HomeMy WebLinkAboutAgreement_Interlocal_07/28/2008INTERLOCAL AGREEMENT
BETWEEN THE VILLAGE OF TEQUESTA
AND
THE LOXAHATCHEE RIVER ENVIRONMENTAL CONTROL DISTRICT
FOR THE JOINT PROJECT PARTICIPATION IN CONSTRUCTION
OF THE TEQUESTA DRIVE BRIDGE FORCE MAIN REPLACEMENT
THIS AGREEMENT, hereinafter referred to as the AGREEMENT, made and entered
into this ~ day of ~~ c t-~~ ~~` by and between the
VILLAGE OF TEQUESTA, apolitical subdivision in the State of Florida, hereinafter referred
to as the "VILLAGE" and the LOXAHATCHEE RIVER ENVIRONMENTAL CONTROL
DISTRICT, hereinafter referred to as "LRD",
WITNESSETH:
WHEREAS, the VILLAGE and LRD are authorized to enter into this INTERLOCAL
AGREEMENT (the "Agreement") pursuant to Section 163.01, Florida Statutes, as amended,
which permits local governmental units to make the most efficient use of their powers by
enabling them to cooperate with other localities on a basis of mutual advantage; and
WHEREAS, the VILLAGE has caused to be prepared road and bridge construction plans
and specifications for the replacement of the Tequesta Drive bridge, hereinafter referred to as
VILLAGE WORK; and
WHEREAS, LRD desires that a sanitary sewer force main replacement be installed at the
same time as the VILLAGE WORK, under plans prepared by f~l~q~l~ dated ~~, hereinafter
referred to as LRD'S WORK; and
WHEREAS, the VILLAGE and LRD declare that it is in the public's interest to construct
LRD'S WORK with the VILLAGE'S WORK under one contract, hereinafter referred to as the
PROJECT;
NOW, THEREFORE, for and in consideration of the mutual covenants contained herein,
the receipt and sufficiency of which is hereby acknowledged, the VILLAGE and LRD do hereby
agree as follows:
1. The recitals set forth above are hereby adopted and incorporated herein by this
reference.
2. The VILLAGE agrees to:
A. Select and enter into a contract for the PROJECT with the lowest
responsive, responsible bidder according to the VILLAGE'S procurement
procedures. However, prior to the award of the Contract, the VILLAGE
shall advise LRD in writing, via certified mail, of the proposed award for
its consideration and approval of LRD'S WORK. If LRD approval is
withheld, LRD must notify the VILLAGE within 10 days after receipt of
the notification of the proposed award.
B. Obtain written concurrence from LRD for payment of all Change Orders
and Contractor pay applications, related to the construction of LRD'S
WORK; which response shall be provided within ten (10) days after
notification by the Village.
3. LRD agrees to reimburse the VIL AGE for the construction of LRD'S WORK,
in the bid amount of $3jdl~9s'~asin Attachment "A" of this document. LRD
shall have 30 days after receipt of the VILLAGE'S invoice to submit payment to
the VILLAGE.
4. All provisions of this AGREEMENT calling for the expenditure of ad valorem tax
money by either the VILLAGE or LRD are subject to annual budgetary funding
and should either party involuntarily fail to fund any of their respective obligation
pursuant to the AGREEMENT, the AGREEMENT maybe terminated. However,
once the construction contract has commenced, it shall be prosecuted to
completion and this AGREEMENT shall be binding upon the parties and neither
party shall have the right to terminate the subject AGREEMENT for the reason
that sufficient funds are not available for the construction contract.
5. The VILLAGE shall notify LRD, in writing, of any change orders which alter the
cost attributable to the construction of LRD'S WORK to an amount greater than
the contract amount as stated in Paragraph 3 of this AGREEMENT. LRD shall
have 10 days to provide the VILLAGE with written notice of its approval or
disapproval of the change order. LRD approval is not to be unduly withheld.
Any delay cost associated with LRD'S failure to respond in writing, within the
proscribed number of days set forth above, shall be the responsibility of LRD.
6. In the event that additional work and funding are required, the additional cost
attributable to said construction of LRD'S WORK of this PROJECT, as outlined
in the specifications for the project, is the responsibility of LRD, unless such
additional work is caused by the VILLAGE, in which case such additional cost
shall be borne by the VILLAGE. In the event of an under run attributable to said
construction of LRD'S portion of the work, as outlined in the specifications, LRD
will be credited the excess amount.
7. Costs shall be adjusted upon actual contract costs at completion of the project
using contract unit prices and actual constructed quantities, said quantities being
measured by the Village Engineering Department and LRD. LRD shall provide
payment or any additional funds within 30 days of receipt of official notice from
the VILLAGE.
2
8. LRD shall indemnify, defend, and hold harmless the VILLAGE against any
actions, claims, or damages arising out of LRD' S negligence in connection with
this AGREEMENT to the extent permitted by law. The foregoing
indemnification shall not constitute a waiver of sovereign immunity beyond the
limits set forth in Section 768.28, Florida Statutes, nor shall the same be construed
to constitute agreement to indemnify the VILLAGE for the VILLAGE'S
negligent acts or omissions.
9. The VILLAGE shall indemnify, defend, and hold harmless LRD against any
actions, claims, or damages arising out of VILLAGE'S negligence in connection
with this AGREEMENT to the extent permitted by law. The foregoing
indemnification shall not constitute a waiver of sovereign immunity beyond the
limits set forth in Section 768.28, Florida Statutes, nor shall the same be construed
to constitute agreement to indemnify LRD for LRD' S negligent acts or omissions.
10. MISCELLANEOUS PROVISIONS:
Notices. All notices, requests, consents and other communications required or
permitted under this AGREEMENT shall be in writing and shall be hand
delivered by prepaid express overnight courier or messenger service, or mailed by
registered or certified mail to the following addresses:
AS TO LRD: AS TO THE VILLAGE:
Loxahatchee River Environmental Control District Village of Tequesta
2500 Jupiter Park Drive 345 Tequesta Drive
Jupiter, Florida 33458-8964 Tequesta, Florida 33469
ATTN: Clinton R. Yerkes ATTN: Michael Couzzo
If either party changes its mailing address or designated recipient for notices, such change shall
be communicated in writing to the other party within thirty (30) days of the change.
11. This AGREEMENT shall be construed by and governed by the laws of the State
of Florida. Venue for any and all legal actions necessary to enforce the
AGREEMENT shall be held in Palm Beach County, Florida.
