC wrrH INlET SIZED
RR1~11ON S\JPPlY l.K.
LNSTAI.1.. N ACCOROANCE
TO WMlFACT\.WIDI Sl"tClflCA.noHS.
MAIN LINE AIR & VACUUM RELEASE VALVE
INSTALLATION DETAil
COLUER COUNTY11UNSPORT....rrON
CORONADO PKWY. cf.. HUN1ER BLI'D.
GOLDEN GA.TE BEAUTIFICATIO.v. U-S.T.U.
"ToS.
INSTALLATION DETAILS
v........ BOX AS SPC:lF'l[D
PIl<NClE DO:lC DCtDt!ilONS IoS
NaIlm F' DaJI' TllD'Ola oa:1JII .
SOl44 Pvt S.T D.l . WPUS fR'OW
aJn..ET 'to CllA'lO.SUIIlP.
sot.60 I'YC S.T ClHIECtIoIC nl'l'HCS
SlE.TDlN:.N\LT5-TYPICAl.
"'-"'I"W. CAY[VAL'oE AS. ~sot BO~
F AT a.osE TO SALT WAltH - 8EAOf. UE sm:
llRI;4tICH R.I'PI..TlK. RDlH
TO fII..AH~ftllIl \k:in -
PA'oO'S lOR ST~TT AT
AU. CCRHDtS - t'IPICAl..
NOH-YIOOYOI f1l.TPt FABltlC . TAPE
TO VAl\,[ BOt W1N DU:T TAPE
PROWlE II. .- D\OUP
QU,\U. SJIIlP WItH 1/r- :J/.- OWl.
2.- &lIol DEPlH . PROWlE .-
GAP~1OI"orClU...e..
AND 8OT'tl:lW or ASSDIa.... C:OIPQNons
VAlWIll'!ll'Q_.
- ~ CAY[ VAl~ .., ,JJ\8) SUE VAlVE 80s .
SUBMAIN BLOW OFF INSTALLATION DETAIL
N.ToS.
Il<V1SlDlS
JUW80 VAlVE BOt AS SPECIFIED.
RRlCAnoN SUPPl'" UHE.
6" , 89 STOHE. PMMDE 2- CAP iE1'tIlUX
ElOTTOW Of" VALVE AND TOP OF STDNE.
NOH-WOVDl nLTE::R FABRtC
ATTACH TO VAL~ BOX 'MTH
DUCT TN'E . PRl)JI)[ .- fND(1N)
MAIN LINE ISOLATION VALVE INSTALLATION DETAIL
NoT.S.
?1tcf7u & rt~ COLUER COUNTY 17IANSPORTAT10N
~-:"'-==..A==~~ CORON.-lDOPJ..1JT. &HUN1ERSHD.
_..=.:::;.:=:.~:=~ GOLDENa-i1EBEA.UTlF1C-iTJO.V,MS.T.U.
INSFALLATION DETAILS
~ ""-
.. >> ~ ~~
,w ~ ~~
PR n. ~ ""-
PR ,.. ~ ""-
" PR ... ~ .....
" PR .. .. ""-
PR sa", ... ~ ""
'''' PR Ht1'E n. .. "'"
'''' PR Ht1'E ~ ~.
PR sat'" .. .....
... PR ID'E '" .. .....
. .. .....
,.. PR ID' . ~~
PR sat'" .. .....
PR Ht1'E '" .. ~~
PR 50<'" ,. . ~.
PR ID' ~ .....
PR sat'" ~ ""-
PR ID'E ~ ~.
PR ID'E U .. ""-
PR sauo U ~ ,
PR ID' ~ .""'.
~ ""-
PR SOl'" ,a . ""-
PR ID' 'a .. ""
PR 50<'" .. ""'~
" '" PR Ht1'E ~ ""-
" '" PR PO ""'.
" PR ." ~ ""-
" ." ~ "'"
,. PR 50<'" ." PO .....
" ". PR ID'E PO ~~
.>> .....
'" no PR ID'E .>> ~ .....
" no PR ID'E ,>> ~ .....
" '" PR 50<'" PO ~~
,... ,.. ... ,w ~
.... ....- ~ ""-
~ ""'~
WAY'
(REFER TO ENGINEERING MEDIAN IMPROVEMENT PLANS FOR CASING INSTALLATIONS. SCHEDULE FOR IRRIGATION INFORMATION PURPOSES ONLY.)
11t4ee & r1~
COlliER COUNlT 11/ANSPORTA110N
CORONADO PKrrY. &- HUh7ERBLJ-V.
GOLDENG.U1i' BE..lUTlFlCATlON.A1.3.T.U.
SLEEVE SCHEDULE
lo."".Cd... IV"c"lt_tu..
----'''-
----. --.....
-,",,"'--._COo-)"__
-..-.---..---
I~RJ~~!!.o~ Cfl~T1!fl_~l~~9:1EI?U.L~: ~O~Q~~[)Qf~R~~Y I ~.. . . ._.t.... ._L -q .. ; --
RECOMMENDED OPERATING SCHEDULE AND WATER USE ESTlMATEIl PlANT ESTABUSHMENT DEMAND ESTlMATEIl ESTABUSHED PlANT DEMAND
V~VE VALV~ sr~~!4 ZO~~_ v~y APPllID !~ - I~~ STAKTnME !I\J!IIJJ....E -~~-~ ~~l9.~S D!-YS !CT~ .1~_Et' STAIIT!Vo'E RUN lIME END~E GAllONS D1\YS TOTAl
._--_._-_._~-.._---._-
No. LOCAnoN No. lYPE GPM IN/HR. lYPE PROGRA HOURS MINUlES HOURS PER RUN PER WEEK GAllONS PROGRAlV HOURS MtNUlES HOURS PER RUN PERWEEX GALLONS
P1-o1 ~edlal'!10 S9"W.af~Mrd~End 9.~Z .S?!tAy 45 0..0 ~/.HP 1 12:00 AM 0:20 U:20 AM OD~ . 2:,700 1 12:00 AM 0:20 12:20 AM ODD 1 900
-~~.. ~_dJ!!!!q S9'W.ofE.Med.[nd oaz ~. ._~- _..lJl~. ._1P_ _.,2-. ~-~ ._-~~ 12.:45 AM .__.~lli -....- ..~ _._~ .__.~-. _.!~AM ..._._P.:!~_~~~~~..__..._~~.__ ._.--.!_.._u_~.2
~.!.. ~~. ~E.MecLEnd _~7t-15 ~. -..!! . -H... _B!.. _...!..~.. U:45 AM -'--~ 1:03 AM ........!~_. ... .~ _.~~! --- ! .~~ ..~:..~.~~~~~ ~~ .'-. 1 ~C!
~.:'!.~. ~~!!.- ~.!:!!~~~.~~ --!?!.~~- -E.~!.. -~~ .._..~~"'--- ._~ ..._.~.._. 1:0' AM _..~~ ~~~~':!!. _25.6 .__...._~ _.....E~~~ ._!..... 1>:45 AM 0:15 1:00AM 630 1 630
~'j?!. ~~'!_? ~~.~~~~~ H!~~>. ~ _!!. _!YA ~ 1!'. -. .~. - .~AM -- 0:25 ~- ...!!-~ .' - -~!~ -~ ~ -. 0:25 1:25. !'~ - - 1!.~ .. ; .1~~
~-~~~. ~-~!!.~ ~'!!:..~~~~~~ -E.!.~ _S!~ -~_. -~ ~,. - ...!. - 1:46 AM 0:20 2:06 AM ---~ ... } .. ~.P - ~- l:ZS AM 0:15 1:40AM 5~D 1 S40
P2~!_ ~.~! !?~~~2.L~_~~_~El.~ _'l~ _._.~~.!.. _!.5 .,-~~ .2t!'_. .....--_!_... .-"._.E..cl!.~ 0:20 2:26 AM _.____.le.~ .' .. ..~ ~...._..~.l!a -- ~- _..!:40~ 0:15 1~5~ ~ 0 0
f4"~_ ~d1an7_. ~~Mtd~End ~~ ...!~!l!-.:L ~_. --"'!!... PS/B' _..L.. _.~ ---~ I Z:46 AM _._.3~9 ....-- ..' .... .,.?~ ._!.... -. !?!.~._... _~..:~...2~~_ ._._~.!L --_.!! ....... .9-
~. ~cRan 2-. !!!'-~~ ....!~~~ _!~ ..E:_. .~~- ....l!... _2._.. 2:46AM 0:25 I 3:11AM __.ill ______2 _._-~~ -..!.--.. 2:10 AM ..~:~. 2:35AM .. ~~. .' .~ ..?~.
..
~:;~ ~L~'? ~.~:"~:.C!!~-!!~d.:'~ ,.~.8~!!~ .~~~'L -.~~.. _.~A,. ._~. ....~._. ._..=..~~ ._...,E.:;~ 3:29AM ...._-~-~~ ...... .. . ...-..~!.~ ....~ ... 2:35AM .0:15 2:50AM 4ZD 0 0
!'l.:.1!. jM!~_! ?:!2'W.~~~c! ~~ ~ _1!... _.~~- ~,-~ -~-- 3:29 AM 0:18 ~ -~! -. . - -~ _2-.. ~--. ~!?~~~ _!:!5~ _~.. ~~_D__.._ ~. ---,.!.'!!!.
~ ~<!J;r;!.~. ~!:.!-~f~~Med:E!! ..:!!+E~ -~ 2!~. 2:!!. . _I!~~ .__ _1__ ~ --.0:20 4:07 AM .--_.?~ --.- ..-' __ .E.~ -:....::::!- 3:05 AM .. -0:15-3:20-AM' SZS 0 0
P!:13 ~~.G. l~!~~~_o!.. E. ~_~"d~_~' '~_f!U, '!UBE!.'-;ER ;~T :,!I!o- _.lJ'.. ~--~ '-.~~~!._~ 0:2.5 4~~'AM ~_O-' . .. . ~750 .. 2 3:20 AM- - D:ZS 3_:4~AM .. ZSO' ..-- l' . ZSO
'. ..
!!:!!..- ~..! ~~_. ~t60. ..!~ _.!!.. ..1!/L. ..J!. _ -2..... 4:32AM ---~~ ~~ ..-2!.~ -._~.._.~ _...~ -~-- ..~ .._.~~~.__.E~ ....._..L._..H~
~~. ~. ~:~...!!.lW. Med. End .~ SPRAY . _~_L _...E:!L ~~. -_.!...... 4:57 AM 0:20 5:17 AM ___.EE --... .~ _._-~~~ -_.!.- 4:10 AM 0:15 4:25 AM 540 0 0
i-.l._-.L.._____._ , , , _J__...~lOTAlS: .~." ~, _: 7935 5745
--.- , ---'..'1-----,. .. .- ..- " ,,_. .
irRRrGATlO.NAPPUCA....,ONDAT~ _T_ _i 1 'T'.'~~_~ J__._____..L ___ L. ..1. L.~_ i I., ~ --__i.
~..ill~~ft~!.~YLOODYSHRUBS.S?~~~as.H!:!!~USPERENlAJL~~~~'EP-~f!..~~!~~!~!~~~~~~.1 .._.._. _. ..... _. ...<__..-._. ._~ ._-.__..__...__.~.__.
~ACREAGEm IRRlGAlE: .Bl+/:!.C:!..(1ARCEINCH OFWA1tR~27,154.29 GALlONS+/:t._~I~MAXlMuMnow: 150 GPM'!!O pSJi .-.--1-... _.._.~_.__._ " .1._.._. .~_. . _.. _ ...._ _._..;__.._._._ ._~_._._..___.._......
:IRRIGA110N SOURCE: 8- WB.L WITH 10 HP PUM" STATlON.IRRJGA110N CONmOL: COLum CQUN1Y MOTOROLA CENTROL MASTER CONTROL SYSTEM ! -: '
li?,~.!?~:~~USHME!i~EOO:yAPPLiCA~~-~~:9o ;:O-i.~.9!!~~~:[;iL.-~r:-.:.-=r-=::::I_==--J:-.:.:=J:.=.:-J... ...t ~
l~~~~-IED~ATERUSE:.~!,~+I-PDtWEEJQ27,B70<!.~_~37WEEKS=1,031.190~~_~.!~-'! __~ ' .. f.._ _ ~:T. i
iES!!'B~~HED.WEEE:Y~UPP.L.EM~A!,1\!!~~N. ~1!' lLZlj~Il(+I:1 !_EIl ~~!P'R~!!D.~7_\V~-"!,,'!!!"I !
~i~i"i~~~~~i:~~;JH;r~~:~~~;:r~~i~~~!t=~:~ ._=::J~~::::::l:.=~.~_;::~.._,:i~:~:::=:_.~~:~:~.:.f::,=:.~:~~::.=:~.E=~:..~~~=::=
l~!!JJicms_~~!_~~_~ONEY~~ABUSHMENT!~I!~~REg~NOADDI1"!9~~L..!!l~!!O~L.E!~!N~l!...~_._. ,.~.1_~. ___1__._...1_ ._. _ .__ ,_.
~~~'!o~~~~!~Q.~SPIUNICl.~I!EADSMAYNEED~c.:!:~_~W~~ORD~~..!.~_O UUUGATK?~.~ATER~~~!....~~~~!'!A_'f!!UALSL~~!~ .. . .,,". ~
?Hetjee &;4~
COLUER COUNIl'T1W{SPOR:1'A110N
CORONADO PKWY. &- Ht,^7ER BLVD.
GOLOENGA1E BEJ.uT1FK".Ar10N.A1S.T.U.
OPERATING SCHEDULE
~":':=::..c.':=~:,~~"~
-----. -_..~
-'"'..-.-....)...-
-------...-..-
!.1!!l-J~!\.!!.9N CONTROll~!! SCH~DU~:_H..!!.NTE!! BLVD. _L......_...
RECOMMENDED OPERATING SCHEDULE AND WAlEK USE
._.__t_.__._.~_._ ...._~ .__.I._.._._!_.n..._
ESTIMATm PlANT E5TABUSIlMENT DEMAND i
. .
...'4" ..__._._._-'-_..._.."""'"-__. _.._....'-,.._....,
ESTIMATED E5TABUSHED PlANT DEMAND
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HOURS MNUlB HOURS PER RUN PER WEEK GAlLONS PROGRAM HOURS ~UlB HOURS PER RUN PER wmc GALLONS
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1:20 A .. ...~:!~ ~~.~ .1~~O w.~ .. ..~~~ ~..~.. 1:00AM 0:25 1:25AM 1250 1 l:ZSO
~8_ 1:58~ . _ _.!E.!J _. _ ~. _~~O..., s.. ... 1:25AM 0:15 1:40AM 75~ 1 7S0
0:25 ~~ ~ 1675 3 5,225 2 1:40 AM 0:15 1:55 AM 1~05 1 1005
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~~~!-~~_._!.4.fl_.~_~._.2~~.__'!. 2:35AM 0:152:50AM 180 0 0
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PU.16 Medtan 9 71' W. of E. Med. End 42-t65 SPRAY 51 0.8' HP Ii
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GOLDEN G.mi BE.lrrI/FJC:mON.M1J.T.lT.
OPERATING SCHEDULE
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GOLDEN GATE BEAUTIFICATION M.S.T.U.
CORONADO PARKWAY & HUNTER BOULEVARD
LANDSCAPE & IRRIGATION PLANS
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COMPONENTS OF CONTRACT PLANS SET
MED~NIMPROVEMENTPLANS
LANDSCAPE & IRRIGATION PLANS
ADlETMn)M)DAJi'II'!NUOMnlE
IlU SHUTOF IACN COIIf'OlDtT
INDEX OF LANDSCAPE & IRRIGATION PLANS
U>4 I<DSIar
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Collier COIJnty proJlct. 4500107120
PrvIed Prwpllnltion Dat.: Jun.2Gl0
Coronado ParkwaY
Design SpeedlPolt.d Speed: 35 Mph
Hunltr Boulllvanl
Design Sp..dlPost.d Speed: 25 Mph
Pr.pand for: Coli. County
Board or County Conunlsslonen
3301 E. Tamlaml Tran
Naples, Florida 34112
239-774-8097
CoordlnaUng
County Agency:
Do.....
Consultant:
Trame OperaUons and
AII.maUve TransponaUon Mod.. Department
Darryl Rlchard, RLA,
Project Manager
21S5 South Hors..hoe DrIv.
Nap5es, Fk>rfda 34104
239-252-5775
MeGt. & Associates
L8nds~ Architecture
5079 Tamlaml Tr.lU East
Naples, Florida 34113
239-417-G707
e-mail mcg.usloc@ aolcom
END PROJECT
HUNTER BIYD
I
IfSlMlnI
18101432-4110
VtWYt.ca!$1JnmI"eJ::om
GENEIlALI'AOJECfIfOTn,
TICRPL..U.-KAVEIIUI\II'RUNtEDIIt
ACCORlWfCE WIT" oUCD Ml! GOYDlNm In'
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A1TVmOM IS DCltEcnD TO nt!: FACT TMAT
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PROJECT MANAGER I Dnrryl Rlcho.rd. RLA, MSTU Project Mnnnger
UTl..rrvCONTACTREI'I!RBfCl!S'
FbI'lWlP_t&tJ;N.CompaorJ
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Paim Coat, Fbnl:b 321"
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PlANS PREPARED BY:
1Itc(jee &-444<<late4
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to UJ 2) tDFlJIII/ttsHAlJ.. ua::M NiD I
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THE FIRSt EJtUI:IC SU/fF~ /rZRS OF tHE f'u.xr IDlr &W. SHALL BE loT
FIIISIED QfNE NlD V5aE ta'E:t:It THE wwt AT FIIAt I1B!iERiI.A1D1t.
':ff'o1JAl.~~~~~.:;::r~A::S~~"1oI'~
alUIl'TS NID ~ &u%D UI'OIf a1If17lACTED IJIItr f'Ifa5, WU;SS aD AS A
lJMI' sa. _ /mI_ .
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11. THE ~ >>tAU. fWNlCE M"NJOtrAf 7D t:tIITItN:r lDaMElfTS IfDI/IREJIE1Ir'$
THt: t.NttJ!iCI#'C A/DtrrB:r rlfDt ;J r:tJf'1E:s Of' '.u-BIfLT/ IIRDICl D/fMfII(;$' 7D I
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"U.Dlfr,AolG~.
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THAT EXIST Ar.l1tC TME_OF tz1IISJ1UCr_.
.. All AnDIIJJI: II/fICATDIt .snTDI1'I'lND/IC IXJ f'UCDIT tDIE1UI;C CF I'tAIfrIJlf;
~ nN' NfDS. AS tJJ.JEIJ FfJ/f . THE I'INtS SHALL BE "STALLED.
IMIJArlOll srstCJI 7D ~ MrAlJArOl OF All NmMU.rl: IW/I SHIT-fJFF
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a szn>>c ~ SfnIM OF MC4TD11 f'n ~ IJDifl THE ADfrS-fJF-4#
SHAIJ.. 8! KUaD " tHE MJfJA.TKJI/ f''''. wsrJJlATDt CClST.
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14.M1. IGEE' . ASSI:1:I.A1ES IS I/f1T Rf:SI'QfSa(E ~ THE JIENtS MD IIDKJt6 OF
MSTlJJArltJll ~ ClJilSr1U:T11I r me mmw:TCR QIt~
r;RAJJE~ AXD 5:rlJltJARf)S
L AU.. Ifl.Y f'UIIT IIATENAlS SHALL ClIIff"lIV 7D TIE STAJiDNfDS RJR FUJIf8)A. .. I Gl'W:If"
(It I1CT7Df .u arlJll.J$llU III THe STAl'!: fJF FU1IfD. tJO>NmiER OF A:AOI.an.~
NtIJ ~ SDNas "l:oWll$ NID ST.uAWlS Rft IIUtfSDfJ" ~ LATEST
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tJOlSE/Y FWATED K:t:lJIfDIM:
.J. au::ssNar IfDIRlIaWlJ .u ICla7ZD III THe gu,oa NG STNIDAIfDS SHALL ALSO 1ICN1
IG CKUC ~ CR:I(,IIII KJt1rS SHAH BE /'tfE5Dfr . THE .l'm'l'&W. WHCrH8I f'lNfB
ME CDrTAI'lQI ~ QIII FEW QOmI WfU DflNDIfQ TQ THE f'ROJft:T $trC..
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N:rD'TNICt: .. THE aurrr.
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COlliER COUN1Y71UNSPORT.l.TlON
CORONADO PKII'1. &- HUNIER BLJ'D.
GOLDENG.4TEBEAUTIFIClIlON. M~T.U.
GENERAL INSTALLATION NOTES
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PlANT 2 STAGGERED ROWS
_AWIlG..llJmLlANE.....-- '+'
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E LEGEND
DESCRIPTION
srI/SOL
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f'RDPOSED FLrNERllIG/
AtCEJIT TREES
OESeR/W/DII
Pfl:JPOSED IIXTElfIALS 5CHClXILE STII.
IWJI'OSED "LAn' QUAKrITr AND/OR
HEI'IIT
------ II: - HORlZOKrN. CI.LJJfNtCE SErlJACK
- - - - - - - - LlII" OF CLEA/t SIG"" LIIIE FOR SISItS
- - - LlI/IT OF CLEAR $/'Hr LINE
000 10"/ffi'//.%I "''''''''ED 5HRUB NfMJR
(:f a 0 0 r;/fDU/iD corm IJEDS. PATTDWS '(NIlES
~ All:H"Ea'URAL "AVERS
~ fEZ. sa EJtS. PLNlS)
T1f' .
6'. A IIllilMJIl 7llO IDE WLCH lJAJID SHALL Al.ns BE ItAlltTAlIIED BErWEEIf THE OUTSIDE EDGE OF THE
FDtlAriE OF THE FIRSr RO'II OF n.Mrs AltD THE 8At:K OF THE CURBIIHl.
7. THE UJlOSCAPE NfCH"ErT NlD/fJ/f I'1GJEJ:T IlAIfAllDt SltALL An'1ft1VE THE t>l.AlrrlllC urours "/fla/f TO
,.u.xr,Itf1.
PROPOSED PAL1lS
~."::::::....~~u~ CORON.-lOOPA1JT. & HL"Nl'ERBLJ-D.
_..:::E.:::.:.~7=_ GOWENG.47X BEA.LT1FICATJON,ltI,S.T.U.
