SID LICKTON PARK SITE CIVIL CONTRUCTION - 12-0024-PR-A�
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PARKS AND RECREATION DEPT.
SID LICKTON PARK SITE CIVIL CONSTRUCTION
PROJECT NO. 12-0024-PR-A
TO BE OPENED THURSDAY, NOVEMBER 08, 2012
AT 1:30 P.M. EST
OCTOBER, 2012
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AC�RD« DATE (MMIDD/YYYY)
�,..� CERTIFICATE OF LIABILITY INSURANCE 12/2i'/2012
THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDI?R. THIS
CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE P'OLICIES
BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTIhiOR12ED
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, s��ubject to
the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer riglhits to the
certificate holder in lieu of such endorsemenNsl.
'PRODUCER
Floridalnsurance Centerinc
414 N Alexander Street
Plant City, FL 33563
Florida Insurance Center, Inc.
' INSURED Alto Construction Co., Inc. 8
Alto Concrete Recycling Inc.,
4102 Causeway Blvd
_' Tampa, FL 33619-5724
Phone: 813-754-3561 NAMEpy� .1udy Wa ner AAI AU AIS CPIW
Fax: 813-764-8402 :",°Nu F�,.813-754-3561 F.",c_ N„�• 813-752•�8794
`""^" Jwa ne oridainsurancecenter.com
ADDRESS: 8
INSURER(5) AFFORDING COVERAGE
iNSUReR n: Westfield Insurance Company
INSURER B :
INSURER E :
NAIC N
��Z
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 POLIC'�( PERIOD
INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WF•IICH 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.
IN3R POLICY EFF POLICY EXP
LTR TYPE OF INSURANCE POLICY NUMBER MM/DDM'YY MM DD LIMITS
GENERAL LIABILITY EACH OCCURRENCE $ . i3OOO,OO
A X COMMERCIAL GENERAL LIABILITY X X ���8�3 08/31/2012 08/31/2013 pREMISES Ea occurrence $ � 50,00
CLAIMS-MADE � OCCUR MED EXP (My one person) $ . i O,OO
PERSONAL & ADV INJURY $ i3OOO,OO
X XCU 8 Contractual GENERALAGGREGATE $ 2,���,0�
GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS - COMP/OP AGG $ Y�OOO�OO
POLICY X PRa �oc Emp Ben. $ 1,OOQ00
AUTOMOBILE LIABILITY MBIN D SINGLE LIMIT �,OOO,OO
Ea accident
A X ANYAUTO X X ���8�3 �8/$1/201Z 08/31/2013 BODILY INJURY (Per person) $
ALL OWNED SCHEDULED BODILY INJURY (Per accident) $
AUTOS AUTOS $ _
X HIREDAUTOS X �NOSWNED per�acEcdenOAMAGE
X Hired Ph s PIP $ 10,00
X UMBRELLA LIAB X p�CUR EACH OCCURRENCE $ . S,OOO,OO
/� EXCESS LIAB CLAIMS-MADE ���8�3 O8/31/2012 08131/2013 qGGREGATE $ 5,0��,�0
DED X RETENTION O $
WORKERS COMPENSATION WC STATU- TH- �
AND EMPLOYERS' LIABILITY IT ER _
ANY PROPRIETOR/PARTNERIEXECUTIVE Y/ N E.L. EACH ACCIDENT $
OFFICERIMEMBER EXCLUDED? � N � A '
(Mandatory In NN) E.L. DISEASE - EA EMPLOYE $
If yes,describe under "
DESCRIPTION OF OPERATIONS below E.L. DISEASE - POLICY LIMIT $
A Leased/Rental TRA6699873 08131/2012 08131/2013 Limit: 175,00
p Install Floater RA6699873 08131/2012 08/31/2013 Limit: 50,00
DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (Attach ACORD 707, Addltional Remarks Schedule, H more space is required) .
Project: Sid LiCktoa Pk - Site Civial CoastruCtioa 12-0024-PR-A
Certificate holder is aame8 ae aa additioaal iasured with a waiver of
aubroQatioa with raQards to the Qeneral aad auto liability covaraQe.
CoveraQe is primary aad noa-coatributory to aay other iasurance. The
Umbrella follows the form of the above Dolicies.
CITYCLE
City of Clearwater
Engineering Office Rm #220
100 S. Myrtle Ave AUTHORIZED REPRESENTATIVE
Clearwater, FL 33756
4� 4�-
O 1988-2010 ACORD CORPORATION. All rights rE:served.
The ACORD name and logo are registered marks of ACORD
SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLEI:� BEFORE
THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIV'ERED IN
ACCORDANCE WITH THE POLICY PROVISIONS.
� ACORD 25 (2010/05)
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COMMERCIAL
GENERAL LIABILITY
CG 20 33 07 04
THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY.
ADDITIONAL INSURED - OWNERS, LESSEES OR
CONTRACTORS - AUTOMATIC STATUS WHEN
REQUIRED IN CONSTRUCTION AGREEMENT WITH YOU
This endorsement modifies insurance provided under the following: TRA6699873
COMMERCIAL GENERAL LIABILITY COVERAGE PART
A. Section II — Who Is An Insured is amended to include as an additional insured any person or
organization for whom you are performing operations when you and such person or organization
have agreed in writing in a contract or agreement that such person or organization be added as an
additional insured on your policy. Such person or organization is an additional insured only with
respect to liability for "bodily injury", "property damage" or "personal and advertising injury" caused,
in whole or in part, by:
1. Your acts or omissions; or
2. The acts or omissions of those acting on your behalf;
in the performance of your ongoing operations for the additional insured.
A person's or organization's status as an additional insured under this endorsement ends when
your operations for that additional insured are completed.
B. With respect to the insurance afforded to these additional insureds, the following additional
exclusions apply:
This insurance does not apply to:
1. "Bodily injury", "property damage" or "personal and advertising injury" arising out of the
rendering of, or the failure to render, any professional architectural, engineering or surveying
services, including:
a. The preparing, approving, or failing to prepare or approve, maps, shop drawings,
opinions, reports, surveys, field orders, change orders or drawings and specifications; or
b. Supervisory, inspection, architectural or engineering activities.
2. "Bodily injury" or "property damage" occurring after:
a. All work, including materials, parts or equipment fumished in connection with such work,
on the project (other than service, maintenance or repairs) to be performed by or on behalf
of the additional insured(s) at the location of the covered operations has been completed;
or
b. That portion of "your work" out of which the injury or damage arises has been put to its
intended use by any person or organization other than another contractor or subcontractor
engaged in performing operations for a principal as a part of the same project.
CG 20 33 07 04
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POLICY NUMBER: COMMERCIAL GENERAL LIABILITY
THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY.
WAIVER OF TRANSFER OF RIGHTS OF RECOVERY
AGAINST OTHERS TO US
This endorsement modifies insurance provided under the following: TRA6699873
' COMMERCIAL GENERAL LIABILITY COVERAGE PART
PRODUCTS/COMPLETED OPERATIONS LIABILITY COVERAGE PART
SCHEDULE
Name Of Person Or Organization:
Any person or organization for whom you are required in a written contract or agreement to include
a waiver of transfer of rights of recovery against others to us, provided the "bodily injury" or "property
damage" occurs subsequent to the execution of the written agreement.
Information required to complete this Schedule, if not shown above, will be shown in the Declarations.
The following is added to Paragraph 8. Transfer Of Rights Of Recovery Against Others To Us of Section
IV - Conditions:
We waive any right of recovery we may have against the person or organization shown in the Schedule
above because of payments we make for injury or damage arising out of your ongoing operations or
"your work" done under a contract with that person or organization and included in the "products-
completed operations hazard". This waiver applies only to the person or organization shown in the
Schedule above.
� Insurance services office, �nc., 2009 CG 24 04A 05 09
POLICY NUMBER: TRA6699873
COMMERCIAL
GENERAL LIABILITY
CG 25 03 03 97
THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY.
DESIGNATED CONSTRUCTION PROJECT(S)
GENERAL AGGREGATE LIMIT
This endorsement modifies insurance provided under the following:
COMMERCIAL GENERAL LIABILITY COVERAGE PART
SCHEDULE
Construction Projects:
All Projects
(If no entry appears above, information required to complete this endorsement will be shown in the
Declarations as applicable to this endorsement.)
A. For all sums which the insured becomes legally obligated to pay as damages caused by
"occurrences" under COVERAGE A(SECTION I), and for all medical expenses caused by
accidents under COVERAGE C(SECTION I), which can be attributed only to ongoing operations
at a single designated construction project shown in the Schedule above:
1. A separate Designated Construction Project General Aggregate Limit applies to each
designated construction project, and that limit is equal to the amount of the General Aggregate
Limit shown in the Declarations.
2. The Designated Construction Project General Aggregate Limit is the most we will pay for the
sum of all damages under COVERAGE A, except damages because of "bodily injury" or
"property damage" included in the "products-completed operations hazard", and for medical
expenses under COVERAGE C regardless of the number of:
a.lnsureds;
b. Claims made or "suits" brought; or
c. Perso�s or organizations making claims or bringing "suits".
3. Any payments made under COVERAGE A for damages or under COVERAGE C for medical
expenses shall reduce the Designated Construction Project General Aggregate Limit for that
designated construction project. Such payments shall not reduce the General Aggregate Limit
shown in the Declarations nor shall they reduce any other Designated Construction Project
General Aggregate Limit for any other designated construction project shown in the Schedule
above.
4. The limits shown in the Declarations for Each OccuRence, Fire Damage and Medical
Expense continue to apply. However, instead of being subject to the General Aggregate Limit
shown in the Declarations, such limits will be subject to the applicable Designated Construction
Project General Aggregate Limit.
B. For all sums which the insured becomes legally obligated to pay as damages caused by
"occurrences" under COVERAGE A(SECTION I), and for all medical expenses caused by
accidents under COVERAGE C(SECTION I), which cannot be attributed only to ongoing
operations at a single designated construction project shown in the Schedule above:
1. Any payments made under COVERAGE A for damages or under COVERAGE C for medical
expenses shall reduce the amount available under the General Aggregate Limit or the
Products-Completed Operations Aggregate Limit, whichever is applicable; and
2. Such payments shall not reduce any Designated Construction Project General Aggregate
Limit.
C. When coverage for liability arising out of the "products-completed operations hazard" is
provided, any payments for damages because of "bodily injury" or "property damage" included in
the "products-completed operations hazard" will reduce the Products-Completed Operations
Aggregate Limit, and not reduce the General Aggregate Limit nor the Designated Construction
Project General Aggregate Limit.
D. If the applicable designated construction project has been abandoned, delayed, or abandoned
and then restarted, or if the authorized contracting parties deviate from plans, blueprints, designs,
specifications or timetables, the project will still be deemed to be the same construction project.
E. The provisions of Limits Of Insurance (SECTION III ) not otherwise modified by this
endorsement shall continue to apply as stipulated.
CG 25 03 03 97
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COMMERCIAL GENERAL L{ABILI'1'Y
TH1S ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLII`.
ADDlTIONAL INSURED - OWNERS, LEcSSEES OR
I CONTRACTORS - AUTOMATIC STAT`US WHEN
REQUIRED IN CONSTRUCTlON AGREEMENT —
1 COMPLETED OPERATIONS
This endorsement modifies insurance provided underthe following: TRA6699873
COMMEF2CIAL GENERAL LIABILITY COVERAGE PART
A. Section II - Who Is An Ensured is amended to
include as an additional insured any person
or organization when you and such person
or organization have agreed in writing in a
contract or agreement that such person or
organization be added as an additional in-
sured on your policy. Such person or organ-
ization is an additional insured only with
respect to liability caused, in whole or in parE:
by "your work" perto�rned forthat insured and
included in the °products-completed oper-
ations" hazard.
The coverage afforded to the Additional In-
sured is solely limited to liability specifically
resulting from the conduct of the Named In-
�. sured, which may be imputed to the Addi-
tional Insured.
B. This endorsement provides rto coverage to
the Additional Insured for liabifity caused, in
whole or in part, out of the claimed
negligence of the Additional lnsured, other
than which may be imputed to the Addi#ional
Insured by virtue of the conduct of the Named
Insured.
C. With respect to #he insurance af%rded these
additional insureds, the f�llowing additional
exclusion applies:
This insurance does not appfy to:
1. °Bodily iniury°, 'property damage° c:,r
"personal ��nd advertising injury° cause�d,
in whole or in part by the rendering c�f:
or the failure to render, any profession,al
architecturat, engineering, or surveying
services, irtcluding:
a. The preparing, approving, or failin�g
to prepare or approve, maps, sho��p
drawir.gs, opinions, reports, survey:s;,
field orders, change orders, c�r
drawirg and specifications; and
b. Supen�isory, inspection, architec;-
turat, or engineering activities.
2. Willfut misconduct of, or for defects in
design furiished by, the additional iri-
sured or it�� "employees°.
As a condition �f coverage, #he additional iri-
sured shall be c,bligated to tender the defens�E:
and indemnity of every claim or suit to all
other insurers ihat may provide coverage tr,�
the additional insured, whether contingenit,
excess or prim;ary.
Includes Gopyrighted Material oi insurance
Services Office, Inc., with its permission. CG 70 87 01 05
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COMMERCIAL GENERAL UABILITY
THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ R CAREFULLY.
OTHER INSURANCE CONDITION AMENDED
This endorsement mod�es insurance provided underthe following: TRA6699873
COMMEF2CIAL GENERAL LIABILITY COVERAGE PART
When required by written contract with any addi-
tional insured owner, lessee, or contractor to
provide insurance on a primary and noncontrib-
utory basis, Condition 4. of Section IY - Commer-
cial Genera! Liabitity Conditions is deleted and
replaced by ihe following:
4. Otl�er Insurance
if other valid and collectible insurance is
, avaitable for a loss we oover under Cover-
ages A or B of this Coverage Part, our obii-
gations are limited as follows:
a. Primary Insurance
This insurance is primary and norr
oontrihutory except when b. below ap-
plies.
b. Excess Insurance
This insurance is excess over any of the
other insurance, whether primary, ex-
cess, contingent, or on any other basis:
(1) That is Fire, Extended Coverage,
Builder's Risk, Instatlation Risk, or
simiiar coverage for 'your work;"
(� That is Fire insurance for premises
rented to you or temporarily occu-
pied by you with permission of the
owner, or
(3} ff the loss arises out of the mainte-
nance or use of aircraft, "auTos," or
watercraft to the extent not subject
to Exclusion g. of Section I- Cover-
age A.
(4} If the loss is caused by the sole
negligence of arry addit�onal insured.
owner, lessee, or contractor.
When this insurance is excess, we witl
have no duty under Coverages A or B to
defend 1he insured against any "suit" if
any other insurer has a duty to defend
the insured against that "suit." If no
other insurer defends, we wili undertake
to do so, but we will be en#itted to #he
insured's rights against ali those other
insurers.
When this insurance is excess overother
insurance, we wilt pay only our share of
the amount of loss, if any, that exceeds
the sum of:
(1) The total amount that al! such other
insurance would pay for the loss in
the absence of this insurance; and
(2j The total of all deductible and self-
insured amounts under all thatother
insurance.
We will share the remaining loss, if any,
with any othe� insurance that is not de-
scribed in this Excess Insurance pro-
vision and was r�t baught specifically to
apply in excess of the limits of lnsurance
sF�wn in the Declarations of this Cover-
age Part.
CG70551298
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�, � PolicyNumber: oaso-a�oaa DateEntered: .23/201
' '4� � CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DDlYYYY)
iaoia
THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDI::R. THIS
CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE F�OLICIES
' BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTMORIZED
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, snibject to
the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certiflcate does not confer righlts to the
certificate holder in Ileu of such endorsement s.
, PRODUCER NAME: ,
WorkComp Partnere
PHONE . (813)747-7490 ac no: (813)74'7-7495
7Oa T11�8I1 PZSCe E-MAIL "
Plant City, FL 33566 ADDRESS:
Iasuraace
INSURED p�yto Construction Co., Iac. &
Alto Coacrete Recycling Inc.
4102 Causeway Blvd.
Tampa, FL 33619
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 POLICl' 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 THI:, TERMS,
EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS.
ILTR TYPE OF INSURANCE A � POLICY NUMBER MMIDDY� M U� LIMIT$
GENERAL LIABILITY EACH OCCURRENCE $
COMMERCIAL GENERAL LIABILITY PREMISES Ea occurrence $
CLAIMS-MADE � OCCUR MED EXP (Any one perwn) $
PERSONAL&ADVINJURY $
GENERALAGGREGATE $
GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS - COMP/OP AGG $
POLICY PR� LOC $
AUTOMOBIIE LIABILITY COMBINED SINGLE LIMIT �
Ea accident
ANYAUTO BODILYINJURY(Perperson) $
ALL OWNED SCHEDULED BODILY INJURY Per accident $
AUTOS AUTOS � �
NON-OWNED PROPERTY DAMAGE
HIRED AUTOS A�70S Per xcident $
$
UMBRELLA LIAB pCCUR EACH OCCURRENCE $
EXCE33 LIAB CLAIMS-MADE AGGREGATE $
DED RETENTION $ $
WORKERS COMPENSATION � WC STATU- OTH-
AND EMPLOYERS' LIABILITV Y I N -
ANV PROPRIETORIPARTNERIEXECUTIVE E.L. EACH ACCIDENT $ 1 OOO �_OOO
]� OFFICER/MEMBEREXCLUDED? Q N�A DBjQ�j7�2a 10/23/]Ol7 10/13/]013
(Mandatory In NH) E.L. DISEASE - EA EMPLOYEE $ 1 O m OO
Ifye5 describe under '
DESCRIPTIONOFOPERATIONSbelow E.L.DISEASE-POIICYLIMIT $ 1 OOO OOO
DESCRIPTION OF OPERATIONS / LOCATIONS I VEHICLES (Athth ACORD 101, Additional Remarks Schedule, If more spaee is nquired)
Project: Sid Lickton Park-3ite Civil Construction 12-0024-PR-A
City of Cleaswatar
BaQiaeariaQ Office, Roa� 220
100 8. i�rtle Ave.
;9_l:Ly � tiI_�y l [�7:1
SHOULD ANY OF TNE ABOVE DESCRIBED POLICIES BE CANCELLED 13EFORE
THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVEfiEO IN
ACCORDANCE WITH THE POLICY PROVISIONS.
C1eSZWatei� FL 33756 AUTHORIZED REPRESENTATIVE
1�
Robin Sten er
OO 1988-2010 ACORD CORPORATION. All rights ireserved.
ACORD 25 (2010/05) The ACORD name and logo are registered marks of ACORD
Producedusing Forms Boss Plus software.www.FortnsBoss.comlmpressivePublishing 800-208-1977
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ADDENDUM NO. 1
nA`I'ED: net�ber 3Q ZOl2
TO THE DRAWINGS AND PROJECT MANUAL FOR:
CITY OF CLEARWATER– Parks & Recreation De�rt.
SID LICTON PARK
SITE CIViL CONSTRUCTION
PROJEGT NO.12-0024-YR-A
DATED: September, 2012
PR�PAi2]GU B�': I'ARICS rIND RECRE.4TiON DE�'.�R'FMEN'i' PLISIfQ r�RCHi't'ECTURF;
100 S. MYRTLE AV1E. �UO DREW STREET
CLEARWATER, FLORID.�. 33755 C'LEAR�'ATER, FL 337s5
PHONE: 727-562-4856 PHONE: '72'1-Ab1-72UQ
FAX: 727-562�-A825 FAX: 727-db1-0030
THIS ADllEI�DUM� NO. i IS 1SS�U[NC REVISED BIDDERS PRQPOSA�., SIGN IN SHEFT, PRF-I3ID ME�TING
MINUTES, & QUESTItDNS ANll ANSWERS TO CLAFZIFY, BIDDER'S PROYOSAL T'(? YROSPEC7'1l�E C�IDDERS F'C?R
SITE CIVIL CONS7RUCI'lON PROJECT NC). 00-0024-1'R-A OF THE CONTRACT 1l�QCUMEN'TS FOR TIFIIS WUF;K,
THIS ADllENDUM CONSTITU'CES A PART OF T1=IE C�NTRACT �GICUMF.NTS. ACKNdWLEDGE RF.CEI:PT C�F
THIS AI}DENI}UM OlY T}iE PROPOSAI, �'ORM.
PART i PRO.TECT MANUAL
�
lee�n No. 1: Revised Bid�ier's Propc�se} – 3 pages
— l. Contractor t� utilize ihese fornzs when subn�itting their bids
2. Remove 1n�e item 3 tem}�orary construction fcncc L7�aner cicctcd tcr instali %ncin� of sitc to sccurc thc propirty tc� peri��rm
■� demolitions of esistin� bu�ilding.
� 3. Modi�ied ��ordin� of line item 9 of the original b�id praposal, remove grass and p�ace asphalt f7rst fine, added 60°ifl clear��
s�il/�0% c�mpo�t, cljangeii 98°io to 94�;o proci�r lar grass parking
Itern No. 2: Sign i» Sheet 2 pages
ltem No. 3: Pre bid Meeting Minutes 2 pages
I. Geotech Engineer's report �n�ere provide at the pre bid meetin�.
Ttem No. 4: Questians and Answers – 5 pages
1. Last day for questions is 4�riday, Nov. 2, 2t;I2, na other questions or ans�Wers �vill be accepted after the pasted time anci date.
END OF ADdEiVDITM NO. 2
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ADDENDUM NO 1 BIDDER'S PROPOSAL
P�RO,i�,CT: SI_D LIC'KTOP+I PARK — SITE CIVIL COt�FSTtiCT10Ii'
PROJECT 1�i0. 12-042�-PR-A
BASE ITEM UNIT TOT,��I.;
NO. DESCRIP'I'It)N UNIT Q'I'Y F'1ttC�: PItIC:E
23ase Bad: Utsu�aoce, tal�ur, �yuiFnne�nt ��, building materials as rec���ired for cnmplete site ei�il uorks aceordinetl�e cont�det drata°ings and �pe�.i:lieations.
T6e site eivil cai�tractor sl�all pruvide sitc tayout UI �JI site clvil cunstn�c�ic�n `As-I3uilr c<>ns�ructed cnnditions bt a[icensed surve��or to r,losc, aut
SWFWt�1F} pem�it by� prc�vi�ing sicr�ect cealed suncy tu thc C)<v�tcrrEi�gineer Iar con�iructing che site works as show�� ou the cuncrae;t dacutrients and
spe�,if7ca2ions. Itenas n�it lia-ted shall be iitcluded iri iLc euntracturs hid tt� luliili El�c cu��trnet clra«�in�s iE speeiiic�itions ai�ici riUi liinited tz� i2�e €i>I(ewing
bid items:
� 3. A(1 silt fencin�? installed acr.c�rc#ing: t�� mans:z#acf��res rec�mrnendattstns &
sedi:mei�t }�airic rs as required accordin� to fCie c:nnta�act drawin;,; �
�peFi�catians ��saintain ciuri�i� thc constructic�n period
2. Tree barricades acc�rding to c�rawin�s and specificati�ns K�naintaine�l
L7urinQ th� ec�nstructic�n �eriott
3. Renloval of existin� �rees as shor��n oi� the consti�c��tion �irawings as
removal i��cl�ding eQpts systerns an� dispased off site
�
�. Remove of existing asphalt paving (parkin� � driveways};
- remove concrete paving (slabs, sidewalks, curbs etc.._); remove
� fencina & other rniscella�neou� site elements and disposed off site
S. Consiruct con�plete �acro sewer drainage s_ystems: retentinn pands,
s�vales, {Bal�ia socldind c�f retentit�n ponds sides, bottoms and S feet
beyond top of bank �ao� part c�f base bid see aiternates}; concrete u��eir
& aut�all structures, cnncrete man�3oles, concrete inlets, conerete miter
end sections, clean outs, trench drains, unc3er drain system; a1f required
stonn setiver piping systems, includc all cast iron: rims, n�anhoie covers;
grate iniets, pipe fitti�igs far a c�rr�plete �perdtional stvrtn sewer system
aecording w ti�e eontraet- drawings and specitications
6. Site grading of entire siie includcs: rough grading sitc; finc eradi�g
site; fine �radi�g of swales; fnre �-ading ol'baseball fields in
preparation for installation for clay baseball infieidsf�varning track
materials; construct or modi "tyin� berms per drawings, tl�e En.gil�eer
has dztermined approxin�ately 5,04� cu. yds. of additional soits �vill
required to �ie imporced to the site, contraetor shal] verify and provide
imported soil as necessary• pravid.ino: structurat f 11 benea#1� proposed
restroom,�pre�s bo�coneession baildang, a13 concrete flan�or�: areas
p1�as — mir�i�s nne inch ta the r�mpaz.ted subgrade for others �a perform
their wark, baseball #ields, landscape planters and landsca}�e areas shall
havc volume of 70" � tapsoil and 30°�o completely decompusecl con�post
f7uxed or� �ite t� achieve a pH bet�r�een 6.0 - 7.0, samples of these soils
shall be provided to the O�v�ier for testing and approval prior to
impor[in.g to the site
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L. S. i
L,. S. i
I._ S_ 1
I... S. I
L. S
L. S. 1
AllDENDUM N(). 1 BILlDER'S PRt)PQSAL
PROJECT: SID LICKTO�I PARK — SITE Cl:l'IL CC)NSTiJCTION
PRO,IECT NO. 12-0024-PR-.A
BASE ITEM UiVIT Tt}T?�L
Pd0 DESCRIi'T'ItJN UN1T C>TY. YlZ1C'�; YKIC:�
7. Installatiqn and transpart of clay and u��rning uack inaterials collected
fre,m Uwmer's i�lursery� tacilitv across Saturn Ave. and installed on ta
baseball fields c3ay� infield, bullpens and wanain� track areas to t}�e
minimum fleptl2s required and cc�np�ctec3 as sp�cified and sho���n ar�
tile c�ntract �rativings L. S. I __
�. f'aved pari�ing, d�•ive aisles, and asphaIt parking areas with 9 inch
compacted stabilization of subgrade to 98 percent pr�ctc�r, instal)
crushed concrete base minimum 6 inches thick compactec3 and fine
graded in preparatiot� of asphalt surfacin� by c�the�; grass par�Cin:�
compacted 6d °% clean soiL!4Q°%o caznpost fronz s�ibgrade to 95°�0
pi•octor to iinish �racle of �rass parking fc�r- i�stallatic�r� c�f F3a%ia
soddii3; by others
9. Instat�lation of domestic water system DI7VG �: BFPD i�lcluding fap
into existin� water artain by Citu Public Uti�ities I�ept, Site Givil
C'c�ntr�ctor shal( install ?.. inch w�ter main including ali necessary
items; Fire water DDVC& BFPT.� inc]udi��g tap inlo e;:isting lvater
main by City Public Utilities Dept., Site Civil Contractor shall install,
fire lzyctrant, galvanized �r�ekal boltarels painteci yellow gate v�lves,
piping, Fire bept Connection (in Iandscape island}, and Stor� Fire Uept.