12. No remedy herein conferred upon any party is intended to be exclusive of any
other remedy given hereunder and now or hereafter existing at law or in equity or
by statute or otherwise. No single or partial exercise by any party of any right,
power, or remedy hereunder shall preclude any other or further exercise thereof.
13. This AGREEMENT constitutes the entire contract between the parties hereto and
supersedes all prior understandings if any. There are no other oral or written
promises, conditions, representations, understanding or terms of any kind as
conditions of inducement to the execution hereof and none have been relied upon
by either party. Any subsequent conditions, representations, warranties or
agreement shall not be valid and binding upon the parties unless they are in
writing and signed by both parties and executed in the same manner as this
AGREEMENT.
3
14. In the event any terms or provisions of this AGREEMENT shall be held invalid,
such invalid terms or provisions shall not affect the validity of any other term or
provision hereof and all such other terms and provisions hereof shall be
enforceable to the fullest extent permitted by law as if such invalid tenns or
provisions had never been a part of this AGREEMENT.
15. This AGREEMENT shall become effective upon its execution by the VILLAGE
and LRD; and upon being filed with the Clerk of the Circuit Court in accordance
with Section 163.01(11), Florida Statutes.
16. This AGREEMENT may be terminated, in writing, by either party if construction
is not commenced within twelve (12) months of execution of this AGREEMENT
by the respective parties.
IN WITNESS WHEREOF, the Village of Tequesta, has caused this AGREEMENT to
be signed by the Mayor and the seal of said Village to be affixed hereto and attested by the Clerk
of this Village, pursuant to authority granted by said Village, and the Loxahatchee River
Environmental Control District has caused this AGREEMENT to be signed in its name by its
ACTIxG EXECUTIVE DIRECTOR and its seal to be affixed hereto, attested by its DIRECTOR
ADMIIIISTRATIVE SERVICES the date and year first above written.
LOXAHATCHEE RIVER ENVIRONMENTAL VILLAGE OF TEQUESTA
CONTROL DISTRICT
~c ~" L. ~ 1
Clinton I3. Yer~, Acting Executive Director Pat Watkins, Mayor ,,,,,,,
ATTEST:
i~
Anna M. Willis, Director Administrative
~ Services
ATTEST:
_~: SEq~`~
~~ ~ ~(~ ~,~~ _ .INCORPORATED
Lori Mc Williams, Village '' ,~ 1g
~~~~'''~~F~~~Fw~'O~
APPROVED AS TO FORM AND
LEGAL SUFFICIENCY:
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~, ~'./,
~. ,,~. ,
LRD ATTORNEY - ~ ~~' 175 Sl~~-'"~~ ~'^~~
Y~.\dots\Tequesta\Agreements\Interlocal Agreement -Teq & LRD- 2008-clean version.doc
APPROVED AS TO FORM AND
LEGAL SUFFICIENCY:
_~
Trela J. White, Village Attorney
4
~~•
PROPOSAL
TO: VILLAGE OF TEQUESTA
P.O. BOX 3273
- 357 TEQUESTA DRIVE
TEQUESTA, FLORIDA 33469
FROM:
(.~TI Vi r-y S~~v~ KGs ~~~~ ~ry. ALL
(~i~y I Sc(-~aN~ pn.~ vF
(Hereinafter referred to as Bidder)
Gentlemen:
The undersigned, as Bidder, proposes to furnish all labor, materials, equipment, services, and
incidentals necessary to perform all work in accordance with the Contract Documents entitled: Village
of Tequesta, Tequesta Drive Bridge Utility Relocates.
~ !~ Z Gt+k~Z~ F~.C.,~-T~O r
Bidder has also received addenda numbers ~ through 2 ,and has included their provisions in this
proposal. Bidder now submits the following and hereby agrees:
The only person(s) interested in this bid, or Agreement, as principal are named herein; that the
bid is made without connection with any other person, company, or parties making a bid; and
that it is in all respects fair and in good faith without collusion or fraud, or other illegal practices.
2. To hold Bid open until an Agreement has been executed between the Village and the
accepted Bidder, or until ninety (90) calendar days after the bid opening date, whichever
is shorter.
3. To enter into and execute an Agreement on the basis of this Proposal, within twenty (20)
calendar days after the notice of award of the Contract is issued. To furnish the 100%
Performance Bond and 100% Payment Bond in accordance with the Contract Documents.
Failure to execute the Contract and furnish said Bonds within twenty (20) days shall cause bid
security to be forfeited, not as penalty, but as fixed and liquidated damages for costs and
expenses incurred, payable into the funds of the Village.
4. To start work within ten (10) calendar days of the Date of Commencement as established in the
Notice to Proceed. Work shall be completed within the number of calendar days specified in
Article 3 of the Construction Agreement.
5. In the event of multiplication, addition, or clerical errors on the Proposal Forms, the Village may
correct these errors to clarify the Bids. The information which results in the lowest cost utilized
to the Village will be considered correct, and therefore
P-1 W F143000
VILLAGE OF TEQUESTA
TEQUESTA DRIVE BRIDGE
- UTILITY RELOCATION
UNIT PRICE BID SCHEDULE
Item No.
Descri tion Estimated
Quanti
Unit Unit
Price Estimated
Amount
WATER MAI N RELOCATION
1 12-inch DR 9 HDPE Directional
Bore
790
LF
1~"l. y3
132 (.C4, 'to
2 Four (4) 3-inch DR 9 HDPE
Conduits (Pulled with 12-inch DR
9 HDPE
790
LF
. 21
3 - ~
3 Two (2) 6-inch FPL Conduits
Directional Bore
595
LF
13~.