CORONADO PKY LANDSCAPE PLAN
11k~ & d44<<i4te4
COWER COUNTr 11/ANSPORTA110N
30
vi
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18 ~. 4+00.00 I : 5+00.00
H I-'..L- OH H Un -r- U~HH - OH -=- ~
''(l:___m~~!__===~V -==- BiT ~BjL___ _ ___m__:~_-==_~T >-l
".-:::::::::::::::::l_______________s:::::::: : ::~:;:::.:;.:~-- Q
CORONADO PARKWAY Median /2 _ _ - . ~ _ t"" V)
----::::; ---=---- - :i- -t Z ~ IS
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III1/1JNII OF THREE FEET
THREE FEET SHALl BE.
AC 1#It1 CF THE I'u.xrs.
THe TIfJJIIIC. 110 SJRJBS OR
S. VE THE FIRST /DfI OF PUJfTS OFF THE SACIC OF
THe CUM/It(; LAID WT 1D TIC CURSIIIG OFFSET" OlSTAllCC 13' II'".J AltO To THE SI'EtIFIED 011 curElf
Sf'N:11iG A1JJ8 rIfE MEDIAN. THe REJ/AlIIIIG INrERIOR 1'LAJ/T RI1WS SHALL THEN BE. S"~ED ro BEST
A&COWIJDATE THE o:rour OF THe f'LA/fTS. THE ''''ERIOII f'LAJfT IDWS SHUt IJE LAID our III A
TRINtGULAIt rrpc SI'AJ;IItC/'NTElfI.
~. A II/",M/II 7110 FOOT WIDE IlULCIt IlAJID SHUt ALWAYS BE MA"trA'"ED 1JUYfE0I THE OUTSIDE EDGE OF THE
FOLlNJE OF THE FllfST "", OF ,u.xrs AIID TIE SACK. OF THE CIIIIS/ItG. .
1. THE UJtlJSt;APE AlCHITECr NlDIrJIt I'/lDJu:r IIAJ1ACElt SHALL AJWfDVE THE "LAIiT/lte urQllTS /'RIOII TO
PLNfrlltf1.
DSCA
sr/lBOL
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PROPOSCD PAUlS
IWJI'OSED MATERIALS Sl:HEDULE SYII.
f''''POSED f'LNtT QUANT rrr JJtD/DR
HEIGHT
- - - - - - II:: - HORlZOKTAL CLENWI'CC SErBN:K
-------- LlIIIT OF CLEAR SI'HT L"tE FOR 5"115
- - - LlII" OF CLEAR SICHr L"'E
000 Wh0"/#A 'WJPOSE/J SII1IJS NtDIOR
~000 'ROUIID COVER BEDS. ,.ATTENlS VARICS
~ NlCHrrcrruRAL 'AVERS
~ fEZ. SEE ElIG. ,UJlS,
G
DESCRIPTION
ST/IBOL
DESCRIPTION
PROPOSED CANOPT TREES
~
'ROPOSED FLot1UfIItG/
ACCEXr TREES
?&tja &A~
COWER COUN1T TR.4NSPORTA110N
CORON.4DO PKnT. &- HL"NIERBl.JV.
GOWEN (Un; BEA~TlF1C'A170N, U-S.T.U.
..;.a:':="'~~U~
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CORONADO PKY LANDSCAPE PLAN
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LANDSCAPE INSTALLATION NOTES
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DESCRIPrIOM
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DESCRII'rIOJl
PPlJI'OSfD IIATERIAlS S'C~LE STII.
flPlJf'OSED I'UJ/T QUAXr nr ANDI'DII
HE,,,"
------ He -IDRIZ1JIITAL CI..EA1WlCC SET'BA&K
.. - - - - - -.. LIIIIT OF CLEAR SIf;Hr LlltE FOR SIGIIS
- - - LIMIT OF CLEAR striHr LIIIE
000 W/###A PRO"".ED 'HRJO AIIDIOR
OaOO fiRIJ4JIID COVER BEDS. PATrENIS VARIES
~ NCHITEJ:TURAl PAVERS
~ rEX. sa as. I'UJlSI
I'MJPOSED CAltOPf TREES
~
lilt: THE SAlE' D/srAIICE
SHALL HAVE A " FOOT j/
BE 'L~UJ ""HIII THIS
S. ALL SHNIlS AND 5RJlJ1ID carUlS ru.xr /1If: C HE FIRST /IN OF I'UJlTS OFF THE BArIC OF
J1E CUMin LAID our 7D TIE C1JR811tt: DFFSEr DIsrAJICE UO 1I111.J AIID TO THE SI'ECIFIED 011 CDrrER
$l'ACIIIS ALO" . TIE ItEJIAlIIINr; lIfTClfIrJR,.u.xr If{Nf$ SHALL THCJt BE Sl"ACED TD BEST
N:CfJIIJIODATE TIfC 1't.AXrS. THE 'IffElfIOR I'l.AJ(T IDW$ SHALL lIE LAID OIlT '" A
rlllNtGULA/f 1Y 'ATTENI.
5. A ""IIM/It 7'10 INLCH &ulD SHALL ALtlArS BE MAINTAINED BErWEEIt T~ OUTSIDE ED::E OF THE
RJlIMJE OF TIE FI or nAXT'S AltO TIE tw:1C OF T11E CUNJIIIG.
T. THE UJlDSCN'E IJCH AIOIOIt t"/fJJEr:r IIAJ1ACElt S1lA1..L JJ>f'ItOVE THE f'LANrlllG LAYOUT'S PIfIOR TO
~/"".
f'ROPOSED FL(1tfERIMa,
At:CDfT TREES
?&tjee & rt~
COLUEl1. COUNTI11WlSPORTA110N
l..ondae_. ......enlt.et....
------
CORO^~IDO PKR'T. &- HLWTERBLI-D.
GOIDENGA.1E BEAl.71F1CATlON, A/.s.T.U.
CORONADO Pia L4NDSCAPE PLAN
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LANDSCAPE INSTALLATION NOTES
10 FlWfCI&E NlD 1f()Ii-FlWIfI&E TIlEES ME /IEOUllIED TO MEET" TIE 11111 1M/II. IS FOOT HOff/ZOltrAl. CtLARAJlCE
'" TIE IIED/NtS Off AS nJUllrrBJ IIf CUMEJIT STIJ/DAIIDS.
Z. NO LA/ffE rrn: TItUS DR ,., lolLED 'IIfTHIH :J I'DVI'
IiAfN LI~E. IF LNeE TNZS
IT SH4U. lIE. DlCASED "'TH'"
3. THE FlIfST 1fOIt OF,.
OFF THE
ANDSC P
SYMmL DESCRIPTION
()
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{:.1 @ ~ 'f4}pOSED PALMS
D
DESCR'I'I"OIt
t'/mPOSBJ IlATERIIJ.S SCHEDULE stll.
I'MJf'OSED I'UJtT' QUAKI'IT'( AND/OR
HEIGHT"
- - - - - - He - HORlmllTAL CLENWtCE SET8J&<<
. - - - - - -.. L1I/IT OF CLEAR S"Ifr t'ItE FOR SIC"S
- - - LlII" OF Cl.EAJt SIGHr LIIiE
000 Wr/#/M 'f4}I'OSED SH/lJ6 N/M'R
(:f000 r;RlJUND r:oVERBEDS. PArTE/lItS VAlUES
~ ARCHrrECTURAt "AVERS
~ lEX. SEE EXG. nAllS,
SYIIf1DL
A)
I'I'J)POSED CANOPf TREES
PROPOSED FLOWFIWIGI
N:CEKT TREES
..
HAVE THE FIRST RmI OF I'LAKTS OFF THE BACK OF
D/gAIICE U' 1I11f.J AltO TO THE SPD:IFIED elll CCJtrER.
REJlAI",1It; I",EII/OR 1'LAJ/1' R/1ItS SltALL THDI BE Sl"N:ED TO BESr
rUJlrs. THE /IfTDtIOR Pt.AItr 1DIIS SHAll BC LAID our III A
'f'ATTENI.
6. A 1I1111MJII 7'110 WlCH BAJlD SHAlL ALWAYS BE IIA1ltrAlIIED aETWEEJI THE. OUTSIDE EDCE OF THE
fDLlAlJE OF THE FIIfST fIIt/II OF 1'l..AJtrS AltO TIE fJA.U OF THE CURB lilt:.
T. THE UJ/llSCAPE AlfCHITE.r:T NlOAJIf PRQJErr IINIACEIt SHALL ANItWE. THE "LAKTI/IG LATOUTS PRIOR TO
PLNffIIlt:.
1Ite.tpe & T!44<<iate4
COUJER COUNTY1RANSPORTAI10N
CORO^~o/DO PKWT. ol, HL"Nl'ERBLID.
GOWEN GAn; BEALTIF/CATlON, A/:l.T.u.
CORONADO PKY LANDSCAPE PLAN
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LANDSCAP LEGEND
srJ/BOL OESeR/FrIOIl
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5.
D 1lON-FRAJ/flBlC TREES ME RON/RED TO I/fET THE III. 1M/II &: Foar /DR/ZOIfTAl CtEAlWiCE
AIlS OR AS I'CNIITTED .. CUR/tEIT' srAJItJAMJS.
SHAU BE 1I/!;rALlED ""HIII 3 FOOT OF A 2.. IlIeH DEPT'H IR!lI5ATlOIt
I'AlJIS ARE TO BE fJ' "",.3 no. OR 011 7TU> OF THe MAIII LIHE
SCH 40 I'VC A .. FOOT DEPTH.
THE :ALL BE OFFSET' A 1I1111MJII OF THREE FEEl'
I't.A1f1' lilt: t:REATER THJJI THREE FEET SHALL lIE
'N/C D ER SPECITlED SPJl:11If: OF THE I'UJlTs.
HAvE. A .. FOOT """WI/RADIUS OF WLCH ARDtJIID THE. 111III". liD SHRUBS OR
EO W"",II THIS WtCH NfEA.
I'LAXrIIlC NtEAS SHALL HAVE THE FIRSr W1If OF nAJI1'S OFF THE BACK OF
CURB/It(; OFFSET D/STAliCE U' 11/".' AIID TO THE gEe/FlED 011 CENTER
THE REJlAIIWH; IIffERIOR I'tAXT mrs SHALL fila BE SP~ED TO BEST
THE nAXr$. THE. IIffElf/OR I'u.xr RDrS SHALL BE LAID our III A
TTE1UI.
eN BAIID SHALL AL"ATS BE IlA.llfT'AlltED BEnla" THE O,"SI<< EaiC OF THE
PLA/lrS NlD THE BAJ:K OF TIE CURB/IIG.
AlCH"ErT J.JiDAJR I'I'tJJErT IIMlAriER SHAll N'1'1CJVE THE I'u.xrIMt: UTOUTS I'RIOR TO
..,.", ..t"(h
~J @ * fRJPOSED PAUlS
~RIFTIOIt
I'RJPOSED IIATDfIALS SCHEDULE Sfll.
AAOPOSED I'UJfT QUAKTIJT IJID/OR
~/r;Kf
- - - - - - He - HJRIZOlfTAl. CLEAJWttCE SUBN:K
.. - - - - - - - LIII" OF Cl.EAR SI5Hr LINE FrJR SIGNS
- - - LIMIT of ClEAR SIGHT" LINE
000 W#///#A PROP05ED 511Ne AJtDIO~
.0 0 0 0 GWJUIIO COVElt lJEDS. 'ATTERIIS yAltIES
~. AlCHrrEr:T'URAL 'AVCJlS
~ fa. SEE CJIf1. ,LNlSJ
~
PROPOSE!J CAHon TREES
'ROPOSED FLflWERlllf;/
AlXEKr TREES
?If<-t;ee &;'!d40d4te4
COUJER COUNTY 71lANSPORTATION
CORON.IDO PKIfT. &- HLWTERBLr-D.
GOWENGA:7E BEA.L77F1CATlON, AlSoT.u.
CORONADO PKY LANDSCAPE PLAN
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,. F1WiGIBtE A/fD 1I0N-nunI8LE TMES ME IlEQIIIRLD TO IIUT THE 1I11111N1I' RJOT HJIUZOIfTAl CLEAlWiCE
,M THE ~DIAJ(S 011 AS I'E.R1IITTEIJ 1IY CURItDfT srNltJARDS.
1!. 110 LMGE TTI'C TRELS DIt PAlMS SHALt BE. IIIST" W"HIII ;J FOOT OF A 1!f IItCH DEPTH 1R/tIt:ATtOll
1IA111 LlltE. IF u.R:CTItZES DR 1'. ITHIN 3 Fr. OR 011 TO" OF THE IIAlIt LINE
IT SHAU lIE EJlCASEIJ W/TH/" A ~H A -f RX1r DCFrH.
OF I'LNtTS Al.DI$ To BE DFFSEr A II/MIIlUII OF THREE FeET
CURB'~. GREATeR TIWI THREE FCEr SHALt. BE
lliC THe 5NIE SI'U;IFlm SI'N:INt: OF THE f'LAKrS.
SHALL HAVE A U:N ARJUltO THE TIIII/X. NrJ SHlfJBS OR
BE ..ut:ED . INteH AREA.
5. ALL SHIfJIIS NtD C/GUID CO'fERS 1"t.AIT/~ AREAS SHALL HAVE THE FIRSr fDI OF I'LNfT'S OFF THE BACK OF
THE CQlflllltfO LAID our TO THE CURB/II(; OFFSET' OlsrlJlCE U' li'II.1 AIIO TO THE SPECIFIED "11 CEXTEIt
S/'A&IIIV ALOfffi THE ffEJlAlIII"'; lIfTER lOR ,LANT IWS SHALL TI€JI BE SPACED TO BESr
N:COlD/OfJATE THE Pt.NtrS. THE "trE/UOR I"UJfr R1rtS SHALL BE UID OllT 111 A
TRINlCUUJt TTI'C
1'. A IIUIIIN" TIIO roo
FOLINiC OF THE FI
T. THE UJtDSCIJI'E JJCH IT,
I'LNfTIIIG.
f'R01'OSEIJ CANOPf TREES
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LANDSCAPE INSTALLATION NOTES
aMO SHALL ALWAYS IJE 1tA/IfTAIIiED BErWEEIt TIE OUTSIDE ElX1E OF THE
S AliD TIE BACK OF THE CU/UlIItG.
I'1fDJEr:r IIA11.t.r;E/f. SHALl AI'I'/KNE THE I'l..AJfT lilt; UJ'ovrs I'RIOI! TO
A N A
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DESCRIf'T"IOII
STlII10L
PROPOSED FLrlWCRlliG1
ACCENT TREES
DEsr:RIf'T"IOIt
,.RDPOSED I/XrER/AlS SCHEDJLE SYM.
""'I'OSED ,.LAJtr QUAIfT fTT NiOIOR
HE"HT
------ He - HORIZOKr~ CLEARMCE SeTBACK
-------- LlllfT OF CLEAR s/r;HT LINE FaR SIt;ItS
- - - LlIIIT OF CLEAR S"Hr LlltE
000 /'fiOPOSED SHIllS NtD"'"
~o00 T00",ij''@ ._ND COVER BEDS. PATTEllJ/S VAIIIES
~ N1CHfTErTURAL 'AVERS
~ lEX. SEE EMf:. ,UJlS,
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PROf'OSED PAUlS
..;."':'l==-~'.U~ CORON.iDDPKR'T. &H[.7{TERBLrv.
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CORONADO PKY LANDSCAPE PLAN
IlEVUD<S
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COUJER COUNT/11/.4NSPORTAll0N
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Median 9 CORONAoo PARICNAY _ _ - -M;d,on 8
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of. ALL TReES NlD ,.,
~ff(JIJlfD CrNeRS
5. All SHJIIJBS NO G Ilia AREAS SHALL HAVE THE FIRSr IDII QF ,.UJfTS OFF THE BAt" fJF
T?IE CUM'~ LAID our TO THe C:UJtS/ltfl OFT$ET DISTANCE u' IIIII.) IJiD TO THE SPB:IFlED 011 CDlTER
S"J&I~ AtOll. TIE liED/Alt. THE ItEJIAlJlII'C ',"0I10R PUJI( Rt1ftS SHALL THEJI BE SPACED TO 8ESr
ACCDWOlJATC THE LATour OF TN( pu.xrs. THE "ITER/aft f'l.AJfT fGWS SJW.L BE l.AlD OIlT III A
TlflNICULNf TYn. Sl'N:''';'PA1TEJIIIt.
5. A 1I1111MJII1lIV FOOT WIDE INLCH 8AJID SHALL ALWAYS BE MAl/trAINED IJErWEOI THE OUTSIDE. EDGC OF TIE
FDL/AI1E OF THE FIIfST IfDII OF PLANTS AIID TIE 8AU OF THE CURBINf1.
1. TJtE I.AJflJSt;AI>E. AlCH"CCr NlolOfC PlIO/Err lUJIAGEIf SHALL A1WttIVC THE 'UJiTIIIfi LAYOUTS PRIOR. TO
PLAlfrIIlf:.
srll1!OL
DE:SCR'''',OII
~ FOor OF A !<f 'IICH DEPTH IMIf1ATIOII
'THIN,] FT. OR 0/1 rap OF THE IIA1N L 'ME
A .f FOUT DUrN.
FF:iET A 1111111/1I11 OF THREE FEET
Elf THAll THREE FEET SIW..L BE
IFIED S'~/~ OF THE PtANTS.
ARJUIiD THE TR.UIIIC. IItJ SH1fJBS OR
DSCAP G
srMBOL OESeRIPrlON
0'-
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P/fDPOSED CNIOf't TREES
~
PROPOSED Fl.flWERlltr;/
N:CENT TREES
PRJPOSED MATERIALS Sl:HEaJLE Srll.
pWJf'OSEJJ "LNfT QUAIfT fTT MDJOR
HEIGHr
- - - - - - It: - MJRIZOKTAJ. CLEARANcE SUBACIC
-------- LlIIIT OF CLEAR SIGHT' LitlE FOR SII'S
- - - Lllln- OF CLEAR SICHI' LUtE
000 PROPOSED SIftIB Nt""'"
~o00 Wff/..@'"/,j 'ROUND COVOl BEDS. PATrEIINs VAlIIES
~ NlCHrrE&TulW. "AVERS
~ IEZ. SEE EllS. 'LUS}
...~ ,.t'(b
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~==:"'~'.."'::'"
COUJER COUNTY 11/A.NSPORTA.110N
CORONADO PKJI'T. & H~"NTEIlBLID.
GOWENGATEBEAL71F1CATJON, Af.s..T.U.
CORONADO PKY LANDSCAPE PLAN
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5. THE FIRST ROW OF PLANTS OFF THE BACK OF
rHC CQU/~ LAID our TO THe CURIJIIIC DFFScr DISTANCE 13' 11/11./ AIID TO THE SPECIFIED 011 CDfTCA
Sl'J&/JIf ALOM THE lIED/Alt. THe ffEJlAIIIlI'(; 'lfTER/OR PUJfT RDNS SHALL 7HLJ1 BE Sl"ACED TO BESr
ACCOIIJIODATE THE tArM' OF THE PLAJ/TS. THE "ITER lOR "LAIIT RtMS SHALL BE LAID OUT III A
TlU,ulGlJLAIt TYI'E SI'J&"C/PATTE/IJI.
1'. A ","/INIl TItO FOOT "'DE IIII.t:H IUJID SHALL Al.WAYS BE IIAlIITA/NED IJaWEDI T~ OUTSIDE EDfiC OF THE
l'OUM;C OF TIE FIMr /ft1It OF I'u.xrS AJI() TIE BJ&K. OF THE ClIMING.
1. THE LAJiDSCAI'f IJI:H"lrr NlD/O/t I'ROJEJ:r IIA1fAtiot SHA.LL A/'PMNE THE PLAHTI" urours PRIOR TO
I'tNfT"'fI.
PROPOSED FLUWERI/ttU
ACCENT" TREES
f'ROfIOSED JlATfRlAJ.S Sl:HEDlJLE srll.
I'/GI'OSED I'UJtT QUANrfTY MDJOR
HEIGHT
- - - - - - ~ - IIJRIZOKT'AL CLENWlCE SCTBJ&K
.. - - - - - -.. LlII" OF CLEAR SIGHr LUtE FOR SieMS
- - - Lilt" OF CLEAR SIGHT" LUIE
000 WffffffM ",,,'OS,, SlRJB AliOIOR
~o00 GR/JUItD COVER MDS. I'ATTEIfJIS "Nt/ES
~. AlCHrrEI:TURAL ,.AVERS
~ lEX. SEE EJIC. I'UJ/SJ
s.
PROPOSED PAUlS
~.n:=",~t.u~ CORONADOPXW1". &-HL'NI'ERBLJD.
_.:===':=':'~=~ GOWENG.41EBEA.L71FlCATlO^~Al.s.T.U.
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~~~~~~~~~::::::::L__________~:::::::::::::::::::::::::~__________~:::::::::::::::::::::::::::~__________~~~~~~~~~~-~_~~~~~~~~~~
CORONADO PAR/C#AY
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o.f1tJJIfil8LE TREES AM Mall/RED TO lIEU THE MIIIIMlII , FOOT HORIZONrAL CLEAIWICE
PEIUIITTED II( CUMEJfT STANDARDS.
OR PAUlS SHALL W"H" .J FOOT OF A t<f IIiCH DEPTH IfIR/GAT 1011
TIfCf3 OR PAUlS "HIli .J FT. OR ~ 11)1' OF THE IIAlII LINe
"'THill A SCH A of Foar DEPTH.
S A~1ia THE BE OFFSCr A "''''MIll OF THREE FEET
CUMINS. ,. GREATER THA/f THREE FEEr sHALL BE
OF7'SU FWJII THE CflIUIIIIC THE 5 SPECIFIED SPA/:IIIG OF THE I'LAJlTS.
-t. ALL TRas AltO I'ALIlS SHALL HAV LeN IRJUltO THE TRUNK. Iff) SH1lJ8S OR
;ffOIJltD CtNERS SHALL BE I'I.RED
5. ALL SHJIJBS AJtD C/CUlla COVERS FIRSr R:JIII OF PLANTS OFF THE BACK OF
nIE CQMIIIfi LAID OUT TO THE ctlRBIIIC OFFScr OlSTIJfr:E t.J' 1I11l.J JJfD TO THE SI'~/FlED 011 CE/frER
RDlAIIIIIKJ IItTEIIIOR I'l.AJff IlaIt$ SHALL THCJJ BE S,.N:EJJ TO eESr
N:COI4IODATE nAJfTs. THE IKrOUDIt,.u.xr ICIWS SHALL BE lAID DlIT III A
TItINiGUU/i .