Connectic�n At ehe proposed buildi���, all piping and fattings as necessary
in praviding a complete fm�ctional domestic and f�re water system
according to the drawin�,s and specifications
10. 5ub toia4 of line iteins i through 9
1 i. IU°lo Contin�ene�y af line l0
L. T�tal af liue items 1 thoubti 9 and 11 (IO°% conti���ency)
�
L. S.
�'VR1T"I'EN T�TAL AMOONT INCLU�DES I.INE iTE1t�S l-� and t1 {l0% C�NTING�N�CY*)
� -------
�
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r
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C0�4iPANl�"S 1tiAt�1G:
"Ll�' C()t}E:
PI�IiYTF.FD :'>A:eIF.
SiG�Ell:
7`EL�:PH€}NE:
"i'CTLE:
ADDfiCSS:
�
E N7�'�IL:
llf1�I�E:
�
$
�
10°!o contingency shall be utilized on)y upon written request by the contractor fflr additional sc�pe of work not included in thf: bill of
quantities to the O�vner, written approval by the O���er f�r the additional scope of wark in c�te utilization of the l Q°lo conti.ng�;t�cy,
any fiinds nat utilized shall be returned to the o��ner upon close aut ofthe pwchase order short.
THE BFllllER`S TO'CAL A�f7VE IS HlS TC}'F�.L B[D B3SED ON H[S UN�tT PRICE� ANI? L�DIV�IP SU�i41 PRICES At+iD T�IE
ESTih1ATED QUANTITIES REQLSIRED. 7'2Ii5 FiGL�RE 1S 1F0'R INFE7RMAT10iY OiVLY AT THE TT1Y7E t1F' OPENiNG B1ZlS. TEiE
CIT4' 4VILL lt4Alf� TIIG TA23ULATiON FRO�'i T�IE UNIT PRICES AND I.U14SP SE7M PRiCE B[D. IF THE1ftE IS ,�iN ERRfIR; [N T�IE
TOT.�L B4' THE BI:DDER, IT SII.�LL I#E C�N1,iNGEI9 AS C�IvL4' THE 1JNI'1' P12ICES ii�D Ll�R�TP S1I17 PRICE SHr�LL Gi3V7EF314, `t"FiE
Oi't'NEit RE$ERVES THE RIGI-IT Tt) SELF{:`T A�v�' iTFA4S ANE} t`3R I2F..lF�CT �.i,L BII�S� 'i'HF.'if}7'AI. C'RiCF. �i-Tt0i;1, RE; �3ASE�
t�N i'I'Et�fS SELECTED f;i' Tti� 4)�'a'?VF.R ��"i'HIS PR{i,l�CT.
`'«'i;�t.Cil�Y.i�i,:. .4'� �.�s.yi ](1 `).Lt�l"_).
, .
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,
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ADDENDLJM NO. 1 BIDDER'S PFtOPt3S�L
PRO.TECT: SID LICKTON PARK - SITE GIVIL CONSTUC'1"1(JN
PRO.TEC1' NO. 12-002�#-PR-A
ALTERNATE FTEiYi �UNIT TC3TAL
Nt). D�SCRIPTION UNIT �TY PRICE i'RIC;E
iilternate Items - Site Civil Contr�ict��r tu provide insw�anct, ]abor, cquiptnctit and matcrials for thc Scopc of W'ork rcquirc� in
perfonnin� constnict alternate items for Sid Licktoa� Sita Gzvi1 Cnz�struction
1. installatio� of Geo 333QCk �'oro�s Pa�ement Syst�m accarding tu �the
t�rauint�s �ncl specificatio��s L. 5. 1
,. Instead caf'riatilin� remoued tree and dis�ase ot� s�te �ravid.e druna c}B�pper
' <3nri chi}� tx•ee debris far 3anclscape mulela, coal#ractor shall st�ck pile chipped
tnulch at a convenient location �n siTe and turn cl�ip �eriodicall�r (tw�ice �
Tnonth) to cure fc�r (anc3scape muteh, shee�ding of trees for mulch is not
_� acceptable landscape mulch materi�l L. S. l
�. Instead �f i�atElin� ciearing �i �-ubbiz�g at existinn �rrass h-om site, stacl�
pile grass to decompose for con��ost, contractnr shall stock pile �•ub�ed
_� grass at a conveniei�t to�ati�n o3� site a�ad turn �rass pile pe�iac�ically {t�vice
a niontt�;) to allow to ciecc�mpose fc�r comp�st and nzixing in witl� topsoil for
_ �ass baseba)] fielcl and landscapin� fi11 soil inix verses bring in compast L. S. l rldd/Beeluct
4. BaP�ia sad�iine of retent�on po��cis sides, b�ttams & 5#eet
beyo�id tap of bank
3. Sub-totalofl'u7es1-�t
6. 1 t?�:o ContitFeencv uf ]ine S
Sy. Ft. $3,Q00
$
$
7. 1'otal af lin� 1, ?, 3, 4, ptus lit�e b- 1�°,�o conting�ncy $
�'KiTTEN TOTAL, ,�I�ICJUNI 1CYCLUI)ES LiN� ITElV15 I, 2, 3, �#, a►td b(x0% CG�1`l'i�TYUEI`;CY*)
E-OhiPA�iY'S NAR�iE: r1}�llRf�SS: CITY:
Z]P C4DE: T�i.EPHOtvE: FA1: E h9A1L:
PRt�lTED NAitE:
SiG`rED: 7iT1.F: DATE:
] 0°%a cantin�ency shail 6e utilized only upon ��rritten requ�si by the contractc�r for adctitional scope of �.vork nat �ncluded in the; bill of
q��ar�tiT�es to Che Owner, u�ritten apprc�va) by� ihe C}wner for ihe ac3c�itionat scope c�f �vork in the utilizatit�n nf ths 16°ip cc»jt�nee�nc��,
aT�y funcl� rint iitili�ed shal} he ret2�rned ta the c����ner upon cic�se c�tit of �he purchase arder shori.
TNE BIDDER'S T£?TAL A:BC?VE !S H15 TOTAL Bill BASED OItiT HIS UNIT P�tICES AND LUIVTP S[JM PR7CES AT� D TI-IE
ESTiN1ATEi? QlJA1V'TITIES REQUIRED. THIS FIGURE IS FC)R IN�ORMATtON �NLY AT THE TI1V[]E OF f)Y'ENiIYG
BIDS. THE GITY WILL MAI� TNE TABULATi4N FR�IY[ THE Illwi'I' PRJCES AIYD LUMP SUN[ �'RIGE �t1D. tF
THERE IS AN ERR�R iN THE TQTAL BY THE BIDDER, IT SHALL 1BlE CHANGED AS OI�ILY THE UNIT YRICL;S AND
LUMP STJM PRIC� SHALL GOV�RN. THE flWNER RESERVE� THE RICNT TO SELE+�'I A.NY ITEMS A1VD OR
K�,1�C'1' ALL 131DS. THE Tt7TA�. PRICE SHALI.. BE BASEI} ON ITEMS SEl.ECI'ED BY THE O�VNER �f�' THIS
PRC}JECT.
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CIiY Ol= CLEARWATER
PRE-81D MEETING SIGCV fN SHEEi
PARKS & RECREATION DEPARTMENT
RROJECT: (12-002m-PR-A� 50D LICKTE?N PARK — SITE CONSTRUC710N
DATE: MONDAY, OCTOBER 29, 2(}12 TIME: 2:3d — 3:00 PM
i.dCAT1�JN: FRANK CONYERS PARK CaNFERENCE Rt30M, 714 N. SATURfU AVE., CLEARWATER, FL 33755
Gearwa#er Representative and/or Consultant ( Representative's Name
i. LERQY CH1N
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CITY OF CIEARWATER
PARKS & REC, C}EPT.
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Phone No., EmaiO Address, Fax:
PHONE: 727-224-7141 �����
Email: Leroy<Chin@myclearwater.cam
Fax: 727-562-4825
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Time of
Sign-In
1:30 pm
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CiTY OF CLEARW�TER
PRE-BID MEETING SiGN tN SHEET
PARKS & RECREATIQN DEPAaTMENT
PROJECT: (Ti-OQ2d-PR-A) 5!D LICKTOIV PARK— SITE CONSTRUCTIUN
dATEc MONDAY, OCTOB�R 29, 2012 TIME; 1:3Q —�.00 PM
L�CATit7N: FRAtVK CONYER5 PARK CONFERENCE ROOM, 714 N. SATURN AVE., CLEARWATER, FL 33755
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Clearwater Representative and/or Representative's Name Print Time af
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� MAl�'DAT4RY PRE-BID CO]\FERENCE MEETING h1INUTES
SID LICKTON NA12K - PRt?JECT NQ. 12-OU2�-PR-A
SITE CIVIL CONSTI2UCTION
i7atetTime: Monday, October 29, 2012 (2; 1:3f� p.m,
l�ieeting Locatio��: Sid I_,ickton Park — Frar�k Conyers Conf. Rr3�
714 N. Satt�rn t'�ve_
Cieanuat�r. �'Ic>rida
Contacts: Citr� of Clearw°ater Froject Mana�er: Lerc�y C.:hin, ()fitjce: 727-�62-4856,
C'ell: 727-ZZ�-7IQ1. E-ma�iL I,er«ti.cl�in(ii>n�vc}ean��ate�r.carn �
C€�ns�rlta�ts: Deuel �, Assaciates Cansultin� F.,n�ineers —13riar� Barker, P. E.
�ibn-in �I�ee#s —"1 l�is is a rna��datory n��etin�. P�ease e��m�6ete tt�e sig��-in slieet legibi}- at�a� cc�m}�let�ly. t�o��ies
of t11e Pre�bid Cot�ference si�n-in sheeT will he cc�pied a��d provided with addel�di�in no. 2_
�. SdCOi"E O�' t�Vt)RKo
I3ri�f Scope of'�'dark: {de#aileci scope ofwork see technical s}teeifications and 7t3denciums}
l. Scope of i�ork for which propc�sals c�nsists for the Site C:ivil CoFitractor tfl provide insi3rar�ce, lahor, equiprnenfi;
and maierials foE• site cibii cai3struetio�� c�� �i for ne�v parki��g Ic�t; st�rm se�ver retention systein, �nd baseball fEelcls
i�lcludes but nat limited to: sha]( install siIt fencing; tem�oran- 6-foot hi�h chain lii�k constructian fe��cin�; ta•ee
bar��icades; removal af existing trees; demcslitiUi� of existing side«alks, asplialt parki�lg lotis anc� asphalt c3ri�ew�+ays
refnoval of exisfiing fenci��g or any otlier it��r�s nat to b� re�ised by the �wner; cor�struct all �mdetg�round utiliTie:s to
rvi�hir� 5 feet of restroo►n/press boa/ ec���cession buildirag roof canopy I�ne:. construct th� camplete storin s�:��er
systems inclt�di��g all stonns se���er structures, pipin�;, retentic�n pands, rough and fine gtadis�g and installatic��n of
I3a11i� sc�ddin�; re�ention ponds; i��stall the us�der draii� system ia� the landsc�pe planters, sic�rn� sGLVer pipin�= tat�
roofing �utter dow�� spouts, and tr�erich c�rain svstems around the basei�all back stops; install damestic water anal ftr�
sprink(er �vate�� to the �roposed bt�ilcling; clear a��d ��1ib the site of a(I grass cov�r and store o� site fc�r con�pt�sti��b;
composted soil shall be utilized in mixing �•ith clean topsoil for landscape areas inclt�di��g the baseball tield gra��ing
consfiruction; grade the site according to ihe consiruction drawings in prn�,ridin�; the retenTion �nds, tina� grac_3<:,s of
the baseball feids, cnnstruct suh-g►•ades of asphaiF parkin� areas and driveways, grass pas•king areas, con�:rete
flat�v�rk areas; (�wner has stripped tlae clay and putverized crushed shell ��arning track materials fram the exi ,tin�
ball felds and has stored at the Ciri�'s Nurse7�r Faciiity foe the Site Civi1 Contractor to collect and recanstruct. the
�aseball cIay infields and �uarnin�; track areas, fiaal gradir�g in preparatio�l of sod installations of ball fields and
ather site areas according to the dra�r�ings and specificatians. The Owner has elected to provide direct purchase
orders for building materiats to the Sit� Civil Contractor's materi�l vendors in having state sales tax savi►z�� for
tl�is pr�ject. The t)�v�ier wil! pravide purchase orders to the various material vcndors for thc Sitc C:ivil
Contractor providing building m�tcrials and othcr n3isccllancaus materials to construct the site r,ivil
canstr�ic#io�� works for ti�is praject. T'he successful bidder shali, at the preconstruction meeting, provide, his
vendors providing the buildin�; materials for the project. T1�e successful bidder sl�all be i��uladed itt Llie mate;rial
vendor's ihe bill of qua��tities and dollar alnount ��I�ich st�all i��elude all ap�lical�le state sales for maEerials
rer�uij�;d for tl�is pcoject, Tl» t�ti,��uer will c3evelup pwrchase c�rders for ihe Site Civil Contraetor's material
ve�iciors for �t33e t����ildin� �iiateri�ts less the state sales t�. D�iscrepancies between the drawi���s a.nd tl�e sca�fe t�f
work must l�e brought to tl�e attention of tl�e C�rtirner/ArchitecL'Engineer prior ta the biddin� date. If
discrepancies �rou�ht up afte�• tl�e bidd�in� date the rnost s�tringent discrepanc�y shall be utili�ed for ca�nstnic:zial�
and installatian af the �r�jeet; nc� adcfitional funds will L�e prc�videc� by the Owner.
Z. SCHEDi.iLE
The City wili i�tilize the following prelimiFlary tirnetable with the goal af selec�ioi�. This schedute ma;�� be
cha»ged snleiy at the City's discretion.
Wetlnesday, �7cfolber 1.1�; 2412 — Bid Advertisement
NIonday; t?ctober 15,,2U12 — I'rospective Bidder �r�ay Qbtain Bid Package
l�oa�clay:�3ctbber-29; 2Q�Z 1;3{! -3tUQ FM EST — Mandaton� P�•e-bid Co��ference — Frank Conyers Pa3•lc
Conf. Rm_ 714 N. Sat«rn Ave., Clearwater, FL
Fri�tay, Nov�mber p2, 2€112, i�::�€i (i�Ioon)-EST — Last day fcjr r�i�estin��s E�y the prc�:�pecti��e bidders an�c3
1
' MANDATORY PRE-BID CONFERENCE MFFTZNG MINtiTES
4ID LICKT(JN PARK - PR�JECT NO. 12-OO,�I-PR-A
SiTE CIViL CONSTI2UCTION
� �nswers. Ans��ers to all questions receivcd wi)1 be posted on the City�s ����bsite on this date.
Th�rsday,' 1:30 PM EST, Novemb�r 08, 24I2 — Bid Dae Date and Bicl Openings, 3r`' Floor,
Purchasing Of�ice, Munici�ai Services 13uiicling, lllil �outh 1�lyrtle Ave., Cleare�°ater, i�'L 33i5fi
' �t)IiTTI2dCT PERIQD: 184 CONSECUTI�'E C.4LEND.�R DAYS
3. Pre-Quali#rcatian
Contractor's yualificatians: sealed prc�posals ��iil c�r�}y t��e acceptec� frorn those Co�itractc�rs ihat are cz�n•�;�ntl}�
_� �it�� pre-quali�°ted Contractors, o�c has previousl� corlt�-acted ��rith Parks ar�d R�ca•eatioF� DepartmeF�� and t�as a
E�li��im�.rn� of� 5 year� experiei��ce in the construction cate��i-�- Uf R���clwav c4r, Parking L�t� Coi��truction tivith �
-" �ninij��u�n preq�talifi�aTic�s1 a:tr�aus�t �t �3Q0.{�Ot}.00
� �`o�ltractors wazlting to pr� yualify to bid cl�e pr«jeet m�ist do so by iill ot�t attauh���e��t i�� the bici doc.uit�et�ts i��
the tech�ical s}�ecifica�iol�s referenein� of five (5} refere�5ces tivith prc�ject r�ames, valu� of prc�jects, corstact
— persc�n, address, phc�ne number, fax nziinber, and e-mail address submittzd along with bid proposai or; bid
ope��ing date.
4. N3id Praposal Forrns - Ft�ust be c,ompletc;. Al1 quantities ani! costs must be filled ira. Please re- check �:c�i�r
_ fig�fres_ '
� �. Pro�osa� Ban�E — t 0°io bid bonc3 required.
6. Questions .4z Answ•ers; The Owner/ArchitectlEn�ineer �i31 acce�t questio��s ii� ��>�-iti�tg u��til �Yacl_ay,
Nc►vember 2, 2012, 12:00 (1'�r�vr►} �asterra Ti��►e axid �ia �ilicr ��estio�rs avill be a�:se�tecl ur ��asw�erec� dliier
—� tliis ii�Yie. Quesli�a� inay be 5enf tu leruv,cE�inr.i�;�rie�cl���rrv,�ter.c�am please ieidicate project n� and projiect
naine eviti� the question. +Questions avd responses dvilt be �osted on line wvwrzv.m��clea�v�ter.com on
-- November 2, 2012 b�� 5:00 I'M.
� 6_ I3ids due d�tes: Thursday, 1:30 PM EST', i�T4vember Q8, 20I2 aF��a�°d daie tta ibe tletern�ineti.
7. �ontractor awarded the project will �e issued � purchase order and notifiect by �hone call. The C}wi�er elec:t to
direct provicle purchase buitding �naterials for contractor to proti�ide ta.� saving of to the �-srojcet.
$. Pre-construction Meeting to be determine, contractc�r a�varded contact will be nc�tiiieci.
9. Scl�edule & Seqt�ence of GVork: �vill be determine+� hy the Oti�ner.
i 2. Fros}�ective $idders Questians Owner RespansQS to Biddin� Pac�:a�es
13. Adjourn Meeting
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Sid Lick�on 1'ark —1�1and�tary 1'rc-Bid i��eeting
Questions c:c Ans��ei-s
NTonda�-, Uctober 20, 2012
All c�ikesti�ns ancl ans��ers are pi-ovided to all cont►�actors because even tl�ough the questions and answ�ers w� addressed l�y�
projects tl�e question are interrel�ted and sc�mc, questions a�pl�- to all the praiects. 7"he cuntractors are respor�;sib3e to
revie�� all qi�estion� and a�iswers as tho�i�h it applies to his scope of wor}c. It is als« Itoted the seope of work rea=.i at the
pre-eanstruction meetin�7 is a l�rief des�;ripiit�l� �tnd the ce�ntractczr sl�a(l read tl�e cletailed sco}�e t�f work and is includzd in
tl�is bici prop�sal. Last day of qY�estions is Friday, Novernt�er 2, 2�12 at 1�:OU Noon no other quesiioa�s ���ill be accepted or
ansu�er�ed flf the posted time.
�. STTE CIVi]L CONSTRUCTION 12-t�024-PR-A
l. VUho po�ts the cancrete around the tr�enciy �rate?
A7�s��er: `T�e Ccsrycre�Te Flatwork Contractor Bic] Itic:, t}1-L�
2. ���o dves the constructio�n fencing/li�ht p�les?
ians���e�-: This work is under separate contrac�� fi�r �-emoval and re�l�cing ehe existin� fcnci�ig of il�e ball
fi�lds(baci:st�ps and relc�cating them tc� the neu 1�catior�. �Ne hai�e hids this ite7n and ��raitii�g f��r awardling the
c�»itr-aet ��isting. li�;ht �o1es and relocati��r� is urader Site Electrical/�port Field I,ightil�g Sy�en�s 77_.-t�024-PR-C
3. ��ho is responsiblc fc>r Sur��ey Lay�uc?
.4i�s�,��er: The City is responsibie fc�r 2he site l�vot�# and sibrve� wrrr�: for Sf}°�� t�f t%e la�ic�u� c��#� �ro�sasec� s�,eci�t:°
it�ms:
a. Baseball/ba�ckstop and fencing l�cations
b. �aul pales
c. �ll concr�t� #7atwoR-k incti�din� vertical ca��-l�s c�f par3:in� t�erea
d. Rest�•�omlpress b�z�Jcc�ncession buildi»g Ic�e�ti�n
c. Trasll dumpstcr cizclosur�:
f. Du�o�rt locaTic��}
Tt shall be nc�ted t17e O�r�i�e�- will �ro�-icie a �netin3e �takec�ut af the ab��vc itenxs any� additional sta[�eo��t �f tFie sarne
itenas fl�e co4t �viil l�e i�y tl�e contractor reque�ting� �il�e additi��iial stak��t�t_
���e site cc�r�tractc�r wilt be requir�c� �c� pr���ide }�is c�w�n stakin� ata�i Id�c�ut of Pais ���c?rk. Tt�e �ite C�?niraclor will
be reqi�ired ta ittstalls the silt fencing, temporary coa�sC��uctian chain link fei�cii�g and remotiral of existing fe��cinb.
4. May `ve eontract with the same surveti�or the City is usin�?
Answer_ Yes the a►�ti of the cantractors rnay contract �.vitt� the siirve_y� the �eity is using. Deuel � Associates Yhonz
numbej•: 727-8�2-415 l
S. May the sit�e contractor qnote for the other wt►r1: of the prnject?
Answ�er: Yes the contracta�• may bid any the items out for bid.
G. Vr'i11 #he Otivner accept the aggregate of #lie total of the items bideci to determine low t�iclde,r?
Ansever: No tl�e Ocvner t�•ill not add multi�ie item t�i�ether tc� determine lo�v bidder.
7. Whose job is it to de��elop the As-bui3t drawings?
Answe��: Each o,f the separate contractor u�i11 be req�ired to perfarin their awi� as-l�uilt and si�h�nittec! to thz
Owner's Engineer of Reco�-�l to close out the pP•oje�t ��ith SWF1�'MI�/
8. �AJiii the site cont�•actar be responsibie for the wheel stops an grass grac3�:f
Ans��ei•: Tl�e bid cloci�ments stafl�v thz site c�ntractor is t�� pro��ide �.ost f'ar brin� th� sud� �rade u� af t3,�° grass
parkin� are� ���l�ere Bahia� sQd can 1�e �aid, tllis is the l�ase hid tl�is ai�clu�ies sub �rade stabilization af t�h� asphalt
surface and grass parking areas and #illing wit}� #}�e apprapriate base materials ior asphalt {crush cc�r�cretf:} grass
parking (fill soil & co�7�past CO/'�0 mix). The �ltemate items request for installation Geo Block Poraus P��vei�znt
Systeln as speci�ed. These t��vo tiine and be found in the Bidders proposal.
9. Whn in�talls the wheei sto�s?
Answer� The Cnncrete Flai�vork C�ntract�nr (Rid 1�0, �l-1 �) will instal[ w}�ee} sta�s.
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Sid :Lickton Park — Mandat��r°y Pre-I3id Nleetinn
Questions & Ansrvers
1�4andav, October 20, 2012
1 Q. Are the wheel stops on top of grade?'
Ati�wer: The site contractor s'hall provide �tlle �-ades as �-equired per t13e coiitract dra�ving�. lf ti�e t}wner �elects ta
have the ribboa� �,irrt�s for #he wheel �tops t� be installed the «-i11 be on Yop af the rih�on cu�-�.
I1. Will the City have some one fuli tirne on site to handte disputes?
.Answer: Tl�e Otiva�er �rill have a sifie t�ffice at the sit�e tU resolve all is,ues. 4�'e feel ihe draw�ii��� a��d the ���o�e of
work clea��ly identifies responsibility beriveen various contracte�r�s and as staied i�� tl�e sco�pe af �vor}�: of tl�e
te�;hnical specificatior�s tl�e follo���n�;:
_� 5. T'he �it� Civii Confraetar of tt�is �rojcct shall coorcJinatc i� ��c�rk ri ith otl�cr 0���1�r's cc�r�tr�ctars g�e�-�oi-�Yri��g �tller
���ork c�n site. Co��t�icts si�all be braugl�t to the at�entio�s tc� flie C?�� raer a�1d ti�ill resoive anv cont"l�cti�a� i�su�:s.