$o ~'1. 3S
4 10.inch DI Pi 420 LF 4. `O 3Lv. '°
5 &inch DI Pi 80 LF o , ••
6 10.inch RSGV 1 EA ~ ~ Z Y,
7 8-inch RSGV 1 EA Z o l Z.'° t41 Z. `~'
8 DI Fittin s 2350 LBS (o, 0 1, 21 , w
9 8-inch Tie-in 1 Fro -IS °"' S °`'
10 10.inch Tie-in 2 F~ Z ~ "[
11 Sam le Points 4 EA S1 S.'~ 2 cv "
12 Water Main ARV 3 EA o 20,E (2 v, ••
13 As halt O n Cut Re air 110 SY q3 S go
14 Concrete Sidewalk 600 LF Sl. So ov.'`'
15 2" HDPE Water Service 1 EA qo 2S ZS
16 Bahia Sod 1,980 SY .qS t ,'''
17 Ro al Palms Relocate/Reinstall 5 Fro So."' 1 ZS~ ti
18 Maintenance of Traffic Water
Main
1
LS
Z ~ w>
'^°
~
19 FPL Direct Bury 60 LF (o. o (,(,
~
WATER MAIN RELOCATION SUB-TOTAL
3A bbs. o
FORCE MAIN RELOCATION
1 18-INCH DR 9 HDPE Directional
Bore
875
LF
Z ~
Z Z (,~
2 16-inch DI Pi 60 LF . "'° S v ""
3 DI Fittin s 1675 LBS to "~ lb o a
4 Tapping Sleeve and 16-inch Plug
Valve
2
EA
(,
3 ~tS4. So
5 Disconnect Existin Force Main 2 Fro Z oo.'- po °~
6 Force Main ARV 2 Fro 1 t ` 2 - '~
7 Concrete Sidewalk 175 LF 1.Sn ov Z. Sa
8 Bahia Sod 800 SY
' to , •-
9 Ro al Palms Relocate/Reinstall 3 Fro So. `• o ^~
10 Maintenance of Traffic Force
Main
1
LS
5 3 Zv ~
5 zo '•
FORCE MAIN RELOCATION SUB-TOTAL
'S1o 1 R3. 2
WATER MAIN AND FORCE MAIN RELOCATION TOTAL , qS 3 9Y
P-2
WF143000
VILLAGE OF TEQUESTA
TEQUESTA DRIVE BRIDGE
UTILITY RELOCATION
UNIT PRICE BID SCHEDULE
ALTERNATE BID ITEMS
Item No.
Descri tion Estimated
Quanti
Unit Unit
Price Estimated
Amount
WATER MAIN RELOCATION
1 12-inch DR11 HDPE
Directional Bore
790
LF
65 23
30 5 0
FORCE MAIN RELOCATION
1 1&inch DR11 HDPE
Directional Bore
875
LF
37 04
Zo
P-3 WF143000
The following is a complete list of the subcontractors to be used if the undersigned is awarded
the Contract far this project. The subcontractors performing more than $25,000 work (equipment and
labor) on this project must be listed below. Subcontractors named below may not be changed by the
Contractor. The Owner may request a change under the terms of applicable sections of the General
Conditions.
Type of Work Name and Address of Subcontractor
M14~..wf` ~~ -o~o~.s3" E ~,1. ~O~s~tT-Aw-rs
_'~~~ ~ S~, c5 ~Ear• ~~D S Z ~
STuA~-;- F~. ~~aac~
~r« 5 t~~1 ~ rs~~ ~tA.,
T~s~. Ge- F~. ~4qS'[
Dated this Zg_ day of ~.,o
( onth) (ear)
Contractor: c~ T.~.T-y S frey~c ~c Au~r ~'~~ -
CORPORATE Address: S ~• d" ~ t S,, t't>c. ~~3 P.~r' S'c - ~-.~~~a
SEAL ~~~ ~ ~~ ~
By: P ifs ~ nF„~---
Title:
P-4 WF143000
TRENCH SAFETY ACT
(90-96, Laws of Florida)
Bidder acknowleges that included in the appropriate bid items of the proposal 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 costs of such compliance to be
summarized below:
Trench Safety Unit of
Measure Measure Unit Unit Extended
(Description) LF/SF Quanti Cost Cost
A• T4tErckl (3oti ~~R- DEPTH °vEQ- 5' FT:
B. ~A~p
1}r4t5 ~~- Lf' E 41 ~w pw~ i~ /~,Rot+w ~ ~6MC.IF
C. ~E~l1I-T~r. AS NE~DE4 ~r..
J T~F~ctf 6S W~ 4~ IAT~ ~ ~w 't~4~ w.
D.
TOTAL ~ Shoo . °v
If applicable, the Contractor certifies that all trench excavation done within his control in excess
of five feet in depth shall be in accordance with the Florida Department of Transportation's
Special Provisions Article 125-1 and Sub-article 125-4.1 (TRENCH EXCAVATION SAFETY
SYSTEM AND SHORING, SPECIAL-TRENCH EXCAVATION).
Failure to complete the above may result in the bid being declared non-responsive.
Contractor agrees that the above safety compliances and costs are included in his bid package.
.,
-~' L
Signature of Bidding Contractor
TSA-1 W F 143000
J `
B~~ BoNo
TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA
HARTFORD, CONNECTICUT 06183
KNOW ALL MEN BY THESE PRESENTS,
That we, Utility Services Authority LLC, 6001 Schooner ,Belleville , MI 48112
as Principal hereinafter called the Principal and TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA, of
Hartford, Connecticut, a corporation duly organized under the laws of the State of Connecticut, as Surety, hereinafter
called the Surety, are held and firmly bound unto village of Tequesta, 136 Bridge Road, Tequesta, FL 33469
as Obligee, hereinafter called the Obligee, in the sum of Five Percent of Accompanying Bid ----------------
($ 5% )for the payment of which sum well and truly to be made, the said Principal and the said Surety,
bind ourselves, our heirs, executors, administrators, successors, and assigns, jointly and severally firmly by these
presents.
WHEREAS, the Principal has submitted a bid for Tequesta Drive Bridge Utility Relocation
NOW, THEREFORE, if the Obligee shall accept the bid of the Principal and the Principal shall enter into a Contract with
the Obligee, in accordance with the terms of such bid, and give such bond or bonds as .may be specified in the bidding or
Contract Documents. with good and sufficient surety for the faithful performance of such contract and for the prompt
payment of labor and material furnished in the prosecution thereof, or in the event of the failure of the Principal to enter
such Contract and give such bond or bands, if the Principal shall pay to the Obligee the difference not to exceed the
penalty hereof between the amount specified in said bid and such larger amount for which the Obligee may in good faith
contract with another party to perform the Work covered by said bid, then this obligation shall be null and void, otherwise to
remain in full force and effect.
Signed and sealed this 23rd day of February, 2009
fitness) tility Se Auth rity LLC (Principal) (Seal)
~-.~
(Title)
TRAVELERS SUALTY TY COMPANY OF AMERICA
By
Ste en K. Brandon, , =ii'1-f=act
Printed in cooperation with the American Institute of Architects (AIA} by Travelers Casualty and Surety Company of America. The
language in this document conforms exactly to the language used in AIA Document A310, February 1970 edition.