5. A 1I1111MJII TIlO BAJID SHALL ALWAYS BE I/AllfTAlIIED tJOrfEEJI THE ourSlDE EDGE DF THE.
FfJLlAfiE OF THE FIMT" Rf1Pf OF' :s IJIO THE BACK OF THE CUItSllla.
7. THE UJir1SI:UE AJeHITErr AlttuOlt ,./lDJEr:r I/AJiAliElt SHALL U,./tDVE THE I't..AIfflllt; LAJ'ovrs ,.ItIOR 70
"LAJfTIIIC.
?1tctjee & A~
I'RDI'OSDJ JlATEJUALS SCHEDULE Sf".
fWJl"OSED PUJIT QUNtTITr NlDIOR
HE"HT
- - - - - - It: - IIJlf/zrJlfTAL ~l.EAIWtCE SETBN:1C
..------- Lll/fT OF ~LEAR S"Hr 1.IlIE FOR SieMS
- - - tll/fT OF Cl.ENf SU;HT tilE
000 W"-0"#A PROPOSED SH1IJS MDIDI<
~ a 0 0 GROUIlD COVDf BE:DS. I'A1TEN(S VAIIIES
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DESCRIPrION
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~
I'IDPOSED FLf1llE1W<<U
N:CEXr TREES
I'ROI'OSDJ I'AUlS
COWER COUNTY IRANSPORTA110N
CORONADO PJ:J1'}: &- HL"NlERBLrD.
GOWEN GAr;;: BEALTIFICAT/ON, u.s.T.u.
CORONADO PKY LANDSCAPE PLAN
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ANDSC P LEGEND
SYIIBOL DESCRIPrION
()
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~1 @ <$ P~POSED PAUlS
I"IfJPOSED MATERIALS SCHEDULE $111.
'RDl'OSfD I'LAJIT QUANT' ITT NlDIDIt
HEIr;HT
- - ---- w: - HORIZOKTAL CLEAlWtCE SETBACK
.------- LlII" OF CLEM SIGHT LlltE FOR SlliJtS
- - - LIMIT OF CLEAR SIGHT !'"E
000 fflDf'OSED SH1lJB JJlDIDR
~o00 W"//~ GROUND COYB! BEDS. PATTDIIIS YAIf,,,
~ AR1:HrTEalIRAL PAVERS
~ fEX. SEE EltC. PUJlSJ
PROPOSED CAJ(()Pr TREES
..
50
twJPOSED FLrwtERING'
A.CCEJiT TREES
?Hd;u & A~
COWER corlN1717tANSPOR:rA.110N
CORON.<<XJPKWT. &HL"NTERBLrD.
GOUJENGATE BEA~71F/CA770N, M's.T.U.
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CORONADO PKY LANDSCAPE PLAN
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m,;'~i-:n--5------------~m---------;;;;-f;;n;-PARKWAY MedTon 4 -------
PlANT 2 STAGGERED ROWS
ALONG lURN lJIN~
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LANOSCAPE INSTALLATION NOTES
I. F1tAICllJLC MD 1I01t./MHllJlC TREES ME I'tED.UIRED TO JlEU THE lilli/Mill f fTK1r tGlt/Z011rAL Cl..ENWICE
,,, THE lIED/US OR AS I'ElfJ/ITTED lIT r:UR/fEJIfT STNltJAIIDS.
Z. 110 lAME rt,-c T/fEES Olt I'AUIS SIW. ""HIli ~ RXJT OF A Z4 11Ie" OCI'TH IRRIGATIOII
MAl. U_C. IF l.NGE TItLES 0It PAL ~ .'Tltlll :J FT. 0" Oil TOf' OF THE 1IA1" UNe
IT SHALL BE. EJlCASED "'THIII A 5tH A of FDar OC/'rH.
3. THE FIItST IflW OF ,. T SHALL 6E OFFSET A IIII/IIIUM OF THREE FEET
OFT THe IJA&JC OF THf" ,.. GREATER THAIf THREE FEEr SHALL 8C
DFnET FIGII THe 01 Sl'EJ:IF1ED 51'/&1116 OF THE PLN/TS.
<t. ALL TIICES AltO I'ALJ/S LCH ARJ/JIIO THE T"'IIK. 110 SHRl/8S OR
~IfDfJI1D CtNlRS SNALL .
S. III(; AMAS SHALL HAVE THE FIRSr Ir:JW OF pu.xrs OFF THE BA&/C OF
nt( CUM/It(; LAID our TO THE CURBII<<: on:scr D/STAllCE /3' 1111',1 AIID TO THE SPECIFIED 011 CClffEA
SI'~I. ALDJItJ THE lIED/Nt. THE IfEJIAIItI~ IIfTE/IIOR 'LAKr ROr.i SHALL THEIl BE SPJ&ED TO BEST
I&tOlIJJOtJATE THE u.rour OF THE PLNfTS. THE I",mlOR PLAXr Rl1tIS SHALL liE LAID OtIT IIf A
TItINlCllLAlt TTI'E Sl'J&I5/I'ATTEIfII.
1'. A 1I1111M11i J'IlO (DOT W/DC Mlt.rH aNtD SHALL AL'IIJ/l'S lIE IIA.1ItrAlItED aET'JfEEJI THE OtITSIDE CDCE OF THE
FDLlACE OF THE FII'tST IDt OF I'LAKrS NlD THE 8AC~ OF THE cUlIBm;.
T. 1M: UJtDSCAPE ARCHITE.rr MDAJ,. I'/f(Ucr:r 1lAJI~E1t SH4LL Al'I'IfDVE THE I'UJiT'11IG LA1'DVTS '1I101t TD
I'LAXrIIlV.
DSCAP GEND
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()
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PROPOSED CAllOW TREES
srl/tnL
~
OESeRIPrION
PfIOPOSED I/ATERIAlS SCHEalLE srl/.
nrJl'OSED PLMT' QUNfT'rrr MD/OR
HEIGHT
------ tIC - HfJRIZOHrN. CLENlAlfeE SETBN:1C
- - - - - - - - LIIIIT OF CLEAR SIGHT tilE FOR S/CJlS
- - - LlIIIT OF CLEAR SIGHr 1I1E
000 f0M"/ffA PWJPOSED SHIllS MOIOR
(:f000 ~tr:HJJlD COVDI IJEDS. I'ATTENlS VNflES
~ MCHrrErTURAl ,.AVERS
~ lEX. SEE EllS. I'LAXSJ
PROPOSED FLt1ffERIItG/
N:CEXT TREES
1lEVl.....
?Hdja & ,,144<<i4te4
COlllEll COUNTf TRANSPORTATION
CORON.WO PKfJ'T. & HL"NIFllBLrv.
GOLDEN Gf17:' BEACJT/F1C'A770^~Af.s.T.U.
CORONADO PKY LANDSCAPE PLAN
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THE.CURBIIIC OFFSET D1STAJlCE U' 11'".' NlD TO THE Sf>EJ:IFIED Oil CEJfTEIf
. TIE /fDIAlIlIIIf; IIITEff/OR PLAKr' Rt1WS SHAU THEIl BE S"~ED TO BEST
THe I'LNfTS. THE ''"Elf lOR Pl.AJfT R:Jr.i SHAlL BE UID our III A
IIIGIPATTDtIt.
IDE MILCH BAlD SHALL A(VMS lJE IlAIIITAlHED 8E1WEDt THE OVTSI<< CDGE QF THE
ftfW OF ,.u.xrS NlO THE BACIC OF THE CUR8II1(;.
cr:r MOtoR 1'1tJJErr IWtAliER SHALL Al'PRDVC THE ,.UJtT/Jta LATours PRIOff TO
D
STI/f!DL
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PRlJPOSED PAUlS
PRJPOSED MATERIALS st:HEDULE srll.
""'POSED FLAJfT QflAKrrrr AND/OR
HEIGHT
------ If: - MJRIZDKTAL cl.EAlWtCE SErBA&K
.. - - - - - -.. LIMIT OF CLEAR SIGHT" LIIIE FOft 5"115
- - - 1I11tT OF CLEAIf SIGHT Lllte
000' PROPOSED SHlfJB MDIOR
~(}00 r00'"#-m _,.,..D CDYElIIIEDS. PATTEl/J/S VAIIIES
~. ARCHtT~URAt ""'VERS
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E
DESCRIPTION
D
STI/f!DL
OESeRI""OIt
PROI'OSED CAJilJPr TREES
~
PROPOSED FLfNEIlllla,
ACCElfT' TREES
Il<V1SlllNS
"iIt4u &;1~
COLlJER COUNTY T1/ANSPORIA110N
CORON.o/DO PKRT. de HL"NrERBL[D.
GOWEN CU7I1 BEALTlFlCATlON, H's.T.U.
CORONADO PKY LANDSCAPE PLAN
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LANDSCAPE INSTALLATION NOTES
'0 FlWftllBLE AltO J<<J1I-f1WIQISLC TREES AIfC /fE4UIRCD TO liar TIE 1I1HIMJI/ f FrJ(JT HOIt/ZOJf1'AL CI.EAlW/CC
I" TIE IIEOIN/$ OR AS I'EfUlITTEZJ II( r:lJfIRDfT srNlOARDS.
~. NO u.RIiE rr,.c T/fEES DR I'AUIS SHALL BE IIIST
MAllt LlIiE. IF UJlCE TMES DR I'JJ.I/S ARE TO
IT SHALL BE EJlCASED .'THIII A sr:H of
~. THE FlitS,. Itl1tt OF ru.xrs AU11ffl THE
OFF THE BN:/C OF THE
oFfSU FIDII THE cu.
4. ALL TRaS N1D "ALIIS
"ROUND CoYCRS
5. ALL SH1eJ1lS AJlD HE FIRSr fOI OF I'UJfTS OFF THE BM:IC OF
THE CURBIItfi lAtD our TV TIE CURSu/a DFTSEr D/srAIICE 13' 11111.1 IJID TO TIE S1'o;IFIED Oil CCltrE/f
SI'N;IIIG ALOMi THE IfEDINI. THE 1fDI"'''illIIi 'KrElffOR I'LA/fT IlD'WS SHALL THEJI BE SPACED TO SESr
JJ:COIll/ODATE TIfE u.rour OF THE nNfTS. THE INTERIOR I't.NfT fC1WS SHALL BE LAID OIIT III A .
TIIINtGULA/I rrl'E 9N:llIrj/PATTERII.
~. A 11111 1M/II TIIO fT)1tJT WIDE IlULCH B1JID SNALL AL'lIM5 BE. IIA1lffAlIIED IJETYED THE QurS/DE EDCE OF THE
FOLlN;E OF THE FlltSI" ROfI or PLAlfrS IdD TIE BACK OF THE CURB/IIG.
r. THE I.AIIOSCAPE ARCHITn:r NtDIOIt I'tfOJEJ:T IIIJIAGC/f SHALL AI'PIff1VE THE 1'UJtrI.r; LNDUT'S "IfIDR TD
"l.NtrIItf:.
ANOSCAP G
SYII80L OESeRIPrIO"
o
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D
PROPOSED CAHOP'I TREES
SYI/BOL
~
DE5CRIPTIOII
PRJP05ED IIATERIAlS XHEDlJLE srM.
IWJPOSED PU.Itr QUAKrrrr MOtoR
HE"Hr
------ M: -IIJRIZDIITAL Cl.EAIWICE SETBA&1f.
- - - - - - - - LIlIfT OF Cl.EJJII S/r;Hr LlIIE FOR 5"IIS
- - - LIMIT OF CI.EAR SIt;Hr LIIIE
000 Wff///ff/-l Pf/OPOSED S/RIB NtDIOR
(:f~O 0 . CROUItO COVER tJmS. PATTElWSVA/flES
~ AllCHITEaUltAl fAVEIfS
~ fa. SEE EJlC. ftAJtS)
FOOT DF A 1.4 IIICH DCl'TH IIfIfIGIITIO.
HI" ~ ". DR DII ro,. DF THE IIAlII LIIIE
II if FrX1T DO'rH.
aE OFFSU A IIIIUtAllI OF THIfEE FEET
'REATC/f TNNI TIfiEE. FEET' SHAll BE
S"CC IFIEO S"J,& IIf'(; OF THE "l.A/fTS.
LeN ARJUIID THE TRJJIIIC. IIfJ SHRUBS DR
PROPOSED FLotIIERllltU
N:CENr TREES
IlEVlSDO:
?1(djee & A~
COLLIER COUNTY 11UNSPORLI110N
Lo.ncs."DP. _It...~r.
COROA~.uXJ PKWT. &- HL"NI'ERBLTn
GOWEN GATE BEAflTIF1CATlON,M.s.T.U.
CORONADO PJ..7 LANDSCAPE PLAN
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5
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PROPOSED PAUlS
IWJI'flSDJ MATERIALS Sl:HElJIJLE stll.
I'WJPOSED f'LAKT fWAJIT '" A1lDIOR
HEIGHT"
- - - - - - He - NJRlZOKTAL CI.EA1WfCC SUBA&r
.. - - - - - -.. LlIIIT OF CLEAR 51"" LIrE FOR SIGIIS
- - - UN" OF CLEAR SJt;Hr LlIIE
000 "'D"JSED SHRUD ""DIOIl
~o00 W'h0"h::! C_MD COYER lJEDS. "iTTEIlIiS YAIIIES
~ ~'I;:ro~ ~tt~
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DE.'SrRIPrIOIl
PROPOSE/) CAJIOI't TREES
srMBD.
A)
DESCI"I'T ION
I'RDPOSElJ FLr1WER'~/
ACCEJff TREES
LCHAIIf'A.
SHALL HAve T~ FlftSr fKN OF "u.xrs OFF THE BAiCK OF
DlsrNICE f;Jo "'''.J AIID TO THE SPECIFIED Oil CElfTEIf
lIfTER 1M I"l..Nff Rl1rIS SHALL THEIl BE SI'Al:CD JllI lICiT
IIffClfIOR pu.xr /VIS SHArL lIE LAID our III A
eMD SHALL ALWN'S 8E 1lA.'lfTA/IIED 8ErWaJI THE ourS/DE EOGE OF THE
S NlD THE ~ of THE CURB'".
AIID.IOR nr:UErr IIAJ1A&CIC SHALL .4/'PMNE THE "u.xr/~ LAYOUTS ntlDR TO
IO[YlS1lJG
?Ite(ju & T!~
COWER COUNl"Y11/ANSPORTATlON
COnONADOPKrrT.. &HUN1ERBLf'D.
GOLDE.VGAJE BEAClTIFlCATION. ALS.T.U.
HUNTER BLVD LANDSCAPE PLAN
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LANDSCAPE INSTALLATION NOTES
I. ~/IJl.C AIID IIOII-f1WIf:lalCT/lEES JJ4E RQUIRED TO IIEEr THe 1I11t/MlII' FOl1T' HORIZDltrAL CI.EMAJlCE
I. THe I/IClJINIS DR AS' I'ElWITTUJ lIT CUMEKr srAJIDA/fDS.
~. 110 UME rr,.c TffELS OR "AUIS' SHALL BE IItST'AUEIJ WITH/II ;J FOOT OF A 24 IJlCH DEPTH INU'ATlrJN
1IA,'1I LIIIE. IF UJCE nas 011 "ALIIS ARE TO lIE I'UJITEIJ W/THIH.J FT. Oil 0" TOI' OF THE IIAlII LINE
,T $NUl lIE EJICJ..SBJ W"H" A. !>eN 40 I'Vf: Sl.EE.VE OR BE AT A ., FOt1T DCPT'H.
3. TIE FlffSr THE SAl:K OF BE OFFSET A 'It"'WII OF THIfEE FEET
OFF THE 'REATEII TlWf THREE FEET SHALL BE
SPEJ:IFIED SI'AC'IIC OF THE PLA/fTS.
Lt:H AlDUIID THE TIfJJItK. IttJ SHRJ8S OR
FIRSr R!:1If OF I'l.NITS OFF THE B/.&1C OF
DIST'IJJICE U' 11111.) NfD TO TIE SPECIFIED 011 CllfTER
ffD/AlIIIIIC 'lfTERIOR PLNff 1ft1I1S SHALL TIEJI 8E SP~ED TO BEST"
rUJlT'S. THE lllTERIDR PLA/IT IDIIS SHALL lJC LAIO OUT' lit A
PROPOSED CANOPY TREES
~
PROPOSED nfNERlHG/
AC'CE1fT' TREES
l'WJ1'OSBJ IIATERIALS SCHElVLE srll.
PRJI'OSED PLAXr QUAKrITY AND/OR
HE,,""
------ He - NJRIZOKTAL CI.EAlWlf:E SErlJAClC
- - - - - - -:' 1111" OF CLEAR SICHt' LlltE FOR 5""S
- - - 11"" OF CLEAR SIGHt' LlltE
000 W"..0'"h'l:lI'WJ1'1lSED s_, AN'''''
(:f 00 0 r;ROUIfD covm BEDS. PATTERNS VA/tiES
~ NfCHffEJ:TURAL ,.AVERS
~ (EX. SEE ENS. PUJlSJ
PROPOSED PAUlS
~f7u &A~
COUJER C01lN1Y 17UNSPORTA.110N
...;.o:=-~~..:....
CORO^~4DO PKRT. d; HL"NTERBLJD.
GOUJEN G,ln> BEA~TlFICA:170^: U.S.T.U.
HUNTER BLVD LANDSCAPE PLAN
---.-. ---
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NOTES
LANDS
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DESCRIPTIOH
DESCRII'rIOIl
1'RJI"OSED MATERIALS SCHEDULE 511/.
1'RJFfJSED I'LAJ/T OUANTITT NiDIDII
HEIr;",
------ Ie - HORIZOKTAL C~E SU8J&K
.. - - - - - -.. LlIIIT of Cl.EAIf SIGHT" LlltE FOR SICIiS
- - - LIMIT OF Cl.EAIf S"Hr LlltE
000 W"#/~ ''''POSED S/lN4 Nt'/OR
-0:000 "fOU1iD COYER lJE1)5. PATTE/lNS VARIES
~ MCHfTEJ:TrJRAL 'AVERS
~ lEX. SEE DIC. I'LAMS'
PRDPOSED CANOPf TREES
SYMBOL
,r@
~ FOOT OF A If INCH DU'TH INtlf;ATIOH
ITHIII .J Fr. OR 011 TOP OF THe IIAlII LINE
A ., 1TJIH DUrN.
8E oFnET A Jill/IlIUM OF THIfEE FEEr
GREATCA TIWf THREE FEET SHALL BE
'Elf SPErIT/OJ S,.J"Clm; OF THE PLA/fTS.
OF WI.CII ARO/I1iD THE TRllIIIC. NO SHlfUBS OR
'AVE THE FIRSr ft1I( OF PLANrS OFF THE BA&/C OF
DISTNiCE U' 11111.' ItJID TO THE S,.EtIFlED 011 CEIffClf
Elf/Off I'UJIT ROWS SHALL THD/ BE. SPACED TO BEST
',"ER/OR I'LAXr RUr.i SHALL BE UtO OVT III A.
NtDPOSED FLOfIIERING/
ACCENT TREES
S.
T~ CURBIM LAID our TO
SPA&IIIG ALGJtr: TIE IlUJIAIt
N:COIIJIODATC THE urDUT
TItINlCULA/t TYPE SI'~ "if;/.
6. ... 1l11I11IU1t 71lG roor .,DE tJ SHALL ALWAYS 8E 1lA11fTA.lIiED eDlIEEN THE OUTSIDE EJJCE OF THE
FOLIAGE OF TIE FlIfSr ROIl OF f'I..AJfTS IJID THE tw:/C OF TIE CURBIIIG.
7. THE UJlDSf:APE J.Rt:HITcr:r NlDIO" PROJEr:r I/ANA(;E1f SHALL APPROVE THE PLNII'IIIG UYaUT'S p",a" TO
PUJlTIIIG.
PRDFfJSCD PAUlS
R[VlSDa;
u,tjee & Tt~
COLUER COUNTY 1RI.NSPORTA110N
..;,",:,:="'~~,=-
---'-' ---
_oa'I_'_ '_CIIII_
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CORONADOPKWT. &-HL"NTERBLJ-D.
GOWENGA:7B' BEALTIFICATlON, AI's.T.U.
HUNTER BLJID LANDSCAPE PLAN
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P/lJI'OSED IIATERIALS SCHmJLE 5)'11.
nrJl'OSfD I'UJ/T QUAJff rrr NfD/OR
HEIGHT'
------ He - HORIZOKrAl. CLEAlWtCE SE11U&/C
.. - - -- - -.. tlllff OF CI.ENI SICHr LlltE FOil SIGNS
- - - LIMIT OF CLE>>f SIGHT" U_E
000 W#/fir'~ 'lIOf'OSED SHIll. IJiDIOR
(:f a 0 0 ~RQUIID COVER BEDS. PATTENlS VARIES
~ ~'lW"C::~ :tkE:f
._ _.. _ ".___. on _ouH!ll!.[ER.._ 8L,!p'~_
--
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LANDSCAPE INSTAL
NDSC
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DESl:RIPrIOJtl
N
T OF A t4 II/'CH DU'TH IM/GATIOII
.J Fr. OR 0/1 TO,. aF THE I/AIN Lllle
FfX1r DCl'T'H.
BE OFFSET A JlllIlWI/ OF THREE FEET'
GREATEIf THAll THREE FEET" SHALL BE
IHG OF THE ".AXTS.
HE TRJJNK. liD SHRUBS OR
PROPOSED CANOP'l TREES
I'ROPOSED nfJll9llltG/
A&CENr TREES
AREA,
L HAYE THE FIRST' R!JfII OF f'UJlTS OFF THE BA&K OF
DISTNlCE f~' 1I111.J AJlD TO T~ Sl'Ee/FIED 011 curER
Ell/OR 1'LNfr' FDr.; SHALL 1#0 BE SPA&ED 1D BEST'
IIfTElflOR I'UJfT ROlfS SHALL BE LAID ovr lit A
l '.cIl"A1TDtIt.
5. A "'"IMlII WIDE II/JL&H IlAJID SHALL ALWAYS BE #lA/llrA/IIBJ BErWEEJt THE aurSIDE EDCE. DF THE
IDUN:E OF THE FllrST" Rt1It OF I't.AIfTS N1D THE 8A41C OF THE. CURBI"a.