_ ti_ it is n�tec3 ti�e �it� Cit�il Co��x��actar shall �ie €�c��uiz-eci tc� �,v�li3ia�atc ��iti� �I}� C�«°z��r's Cc�f�c�et� F[at����o��k �.
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r�s}�halt CorYtrae:ta�- i�� coor�inafio�� uf the sti�b-�rades for concrete tlatw�����k a��cl aspl�alt s�i�-f�ci��g.
12. Is there a wa�� to bid asphalt contingent on receivin� bid ati�rard for Site Ci��il iC€�nstruc�ic�u?
At�s���er: Iti�o
13. How does the ciirect purchase order sssteni w�rk?
flnsr��er: Each of the pril��e contractors �vt�o are awarcie�i #he cc?ntract f�r the �vork t� be pe.rf.'orr�ed at tl�ie Sid
Li�kton Park project s}�al� hati�c inclt�cl�a� al1 a�plica(�tL state sales tax f��� ali materi�is tc� he utilazec� foa� t.his
p�'oject. '�+;.t the pY'e canstructinn �»eetin� wit}a the OwE7er & Cons�iitar�#� the c�nfrac.tor shall he �rec��rirec� �o �prnvide
tl�e list c�f ��end�rs u-hom thev will be p�irchasiilt� maTerials from.
a. r'�n iten�ized list of materials cast �,-ith alJ a�plica�le state sales tax i��clu€�ed.
b. Upan apprc�val c�f anaterial �ubmittais by the consi�ltant cantractc>r shail #ill out the list ot materiai:; on tl�e
Parks & Recreatior� Depaa-tment's Request t� Requisition fonn.
�;. At a schedulec3 aneetin� the Ov,��er wi3i go ov�r ho�� t�s fili �ut ihe f�rs�� and tl�e info3rtaation require�3 on ihe
form. Tt will be ix�andatorythe reqtiNisition incl��d�, the invoices frc�m the material vendor mtist be se�rt directiv
tc� the contractoa- �rigii�a�ing tl�� p-equest to a-eq�iis�tiQn of tite u�at�r�i�zis �nc€ nc�� se��t direct'(y to the �ity ev�n
fhaugl� it is stated on thc �urc}�asc ordcr,
ci. Thc City will be issuing purchase orcler directly tu tlle ��enc�or fo�� 3T�aterials less the state sal�s t�x
e. `I�l�e amo�rnt of the purchase order p1tES the sales ta� ��il] �e ciucted Uf tl�e ��,r��-all value ot� tlre }�urcl�ase order
issuec! io tl�e contractot� �erfo��i»ing the wnrk at t1�e Si�l Licktoi� Park.
f. The Parks and Recreatio�l De�e. wall trac�; the tv�.at arnu«rit uf t}�e cvntractor's cUntraci less the direci pi,�rct3ase
vrdei� �o tt�e material venciors.
�. This docur�ent v��ilJ be issued io the conTr�ctor� of �ll expel�ditures �f �iis contract pti�rcha�e orde� �nce a. rn�onth
at a proeress meeting for the coniractor's revie�v� anc� coT�firmatinn.
1�. The tax savings will also be iracked and these f�mds ��•iil be place in the continge��cy li��e item oi the
contractor's schedule of values.
i. If tlie funds i�ot utilized u� the direet purchase order to the material vendaa- at ciose aut oi the purchase orde�-
th�se funds shall be returned to tl�e cantractor's pl►rchase order,
j. "Tfl pay a material vel3dor's invoice tl�e contrt�ctor is to receive the invaice. The naaterial delivere<i to the
contraetor sl�all be accoinpanied with a bill of ladin� or a pac�C:�ng sl�i}�. The ca�tractor shall conf`.irm the
mate�-ia( deliverec� r�zatches tl�e bili c�# lading ar a�acking slip and sigi�s oif and retains a ariginai cQpy in his
�ies. Wl�e�a [he invoice is sent from ihe materia� vendor for payn�ei�t l�e shall c�i�firm the �h��a doc�xments
rnatch a��d signs c�ff and send both docurnents to the Ov�'i�er for paymenx.
k. The C�wner tivill veritjr the t�n�o docun�ents match a.rxi e�ill approtire invoic:e for procr;ssi�3� fos- payment.
1. An}- of tl�e items listed above are not fcsllowed or invoices sent to the Clwner z�itho�at ver�ificati�n bv the
�c�ntractar c��ill delay the payment to the n�aterial vendors.
l4. �Vili it be required to d€� a€leductive eh�nge orcler far tlze direct gurchase arder of our c�n#rast?
Answer: There is a set value of t1�e contract a�varded ta the contractor based c�n his bid propasal far the projeet
and a purchase order from the O��ner v��ill be sent to the contractor based ai� the a�varded c<�ntracted �mc�u ni. The
mate��ial pu�-ch�sed is stil] ttie based �n the ee7ntract�or's fc,r ehe dire�;t �urchase �rcie�• req��ester� ar�� f��nd�s are nof
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Sid Lickton Park — I1�andatory Pre-Bid t�leeting
Que�tiuns & Answers
1�londay, t)ctober 2Q, 2012
coming directly fram cont�•actor's cair�pany aecount and are provided by the Cit��'s funcis tor this project.
Updated account of the projzct infor�natio�i is provided to i1�e contractor on a mo►�thl�� bases ar�d revi��;aed and
con�in�lation by al] parties, before the nexT report is issued. �t the e�ad of the cons#ruction �rojeci a reuon<;ili��Tion
n�eet�ng will be held between the Uwner and the Contraetor will be condti�cted t� eonfirm the ace�ountin� is
correct. The intent is the cont��acto�- shall ha��z received alt a��ailable funds (ess t(�e cantingenc}' aild any acfditic�na(
work requ�sted bv the Owner will co�n� out of the contingeney funds. The only� ti�ne a chan�e orc�er is r�equirec3
would 6e �e �have expended ►nore fi�ncls than is available at the ati��ard c�f tt�e contract 4-alt�e_ T}�e con2�in�enctr
t��n�1s bela�ig's to the O�v�ler as stil3ulatec� in the bir�c�i��g docu�nents a��c-1 il�ese funds �v�iE( �e ��ettu��7ed ict th;� O��iler
Y�v cic�sing ot�t the purcl���se order sl�ort.
Wha p�•inaes tl�e base g�i°iar to in�tallatio►� �itl�e a��h�lt surfaces fo,� the as��1�a[t ccar�t�~�ctor?
�nsti�er: Tl�e Site Civii C.o��tracto�.
'4�i�'hat about existing atilities on site?
Ans���er: the C;orrtractors are responsil�le to c��il in u��der�rc�zind iocate 48 }3c�u�-s �rior to anv e�c�vatioiis. :�i(l
coi3tractors shall note there are exisi3ng ��iilities fri�rn the R. O. p]ant �oing 87rough ehe site. Tl�e ��,•ner l�as
ic3entified the locations by s�fi€ di�gin� �f these t�nc3ergro��nd r.ttilitis;s hy s�trv�yinn ihei� �a��d are ,h�nwn �n ttie
contract �lacu�nent�. The f�wnel• will lc�c�t� these ufiilities fc�r �t�ae ee�ntractor a��d it is the res�onsibilit�,� of all
crnztractnrs nnt to (JtSit1CI3 thPSe «tilities. Ti�e c;ontractore sha11 sr�fF c�i� these �itilities �3ri<�r tc� e�c<z�:ations.
Re�naval of existing irees the Site �`ivil Cc>z�tractor shall tal�e exireme care �.rhen r�n�ovin� th�; tre� root and not
��u11 c�ut existing ��tilities.
B. RESTR+D�MS/1'RESS BOXICONCESSI+�N BUILDING 12-t}(}24-PR-�
�.. Wlho prov'des building pads in site work?
Answer: Site Civil C;�r�traetvr wili clear thz site and .sets building pad to tlie ri�l�t ele�atic�n ber�eat}� tlj� �ui[ding
siab.
2. Is fhe Gea-tech �n�ineer, tbe Sit� Civil Conti-aetv�-2
At�sr�ver: �ach ofti�e v�arious contraetar sl�all be ret�uired �to retain a tlrird �arty Gec�-tech E�Igineer r�f 13is �hoice. 3
original o� the� report shall i3e prr�vid��l one eacl� to C�����er, Consulta�it rxnd CIP rle
3. �Wl�a d�es il►e asjshalt tegting?
Answer: Each uf the various c�ntractor shall be requirsd to re#ai�n a third party Geo-teeh En�ir3eer c�f hi� ch��iee. 3
original af the re�ort shali be prov'rde� one each to t?wnei•, Consultant and ClE' tile
�. H�3�ti many asphalt borings required7
� A�3swer: The Technical S�eci�7catic�ns describe t�ow many is req�►ired or accarclir�g eo FI�O`� standarr�s.
�. llescribe scope between Building Electrical and 5ite Electrical Contractars?
Answer: The fve feet outside the i-oof drip lii�e is the (imits of tivork bettiveen the t��o cantractars However:
a. Al( electrical conduits (sleeves) for electrical service, teleph����/date, f7ber optic, eable televisic�n, fire
proteciion sprinkler baekflow• prevention device shall be installed by the Site Electrical Contractc�r� to the
property� lines and into the electrical roor�� locations as requirecl of the propc�s�;d building and provide (�ea1��
duty pu(1 strin� in the eonduit far utilization by t�thers. The Building Electrical Contractor shall be reqi_iired to
provide wire conductors for the electrical service to demarh Iocation of Prc�gr�ss Ener�y. Coorclination
t�eiween the 8uildin� Electrical Contracto�- a;�d �rc�gress Ei�ergy,
b. E1c�tricaE Service of fields 6 R, 7 is tl�e respansibility of the Electri�cal Srte Contractor.
c. A11 el�ctricaE condui�s for spc�rt li�hting, bullpens, batin�; tu��nels, seor�b�ards d�ta anc� e�eutrical ta i-��s���ll
backstops and other site electrical iterns horne runs into the electrical roesm is by t�e Site Electrica]
Gontractor. 'The Building Contractor shall confirm all site e)ec�rical is �in place prior to pouring ��ancrete
building slab.
d. The sport lightir►g panels �ii3st�allatio�l afld ���ounting in the electrical roo� is ttze respor�sibi(iry of the Site
Ele�trical contractar and ai] oiher items required to provide a c�mp�lete site operable syst�m. The R��ildin�
Electrical C�ntractor is res�nn�ib'le fnr providing electrical cc�r�duiis and wire canductars fc�rm the el�;�ctrica(
main ta tlle spor# ]i�hti��g panets to make t�aem operational.
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Sid Lickton Park — Mandatory Prc-Bid IYlec#in�
Questio�is & Answers
Monday, flctober �0, 2012
6. Who installs electrical panels'?
Ans�tier: Tlie BE�ild.ing F.,l�etricat C�ntractor is respor�sible for upstream fi�om tl�e rnain electrical anrl t;�uildii�g
electrical panels. The majorint ot� the existin� eiectrical �antls ��f tl�e spori iightil�`� shal! l3e reltszd ne�,�� 4pc�rt
li�htin� electrical par�e(s �s reyuired is the res��nsibility af the Site Electrical Cc�ntractor. This infarrn,�tion is
also explained in detail c�f the detailed scnl�e work �in t11� T�cl�nical Specife�ti��ns t�f the bicl dc�cuinents.
7. Is the City the ow�ner of direct purchase?
Answer: Yes, Cit�� is the otivner of the direct p��rchases, Ilo��rever tivhen thz rnateriai is dzliverec{ to t}�e site al�d tlae
cantra�e-tor acce�ts the delivery it �s tl�e ees��onsibility af t�» c�niracto�'s i� igau� t)����ier Qf the materi�ls anc� i�
res��oi�,ible for �t durina instailation arld final acceptance c�f the work by the 0����ei-.
�. 1� ti�e �€�ntractor requ��°ec� fo proti•ide k�uildei•'s z•isk izs�uranc�"'
��ns�x�r: Y�s anc� E1�e {..'i�- of Clea�•water sllall �Is� be c;z�ter��i c?n thz �t�ilz�ers ins�irai�ce p�li�,�°.
C. SITE ELECTI2ICAL/�PORT FIELD LIGI�TI'�1G SYSTFI�1 1Z-4U2�-PIt-C
1. Is a�ea-tec1� reqairec� for faandation?
-� r�nswer: �'es, a third pariy g�o-tech en�ineer must c�bse��4e tl�e b<�ring and the concrete li�llt pr�ie set in ��l;:ce. �1n
grig�nal ct�ptes �fthe r�port mtist be prnv�ic3ec� tc� the �tii����r anc� Str���,t��r�l t�.i-r�inee�-
2. iloe� the et�ncre#e ligltt poies rec�t�ired 3a be re-c�ertified?
Ans�-er: Tl�e Citivner's Strr�etural Engineee h�s inspected all th� concrete el�ctrrcal poEe, and he lias E��ravie�ed
i�7stallation signed sealed drawings for tl�e eIectrical eontractor to c�btai�� the bt��idii�g pern3it.
3. Whes�e are the locations far the poles?
Ansti�ver•: T�ie plans have been pz•ovided sl�owii��; existing ]oc�afiians and prc�pose�i locations• ir� tt�e a.ontr�ct
documents.
d. Da the concrete poles need 4o he r�ccrtiCecl`?
Answer: t�Ic�, the �oncre#e light p��les t�AVe bee�� a•eviewe€1 by ii�c a StB°uct�iral �n�inccr and conEirrxis €he}; arc rc-
�ise�►�lc and signed scalcd drawing arc provide by the Siructural Engineer for b�iildiii� �enni#s to be� obt�iiiied by
the Site Electrical Coi�tractor.
5. �'ho is doing de�iolition on esisti�ig s�ort Iigliti�i� syste�r�?
A��s��ver: Tl�e existi►lg sport lighting s}rsteni is �iul be derrioli�l�ied t�ut are rcrrfuved anti s[ored uL the {:?wner's
Nurs�ry Fa�ility ac;�oss Saturn Ati�e, and reinstall accardin� to the co�t�•act do�uments.
Ti�e sc�pe of work states the fo11aF��ing: the Site Elect��i�al Cort�tractcsr to prot�ic�e ii�su�-ance, ec��aipn�en�t. �abor,
and electrical n�aterials fflr the rerr�oval � saivage of existing sport li�liting systems of sever� {7} baseba�ll #ieids
stare at Own�er's faeilities, the Ga��tractors shall reinsiall salvage sport lighting systerr�s ta tlae new layou�t af Sicl
Lickton Park baseball fie�ds; battin� tUnf�el sport (igliting; install n�u� bullpen ligi�ting fxt��res uiilizing �e:xistit��
concrete p�les provided by Owner, neut seoreboards provided b}� the tJwner, n�w spot/tloacf li�hfir}g for tlag pole
and park identification signage; re-lampin� of atl existing sportin� li�l�ting fixtures; new Musco spc�rt li�i�ting
systein lnounted on eaisting pales provided by the (h�i�er; ne�W site elect�•icai syste7ns; riew ete�trical pa���eis; re-
aiming of sport Iightinb system to meet ne�v photornetric confi�urations per MUSCt) re-aiming layout a:,cording
the pl��s anc� speeifications f�r the project. The Site Electrical Contract�r sl�all coc�rdinate new �Iectrical: service
�rrit� Prc�gress Energy to co�nfirm lacatior� of new se�-vice. The O��ler's iand su�ve��or s�al1 stake 4�t �nce a11 [i�lat
pole locations foc the new baseb�l�( �eld 1a�o�t, bullpen liat�t po(es hatting tt�nn�l iight� }�aies, fla� pole, }-�ark site
identif icatioc� signage, neti�r ldcatic�n of �lectrical panei service for baseball �eld 6�, 7 for the Site �: iectrical
Contractor. Any otlier ligl}ting stake out rec�uirernents after Ch�ner 3�as }�er-#or�ned the initi�l stake otrt of the
eieciricat site ligl�tin� systems any additionaf stake out shalt be ihe responsibility ofthe 5ite Electricat Cor.�tractor.
5. The Site Elecir'tcal Con�ractor sha11 ij�stall existin� and ne�� baseball electrical panels c�f fieids 1-5 in tl�e e lectrical
rot�m afthe praposed ct�ncession/restroom/press box building. The F�uilding ec�ntra�.tc�r shali instal) cc�pd�}its �nd
c�nductors frc�m the fr�m the main eleetrical service panel to the sport lighting electrica] panels and ail o'ther site
electric�l fc� these basebal} �elds_
Ei. Tl�e Site Eiectrical Goiltractc�r is reqtlirec� to instal� aIi site canduits, electricai, data, teleplic�ne; cable te:levision
4
Sid Lickion Park — M�andatorr� Prc-Bid l�'[ccting
� Questious c� Answers
Monday, October 2Q, 2012
con�liiits f�ot�n t1�e� property linss to the buildin� service pafi�els as sho�fn on the dra'�vings accordittg to th�
s��eciti�,atini�s and provide pull strings as necessvy ii1 il�e condt�its for future use by otihers. "I�he Site Eirctrical
C;ontractor st�all be rec��aired to provide electrical panels E�r 1�ields E� & 7 a��d all oTlier site efect�-ic�l com�c�n��.nts ta
for a cornplete c�perahle electrical systean accc�rding io the c�rawings and specitications i��el��ciing f�ield 1--5 and
batti��g iunne�s.
7. The Site �,lectrical Contractor shall be required to pravide a11 site electric;al systerx�s as shc�wn on the dratiy�i3� ��s and
specifications,
�3. Cf3NC`]f�ETF FI.AT�`(?RK & CONCRL+;TE'��'t3R[�S �1-13
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�'Vh+� i� respo��it�le #`or t3�� eIec�rical, s�t�o s�t�es ecanc3uit beneatia the proposed i�a��ing`'
A��s1��er: Site Eteetrical C;c���tractor w°zll install site ele4tricat priar to i�istallatia�� of c�i�c��ete 47atc��ork.
There are phase 1 an�l 2 c�n #he drawings, hc�w will this affect the cor�struc#i�n ot the pt�c�ject`�
t`�ns�.�er: there ai-e t��.�o phase to the �roject. Phase 1 there is �inli�T�ited acc�ss to tl�e project site area h_y the
contractors ta perf<�nn his work. Phase 2 is the area the R. O. ��lai�t coaitractc�r will use tk�e ��ro��osec� :i��l�alt
dri��eway access io the R_ C�. plant tp car�strnct and the caxrtfelds of tields ? anri �4 � ill be �Iimited access. 7"he t��o
reteEatini� pQ�i�ds l�ill ��at be constn�cted ��ntil later �art of d�e project. '�'h� phase 2�rea wilI be reqaaia-e�d #c�
construt.t 2 tivater tanks and dernalisheti thz existing urater tank. It is fo our u�de�-standu�g it dvi II take 6 n�c���tl�s tc�
dem�lish and build ti�e two w�ter tank. The R. O. plant is scliedl�ied to he�ir� the first of Ja�nuarv 2ti 1'?,
�ltjho is responsible to install concrete slabs for dugouts?
Ans��,�er: Concrete slabs af the d�:��QUts are ii�cl�.�ded in Cancrete flatwQ��k Contg•actor's scc�pe c�f tiVOrk.
E. A�PHt�LT SUl'tF4CTI�it; 0'�-13
l. Is the�•e stripi>ing and signnge on this by the asphait �onta•acfcsr`'
A��swer: No. the Ow-ner has a blankei purchase c�rder ic�w- this r�o�-k.
2. Dsa rvc coir�e in once c�r twece because of li�e !wv pl�ases?
Ans�ver: �['l�e i�rtei�t is fvr the as{�l�ait ce�ntract�7r to ce7si�e iU tt�e sile �tzce.
3. �'hdt is �3c� ��ou mean minor grading?
Ans�ver: "I`he asphalt surfacing contract�r maybe required to do leveli��g around storm sewer �atch �as'r.i�s a��d
other hard surface to make sure the 1�5 incl� of aspl�alt st�rfacin; is prc�vicied and the prc��er drainage is ac;iiieved
towa�•ds ti�e drainage structures or swales.
F. BASEBALL DUGOU`l'� Ii�MUVAL & REINSTALLATION 03-13
No c�uestions
C. �e��eral Qu+estio�s:
1. Anything about Musco Lighting System?
Ans�ver: The Site Electrical Co►ltraetar «riil »e�d to .re-la�-��ped al] libhtii�g #ixtures
2. Does the sport �i#e lighfing nee�i totally rernov�d d�ring co�struetinn ar�d ca� rvve ��a�e the�� in tlae i�e�v It����atic�r�s
after they �re r�moVed?
At�s��rer: A�l the ea:isti�a�; sport lightin� syste��7 needs to be ren�eved ir� its enti�-et}• anti stc�t-ed �t the C:►���8��1•'s
Nursery Facility across Saturn Ave. The existi��a li�lat conerete paEes ean��ot be plai;ed at theif� new loeation
because the site need ta be cleared and the site brought the pro�er elevations.
3. Do y�ou have a buclget?
�ns��er. Yes, but �e do not provide this infonnation.
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�t1)1)ENI?tfNi I�O. =3
1)ATE�: \ovetxiber ti, 2412
"�'O THE DC2AV1�'1NGfi ANn PRQJECT N1�1NU.AL Ft)R:
CI1"�' OF CLEARV4'ATE12 - Parks 8z Recreatian [}ept.
SIB L�CTQN Y'�1T2K
SITE CIVIL C()NSi'Rl.�CT1C)N
PROJECT N(). 12-Q�2�-PR-A
[)ti7'EI3: Se�temb�r, 24i�
P12EPA1�tE� BY: PA:RKS A�Ill ItEC�}LE,�`i'IC)N llEF'ARi`I41�TV"T' PL.ISKG1 AKC'1-t]TFC"i'[JRF
i(Hi 5.11�1YRTLE .�d•'E. 8{!0 DREV1' STEiEET
CLEAKi�YA'TE12, FL4}2[UA 337�6 CLEAEZWATFR, F'L 33'TS�
PHQiVE: 72?-562-�856 PNC3NE: i27-�ibi-72tM1
FA�: 727-562-a82 �+ F.�X: 727-4ti 1-003(t
'CHIS Al)t)FiVT1IJNT IV(). 4 3S iSS[3F'iD °T'C9 FXF1eIT? fiHF: FtET?Ik�IC: i3A'1`F; Rs 11tif �.�).1'}�: ���}, P,�#`4'}V��'N'i" ATVi�
PERF'�RMANCE T3C?NJ�JS TO PRUJECT BIU .AND Tt} CLARIFY, TO PFiOSPECTIVE SII}DEFtS FQR SITI; CIVL
CO'vSTRUCTInh i'12t?J�;�"M' NO. (�0-0@24-PIi-A OF THE �t}NTRACT DOCUMEI'�TS F'�R 1°HIS i�4'QRk:., THIS
:1I7DG�II)Ul�'I CClNS`F1"TLJ"1'�:5 .A t'Alt1 t)F' iHl�; C;43�1`1�KAC:!' l)UCUiVtk;l�f"t'�. AC;KNUWLt�;llt��: 12N;C:�;1Y'I' Ula' `i'Ht5
AI)DE:VDUIM C?N TNE PRUPt)S�E. F(?RA7.
a'ART i PR(IJECT MANUAL
Mtean No. i; Bici (�ue i}ate Exter�ded tr� 14:�i3 AM c�n Wed�aesday, Novetnk�er �«t, Zfll2
ltern No. Z B3d, P�r��rmanee a�d ��'syn��r�� 13or�ds
i. Furtlaer rev�ew� by �'-ity of Glearwater - Le�al L?ept. it ��as determined basEd on Sect�an 255_(35 Flaa�ic3a Scatu�s nnl�� fsrovi�es
lecway for a lc�cal �;c�vem�neiit entity to e:xejnpt the bid bonds and }�aymentr'perfc�nnanic bc�nd rt.c�uir�rrients, i f the cc�ntract is
fAr �20p,�00.0� or less. Base� on th�� Ic�al clarircaiic�n s�SOttIrl the i3idd�r's Proposal is more th�n �200,4(��?,0{1 ft�r tl�is
praject Confractor �nust prc�vicle a bic� �ond ���hc�a submittin� hi� pra}�nst�i t�nc1 pravidc a p�}�n�cnt`perfonvtta�CC b�n+cl shouid
histher campany be awarcled the pr�iect b}� the C:ity� Cauncil and is his bid is ov�r $?O(l,�ti(�.�0 according t� tl�e contract
�3ocuments.
2. `I'he Sita C3viI Contracwr who ca�lnot pr�4�ide a i3id Band and Fa��anenU`P�r�armance k�ond ra�a}� �ontaet o2her :f3uildu��
C`ieF�e��al C'outractors u�l�iu atterid�:�] tlie IvTandat��rv �'re-�3itf Gc>i�a�err�k�:e a��cl _jc�iut ve��ture �vsi]� k1�e���. '1"i�ie pr���vsals �i�ib�nit4ect
sl�aU be separate Bidder's Propt�sal fcsr the Prajec;c �(o. 12�t1024-PR-A Site Ci��il Cc�i-�stn.�cti4n �and not included ir� �.viih
Buiicii�g Gen�ral Canieactnr's praposal f4r ��t�rk he iti biddi�g on.