S-'1869-G (07-97)
TRAVELERS
WARNING: THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED
POWER OF ATTORNEY
Farmington Casualty Company
Fidelity and Guaranty Insurance Company
Fidelity and Guaranty Insurance Underwriters, Inc.
Seaboard Surety Company
St. Paul Fire and Marine Insurance Company
St. Paul Guardian Insurance Company
St. Paul Mercury Insurance Company
Travelers Casualty and Surety Company
Travelers Casualty and Surety Company of America
United States Fidelity and Guaranty Company
Attorney-In Fact No. 215736 Certificate No. ~ +.! ~ 1 ~ V ~ ~ .7
KNOW ALL MEN BY THESE PRESENTS: That Seaboard Surety Company is a corporation duly organized under the laws of the State of New York, that St. Paul
Fire and Matine Insurance Company, St. Paul Guardian Insurance Company and St. Paul Mercury Insurance Company are corporations duly organized under the laws
of the State of Minnesota, that Farmington Casualty Company, Travelers Casualty and Surety Company, and Travelers Casualty and Surety Company of America are
corporations duly organized under the laws of the State of Connecticut, that United States Fidelity and Guazanty Company is a corporation duly organized under the
laws of the State of Maryland, that Fidelity and Guazanty Insurance Company is a corporation duly organized under the laws of the State of Iowa, and that Fidelity and
Guaranty Insurance Underwriters, Inc. is a corporation duly organized under the laws of the State of Wisconsin (herein collectively called the "Companies'), and that
the Companies do hereby make, constitute and appoint
John L. Budde, Steven K. Brandon, Susan L. Belloli, T. J. Griffin, Terence J. Griffin, Terri L. Young, and William A. Pirret
of the City of Farmington Hills ,State of Michigan ,their true and lawful Attorney(s)-in-Fact,
each in their sepazate capacity if more than one is named above, to sign, execute, seal and acknowledge any and all bonds, recognizances, conditional undertakings and
other writings obligatory in the nature thereof on behalf of the Companies in their business of guaranteeing the fidelity of persons, guaranteeing the performance of
contracts and executing or guaranteeing bonds and undertakings required or pe~rrr~itd" in at4y°a~c~tons o it~ceedings allowed by law.
,3
IN WITNESS WHEREOF, the Companies have caused this ins ~ to bt 5~ ~neb andtcpr~porate seals to be hereto affixed, this 9th
day of October 2007
Farmington Casualty Cgt~i~~p~ ~ St. Paul Guardian Insurance Company
Fidelity and Guaranty~us~ir ~ `(`~r'dpa~` ~~''' St. Paul Mercury Insurance Company
Fidelity and Guaranty Insu nderwt'itiers, Inc. Travelers Casualty and Surety Company
Seaboard Surety Company Travelers Castuilty and Surety Company of America
St. Paul Fire and Marine Insurance Company United States Fidelity and Guaranty Company
~pI.SUq SIYtE/j. VF\AEa \~,N ~RSG p~.IN3Uq JptTT AN08 j7~gp01r~y S~tY~
O !• rEORGORA) ;i Q • ' C u Yy
•. ~ ('O/~~J ~ ~ z ~l E,m yrr CR4t `:~ '" , T; ti p,,,,
t 982 (1 ~ ~.7~i! L~' F.i~ f e!1 6 t~Rtttr'~. t ~ ~ ~Vpp -1
?~A ~ S D 19T~I,ig y9J~ m~ ~ ` + ~~;SEAL%o°} ~' SBAL.•'i W ~' +e ~~~~~/jj e' ~~
b y . ~~~ ~ T*'$F OFpkYi~ ~' RANCE GO ~ S~. ANyaAf jg..._.. ~~~D ~s•1 ~ Fp ~ A/N
State of Connecticut
City of Hartford ss.
By:
Creorg Thompson,. nior tce President
On this the 9th day of October 2007 before me personally appeazed George W. Thompson, who acknowledged himself
to be the Senior Vice President of Farmington Casualty Company, Fidelity and Guaranty Insurance Company, Fidelity and Guazanty Insurance Underwriters, Inc.,
Seaboazd Surety Company, St. Paul Fire and Marine Insurance Company, St. Paul Guardian Insurance Company, St. Paul Mercury Insurance Company, Travelers
Casualty and Surety Company, Travelers Casualty and Surety Company of America, and United States Fidelity and Guaranty Company, and that he, as such, being
authorized so to do, executed the foregoing instrument for the purposes therein contained by signing on behalf of the corporations by himself as a duly authorized officer.
G,TET
In Witness Whereof, I hereunto set my hand and official seal.
My Commission expires the 30th day of June, 2011. ~ ~0l/81.~GS
`C'n c~n;~ C . ~
Marie C. Tetreault, Notary Public
58440-5-07 Printed in U.S.A.
IS INVALID WITHOUT THE RED BORDER
This Power of Attorney is granted under and by the authority of the following resolutions adopted by the Boards of Directors of Farmington Casualty Company, Fidelity
and Guaranty Insurance Company. Fidelity and Guaranty Insurance Underwriters, Inc., Seaboard Surety Company, St. Paul Fire and Marine Insurance Company,
St. Paul Guardian Insurance Company, St. Paul Mercury Insurance Company, Travelers Casualty and Surety Company, Travelers Casualty and Surety Company of
America, and United States Fidelity and Guaranty Company, which resolutions are now in full force and effect, reading as follows:
RESOLVED, that the Chairman, the President, any Vice Chairman, any Executive Vice President, any Senior Vice President, any Vice President. any Second Vice
President, the Treasurer, any Assistant Treasurer, the Corporate Secretary or any Assistant Secretary may appoint Attorneys-in-Fact and Agents to act for and on behalf
of the Company and may give such appointee such authority as his or her certificate of authority may prescribe to sign with the Company's name and seal with the
Company's seal bonds, recognizances, contracts of indemnity, and other writings obligatory in the nature of a bond, recognizance, or conditional undertaking, and any
of said officers or the Board of Directors at any time may remove any such appointee and revoke the power given him or her; and it is
FURTHER RESOLVED, that the Chairman, the President, any Vice Chainuan, any Executive Vice President, any Senior Vice President or any Vice President may
delegate all or any part of the foregoing authority to one or more officers or employees of this Company, provided that each such delegation is in writing and a copy
thereof is filed in the office of the Secretary; and it is
FURTHER RESOLVED, that any bond, recognizance, contract of indemnity, or writing obligatory in the nature of a bond, recognizance, or conditional undertaking
shall be valid and binding upon the Company when (a) signed by the President, any Vice Chairman, any Executive Vice President, any Senior Vice President or any Vice
President, any Second Vice President, the Treasurer, any Assistant Treasurer, the Corporate Secretary or any Assistant Secretary and duly attested and sealed with the
Company's seal by a Secretary or Assistant Secretary; or (b) duly executed (under seal, if required) by one or more Attorneys-in-Fact and Agents pursuant to the power
prescribed in his or her certificate or their certificates of authority or by one or more Company officers pursuant to a written delegation of authority; and it is
FURTHER RESOLVED, that the signature of each of the following officers: President, any Executive Vice President, any Senior Vice President, any Vice President,
any Assistant Vice President, any Secretary, any Assistant Secretary, and the seal of the Company may be affixed by facsimile to any power of attorney or to any certificate
relating thereto appointing Resident Vice Presidents, Resident Assistant Secretaries or Attorneys-in-Fact for purposes only of executing and attesting bonds and
undertakings and other writings obligatory in the nature thereof, and any such power of attorney or certificate bearing such facsimile signature or facsimile seal shall be
valid and binding upon the Company and any such power so executed and certified by such facsimile signature and facsimile seal shall be valid and binding on the
Company in the future with respect to any bond or understanding to which it is attached.