7. THE UJlDSCAPE IJCHI7Er:r NlD/Dff p/tOJE.CT "MACOf SltALL API'RDVE THE I'L.AK('IIIG LAroW's P/UOft TO
rLNIT""'.
PROPOSCD PAUlS
IIEVlSll><S
?&tja & 4444da:ta
COLUER COUNTY 1"l/ANSPORTA110N
CORON.WOPKWY. &HL"NTERBLJD.
GOWENG..tn'BEA.LT1F1CAT10^~ A/.8.T.u.
...;.~~~t..~
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DE5r:R1PrlOIt
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HUNTER BLVD LANDSCAPE PLAN
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AlONG lURN lANE
P
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ON NOTES
IIOII-FltAlIC/8LE TREES A/fE RE11.lIIRED TO liED" THE "ltiIJAJII f FOOT WJltlZPKTAL Cl..EAIWICC
DR AS PElW1TTCD sr CUNfElfr ST'AJltJARDS.
TItEES 011 "AUIS SHAl.l ;J FrH1r OF A !!4 INCH DEl'TH IMtCATlDII
TREa 011 I'AJJIS ,THIII;J FT. OR all rop OF THE 1110111 LINe
t"THIII A SCH . FDf1T DEl'l'H.
3. 5 Auna T~ L BE OFFSET A lilli/IN" OF THREE FEET'
COUllIt;. r;REATDf THAll THREE FEU SHALL IE
Iii'; THE 011 CEHTE1t SPECIFIED YAel" OF THE I'l.NfTS.
-f. ALL TMES AliD ,.ALIIS SHoUt HAVE. A -4 FDDT 1I111111lJIIIWJIUS OF JNLCH A!lDUItD THE TRUNK. 110 SHllJBS OR
fiRDUItD CVVEltS SHALL BE I'UCED ""HI. THIS WLCH MEA.
S. ALL SHRUBS NlD GIfJUIltJ C()'iE/l$ I'UJtTIIIC AREAS SJU.ll HAVE THE FIRSr Rl1tt OF I'UJtTS OFF THE BACK OF
THe CUM1W; LAID OUT J'lJ THe CfJR811ft: DFFScr OISTAJlCE. (3' 1I11t.J AltO TO THE Sl'ErIFlED Oil CElffElf
Sl'I&IIIG AJ.D.' THE MDJIAJI. THE I'tEJiAlIIIIIG ''''OflOR Pu.xr If(1tt$ SHALL THEIl BE Sl'ACED TO ~
N;COJ/JlODATE THE. LATOUT OF THE I'LAXrS. THE "trE1UOR ,.u.xr /DIllS SHALL BE LAID OUT III A
TRINtGULA/t rt,.c g-JCIM;HATTElW.
5. A 11111 IlIUM J1IO FIX1T' WIDE W"H lJAJiD SHA.LL ALIf'MS << IIA1ItTAlIIEIJ BETWEEJI THE OUTSIDE EDGE OF THE
FOLIAGE OF THE FIIIST /Dft OF pu.xrs NlD TIE BACK OF THE CUMIMG.
,. THE UJlDSCN'E NfCHffC'Cr AltOIDR ,.IfJJErr IUJlMiER SHALL UPlKNE THE ,.u.xrlKri LAYOUTS ,.RIOft TO
Pu.xrllla.
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DESCRlprlON
DESCRlpr,Oll
N
PROPOSED CANOPf TREES
SYII1IJL
~
(~ @ -$ P"'POSED PAU>
I'/r:JPOSElJ IlATERIALS SCHEDULE SYI/.
,./fJI'OSED PLAXr QUANT fTf NlOAJR
HEltzHr
- - - - - - He - /lJRIZOKT'AL CLEARNlCE SErBJ.C1C
-------. LII/IT DF CLEAIt SIGHT LlIIE FOR SI51/5
- - - LlI/IT OF CLEAR SU;HT tilE
000 I'IIDPOSED SHIll. NI'/OR
~o00 w#~ '_"CDVERIlEDS. PATTUIJISVNlIES
~ NCHrrErTURAL I'''VERS
~ IEZ. SEE ENe. "UJfSI
I'ROPOSED FLOf1ER/~/
ACCEKr TREES
?ltet]u & A~
COLlJER COUNT! TRANSPORTA110N
CORON..wo PKWT. &- HL"NlBRBUD.
GOLDlLV GAl11 BEA.~TIFICA170N, M~T.U.
HUNTER BLVD LANDSCAPE PLAN
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f IIIeH DEl'TH IRIt'~AT ION
011 rop OF THE MA'" LINE
H.
A IIIII/INII OF THREE FEET
THREE FEU SHALL BE
Sf'e;IFIBJ Sf'A&II" OF THE Pl.AJfrS.
US OF MILCH MDUIID mE TRUIIK. 110 SHRUBS OR
VE THE FIIlSr RUII OF I'LAlfrS OFF THE BACK OF
OFF:iCf" a/srAIICE '3' 11111.' AJlD TO THE SPEJ::IFIED 011 CDlTEIt
EJlAlIIIJI!: ',"ERIOR I'UJIT RI1tf$ SHALL THEJi BE. SPACeD TO BEST
u.xrs. THE '#/TEfUOR I'LAKT IDWS SHALL BE LAID our 1/1 A
II<<U1"MTE/lII.
IDE II/JLCH IWIG SHALL ALWAYS BE 1/A'lf'fAlHED tJETrIU1I THE ourS/DE EDtlE OF THE
RJLlAJ1E ~ THE. IfJ1W OF ru.xrs AND TIE BACK OF THE CURBIIIG.
T. THE LAJiI1S1:Af'E ARCHffErT MOlOtt f'/lDJErT IlAJIAGEIt SHALL NWllJ'lE THE "-NIT/Nt: LArOUJ'S PRIOR TO
PL>>/TllfG.
AN
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COlliER COUNTY TRANSPORLl110N
P
DESCRIPTION
PROPOSED CANOPf TREES
PROPOSED FLf1tIfERlltG/
ACCEJIT TREES
PffOf'OSED PALIIS
PR01'OSElJ IIATERIALS SCHEOOLE S'fll.
I'ROPOSED I'uxr QUANT' fT'1 NlDIOR
HEIGHT
------ He - NJRIZONTAL CILAlWtCE SETBAC<<
-------- L1I1IT OF CLEAR SIGHT turE FOR SIGNS
- - - Llllff OF cLEAR SU;Hr LlltE
000 !00"ff..-0:l """'os,,, SIRIB AND/D~
~ a 0 0 ~ROUI(D COVER lJEDS. I'ATTElWS VARIES
~ ARCHITECTURAl. 'AVERS
~ lEX. SEE EJH;. f'LAJlSJ
CORON..wo PKWJ'. ci- HLWI'ERBLf^D.
GOWEN CU711 BEALTIFlCATlON, Af.s.T.U.
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LANDSCAPE INSTALLATION NOTES
..
OF A tf IIICN Dt7TH IMU;ATlDII
FT. OR rUI TOP OF THE IIAlII LIIIE
FDtffDEPTlf.
IJE OFFSU A JlllillNlI aF THREE 1TET
REATER TIWt THREE FEET SHALL BE
~/FIED $fACING OF THE. ,.u.xrs.
LeN ARJUND TIlE TIflJItIC. lID SHRUBS OR
D S C
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,,, THE lIED/AIlS DIf AS I'E1UIITTCD . r:URIWtT srAJI
2. 110 UJ'IiE 1Tf'E T/fEES 011 I'A.UIS SlW.l
MA'" U_C. IF TIfEES CM "ALIIS
IT L lIE. WITHIII A srN .,
;,. S ALDIC THE
CURB/Iff;. f'UJfT
I".
"ALIIS SHAL
5IfALl BE nlCEJJ W"HI
"PJl/lJ COVERS I'UJf1' I HE "lIST IfOW OF ,.l.NfrS OFF THE BACK OF
THE CUIUJIIIS LAID OUT TD TIE CURBIII'; OFFScr DlsrlJfCE U' J/U'.J AND TO THE SPE.r:IFlED 011 CE/fTEIf
S,.N:11f5 ALon TIE IIC1JIAN. THE RDlA/1/11I5 I,"D"OIl I'l..I.Kr w:ws SHAlt TIEJI aE SPACEIJ" TO BESr
N;COIDiODATE THE lA-TOUT OF THE nAIfTS. THE ''''EII/OR ,.l.A/fT R1WS SHAll BE LAID ow I. A
TRIN/fiULAIf TrfOE Sl'JCI/tC/I'JJ7E/f11.
6. A ""IlW" 7'110 rooT .,DE. IlULCH BUD SHALL AJ.'ltIJ'S ~ IIA1ItrA111EIJ aErWCEJf THE OurSlDE EDt;E OF THE.
fDLlACE OF THE FlffS(' Rf/N OF I'u.xrs AND THE BAU OF THE CURB/Mro.
T. THE UJlDS(;APC MCIt"o::r AJID/O,. I',.,JE&T IIJJfACER SHALL A/.,.,'INE THE I'UJlTIJit; LAYOUTS ,.,./0,. TO
I'UJtr/IIG.
5.
PROPOSED FLfJltERING/
ACCENr TREES
I'If)I'OSED IlATERIALS SCHEDULE SYII.
""'POSED PLAKr Q(JNtrITt AND/OR
HE/~Hr
------ 11: -IIJRIZDKTAL CLEARJJlCE SETBJ&K
- - - - - - - - LlII" OF CLEAR SteHr LIIIE FOR S"1I5
- - - LlIIIT OF CLEAR SigHT LiIlE
000 I'/Ir1/'OSED SHlfUB NtD/OI/
~(;}00 r00"'ff..m GIlDU.D COVER BEDS. "TTEllHS VARID
~ ARCHITD:TURAL "AVERS
~ lEX. SEE EN(J. ,.LAJlSJ
PROPOSED CAJiOP'I TREES
~
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PROPOSED PAUlS
..;.a:'"'~--==~..:-
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GOLDENGAlF BEA.[.TIFICATJON, Af.3.T.U.
HUNTER BLVD LANDSCAPE PLAN
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COLUER COUN1Y TIlANSPORTA110N
~
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PROPOSED CANOf"f TREES
~
PROPOSED PAUlS
PlrJfIOSED IlATfRlAlS 5rHEaJLE srl/.
I'WJPOSED ,LMT QUAKr ITT AND/OR
HEIGHT'
- - - - - - He - HORIZOKrAL Cl.EAlWtcE SUBJ&K
.. - - - - - -.. LIMIT OF CLEAR SIGHt' U6E FOIt SlaMS
- - - LlII" OF CLEAR SIGHT" LllfE
000 W'~/~ "'OI'tJSED SIftJS "D/DR .
(:f000 ;RQUJlD COYER BEDS. I'ATTENt$ VAltlES
~ ARCHrrEJ:TURAL PAYERS
~ lEX. SEE EJH:. 'LAJlSJ
PROPOSED nfJIfE/fll/a/
N:CEJfT TREES
---.-. ---
--.'-'-_1--
-~.._...--_..._~.
COUJER COUN7Y 11/ANSPORTA110N
COROf..~.wo PKWY. d.- HLM'ER.BLTV.
GOWENGA.1E BEAL71F1CA110^~ At,S:r.U.
HUNTER BLVD LANDSCAPE PLAN
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- - -- - --~- - - - - -___L _ _ __ ~_ _ ~.:-...:
I. ~/BLE. MD liDII-F1'.A6GI&.C TIlEES ~ REQUI/fED Tn J/EEr THE lilli/Wit' FOOT HfJRIZOKrAL Ct.EAJW/CC
I" THE IlEDINtS Olf AS 'CNi'rTED I1f eUMDfT srAJItJARDS.
Z. 110 LAlCE TTf'C T/fEU OR ,AUtS SHALL BE ,,,sr. WITHI. ~ RH1T OF A l!f IMeN OU'TH 1M/GAT/Oil
IIAtIt LUtC. IF LAIlCE TMES OR I'AJ..JiS ME TO ED WITHIII .l FT. tJR 011 TO,. OF THE 1IA111 LIIIE.
IT SJW.L BE EMCASEO WITH/II Ii SCH 40 A ., FfX1T DCFrH.
.l. THE FIItSr Ift1W OF ,I.JJ/rS ALClNe: THE
OFF THE 8A&K OF THE 'L
OFT'SET FI'lJII THE CU
of. ALL TIfCES AltO PALIIS
GROUIiD CtNCIfS SHALL .
5. ALL SHl<<JBS NlD CIfDqIlD CO VE THE FIRST RUW OF PUJlTS OFF THE BACK OF
THE CUIfBIK LAID our TO THE CURB1"r; OFFScr DISTAJlCE U' 1I11t.' AliD TO THE gErIF/ED 0" CE/fTCIf
Sl"N:11If1 ALDII~ THE tlFDINt. THE ItEJIAlIf'1/(J IIIrEIIIOR PtAJff fmtS SHALL THEJI tJC SI',II;ED TO BEST'
ACCGlIIIOlJATE THE LN'OIR' OF THE I'UJ/T'S. THE IIITClflOR Pu.xr fC1/fS SHALL BE LAID OVT III A
TIIIAltCUUlt rrl'c Sl'JCIIGHATTEIIIt.
,. A IillllWIt TIO FrIOT WIDE WteR IJAJID SHALL ALWArS BE JlA/KrAlNED BEnICEJI THE OvrS1DE EDGE OF THE
FOLIAGE OF THE FllfSr IftW OF 1'UJffS AND TIE BN:K OF THE CURBlfta.
r. THe LA/iDSCA/'E A1I':HffErT JJlD/OR PlIO/Err IIAJIAGElt SHAll AP1'/IJ1VE rHE pl..A/fT 1m; u.rours PRlaR ro
,.uxr,lIG.
ANDSCAP LEGEND
STJ/80L OESeR/PrION
o
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~1 (f) {gs PROPOSF.D PALMS
PROPOSED CAJl(JPf TREES
SYl/tKJL
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~
LANDSCAPE INSTALLATION NOTES
PROPOSED FLrNER/I/GI
N:CEJIT TREES
OESCR'"'OIl
PROPOSED MATER/ALS SCHEDULE SYJ/.
1'R01'OSED PLAIT t/PAJfTfTY MDtoR
HEIG""
- - - - - - HC - HORIZONTAL CLEAlWtCf: 5E'fBJ&K
-------- LII/IT OF CLEM SIC",. L/ItE FOR SIrIlS
- _ - LIMIT OF CLEAR 51''''' LUtE
000 Wffff~ PWJPOSF.D SHR/J6 NI.IOR
-0: (;) 0 0 _ GROUIIO CtNDt BEDS. PATTENtS VNUES
~ MCHITC/:TURAL PAVERS
~ rEX. SEE EM. PLAJlSJ
1It4u & A~
COU.IER COUNTY 11/ANSPORTA110N
COR01l.:lDO PKfJ'}: &- HC."NI'ERBLJD.
GOLDEN GATE B&I~TIF1CA770N,A1.'iT.U.
HUNTER BLVD LANDSCAPE PLAN
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10 Ftwt:I8LE AltD IOIl-FltAWltlLE TR..."Z3 ARE RED.UIRED TO IICET THE 1I11I1WIi 6 FOOT WJRIZDlffAL Ct.EAJWlt:C
'" THE IIEDIAIIS 011 AS PE/IJIITTED Sf CU/fRDff STAJ/lJA1U)S.
Z. 110 LARGE TYPE. TREES 011 "AUlS SHALL
WA.IN tlIlC. IF LAllGC T1fE1:S OIII'AlJIS
CJtr:A5ED wrrHIII
OF' PLANTS At
FOOT OF A t.4 INCH DEFTH IIfR/t:AT /011
DR 011 TOP OF THE 1IA111 L'"C
H.
A 1I1",WJI OF THIfLE fTET
THREE. nET SHALL BE.
Of S"~'F'ED SPACIIIG OF THE PLAKTs.
OF INLCJI ARJIJIiD THE Tm/liK. 110 SHRtIBS DR
DESCR'f'T'ON
,.
~0
0@<$
PROPOSED FLOWERIIIG/
N:CE1ff TREES
PWJPOSBJ IIATERIALS SCHEDlJLE SOl.
PRDPOSED I'IJJfT QUNfr m MD/OR
HE"HT
- - - - - - He - HJRIZOKTAL CLEAlWtCE SETBJCIC
.. - - - - - -.. LIMIT OF CLEAR SIGHT LIItE FOR SIGIIS
- - - LIIUT OF CLEAR SIGHT LINE
000 Wffff/oz:! "")f'.sa> SlR/6 Nto/O"
~oOO . GIIOUItD COVER BEDS. PATTElWSVAlflE'S
~ Alt:HITEaURAL ,.AVERS
~ IU. SEE EM. ,.LAMSJ
GROOIiD CfNDlS SHALL Sf 1'ut:C/J W/THI" THIS IIl/LCH AIfE.A..
S. AlL SHRUBS NlD G/fOUIIlJ COVE/lS "LNrl~ AREAS SHALL HAVE THE FIRSr Rt1tl OF I'LN/TS OFF THE BACK OF
THE CUR8/~ LAID our TO T~ CURB"IC OFFSET DISTANCE I~' 1I1l'.J AltD TO THE Sf'EJ:IFIED 011 CEJtTEIf
51*1&111' AUJlrC: TIE IlCDIU. THE REJlAlIlIIKJ ItiTeRlOR f'LAKT III1WS SltAU TIEJI Be 5I*AtED TO /JEST'
I&COllllOtJATE THE LATour OF THE f'LAKT'S. THE '",ElflOR I"LA1lT IGWS SHALL BE LAID our III A
TIfIAItGULA/t 1Tf'E Sf'N:II/G'f'A1TENl.
6. A 1I1",WII no FOOT WIDE MJLCH BAlO SHALL ALWATS BE ""'IlTAlIIED BErWEEJI THE OurSIDE EDGE OF THE.
FOLlNJE OF TItE FIIUT If", OF f'LAlfrS AJlD THe BACK OF THE CURBllla.
1. THE l..AJlDSeAPE ARCH"EeT AJlOAJIt I'fIOJECT IIAJIACEIt SHALL "'f'ttavE THE I'UJlTIIlC LATours f'RIDR TD
f'LNlr'Ii'G.
PRDI'OSED PAUlS
~a."~~",='.,::-
CORO^~.wo PJQf1: ~ HL"NTERBLJD"
GOlDEN GAlE" BEALTlFlCATJO^~ AI.s..T.U"
HUNTER BLVD LANDSCAPE PLAN
"""''''''''
~f7ee & Ad40d4te4.
COWER COUNlY 11UNSPORT.-I110N
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LANDSCAPE INSTALLATION NOTES
,. FRAII'/!lC AIIO /to.-F1W/fuetc TREES ME RCQUllIElJ TO JKU THE MIHIWII &: FOOT HORIZONrAL CI.EA/Wlr:C
I. ~ IIClJIM$ Olf AS nNllTTEZJ 111" CUNfDfr ST'AJtDIJI/JS.
Z. 110 LAl'lGE TTI'C T/lEES OR 'Al.JIS 5HALf.. tlE. I"srALLED ."HI. 3 roOT OF A Z" IIlCH DEPrH IRRIGATIOII
flAII'LINC. IF u.JCE 0.. PAl.JIS ARE TO BE pu.xrco WITHIII 3 FT. OR 011 TO,. OF THE M""II "HE
A SCH olD fIVe SLavE OR BE AT A of FOOT DUrN.
3. SHALL BE OFFSET. A "''''IIUII OF THREE FEET
"~/1Ifi tiREATER TlWf THREE FEET SHALL IE
CElfTEIf SPECIFIED SI'A&11tG OF THE PLAltrs.
4. US OF IlULCH AMJUND THE TIIJItK. lID sHRUBS OR
VE THE FIRST Rt1III OF I'UJlTS OFF THE 8A&K OF
OFFSCr OlsrlJltCE ,,' Ii'".} NlD TO THE SI'B:IFIED 0" CEIfTFR
""NG IIffERIOR PLAXT R1:MS SHALL THEIl BE. SPACED TO BEST
S. THE ',"Ell lOR I'LAJfT Rr1ttS SHALL BE LAID our III A
AN
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DESCR'f'T'Oll
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PROPOSED FLrntERllIG/
AC'CDfT TREES
,,"'POSED I/ATERIAlS SCHBJlJLE 5111.
I'ROPOSED PLAJiT QUANT'ITf AHDAJR
HEIGHT
- - - - - - He - #<<JRlZOIITAL CLEAlWfCE SUBACIC
-------.. LIMIT OF CLEAR $U;HT LlltE FOR SIGNS
- - - LlIIIT OF CLEAR SIGHt" LIIIE
000 w/##.-@ 'ROPOSED sift/a AliDIOR
~G0 0 GROUND COVDf BEDS. PATTENtS VARIES
~ MCHITEJ;TURAL PAVERS
~ (EX. SEE EJ/fI. PLAIIS'
PROPOSED PALMS
1lEVlS....
1&tjee &A~
COUJEil COUNTY TRANSPORTATION
CORON.WO PKW1: 4: HC:NIERBLJD.
GOUJENGA1E BEALTIF1CATlO^:U's.T.U.
HUNTER BLVD LANDSCAPE PLAN
La"d,.easo__ll_e'loIr_
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SCALE
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I=:
LANDSCAPE INSTALLATION NOTES
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4. ALL TRaS Alia PALIIS SHALL HAV
t:1OI110 crwOtS SHALL BE. I'Utl:ED .'THIII THIS .
5. ALL SlRJBS MD GIKNIID CfNERS PLAJn'ING VE THE FIRSr RIN OF PUKrS OFF THE 8AU OF
THE CUMin LAID our TO THE r:tJRBIIirl OFFSEt Olsrur:E 13' 1I111,J NlD TO THe SPECIFIED ON CEJltElt
Sl'J&11IG ALOJIC THe lIED/Nt. THE REJiA.lNII/f; IInHUOR PLAn" RDrS SHALL THCJI BE 51'ACED TO 9EST
M:C'OlIJIOtJATC THE u.rour OF THE~. Tiff 'ltTERIDR pUJIT t"IOWS SHAll BE UIO our IIf A
TRIANfiUlAR TrI'E SPACIIIGHnTDf/I.