3. Building Ca�itract�rs �v3�a at[ended the I�landatc�ry Pre Bid Cotif�rencs is attached. l pa�e
END t}F:�Y}llF,'1VL1[1M Nl�. �
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C11'Y CiF Ci.E,�1RWA;i�R
FRE-BID #�I�I�TfRI� S1GN IN SNEET
PARK� & RECF2EATat7td C1E#�ARTMENi
P€tQJ�C�. {12-(i024-PR-E�} S!d LICKTQ�d PARK-Fi�STRf)�'JMfK'RESS 8C►K/C(7[VCESSI{J�9 B111�DtNC-� � �
t�A�"�: 1�10NDAY, OCTt�B�R 29, 2t}1� �'1ME: 1t30-3.{?U PM
� �C3CATiCDril: FRANK Ct7NYER5 PAR� CO�IFERENCE RC}OM. 71� tV. 5,�?'l1Rfv AVE., CI.EARWATE�t, FL 33755
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� Phone Ncr.,.�rnatl Add�ress Fax: Skgn-In
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1. t,�Rt}Y CHI�t C�iY OF CIEARWATER Emai{ Leray Ghin@rnycMearwater.cam � 1:3A pm '
� PARKS & FiEC. ��PT. Fax: 727-562-4$25
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GENERAL NOTES:
1. BHMICH PIPE SQ6 ME 1' UNlESS NOTED OiHER'MSE.
SEE SHEEf iP701 FOR
CONNECTION i0 NE'N
7Y' SIA�IESE FDC�
SRE UTILRIES CONTRACTOR IS
RESPONSIBLE FOR COldPLE77NG THE
UNDERGROUND PIPE INSTALlATION TO
PN ABOVE GROUND CONNELiION FIANGE
WIiHIN THE BUILDINC AT 12' AFF.
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GENERAL NOTES:
t. BRANGH RPE 4ZE5 AftE 1' UN(ESS NOiEO OMERWISE
1 1
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�10-19-12
�10-2-12
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# AA C 000813
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2ND FLOOR FIRE PROTECTI� PL�
SCALE: 1/4" = 1'-0" �NORTH
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ADDENDUM NO_ i
DATED: 4ctober l5, 20l 2
TO THE DRAWINGS AND PROJF.CT MAI�iUAL F"�R_
CITY OF CLEARWATER — Parlcs & Recreation Depi.
SID LICTON PARK
RESTROOMlPRESS BOX/CONCESSION BUILDING
PROJECT NO. 12-0024-PR-B
DATED: September, 2022
PREPARED BY: PARKS ANU R�CR�ATION UGPARTMENT PLISKO ARCllIT�CTUR�
]00 S. MYRTLE AVE. 800 DREW STREET
CLEARWATER, FLORIDA 33756 CLEARWATER, FL 33755
PNONE: 727-562-4856 PHONE: 727-d61-7200
FA?C: 727-562-4825 FAX: 727-461-0030
I'HlS AllllENllUM NU. l iS ISSUING SECTION I ADVERTISEMENT OF BIDS & NOTICE TO CONTRACTOA.S AND
CLARIFICATIONS OF DRAWINGS TO CLARIFY, BIDDER'S PR�POSAL TQ PROSPECTIVE BIDDER,�+ FOR
RESTROOMIPRESS BOX/CONCESSION BUILDING PROJECT NO. 00-0024-PR-B O� THE CONTRACT D(?ClIr�1ENTS
FOR TFIIS WURK, THIS ADDENDUM CONSTITUTES A PART OF' THE CONTRACT I)OCU1�1 ENTS.
ACKN4WLEDGE RECEIPT OF THIS ADDENDUM DI� THE PROPOSAL FORM.
PART I PROJF.CT MANLIAL
Item No. i: Section I
l. Advertisement of Bids & Notice to Contractors — i page
2. Gantractor's qualifications wording see attachment
Ite�n Na 2: Dr�wing Docu��ze�its CE�rific�tions
1. Civil drawings are provided for inforrnatian purposes to the Building Uenerai Contractor and to identify scope of wor4; on
civil drawings. The Building shall be responsible for the following items on the civil drawings:
a. Building General Contractor shall canstruct trash dumpster structure see loeation and details on civil drawin�;s
b. Provide and install elecerical wiring c�ntluctors f�ou� mai�a e1eckri�cal �anel t� Rui��t uf cunncctivi� of clecL�ical
service at property line on Saturn Ave. and coordinate elzctrical service with Yrogress Energy. 4" conduit shall be
provided by the Site Electrical Cantracior.
?_. The follawing scope of work sha11 be performed by othen.
a. A11 low voltage wiring and hArdware provided by others, Building General Contractor shall provide aU electrical
conduits, raceways, junction boxes from point of service to junetion boxes for; data, telephone, cable televisican, fire
alarm system, security system, public address system, sound speaker system, audio visual sysiems.
b. Range hood and stainless steel wall hacking pr�virle by athers Building General contractor to provicle electri�cal
conduits/raceways and connections of range hpod for liahts, exhausdsupply air fans operation as necessary.
c. Fire suppressi�n system provided by others, Building General Contractor shall provade conduits raceways f�r fire
suppression system and electrica( connectians as necessary.
d. Gas water heaters Glearwater Gas provided site gas piping, gas meter, �as house piping, water heaters and e�:haust
flue; Buildin� General Conuactor shall provide electrical connection for water heater, all domestic water
connections and b]ow off to hub drain as necessary
e. Site electrical and baseball field sport lightina system provided by others contactor shail not pour concrete slab uniil
all site lighting and sport 1 ighting systern conduits i raceways are installed by athers and coordinated with thES Owner
of notice of pourin� concrete s3ab of building.
END O�' ADDENDUM NO. 1
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����€��;r����rz� ����,°� _ �U."a�. �:�
�9x«��Is7�il
ADVERT{SENlENT OF BlDS & NOTICE TO CONTRACTORS
S►D LICKTON YARK- RESTROOM/PRESS BOX/CONCESSION I3UILDING
PROJECI' PIO. 12-0024-Y1t-B
CLEARWATER, �LORIDA
Copies of the Contract Documents and Plans fe�r this Project are available for inspection and/or pu�•chase by pros�:�ective
bidde�'s at the City of Clearwat�r's PCan R�om - website address: d��+,�� Ei�t�t'_1��rw��te�c��rri.�it���c,`}ect�, ON M�andav,
October 15. 2012, until no later than c(ose of business three (3} days preceding the bid opening. Yrice of Co�iitract
Do�uments and Plans, as indicated on the wehsite, reflects reproduction cost only,
Scope of fVork: Thc w�orh far which pmposa}s cofuists the 6uilding Gcixral C�ntractar to pruviJe insuranee, labor, equipment, and building materials lar new
eonstructian of a two stury restroom/press hox/concession buitding inciudes but aidt limited tu; all constn�etion �f u�dergro�md utilitit�s to 5 foot ouiside limils of ronf
canopy �ine and beneath the roof �anapy; eunnecti�ms of all undcrground bu�iding utiiities to Site (:�itractor s underground utilities; buiid in� contractor shail tx: required
to bring in elec�ricui service suad provide conductor wiring fram U�e property litte 1rom 1'rogress Energy electrieal service point of coru�ection; provide and insta[I �ense
trz�p inctuding sanitary building sewer iiEie connectiun to exisiing sanit�uy sewcr line; cmutruct all masonry plantcrs around building, these pla�iter are locatrd o:itside dic
Jrip fine ot the uwf ca�wpy. Q�vncr's Site Civil Contracior shall instalt the drainage systcm �nd planting soi I of thc planters. 'Ihe L3uitding �antractor is rt��uired t�
cur�s�ud ali utfier iterru related to the masonry �lanters; construct masonry trash dumpster enclosure according to !fie drawi�gs and specilications; conStruct concrete
tlatwork beneaU� tlic uuiopy rouf line io outsidc the building cannpy support culumns structure and roof line, mncrete slab paving patlem and e�cpansionlsaw cut
co«U-,n;kiaE juinv shaN matcfi paving pattemJmedium broom #inish as shawn on the site pla�i this work shall he eoordinated evl[h Ute (hmer's cottcrete fl�tvvork
contraetor, consUuction trude works inctudes but nat limited to: reinforced conerete footing and slabs, ma�onry, plumbing, electrical, niechanical ]iVJAC; system,
clevator; glazing; fia�nii�g, paintir�g, lini�hes, milhsork, roofing. "Che scope of wark is a lump sum contracr, there will 6e no additional funds provided €or missing
quantitirs or additional costs tp perfurrn the building construetic�n works for this projec! as shown on the draavings aad speeiiieations. "ihe Owner has e:ected to
providc dircct purchase orders for builcting rnaterials to the Building General Conaactor's material vendors in having state sales ta,x saving for this projeet. The
Owncr xvill provide purchase orders to the vazious uiateriaE vendun for tlic Buitcting Cn:neral Contractor providing buildia�g materials and other miscellaneous
matcrials to construct the hvu story restroom/press Uox/eociccssiun Uuilding li�r ti�is pro}ect. The suecessful bidder shakl, at the preeonstruetio3� meeling, provide
his vendors providing the buiWing matcrials for the projtct. 'I'he successful bidJer shal) b� includ�d in the materia) veodor's the bill of quanti[ies �vr.ci dollar
amount wRich shail include a11 applicable state sal�s for ntaterials reyuiied fur Fhis prujrcL The (hvner ti��ill develop purchase orders ior the k3ailding General
Contractor's matcrial vcndnrs for the buildiag materials less the state sales tax.
Manclatory Pre-Bid Conference for all prospestive badders will be held on 1:30 PM, Monday, October 29, 2�D12 at
frank Conyers Park Conf. Rm. 71�t N. Sat�rn f1ve., C[earwatcr, FL 33755 Representatives of #he Owne�r and
Consuiting Architect & Engineer will be �resent to discuss this Project.
Sealed pro�osals wi11 be reeeived by the Purchasing Manager, at the Yurchasing Office, lacated at the i�vlu:nicipal
Services I31dg., 100 S. Myrtle Ave., 3"' Floor, Clearwater, Plorida 33756-5520, until 1:30 P.M. on Thu�rsday,
, Navember. 08, 2412, and publiciy opened and read at that hour ancl place for SID LICKTON F.�RK-
RESTROOMIPRESS BOX/CONCL�;S.+�'1LIN 13UlLUiNtGPRQJECT 11i0. 12-0024-PR-B
' A complete bidders package containing plans, specifications, bond farms, contract form, aff'tdavits and
pro�USal form is available to the general puniic (Contractors, Sub-contractors, suppliers, vendors, et+:•.) for
rcview and purchase. � ��:�9�.e;�"�°T', t �'�tbt!'�ia �f�t' '� t�ti�t�l�ih:ti�ia�li�e �c�tijt't:i ��i���'��`?S_t� �t E�� t��2.�' ��g.. ��t�C;�°�:t?t�c� �`It31i-_ ?:�1i'>��`
�..t)IiII"IC,��)I';a ��1�.i� �ilt,: '�%lElt,$I��r � li� �Ie �4E:t�9iik'�� C.�€�tEE�T'il�`%�af.`+ tt2 e�l�' i�i'sta�nl!"1k4��1t�a1 f;zzTL!'t'i`j, t� � d7t@t�11� I.i"Dw��.
� ��tt�ttl���+�� ;c�it1� �� ���ii���€���r�� �_'s� �a;���[�,��::��i��i�� ;i��it�z���� t�'����+(i.€�#�d3a �1��, _ ,_ _ .�_ :
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C,a3t2�k"a.�,ti��-�; t�, �t�E1St!x. 1i} �'C"� ���E�i�tf'i' l�° ��ial $��r^ �'st"f{[�'c't Il2t&E'; €Is'r �;K; 1�.1's,3 t:' € ekc c °a #E �a :3:; �;��€<�?� ftl;,�:- It� ��la" :�,�� .a� .:€ia�3,.$.
��ztE�. � . �
Bid band is required; contractor rnust hald his bid for a minimum of niiiety days frotn date of bid apening.
The right is reserved by the City Manager of the City of Cl�arwater, Ptorida to reject any or all bids.
1-he City of Ciearwater, Florida
Michael Munay, Purchasin� Manager
(727) Sb2-4633
Addenum no. I SectionI[1�12-0Q24-PR-B.doc
Page 1 of 1
7CL3I2012
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AllDEiYDUM NO. 2
DATED: October 30, 2072
TO THF DRAWINGS AND PR�JECT MANUAL FOR:
CITY OF CLEARWATER — Parks & Recreation Depi.
SID LI�"TON PARK
RESTROOM/PRESS BOX/CONCESSIOPY BUILDING
PROJEC"I' NO. 12-Ofl24-PR-B
DATED: September, 2032
PR�PARED BY: PAI2KS A1�TD RECREATION D�PARTM�NT PLISKO ARC:HITECTURE
l0U S. MYRTLE AVE. 800 DREW STREET
CLEARWATER, FL4RIDA 33756 CLEARWATER, FL 337�5
PHONE: 727-562-485fi PNONE: 727-461-7200
FAX: ?27-562-4825 FAX: 727-461-0030
THIS ADDENDUM NO. 2 IS ISSUING ARCHITECTS SUPPLEMENTAL DRAWING, SIGN IN SHEET TO P��:E BID
MEETING, PRE BID MEETING IYIlNUTES, AND QUESTIONS & ANSWERS TO CLARIFY, 'BIDDER'S PROPOS�AL TO
PROSPECTIVE BIDDERS FOR RESTROOM/PR�SS BOX/CONCESSION BUILDING PROJECT N0. 04-0024-P1ft-B QF
TflE CONTRACT DOCU111ENTS FOR THIS WORK, THiS ADDENDUM C(?NSTITUTES A PART OF THE CON"I'RACT
DOCI7MEN'�'S. ACKNOWLEDGE RECE�P7' OF TNI� Allll�NUUM ON 7'HE YNUYOSAL FURM.
PART I PR03ECT MANUAI,
Item No. 1: Architects supglemenfal drawings clarifications aad specifcaiions
3. Clarificatians of sheet items 1-8 I page
2_ Speciftcations of aspha�t sing)es — seetions l�7� 1 l, i pages
3. Drawings R-, R-2, R-3, R-4, R-5 5 pages
item No. 2: Sign in Sheet — l page
Item No. 3: Pre Bid Meeting Minutes -2 pages
l. Geotech Engineer's report provided at the meeting
ltem No. 4: Questions and Answers —� pages
l. Last day fvr questivi�s Fri�lay, Nov. 2, �012 - 12:00 Nvon uo questiuris ur an�wer wi11 be accepled afier the poslee! tilne.
END OF ADDENDUM NO. 2
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� Lcroy Follo���i��o ltems need to be addressed ii� ai� Addenduin:
lten� No. 1— Base Bid — shatf include an Asphalt Shingle Roof in 1 ieu of Metal Tile RoQf
, detailed on dra«�ings. Specification Section 0731 1— Asphalt Shing3es is attached atong �vith
Flashing Details R- t and R-2 dated 10-22-12 repiace detai[s on Drawing A-2.4.
Item No. 2— Room Finish Schedute on Drawing A-6 — Base bid shalt include sea(in� concrete
� tloors in Rooros 101, 102, 1�3, 105, 107, 107A, 1 IQ, 1 I 1, 1 12, a��d I l3 witt� co��crete tloor
sealer specified in Speciflcation 09900 in fieu of Silikal as nated. Base shall b� 4" Resilient Base
per Specification 09653. Elevator shall have VCT floor in lieu of Silikal.
' Item No. 3— Drawing A-2.�t Raof Details — Attached drawings R-3, K-4 And R-5 dated
] 0-22-12 revise detnils a 2.4-01, A2.4-02, A2.�}-03, A2.4-04 and A2.4-04.
, Item Np. 4— Portfand Cement Plaster (Stacco) — Stucco thickness over wire lath sha11 be 7/8"
thick and over masonry 5/8" per 2010 Flarida I3uilding Code. Refer to drawings R-1, R-2, R-3
and ft-4 attached.
, Ite�n Nu. 5— Finish Hardware SpeciRcatian Section 0871U — Door 14A shall have a push
butto��Jprx lock with permanent core in Iieu of passage set similar to Hardware Group No. 6.
' item Na. 6— 5heet iLletal Flashing and Trim Specification Section U7620 — Gutters sha11 be
instalied level d�%ith sl�ped b�ttom ins�rts i� ith a miT�i�num iJl b" �er fc���t slope to do���nspotits.
Gutter ehpansi�n j�ints inciicated on Itc�of Plen sheet A-2.3 show have end dams and cover
' p3ates. Submit gutter and downspout shop drawings for approvaf before fabricating.
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item i�to. 7— Door 5chedule Sheet A-G — Door Numbe► 1 fi to have clear fire safety glass in lieu
of wire glass as indicated.
Ite�r� No_ $— Sturefran# Details SMeet A-6 — S�ill flashing shali be turned up at ends typical at
openings.
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APA 10.1?
Sid Lickfon
SECTION 073i1 — ASPHALT SffiNGLES
PART 1 CENF.RAL
l, I SUMMARY
A. Section lnciudes:
1. Gran�lar st.u�faced asphait sl�ingle roofiiig.
2 Underia}nnent.
3. Mefal ilashings.
1.2 2EFERENCES
A, ASTM Iniernational (ASTM) {www.astm.or :
t_ D1970 - Standard Speci#ication for SeiF Adhering Polymer I�4odified Bitwninous Sl�eet
Materials Used as Steep Roofing Underlayniei�t for Ice Daiu Protection.
2. D3018 - Standard Specifica#ion lor Class A Aspizalt 5hingles Suxfaiced wiih Mineral Gr�ntiles.
3. D3I61 - Standard Tesi Method for tiVind-Resistance of Aspt�alt Shin�;les (Fan-Indt�ced
Method).
B. Natioe�at KooFing Contraciors Association (NRCA) (www.nrca.ne� - Steep RooC��g Manual.
C. Underwriters Laboratories (UL} (wwu-.ul.com):
1. 790 - Sta�idard for Standard Test Metiiods for'Iests vf RooiCoverings.
2. 997 - Stand�-d ior Wind Resistance of'Prepared Roof�Coveri►ig Materials.
3. 2390 - Standard for Tests for Wind Resistant Asphalt Shin�les with Sealed Tabs.
1.3 SUBMITTALS
r'�. Submittals for Review:
I. Praduct Data: Manufacnirer's product descriptioc� anci installation insin�ctions.
2. Sa�iipie�. Stii�igle samples showing available co)ars.
3_ Warranty: Sa.mple warraiity fonn.
4. Shop Dra�vings: Indicate specially con(igures metal i�ashing, jointing ntelhods and locations,
fastenin� methods and locations installation details as requires by project conditions indicated.
I.4 QUALITY ASSU}ZANCE
A. Instailer Qualifications: Minimum 5 years experience in work of this Scction.
B. Shingles:
1. Wind upiift resistance- Meet requirements af 2�10 Fiorida Building Code
C. Perform work in accordance with NRCA Manual.
D. Pre-Insta3lation Meetin� — Conduct a pre-instatlation meeting at the site priar to comme�lcitig work of
this seciion: Require atteildance of entities directly concenied with roof installation.
Agenda ��ill includc:
i. Installation procedures and manufacturer's recoinmendations
2. Safety procedures
3. Coordination with installation of other v�rork
ASPHALT SHINGLES 07311 — 1 of 3
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APt108.12 Sid Lickton
4. Availability of roofing cnateriais.
5. Preparation and approval of s�ebsrrate and peiietrations �tiroogii raof.
6. Other itei��s related to successfuf execution of work
E. Pre-Instal(ation Meeting: Rcgulatory Requim�ents Products mus[ conforni «�ith ihe
following:
1. State of Fiorida r�.pproval — Report
F. Maint�in one copy of manufacturers applicatian instrc�etions an the project site.
G. Verify thai nianuiacn�rer's labe3 contains references to specified ,4,STM
standards
I.5 PROJECT CONDITIONS
A. Do not insi��ll underllyment or sl�ingles at ambient or surface tcmperatures less than 40 degrees F or
on wet substrate_
1.6 WARRANTIES
A. Furnish mamifacturcr's 50 ycar limitcd transferabte warranty.
B. Provide manufacturer's 15 year wananty providing coverage against shingle discoloration daie to
algae growtia.
C. Provide manufacturer's I S year warranty providing coverage shingle damage due to winds tzp to 130
MPH.
1.7 MAIN�TETTANCE
A. Extra Materials: ]00 sc�uare feet of extra shingles.
PARTZ PRODUCTS
2.1 MANUFACTURERS
A. Acceptabic Manufacturcrs:
i. CertainTeed Corp. (www.certainteed.com)
2. GAF Materials Corp. (w�vw.Qaf,cocn)
3. Owens Cornin� (u�ww.owenscornin� .� cocn)
4. T�mco Roofing Products, Inc. (v_�nvw.tamko_con�)
2.2 MATERIALS
A. Asphalt Shingles: Certainteed Corp. Landmark Pro Asphalt Shingles or approved ec�uilvalent Asphalt
Shiiigle Irom list of acceptable manufacturers.
2.3 ACCESSORIES
A. Underlayme�it:
1. Description� ASTM D1970; mininium 4t� mil thick polymer modified nsphalt l�naan�ted to slip-
resistant polyethylene fiim, self ��dhering with reiease paper facing.
B. Fasteners: Hv!-dip �alvanized steel nails, minimucn 3/8 incli head diameter, IOj ga�e barbed shank,
length to penetrate mini�num 3I4 inch into sbeathuig.
ASPHALT SHINGLES �'731 I- 2 of 3
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APA 08.12 Sid Lickton
C. Plastic Cen�ent: ASTM D45R(, Typc I, non ru�inii�g, hc�vy body matcrial composcd of asphatt arid
oCher �ninerai ingredients_
D. ivietal FLashings: Aluminum as detailed on dra���in�s_
PART 3 E: �ECUTION
3.1 I�NST.4LL.ATION OF UNDERLAYMENT
A. As Recomanended by roofing Manufactt�rer to u�eet Florida Buildir�g Praducts requirements.
32 FLASHINGS
A. Drip Edges:
1. Apply drip edge ai eave with top filange direcily on deck; extend underiayment to outer face of
drip edge.
2. Lap ends 2 inches minimum and seal with plastir_ cement
3_ Nail in place at 8 inches on center maximum.
4. Apply plastic cement to cover nail heads and at edge of flashings for entire length of inetal.
B. Wall flashin�s:
1. Install per details on drawings.
C. Oiher Flashings�
1. Weather lap ends inches minimum and seal with plastic cement.
2. Naii in place at 8 inches on center maximum.
3. Apply piastic cement to cover nail heads and aL edge of fiashings for entire length of inetat.
3.3 INSTALLATI�N O�' SHINGLES
A, I�istall shingles ii► accc�rdance tivi�h m�nufacturer's instn�ctions.
B_ Place shingies ul strai�izt] coursing pat�em, in straight l�orizontal lines sqvare with buiiding li��es_
C. Rernove fbrei�n matter between shingles to ensure tmiform contact.
D. Cut shingles at perimeter and around penetratians. Do not usc da�naged shingles.
E. Faste« stu���les along nailing guide tine through laminated porEion �vith minimum of 6 fas[eners per
shingle to meet Florida Building Products requirements.
F. Cap hips with manuf�ctures hips to mcct 130 MPH ��,•ind raticag..
END OF SECTION
ASPHALT SHTNGI,ES �7311 - 3 of 3
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FLASHINC�S TO Ft7
SLOPE AhID FASGiA
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1 1/2"�'55 SGREYVS NV si
NEOPREN� WA�-,NER � 1�"
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UNDERLAYMEi*!T
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SGALE: 1 1/2" = t,-0"
—�XTENp STUGGQ
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-f/8" THK. P7D. �iAND --�
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PAPER BAGKED 6ALV_
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LAYERS OF STUGGO
TYYEK iT'fPJ
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STANDiNG SEaM .101NT � ip'-0" O.G.
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(SEE DETAfL 54-02 FOR STRUGTURAL DETAELS)
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f�ESTRODM/G4filGE5510N BUILDING
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METAL BARREL TILE - B,4TTEN LE55 I1J5TALLATIOIV
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Alex Plisko, Jr: ARP(lL�i9GG
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CITY OF CLEARWAiER
PRE-BIU MEETING StGN IIV SHEET
PARKS & RECREATION DEPARTMENT
PROJECT: (12-0024-PR-8j 51D LICK70N PARK- RESTROOM/PRESS BOX/CONCE5510N BUILDING
DATE: MONDAY, OCTOBER 29, 2012 TIME: 1:30 - 3:00 PM
LOCATION: FRANK CONYERS PARK CONFERENCE ROOM, 714 N. SATURN AVE., CLEARWATER, FL 33755
Clearwater Representative andf or Consultant Representative's Narne Print Time of
Phane No., Email Address, Fax: Sign-In
PHONE: i27-224-7101
1. LERQY CHtN CITY OF CLEARWATER Ernail: Leroy.Chin@myclearwater.cam 1:30 prn
'. PARKS & REC. DEPT. Fax: 727-562-4825
__...______ _ PHt3NE: Ff�•�llo-$7ot
' Ernail: ,S ✓+'1,erc.r% �.Z'.�-n.y�p,3i� .�.�. �� � �, � � �/
2.ftQ�" ' - Fax: c�-?77-7��1
PHONE: -7a„"2 � Z35+ a'LS�'�t
t �" Email: , `
3. v�Wt �'ii�,t..�d''� /+�'f'��" �,�i`�t Fax: � � ���6.f'"'t�^�G. v5 �• .21�
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, MANDATURY PRE-BID CONFERENCE MEETlNG MINUTES
SiD LICKTON PARK — PROJECT NO. 12-0424-PR-B
Restroc�m/Precs Rox/Cnncession Ruilding
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DatelTime: Mon�ay, October 29, 2012 �a 1:30 p.m.