I, Kori M. Johanson, the undersigned, Assistant Secretary, of Farmington Casualty Company, Fidelity and Guaranty Insurance Company, Fidelity and Guaranty Insurance
Underwriters, Inc., Seaboard Surety Company, St. Paul Fire and Marine Insurance Company, St. Paul Guardian Insurance Company, St. Paul Mercury Insurance
Company, Travelers Casualty and Surety Company, Travelers Casualty and Surety Company of America, -and United States Fidelity and Guaranty Company do hereby
certify that the above and foregoing is a true and correct copy of the Power of Attrimey executed by said Companies, which is in full force and effect and has not been
revoked.
IN TESTIMONY WHEREOF, I have hereunto set my hand and affixed the seals of said Companies this 23rd day of February , 20 ~.
Kori M. Johans Assistant Secretary
r G~,fi Uq~~i. ~~1M"'~ ~t~f/J. J f10.E 64 `°M MSG Y \NSUA ~~TY qN0 R~,~ Y
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NEtr 1S . AM~ 1y, .._... *d ei ~ ~++ ~'q7 ANt
To verify the authenticity of this Power of Attorney, call 1-800-421-3880 or contact us a[ www.travelersbond.com. Please refer to the Attorney-In-Fact number, the
above-named individuals and the details of the bond to which Che power is attached.
VILLAGE
PALM BEACH
TEQUESTA
UTILITY RELOCATION
JANU RY, 2009
LANTIC
ICEAN
PALM BEACH
COUNTY
xtTH SIDE OF BRIDGE
HATH SIDE ~ BRIDGE
RH SIDE OF BRIDGE
TH SIDE OF BRIDGE
AREA MAP
~~~.
~~ pd oo a
00
Ao as
PROJECT SITE ~~J-'J-'~Il
TEQUESTA ~
DRIVE BRIDGE ~~,~„~
d
*".
t~ ~wu
i. uu
\61~ ~~
LOCATION MAP
ARCADIS ~ VILLAGE OF TEQUESTA ~ ~E~~N~' .t' ~EH~N ~m, K ~_, ~ `"`°
TEQUESTA DRIVE BRIDGE S"`~ °"`
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GENERAL CONSTRUCTION NOTES
1. THE CONTRACTOR SHALL HAVE AVAILABLE A7 THE JOB SITE 0.T ALL 11MES ONE (I) COPY OF THE CONTRACT
DOCUMENTS, INCLUDING PLANS. SPEGFICATIONS AND COPIES OF ALL REQUIRED CONSTRUCTION PERMITS.
2. THE CONTRACTOR SMALL CONTACT ALL CONCERNED UTILITIES AT LEAST 48 HOURS IN ADVANCE OF CONSTRUCTION
OPERATIONS.
3. THE LOCATION AND SIZE OF ALL E%ISTING UTILITIES SHOYM ON THE PLANS ARE APPROxIMATE AND ARE BASED ON THE
BE57 AVAILABLE INFORMATION. THE CONTRACTOR SHALL BE RESPONSBLE FOR THE LOCATION OF ALL EXISTING UTILITIES.
THE CONTRACTOR SHALL VERFY ALL UTILITIES BY ELECTRONIC METHOD AND BY HAND EXCAVATION IN COORDINATION
WITH ALL VTILITY COMPANIES PRIOR TO BEGINNING ANY CONSTRUCTION OPERATIONS. ANY AND ALL CONFLICTS OF
EXISTING UTILITIES Po7H PROPOSED IMPROVEMENTS SHALL BE RESOLVED BY THE ENGINEER AND THE VILLAGE PRIOR TO
BEGINNING ANY CONSTRUCTION OPERATIONS. THIS WORK BY THE CONTRACTOR SHALL BE CONSIOEREO INCIDENTAL TO
THE CONTRACT ANO NO ADDITIONAL COMPENSATION SHALL BE ALLOWED.
4. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE MIS COMPLETE FAMILIARITY WITH THE PROJECT SITE AND IT'S
COMPONENTS i0 INCLUDE SUBSURFACE CONDITIONS OF SOIL AND GROUNDWATER TABLE. BY SUBMITTAL Of A BID FOR
THIS PROJECT, THE CONTRACTOR ACKNOWLEDGES HIS COMPLETE UNDERSTANDING AND RESPONSIBILITIES WITH RESPECT
TO THE CONSTRUCTION ACTINTIES REQUIRED UNDER THE SCOPE OF THIS PROJECT.
5. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION AND RESTORATION (IF DAMAGED) OF ALL E%ISTING STRUCTURES
WITHIN THE CONSTRUCTION LIMITS OF THE PROJECT, INCLUDING BUT NOT LIMITED TO; WALLS, FENCES, POWER POLES,
SIDEWALKS, MAIL BOXES, DRAINAGE STRUCTURES, LANDSCAPING ETC.,
6. PRIOR TO COMMENCEMENT OF CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE FOLLOWING 48 HOURS BEFORE
DIGGING.
I. FLORIDA POWER & LIGHT
2. AT&7
J. COMCAST CABLE TV
4, SUNSHINE STATE ONE CALL OF FLORIDA MC..