~. A "''''/AlII TIlO FDaT 1l1DE. IlULCII AUD $HAlL ALIf'ATS BE MJ.,,,,AlIIED IlE1WEDI T~ ourS/DE EDt;C OF THE
FDlIA&E OF THE FIRST' POW OF I'LAXrS AND THE SJJ:( OF THE CUM/Nt:.
7. THE LAJlDSCUE Al'CHffErT AJtt)/OIII'ROJErT IIAJ1NiElt SHALL APPRfNE THE PUJiTlwr; Wours PRIOR TO
puxr,lIf:.
sr/lBDL
@()
~8
0@~
DESrR'I'r,ON
srllBOL
DESeRtI'TIO.
IWJI'OSED MATERIALS SCHmlLE $rU.
I'/fJI'OSED"LAIfT' flUAXTtrr AND/OR
HEIr;Hr
------ He -IDRlZOIfTAL CLENWlCE SE1'EJN:~
- - - - - - - - LllIIT OF ClEAR SIGHT lIltE FOR SIGItS
- - - L1111T OF CLEAR SIGHT LlItE
08" 0 I'ffD""SED SHl/VB 101I0/0,
,>'\; 0 W"///M '_'D cavO! BEDS. PATTDIJIS VAIlIES
m:Jf'OSED PALJIS ~ So' . ~
~ ~~'Igr::t tt~Efff
~
PRJJf'OSED CANOPY TREES
flROf'OSED FLOWERINr;/
ACJ:EIff TREES
L_".ea.. Ardoolt.~t..,.
------
COUlER COUN1711/ANSPOR:rATlON
CORON..woPJ.."WY. &HWt7ERBUD.
GOLDEJ\' GAlE BE.4UFIF1CATlO.v. ~.T.U.
HUNTER BLVD LANDSCAPE PLAN
?1Uja & ~44<<iate4.
----. --.....
_..====::-~==-
30 15
SCALE
30
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PWJPOSCD CANOPY TREES
~
PROPOSED PAUlS
I'RDI"GSCD lInER/ALS SCHEDULE SYII.
PRJPOSED pu.xr Q.QAKT ITf AND/OR
HEIGHT
- - - - - - He - WJRIZOKrAL ClENWlC~ SUBAC~
-------- LIMIT OF CLEAII S,~ LlIIE FOR S/GItS
- - - LlII" OF CLENf SIIiHr LINE
000 I'fIDI'OSED SHRUB AJlO"R
~ (;} 0 0 f007/ffA ORDIJNO COVElf /!CDS. 'ATTElfltS yNtICS
~ Alt:HITECTVRAL ,.AVERS
~ (a. S~E EJ((;. ,.LN/SJ
<.
5.
PROPOSED FLortERINtU
ACCENT TMES
11td;u & r!~
COWER COUNTYT1WISPORTAT10N
CORONADO PKWY. &- HUNTERBLJ'D.
GOLDEN GATE BEAUTIFlC.ATJON. M-S.T.U.
HUNTER BLVD LANDSCAPE PLAN
L..ner........ ........II_t..~.
-.-.....-.-
----. ---
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LANDSCAPE SPECIFlCA1l0NS
1.SODDl<<1
1.1 DE SODCING Stw.LBE IHSTALLEDANDIrlUUHTAZNED PER lIE
FOOT-STANDARD SPEaACATlONS FOR ROAD AND BRIDGE
COfC5TRUC'T1OH. Zllr, SECT10N 1575AKJ Ri.
1.2 SOOTYPESKA.L.LBEARGEN11NE EWlAGRASS.
UEE1llNO
2.1 THE SEEDCHO SHAl.l.8E IHSTAU.ED, ESTABUSHEDAKJIIWHTAIED
PER THE FDOT"STNGUm SPECl'JeAnoHS FORROADANJ BRIDGE
eONS'1'R\Jc:TJON*2Dt.... samON m, Sl1 AHO,a.
1.2 SEEDlHO SKA1.L BEWTH BNlAGRASS.
l.lANOSCAPETNSTAUAllON
1.1 nElAHOSCAPEPl.AH'nNG5SHALLBEINSTAl.LEDAKJ
MAUfTAlNED PER THEFDOT-STAM1ARDsPEQRCA,llOHS FOR
ROAD AND BRJOOE CONSTRUCllON -2Inll". SECllON gO OR.
AS AMENDED BY 'DE SPEClACAllONS Nfl) PlANS.
3.2 DeSIGN STAJtDAR)S NlEX", sHAlL 8EAMEJ<<)EDTO PROW)E
FOUR GUYS OR BRACES PER PLAHTC(AT,1r APAR1'}
:L2 FEn1UZER
. -. -lHE.FEimUzER'SPECD=iEo IN"STANDARD SPECtFIcAl10HS FOR ~
ROADAN) BRIDGE CONSTRUC11ON-201r, SECT10N '12 SlW.L BE
AMENDEDAHQ'OR St.BS1'1TUTmAS FOUaws:
GRANUlARW.12 FEm'LSZERSHALLBeAPf'UED ATnE
FOlLO'MNO RATES:
(lJl*'Cen'nllrogln,,(2)perantpho.~.(12Ipercent .
poeu.Jum, p1u. CIIg aftdTecIbg mJa1lo.nutrlmlL
0.5 pound pertGO... It. (COUNTYT1J PROW)E ANALvm SHEET)
OR
GRAHUlAROoO-ZS FERTLIZER SHALLBEAPPUEDATlHE
FOlLO'MNO RATES;
tOJ~tnllr'O!lcn.(Olperccntphosphoroul.,(25Jptf'Ctftt
A1C SOP KMAO 4..1 h,"" M;. 1.1 MIl FL
upound ptr1000.q.f't.
AND
TABlET FERTJJZIRSlW.1.. BE IN 21 GRAM SlZEY<<TMnE
Fou.ov.ma ANALYSIS:
(20) pacmt Nnocn. (10) p.ront phosphorus, (5) petnnt potlulum.
TRaOS AND PALMS (lo1D'HT.1 2 TABI.ETS PER ,. OF CALPER.
7GAl..T0100AL.COHTAINER 4TABLET'SPERPLANT
30ALTO 50ALCOHTAINER 2TABLETSPERPLANT
~ POTTO 1 GAl.. CONTAftER 1 TABLET PERPl.AHT
1lEV......
"TRANSPORTA1l0N BLEND" PREMIUM COLOR MULCH:
1. NATURAL'NOODFlBERS,INCLUOINGP!NE.OAK.MEl.Al..EtJ<:ANm
CANNOT COME fRON COMMERc&AL.lOOGtNO OR HARVES11HO AM)
NUSTBE DEIUVED EXClUSNE FROM REcYClING SUCHAS LAN)
Cl.EMlHO.
2. WOODIS HARVI:STED FROM So FLORIDA SOURCES
3. 1HE MAHUFAcnnuNG PROCESS -elMES- nee MUl.CHAND PROIfBffS
SEEDGERIIINA.llON
4. 1HE RAWMATmAl $H0UlD BE AMlNUS31f2INCH SHREDOm
TEXTURED GROUND MU.CH FROM NATUW. WOOD fliER.
&. THE FHSHED PRDDUCTcANNOT COHTAW PALLETS, PLYWOOD, PT CCCA
WOOD), OR COHSTRUCllON ORDEllOUTlONWOOD MATERIALS
L ALLPRODUCTS.Wft..L HAVE MET THE STAM)ARDS FORcamFlCAl1ON BY
THEus. WUCH AND SOIL COUNCIL
rNNN.MULCHANDSOIlDCOlMQl.QRC).
7. UUlCH COLOR-sHOULD MATCH fRESH ct.rr EUCAlYPrUS-BURH1' .
DRAliGE
~Cju & Tf~
~",:,'::'=:""A-=~,,=-
----- ---..
_ DJlI........., ,_ curl....-
-..----...---
TREE PlANllNG PROCEDURES AND SPECIFlCA1l0NS
1, PREPAREPLANnNQHOLETOAH5t3llOSTANDARDS.
2. lNSTAL1."-DlA.BY4r DEJ'THSAI<<) Fn..lEDTRI:E$UlIIPATnE BOTTOM
OFTREE PlAKTlNG PITa: REQURED DUE TO POOR DRQ&AGE
3. REJ,IOW: EXCESS Sea.. FROM ROOT BALLEXPOSlHG ROOT FlARE OR
UPPERMOST ROOTS.
.c. CUT AWAY C1RCUNQ AND GfU)lIrIG ROOTS.
50 PlAc:E ROOT BALlIN HOlE All) STRNGHTENTREE, ENSUIGNQ TlETOP
OFTHEROOT BALl IS 1- TOr ABOVE GRADE.
A. FOR 8U MATERA&. REMOVE BURLAP All) ROPE FORM TOP OF
ROOTIW..l.
B. FORB&B MATeWl REIIOVEALLNOH-8I:ODEGRADABl.EWRAPANO
FROM ROOTBALL
C, FOR B&B MATERAI..., 00 NOT REMOVEWRE BASKET.
D. FOR B&B MAlERSAL. &am DOWN ORREJIIOVEWREncATISABOVE
EXISTlNO GRADE.
I. SHAVE \II TO ONE INCH OFF BOTTOMN.:J SIDES OF ROQTIWJ. TO
REMOVE ClRCUNO ROOl3.
7, BACK1Jl.11i% OF DEPTH. WAn:R AHD TAMP 14 Wta.E lIAIfTA>>.-.o THE
SlRAJOKrED TREE.
.. BACKFIJ. TOIG", OF DEPTH. WAlERNfOTNlFJfVfl\.EMAlfTAHNQ
nESTRAlGHTEDTREE.
S. BACKFIU. T016'" OF DEPTH. WAlER AND TAMP IIIWCUi MAWrAHNQ
TIE S1RAlOKTED TREE.
10. BACKFILL lliE REST ANDmoROUCtLYWAlERlt, MAlrfTAHNallE
slRAlClHTEtlTREE.
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NOTES: "
"'f."""ANY DE\llATICHffRoll-'rHEABOVE PR6ci::Ss"MJ.. NOTRe CONSIDERED
AS PERIHDUSlln' STANDARDS AlDWtL BECAUSEFOR RE.IECT1ON OF
TliEWORK.
2. DAMAOE TO TREES fROM IMPROPI:R KAMXJNO WLLNOrlJE
CONSIDERED AS PERINDUSlRY ST~S IoNDWlU.BEc:AUSE FOR
REJECTTlON OF ne WtlRK.
3. ON..Y B&B PROPERlY ROOT PRUNEDAHO KMDENEDOfF OAKTREES
FROM ROOTS PLUS GROWERS M.1.BE ACCEPTED.
RECOMMENDED PLANT ESTABUSHMENT PERIOD AND ANNUAL MAINTENANCE SCHEDULE
c.awc..,1ftJ
:=:::=....-.,.,......,.-.-
I" I" r
~..f.,ill'..I~ Ij"'IT~...r.....l~u-i.aL
...~.I_~".EllCl4AI')II
J..,:'f-F-i~f'" -,..~_::...::. A
:....=.,=...."-c: ........ :u.&A J.UA .......t"'""'.u.
::;;;::-.::~:=.,.::~..,....
::=:=-.--.........-..
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....... lIJl&AlUAI. 11,,1,I& LUA F ......... LUA .u.u; .u..u..o..u.\ .u..u. ..:.~_.:::.-::.:,oWft
='::'~=,~&=-zf1~:= = u..u. .u.u; ===::.-:::=-..::.
I 1I ~::'"::~OI_
.-::.~rl.'---..J-i-.
U..TMallUllU'tAl.
1J..'n.IIM"~'
:........,.:.....,....:....fi-t r r r A :::.&.:"=....~:.::==:.w,
u..u. .uu. .LLI.A 1&.1.1.& lIJl&A F u.u. .uu. rr.... ._.____--.
Il Il A r' Il r' Il r Il r .r;.r; -......----.,..
COWER COUNTT 11/ANSPORTA110N
CORONADO PA.1rY. &:- HCl!\7ERBLlD.
GOLDENGAlE BE...UfTlF1c:moN, M.s..T.U.
LANDSCAPE PLAN
I R RIG A T I 0 H LEG E H 0
~
'MlfATlrw "Arm SlWICC.: I'IfDf'OSEtJ .. wnL . f'fJJI>
'0 ,.. VID SlMIEASlatE """ STATlDl WITH AUTDIU.TfD
SEU'~u/SIt,1tt: rlU'1IAT10' srsra AID EUr:T1tlCAJ. "Dlsco.lfa:r.
IIICLttrJE. ,~,I!DY ~FI rMrlXJOlt 1f8:D'TJ&LE. DI DIst:tW.o:r f'OSf'.
LOCATED lit <<DIU II.. 5 Q' MJnE/I. &VD.
i1JJI =~ n:=~:=~~ zz,:.;, ~"~~/=r.a:
~1'1fDf'Os.ED 'lIf/flUTlrw DIll, IIlD-/ttD CUSS t!fJO ~
~ASICU 1'l1'C. 'AXTOIIE fVfPU SUIC.
~ toot ~ ~ TD ID"E MEJ:IWIICAJ. JO/",. lttrCK:Olllfu:rllta
,ITT,IR "rnt TItM$'T1D.AJ.. CASXcrS.
SllltI, fClPE NIOI'OSElJ CUS::S '50 SM II HD/'E CAStle TrllE fISEIJ
-AS IMICAT/DI/lAU' 011 LATDW. u.... rAVED sutfFA:C ClJJSS"/~S.
t. trrllDfS gc DR. 1IQ)1AJI ll#WNEJIDff I"I.MSJ
-I'IffJI'ftSCD 11m-IUD CLA5S lDO IVC WDlAL LlIIE. I'urrJ'E
l'U~lE ~. SIZES VAJIr MTEIt TO I'UJltS.
SOl <Ill po,e 11ffJPOSED ElttTJIICAL CO'WIT R1" '",,'CAT/O' 1"1I" STATIO'.
- D/~/OIAL II:Mf ,1ISTA1..l.AfIOlt. NFE1f TD I/(ffES FDlf SIZES.
ELrr""c SCMltE D/fDI' cQJtDl//T .. COIIlVt:Tr>>t3 FIGIII'f1IICR
lOrE IIA1I1J IfOLE TO TN[ nEl:TIfICAL CAIII.a SDf'ilcE ,uet
10 f'V1II" gAT/OIl.
'II' tsrHEJIIS SU" DIC. //OJ/AJI '''lI:NlJIEJIT I"UJI!H
---++- I'I'IJI'OSED l/lllflCATIOIIIIAlII 011 SU....,. ISDt.A.TlD'VALVES
Br. -iliDl"O!un-,IP-cTiSi-iifirm iiJeiJiDfs-ZD.E LA1L'W. LlIIE.
. - 8 1'tf(J~ "/MID. ItAlIII"RESSVI'E IfEJDSE VALVEi MFEIt TO ocr;lL. .
@ I"/ffN'OSED INtla. IIMII AIR VACWM IfELEIF VALVE'. RUDf TO DaAlL.
______ I'/l:J1'OSED IMtr;A.TICIt IIA111 LlItE f1IaSVRC CHEtK 101".
- . - NlDI'OSED r SCH. 40 lYe ClJllaJlT nJ1f VALVE COB,.,L .,Ra
'01 'R01"(J$ED IM/GATIO. IIAlII FLVSHtaUN OFT. SIZE "' LlIIE.
o
'IfDI"fJttD I,,""GAT/OII ZOIlE r:rJIffIDL VALve. FlaD ADJIIST
I.OCATIO" 1IHf"N:!iIOII1I III a>>tnta .,TH TIfEEA'AUI.
DC SlXEJIOlas lEW"tES A SU'MArC etJlIIIJII RNt E.VERr FDl111 '41
.....va.
I'IfOI'OSED ,- DIA. 3/4- SCH. <fONt IAU. VAlve 11/ 10.
CIICUUJf VALVe BU ""H CMVll.
I'fIIIlVttD IfIIUGATIDJI QUia Cf1fIn",," vALve. FIELD AJ1JUg
1.000TlfJII WIDE SJD1I1I III cwtFlIcr ""H TMUI'AUI.
~ I'IG/'OSED ltCFu:atve 'AVDtDtr IWIIl'CII. ,~, I'OC VALVE Oil GItfNI" OF
:-----, VALVES 0<< 011 UDI SIDE OF TIE /lDJIAII.
~~ :==/&'OF~':,:-~':; ~:t:';:'V~ ~u%.~
~____.J 1/A1'L'IIAL IlEIIlG lIfJUUTfD.
i:::OO=::~ 1t01:Z~ 1lCS-~/5. 'ss-5JO. l'S-SIS. CS-SJIlJ. . ss.".
V ~~"STASt.C FLOOD BUIJBl.CJfS ~ I'Uf l1IfE" AT E1J(;E
''''''I'OSUI CASlleS . OTICJlS. UE ur;,IIEDtII/G IItDINt IMFfIDVEJIIE/fT ,LAMS,
~IfG1OSED CASI'" DGICIIATEJJ lDOffIFICATIOJt
, ffttI10fED CASIIlG SIZE
20' ~:m ~/l$ aTlflATED ~
E9
@
02""
t.25"DC
'"
.."'.
PR-U'
12/1
IWJI'OSED "'CCGLO C'OIITIfDu'ot - ZDIIE alBROL VALve IftJWJDf
I'tCI'OSOJ IMlfJATID' ZOIt( t:rJ/fr"'L VALVE StZE. 1& "" ex:
ntDI'OSED IIIIIICATIDII ZOIfC l'SrlllAR1l FLrJrl Dt'JINftl
IWII'DSED IlIIIlfJATIOII ZDIIE SlWlI(1.U/ HEAD "'E
IWII'DSDI ''''''fJAT'OII ZDNC. CSTIIIATEO 'OCII'rrATIOIIItATC
IWJI'DUZI VALVE COI'TRf.IL .tllE alJDl:)II &/&rlVATlfJlI IfA. SIZES
<9
''''rflSED ELta'IIICAJ.. a.atllcr sa ~ctJ"lfJU.Clf DCrAl~ SHeET
I.srAI1A710. TO DIIU tltCLIItJE EUJ:TllltAL SONICC CllClDSVlIE MRTlfJII C.-I
IIO!MllIOl
IWIII/U COIlrI'DUDt lOCATED DI/ 'DI.DOI CATC ,JJII:W1lT IiGJIAII ./~
SHUL lIE IiODlFltD 1D a,E/fA1"E I"ICrflSErI "'CCOlO ZII If:DIUTE CDI'TIfDLlE/fS.
COOIIDII/ATC ItLflUllfUJ Uf'G1tADE JlJOIFICAT/GlfS .,TH COUlD! crw/IfTT IN/IGATID'
,.1f:I1cr:T MJJ(N;D!. 'I/STALL ,.tCCDU} II'T"DfFAC€ U",T ",111 ..rrH MLE: AJlT'EJlIIA IC".
Uf"(JRADC Uti lIIsrAL1A71DI/ ., CfJUIfTT.
Y~.bj)fficl...
-r.~p~.~ .;...
uiiUif ';'
:~a!fV~-r~'
--'RPM- .,--
i
?1tetJa &,4~
COLUER COUNTY 11/ANSPORTA110N
CORON.IDOPKWT. &-Hl."NTERBLJD.
GOWEN GATE BEAL7JF1C"'T10^~ A1.s.T.U.
lRR1GATION LEGEND
L..:...O::.....~~....
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IRRIGATION LEGEND
<:> IMlurllJ' -.vat SfHCO ,..,..,~ r IrEU. . ""'"
eGl =~~:::~::~~~~=.
tx.U"lJII II ~'M .... .J OI,.not ..~.
~ ~IiORllIllU"_.ZIt'..M4glr'(Jn.1r
lff;):fl.fJC ADDr~ rOWllUl. ecwrlDUDt"""coc. _ 1"lUT.
...n.J:.....~ lMtfArlU "", IIm-,U2 cu.JS_ I'Yt'
cuur ,.,re. ,uruc IVItI'lC SZK.
~".""su "",. ~IIUNiIK.IL~'J/" I~.arl_
,m,. 'II"" r1U.ISIT,.UL s.uxas.
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a<<rll'C SON/~ -.. CNalIr . C06fJIKrOlG nDII ~
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---H--- I'tDIVsrIl 11tIf/~IU .,. M SlIM"'/ I$fJur/l'VAl,a
BZ =~~.I.i,~:'1S'" C&AS no "" .-uJtS
~ ::~~l.*'. nc:J1lJIC MlDSC 'fAJ,..,c.
~ =:.';i..IU.I...," r_IfZJ..C"VAlVC.
~Dl l/UfWq"....." URIWESSVItCCIlG::I' fflliIr.
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BZ
ES 515 .
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3/1-"Or- CS-530 CS-530
/r" __
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o ~=~~~c=Ta:~i=.u.~.,g
:r.:~:~:'1U SD'AIWC CfJwon fill. tvCJr
ED I1I:JI'ftSaI ,. iliA. vr :N. ~ I'Ve ..u VAL"C ,. Irr
r:llall.Mr "Aln' IDI w/rH w...a..
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CORD,v..wopJ..1fT. &:HUNTERBUD.
GOLDEN GATE BE.4.UTJFJ(,~TJON. M's.T.U.
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CORONADO PJ..'WT. &- HUNTERBLl-'D.
GOLDENGATE BE.~[rrIFlClTIO.v. M's.T.U.
HUNTER BUD IRRIGATION PLAN
IRRIGATION NOTES
A. GENEIlAL NOlES
1. lHE PUNS AND DRAftK:S ME. ~ OF THE WORK TO BE PERf'ORWtD. 'THE tltlRK SHAU. BE EXECUTtD Dol A WrHNER
10 AWl) CCNlJCIS wnH UTI.RES AND cmIDt El.DDrS OF CONSTRUCnoN. NClIJDOfG lNIOSCA.PE UAJERIAI.S. Nrt AND AlL
DE'MnONS SHAU. BE 8AClUGKT' TO 'THE ATTDmON Of' lHE C7MIER OR OWNERS.. 1HE CONlRACt'OR SIWl. HOT w..LFW.Y NSTAlL N('(
AS:PD:r OF THE RRlCAT10N STSTDI AS SHOWN ON TlE PlANS AND DRAWlHCS WHEN IT IS OIMO\IS Ii lHE FEIJ) 1H4T 0BSTRUCn0Ns.