Meeting I,ocation: Sid Lickton Park — Frank Conyers Conr Rm
714 N. Saturn Ave.
Cleanvater, Florida
Condacts: City af Clearwater Project Manager: Leroy Chin, Uf�ee: 727-562-4856,
Cell: 727-224-7101, E-mail: _Lerov.chin�nrvclear���ater.c�rn
Consi�itants: Plisko Arehitecture P. A_, AIA — Alex Plisko
Sign-tn Shee#s — This is a mandatary meetin�. Please complete the sign-in sheet legibly and completely. Copies
of the Pre-bid Conference sign-in sheet wilt be co�ied and provided with addendum no. 2.
A. SCOPE OF WORK:
Project: SIll LICK7'UN YAKK - RESTRUOIYUYRESS �UX/CONCESSIUN Bi1ILDING
P'ROJECT NO. 12-4(}24-PR-Ii
Scope of Work:
1. The �vork for which proposals consists the BEiilding Generai Contract�r to provide insurance, labor, equipment, and
building materiais tor new ccrnstruction of a ri�a story restroom/press ba�concession building ineludes but not
limited to
a_ All eonstruetion of underground �itilities to 5 foot outside lirnits of rovf cac�opy ]arze ancl beneatt� tl�e rc�of
canQpy;
' b. Connections of all underground building titilities to Site Contractor's under�round utili2ies;
c. Building coutractor shall be reyuired to bring in electrical service and provide conductor wiring frorn the
propert_y line from Pragress Ener�y eleefical service point of connection;
' d. Provide and install grease trap including sanitary building sawer line connection to existing sanitary sE:wer
line;
e. Construct all «�asonry planters arou��d bui)�ing, these planter are located outside the drip liT�e of the roof
cunapy. O�vner's Site Civil Contraetor shAll instatl thc drainage system and planting soil of t}�c planr.crs.
, The Building Contractor is reyuired to construct all other it�ms related to the masonry planters;
% Constn�ct masonry trash dumpster enclosure according to the drawings and specifications;
g. Construct concrete flatwork beneath the canopy roof line to outside the building canopy support coluinns
' structure and roof line, conerete slab paving pattem and expansion/saw cut contraction _joints shall match
paving patternlmedium broom finish as shown on ahe site plan this work shail be coordinated with: the
Owner's concrete flatwork contractor;
' h. Construction trade works includes but not limited to: reinforced concrete footing and slabs, masc�nry,
plumbing, electrica), �nechanical HVfAC system, elevator; �lazing; framin�, paintinb, finishes, millu,�ork,
a«d roofi��g.
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2. SCHEDtJI,E
The City will utilize fhe foliowing preliminary tim�table with the goal of selection. This schedule may be
changed solely at the City's discretion.
t�V�eti�nes�a�, Octvber 1Q,��01� — Bid Advertisement
1�1on�»r, Oetob+:r'15, 201� — Prospective Bidder may Qbtain Bid Package
I4ionc3ay October 2�, 2QX2 _1:3Q -3,�t} �'lY[ �S"�' — Niandatory Pre-bid Canference — Frank Conyers Par1�:
Corsf. Rm. 714 N. Saturn Ave.. Clearwater. FL
Frid�y; P�oi�e�nl�er 0'�, �p;i2, l2;}?Q {P+toon) EST — Last day for qusstions by the prospective bidders an�3
anstivers. Answers to alf questions received wi11 t�e pc�sted on the City's wehsite on this date.
7'tr�crsci�y, 1.3Q PI�1 EST; N`bvember 08; �U12 — Bid Due Date and Bid O�penings, 3`d Floor,
Purchasing O�ce. Municipal Services Building, l0U South Myrtie Ave., Clearwater, FL 3375b
CONTIZACT PERIOD: 180 CONSECUTIVE CALENDAR DAYS
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' MANDATORY PRE-BID CONFERENCE MEETING MINUTES
SIQ LICKTON PARK - PROJECT NO. 12-0824-PR-B
RestronmtPrecc B�x/C't►nce�sion Building
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3. Pre-Qualification
Gontractor's t�ualifications: sealea proposal �vill only be acce}�ted frotn those Co�rtractors that are currently d�ity
prequalified Contractars in the constructiQn category of Commercial Buildings with a minimum �are-
qualifications arnount of $850,000. 00.
Contractors wantina to pre qualify to bid the project must do so two (2} �veek/ten workdays prior #o the hid
opening date.
4. Bid Proposal Forans - i��ust be coanpiete. A!1 Auantities aud costs �Yiust be iilled in. Please re- ch�c}; a�ur
tigures. �
5. Yroposa! Bond —]U% bid bond required.
6. (,1uestions — lliscrepancies between the drawin�s and the scope of work has be brotight to the attention of The
Qwt�er/Architect and if brought up after the bid date the most stringent discrepancy shall be utilized installation
of proje�ts. The Ow�ier will accept c�uestians in writing until Friday, Nuvember 2, 2012, 12:U0 (Ntrun)
Eastern Time and no other questions will be accepted or answered after th�s time. Qnestion may be .�ent
to �Eerov.el�inCx�;;rn��cleactivater.com. Questions and resgonses will be pos#ed oii ]lins
wtiv�v.myclearwaEer.com on November 2, 2012 5:00 PM.
' 6. .Bids due dates: Thursday, 1:30 PM EST, November 08, 2012 award date to be determined.
7. Contractor awarded t}ae pcojeet witl be issued a purchase order and notified by piione call_ T'tie O�uner elec;i tu
' direct provide purchase building materials for conh-actorto provide tax saving ofta the project.
8. Pre-construction Meeting to be deter�nine, cantractor awarded contact wilt be notitied.
� t). Schedule & Seyuence of Work: wil! be detern�ined by the Owner.
12. Prospective Bidders Questions Owner Responses to Bidding Packaaes
13. Adjourn Meeting
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� Sid Lickton Park— Mandatory Pre-Bid Meeting
Questior�s & Answers
1Vlonday, October• 20, 2012
' All questions und ans�vers nre provided to aH cuntractors bccausc cvcn though the qucstions and answers w•e addre::sed by
projects the question are interrelated and son�e questions apply� to ai} #he projecis. The contractors are responsible to
review al1 questi�ns and answers as though it applies to his scope of work lt i� also nated the scope of work reail at the
' pre-eanstruction nlccting is a brief description and the c�ntractor shal[ read the detailed scvPe of work and is incli.ided in
this bid proposal. Last day of questions is Friday, November 2, 2012 at 12=00 Nc�on no other qt�estions w�il1 be acce�ated or
answered of the posted time.
' A. SITE CIViL CONSTRUCTION 12-0024-PR-A
i. Who pours the concrete arounc� the trench grate?
Ans�ve��: The Cc�ncrete Flatw�rk Cc�ntractor Bi�3 Nu. 01-13
' 2. Who does the constraction fencing/light poles?
Answer: This work is under separate contracts for remaval and replacing the existing fencing of !1•ie ball
fietds/backst�ops and relocating them �to th� new location. We have bads this item and waiting for awarding the
' c�ntract. Existing light poles and relocation is under Site Flectrica]JSport Fietd Lightin� Systems 12-4024-PR-C
3. �i�ho is responsible for Survcy Layout?
Answer: The City is responsible for the site layout and survey ���ork for 5d% of the tayout of proposed s;pecific
items:
' a. Baseballlbackstop and f'encing locations
b. Foul poles
c_ Alt concrete flatwork including vertica( curbs of parking area
' d. Restroom/press bo�/cor�cession builciing location
e. Trash dumpster enclosure
£ Dugoui location
It shalt be noted the Owner �vil] �rovide a onetime stakeout of the above iter�is any additi�»al stakec�ut of ttit; sa�13e
' items the cost will be by the contractor reque�ting the additional stakeout.
The site contractor will be required to provide his o�vn staking and layout of his work. The Site Contractor will
be required lo installs the silt fen�;ing, temporary constn�ction chain li���. fencing and removal of'e:cisting fenc�ing.
, 4. May we contract with the same sarveyor the City is using?
Answ�er: Yes the any of the contractors may contract with the survey the city is using. Deuei & rlssociates Phone
number: 727-822-� 151
' S. Mny� thc sitc contractor quote far the other work of the project`.'
Ansti�er_ Yes the contractor may bid any the items out for bid.
�i. Will the ()wner ar.cept the aggregate of the #otal oi the items bic�ed to determine lo�v bid�ler?
' Answcr: No the Owner will not add multiple item together to determine low bidder.
7. Whase job is it to develop the As-built drawings'!
Answer: Each oF the separate contractor will be required to perfonn their otvn as-huilt and submitted to the
O�vner's �ngineer of Record to close out the project with SWFWMD!
, 8. Will the sete contractor be responsible �'or the wheel stops on grass grade?
Answrer: The bid documents show the site contractor is to provide cost for brin� the sub grade up of the� �rass
parkiiag area �vhere Bahia soct can be lai�, this is t}je basc hid this includes sub �~ade stab�{ization of the asphalt
, surface and grass parking areas and filling with tE�e appropriate base materials For asphalt (crush coneretep �rass
parking (fi31 soil & compost 60/40 mix). The alternate items reyuest for instailation Geo Block Porous Pavement
Syslern as specified. These two time and be found in the Bidders proposal.
' 9. Who installs the wheei stops?
Answer: The Concrete Flat�vork Contractor (F3id No. 01-13) will install tivhcel stops.
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� Sid Lickton Park — Maodatory Pre-Bid Mee�ting
Questions c4z Ans�vers
Monday, �ctober- 20, 2012
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10. Are the wheel stops an top of grade?
Answer: The site contractor shall provide the grade� as required per the contract drawings. If the Owner e�lects tp
l�ave ihe ribbon curbs for the wheel siops to be installed the will be on top of tl�e ribbon curb.
I1. \�iil the City have some one futl time on site to handle disputes?
�Answer: The Owner will have a szte oftice at the site to resolve all issues. We feel the drawings and the sr,ope of
work clearly identifies responsibiiity between various contractor's and as stated in the scope of work of the
technical specifications the following:
5. Tfye Site Civil Cantractor of this project shall coardinate is work with oiher O�vner's contractors performing ather
work on site. Conflicts sha}t be brouglit ta the atteniion to the O�v��er ax�d �vi11 resolve any conflicting issuf;s.
6. It is noted the Site Civil Contractor shall be required to coordinate with the Owner's Concrete Flatr���orl: &
Asphalt Cc�ntracior in coordination of the sub-grades f�r concrete fiat�vork ane� asphalt surfacing.
12. Is there a way to bid asphalt contingent on receiving bid awarc� for Site Civil Cnnstructian?
Answcr: No
13. Ho�v does the direct pnrchase order system w�rk?
�nswer: F.ach �F the prime contractors whc� are awarded the contract for the work to be perforrned at the Sid
�.ickton Park project shall have included all applicable state sales tax for all materials to be utilized :f'Qr this
praject. At the pre c�nstruction meeting with the Owner �i Consultants the contractor shall be req�ired to �_rrovide
the list of vendors �vhom they will be purchasing materials from.
a. An ite�nized list of n�aterials cost wit}i ail applicahle state sales tax uicluded.
b. Upon approval of material submittals by the consultant contractor sha11 fill out the list of materials on the
Parks & Recreation Department's Request to Requisition form.
e_ At a scheduled ri�eeting the Owner will ao over how to �ll out the form and the infonnation require� on the
form. It will be mandatory the requisitian include the invoices from the material vendor must be sent clirectly
to the contractor originating the request to reyuisition of the materiats and not sent directly to the Ci�ty even
though it is stated on the purchase order.
d. The City will be issuing purchase order directly to the vendor for rnaterials less the state sales tax
e. The amount of the purchase order plus the sales tax wi11 be ducxcd of thc overa}1 valuc af thc purchas�s order
issued to the contractor performing the work at the Sid Lickton Park.
f. The Parks and Recreation I)e}�t. will track tl�e total �mount of the contract�r's contract less the direct pi �rehase
order to the materia] vendors.
g. This document witl be issued to the contractor of ai! expenditures af his contraei purchase order once a month
at a progress meeting for the contractor's review and confirmation.
h. 1"he tax savings wi11 also be tracked and ttiese funds ivi11 be place in �the cantingency line item of tl�e
contractor's schedule of values.
i_ If the funds not utilized in the direct purchase order to the material vendor at close out of the purchase order
tlxese funds sttall 'be returnGd to t}te c�ntractor'S purchase order.
j. To pay a material vendor's invoice the contractor is to receive the invoice. The material delivered. ta the
contract�r shail be accompanied with a bi11 of tading or a packing s1ip. The contractor shall confiicm the
rnaterial delivered matches the bill of lading or a paeking stip and signs off and retains a original eapy° in his
files. When the invoice is sent from the material vendor for payment he shall can�rm the ri�o docizments
match and signs off and send both documents to the Owc�er for payment.
k. The Owner will verify the two documents match and will approve invoice for processing for paymer3t.
1. Any of the items listed above are not fal(owed or invoices sent tc� the Owner without verification by the
contractor wil! detay thc payment to thc matcria] vendors.
14. Will it be required to do a deductive change orcier for the direct purchase order af' our contract?
Answer: There is a set value of the contract awarded to the contractor based on his bid proposal for the project
and a purchase order from the Owner will be sent to the co��traetor 6ased �n tl�e awarcied c�ntracted amount. The
�naterial purchased is still the based on the contractor's for the direct purchase order requested and funds are not
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Sid Licklo�i Park — Mantlatory Pre-Bi�l Meeting
Questions & Ans�vers
Monday, October 20, 2012
coming direct(y trom contractor's company account and are provided by the City's funds for this project,
Updated account of the project information is provided ta the contractor on a monthly bases and reviewed and
coufrmatiun by all parties, be�fare tl�e next report is issued. At t6e enc� of the construction projeci a reconciliation
meeting will be held between the Owner and the Contractor wil( be cnnductzd to confirm the accour�ting is
correct. The intent is the contractor shall have received all availab}e funds (ess the contingency and any ad+iitiona)
work reyuested by the Owner �ui1J come out of the contingency funds. The only tin�e a cl�ange arder is required
would be we have expended more funds than is available at the award of the contract value. The cont:ingency
funds belong's to the Owner As stipulated in ttle bidding docurnents and these funds �vill be retut•ncd ta the Oti�ner
by clnsing out the purchase order short.
VVho primes thc hase prior to installation of the asphalt surfaces far the asphalt contractor?
Ans�ver: The Sitc Civil Contractor.
Whai about existing utilities on site?
Answer: the Contractors are responsible to call in underground locate 48 hours prior to any exeavations. All
contractors shall note there are existing utilities fro�il the R. O. ptant gaing thruugl� the site. Th� Ow��er has
identified the locations by sott digging of these underground utiEities by surveying them and are shown on the
contract doc�rments_ The Oivner will locate these utilities for the contractor and it is the responsibilit�, of all
contractors not to disturb these u#ilities. The contractors s11all soft dig thes� utilities pE�ior to excavations.
Remc�vat of existing trees the Site Civil Contractor shall take extreme care when removing the tree root ,:End not
pull out existing utilities.
B. RESTR40MS/PRESS BOXICONCESSION BUILDINC 12-0024-PR-B
1. Who provides building pads in site worlc?
A�swer: Site Civil Contractor will ciear The site and sets building pad to the right elevation beneath the building
slab.
2. Is the Gco-iect► Engineer, the Site Civil Contractor?
Answer: Each of the various contractor shall be required to retain a third party Geo-tec}� Engineer of his chc�ice. 3
original of the report shall he �ravided �ne each to nwner, C'onsultant and CIP file
3. Who does the asphalt testing?
Answer: Each of the ��arious contractor shall be required to retain a third pariy tieo-tech Engineer of his chc>ice. 3
original of the report shall be provided one each to Ower, Consultant and CIP file
�4. Ho�vv many asphalt borings regaiced .'
Answer: "1'he "1'echnical Specifications describe how many is required or aceording to FDUT standards.
5. Describe scope between Building Electrical and Site Electrical Contractors?
Answer: The five feet outside tl�e roof drip IiTte i5 ihe li�nits uf wurk betw�en the iwo cuntractors Huwever.
a. All etectrical conduits (sleeves) for electrical service, telephoneldate, fiber optic, cable television, fire
protection sprinkler backflo�v prevention deviee shall be installed by ihe Site Electrical Contractor to the
property lines and i��to the eleetrical room locations as required of ihe proposed building and provide heavy
duty pul( string in the conduit far utilizatian by nthers. The Building Electrica! Contractor shall be required to
provide tivire conductors for the electrieal service ta demark location af Progress Energy. Coord;inatian
beriveen the Bailding Electrical Contractor and progress Energy.
b. Elecirical Service of #ields 6& 7 is the responsihil ity �f the Electrical Site Contractor.
c. All eleetrical c�onduits for sport tighting, bullpens, bating tunnels, scoreboards data and elec#rical to b�iseball
backstaps and ather site electrical items home runs into the electrical room is by the Site Ele:ctrical
Cantractor. The Building ConTractor sl�al) canfirm al) site electricai is in place prior to pouring concrete
building slab.
d. The sport lighting panels installatian and monnting in the electrical roo�n is the responsibility of t1'►e Site
Etectrical contractor and aIl other iterns required to provide a cornplete site aperable system. The B�xilding
Electrical Coitiractor is responsible r�r providin�; electrical cond«its and wire conductors form the elE:�ctrical
main to the sport lighting panels io mal:e them operatic�nat.
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Sid Lickton Park — Manclatory Pre-Bid Meeting
Questions & Ans�i�ers
Monday, i?ctober 20, 20I2
6. Who installs electrical panels?
� Answer: The Building Electrical Contractor is responsible for upstream from the �nain electrical and building
electrical panels. T}�e n�ajority of the existiz�g electrical panel� of the Sport lighting sl�afl be reused ne�N sport
lighting electrical panels as required is the responsibility of the Site Electrical Contractor. This inforn���tion is
' also esplained in detail of the detailed scope �uork in the Technical Specifications of the bid documents_
7. Is the City the owner of direct purchase?
Ans�ver: Yes, City is the owner of the direct purchases, however when the material is delivered ta the site and the
contractor accepts the delivery it is the responsibility of the contractor's is no�v Owner of the materials and is
� responsible for it deiring installa�ion and finat acc:e-ptanee of the N�ork by �he Owner_
$. Is the contractor requirec� ft� pravi�le bailder's risk insnrance?
�nstiver: Yes and the City of C3carwatcr shall also be cntered on thc buildcrs insuranec policy.
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�. SITE ELECTRICAL/SPQRT FIELD LIGHTING SYSTEM 12-4024-PR-C
l. ls a�eo-tech required for foundation?
Answer: Yes, a ihird party geo-teeh engineer must observe the boring and the concrete light pole set in place_ An
original copies of the report must be provided to the O�vner ai�d Structural Engineer
2. lloes the concrete light poles required to be re-certifieti?
Answer: The 4wner's Structural Engineer has inspected all the eoncrete electrical poles and he has provided
installatio�a siglae�! Sealeel drawings for the electrical contractor tc� obtai� the building per�nit.
3. Where are the locations for the poles?
sAnswer: The plans have been provided shovvin� existing lacations and proposed tocations in the c:ontract
documents.
�l. Do the concrete poles need to be re-certified?
t�nswcr: No, the concrete tight poles have been reviewed hy ihe a Stractural Engineer and confirms they are re-
usea:ble and signed sealed drawing are provide by the Structural Engineer far building permits to be obta.ined by
the Site Electrieal Contraetor_
5. Who is doing demolition on existing sport lighting system?
Answer: The existing sport lighting system is ��ot be demolished but are remaved and stored at the ( iwner's
Nursery facility across Saturn Ave. and reinstall according to the contract documents.
The scope of work states the i'ollowing: the Site Electrical Contractor to provide insurance, equipment, labor,
and electrical materials for the removal & salva�e ot�e�isting sport lighting systems of seven {7) basebail fieids
store at �wner's facilities, the Contractors shall reinstall salvage sport tightin� systems to the ne�v layout of Sid
Lickton Park basebal] fields; battii�g tunnel sport ]igl�ting; install new bullpe» Hgl�ting fixtures utiliLi�g r;xisting
concrete poles provided by Owner, new scoreboards provided by the Owner, new spoVflaod lighting f�r flag pole
and park identification signage; re-lamping of all existing sporting lighting fixtures; new Musco sport lighting
system mounted on existing poles pr�vided by the Ow��er; new site electrical systerns; new electrical par�iels; re-
aiming of sport lighting system to meet new photometric configurations per MUSCO re-aiming ]ayout ac:cording
the plans and specifications for the project. The Site Electrical Contractor shall coordinate new elsetrica) service
with Progress Energy to contirm Iocation of new service. 1'he Owner's land surveyar sfia}1 stake out once all light
pole locations for the ne�v baseball field layout, bullpen light poles batting tunnel lights poles, flag pole, park site
identification signage, new IocAtion of electrical panel service for baseball fcld 6& 7 for tl�e Site Electrical
Contracior. Any other lighting stake out rec�uirements after Owner has perfonr�ed the initial stake ou�t of the
electrical site lighting systems any additional stake out shall be the responsibility of the Site Electrical Conrtractor.
5. The Site� Electrical Co��trac#o�- shall insiall exisCi�ig and new basebali eleclrical panels of fields 1-5 in th� electrital
room of the proposed coneession/restroomtpress bax building. The building contractor shall install cond�aits and
conductars from the from the main etectrical service panel to the sport lighting electrical panels and all ol:her site
etectrical to these basebail fields.
�i. The Site Flectricai C�ntractor is rec�uired t� install all site canciuits, electrical, data, tetephone, eable television
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Sid Licktori Park — MaEidaiory Pre-:Bid 11-leeting
Questions & Answers
lti�onday, i)ctober 20, 2012
conduits from the property lines to the building service paneis as shown on the drawings accordin4t to thc
specificatians and provide puit strings as necessary in the cond�its far future use by others. The Site Electrical
Corltcact�r sl�all be requireei to provide electrical panels for fietds 6�. 7 and al3 other site electrical c�mponents to
for a compiete operab(e electrica( system according to the dra�vings and specifications including field 1-5 and
batting tunnels.
?. The Site Electricai C�ntractor shall be required to pravide all site eleetricat systems as shown on the drawri�;ngs and
specifications.
D. CONCRE'I'E FLA'TWOIZK & CONCRETE W�RKS O1-13
1. Who is responsible for tlae etectrical, wLo does co�duii beneath ii�e pru���sed �avin�l
Answer. Site Electrical Contractor witl install site electrical prior to installation of conerete flah�ork.
2. There are phase 1 and 2 on the drawings, how wil( this affect the construction of the project?
flns�ver: Chere �re tv��o phase io the project. Phase i there is unlimited access to the project site area by the
contractors to perform his work. Phase 2 is the area the R. Q. plant contractor �viil use the proposed asphalt
driveway access to the R. O. plant to construct and the outfields of fields 3 anc� h wil) be limited access. ';,he two
retentivn p�nds will not be constructed until later part of the project. The phase 2 area wiil be required to
canstruct 2 water tanks and demolished the existing water tank. It is to our understanding it will take 6 months to
demolish and build the tx�o water ta�ll:. The R. O. plant is scheduled to begin the first of January 201 �,
3. Who is responsible to instail concrete slabs for dugouts?
Answer: Concrete slabs of the dugouts are ineluded in Concrete flatwork Contractor's sc�pe c,f work.
E. ASPHALT SURFACING 02-13
1_ Is there stripping and signage on this by the asphatt conirartor?
Ansrver: No. the Owner has a blanket purchase order for this work.
2. llo �ve come in once or rivice because of the t�vo phases?
11ns�uer: The intent is for the aspha3t contractor to corne to the site once.
3. What is do you mean nzinor grading?
Answer: 'I`he asphalt surfacing contractor maybe required to do leveling around storm sewer catch basins and
other hard surface to make sure the 1.� inch of asphalt surfacing is provided and the proper drainage is a,chieved
lo�vards ihe drainage structt�res or s�vales.
F. BASEBALL DUGOUTS REMOVAL & REINSTALLATION 03-13
I`�o questions
G. General Questions:
�. Anything abr�ut Musco Lighting System?
Answer: The Site Electrical Contractor �vill need to re-lamped all lighting fixtures
2. Does the sport site lighting need totaily removed during construction and can we place the�► in the new la�cations
after they are removed?
Answer: All the existing sport ligl�ting system needs to be rernoveci in its entirety and stored at the (,)Wf3�i''S
Nursery Facility across Saturn Ave. The existing light concrete poles cannot be placed at their new :(ocation
beeause the site need to be cleared and the sdte brought the proper elevations.
3. Do you have a t�u�lget?
A�nswer: Yes, but we do not provide this information.
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A.43t3�NDiJM NO. 3
llA� Ell: tVo��ember ?, 2()l2
TO THE DRA�'VINGS AND PRO.IECI' IYTANUAL FC?I2:
CITY t}F CLEARV4'r1TER— Parl� & Recreatic�vi llept.