5. FLORIDA PUBLIC UTILITIES
6. LOxAHATCHEE RIVER DISTRICT
7. VILLAGE OF TEQUESTA
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7. VILLAGE OF TEQUESTA (VDT) WRITTEN SPECIFICATIONS AND STANDARD DETAILS (LATEST EDITION) ARE 70 BE
CONSIDERED PART OF THIS PROJECT AND CONSTRUCTION $HALI BE ENFORCED TO AT LEAST THESE MINIMUM STANDARDS.
8. ALL MATERIAL MUST CONFORM TO APPROVED SHOP DRAWINGS. ANY CHANCES MUST BE APPROVED BY THE ENGINEER,
VOT AND LOxHATCHEE RIVER DISTRICT PRIOR TO INSTALLATION. FAILURE OF THE INSPECTOR TO CALL TO THE ATTENTION
OF THE CONTRACTOR ANY ITEM NOT IN CONFORMANCE WTM PLANS AND SPECS SMALL NOT CONSTITUTE ACCEPTANCE OF
THE ITEM.
9. VOT AND LOxAHATCHEE RIVER DISTRICT REPRESENTATIVES SHALL 8E PRESENT DURING ALL OPERATIONS INVOLVING
EXISTING UTILITIES.
ID. NO CONCRETE THRUST BLOCKS WILL BE ALLOWED UNLESS SPECIFICALLY APPROVED BY THE ENGINEER AND ACCEPTED BY
THE VILLAGE. ALL JOINTS SHALL BE MECHANICALLY RESTRAINED AS REQUIRED BY THE VOT AND LOxAHATCHEE RIVER
DISTRICT.
SERVICE INTERRUPTIONS REQUIRE A MINIMUM OF TWO (2) WEEKS PRIOR NOIIFICAlION,
12. MINIMUM COVER SHALL BE 36 INCHES FROM FINISH GRADE, UNLESS OTHERWISE SPECIFICALLY APPROVED BY THE
ENGINEER.
MINIMUM COVER UNDER DITCH/CANAL BOTTOMS SMALL BE 24 INCHES. UNLESS OTHERYISE SPECIFIED OR SPECIFICALLY
APPROVED BY THE ENGINEER.
MAXIMUM COVER SHALL BE 98 INCHES UNLESS OTHERWISE SPECIFIED OR SPECIFICALLY APPROVED BY THE ENGINEER.
13. DIP SHALL BE REQUIRED IN THE FOLLOWING CIRCUMSTANCES:
A. CROSSINGS OvER AND UNDER WATER MAIN, SEWERS, CANAL CROSSINGS, GAS AND STORM PIPES, WITH NO JOINT
ALLOWED WITHIN 70 FEET OF CROSSING.
B. BENEATH ALL PAVED AREAS.
14. TAPPING SLEEVES SHALL BE A MINIMUM OF 3 FEET FROM A PIPE JOINT AND SERVICE TAPS SHALL BE A MINIMUM OF 18
INCHES APART AND 18 INCHES FROM A BELL OR FITTING.
15. APPROPRIATELY MARKED 6 INCH METALLIC BACKED INDICATOR TAPE INSTALLED ONE (I) F00T BELOW GRADE.
IS REQUIRED OVER ALL MAINS
T6. PAVEMENT REPLACEMENT, INCLUDING CURB, GUTTERS AND STRIPING SMALL OCCUR WITHIN SEVEN (7) WORKING DAYS
FOLLOWING COMPLETION OF OPEN CUT WORN.
17. VALVES SHALL BE PROVIDED WITH 0. FULLY ADJUSTABLE VALVE BO% AND STEM WHERE THE CENTERLINE OF PIPE TO
GRADE IS GREATER THAN FOUR (q) FEET.
IB. THE CONTRACTOR IS ADVISED THAT THE GROUNDWATER TABLE IN THE AREA IS VARIABLE. THERE IS A HIGH
PROBABILITY THAT DEWATERING FOR PIPE INSTALLATION WILL BE REQUIRED. WET TRENCH INSTALLATION SHALL NOT BE
ALLOWED, ALL PIPING MUST BE INSTALLED IN A DRY TRENCH. FURTHER, THE CONTRACTOR I$ SPECIFICALIV ADNSEO
iANT iNE WATER TABLE M THIS AREA I$ DIRECTLY EFFECTED BY TIDES AND CHANGES HOURLY.
19. ALL BURIED MAIN PIPE, INCLUDING FITTINGS, SHALL BE COLOR CODED OR MARKED USING THE APPROPRIATE COLOR,
BLUE (WM) GREEN (FM), AS PREDOMINANT COLOR 70 DIFFERENTIATE WM'S AND FM'S FROM OTHER BURIED PIPE.
UNDERGROUND PLASTIC PIPE SHALL BE SOLID-WALL BLUE (WM) OR GREEN (FM) PIPE, SMALL HAVE CO-EXTRUDED BLUE
(WM) OR GREEN (FM) EXTERNAL SKIN, OR SMALL BE WHITE OR BLACK PIPE WITH BLUE (WM) OR GREEN (FM) STRIPES
INCORPORATED INTO, OR T0, THE PIPE WALL, UNDERGROUND METAL OR CONCRETE PIPE SHALL HAVE BLUE (WIA) OR
CREEK (FM) STRIPES APPLIED TO THE PIPE WALL. PIPE STRIPED DURING MANUFACTURING OF THE PIPE $HALI HAVE
CONTINUOUS STRIPES THAT RUN PARALLEL TO THE AXIS OF THE PIPE, THAI ARE LOCATED AT NO GREATER THAN
90-DECREE INTERVALS AROUND THE PIPE. AND THAT WILL REMAIN INTACT DURING AND AFTER INSTALLATION OF THE
PIPE. IF TAPE OR PAINT IS USED TO STRIPE PIPE DURING INSTALLATION OF THE PIPE. THE TAPE OR PAINT SHALL BE
APPLIED IN A CONTINUIXIS LINE THAT RUNS PARALLEL TO THE AXIS OF THE PIPE ANO THAT I$ LOCATED ALONG THE
TOP OP THE PIPE; FOR PIPES WITH AN INTERNAL DIAMETER OF 24 INCHES OR GREATER, TAPE OR PAINT SMALL BE
APPLIED IN CONTINUOUS LINES ALONG EACH SIDE A$ WELL A$ ALONG THE TOP OF THE PIPE.
20, ARV LOCATIONS ARE AT PROPOSED HIGH POINTS AND ARE SUBJECT TO CHANGE DUE TO ACTUAL FIELD CONDITIONS.