CRIrDE DIffIRE1<<:ES. OR DISCREPN<<:ES EXIST nw- IoDGHr NOT Ho\VE BEEN ~ Dt.IRI<<: M DESJGN OF M RRKiAollON SYSTDL
IN 1HE EYEXI' 1lW' NCnI'ICAnON OF THE CXN1JCT IS NOT GM:N 1C THE REPRESOrrATM:, lHE c:amucroR: wu. ASSWE FUlL
RESPOHSI8IJ1Y R)R ALL ~
2. IRRIQ,\llON STSTDI 5HAU.. BE NSW1m Ii IrC:CORDAHCl: 'MlH lHE PUrHS AND SPECIF1CAI1ONS Nm All. CONIRACT DOCUIoIEHTS.
CXlNTJUCroR SHAlL c:ot.Fl.Y 'MtH JU PREYAl.IC lDCAL. OR srAlE CODES. ORI:lOMHCES Nm REGUlA'nOfG.
3. otEDC AHD WJaFY AU. srrE C:OHOlT1OtG. JoICt.L1)N; SDMCE urtJ1Y l.OCA11ONS. PRIOR 10 1RfNCHlNG OR DIGGlHQ. COOROCHATE AU.
IRRIGQ10N S'YST(),I o:JKSIRUC'nON 1IImC EXISTJrfG NaJ/OR NEW PlRnHiS 10 AVOIO ootflJCf OR ~ wmt LDCAllON OF
f'F'NO, SlEEWrfG,. CA8l.ES NfO SDMCE UJImES. lNE IRGADON CCNTJW:TOR ts RfSPONSl8lE FOR c:ooRCII*mc ~ wmt
AU. OnD c::oN5tRUCnoN ON srre. ESPEaIt1.Y l.NtaSCAPE INStAUAl1ON. ~mN S'l'5TDI IS 10 BE RflOCAlED AT NO ADOIl1ONAI..
COST FOR Nf( aH1JCT wmt I.NfllSeNIE ~ OR Nfr OtHER srrE COHSJRUCnoN Oft OOSTWC C:ONtmONS. AU. COI.FONOO'S
11W ME NCJT' COHT.4UG 1lmIH TIE SPEDFJC AR&\S SHOWN ON 1lE DRA'W1<<::5 1II1U. NOT BE ACCCP'Im. AU. PIlI<<: AHO OTHfR
Cl'Jt.lPONOrlrS ME to ~ wmwc 1lE PROPDOY Of' lIE 0Mmt..
... WHmE DCZitN: OR HEW 'TREES. LICHT STNmoUmS. SIGNS. ~ c::oNiRoums N#JICM. OTHER OBJEI:1S ARE. N<I. OBSrRUCOON .
10 Nt MRIGADOH SPRINJC1.ER's PAYTERN. lHE COt.FONDfr AND PIPIrfG SKW.. BE RElDCAlm AS ~ TO ~ PROPER co.uw;E
tmMOUt' ~ llIE 0BSTRUCn0N. DfGlNEDt ... COH.UCnON wmc lHE l.ANDSCN'E NtOITEt:T OR REPRESEHrA1IYE TO DETERWlNE
WEnER 0BSTRUCn0N cx:aJe OR NaT. - .
5. ClOWPOfCD(t' SPJaJrfG IRE. UAlIl:IllAL DO NOT' EXc:&D SP.o<<: SHOWN OR NOTm ON lKE PlANS. COW?ONDn' SPACafG YA.Y8E
..J.DJUSIED..TO.ACC:OIAlODA.TE....CHo\NGES It.lERRAI'l IHJ P.UMJrfI:- tA'l'OOT AS-lONG #S lHE UOOlfED SPACN: DO NOr-EXam nE
. SPJrClHC SHOWN II 1ltE PLANS.. UII.ESS SHCMN ~ IJRG,UJ()N COHTRACrOR SHAlL Pftl:MDE l00s COVERAG[.
. '--'I.-~'~'Nii'EDuPUDa~'SH.w.'8E lH5fAUii,'A$'OETMm ON 1iE~ IF'lHE i:W.Mxcs DO NOT THOROUGHLy
DESCRIBE lJtE '1I:OO<<MS lOBE usm. 1HE NST~ SHAU. FCUOW lHE I6rAl.W1ON W[tHOOSj'NSTRUCnONS RECOU\IEHDED BY
THOR 1WM'ACnmR.
7. lRRlCo\TION cetmUrCfOR 9W1. AD.kJSt' AU. Sf'RINICI.ms. 00Nllt0I.lDt NfO OTHER DEw::tS TO OBTAIN SPEaFEJ OPEMTNJ
~ ~G CXMRAGE. 0PfJWWG PRESS\.RE. F\DW RATES NfO 0PERAll0H TZWF. AS IrfOICATED ON mE DRAWINGS IKj
ON DIE IRRIGAJ10N S'mDI SPO:I'lCAnOHS. ADJUST AU. SPRHCUR5 TO A\'DID or.'ERT1lROW OF WATDl OHIO RQ.lDWA't'S.
a. COfrlt1UCTOR TO PRCM>E NSTAllATIOH SH)P DRA.wn<<:s AND WAMEJCYURER PftOOUCr N'OfUW1ON fOR ALL tRRIG4'nOH CClWPONDnS.
All. INSTAI.1At1OHS SHN..L BE AS ~ 8'( ~ lHE ClUNmJES SHOWN Irf THE LECEHtlS NfO S'NBOl. SHmS SKAU.
NOT BE USED FOR MJOItG f'tRlOStS. 'DE COHTlW:TDR Ml. BE RESPONS18lI: FOR CONDUCTWG Ii. c:ot.D"REHfHSM: TNCE~ or
""lUULS TO DEnR:WIE 1HE IrCT\W.. ClUNmfES CF 1t.C4.TERW. NECESSAR't TO DECIJTl: lHt WCRK DESCRIBED ON lHE PUrHS.
t. IU TRmaES SIW..L BE BACXJ1..Lm YlnH ClENI. DEBRS-FREE WJERW.S 10 90S DDGnY. C1E.NC SAND stWJ. BE USED FOR BEDDING
u.umw.. F PJrRDfT SOl. CAltNOT BE ADEQUA.lEU' RI:l Of ROCK AND cnHER EXTRANEOUS DEBRtS. PU.1JHG PPE gW,L BE PROtI8lTED. H.
10. AU. SOlvorr 'IItl.DNl: SHALL BE PRtt:mED B'1' ~ or mE F1Tl1NCS AN) PI'[ 1& RECOIAIEND[D B'( 'DE YNU"ACIURER.
11. COHTRACroR TO LABE1./NUJr,IBE ALl. ZONE VALVE CXMRS WITH CORRESPONOIHG CONTROU.ER ZONE NUUBm AND ISOlA11OH VALVE BOX
COVERS M1H RECORD DRA.WNG MneERS. PR'CNU: TAGS TO AU. VALVES AS SHOlftN PER DDMS.
B. IwWNUNE c!c PiPING
I. ALl. IlMiA.T1otf 1IIUf(S) . SlSBLWN(S) SHAll. BE 1120-t22O QAS5 200 PW: GASKEmD PI'E MTH GASXErnD mmcs. EXCEPT fOR
Pl'1fO 1lmOUGH SI.Et\tS. AU. PFES USED DOWNSTRrN.l OF EACH RaIOTE COHTROl VALVE SHAlL BE QAS5 200 p\c SOl\'e(T WELD
PIlE tH.!SS SHOWN cmERWIS&
2. 1HE oorrH OF' ,tU. t>>CES SHAll. BE AS SPf'UJED PER. PI.NtS NtO DETNlS. I.IE'ASl.lRDfEN SHAU. BE FROt.l TOP OF Pl>[(S) TO F!NISH
CR.AOE. COHnUCTOR wu. BE RESPCfCSII.L FOR RETRENOIN(J AN) Rl1A'fN: Nlr PIPE NOT UErHQ SPa:F1ED DEPrH{S).
3. AU. UNHl.I<<S WI.L BE JrCStIUfD 'MnC " lRACNO TAPE lABElED "NoN-POTABU: ERRICAI10N 1lIADr.
4. AU. PPIfG S1UIlOUIS fOR FVn.IlE ZOtE EXPNotSrJHS SKlU HAW: tHE om CAPPfD. AtIJ BE LOCATED USZNC " .MI9O VAL\'E BOX.
5. AU. IatIC.\1JClH 15 TO BE lDCATm .. lHE YttlIANS.. AU. ~TIOH lHS ARE TO BE IHSTAUm AT lEAST 3 FEET fROt.IlHE CURB.
lL AU. UA.DC I..M: 1nTH NO VALYC WRE SXAU. KA.'t'E N'PROYED lOCAlOR DE\'laS E.YDn' ~ FtET AND liT DREC'TlON aw<<:ES.
C. SlEE.VING/CASlNGS
t. AlL sr..a.w<<o INSTAllm 'MlHIi lHE lItQIDWAy SHAU. BE INStAU.ED usrMC DIRfrnOtUrL BORlNC lECHNOl.OCY PDt fDOf STAHDAAOS NCD
!PfX:IFJeA71ONS "\1TUr ACCOIrAIOOo\lIOHS YN<<W. - lATEST ED'TION. AU. stEDr'lHC PIPE SIZES SHAlL BE AS SPECI'IED ON PlANS AND
ItStN.1.ID 'MTH C7MER N'PRCMD lDCAJNJ Dl't'lCES; I.E. 31r.1 SCOTOa.WtIC WAGNEnC lOCAlIHG DISC AT E'ACH DC) ON TOP OF st.EEW<<J.
2. Nt( F\1nItE Sl.El.VES SH.lrU. BE CNlflED Nm lOCATOR DCSC IHSTALLED. A8IJClOtE) SLaVES SHoW.. BE CLOSEII PER FDOT 5I'NroNlDS.
3. ALL Sl.EEYtS SKo\U. EX1DCD I F'EET Bt'YtlMJ IHf P"VDmfT EDGE AND 4 FtET BE'rOND BACK OF a.lml.u::,
4. AU. 5lEtVES SKlU BE 1M) SIZES I.JrRG[R mtH lHE PANG ~ OR 1& srzm PER I'tNI.
IlEVISDU
1&(ja & r!~
~:":=:...~~..~
- --. ---.
_-M~_.:,C-):'
D. ISOLATION VAL\IES
1. AU. GOI.At1ON VALVES SHAU. BE BRASS . ISClA110N VALY[5 SIW.1. BE SZED AS ICE)(1'FU) B'1' 5nI8OlS ON 'DE ~ OR 8'l'
M4T01HG lHE SZZE OF 'THE PftS l1tEY OCCUR MnIH. YAL\e OIF 3/4- 1KR:OUCH 2-1/2- SKlU lIE "DRJDED. YAI..\'fS :r Nfl)
I.MCER stW.1. BE F1.ANCm.
2. AU. ISDl.AJJON VALVES IGTAl.LED AlONG tHE ~ SKAU.. BE ImAU..!D WITHtC " .MBO SIZE \W.VE IlOJC. REJt:R TO DEYMS
AND SPECI'1CAT1ONS FOR YALVE IGTIUAnOHS. 0JNnW:r0R SIW.1. Pfl'CM)E \?LYE BOD( EXTEH5IONS 'MEN J<<a:SSNrY.
OUICK COUPlER VALVES
1. AU. CMCK COUfl\Dl: YALVES SHAU. BE SR.\5S. QUIQ( COUPUR YAL\e SIW.L ~ IiI LOCAlIClHS SHOItI ON lHE P\.NfS. F
APPI.JCA8tL ClUCK COUf'I.!H VALVES SHALl. BE INSTAlLED II .unlO SIZE YAL\'E 80XIS JHJ M; DETNI..ED Ctf lKE CfWIrItGS.
E.
F.
CONTROL SYSm.t
I. COHTlW:TOR SHALl. BE RESJIONSII.E FOR C~ IRftGA.TION \W..\'E WRMC TO DE: CONTROW:R LOCAnOH PER. lHE PtAH5
AND SPECn:.\11OHS. AU. twIDWARE HECfSSNft' WUST BE J<<:lU)ED AS PART OF COfrIE1lON SElMer.
2. COKTRDU.ER(S) \fMJ. fMoYE " IWN SENSOR JMD S'l"-PASS S'MTQI IrCStAU.ED TO UEEr StuE Nm LOCAl COOES. IWH sm50Rs
AND B'l'-PASS SWfTCHE3 AI.SO WI.!. BE INSTAWD If ACCOMW<<:E 10 WANJf'ACIUflfR'S GUDELI6. COKTlUCfDR SHAU. IfSWJ.
~D we: RAIN SENSOR.
3. rr SHALL. BE ntE RESPDNSBIJ1Y or THE ~l)()N CCN'TJUrCTOR TO COORDIMA.lE wmc cmtER 1Jl..\DES ON SITE. PROCRALI OR
SCHED!A.E 'DE IUOOoVDI S[QtI[NCE FOR 1ME IVaGotJ1ON 5'mDI DlJRIrfO CONSTRI..Il::n: NfO NORIoW.. 0fl"E:JWl0H 1M1X.. DW.
.tC'aJ"tNCf In' 1NE OWNER. COHTROU.ER Ie YALVE OPEJWJDN SfWL BE QIIfOfrfOLOCICA
REMOlE CONTROL VALVES
'1. AU. COh1ROl YAlOJES SKIlL-BE NSTAllLD wmIN n~ YIXX1: OF' lHE.1r.llDWC.1:CHTROl-Y.....\U-SHoW. BE 1l4E t'I'K: Nm SIZE 1&
SPECRD HEREIN NO lNmCAJED ON THE DRAWINGS.
. -.- -.-------.---.
G.
2. '#ME sm:s FOR CONJROl. YAL't'E 00liHECnDNS TO THE cctn'ROlUR M.J. BE awm srJU) COPP(R u.. Nl'PRCM:D ~ BUfaAI..
WIRE '12 c;,.UGE f'OR CONWON 'fM[ /R) '14 ~ FOR IrCnVAJDC HttS. RED flH WIl. lIE USED FDI: ACIIVA11OH. WHrtt MR[
FOR CXlWON, ONE AOOmOHAL wtfTE WIRE CONTHJOUS AI..IlfCC OOIIE IUrI'OI LK. NO OE lrOCmOtW..'I4 CREDI ~ FOR
SPARE JrU)NG EHmE lD<<mf Of' IrUr.W lH. THE COHTRACfDR SJW!. F\IRHlSH UFJCXHT' MRE cotS FOR EXPAHSIOH. AT H.l.
YALVE lOCAl1ONS R<<J AT SUEV[ om AND cw.NCE or DJm:TDC5. DC SCltDfOI) REQUItES A SD'MAJE COWON fOR EVERY
fDUt (4) VALVES,
3. AU. EUCJRlCAt. SPUCD SIW.1. BE WADE: USING 3W-tlB'l' OR 3U-3S70 SCOTtK.OCIC sot. PIDC c::otI<<r:rDRS AS DETN1fD HERDl
... AU. YAl'Y[ W!RlNG SHoW. BE ImAI.UD PER PI?E "1RDfCI-.co DfJ'AL
a. AT NO TDrolE WlL UNSl.[E.\'(I) WRING SHARE "THE SAWE SlfI\'E YmH ....... LNS OR emu PH<<i. 'flRIrtO SKlU. BE tC DEJXAJm
sums.
VALVE " SPUCE BOXES
1. AU. YAlVE BOXES 5IW.L WEEr SPEc:lf'l~llONS. BE SIZED It IGTAl.LED AS SHOfiI'N NC DaMlD HEKEJN. mP OF YALVE BOX!S
SHAU. BE 4 N::HES HIGHER TlWi GRADE WHDl INSTAlLED. cotmUCfOR TO RDHSTAU. NO U'YEl. BOXES F SOL SD11.IfC 0CtUa
2. wtOE POSSIIt.E AHD F'EA5IU: ICSTAU. VAL\'E BOXES ~ I'I.N(TJ<<; 8EIlC.JtES. NO VM.YE IIOlCES SIW.1. BE NSTItUD wmtN 3
FEET Of' A SZDE.WAI.JC OR OTHER ~ usm $M"1a. SO F'ROtI Nt( WICUlM: RQlOII.\1'S 0fI If lHE c::onm Of' RO.lDIIA.Y
WEDW&. DO NOT 1fSTJU. AT 1HE BOrrow Of SWALl(S) OR Nf'( cmo I.DW' PONT.
3. COHTRACTOR SIW.L lOCA1E AfC) ftN; AU. YAlVE LOCATIONS PRIOR TO NSTAlATION fat ofrPPROW,L BY DE: UHOSCAPE AAOIT[CT'.
POP-UP SPRAY HEADS & BUBBlERS
1. AU. SPRIN1CLER HE'AD5 WlU. BE ICSTNJ.ED JHJ CON\Itctm TO lAlDW. IJNES AS PER otrM.S.. 1M: SWMU:ST PPE srI[ AIJ.DIIIltD
10 COHMECT SPRNO.ER 10 SPRINICllR SHoW. lIE 3/4- OR AS SPEDfG PER PlNL
2. AU. POP-tp $PRA.Y HrJrDS SHAll. IE 12- tlCH POP-UP SAW' HfJ,QS AS SPmFED tDEtC.
3. AU. TRtES NffJ PAlJ.CS DESIGfWED TO KAY[ stI'PWIEHTAL 1UDCOA.11ON SHAll. HAW; rr If M mtU Of 2 PRESSURE c:ouPDfSAlIHG
nooo TYPE !lUBIl.!RS. THE DISaWIGE RATE stW1. BE: (1) 1 Gf'W NOZZll; PER TREE ON nu. CCMJWi[ SP'RAY HEAD Zata:
(2) .5 CPW HOm.E PER SIMGU: ROW' SPRAY HE'm CCMRACE. OR ROTNh' CfM. tEAO cn.u. CCMRIlCl: OR SI<<:LE ROW COVEl'W:Q
CCYERAGE. THE BU8BLEJtS stWl. NGf BE WSW1.ED ON ltP OF THE AOCmWJ.. JrDJlCOf1' TO THE: T1UfX. lHEY SHAlL BE ICStALUD
AD..IACEHT TO THE ROOTBALL PDlNEttR. AWA.Y fROW na:: lRUNK.
4. SPRIJI([R NOmE FWIGE SHALL BE BASED ON THE SPJr.CIC SHOWN ON 'THE Pt.N(S) OR MrA5 TO BE CXMRfD. lME
CONTRACTOR SHAlL COMSUU" wmt tHE lNmCNIE NloctCl' f'CR NOZZLE IoDJUS1WEXrS AS HaDED.
COWER COUNTfTRANSPORTA110N
COROXADO PKn-Y. & Ht'107ER BLI'D.
GOLDENG.-ITE BE.-lUTlFlCAT10N.M.3.T.U.
IRRIGATION NOTES
NOTE_ ftberglo.ss RelnForc:ed .Enc:tosure with
Forest Green CheMlc:o.l & lAtro.vlolet Gro.de
Gelc:oo.t Flnlsh. Ho.lnto.fn 3' dero.nc:e fro",
QU sides of' PUl'lpsta.tlon.
1) DISCHARGE ISOLATmN VALVE:
2) FLOW METER/ MAIN VALVE CAPABLE OF COMMUNICATING WITH
MOTOROLA CONTROLLER
3) 2 GALLON PRESSURE T ANI(
4) ROLL GROOVE: MANIf"CLO
5) DiECK VALVE (SET IN WELL)
6) DISCAHARGE f"IL TERS WITH eo MESH . AUTOMATIC FLUSH
CONTROL VIA MOTOROLA CONTROLLER
7) IOHP SUBMERSIBLE PUMP ClSO GPM l! 60 PSI> SET IN WELL
e) 47'101 x S6'L X 4S'H FOREST GREEN f"IBERGLASS FLIP TOP
COVER
9) 52"" X 62'L WELDED ALUMINUM FRAME
10) UL LISTED CONTROL PANEL 101/ VFD CONTROLLS IN A
f"IBERGLASS ENCLDSURE WITH FAULT RESET/DETECTIDN VIA
HllTORIlLA CONTRIJLLER, LOSS l!f" PRIME. LOW & HIGH PRESSURE.
AND TRANSIENT SlRGE: PROTECTION
11> 8' X 16' VENT Cf"RONT AND REAR)
12) STAINLESS STEEL LOCKABLE HASP
13) STAINLESS STEEL HINGE AND HARDWARE
14) N/A
IS) 5'101 X 7'L X 4'T CONCRETE SLAB
PUMP PERFORMANCE
150 GPM @ 60 PSI
MODEL # VFD-NETA-SUB-IO-230-1
NAPL.!;S !;L.!;CfRIC
MOl OR WORKS, INC.
2088 J&C Bt..VO. N,APl..e5, fl.. :?4109
u,Cjee & J'!d44date6
__. -......
.-...
COWER COUNTYTRANSPORT.4T10N
CORONADO PKWY. 4: Ht'NTERBLr'D.
GOUJE.V G.UE BEAlnIFlCmo.v. MS-T.U.
IRRIGA110N PUMP STATION
LO:"'.COP. Nd'olt.c:'.u~.
Submersible Well Pump System
Variable Frequency Drive
Fiberglass: Enclosed
Model: VFD-NETA-SUB-IO-230-1
Purpose:
To provide a complete p..filbrit:lled wriable frequency drive skid mounted fiberglllSS enclosed p..ssun:
dcnumd submemble pump S)'Stem with UL Listed Industrial Control P~el The mnnufi1ctu.re will mnnufacturc,
flow test, zmd warnmt the system to meet all specified operating n:qlliRmcnts described below and in system
delllil. The .)'Iom shall be Modcl # VF~A-SUB-10-230-1 as manufao1mcd by Naples EIee\ricMotor
Works, Inc. DfNnples, Fl USA 239-591-1313. This spccificalion descn'bcs the general components and minimal
optr.uing requirements md sh::ill Dot be construed us a manufacturing guide or complete list ofrcquin:d system
components.
Frame:
The pump st:l.tiOD. will have a prefabricated welded 52"x 62" aluminum structural skid. Aluminum supports will
be provided for mounting of eoctrol enelosure.
Lo,,,' Pressure Protection
The syslem "ill shut down if the pressure drops below. preset pressure for 30 seconds and .Inw-pressure f.ult
"ill be indiC31ed. The system. will remnin offuntil reset
Drive Fault
The dri,'e has numerous o\'erloild and sOlfety faults including phoue loss, lowlb.igh voIl:1ge, high current. internal
hcot sink o,'emeal, ground f.ul~ shnrt circuit faul~ the system will shut off and the f.ult will appear on the
operator display. All key paramete!! will also be recorded lithe time of fault and the last 10 faults are stored.