SID LICT(�N PARK
RESTFtO�DMlPIi.ESS B(3?t/C�NCESSIO�i �3UILDIIVG
PRt3.IFCT N�C?.12-fldl24-PR-B
DATED: Septenaber, ?O12
PREPAR�I} B�°: FARKS ANI3 FtECR�:.4TIC�N I�IE�':�1RTl�![ENT �LtS�� AT2C:1-C1�"�C'T�.)121E
,� J, t�?��['�i�le% r��r�' . 8d�} jiR�' ��T'Fi�' �'��'
CLEAR!'�`A'CE.I2. E'L(?IiIDA 33?56 CLE.Aitl�VATER, F"L 33 r�5
PI�OTYE. 727-562-4856 f'HUNE: ?'�i-4Gl-720d
F'AX: 72'7-�62-442ti FAX: 727-�61-@030
TNI.�', ADi}�:�'Vi11iN7 Nfi_ 3 1� T�4i�[N(: ,�iZC'NiTF,C:fiS S[IF'Pi,F.MFN"TAi, TiR�tW11V�., d�itiT) f�1�F..�TICiNfi & AT4�4'VE�25
TC� C'k.:AXt.CFY, 131U�F'R'S PRUPO.�sAL T� F'R(?SPECTIVE Bi�DERS FOR RESTR{��MIPRESS �3�?Cl�'C}NCt�::sil()N
BLIII,t3ING I'R{�JkGT N�. tii�-0024-PR-B C}F TH� �'C}1�tTRA+CT D{)CITMEI�IT� Ft}R 7'HIS 1�4'C1RK, THIS ;�l}!)E;"VCl�lIi4�
cc��vs � t��`r� r-�;s �, t�.�x��� u�� N���, cu�v�rx�c: a� uc�c;u�v��ra�v � 5. �,c:�NUw�,r,ut��: ur;�:r�iri� uH a Has ,auu�,�vut;m urv
mN� �RC�pas�.�, �out�.
YART I PRi)JECT iViANCIAL
It�rr� No, l: Archifects s�tpplen�e�a�al c�rawings clarif�eatious
!. Clari�ications of drau��ing sheeis 11 "x i 7'' FP?O1 �. FP2�2 shcr�vs pipe siz��i� - 2 she�ets
2. ln bui�din� iir� stantt pipe tcy t�€; installcc3 by Site Civii Contr�etor. Buitdin� c:ontr�c€e,r zc� instail Iire �:tand pipir��, after �tuti
up in the electricaUnaechai�ieal rc�c�n�
lten� iYo, 2; Arehitects supplemen#al drar�•in�;s �tlarifications — 2�a�es
3. In building f►re sta��d pipe �o be installed� by Site Civil �antra�tt�r. Build'rn�; conv-actor to install fire stand pipin� af't�r -st�b
up in th� electricall�t�echanical room
Itcm No. 3: Qucstions �nd An�rvcrs:
1. Pleas� see attachment of t�u�stit�ns and ans�vers - 2 pa�es
END ()F ATJDENllUM tVC). 3
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ES-A-lnB�ilciingF��iser
.
Ser�.eS IBR `
a►mEs
,�
TIl^�L11�C�3T1� �ISE,'IS F��e&waT�awoaxs
Sizes: �1" - 10" {100 - 250mrn)
�''G3tt11'f'S
+ Cost savrngs
• Garrosion resistan# stainless st�l
' construction, type 30�t
• Ease of instellat+nn �nd light weight
�Ifows one person to position and
handle the riser
, • Minimaf site preparation; joint r�strainf
�ne-piece construction reriuces time
arad fabor; no missing parts, �cs leaks;
eas"sly €dentifiable for approvals
' * Ineludes Test Cap and Coupier
* UUFM approved
* Sizes: available in 4" - 1p"
, (10o-25amm) wjth variaus '
lengths to meet �i! loca! requirerr+ents
• G?sir�ned tn m�et NFPA �4 20�17
Sect€on 1d.6.5
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� ALNV+IR C90p 4nte�JDIP
� AWWA G606 �utlet
�
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8uafd�ng R€ror � � $��€Itling peeic�eter u�alP
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Series IBR In-Buiiding Risers are used to connscf the main fire suppiy to
the bui{dir�g overhead fire system. The fitting passes under the fQUnda:ition
withoui joints and extends up through the floor. Providsd uvith installcction
tabs, #he unit has a CIPS (Cast iron Pipe Size) coupfer for eas� canne�c-
tinn to Che uncierground supp�y {AW�IifA C90� PVC and Ductile Iro�i Pipe)
and industry siandard graav�d-�nd connectian (AWWA Gfi�6) an th�
building side for easy G�nneCtian to the averilead fire sprinkler systern.
Arnes (n-Builcling Risers are precision sngineered and manuiactured 'to
prc,vide exceptional rel'sabiiity and reduce instaliation time c�x labor co� ts
assc�ciate�i with fie[d assembly. In accordance with NFI�A 24-2007, tF�e
UU�M ap�roved In-Buildir�� €iis�rs replace nurneraus #ittings, elbc�ws�
& spaols and recfuces the passibility of ieaks or failure in compa�rison fo
traditional instaliation meth�ds and materials. Faciory tested integrity
er�suces ti�e I�igttest yuctlity inst�alfatic�n. Tfie use �af st�tirEiess �l�el siyr�ifi-
cantiy increases the reliability and life of the riser.
'ihe wetceci surface of this product aoratacted by
consunnaole water �ontains less than ona quarter
ot or�e percent (t�.z5lo} of teaci by vveight.
,lab hame
Job L€fcation
Engineer�
npprovai mm
Ce ��av vr
Approvai
�ontractor's P.O. Na.
Repr�sen�aifv�.�
J�mes P�duct sp�:e0ieatior�s in U.S. cw-to?na�y un� and m�tric are apamxima`�. and are pspvid2�i fa reter�nce on(y�. For pracie;e meas�r�meraf�, VEeasas�: co�tact Atrsas Fechr�cal Servic�. Arrces reserres Cie ra�rtt
in chan�e nr m�xtif�f �er�luN tle�iry�, cxenstruCtir.m, s�cificatRwcs, nt matrriate cyit�it Gw�r nr.rtire �na1 wRFm�?t ineurzirtt� 2ny d>t;92Uon ta make su^h cha�r�9es and rzwd'aEicaYurns� on Ames praducts pr2ari�usfiy or
' su�seyuentl� sdti.
wew w. �mesiirew ater. ca�
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Specif ications
In-Building Riser sha11 be installed as indicated on the
�lans. Riser shall be composed af a single extended
JO degree fitting of fabrica#ed 304 stainless steei tub-
ing, maximum working pressure 200psi (14 bar). The
fitting sha�l have a graoWed-end connectian or� the
outlet jbuildinq} side and a CIPS coupler on the inlet
(underground) side. The gr�oved end shall include a
coup(er and cap to faeilitate testing of the underground
pi�irzy. The !n-Builciiny Riser shail be an Ar'rtes Fire &
Water�vorks Series I��;.
<������c�r�als
�it��ra�s Ff� cl�ss 192G
UL H}4QA (4" -'I �")
IFM UE
�1111]f;Ii510Y3S — �'�`(,i�i"t�S
–.,�. �--�.,�..x A
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GroaveA End
(Fl��ge QpGo+�a(}
GIPS Cauplia�g
Tie-Rssd 8racket �
I
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._�.. ,� -:,�
a fuo} B
in. mm m. mrn f'. cm
4 100 A'iz i 14 6 183
ii 15Q fi�lo i"08 6 183
8 20Q $`',/n 2t9 6 t83
t� 25�i 3Qai� 273 5 183
Consutt fiaetory far custom fec� dirnensians.
C
t� cm lbs. hg
& 183 129 59
6 183 202 32
�f t2itlC���l•[�S
NFPA — Designed ta allow the contractc�r fQ conform
to NFPA 24-2Q07 Section 1Q.6.5:
Where a riser is elose to building foundations, �rnder-
ground fittings of proper desigr� and Cype shall be used tc
avoid pipe jaints being lacated under the foundations_
N�PA 2�-2007, 10.1.�, 10.6.7
�1��I �c�r���c.tic���s
Fit�riznntal End. Mai�� with I�a�rtilc� irr�n Pi�e anci
A�i1VWA C90� Pipe (PVC Pi�e with C��rcti9� iron Pip�
�r�uivalent Ci{�'s}
(.I'�tE1Z+�S G3S}CE'.t COCt�Ot'iillllt,'� �O UL 'i�J� WI�II "�ock in"
�asket canf'rguratic�n
�� � �� � � �
+tt, mon rr3. 1tu�
4 } 00 4.8 _ 122
6 15Q_ 6.9 �175
8 200 9.1 23d
10 250 fit.i 282
��et-ti��.l �r7c1:
�.
�'Eeets AWWA C-6{i6 dirr�ensicsns f�r roik c�roc�ved pi�e
�lleets AWWA f:-2(li class � for flanc�es
�tel't1I��S
Meets �1WWA C-�JU(} pressure class 2aC?, C3� 1�1 Pipe
Te.itiil �
Welds are 10{1°f� leak tested a# the factory
� m � `i ��
�. �m � �
d i0o ��o0 7�
6 150 1000 i0
a 20o soo 5s
� o Z�o soa ss
IMP^�}F%TALNT° lnquire with r,�owemingr au#horati�es far �
f�al iatst�tiatic�n re�uirerr�snfs.
I���.
A N1 E S .�; � r 91Mf1-2tW��
Fi1iE8cWAl'ERWpRKS �i��.�iii�[`JIF��ili��.�.�r.�'i��� �, " GERT�F�E.D
0
A Wstts tN2T�1` T�eh1�P}t�geeS Ce7rlJp�riy USA: Beakfltsw- Tflf. {9I�} �26-tJi23 + FOac: (�;i3i 928-933C3
Cc�tittoi V21ve�- T21r (713} �34a-lifi'd�i •�3� i7i3} 9�+-�FA::i
Ganatia: Te�l (��i :i. ? 4��� >�a,x <k"��1 a^>2 GEi:
€=�_A-€r��u±tr_f`t=;r€Pi .�r ��'iS
�G� 2C'{? Atnes �irz �'J�at=_.rwo�s<r
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� Sid Lickton Park — R'I;�ndaf�ry Pre-Bi� �4�eetin�
L.�st Day for f,�uestions �c Ans��e�s
Fric�ag�, t�ar eml�er 2, 2012
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Last ciay �it�t�c�ti��ns is Fric�a}�, Noven�ber 2, 2t?12 at I?:f30 '��c�c�n re�e �4ii1 ttc�t t�c aecepti��� aiiy' mt�re quesiic�t�s n���' c�iIl
�r�e pt-o� icie a�iy mc�re res��c����e.
Questic�ns antl Answers�
il�er•e are na pipe sice� s#�csw� o�� �l�e Fk' c�rawin�s, please advise_
r�tasw�cr: Ciarificatic�ns of dra�vir�g slieets 1 1"xl7" FP201 �. }�F2�2 show; pipe sizin� �(�.��e see a#tachesrie��ts:
2. �'tn beia,g; tolci th�t there is a new Ft�red� �tatc,e ���hich stafes £hat the si#e c�ri�tractor rnust brin� the fire
iine inside fi�e buiidin� o�e f+����t abowe �nist� #iac�r. Tl�e curre�d ��' �ra���i�g� si���vv i�e ti�°� lin+� � feet
�i�tsic�� the builcii�ig. Plea�e ��ivisc�,
Ans��er: Yes, y'�u are c4rrc.ct ihe 2i310 TL I3uil�ir�� �:.c�de re:quires tlic: ti�te: �.i�.ril Cc»�tractc,rta �ri��� t(ae tice: lir,e;
i�t<-r �l�e �ui]ci►n�, ancl st�ib i�p for tl�e star�ci pi�e, `�F�e �3��itdi�a� C;ant:raet�r sh�ll co��nplet� ��e ���e star�� pip� f'roin
�hc; s�b-u� ��� #��e Site Givil Cc�«tractc�r.
3. Sheet AS.�-01 shor�-s an electric pr��ection scr�e�n; huti+�°ever, I coulcl ��€�� tinci a spce�ficatit►n for it. I� �11is to
t�€ i.r�c��iiet� iia t�re builcling base bid'
��r�s��°er� I�l�as� see sheet �au. E1.'2 —tl�e Owner will provi�fe the pr€����Cic�n screen to �be �nst��leci b�� t}�e can�E�ac�it�r�
�. �S PER DI�.AWING # 13 FL]CC:T'R�CAI� RISERS , TI�IS DR4��'IN(; SHi�i�'S THE SCiiPE C}F'Va'�:�t2K
FO�2'1'H�; SITE AND BUIL��11'CT CON"I'Kr��'T'i)R �C}=Y THF. S�RV[CE , I�i i`HI� C()RRE�'I''.'.
�nstiver: Pre-6id q�esiaons stat�s the foilc���in�: `i'he Site Flectrical C"s�ratractor is r�c�uired to inytal9 ;;;11 site
e�r7d�iits. �[ectne.al, �Ja���; tei�pl�oeie, c.r��ile te�e�°i�:ic,ri cc��3duitw �ti°csm �I�e properiy lin�s t� �he b��I�ing s�rv�ce
pa�iels as sl�oti�•r at3 the dra��in€�s aecording to the s��cif�icai�or�a a��ci provide pull stri��gs as necessary in t�he
c����uits ii�r lutw�� us� 1�y ���het�s. '�F�» 5ile �,IecEric�i �:<�r��racivr �1�1�1� �ie rec�uii��c3 w prc�i�i�ie �l��;trical ���€�r:�i-� C�r
tie�c3s fi � i and all t�t��er �ite el�etr��cal com��onents to #�or a co�n�lete opes�ab�(e electrica� systein accordi.n�; to the
dra��,�i�ig� a��c� s���:ifications is�cl�idin� fiald l-'� �nc3 t�aitin� tunn�l�,�_ F`urt[�er cl�rificati�n: flrace the coracitut is u�r
ti�e b�rilding E�e �uildin� cc�i�iracta�- is resp��s�b�e t�� p�t�l 'build the e�ect�ical r�s�r aistl pui� the conc�uct��r wir�
fr��n the I'r��ress En�r� service t� the ris�r ar�d th� main electrical panel
5. THF. 12 � 1fi U.G.PVC i3C?XES , u'ILL THE Cii"Y i'ItOVIllE L�C:T LUC.�TI+l7P+I tl� �3Q�FS {)�e. ARE
Tt�i�Y TC? BE II�tSTALLED �.S PLA?YS SHO't�i' ?
,4nsw�r: �'he stake out ofthe pr�o�osed sp�rt li�kit:in� �c�les a� the ne�v field ����tiolls wi�t b� b�� �he {��v�tcr
srirveyor tayot�t. U�'e da not believe we need to stake «ut the juncti�ns b���5 12' �x18" {t�, C. BoYes) si7�c:e c1��e},
���-�uld be 1c��at� �t ihe bas� o�`ihe �c�rrn.
�. �pe;cs �a�- metal forms for curbs may �ve use wc�o�l?
A�zs�:��er: It is prefei•r�d ta use m�tal for�ns ta prever�t tl�� tinished prc�ciuct trom having r�av�s bec�us� the �;�c�od
f�r�t�s ar� nat stit�'enou�h. I-Ic��ve.�er if the coi�tractrsr feel� cot�fideslt this «.�iil n�c occur t��e� is tiis c[�«ice. li� tl�e
coracrete f1�tt�ork �i��ish prc�duct i� €�c�t satisfactorj� to t}�e ��}vaner fi��e ca��tractQr s��all rer��a�le ar�d repiaee ir�feric�r
cc>nc.rete #iarii��c�rk.
7. ItibbUV cur�in� is catle!� as �' �vide and 1' w�i€le �vl�icli is ec�rr�ct'r
t�ns���r: r�sll ribbon curbs are 6" depth x I2" ti��ide as sl�a���n on concr�te «�h�el stop cletail sheet i� o� 17;
�fisr��ard call out on drativing plan5 and sectipr�s if the�� do n�t spr cify 6"depth by 12„ �vide.
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Sid Lirktt�n t'arl: —1�'lanclato�' I're-l3id 141ee#in�;
' Last Day for Quesiia�ns & Ansvvers
FridaY, Nor�emhe�° 2, 2[��2
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8. 13' � 13' utility b��iidin� sl�b is it to be incl�clerl irx the si�l�e��alk n�urnber?
�3.ns�a��r: �'e,s ihis t�uantit�� s1�ould t>e incittded in 21�e flat�-ork c�t�an#ity ho�i'ever it is El�e re:sF�t>1�sil�ility c�f the
bi�3der tU c�iit�rrn this quai�tity as staterl in ih� bic� packa�;e.
9. �� �t�fi �iee� c:jrh arljacEant tn side�wal#� to 1� pna�rc��i integ►°a! witPu bhe si�te�•:�Ik`r
��ir�s�s�er: Nt�, tl�e t�iill p� r� c�irh is r�r,>t pc,?«r�d i��te��-�1 ���ith the sicle�r�;�lk i4'tt�ey are ��c3pac�ni t���t sLpar<�te p+���i� s.
I0. 'The cira��rin�s say� �a�tin� kunn�ts by Cr�nt,°actc�r. �s the cc���c�°ete ilat w�ark �y �Carui�actQr or fiat��orl: ;�ub.?
�ris�s�ep�: T`tiz. cQncrete flat�°c�t°k ct���[ractoi• �� res��i�sik�ls; f�i- p�iarii�� tt��: ccri3c���;��: slal� th�; �ratt:i��� tu�1���;�
contractc�r (f�r�ce contcac;to�•) is res�c�nsible cjf c�n��ruc[in� the fe�iGin�. Nc�te� The f�nc-e cc�nt�ac��r ��nst i�i:atal�
a31 t11� fene.�; �ost and all irnc�ergrUUnc� el�etrical nlust be in �,taee first �ric�r tt� ti�e cc,ncrete flat��-c�rk c�ntra4t+�r
makes t}�e �crnere.tc. �c�urs.
11. There arc mc� �D� mats sht�wn at the han�iica�s }'arkin�. Are we t� incliade �I).� rraats iy� our si€iewa3l`.•:
numi�er?
Arisiver: A.t this Eime the cor�cr�te f`(at���ork cflatrei�tc�r dnes ��flt need ic� inci�ade .�ki7�0 �t�ats. T}�e cc�nc�cete
side�i�alks �c3j�cent z� tt�� handiea� �arkiny stafl, are t7ush ci�rhs �it}� as�ihalt s�lrf�ce st� F�C)A rnats ��nuld ri«t be
rtcc��ssar�. If �w•e rt�ed a�t}� vti�� wil] �iave th� stci�in� coartraator instaii thenx.
� �2. Is a geo-�ect� r+e���ir�cl 9'or faundat�+nn''
�ns��•er: Tl�is wa� tl�e respi��_se c�r7 pre��ic3us a�c��r�d�i�r�. '�'�:�s, a th�rd �art}� ���-te�ft e��ar3���r rn�a�t obsera� �t}�e
t�c�r€n� arad [he c4r�eret� li�ht p�ie set i�a }�t x�e. �7�-i�inal co�i�es of t�e r�port n��ist be prn��idet� tQ t��� O��=rkcr an�[
' Str�ac:tural �rzgineer
Tl�e r��•is�d r�spc�nse is; R=o a g�o-tech e��in�er is nc�t reqtrir� for tl�t fa��nci��ic�n so 1e���� as tt�� li�l�t po.f�s ar�
i��stall�d a�;ci�r�in�; t�� the si�n�� sealed stz-uctu�-�1 ����i���eerir�� cir���o�inns.
' �i�d of Qucstio�s nnd r�nswers
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t��1�t.t)��cr �i�()e��.c,i ;'�i��. �it►-��1«�-r`tz-� �}�' ���� �c);''a��u:ac'.�. �(.l'��r;,�`t�,ltii`: �f�� �i��� ��"()���i„ �F'�s.'� :1r)t}�'_�I�$��n`7
�c�err��r��tt���i�� F� N���.�� c��� �t���r_ c:t.s�v����.�.<�r tx»'t. ��r:����:�. _�e:�.��.►�vt.�,t�t�w: ►t�,i- �.it���� c:�t � t���, ��t���r.�v���:�w� ��r�
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�'��E' �»�3Ct�� �'�i��.lC�.� ���1�:�1$:�'�
7i�te °���I! C.;�a3-3i:�.r f��3 'wi�v.� Et��ir� �t����;et::
?����A��.� ���� ��.�-���.�,i��ra ���. ���i"���
�i33.�3� R�u�r�€r��r�ts f�r f�sGafl�ti�ar�, i��sg��cfii�sn. �r�<f gr��it�tr�r�a��c.� cai f�r� p��°�yt�ctic�r4 sy�Y�rr�sr :
,1 � it�e r�ec}uir�rn����s �{ar ansL�[t�►tir,r' ut fiire ��ttrt�t€�ra syst�r��s �r� �s tct�c���s;
��i Guntr�ctcs�s 4>t fe��° ��rt�t� C.��r� s�rsfi�r�as ,t��lt i��� c�:�afic�€" ur���r s, .ti.;i�<��f.
it�} �r.�c��K�n��s�t: ��,�i� �a� iist�ci by � f��[.i�,naEt�� e�c:c�w�i��ci ���tii�e� i�L+¢�atcry, s�t�h ,�s !���c§�r�4 ��;�r�
L��S�rat�r��s, inc.; �+° �`�ct�asy �ut��ra� [.ak�t����at�sri€: ;. Ir�c,; �r �P�zalt ���rrEply �th nati�n�tl�,� Kx�c��t����
stanclar��i�� I.h� �t�t� t°ir� Marst��l ��k� ����s�t t�� ��t� ��rc��r�d�zr�e� f`<sr ��ter�rrai��in� v��,�ch�r° �� ta�°�r�ti�r°y �s
nati�r�atty recv����i��> t�ak{r�� into �c=���.f�t tt�:> tab�Jr�t���t's #�c�#�it��s, �rc���d�����s, u�e �f nat�nr�<�t[�
�°���at���f s��rs�af�5, ��racl ����� �y�l�er cr�it�=r�� ri°a�e�,����i?iy ��lc��ta�t�;f t��,t r��c�s ar, �t��car-t��� ��tr�rrs,R;���1f�r�.
�c} �qutp�r��r�t st�iati i>� �r��e.�atl�i� �rs ��c.r�csect��r=�;� ��tcls tt�� ���k{�:4��1r s�a�s����s ut �3�e ;;�t:i'�s��� �-ir�:
Prc�i��tion A��c��;i�ti�rt ���sc3 tt�+� ��nantsfa�:c�a��wr's s��.ific�t€c��a,
(�) ���h �i�€u� <�� ec�«i�.�r�letat su��ti�c� sh�al3 E�a.� �uara��t�.�er� ft�sr a�rix� ot 1 y�a�- ag�inst ��:f�t� irs
r�at�ri�� �ar �4�er°aE:�c�i�s.
{e� 7he �rrtateaei+�r shatt furk�isia tt�� u��r wiit� ���r��ir�g �ns#.r�u�:tio�-�s f�r att �taipn��ni ir�st� tt���;
tcs��th�r uvith � e#ia�s-�rr� c�� it�� fir�at ir�stak(atic�n.
, �2} E�uipm�� s��Et b� �nsp�.t�d, �r-����, �r�d s�raintair�c�ci tr� ����rci�n�� wit�� t�� �ra���f�ttt�F�€�r'�
nt�interaar�c� pracedur�s �r� wiEh a{apiicat�t� �Jakia��t ���'� Pr+���c:tic�r� Assc�iat�r�n st�nd�rcis. Tiae�
ir�s�r_t�orr raf f�r� �ir�t�r�i€�n sy�tc�r�~�s sh�Et i�� cYe��t��.�iwtc�r4 t��� a c�rtific�te�t-�der �r E��al�i�r €sf ���r€��ai�
� is5ued by �i�� �t;��e �ir-� #vl�r�al. Tt�� ��rr�€�iirr�l�I�r ���y ��r��r�ra ie�s���fif��� €�n f�r� ��t�ct���� sy�t���s
ra�i� wt�i�i� en��i�c��ed �y the a��rtitic�t��r��r. Th�s s�tid�n cicr�s rg�t �ar��i�bit t�t� �a�l�c�rii}o ��cavirt�
a�r°�st�i�ti�ta c�€ ir�sur���c� c�t��s�t�y re�r°�s�.�?a��i�vr�� fir��rh� sr°�i�ri��� �.�� �y�t�rt� in ac�cr�arac.� v.it,��
' �cc���a�1� e.>v+�r�i�F�� ;���el��cl:�.