21. USE OF SLEEVES, REPAIR SLEEVES AND / OR REPAIR COUPLINGS I$ PROHIBITED NITHOU7 PRIOR APPROVAL FROM
ENGINEER.
22. ALL MATERIALS FOR CONNECTION t0 EXISTING MAINS MUST BE PRESENT AT SCHEDULED CONNECTION TIME. IF NOT
CONNECTION 'MLL BE CANCELLED.
2J. PRIOR TO ORDERING MATERIALS FOR MAIN CONNECTIONS THE CONTRACTOR SHALL EXPOSE THE CONNECTION PgNT TO
VERIFY SIZE AND TYPE OF MATERIAL.
24. CONTRACTOR SHALL CONFIRM HORIZONTAL AND VERTICAL CONTROL OF ALl CONFLICTS A MINIMUM OF 1Dp FEET IN
ADVANCE OF PIPE LAYING CREW.
25. ALl OPEN CU75 $HALI BE REPAIRED WITH COLD PATCH MATERIAL AT THE END OF EACH DAY. TEMPORARY REPAIR Of
OPEN CUTS N17H SHELIROCK WILL NOT BE ALLOWED.
26. ARVS WITH SAMPLE POINTS. SAMPLE POINT VALVE AND PIPING SHALL BE INSTALLED DURING TESTING. AFTER TESTING
THE SAMPLE PgNT VALVE AND PIPING SHALL BE REMOVED AND ARV INSTALLED.
62-555.314 F.A.C. AU~T 2B, 20D3
HORIZONTAL SEPARA BETWEEN UNDERGROUND WATER MAINS AND SANITARY OR STOF2M SEWERS, WASTEWATER OR
STORMWA7ER FORCE 5, RECLAIMED WATER PIPEUNES AND ON-SITE SEWAGE TREATMENT AND DISPOSAL SYSTEMS.
1. NEW OR RELO D UNDERGROUND WATER MAINS SHALL BE LAID 70 PROVIDE A HORIZONTAL DISTANCE OF AT LEAST
THREE FEET EN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY E%ISTING OR PROPOSED STORM
SEWER, STOR TER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER REGULATED UNDER PART nl OF
CHAPTER 62- . F.A.C.
Z. NEW OR RELO ED UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE A HOR120NTAL DISTANCE OF AT LEAST
THREE FEET, PREFERABLY TEN FEET, BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY
EXISTING OR OSED VACUUM-TYPE SANITARY SEWER.
3. NEw OR RELO ED UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE A HORIZONTAL D151ANCE OF AT LEAST
SIX, AND PRE BLY TEN FEET, BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR
PROPOSED GR Y-OR PRESSURE-TYPE SANITARY SEWER, WASTEWATER FORCE MAIN, OR PIPELINE CONVEYING
RECLAIMED w NOT REGULATED UNDER PART IN OF CHAPTER 62-610, F.A.C. THE MINIMUM HORIZONTAL
SEPARATION EEN WATER MAINS AND GRAVITY-TYPE SANITARY SEWERS SHALL BE REDUCED TO THREE FEET
WHERE THE B OF THE WATER MAIN IS LAID AT LEAST Slx INCHES ABOVE THE TOP OF THE SEWER.
4. NEw OR RELO ED UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE A HORIZONTAL DISTANCE OF AT LEAST
TEN FEET BET N THE OUTSIDE OF THE WATER MAIN AND ALL PAR75 OF ANY E%ISTING OR PROPOSED tlN-SITE
SEWAGE TREA NT ANO DISPOSAL SYSTEM' AS DEFWEO IN SECTION 381.0065(2), F.S. ANO RULE 69E-6.002, F.A.C.
VERTICAL SEPARATION TWEEN UNDERGROUND WATER MAINS AND SANITARY OR STORM SEWERS, WASTEWATER OR
STORMWATER FORCE S, AND RECLAIMED WATER PIPEUNES.
I. NEW OR RELO D UNDERGROUND WATER MAINS CROSSING ANY E%ISTING OR PROPOSED GRAVITY-OR VACUUM-TYPE
SANITARY OR RM SEWER SHALL BE LAID SO THE OUTSIDE OF THE WATER MAIN IS AT LEAST SI% INCHES, AND
PREFERABLY 7 CHES ABOVE, OR AT LEAST 12 INCHES BELOW THE OUTSIDE OF THE OTHER PIPELINE. HOWEVER, IT
I$ PREFERABL LAY THE WATER MAIN ABOVE THE OTHER PIPELINE.
2. NEw OR RELO ED UNDERGROUND WATER MAINS CROSSING ANY EXISTING OR PROPOSED PRESSURE-TYPE SANITARY
SEWER, WASTE R OR STORMWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER SHALL BE LAID SO
THE OUTSIDE THE WATER MAIN IS AT LEAST 12 INCHES ABOVE OR BELOW THE OUTSIDE OF THE OTHER PIPELINE.
HOWEVER, IT I REFERABLE TO LAY THE WATER MAIN ABOVE THE OTHER PIPELINE.
3. Ai THE UTILIT ROSSINGS DESCR18E0 IN PARAGRAPHS 1 AND 2 ABOVE. ONE FULL LENGTH OF WATER MAIN PIPE
SHALL BE CEN ED ABOVE OR BELOW THE OTHER PIPELINE SO THE WATER MAIN JOINTS SHALL BE AS FAR AS
POSSIBLE FRO E OTHER PIPELINE. ALTERNATIVELY, AT SUCH CROSSINGS, THE PIPES SHALL BE ARRANGED SO
THAT ALL WAT MAIN JOINTS ARE AT LEAST THREE FEET FROM All JOINTS IN VACUUM-TYPE SANITARY SEWERS,
STORM SEWER TORMWATER FORCE MAINS, OR PIPELINES CONVEYNG RECLAIMED WATER REGULATED UNDER PART lu
OF CHAPTER 6610, F.A.C. AND Ai LEAST SIX FEET FROM ALL JOINTS IN GRAVITY-OR PRESSURE-TYPE SANITARY
SEVERS, wAST TER FORCEMmNS, OR PIPEUNES CONVEYNG RECLAIMED WATER NO7 REGULATED UNDER PART m OF
CHAPTER F~_ F.A.C.