The system l\ill send a fault output to the MotoroUa Controller and c.an be reset via the Motorntla Controller.
Protection Equipment
Fused discoMect ,vith type R current limiting fuses.
Silicon Oxide Vmistor voltage surge protection per phase.
Thermostat controlled cooling f:m for control enclosure.
VariabJeFrequency Drive:
VFD v.ith the following fe:1tUTeS; overlo:ld t:lp41City nominal 110% for 60 sec 150% p~ pov.'u loss ride-thru:
2 see, auto restart after power loss or reset lable f.ult, feedb.ck signal loss delectiDIl. 32 bit microprocessor
.Fiberglass endosure.:- .._._ _ ____ _ ____ _ __. ___.... _._...._ _ __. _ _ . _ .1_ogic,.~I>.keypad.display,.S Iines.~ l~ ch~te~b~k.li~_l\i~copy ~ct!~n,npn7v_olatil.'!.m.~mo~/pro1l!am
Th.e pum.p-~iiQ. wjllb.''-~Dmplctely enclosed bH!PJcst Gleen fi~rgli\SSc.cIDsure 4T.'x 5~"x.45~ El>'!OIP!<_..__=~".,"8.=d b~:..n:Dmtor, RS~.22148~ p~,: ~?db~.pro~ocol, meter fun~ons: VoI~ ?",p, kilow.l~
ism:mufilCtuted toASSE lOGO specifications with l1minimum 3/16"thickthi.wtropie rcsmreinforeedwith -.
fiberglllSS slr:U1d, protected with 18 to 20 mils ofUV isDpthalic polyester gel coat. The IDckoble Ilip top lid
design Gllo,,'s ncc:.css for milinten:mc:c with:m. overlapping lid sc:.mn design Corw=1herproofing nod wndol
n:.sistancc.
Pump aad motor:
The pump will be a Berkeley 6" twbinc I)pc subme!!ible liquid eDd "ith ASTM A48 Class 30 disch:uge
:ubpter, top :m.d inlennedi:l1c bowls. Impellers wilt be silicon bronze. Bearings 011 disehilIgc, inbke. and bowl
"ill be DCopn:ne. .
The motor "ill be Fr:uUdiu 6" r:IIed 10bp, 230v0I!. 3450 rpm al 60Hz. Motor sbell ODd splined output shaft "ill
be swnIess steel. Kiugsbury4ypc waler Iubrit:lled thlUSt bcoriug. Pressule equalizing diophmgm. Henneticully
seo1cd WindiDgs.
Pump Pedormance:
The lequin:d pump perfolIllaDCC at a 30' depth in the well "ill be 15OGPM@ 60PSI
Irrigation pump tontrols:
The V:1riablc Fn:qucncy Drive :md :Ill electronic control eircuitry will be mounted in a fiberglass NEMA 3R
ruted cnc!o~ with a gaskcted locki1ble-hingcd door with stninless steel h\ist lock lntehes.
Opcmtion
The S)'Stcm utilizes a V:1ri:1ble Frequency Drive to opcrnle:lS a pn:ssure dcmnad sbrt redueed flow retirement
The station m3iDtUns a fi.'tcd dischilIge p~re that compensates for val)ing flow demands 'within the
capabilities of the pump.
son SlortISlop
The S)'Stem soft sbrts to the opemting pn:~:md soft stops :l1 retirement vi~ 3 progr.unmilbIe r.unp time.
S~"ltem starting:m.d stopping com be eitherpressurc dem:md no-flow retirement or clock start Cram the irrigntion
controller.
"'" ....
11td;ee & rt44<<iate4
RtVIstJ NUl LK LATDJT
LA.....c:a". ""....It.ct.....
. .
--. -....
--....,...-
Pressure Transmitter:
A 4-20ma pressure transducer will provide 3 feedback sign011 to the VFP PI control for constant pressure
control. The tmnsmilter is CE recognized with 17-4 PH stainless steel hDUSing:md meets NEMA 4 (IP65)
protection ratings, and is shock rated 200 g and vibration rating of20 g SO-2000Hz. Pressure range is ()..100 PSI
v.ith a 300 PSI over pressure rating.
Flow meter:
A normally closed hydrometer witt provide total and rute display +/- 2% accuracy within its rated flow range at
10 to 22S psi. A reed sl\itch provides pulse output for flow monitoring.
Self-Cleaning discharge fdlen:
Net:Lfim Disc-Kleen filters with amwmwn operating pressure of 140psi with 80 mesh filters will be coMected
to the discharge mmifold. Auto baek flush controtled by the MotoroI3 Controller will be discharged to Q 2"line
into drylvell (dry well provided by others). .
During back flush alternating filter batteries are taken offline and flushed while the other batte!)' continues to
filter water for the irrig.tiDn systelTL The filter discs ,viII separate during b.ck nush cycle for optimal c1eoning
to the header.
Discharge Pipe Manifold:
The pipe discharge monifold shall be constructed ofgalv:tuized sleeI pipe "ith roll groove fittings. A butterfly
nlve will be provided on headers 4" or greater and a bronze b::illvalve on anything smaller. A 2-gallon capacity
pressure tonk ,viII be installed on the p1Ullp skid under the cover and connected to the header.
'Varranties:
The pumping st:ltion components will be warrnnted by the m:mufilcturer for a period of one }'eor from dale of
m:mufaeture.
COlliER COUNTY TlUNSPOIU'A710N
CORONADOPK1f'Y. 4: HUNTERBLl1]).
GOLDEN GAm BEAU1JF1C-I.TJON. M.s.T.U.
IRRIGATION PUMP STATION
Cob"et Cob"et
-B. ",.,.
Controler EJecb1caf
!!!I!!!
I
.,..
I
1" ~4" SQ.
..0:.: :~t'.. 1":....
~
LECEND:
L ~ STMIDS SUI.
Z.loIt1DllGICot~.A;.
~ Mv.. rea 2-WIE smDI
"'--
.. tra1Dl3lOtPmr:ltN..
--........
s,I'CIRDCIONOII(I[IUI':-r
... MOOaI_ D1DG r
.......""""'-
aT DamIIIC ... It:a
,.... ... .......
I.rEU.SCH.IDUlICS"CD'
1U.RIl\'.I&.'C1IU K.==-J/!'.r::-lfifJ:!s.P'VCCOD,rT
7. ~~~~...:m~:a" u.fNIHJlaua:lY~
-=s.IJlUX11Cl.l,I'\C."IIO:X1ID w.turnaI"'tu-.asu._
~--...&..-r. ...lY-f'.t.JSft~IalQ,~__
L y,",~ tu. 3PL'I'1[ Da:UO we CIlIUJT
......
1&.CC CIIIIlQWlS -.L -=- 'DE MDrU.A'IIIl1
CIJ"~s-."".I.U."""""
"~1I'IX:Q1l~~~.A.
to.~wcumc"..
....................
IL'~ w.. SPUl1t t>>-VlU' sava:
.......
u.~~~
_I'\JICMIIIS.N~Y
t1......RIl2-..1CT1N'CIlSM.
-.....-
GENERAL INSTAllA"ON AND Bro NOTF~
L~StW1.PlKNDt~Tsnm
~SftlDlCIClY'ICXtS~lI€SDMC!
L.OIO~TMZ IIID.IIm ,.TbOISEllWZUltA1lCIC.
2. oIU.arz:vee_SlUU.IRPal N4mw.
ST,.lE NG/fIII, t.ClCA&...... ClCIla, ClIlDIMoloIlCES
........-
1~~~~A~1E
4""~UItA'KP!.aPST.urtCDlfAtrlJL
IlWCSrUM;K. 1M KAA. smQI NSX: ~ CAIIIEt;
L CD1D COMIT lD ..,. If1M
lIODaA -.:Tal ~ Y.
aJnlI.IClaIll'O 1IlI1GTIUA~ S1S'IDIl
~tm)~.A. CN-S1Il:
aT IOlM CAa€I1I.,...... so
CDlftrIENCI RlLT~1DW.
ENCLOSURE "B"
LUAU l;All;UlA IIUN~"
3 "........
COMPONENTS
1-10 HP PUMP SINGLE PHASE
~
CONDUCTORS
~
_AMP@loo%DEMAND
TOTAL:
L 11IC1IICA&.DIC:UZII.-. lLCPDINlfAot~__
1'AHD..""Ma1ICIUILIla1JIC.Il
2. ~":1'O lIUT JOID tm-Wo,T 2Jt'C. CIMUT 1'0
CXlWNrlPIDPlCA'lDCI" '1.~I'.wa..-DCIn'ca:uT
:&. ~:..:.:rs:.... ~""::~1m'ca:uT
.. ir DnDaDII'IZlCSUl. u.:c:r::: S&IUl'II: CD-Wo,J'mM%
s,PGlDCIlMaIIE'Ir:u.5I[_r ClOIf1IIllWJl:~T(c:s.l)
.... 'HCIOaS - tt1DO r I<lICWIZS en . 1OMJW. ~
1ETClID0JniII[~ 1nNP'I.fIe.IoIIlS.IlCAaCTT
L ~~U>>tQ M.~~~~~:zja~S1NGU: PHASEI
$JIIIJIDLrtaQCUlllllll;'-; u.naaGlUOl:
1QCIIEUD-. 1Lalo'lCCllPI'DtCllllCUClWICII1H
7. 1'"SM.1D1"l'C~ \LN'I'IlO\C"':1QIlllDD:l)..~tEU)
& =~c:~.rcu: IT.~=;;~::~
.. PMll~ caII1IlOLltrCDaIT 1lllD.:aN:NIaA.I'UonCY.Iollll_
to.~a:tnRCl.InKLIIr1'NQ FUmW1M~~PO.CIV.'IU.
S'\'SlDl..~..1't.UlS. \Lt/'i"lllA.$CAL1ITI:1lIKUG"CDCUT
......
ElECTRICAl CONTRACTOR:
~ ELECTRICAL ENCLOSURE "A"
't::.J lII.U ---
IRRIGATION CONTROLLER & ELECTRICAL SERVICE ENCLOSURE DETAIL
NoT.5o
CONTROLLER &: CABINET BY COUNTY CONTRACTOR TO INSTALL
IlEV1S_ ~&/t~
WOiE . ASSOaATES
~":'"'..::::::..t'''''lt.O~''':'''
COLUER COllNTY TRANSPORTATION
CORON.-IDO PJ..'1f'Y. & IIUN1ER BLVD.
GOLDE.NGATE BE..zur1F1CATIO.V. ~.T.u.
CONTROLLER DETAILS
~
........ NO WYE
-
:tV
' .
,
CROSS TEE WITH PLUG
VERTICAL BEND
~NI!A ~
. .
rO. !
r.O .
: . " .
. , ,
IT..1/2"-J/4" """""" .
y~-~;~~
J. '.~
tIE'MIG AREA r ! I
~ ~. Bf'ARWG MfA
lIloIRD TEE WITH PLUG lYPlCAL SECTION
Ilt!"'IlCI"P< 1/2"-J/4".,,""""'" ~
- ~ I t
. .
,. """"
"'''0 'IT WOH ~:.':
Il'ARINO N!EA OFFSET
..... IDIM: NOS It ~ RlI: 'nfIlI5f IlDCtIS.
= - .....
,- I I 1 1 1
'"34213
a-57 425
10. 8 12 IS J 9
12- 12 15 SI 5 12
10- 10 20 12 7 18
20" 24 20 17 10 24
24- 34 34 24 13 34
=
1. ON BENDS AND TnS. EXTEND THRUST BLOCKS
FUll. lENGTH.
2. PLACE BOARD IN FRONT OF ALL. PLUGS BEfORE
POURING lHRUST BlOCKS.
J. POUR 1HRUST BLOCKS AGAINST UNDlsnJRBED
SOIL WHERE lRENCH WAI...L HAS BEEN DIstURBED,
EXCAVA.lE LOOSE SOIL &; EXTEND "THRUST BlOCK
TO UNDISTURBED SOIL.
4. IN BA.CK FlWNG, /tNf I.IUCK ENCOUPiTERED StW.l..
BE REJ.lOVED ok REPlACED Wlrn ACCEPTABLE
""TERIAL
5. BACK FU.l UATrRlAL. SHALL NOT lNCLUOE ROCK
OR BOULDERS.
6. THRUST BlOCK ARE'AS BASED ON SOIL BEARING
LOAD OF 2000 PSF. & UNE PRESSURE OF
ISO PSI_
7. ALl IRRlGA.noN UNES LAAGER THAN 2.
ARE TO BE iHRusr BlOCKED AS 4. SIZE.
THRUST BLOCK FORMS DETAIL
..T,S,
"l&C)u & T!444date4
~a::=,,~\,::-
- --- --
_fUll_ ___
STEP NO. t.
STRIP 'MRES AM) APPLY
SCOTDLOlC Y ElECtRICAl.
SPRING CONNECTOR IN A.
a.ocKYllSE D1RECllOH..
~
STEP NO. 2.
i
~
~
STEP NO. 3.
PQ9T1ON WIRES IN 'MRE
CfAAlNEl..S AHD
CLOSE INSUlATOR
nJBECOVER.
Fe:
24 VOLT WIRE CONNECtToN DETAil
N.T.s.
IRlllCAJ'IQHIMftIJN(Oft
.........UlE.
~
1m<<:KIHC DO'1M F'Dll:AU.WA.IN LINES SKlU.ItJ.1CK:S 1KISSN'f'RCNED 8'l"1AHOSCAPENtCHltD:T
TO It RmUall BECNJSE OF YMt l.N: LOCAllON eM DO'1M t'ONf\.I;TS. MAN UO INS".-'LUD lDI%lDI l.NIC:E
CIrHOP'l'mEIS OR PAlw:5 SHAU.8EAfA DEPfM OF"'-.
AU. tJlDICI&NG DEPm5 SHOW AR[ WfI.llAL IN 1K[ E'tEN1' nW' WIIIllN TRDC:HI<<: DEPtMS
All[ JCT WET. nit TADIOfE5 StW..L E( AE-DlC4\14tm.
l)[YIM ~AIltTV lit DONl!:fROIr.l fWSH ClW)[TVTtIP OF' ~
PMMOE A ,- WNWUloI VEJmCAL SD'NWIOH IlETlII[[)I loINN LM{!>1 N<<J l.AI[JtIIl ~~
AU. 'fRf)(QES SHAU. lIE IlACCfU.ED wmc a.f:Nl $Ol. FREE 01' DtIlIIIS Ai:: NOJIOUS 'MmS. 1RDICtO
SKIrU. BE: COIrIP.ICEIl TV A 9~lC STANDAAO P~ DEH5ITf. ASnIOlWI-7a.
PF'E Pl.U.JHC nR)lJCH LN-nttNOU SOl. IS NOT Al1DWO) LIftlER IHr ~NCE.
TYPICAL TRENCHING DETAIL
COWER COUNTY TRANSPORTATION
CORONADO PKWY. 4: HUNTERBLI'D.
GOLDEN GA77: BEA.r.rrJF1ClTION. US.T.U.
INSTALLATION DETAILS
..LJwao YAL-.E BOX Vl11H LCOCABLE LI) '11Im r EXTENSION..
!ET ON &flOC SUPPORts ('~ PROW)E NON-1flIOCMM F1LlER
FAIItIC"tH 4- LAYER CF PEA. CiRA\EL CH TOP CE flLTER
FA8faC. T~ fl.1Dt FABRIC TO EXTERIOR OF YALVE. lOX w.1H
DUCT TAPE. PftOW)[ A ,- F.F. 0\IEJll.A,P FROU BOTTCloI OF BOX.
lOX StW..L. lIE SET fUI!H .uc I..EW.. WItH CRAOE.
n<<HD ClWlE
2- . ,~- w.r.NUAL MASS CAt[ VAlVE.. PRtMDE 5'" LONG IUPU: AT am.ET.
VALtJE NlET SIZED sac 'If PVC lNREADm NPPl.E CONNECTED TO VAl'o'E.
_ QJT CI'F ~ ~ AT Fl..NIl~. ~ EN) ANO SOLVENT ~ TO fl..AHGE.
sot eo p~ n.AH::EO REOOCDt "TlWG C~ TO 2- SCH
10 P..e F1..AHCE ro BE SOLVEHT m.Dm 10 NIPf'lE.
mm ro !ME O.lP. 45' LDlE E1.!IOW c::ooECTm ro ft.AHGED
DJ.P. REIlUCER nTnNG.
UME SIZED CATE VAlVE ..tH fUHlim CONN'EC1lONS..
sa: YAIN UHc: lS'Ol.AntIi VAl.~ lNSTAUATIOH OETAt.
FOR lNSTAU.AnON RtUlIRDlENTS
lRAl~T1ON YAlH. RE.JDl TO PlAN FOR SlZE(s).
NOTES:
AU. lHREADED RODS, NUtS
AHD WA5)OS SHALl BE
Sf...... STm.
OPDf AND C1.OSE SlO'ft.Y tHE VALVES ClJillNG fWSHlNG.
OPEN 2- VAlVE MST. 1HDI CPD.I LAACEJI VAl.~ LISE
A t,DrlI\l1W nwt OF 30 5ECCN)S fOR t.lF'OaiG OIl a.oSIHG
EAtH VA!.\'[ UNOEJt P~E.
IRRIGATION MAIN LINE BLOW OFF INSTALLATION DETAIL
N.T.s.
?1Wju & r!44<<iate4
...;."':':.=:.t'"..::::i~\I~
--- -......
--
POP-UP H'l'DRANT NOznE.
NDTES :
SPRINKLER HEADS SHoIU. BE PlACED NO ClDSER 1*N ,- FROI.I tHE BACK OF CURB
OR PlACED ON THE c:ontAUHE or ~E ilEDlAN.
SPRINKlfR HEADS IN NARROW "'EDMS (I.e. at Turn Lanes) SKAU. BE PlACED ON
M CfNTERUNE OR ON THE SI)E OF THE t.IEDWl WITH nfE HEADS SPRA'mlC TOWARD
THE TURN LANE AND NOT 1)4[ ,"",VD. lANES.
DO NOT OPERATE AT HIGH PRESSURE LnUS. ADJUST THE ZONE
CCl~OL VALVE PRESSURE REIilJLATOR ow.. DOWN TO 30 PS2 feR
SPRAY HfADS.
12" HIGH POP UP SPRAY HEAD
INSTALLATION DETAIL
N.T.s.
COIllER COClNTY TlUNSPORTATlON
CORONADO PKR'Y. 4: HUNTERBLVD.
GOLDE.vGA.TE BEA.UTIFIClTJO.V. M.S.T.U.
INSTALLATION DEl'AlLS
HON-POTAIlL WATEI:
IDEHTtF1CATlON TAG
WDMAltD VALVE
1tlOfT'IFlCA.1lOH TAC
F1llISH ClADE
cotmIOl WIRES COILED
11" WIN. lDCG11I PDt \1M[.
TAPE TO MAICE HIPPLE ANO
TO WJH UNE. PROva: WUl:t
COMKtC'TOJtS.
CClVPACTID CLEAH
1lAClCFIU.
VALVE lOX AS SPECFlED
UVEL t FlUSH WITH GUllE
an:nac SOLENOlO VALVE
AS SPEanED
sat ISO PYC VALVE CONHEC'1lMa
NlI'PLL sat ISO PVC THIO.OOl
mnHC:S SKAU. IE TlGKrEHm TO
..TCRQu( RECOUWDlOED BY
YA.NUFACTURER.
lU.WAl. CATE VAlVE ct'INJ([C1' TO
E.S.V. WITH sex 10 PVC
N~1'lL.
HQH-WOVDI F1.TEI rABRI:
ATTAat TO VALVE BOX WI1H
DUCT TAPE , PROYIDE 4. lJYDI.AP
,o. I II STOHE . PiKMDE
2. GAP If:T'IIl'[[H BOTTOJ,I OF
VAl.VE: AHU TOP Of sroHt .
IllaCAT10H COHTIW:tDft SKW. F1ClD DETUlWlHE Nlf'flE I.DmtS.
VADlUNE D\ITLEr lEI, unnc:oaou:cTDI~ NIPPlES AMD .w.. OtHER IlIlRCOtM:CTlMO
mT1NGS SIW.L BE sm::D TO mE VALVES ZNID OI'EXlNGS. COORDINlTE WITH lIt1JltES COKTltACTOIt.
TYPICAL ELECTRIC SOLENOID VALVE ASSEMBLY
SCAILI MOT TO SCALE
"'" ...
?lkt;u & r/440date6
COLUER COUNTYT1W{SPORTA110N
CORONADO PA1f'Y. &- HUNTER BLI'l).
GOLDENGA.TE BE.4UTIFJColTION. U's.T.u.
INSTAlJ..ATION DETAILS
RtV1SCI """ l.DE LAlDJT
~"':':=...~~~U~
----- ---
-co-._ __,_
__.,_u___...__
CURBlMG
NOTts:
All. PYC FJTnNCS IETWEDt THE lWHUK[ AHO QtJlCX
COUPlING VALVE S)WJ. IE D1U1VALINT TO 1M[ OUICIC
COOpUHli VAlVE SItt.
AT EXISTING QUICK COUPltlC VALVES: REVttW TOR
ADEQUAT[ OPER.lllON. ID"lACE VN..YE IF' NOT OIERATlNG
PROPERLY. RDtOVE AND RD'UCt DJSnHC 10" VALVE
lOX, RD'l..U% WITH 12. Ra:TIJfCt.IU.Il! BOX. PAHTONE
PURPLE S22C UD COLOR.
QUICK COUPLING VALVE INSTALLATION DETAIL
sc.t.m HOT TV SCALt
TR[[ OR PAUl 10 BE IlRllOAoTm
TREE/PALM BUBBLER REFERENCE GUIDE
JOT[:
RO'ER 1'0 PUHS roR El1B8l.Ek FlDW 'iOUAlE
NlO lU)8l[R 0UIrM116 PER ma:. AU. IIIBBLDlS
StW..l. 8e ZOIlfl) SD"ARA.lE fllOW OTHER ZOho'tS.