(3} �t�r cr�ntracts :�it� after ,}un� 3(l,. 2�5> tic+e c�ntr��ta�� �ri�� a€�st�Ek� th� ur�c��r r�c��nr� 1 i i�= ��c�rn
� �� �
, tJ�e pc�int �f s�r,ric:e is r�s�csr��ibtc. f�r �c�mm�ietins� th� ir�sta[tatic�r� ts th� ab�vec�resunc3 ce°�r�rr�etit�i� t�ar��F.,
xfi�chi lay d�fars�t��n �ra ��iis �h��t�r i� na €�ore t���t� 'i f�c�t ab€�v� �he finis��9 ft�r, b���►�� �:ana�at�tir��
ti�� C�rrat���tcrs°°s tvl���€i�� �r�d ��s� �.�rtifie�t� f�r Ur��i�:r��c���r°�� P���n� cic�cur�7e�t. �br�ve�ruk.�n�
' cantractors rrcay r��t ccsrr�pt�fi� ttrE Cc�r�teactcsr's t�ate�ial ar�d Tes� Cer�ifica�� for U�sder�r��d �°�pirs�
daa�urnent #'e�r �a�ac�� r�r�rttrad pi��n� �r �r>rti��� th�r��uf ��t�i�h ��v� �en ir��t�tt�ci z�y� c�tf��*rs,
' ��ti�:trv�"����.le;?.�t��t� .�1.�.��t�;t��tt�t�.�,=i��ie°�.c;�r��'?:���..r��c-a��u�ii��;��s�� _ �i�tt�t�:�k,;���c.�� �ts°ig��,., 11 #_;�,�:.�{��}:��
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�f�`�t�at�;� �i. ��`c��stituii��n :V��;��r ��.�t:��tc� . = `��i��� :�t.:'1�Ctt�`��* ��=z:Ci���� � �t� : ��}��,i.��; ��:�z-�������° �'s���:, : �St;�'
��1) i��� ��.�r��ra���r �€s�ay instal( th� i:r�s�-cvvi:ra� ti�€� �a�ckfkr��v ���v�e�tivn �ievic� as d��ir���i �€t thi�
���a��t�r c� �t�w inst�ilati�s�-�s. 7ha r�tr�fi�ting �F � L�ackf�tt�w ���i�� a��� �t exisLii3� iar� �:r�C.ec:t�c��� s}�st�rr�
v�riti� c�a�s� a r�ciu�ti�r� ���r ��r�flat�[e v�a��r �t��ssur�� an�f ���P�ab�� �sy��rra r��atfunet�ra�=. i°�� d�val:��,�-��rr� �?��
�bov�rQ�nd fi�°e �re�tectic�rt s�ysterr� hyd�autic catcuiatiarrs is a task e�� the Cc�ntrat,t�a� 1 ard ![, �s c�e3inec�
tr, this ���Cee, t"ec�ccr�et�g�y, a(;vntraCt�r � rs ��xpr°�ss�y �r�c�k��iE�tt�� fse��� r�ts�;+'itta��� ��aas> �c�°�sr=-E.t�u+t
b�chfkc��+ pr�v°e�tlt�n d�vi�:� �n a� �xi�t�ng fir� �rcat��ti��� syst°s�, ��c� ont� � ��n�r�,�:t�a° � ��� ����tr��:r�r
I( ��� iS ��tt��� ��a r�c�at�:ul��€� t[�� s±�s�.�*rsr ��t�r:� �=��k.r� ��sr� s,�-:�i���° a�ii�rt� to �����r'� �,���r th>r ;;��t��3� 'avi',!
ftt��tint�� +�r'Lt� Ct7� ��aii�t��� ��v:�ter 5�s���>!y� rr�r:��° ?�:1rt�t�;.�Civ�e(�' ����La�tt �'3��F�l�s��kf4r.�.� c���°�i�:�=». �� s}�x�C���� �ie�
�r�t�ctir�r� sys���ns�
F°i'�siGcsrya--°ssg �a, «�ti, t;��. i3��,1�3; s. 9, ����, �1 9��1: s, �, c_��. �3,-���; >. 2�3, =-ka_ 2C�7i ��i:
�t�ai�. `t`�fr �c�rt� "�ipa��" �rr�� ir�s�r��aa E�y i?�4� ���ti��r>.
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[};�TED: N�rr•�mtjer fi. ?()12
TO `�HE DRAtiVINGS AP�'ll PRC?JEC:�I' M..�]�I.JAt. �'C)4?:
CTT}' 4F CL,EARWAT�R A Parks �� �2e�reatic�n �epf.
SID I.I�TOIV PARK
RES`['�t717M/PR�SS B+[7�IC�?NCESSIQN BLTILI?IN(�;
I'ItOJ GCT N�O. l 2-Q024-PR-B
QATFD: Se�a#enmber, 2412
PREP:�REI? BY: �',��tKS Al�� REt;RE,�TItJI� ��PA�TME,NT PL:ISKC3 ARC}ilTF("�`t.�EtL
�00 S. 1�ii'Ft'TLE AVE. 8f�[} DKiE'4% STftE�T
CLEARV4'A"["�:R, FLCiI2:IJI�A 3375fi CLEAI2 WATE[t, FL 337��
PI-3ONE. 7Z7-�62-�f356 �'H�NE: `727-461-"12l}ii
FAX: 7Z7-562-4i325 F,+�k: i27»�161-�1�3i3
"i'F-il� AT?TiFi'�T31IM Nn. :5 I�; 14fii)1tV�: �11), Pi�,i2�'�?R{41�iRt'� ANTD F',4'YT�'��°l"ti'1" 1�tlNil�; �.�T`F:�Iii�"F"C�C3it[ �"}F RiTI T),47'F:
TCl C�..A�RIF'Y, BIDi?ER'S PROf'OS.�L T(} PROSPECTIVE BIDQERS F�.?It RESTROOMIPRESS B�X/CO?VCE:SSI+TJ►N
BUII,DING I'ROJECT NC1. 00-0024-�`R-� OF TNE CO?+iTRAC:T Df}ClI1VIENTS FOR THIS WORK, 'iHIS 4D1?E.14�ti1+�
CtIN�'1'I'I'tI"t�k:S A YAIt`l (3N"!'klk: C[J�"E F�AC;'1` llUC:l.�i�2�;1V'1'�. AC:KNt3WL�llt��; lt�C:�;IF''I' i3F' "1'til9 ,�t)Li�;.IV1}I;J�Yi UN
Ti-�E PR�F'+C3SAL F1'?1tM.
i'AR`P i PItCi.)�CT M.�tNCIAL
Item Na, i: C3id I3ue I)ate E�2endec� tc� t(};3Q:0t} Atvi o�a b'Vec�n�sda�s, IYn��ember 1�, 2it12
�icm i�,Fo. 2. Bid, I'crfQrmancc anc3 Pay'mcn# Bcrnci in �•c%rc:nrc �o Sitc �:'i�vil �onsfruct°ran �rc��pcci Nc�. ���O�D2�-lf'R-?n
and SITE ELECTRICALI51'C}RT FIELU LIG:HTINt� SYSTE;VI PRCJJE�T NQ.12-40�4-PR-C'
l. Further revie��v by City of Clearr�vr�ter -�Leg�l L}ept. it u�as de�rminect b�ed on 5ectio�n 2�>.45 Flor�id� Skatues c�t�l�� �,r�vides
lee���ay fc�r a lacal goti�e:r�aixient er�tity� ta exem�t the bid, Payment ancI performanee bon� requir�it�tnts, if thc contr�r,t is far
$2�0,000.�0 or les�. F3asecl on the le�al clari�catic�n si�ould the Biddzr's Prapc�sai is anar� th��r� �24Q,Ot30.00 fc�r rhis project
Site Civil a�nd Site El�ctricaI Cantractors must provide a bid boncl �i�itla his bid and a�a}-n�ent/perfarmancw bancl should
hic�'hc:r comr�nv }?f: ����hrric:ct the p�-ojPCt hy ihe C'ity ('ouncil �nd is his bid is €>ver ,��?.0�,()b(i.(li) ncr.nrdin¢ fo Phe <�r>ntra,rt
documents�
2, ln adrlenc�um se�lt to Site Civi1 Centracto� a�� Froject i�Ic�. 1'�-OQ24-PR-A ar�d t�r Site Elec�rical Cot�tractor Prc�ject
�Io. 12-Q024-FR-C may �t cc�ntacting }�c�u zn assisting in vbtaining a bicl b�nd and perfc�rmance/payrra�ni f�ond to
p�rfvrm the work at [l�e Sit3 Li�;ktcai�i Park y�� a�e uECde�- �iu ubli�,a€iusE ii� as�i�tii�g i�ie��t. Howev�t� �f ��`ou c�o
cl�oose to �assist one c�f thes� contraetor it is assumed yc�u w�ouid inelude ycrur proft�'overh�ad ar��i the c€�st for
providing the Performance anci Pa�n�ent F3�ndin� for the saic3 contractc�r. 7'l�e Site CiFil. Site Electrx�ca! and
Building I'roposals shall be se�arate Bidder's Proposal far the Project Ne, 12-OQ2=t-PR-A Site Civil Corist�ruetian>
Prop�sai Project I�dc�. l2-OQ��-PR-C ftir the SIT� ELE+C;TRICALfSPORT FIEI:T) I�ICsF-ITFT�IG SYSTEM S,.«�d nc�t
includ�ci �vith E�eneral Cantrr�ctc�r's propUSal fc�r I'ROJ�CT NO. i2-Ot?24-PR.-B �2.ESTROt�M:rPRESS
BC3XICONC`ESSIOAI E3t€ILl7IiVG
3. Site +Civii and Site Electrical Cnntractors �,vhn attended the Mandatory Pre i�id Gt�nference is attachzd that are allUw�;d to bici
oa the proje:ct. 2 pages for site civil ��•ork and i page for site etec.trical work
���� Q� at�.���vnv�t r�4, s
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CI�'1' �� CL£AR1+VA"T�R -
#�'RE-61[7 MEETi(Vta SICf'� IRi SHEET
PARKS & R�GR�ATIt�I�t CaEPA#t�'I1l�EtVT
PROJE�°t`: �12-C1024-PR-�i) S!t? 9,ICKTt�h� Pl�RK - Sli'E CC?NS7RilCT[C�lu ��
C3ATE. NlONDAY, rJCTC►BER �3, 2ii12 TiME� 1:30- �•.Oi� PfVi
��iGATIt�N: FRANK C�rilYERS P�RK CC>N�ERENC� R�SbM� 714 N. S,4TURiV AV�., C:L�ARWATER, FL 33755
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_��� nsultant Representativ�'s Name Print I iirrre of--
; P�rone (�o,, Email Address, Fax: Sign-In
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� 1. LERQY CHIi� +C[TY C�F CIEARWAiE� Emaif: Leroy.Chin@mycf�ar�nr�ter.cc+m 1:30 pm
� f PARKS �#tEC. DEP7. Fax: 72?-56Z-4825
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ADDENDUM NO. l
DATED: October l5, 2012
TO THE DRAWINGS AND PROJECT MANUAL FOR:
C1TY OF CLEARWATER — Parks & Rccreation Dept.
S1D LICTON PARK
SITE ELECI'RICAL/SPORT FIELD LIGHTING SYSTEM
PROJECT NtJ. 12-0024-PR-C
DATED: September, 2012
PREPARED BY: PARKS AND RECREATION DEPARTMENT
I00 S. MYRTLE AVE.
CLEARWATER, FLORIDA 33756
PNONE: '727-562-4856
FAX: 727-562-4825
PL[SKO ARCHITECTURE
800 DREW STREET
CLEARWATER, FL 33755
PHONE: 727-461-720Q
FAX: 727-461-a030
THIS ADDE3VDUM NO. 1 1S ISSUINC SECTION I ADVERTISEMENT OF BIDS & NOTICE TO CONTRACTOR TO
CLAKIFY, BIDDER'S PROPOSAL TO PROSPECTIVE BIDDERS FOR SITE ELECTRCIAI.lSPORT LIGHTING
SYSTEM PROJECT NO. 00-0024PR-C OF THE CONTRACT DOCU1'VtENTS FOR TH1S WnRK, THIS ADDENDUM
CONSTITUTES A PART OF THE CONTRACT DOCUMENTS. AGKNOWLEDGE RECE[PT OF TH1S ADDENDUM ON
THE PROPOSAL FORM.
PART i PROJECT MANUAL
ltcm No. 1: Scction I
l. Advertisement of Bids & Notice to Contractars — i page
2. Contractor's qualifications wording see attachment
ENB OF ADDGNDUM NO. 1
�
:��3�iE!'�;3:?��tl't i�i4}. � -tl('['i)D31�:4� i�, '4)i`�
SECT[ON i
ADVERT[SEMENT FOR BIDS & NOTICE T� CONTRACTORS
Sln 1.iCKT�N PARK- SITE ELECTRICAEJSPORTS FIELD LICHTINC SYSTEMS
PROJECT NO. 12-0024PR-C
CLEARWATER, FLORIDA
Copics of the Contract Documents and Plans for this Project are available for inspection and/or purchase by prospective
bidders at the City of Clearwater's t'!an Koom - website address� d��o��ce �i�+,,C'le.a�v+���t�r.co����`cit���rc�iects, ON Mondav, October I5,
2012, untii no later d�an close of business three (3} days preceding the bid opening. Nrice of Contract Documents and Plans, as
indicated on the website, reflects reproduction cost only.
Scope oi Work:
The City of Clearwater (hereinaRer "Owner"}, I'lorida, is seeking bid proposals from Site Electrical Contractor to provide insurance, equipment,
labor, and electric�l materials Por the removal & salvage of existing sport IighEing systems of seven (7) baceball fields storc at Owner's facilities,
the Contractors shalt reinstall salvage sport lighting systems en the new IHyout of Sid I,ickion Park b�seball fields; b�tting tunnel sport lighting;
inst�Il new bullpen lighiiog fixtures utilizins existing concrete poles provided by Owner, new scoreboards prnvided by the Owner, new
spodflood )ighting f'or ftag pole and park identificntion signage; rc-lamping of all cxisting sporting lighting tixtures; new Musco sport lighting
system mountcd on cxisting poles providcd by the Owner; new site e(ectrical systems; new electrical patiels; re-aiming v(�purt lig}lling syslcm tv
meet new photometric cunfigurdtions per MUSCO rc-aiming layout rlccording the plans and specifications tor the project. 7'hc Site Elcctrieal
Contractor shall coordinatc new electrical service with Progress [;nergy to confirm location of new scrvice. 7 he Site Elcctrical Contractor is to
verify all quantities as required on the drawings and specifications. The scope of work is a lump sum contract; there will he no additional funds
provided by die O�vner for missing quantitics or additional costs necessary ro perform the electrical works for after the Site f;lectrical Contractor
his submitted their bid hascd on the drawings a�id specitications during the bidding process. "Che O+vner has elected to �rovide direct purchase
orders for materials to the Site Electrical Contractnr's materi�l vendars in having state sales ttix saving for this project. 7'hc Owner �vill provide a
purchase order to the various material vendors for the Site �IecUical Contractor in providing e;lectricz�l and miscellaneous matcri�ls to construct
the canstruct the site elecUical and sport lighting systems for this project as shown on the druwings and spccificatians of this projcct. 'I�hc
successfu] bidder shall at thc prcconstruction mecting providc his inaterial vendors in providing ihe electrical materials tor the project. The
succcssful biddcr shatl be inclu�ed in Q�e material vendar's bill of yuantities and dollar amounts which shall include all apptic�ble state sales ta�c
fvr materials required for this project. The Owner will develop purchase orde�s for the Site Electrical Contracror's material vendors for the
electrical materials less the state sales tnx.
Mandatory Pre-Bid Conference for all prospectrve bidders wilt be I�eld an 1:30 PM, Moaday, October 29, 2012 aE Frs�nk
Conyers Park Coaf. Rm. 714 1�1. Saturn Ave., Clearwater, FL 33755 Kepresentatives of the (?wner and Consulting Architect
g Engineer will be present to discuss this Project.
Sealed proposals will be received by the Purchasing Manager, at the Purchasing Office, loeated at the Municipal Se�-vices Bldg., l00
5. Myrtle Ave., 3"' Floor, Clearwater, Florida 33756-5520, until 1:30 P.M. on Thursday, lYvvember, 08, 2012, and publicly opened
and read at that ho��r and place for 51.D LICKTON PARK- SITE ELECTR[CALISPORTS FIELD LIGHTING SYSTEMS -
PRt3JECT NO.12-0024-PR-C
A complete bidders package containing plans, speciTications, bond forms, contract form, affidavits and proposal form is
available to the general public (Contractnrs, Sub-contractors, suppliers, vendnrs, etc.) for revie�v and purchase. However,
sealed proposals will only be accepted from those Contractors that are currently City pre-qu�iFed Elech-ical Contractors with the
Engineering Department or has previously contractecl witte Parks 8c Recreati��n Departrnent and has a minimum of 5 years experience in
similar the construction cat�gory pf �iit�: ���� tric7� +.� [�����i�aii '� �:�rt ��`ietc� t.�r�€�tir� s�vti€�e��� with a minimum pre-qualitication or
simi lar size project in the amount of �300,�00.00.
Contractors wanting to prc-qualify to bid this project must do by lillin� out attachment in bid UI'OpOS�I referencing vf five (5)
references with project name, value of project, contact persan, address, phone nwnber, fax number and e-mail address submitted along
with bid proposal on the bid opening date.
Bid bund is requind; contractor must hofd his bid for a minimum of ninety days from date of bid apening.
The right is reserved by the City Managcr of thc City of Ctcunvatcr, Florida to reject any or al ( bids.
"I'he City of Clearwater, Florida
Michael Munay, Purchasing Man�ager
(727) 562-4633
AddendumNo 1 Sectionl[IjIQ-QQ24-PR-c.�ioc Page i of 1 7/23/2012
�
ADllENDUM NO. 2
Df1TED: October 30, 2012
TU THE DRAWIIYGS AND YKOJECT 1�1ANUAL FOR:
CITY OF CLEARWATER — Parks & Recreatio�� Dept.
— SID LICTON PARK
Si7'� �:LEL`1'Rtt'AL/SYUKT FIELD LIGNTING SYSTEM
PROJECT NO. 12-0024;PR-C
— DATED: Septemuer, 2012
PREPARED BY: PARKS ANI3 RECRT,ATIt?tY il[;F'ARTMENT PLISKO ARCIIIT�CTEIRE
l00 S.:MYRTLE AVE. S00 DREW STREET
— CLEARWATER, FLORIllA 33?56 CLEARWATER, FL 33755
PHONE: 727-562-4l356 PHONE; 727-A6i-7200
FAX: 727-562-4825 FAX: '727-461-(F030
� TH1S ADDENDUM NO. 2 1S ISSUED FOR WITH SIGN TN SHEET, MEETING 1VIINUTE.S, QUESTIONS AND AN.3WERS
TO CLAR:IEY, T(? PROSPECTIVE BIDDERS FOR SITE ELECTRCIAL/SPORT LIGHTING SYSTEM PROJECT 1VC1. 00-
0024-PR-C OF THE CONTRACT DOCUMFNTS FOR THIS WORK, THIS ADDENDUM CE7IV�STiTUTES A PPf,RT OF
� THE CONTRACT DOCUMENTS. ACKi�OWLFDGE RECEI}'T OF THIS ADD�NDU'M ON TNE PRnP+bSAL FC13EtM.
PAR'I' l l'KOJE;CI' MANUAL
� Item Nv. 1: Sign in Sheef 1 page
Item No. 2 Prc Bid Meeting Minutes 2 pages
i Item No. 3. Qaestions and Answers 5 page
1. Last day for questio« Friday, Nov. 2, 2U 12 aT 12:OQ Noon, no other questions qr ansr���rs wilt be accepted after this posted
Yime.
� END OF ADDENDUM NO. 2
J
�
� � � � � � � � ` � � � 1 I � � i
CITY OF CLEARWATER
PRE-BID MEETING SEGN IN SHEET
PARKS & RECREATION DEPARTMENT
PROJECf: (12-0024-PR-C} SID LICKTON RARK— SITE EtECTRICALjSPORTS FIELD IIGHTING
QATE: MONDAY, OG70BER 29, 2012 T1ME: 1:30 — 3:00 PM
LCiCATIdN: FRANK CONYERS PARK CONFERENCE ROQM, 714 N. SATURN AVE., CLEARWATER, FI. 33755
Clearwater Representative andJor Consultant Representative's Name Prin# Time of
Phone No., Emaii Add�ess, Fax: 5ign-In
PHQNE: 727-224-7101� �
1. LEROY CHIN CITY OF CLEARWATER Email: Leroy.Cnin@myciearwater.com 3:30 pm
PARKS & REC. DEPT. Fax: 727-552-4825
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Sid Lickton Park — Mandator�� Pre-Bicl'47ceting
Qucsti�ns & Ansti��ers
1�lunday, Ociober 20, 2012
Ali questions and a��s��rers are provided ta alf contracior� because even though the yiiestions and ans���ers we addressed by
projects the questi�n are int�ra•elated and some quesiic�ns apply� tt� a41 the projects. The contractors are respon;>it�le to
review all yuestians and ans�vers as though it applizs to his scope of w�ork. It i� also noted tl�e scope of wvork rea�J at the
pr�-construction meetin� is a brief descrip�ion a�ld the c�ntractor sl�all read the detailed scope o#� work �nd is includeci in
this bid proposal. Last day of questions is Friday, No4ember 2, ?012 at 12:00 T`Toon na other questi�ns wilt Ue acc� �pted �r
ansv4�ered of the posted ti�ne.
A. �ITE CI�IL CONSTRUCTIOI�I 12-1)02�-PI2-A
1. �'hq g�ours the concrete around the trench �rate?
Ans�ver: The Concrete Flai�uork Contractor Bici No. Ol-1 �
2. Who does the construction fencing(light pc�les?
Ans�ver: This work is under separate contracts for remava! a��d replacir�g the existia�� fenci��� �f the Erall
#ieldslbackstops and relocati�ig them to the t14ti�� lc�cati�n. �'e l�ave bic�s tliis item and ��aitinn for ativarcli�y� tl�e
contract. Existin� light poles and relocation is under Site I;tectrical.lSport Field Lighting S�sten�s 12-002�1-PR-C
3. Who is responsihle for �nrvey I.apout?
An��ver: Tl��e Ci�� is resp<3nsihle for the site la��ouY �nd sxicvev �.�-nrk f�r 'i�°lo of the Iavc�uY of prnp�sed ��ecific
itams:
a. �3asebalilbaekstop and fencing locatic�ns
b. Foul poles
c. All conerete flatwork i«cludin� vertical curt�s af parkin� area
d. Restrooin/press bo�ciconcessio�� building location
e. Trasl� dumpster enciosure
f. Dugout location
It shall b� notcd thc Ownc.a• will pre,vide a onctimc stakeatst of the abt�ve items any� additional st:al:evut c�f tl�e san3e
items the cost will be by the contract�r requesting the aciditiona! stakeout.
T}�e site contractor will be required t� �rovic�e 3zis awn staking a�1d fayaut of l�is w��rk. The Site Conta-actox� wi(l
be reyuired ta insialls tl�e ��lt ferrcing, teiriporary c�nstructi�n cttail� li��k fencin� and r�rnuval of e�istiz�� 1i.:ncin�.
4. Mxy rve cuntract with the same surveyor the City is using?
:�nswer: Yes the any uf the eflntractors ma}� contract witl� the sur-ve_y the city is l�sing. Ueuel �i Associates Phone
number: 727-$?2-41 S 1
5. May the site contractor quote for the �ther work of the praject'?
Answer: Yes the c�ritractor may bid any the items out far bid.
6. Will the �wner accept the aggregate of the totzl af the items bided to determine lo�v bidder?
Answer: No the �wner will not add multiple item together to determine Iow bidder.
7. Whose job is it to develop the As-built drawings?
Answer: Each of the separate contractor will be rec�uired to perforn� their o�vn as-built and siibmitte�� to the
Owner's Engineer of Record to close out the project with StiVF��MD/
8. Wil1 the site cantractor be responsible for the wheet sta�s on grass grade?
Ans�ti�er: The bid docan�ents show tl�e site contractor is to proti�ide cast fc�r bring �he su� grade up of Yl�e grass
parking area where Bahia sod can be laid, this is the base bid this includes �ub �rade s#abilization of thE; asphalt
surface a��d grass parkit�g areas and filling with the appi�opriate 6ase materials tor asphalt {crusl� concre�fe) grass
parking (�!1 soii & compost 60;4U rni�). The alternate� iterr�s request for installation Cieo Bloek Parous P.avement
System as specifred. These tv�lo time and %e found in tlie Bidders proposat.
9. Who iustalls the wheel stops?
Answer: The Concrete Flatwork Contractor (Bid No. 01-1 �} wiil install wheei staps.
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11.
Sid Lickton Park — Mandatory Pre-Bic� Meeting
Questions & Answers
1Ylon�la,y, Ociui�er 2Q, 2012
Are the wheel stops on top of grade?
�nst�er: The site contractor shall provide the grades as required per the coi�tract dr�wi���s. Ifihe O«ner elects io
have the ribbon curbs for the wheei stops t� be installed the ��i[I be on top ot the ri�t�on i:urb.
V1�'ill the City have some one full time on site to t�andle disputes?
Ans���er: T}ie Qw°ner tivill ha��e� a site office at tl�e site to resalve all issues. W'e fe�t the dra�vin�s and tlle ,co��e of
r�c�rk clearly identities re�ponsibilit}° bet�veen various eontractor's and as stated iit the scope of work c�f the
technical specit�catio��s the f�llo�v�ing:
5. The Site Civil C<7ntractor of t1�is praject shall coo�rdinate is �vork with otl�er Owner's co��tr�ctars perfonnie��g otl�er
wt�rk on site. C'�nflicts sl�all he br•otight ia t}�e attzntic�i� to t3�e Oe�ner anci w°ill resalve any co�iflicting issut:s.
6, It is n�#ec3 the Site Civit Contractor st�all be reqtjired to coc�rsiii�ate wii}� the O�ner's Cc�ncr�te Fl�t�;u�rl� &
�isphalt Contractor in coordinatiof� of the st�l�-�•ades for �:onci•ete flatwork aszci asphait st�rtaci��g.
l2. Is there a w�a}� to bicl asghalt contingent on receiving bid award for Site Civil Constructinn?