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UTILITY RELOCATION
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UTILITY RELOCATION T
01RFCT~ONa~ BQRE SOUTH FN0.FCI NUYBER CPAWNG NUMB[A
~ , A1, 11,09 AOOENWM ND , ,, Polm ~a~N FIOrIEA ,,,,, si~E of BRiocE f 10
Y=1D' NOPoiQVru :561-691-7000, fHr: 561-697-719/ WF 143000 6 O
OO REV
ISSIED DATE OE6CMPigN orcae~s-~s.cam
. rtitic°te 1uo. E800007917
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UTILITY RELOCATION EXISTING SITE PLAN maEC[ NuuBER
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ARCADI TEQUESTA DRIVE BRIDGE _""` `°" `~"~` NW9ER
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06 U.S., iKK.
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UTILITY RELOCATION
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Palm Bm°6, FI°Ib° 37111
561-697-7004 F°a: S6F697-1194
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AIR RELEASE VALVE DETAIL (WATER MAIN)
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NEV. ISSUED pll( pE5CRF1pN
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UNPAVED EUfKACE 1' fYP. \ r-'EE-]/'~~ \
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AIER-nLNi NANxOLE 'PAIN GUARD' INSERT SHALL BE MS1AlLED tN ALL NAxH0.E5
STANDARD MANHOLE FRAME AND COVER
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PLAN
USi IRON CDyER NARKED PWR LOxCRETE COLLAR n
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BOX Qn90E SCREW fWC~~
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Ly[ xUi ExR"NSON t5 REWIRCO ON ALL VALVt3 wM wUR• Mµ !B' Of
COYER. EXRNp xUi i0 wlmN tB' C< VALVE BOX Rlu.
TYPICAL VALVE SETTING (WATER MAIN 0
SC4C, rvONf
VA1CR MA
NOTE:
SAMPLE PpNi SHWLD BE A SERwLE Llxf ON FIRE xYDRANi
If P055BLf.
SAMPLING POINT (ON MAIN)
!GALE' rvGnE
B• / ~/ ' R(MUnIxG BACAFRL PLAUO
µD LOMPACRD PER .roROPRiAIE
SPEPf1UnONSOJ-I/Z' N+X. SIZC)
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/ ME REMnwInG BAGNFIIL INCREASES
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M.RCEAZnacx snu+i~ei afuovNEDNAEERius wcx .s Mucx. deals AND
]. ME PIPE sxALl BE NLLV SUPPORIEO fOR Irs Erv THE LEHGix wM
APPROPRIATE COMPACPd. UNpER ME PIPE xAUNCHES.
] iNBRALffnONA~S APPpOVEO BY MERNLLACE~~ UNLESS A WEI IRENGx
A. BACI(FlLL Sx4L BE fREE of uxSUIiA&E uAifRiAL !UCH AS LARGEa
Rpa. NucX ano DEBRIS.
! ALL WORN SHALL CCNFpiM i0 SRArt 6 RpGDA TRENCH S.fEiv AGT_
BSx WiKO O ~EgOARE.SEUNLf55 x0iE0~RBED~gEDS COMPACT f0
TYPICAL TRENCH DETAIL
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~ ARCADIS
115 U.9., INC.
YistD Pprlnpy
Pdm &acN, Floddp 3]411
i61-691-7000, Fa%: %1-697-7191
~apaR-In.Lant
~flEate No. EBW0079t7
VILLAGE OF TEQUESTA
TEQUESTA DRIVE BRIDGE
UTILITY RELOCATION
NaTE;:
t 1xENMAI~SNiALdLt BE CANNd1EfLUSxEO 1ROpPEwOVEAdRT~µip A~nY
OMER fORDGN w.iiEft BT ACxIfNNG A naxlMUU yELOGTV CF 1.!
fEEi PFR SF<WO Ix M[ PiPF. uux5 MAV BE EIMER
1EUPOP.RRY Lap 4BOVE GFAOE OR 2MPOR+RY NinrvGS, PIPE
EiC. u.v RE USFO r0 fAGUipiF CANNOV RuSxInG.
Z. iNSiALL + .!' BEng ANO ASSOQARp PIPING +S SxOwrv LO dRCCi
ixE FLUSxIrvc wwiEa AWAY fPOM tuE wM,dArz WORN ARCH AND
fxERGSE WF CARf SO AS N ENNRE M i ixE wArER ulED iN
RusxMG ACES NOi LAUlE A nUISANCE OF infLiCi PPOPERRY
DµAGE.
]. BENpS AxD hPWG 41ALL BE ME SAME 4ZE AS ME LINE IO BE
fLUENEO.
o_ R i0 iNE +CNAL LWF fLUSNIxG OPERAMIN. ME LdnRACTGR
SH4L PROPERLY NpxFV ixE `ALL.CE OF sUCU iNREHpED W41ER USf.
5. NO E%IS11NG VALVES SHALL BE iWHEO Cx OR OfF, EXCEPT BY
µT ORIZED nLLAGE PERBOnxEL.
fi. FLUSHING SHALL x0i BE ACCOUPUSHED wMWi ME ACNµ PREEENLE
a Mf wuACE
] .f1ER ME unE WOfR <ONSThLCnCN xA5 BEfn SUCCESSNLLv
fLU NEp ixE CONiRACiIXf SxALI RENOK ME iEUPORNiv PIPIxG
ft4 GENCxT AND PgOCEFO wM xE REUAIrvixG LOXSMUCRON 45
SPfpFIED
B LALE SiAxDARDEE NECUUUBEgLOi'RP PE ~ENGDMS OCeEDRfS FNNiEO
SxaLL BE PER uµUFACNRERS RECOUMENpAnOx
CANNON FLUSHING DETAIL
sLALE'. NONE
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1. JENSEN 9. JENSEN
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WATER MAIN AND GENERAL
DETAILS
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PAVEMENT REPLACEMENT DETAIL
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SGPED ~ 5 ODxpRY 11w-AB-x OR [ULLXL
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NOTE
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SSXIICIUR[ 9wlf B! KKWARIY EDPNRIm UX A ~ XCCR
CUNCREr[ RAU ON r,x RODR.
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AUTOMATIC AIR RELEASE VALVE FORCE MAIN)
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BL USED
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TYPICAL VALVE SETTING FORCE MAIN
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ARCADIS ~I VILLAGE OF TEQUESTA F dEx9Ex ' ""~"
TEQUESTA DRIVE BRIDGE FORCE MAIN oErAl~s
~` "5 '"` UTILITY RELOCATION
~~( Isla Padway
Wesl drD aEa<h, FlDnda SRiI
F¢E -. ~ -70W, FoA: 561-fi97-7194
;;.cam
~:erfi - Na. E000001917
K. DEAN
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