Bl.e8tDIlSlOlElMSTAL.1.lDADrJACDn'lOROOfIlAU.PfJUElUl,
DO NOr NSfMJ.. ~ ON lOP Of" ROa18oIU.. NEXt 10 TRJP<<.
1U.s.
SYIlBOL DESCRlP110N BUBBLER QlY. ESTABUSHUENT flOW RATE
--~.$ MAPLE, TABEBUIA SPP. (2) .5 CPW BUBBlER PER TREE.
o.
. .
...."'s..t': LM: OAK (2) 1 GPM BUBBLER PER 'TREE.
0 CRAPE UYRTlE (2) .5 GPM BUBBLER PER tREE.
G JAlMROPHA (2) .25 GPL4 8UB8~ PER TREE.
0 SABAL/CABBA.GE PAUA (2) .5 CPM BUBBLER PER PAlM.
@
- . PAUR0l1S1EVERGlAOES PAlM (2) 1 GPM BUBBlER PER PAlM.
..,
~ Al.EXANDER PAUl (2) .25 GPM BUB9lER PER tREE.
BUBBLER NOZZLE DESIGNAllON IS NOT SHOW IN PLAN vtEW SHEETS DUE TO
GRAPHIC ClARrTY ISSUES. REFER TO 1l-ilS GUIDE FOR BUBBLER DESlCNAllON.
w..cH '" """""""
F1.DOO BU88LER COHNET:m)
1tI F1.D08l.E PtC Pf>e WITH
.&Z)[QU-'TE BARBm FITTI<<O.
flN!SH CAADE
BUBBLER INSTALLATION DETAIL
.L,":",.""II.~~"".
COLUER COUNTY 71/ANSPORTATION
CORON..WO PKWY. 4.- HUNIERBLJ'D.
GOLDENGA.TE BEA.(f[lFIClTIO.V. ~.T.U.
INSTALLATION DETAILS
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IKSTAUJ.noN NOTIS:
INSTAlL PER WANUfACTURDlS SPEClFlCAllONS
ANDREQUREWOfTS,. - . - .
COKtRJ,cmR S!WJ. mnn' lDC"'OOH ON SIlt
WITH l.lHDSCAP[ ARCHITECT I: CDUK7Y lRRk:ATIQN
PROJECT WJU.C[I.
3/'- COHDUlT FOR USER CABI.C/'MAES
CONCRtTt -.wuo- POLE WOUNTIHli POST
CONCKETt sr.uN !'OST -wmW CAfIH COLOR-
3/"'. GllQUMD WIRE CONDUIT
I' GIlOUJal ROO-l0 OHWS OR lESS
RE:53STDfIC[ TtSt wusr It PDlrORWtD
IETtR 10 CONTROl.I.EJt DETAIL SHEET DETAIL [-I
~El.ECTRlCI.I. tNCUlSURt -,,- RIll CROOHDIHG DETAI1.S
','
..
3/4- COHOurr rOl tuMS A: OUTPUT CABLES/WIRES
RADIO PICCOLO XR CONCRETE POLE MOUNT
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BACK Of CURB OR EDG[ Cf' 'AYDlEHT
SCH SO NC FUHli[. lHCWDE CASICIT 1ClT.
!tD'[AT AT BOTH SIDES.
CUSS 200 PVC ~ PU'[ ~
IRllCA.nON UAlH OR SUBWAlN. ~\
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MAINLINE ROADWAY CROSSING
BY DIRECTIONAL BORE
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IUlGAT10H SlEEV[
Sl.ItVES 5HAU. EXTDm: II' IltOY na: EDGE or 'AVDIDlT AT VDIC1Jl.Aa US[ ,Am SUIlf'ACES WfTK NO CURBIiG
I.' now mE BlOC or CU.I AT YEHlCULAR PAvm SUSlfAC[S: " F20Y SlXWAUC [OCt.
IRRIGATION SLEEVE SEALING DETAIL
NoT'"
COWER COUNTY1RANSPORTA.II0N
CORONADO PKWY. 4- HUNIERBLI'D.
GOLDENG..I.TE BEAUTIFJCJTION. M.s.T.U.
INSTAILATION DETAILS
DlSMm CRAIl( ,. SlDI' TOIl Of' Ial[
......, VALVE lOr wmc
pNmJNE flUJlI'I.E :l22C CQ.DIl LO.
f'RESSUR[ RWEJ"~AS 9'U:IJ1ED,.
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RIll DlPnt OF' YUf LM OR CASaC/SUDo'E.
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MAIN LINE AIR PRESSURE RELEIF
VALVE INSTALLATION DETAIL
..VI",...
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t......d.coso._....II...lur.
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- __A _..
_CUO)..-._CUlt...._
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f1NISHm GRADE ..- BElOW TOP Of' BOX
JtJWBO VJLVE BOX WITH
P.ANTONE PURPlE '22C COUlR 00.
AIR VACUUU RElJEF YJLVE IS SPECIFtm.
~AU. IN ACCORDo\NCE Ta l,U,N\If'ACT\IRER
~ECI'1CAnClNS.
lSOlAllON GATE YN..YE TO BE usm IS CQN.lEcnCN
" _!1? AIR YACUUY RElJEF' yALVE. . _
ADD JUIr,lBQ YJLYE BOXES OR EXTENSlOHS AS REOORED
fOR OEPTH OF WAIN lINE OR ~/5tfi.VE.
N.Er SlZ[D sot 50 PVC NIPPLE fROU TEE OUTlET ro
YJLVE INlET. TAPE FD.TER FABRIC 'IITTH DUCT TAPE.
FnD DEJDMNE LD<<;TH.
~-~~~F~~TIP~ALVE
BIUCK SUPPORT, TAMP ANtI I..E.VEL.
ONE AT F.ACH CQRNER.
tRRIGo\TtDN SERYICE UNE DIP FlTllNG WflH WLEt' SIZm
IRRlCo\llDN SUPPLY UNE.
INSTALL W ACCOROAHCE
TO w.HUFAClURER SP[Qf1CA~
MAIN LINE AIR & VACUUM RELEASE VALVE
INSTALLATION DETAIL
COWER COUNTYTRANSPORTA710N
CORONADO Pk~J'T. & HUNTERBLT'D.
GOLDEN G..J.TE BEAVTlFICmO.y, M.s.T.U.
"ToS.
INSTALLATION DErAILS
VAl'" 1m: AS S'[CI'mJ
PROWlE IlCIX atDlSlaG AS
NEEDED .. DEEP ~CN!S c:a::lJIl: _
SOf.'O p...: S.T EU. & NPf11.J3 FRClt.l
C(lnEf to CRAYD. SI.AI".
SOl~ P\/C S.T CXMm:DfC n~
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PA'oOtS rcR STofBIJTY AT
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10 VAL\,[ BOX _1M DUCT TAPt
PROWE A "'- CWJa.AP
CRA.W,. swp .m Vr'- J/"'- cu.w.
24- w.t DO"tM . PRO\CE "'-
CAP BE1WEIN l1P tE GlU.'-U.
AND DDTTDY Of' ASSDI8I"Y alIoI"I:tOts
VA' \II" Rny o:I~ .
_ AU. CATE, VAl..W3 .. ..LMIID SIZE VJ.J..VE IIOXES _
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SUBMAIN BLOW OFF INSTALLATION DETAIL
MoToS.
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IRRlC4i01 SUPPt.Y UNE.
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NQN-WlJVEN F1l..TER ..~
ATTACH TO VAlVE BOX WIllI
DUCT TAPE. PRaoImt ",- C7o'tRlN"
MAIN LINE ISOLATION VALVE INSTALlATION DETAIL
N.T.s.
COlliER COUNIY 11/ANSPORTAll0N
COROJV.WO PA1fT. &- HllNlERBLI'D.
GOLDEN GATE BEAUTJF1C.-I.TJON. MS.T.U.
INSTALLATION DETAILS
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SLEEVE SCHEDULE
(REFER TO ENGINEERING MEDIAN IMPROVEMENT PLANS FOR CASING INSTALLATIONS. SCHEDULE FORIRRIGA110N lNFORMA110N PURPOSES ONLYJ
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COWER corlN1YT/1ANSPORTA110N
CORONADOPKIJT. &J/U1.7ERBLJ-D.
GOLDENG..j1E' BEA.CJ71F1C"ATJON. A1S.T.U.
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RECOMMENDED OPERATING SCHEDULE AND WATER USE E5T1MATED PlANT ESTABUSHMENT DEMAND E5T1MATED ESTABUSHED PlANT DEMAND
VIlLVE ., VA~"'E. STAlIO.N ~~E VAlVE APPLlm PLANT IRRIIIET STARTTIME RUNllME ENDTlME GAllONS DAYS TOTAL IRRlNET STARTTlME RUNTIME ENDTME GALLONS DAyS TOTAL
No. lOCAnoN No. lYPE cWNi INfHR. 'TYPE PROGRA~ ---'ifo'uRs:" MINIJW "HOURS- PERRlm PER~wWc GALUlNS PROGRAPw HOURS MlNllTES HOURS PER RUN PER WEEK GALLONS
Pl~l Me~W\10 ~',,!.o~E.~.d.~ ~2 ~p~y 4S Q.8~ S5/HP 1 12:00AM 0:2012:20AM 900 3. Z1~O 1 12:DOAM 0:2012:20AM 900 1 900
:~~:. ;~:~ :;:~~~:~E.~~d~~d :;:~ -~::,.~ . :. ~ .-!if1.' ~_.~. :_:. ~ 1-. :: ~~:SA":: .-=.~~ =.:=:.: =::~;; ~~i.~:: Ji'!o: _..~~~~;.~~:-._~~.. .-- ~ _.._.~~
,PZ.Q4 ~ ~:W.ofE.~:.~c! ~.~!~, _~.....!;.. _~:!._ _~~_ .___~_~__ 1:03AM __-E;!~ _1;21~. _~_1!.~ _____......~~ ___.B.!~ __2_.__ _~;:~!~ 0:15 1:00AM 630 1 630
~~ !!!e.!I!!!~ S74'W:oJ~.!..~.~ ~~ _BUBBlE!! ~ !i!.~. lP _.! _ . ~~~~..~. -E~ ..!!.~~ _;~~ _ _. ~ !!]~ _ ...!. .!:!JOAM .~E~ lZAM 1~. ~ ~~~
P2-o6 Medlan9 574'W.ofE.Med.End 17+15 SPRAY 36 0.89 W5 5 1:46AM 0:20 2:06AM 720 3 2160 1 1:25AM 0:15 1:40AM 540 1 540
~~7 M;dbn9 S;;'~~,~~i:~~, ffi~i~ :!~~!.~ =_~ ~~i~ _~. -~_i__._ ._.!:~~ __~_.._~.!~~ _2.:!!_~ _=~~_~~~ ___=~..=~ _.._-.,:~~ ~j~_ .~~~~ 0:15 1:55AM 525 0 0
~:!::2!.. ~~L 212'~~_~d.End~ .~~!. .~~1!.... ._P.:!L !.~~. __.~.... ... 2:26AM _ .._~:!!J 2:4'~ _._ 240 ...._..? _....1~~ ....!..... _.1:55.~~._._..~_..!:~~.. ....~_...._._Q _.....__9-
~ ~'!!!!!.!. ~E.M~d.End_ 28+.3'. ~ -.!!.... N/A ......:!!.. ---...!_. _2:46~___.!!~ 3:!~ _._~~__._._.~ ..._1575.._L. _~_~10AM 0:25 2:35AM .. .~~.. 1 5~
PC.10 Medlan7 2U'W.ofE.Med.End. 28+.36 sPRAY 28 1.1 HP 4 3:11AM 0:18 3:29AM 504 3 1512 3 ....?-_:!~_~"!! 0:15 2:50AM 420 0 0
P;:1~ ~di;'t iii"WoClfE.M~_~iid ~~~~.. .ospRi'- ~~. =':1~~" .:V;i~ .-~i~: .~:j;29.~ __ 0:18 ~3~47AM. :~'=~6 ~=_~'.':.~ h '.j!'~. ." !~~ _ 2:5~~_.. _~.~~~~~~A!!!... ._~ !~_O_. 1 .18_9
P5~1Z.~~.!!.!'~!!.!lo,ofE.Med.-~2i~- __~PRAY' 2!.._...!:!L _~. ._!._ _._~~ .0:20 4:07AM __.~___~.=_~.-."!!.o..Q...:.:~!_- _..~~_~ O;15-'3:20~ 525 0 0
~~-;!: ~..!~!!'_~ 1!I!.'~-2f~"~_~~~~d ._~i-,!'~Z B~811~ _;0 H:./~.' _1? 2" .~:~7:~. __ ~_=!5 _'!~~_~ __ ~Ol___': '3 -?50":2 .- 3:~0~~- ,0:25 3:~S'~ 250 1 250
P6-1'!... ~an.!... ~Med.~...!!~o. .~~ -!!._ _f!:.~ __!L ---!..__ _4E.!~ _._.~_ ~ __~ __-2 _.. __H_~ __2..._. .. ~__~..!I_;~__~:~O~... ._.~?~.. ...._~,__., .~J.~
P6.15 Me~.}_ ~~~~El.!!!.. ~!!!!_ _~~!.. -1!.. ..E:!!... ~l!!.~. _...!.._. 4:57AM O:20~~_.._.:!~.0 ..___~._.-E~ _.~_._ 4:10AM 0:15 4:25AM 540 0 0
!lIiiiiG~1l0NA"PI~6inci"D"T"'--'-:.- .__.~_+~--l--j.- ._; .... J---.--L-- tTAlS: ~j-'- ---B!!!! ._. _ .... _ 793S 574S
~: TP~~JP~~, W~WOODY5~UBS.SS-SUCCUlEHT5HRUas.HP-H~~.!.~!...2.ct..C1~~~G!WSES. EP.EVERG~!~~!~~~LMA~~~_ _ .....__.. .... _ _ .._._____..__. _."__' ._. '. ._....~.. _"._. _.
~~~RRlGATE: .81./-...._1!...~ OF WATER EQUAlS 27,1S4.29 GAllONS ~~.~ESlGN MAXIMUM ~so GPM@60PSJj___.L__ m J..... _ _1. _.___L__..._.. ._. ..._ L. m
!=!:~=:;~r~~~~?::=::~~t~~l.;':;:~::=~~-C~~f~~~I~~ . .i- :::-J-.. -' '
:iSiiiiSiiEii\iimLYsUPPlEMeNTALAPPlICATION RATE: 1/21N0l 1'/-) PER w.,;x.o.;: ESiiMAm;37WIDs PERmR-' T -- -T- .--...-- -,' ,
:~!~~~~i}i~li~~;.~:y~~t~~~~::t~:l~~~~j~!~~l~:~~~_J~=-.=j::~~:~:l~~~~E:=-~~.:~:=:-:t::.:~_::~~:~:::=:-=~:~=::~_::_~:~~:
~~~.~~~_~!IY~~~~-9~~!!T~~~~Q.I?~~!lUUUiNOADDmoNAlIRRlGAT1ON.~~...lliEXIREMEDRO~. ._ _. .1_. .. ._. j.. _ ..1_ . _"-""'__o-.<~:,.,.._.._.~._.,.."____.._..,._..,,,
~~~.1! ~!'l~~~.~P.!:_c;mCSPRWKLER~SMA!~.!a.OS~ ~~~ ~~~-!!!9VJDE!!~ ~~~~~TOESTABUSHED !lANT~T!JUALS l~_~.!~ _
O<YJSD<$
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COWER COUNlY TRANSPORTATION
CORON..uJO PKlrY. & HU107ERBLJID.
GOUJENG..,ITE BE.Av71F1C~TJON. AI.s.T.u.
OPERATING SCHEDULE
__u.:-=:....'=='...~
-----. ---
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_4..______..._.-
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RECOMMENDED OPERATING SCHEDULE AND WATER USE ESllMATEDPlANTESTABUSHMENTDEMANDi ESllMATED ESTABU5IlEDPlANTDEMAND
Y.!~ ..... __._.._~~.n..._._._. STAllO.]! . ZONE_ ~~_ }U'PllEI? ~ JRR1NEL ~ RUN.!!!1! ~..!l~_GALLONS .~~_ _...rc~. ~_.~~J!.~ RUNllME ENDTlME GALlONS DAYS T.C?T!J:.
No. LOCATION No. lYPE GPM IN/HR. TYPE HOURS MINUTES HOURS PER R\.If'II PER wmc GAllONS PROGRAM HOURS MlNlIRS HOURS PER RUN PER WEEK GALLONS
~~!. ~~.~. ~!~:~'.E,f.~:M.I!.~__~.~& _.~:~,~" .~~ _~~. ...~_l~__ ._..~~...n"_~h~' .u~~~_.._. ".._...~~ ~~_~ ___..!"D;O "'~hn,.3 ......~!P.O .....~u. < 12:00AM 0:20 U:20AM 480 1 480
P7~ Me~~ !!2'N~!JJ!.~~~. _~; .SPRAY _I!!. _.~___J:!~_ _~~ _. _.,~~~__._ !.~.~:SO~__!!5JJ....__._3 _6450.__.~. 12:20AM O:1012:3DAM 860 0 0
~~"~~ ~'!.~~ ~r_~.otS..:~e_~~ ~78 5!'M.y .~'!. .9M ~/f!~/I}p ~ ~~_.. 0:20 ..!=1c:',~ 540 3 ~620 4 12:30~ 0:15 ~4SAM 405 0 0
!-.~~, Mtcr~!.. !~~~. ...!!:+B. n,El;~. _~... _~!~_. _ N/A ._ ..-!.... _..1:10 _ ___'!!!P. ,!:20AM .--1-_~ ._......~. _._2~ _~. ~~~~!.~ ~:~ ~~~ .;SO. _~ ~.t?9
~~~~. ~.~~ ~?!.~'.~..~!~.~:!'.~.~ ..~"!!~ >,~~!. ..~~~.. ,~.!~.. ...~... ',"_~.a ml:~~.~ "H'_~~~~ ~:.~~_~ .nh!~~~ _.... m~ '~'''~'~~'~P'~~~ . 1:00AM 0:25 1:25AM 12S0 1 1250
~!.~.! ~~.~~- 1716'N.of~~"~.~Enj _~~~ _!~ .~ __!=!._ .~~.. _~.. .._~ _,"_..E.:!.~_:~.__.~_ ~ ._~__ ~ 1:25AM 0:15 1:40AM 750 1 750
PIO:D7 M:~~~ 1]?_6'N.0:!~:.~d.End ~-t92 ~BI:ER 6? N/~ TP~ ! ~:~~~. O.:~ ~:.~~M 1675 3 SOlS 2 1:40AM 0:15 1:55AM 1005 1 lQOS
~~.!.~~_~.. !ll€!!~~~~_ _22-t92. .~. _~. .....!=!_. ...~_ ...~__ _3~_ _.__!'.:..~~ .2:41AM ......_!!!~._ .._E _ ..!!.O_O. .~... 1:55AM .~~~ ~.!~~. 7~.~._ 0 q
~~. ~~~~. ~?1!:~:..C!~~_~~:_~~. ..~~ ,.~~.!. ...?:1::. ._~:I!!.. ..~~!!-~. _.n~".. ..u~~l_A_M ._m_P.:!O .~:.~~;~!'! ....~.~_~ _..... ..3 k'..~~!O..._~~_.. 2:10AM 0:25 2:35~ 525 0 0
~~:!~~~!~_~_~~~!.~~..l~ ~.-E.._.~~..!.. .,!!S/p5 __!- .~ .._.O:2~~.._..!!O_.w....~_._.__~.~! 2:35AM O:152:50AM 180 0 0
~U:!]_ ~.!!I~!L!~ H!.s,:!'..:E.~M:!~.E1d _~! _~~!.._ T_'.B.... -_9.!!._ __~~~____ __L_. .__..!=!!.n_ ..___!'~! ~!:.!!.M! _'"b!.;!! __..._...~ ,.__!~~ __._~_.__ _~ _ ._.~1.!~AM __.._Ht~._._ .__9__. _~.
~B.:!.~ ~ !!!!~~~ ~ ~~ --4!... '~_!!8.: _-='!!.:..:..:. ~....3..=.. _..:.!:.3~ ....:"..:.:..~~ ~ -115~ _-_:_..2 _..:.!i~~_ ~-~:,'..:.' . '-3:05-AM .. 0:1S' 3~20AM . 690' 1 -- 690
~J.!.-P ~~..!I ~6!.W~~.!:'~_lIL~'._'~Y"':.E...._:- L1; ....:~_ .:-_'_'!::.:: ~:,'_::--E.:~~~~ .~:_~ _:'_' 3 __.....:U..!~.:..;.-.4-:.-,~-_~:20AM. ...O:~~I!!..,,:":~m-_'...:.::_. ~__ . ~?~
~~ ~~.! !!~~~~End~!. _~PM.Y _ _;..!!_. _~.:L.. __. ~.!.._ _ ..~ __...!~~ _.__~! .4:42~ __ 522 ____ _~, _ .~! .,_.~. _ 3:45AM 0:25 4:10AM 725 1 725
,~p-15 ~.!.. ?~~_\!:.!'~_. 42+6~.. _BlJBBlEJ!. 15 .....!J1A.... __.J!..._.. 2-_ _~~__. __~ _~~07AM_--.m _._ __.~ ..~!!! .._L_._.!:!l!.~..._..E~ 4:25~.___~_.. ...,!__.._~~
PD-16 Medlang 71"W.ofE.Med.End 42+65 SPRAY 51 0.89 HP 6 5:07AM 0:20 5:27AM 1020 3 3060 6 4:25AM 0:15 4:40AM 765 0
. _..1. -l=t::~=+- - t-_-=-..l..-=l-_. .---f ~-:==L::~=-:.l~~:: U':C=~-=L_~~"L::. _: ~~~--- . ...._; _.._.__..~.04~~. 60DO
.PlANT1YPES: TP-TREES/PALMS, WS-WOODY SHRUBS, S5-SUCCUlENTSHRUBS, HP- HERBACEOUS PERENIAL. ocr ORNAMENTAL GRASSES, EP~EVERGREEN PERENlAl, P$-PAlMAE SHRUB . ~
~A~GETO IRRlGAlE: LOZ ~-=-!:t.(~Q!.9L~~Y~LSi!~.29 ~~l-l~ DESIGN r:waMVM ~OW~~.GPM@j~.!.5Li_ _~ 1. ,_ __.~l~~-u-r' -... .-.....-.-.. .... .......~. ~. ~ ~...- ... -
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