Answer: No
13. How daes t�e c�irQCt �3urchass order system work?
Ans�ver: Each of the prime contractars ��rho are ati�ardeci the c�ntract for tl�e ti��c�rk to �e perforn7ecl at !tie Sid
Lickton Park praject shali liave included all appficable state sales tax fi�r alI materials tc7 be �itilized t�c�r t�zis
praject. At the pre construciion meeting �uitli the Otivner & Consultants the c�ontractor sl�all be requi�-ed to �1rc�vide
the list of vendors �vhom they will be purchasing fnate�ials from.
a. An itemized lisi c�f materials cost ��ith all �pplieable stat� sales tax ineluded.
b. Upon ap�rnval of materiai st��imittals by the ec�nsultant cantractor shall fiii out the list �f materials t�n the
Parks & Reere�atinn T?epar#Tnent�'s Req�zesk to Requisition f�rm_
c. At a schedulec3 i��eeting the Ui�rner ti�il3 g� oi�er how to fill ot�t the fonn a��d the ii�formatian recyiiirerl c�n the�
fom�. It will be mandator;� the requisition include ihe i��voices fro�n the material venclor rnust be sent directly
to the co�itractor c�riginating the request to reyuisitivn of the n�aterials and ��at sent dic•ectiy� to the Citry even
thou�h it is stated on the purcha�e order.
d. The City ��ill t�e issuing purchase order directly to the ve��dor fo�• �naterials less the state sales tax
e, The arnoant of the purchase order plus the sales tax will be ducted nf the averal4 value of the purchase arder
issued to the c�ntractor performing thc �vork at tl�c Sid Licktan Park.
£ Thc Parks and Recreation Dept. will track the tc>tal ainount of the contractor's contract less the direei p�.irchase
order to the material vendars.
g. This document will be issued to tl�e contract�r of all e�.pei�ditures of lais co�3tract purchase urcler cx�ce � ii�oiltl�
at a�ru�ress ineeting fur tlie cunlra�lor's review aricl cu3i�z�nalion.
P�. The laY savin�s wiIl also be tracked and these fui�ds will be place i�� t13e contir�gency �ine iters� of the
contractor's sch�dule of values.
i. if the funds not utilized in the direct purchase order to the niaterial vendor at ciose out of tl7e purcha�se order
these funds shall be returned to the contractor s purchase order.
j. Ta pay a material vendor's invoice the contractar is to receive the invoice. The �naterial deliverer.l to the
ct�ntra�ctor shall be accompanied w�ith a bill of lading or a packing slip. l'he contractor sl}alJ e�n1'inn the
material delivered matches the bill af ladin� ar a�acking siip and si�ns �tf and retains a �riginai co�:y in �is
tiles. LVhen tl�e invaice is serit fro�n the materiaf vendor far payjneT�t he shall confirm t.he t���a dt�s:urnents
match and si�ns off a��d senc� bath cic�c��menis ?o tl�e �hvner for payment_
k. Tl�e Qwner will verify the two c�ocumerlts match and �.�ill approve invoice for prc�cessing for payn3e,nt.
1. Any of the items listed above are not folit�cved ar invoices sent to the Owner �.vithout verificaiion by the
contractor vvill delay the payment to the rnaterial vendors.
14. Wil! it be �eyuired to do a de�dactive chan�e order for the direct purchase order of caur eontract:'
Answer: There is a set value of the eontract awarded to the contractor based on his bid proposal fc�r il�e project
and a purcliase order from the Owner �vill be sent to the cantractar l�ased on the a�varded cor�tracted amount. The
materiai purchased is sti41 the based c�n the contract�r's for the direct �urchase order req��es#ed and funds are ��ot
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Sid Lickton Park — Mandatory Pre-Bid 1�7ceting
Quesfions & Ans"�f:rs
Monctay, Octobe�• 2d, 2012
co��ti�tb directh� fror�� c�ntractor'S coinp�iny accvuni an<I ere pr�vicled by Ltie Cily'� (unels J��r this prvj�cl.
U�:7dated accuunE uf �he project inforrnation is pro�id�ed to [he contractor on a�nontt�ly bases and revie���ed and
cc�nfirnlation by all parties, befoxe the ne:ct report is issued. t�t tt�e el�d ofthe eonstruction project a reeonciliation
meeti��g wi�ll be he1d b�tween the Owner and tlle Coi�tractor wiil be eonducted to confirm the accoi�i�ting is
carrect. The intent is the contraetor shall have received all available funds less the cantinger�cy and any ad�9itional
work requested by th� O�vner will come out of the contingei�cy funds_ Tl�e oY�ly time a cliange order is r�.qtlired
r�ould be we have expended mare funds than is availabte at the award of the contract �,�alue. The c�rztingency
funds belong's tc� tlie t)��ner as stipulated in the hic�ding daciimtnts and these tutids will be retur�ale� to t1�� C?���ner
b}= closing oi�t the purchase order short.
4'Vho primes the b�se prior to instal}ation csf the asphalt surtaces fo�° the asphait can�ractor?
finsti�=er: The Site Civil Co�itractor.
What about exis#ing utilities on site?
Answer: the Coniractors are responsible fir� call in under�rc3und I�cate 48 h�urs prit>r tc� a3�;✓ excavatioris. A,I1
contractors shal3 note thare are e�cistin� i�tilities fro�n the R. O. piant going througt� the site. Tl�e O�v�nzr has
�identr�ed the locations by saft diggir�� of tt�ese u»dergrpund utilities by surveying them an�l are shou�n� on the
eontraet documents. The (7wner `�ill locate tl�ese utiiities for the cantractor and it is the responsibiliry c�f al)
c�ntractors nat to disturb these �rtilities. The co��Cract.ors shaJl sc�ft dig thes� utilities pri�r to excavatioF�s.
Removal of existing trees #he S�te Ciuil Contractor shall tai:e extreme care �vhe�� ren�nvi�z� ihe tree ,-�at <�nd not
pull out existing utilities.
k�. RESTKOOMS(PRESS B4X/CONCESSIOi�t I3I7ii,i}I1VG 12-0(f24-PR-R
1. Who provides building pads i�� site �r�ork?
Ar��;wer: Sife Civil Contractor ti�ill clear the site a�c� seYs 6��ilding pad to d�e right eIe��ation ��a�eatt� the �,t�i)ciing
slab.
Z. Is tl�e Geo-tech Engi�eer, tbe Site Ci�ii Contractor:�
Answer: Each of ihe various cantractar shail be required to retain a third p�rty �Cie�-tech l�ngineer of hi� cli�oice. 3
ori�inal of the report shall be provided one each to Ourner, Cansulta��t and CIP fil�;
3, Vl%t�o does the �sphult testinb`'
Answer: E�ch of the various conir•actor shall be required to retain a third party Gco-tccl� Engincer of his cl��oicc. 3
original of thc report shall bc �rovided one each to O�ner, Consultant and C'IP tile
4, IIotiv many asphalt boc7ngs reyuired?
Answer: The Teclinical 5pecificatic��as desca ibe l�ow inat�y is requi��eil oi accarclin� #o FI)OT stai�da�c�s.
S. Describe scope Letween Buil�ling Etecirical and Site Electrical Cuntractors? �
Ans���er: T}ie Iive Ceel �utside the roof drip line is tl�e liznits of wark between the two contractors I-towever:
a. Atl electrical cond�its (s}ee�ves) for electrical service, telephoneldate, fiber optic, cable televisi+:ri�, fire
protectian sprin{:ier backflow prevention deviee sha31 be i»stailed by the 5ite Electrical Contrac;ta;r to the
property lines and into the electrical room iocatians as required of the proposed building aild providr:� heavy
duty pull string in the conduit for irtilization by atliers. The Building Electrica] Contractor shaJl be reqi.►ired to
provide wire conductors for the electrical service to demark location of Yrogress �nergy. Coorcii�iatio��
betrheen the Building Electricat Contractar and prog�-ess Ener�y.
b. Eleetrzeal Service oi tields 6& 7 is the resp�nsibiiity� U�ihe Elecirical Site Contrac��r.
c. All electrical cc�ndt�its f�a- sport liahtin�„ t�ull�ens, bating tunnels, scoreboards data ancl el�ctric:al to I.��sehall
t�ackstops and other site e(ectrical items home run5 into the elec#rical room is by the Site E;fectrical
Cantractor. The Building Cantractor shall confirn� all site electrical is in pla�ce prior to pot�ring c-oncrete
bui�ding slab.
d. The sport lighting pattels ir�stallaiion and mount�ng in the electrical room is the responsibility of �!he Siie
Electrical contractor and aIl other items required to prflvide a complete site operable sy�stem. The Efuildin�
Electrical Con#ractor is responsible for providin� eiectrical canduits and wire co��ductars farm the e;�ectrical
main to the sport lighting panels to make them operationat.
Sid �.iekton Park — M'andatory Pre-Bid 1�leeting
Questions & Answers
Monday, October 20, 2012
6. V1'ho installs electrieal paneis?
Answer: The Building Electrical Contractar is responsible for upstream from the rnai❑ electrical aricl build�i�����
electrical �aiaels. The majority af the existin� e3ectrical panels ��f the sport ligl�ting shall be rei�sed ne���� sport
ligfiting electrical panels as required is the responsibiliTy of the S�ite Electrical ConTraetor. This i�forni�ati�n is
also explained in detr3il c�fthe detailed scope wc�rk in the Technical Specifications of the bic3 documents.
7. ls the Gity the owner of direct purchase?
Ans��er: Yes, C;ity is 2he awner of the direct purchases, ho�v�;��er w�hen the material is delivered to the sitz and the
co��tractor- accepts i17e deliveTy it is the responsibility of Che c�»�tractor's is noti�,• Chuner of� tl�e �7aaterial�,� and is
responsib}e fi�r i# during installation and final a�ceptance of the ���ork by the O�vner.
8. Is the cantractcrr required tc� pro`-ide buitc�er's risk insuranc�°'
Ansu�er: i'es and the Cit4r at Clearwate�• shall alsc� be entered oz� fhe b��ilc�er5 i��s��r�nce ���licy.
C. SITF ELECTRICAL/SPqRT FIELll I,iGHTING SYSTEM 12-0�24-PR-C
1. Is a gea-tecla required for founclaYion?
Ans«er: Yes, a third party ge�-tech engineer must observe the b�ring and the cc�ncrete li�ht pale set in pl�:�ce. ,���
original capi�s of the repart tnust be pravided ta tlie Q�rner and Structl�ral Engii�e��-
2. Does ihe c€sncrete light poles required tc� be re-certafied?
Ans��;�er_ The �wner's Stnicturai F_,ngineer ha� inspected all the eonc�rete electrical �oies and l�e has prt���ided
installation signed sealed drawings for the elect�-ieal cant��aeior to obtain the buildin� ��rn�it.
3. Where are the locatic�ns f�r the l�ales?
Ansti�er: The pl�n:s l�nve bee►t provided shou=ing existinU loca#ions and ���n�soseci l�rcati�n4 in the c;�-rntract
docEl�n�nts _
4. Da the concrete poles need ta be re-certified?
Ansv�-er: I*I�, the co�ncrete li�ht }�oles have �6eei� re��i��s�ed by� ti�e a Striic�ural Engineer and contir€��s it�ej� �r� �e-
useable and signed sealed dra���ing are pr�vide by the Structural Engineer for 6ui1dir3g pennits to be obt�ined by
the Site Electrical Contractor.
5. Who is daing clemolition on existing sport lighting sys#cm`.'
Answer•. The existing sport lighting systcm is not bc de�nolisi�cd but arc rcn�ovcci and stcsred �t the t:t�vner's
Nursery faciliry across Saturn Ave. and reinstall accordin� to the cantract docun�ents.
The sco}�e of work states the €oitowing: #he Site �l�ectrical Contraetor to provide insurance, equipment,. labc�r,
�iitj electricai �na[erials for ilie re��ioval & salva�e vf existing spoit lightin� syst��ns of seven (7} l�asebal l fields
�ture at Owner'S fdcililies, t13e CUntractors shail reinsta}1 salvage spUri ligt�tii�g sy�t�jr�s to tl�e �iew layout vf Sid
Lickton Park basebali tields; baiting tunnel spoi-t ligt�ting; install netiv bulipez► lighting fiXtures utilizin; existing
coFicrete poles prouided by Owner, new scoreb�ards �rovided by the Owner, new spot/t"laod lighting for f7ag pole
anci park ide�itificatio�� signa�e; re-lamping of ali existing sporting iighting tix���-es; riew Musco sport i i�hting
system �nounted on existing poles provided by the Or��ner; new site electrical systems; new electrical pan��ls, re-
aiming of sport lightiitg system to meet new photometric configurations per MUSCQ re-airnin�; iayout ac�.ording
the plans and specifications for the project. 'I'he Site Electrical Contractor st►all coordinate new electrical ;;er�lice
with Progress Energy to confirm location o#�new ser�ice. The Owner's land surveyar shal] stake QtEk or�ce aJl light
pole locations for the ne��- basebail fieid layout, bullper� light poles battin� tunr�el IiQhts po�es, flag pole, p�irk sit�
identification sionage, ne�� location of electrical �anel service for basebali #ield 6�c 7 fo�- the Site Elf�ctrical
Cantractor. Any other Iighting stake out requirements after Owner I�as perl'ormed the initial stake oz�t of the
electrical site lighting systen3s any additional stake out shall be the responsibilityo uf the Site Electrical Conh-actor.
5. The Site E]ectrical Cantractor shall instatl existing and new basebal} electrical panels of fields 1-5 in the e1�;sctrical
raom of the prnposed concession/restraomlpress bax building. The building contractor shall instali cond�:iits and
conductars frbm tl�e from the main electrical service panel ta the sport lighting electrica( panels and aTl ot:her site
electrical to these baseball tields.
6. The Site Electr�cal Cor�tractor is rec�t�ired to itistall all site conduits, electrical, daia, te�eplaone, cable t�i���visi�ot�
Sid Lickton Park — ltilanc�atory� Pre-Bid Meeting
�Qucsti�ns & Answcrs
�1Q,�aa.�, ��tQ�e,- Zo, Zolx
coi�duits frorn Gl�e prvperly lines t� Che builcli�l� service panel� fu shown on tl�e clydwings ��ccorclinE, tv [he
s�eciiicatiai�s and provide pull strings as neccssary in tl�e co�lduits for future use b}r others. Ttie Site I�,lectrical
Co�atzaetor shali !�e requ�i�•eti to provide elect�•ical panels foz- fields 6& 7 and al� ot��er yi2e eleetrical cc�mponents to
for a eomple�te operable electriaal svstel�� accordin� to tl�e drativings and specifications ilacludi�Ig �eid 1-5 and
batting ttuznels.
1'he Site �I�;ctrical C�ntractor sl�all be reqii,ired to pro�-ide all site electz•icai systerr�s as shnu-t� on the drati��in�s and
specifications.
D, C4JNCRETE �LATWQRK & C:C}NCRET� '�V072KS 01-13
1. ��%hc� is �°espor�si�rie �'€�r� the electi•ical, �wtto dcaes ca�ndi��t bene�#h #he �ra�ose�i �a��ir�g?
Atjswer: Site Eiect�•ical Contractor will ins�a3I site electrical prior to ii�stallation of concret� f7atwork.
2. There are phase 1 and 2 on ttie drawings, how witl this affect the c�nnstrnction of the ��roject:'
�z�swer: there are tr��o phase to t]le projec�t. P}�ase l there is u�nlimited access ta the project sit� are�: bti �he
caniractors ta perfo��rn his work. Phase 2 is the area ihe R. 4. plant contractor v�°ill rpse the }�roposed asphali
�r�iveway access to tk�e R. O. plant to construct and ttie out�elds of felds 3 axld 4�vi11 be lirn�ted access_ '�'���he two
retention pancls wi(1 not be �,onstr��cted �intil later parC c�f the project. The pllase 2 a►�ea ��il� t�e �•eci�ired #o
construet 2 water tanks and deYnolished [he existing water ta7►k� It i� to c�ifr ��i�derstandi��g it �t-i11 Yake 6 ni�»�ihs t<�
clemolish and btx�ilci tlle h�%o water Yank_ `I'13e R_ f�_ plant is selieduied to begir� t}ie tir.�t of January 2E�i 2,
3. Who is �espnnsible to install concrete stabs for dugonts?
Answ�er� {'onerete slabs of the di��o��ts �re included in Concrete flai��ork Contractor"s seope af uc�rk_
F. ASPHALT S[TRFACING OZ-13
1. Is there strippin� ant� si�nage on ihis by ihe asphal# cont8°actor?
Answer: Nc�. the O��ner has a blan�:et p�rrc[iase c7r<�er Fi�r this tivUrk.
2. Do we eome in oncc oe hvicc because of the tc�o phases?
Ans�ver: The iirtent is for thc asphali co��tractur tc� comc t� tlic siic oacc.
3. lVhat is do yo�� mean minor grading?
Ans��ver: The asphalt s��rFacing cantraetor maybe required to do leveling arc�und s#or-n1 sewer catcl� basins ��d
other l�ard surtace tc� make s�re tl�� 1.5 iuch �f aspl�alt surfa�ifig is provi+le� ai��l t}3e pro�>er �lrair7age i� acl�ieved
forvards tlie d�rairia�e str�uctures or swale�.
F. BASEBALL DUG�UTS REMOVAL & REINSTALLATION 4�-13
No questians
G. iieneral puesiions:
1, Anything about Masco Light�ng System?
Answer: The Site �lectrical Contractc�r will need to re-lan�peci all lig�t�i�� fixtures
2, lloes fihe sport srte lightin� neecl �otall�� remosed siur�mg consfr�ctic�n an�i can we pla�e then� in the nevv la�cations
after they are rernoved?
Answe�•; Al] tl�e exist€ra�; src�rt lightinp; s�'ster�� need4 to be �•en�c��ed in it� entir�ty a��d stored aT the C;,wner'c
Nursery Facility aerc�ss Sai�irn Ave. The existing .light cc�ncrete poles cann��t be placed at tl�eir ne�� l+��cation
because the site need to be cieared and the site l�rought t}�e proper elevations.
3. Do yo� have a budget?
Answer: Yess b�t we do not provide tiiis info�nation.
i'1'IANllA'1'OKX P1ZE-Blll C't)IYFEKENCE MEETiNG lYIINUTES
SID LICK'I'ON 1'ARK — PItOJECT NO. 12-0024-PR-C
�ITE ELECTRCIAL/SPORT FIF.LD LIGHTINU Sl'STEM
Date/Time: Monday, Octaber 29, 2012 (a,; 1:3(1 p.m.
Nleeting Location: Sicl Lickton Park — Fra��k Conyers Gonf, Rn�
7i4 N. Sat��rn ,4�re.
Cleanvater, F'lorida
Contacts: City of Clea�tivater Project Manager: L�ro�� Cl�in, (}fttce: 72i-562-485b,
C;eII: i27-3�Z4-71U1. �-mai1: T�ero�__= _.chin�ii;rnticlear��ater,eor�i
Cnrast�itants: Plisko t�rcl�iter,tt�4•e P_ 4_ AI.A — Aie� Pli�kc�. Architect
5'sg��In Shee�s -°]"�liis is ��n���datoi� meetin;. 1'�ease complet� tile si��a-in sh�et �e�it��y ��cf ct�m�ietel��. £:c>€�ies
oi�tite Yre-bid C;onference sign-in sheet �-i11 be copi�d aaid pravic�ed with addendum no. 2.
�. SCOPE OF'4NORKe
l3t•ief Scope of' W�ork: (detailed scape af ���ork see techz�ical specifications and a�ldendur�s}
1. I he C;ity of t;learwater (hereinafter °C)wner"), f�!€�rida, is seel:ing bid proposals fi�om Site El�etrical Cantr;;�c�or
ta �rc�vide. il�surance; ey�3ip�nent, labar, and electrical �-naterials for the ren�oval & s�zlvage af e�isting :,port
lighting systeins af seven (7} baseball tields store at t�u�a�er's facilities, the Contract�rs shall re�inst�ll sal�,��age
s��rt Iighting systems to the ne�v lat�out of Sid i.,ickton Park basebal) fields; batting t�innet sport Iigllting, aa��stall
new bullpen lighting �xtures utilizing existing cancrz�e poles pro�rided by �Owr�er, ne��� scoreboards provid�d
b}� the O�vner, �1ew spotltlood lighting fc�r flag pale anci park identification signage; re-tamping vf all eYi:,ting
sporting iightiz�g fixtures; ne�v Museo sport li�hting system maL�nted c�n existin� �oles provided by the Ov+�i�er;
y��w site eiectrical s�ste�ns; new elec�trical panels; re-aiming of s�ort linhtii3g systeln to meet ��erv photom:,tric
confi�ttratioi�s pe�- MLlSCO re-�irnin� layout a�cordin� the plans and speci�ca�ions for tl�e project. 1fie �Site
Electrical Contractor shall coordir�aie ne�v electrica] seruice ��-ith i'racress Energy t� cc�nfirm locatic�n �f' neru
service. The Site Electrieal Contractor is to verify al] quantities as required ai� the eira�vings a►id specifications.
The scope af cvork is a luin� stma cor�tract; there wi([ be no ac�ditional funds provided b}� the Qtivner for �nissing
quantities or adc3itional costs necessary to perform the electrical ti��orks for after the Site El�ctrical Contr;actar
has subm'stted their t�id basecl on tl�e cirau�ings anc3 si�ecific�ti�ns during the biddin� pracess. The C�wne�r has
eleeted tn ��rovitie direct ��tii•chase drders For maierials �to the Site Electrical Contractor's materia) vendors in
havin� state sales tar savin� for this praject. Ti�e Ows�er w�iil �rovide a purchase oi•der to fhe variaus rnaterial
ti�endoxs for tl�e Site Electrical Cc»�tractor i�� praviding elec�rical and miscellaneous naateria�ls to construct the
construet the site el�ctrical and spo.rt li�i�ting systems for this project as shown o�a the drawi��gs and
specifications �f this praject. The successful bidder sl3ail at the p�•acons�ruction meeti�ng prov�tie his mab�rial
vendors in pravid�iug th� eiectrical materials for the project. The successful hidder shall be it�c�luded in the
material vendor's bill of qu�zntities and dollar amounts which shal} includc all applicablc sta#e satcs ta?s: for
materiflls rec�uired for this projcet. Thc t3wner will cieve(op purchas�: orders for the Site EIectri�a; Contractrrr's
material vendors for the electrica2 rr�aterials less the state sales tax.
2. Discrepa�icies between the cirawi��gs and t1�e scope of woxk n��ust be brau�ht tp the attentio�� uf t11e
�w�aerlArcl�itec#IEngi���e�r priol� to the �idding date. If discrepz��icies E�i-ougi�t up after th� biddiz�g d�te ehe �rnc>st
st��iu�e�lt d�screpa��cy �l�a1t be ��tili�ed l:ur c�nstructian ar3d ii�stallat�on of the project, no additional fi�nds will
ttie provicle�i by th� �wa3er.
�. SCE�EDULE
The City will utilize the followin� preliminary tin�etable with the goat c�f seleeti��n. This �chedlaEe ma�; Fr�
chat�ged solely at the City's discreti�n.
Wedr�esday, October .t0!,�2Q,t� — Bid Advertiseme��t
Mariday;:O�tober 15, 2012 — Prospective Bidder may Ob#ain Bid Package
Mo�day tJcttiber 2�, ZUl2 l:`3� 3s0U; t'�Yf.E��' — Mandatory Pre-bid Conference — FranR Conyers Par�k
Cont�. Rm. 714 N. Satu7-n Ave., Clearwa#er, �'L
�ric��y; No�r�etnl�er 02, 2{}12,12:40 (AToon) ES'I` — Last day fnr qt�estians 6y the prospecti��e bi�ldet�s anei
ans���ers. ��nswers to all c�rjesti�ns a-eceived will be posted o��� th� City's «ebsite c�n �l�is ��iate.
MAN1)A`I'(.}�tY I'1ZE-BID CU�'�FERENCE MEETING MINUTES
SID LICKTON PARK — YI20JECT NO. 12-0024-PiZ-C:
SITE ELECTRC�IAL/SPt}RT F1ELD LTGHTING SYSTEM
Thursday, 1,:30 PM ES'T, November 08, 20,12 —13id Due Date and Bid C)penings, 3r� FI40F'}
Purchasing Of�ce. �Ylunicipat Services Builciing, I00 South Myrtle Ave., Cleartivater, FL 33756
CONTR.4CT PF.Rinn: 18(� CnNSFCI1TtVF C'AT.FNI),�R DAYS
t`. Pre-Qualification
C:ontractor's qttalifications� sea(ed proposals ��,�ill only be accepted fi•otn thc�se Contractars tl�at are curnentl��
�ity pre-qualit]ed Coi�tractors, or has pr�vio�rsly contracted with Parks and RecreaEion Depa��t�nent and l�.�as a
n�inin�um of 5}rears ex�eriencc in [he eot�stt't�ction cate�;orY of Sit� Eleetriea'i & Sasel�all Sput°t Field Li�l'ritin�
Sy�stetn ���itlt a minim��n� prequaliticat�io« ait�oti�tt af $30(�,OOO.DO
�o�7t'ractoa•s wa��tin� tc� }�r�, qualify to t�id 2}1e projeci znus�t r�� so by fill out aitach�7�ent iE� tl�e bic� dc�cul�ter�es i�3
the technicai speci#ic�tions referencing of �ve {5) referei�ces v�rith project n�mes, value af projects, ca��tact
pe�-son, address, �hane nurnber, fax nu���ber, a.nd e-n�ail address SuL�mittetl alot�� with l�id proposal nn bid
openi»� date.
D. Bid Propos�l F€>r�ns - must bc camplctc. Ali c�uarztities and cas#s mn�# be �1led ir�. Plcasc rc- chcck ;y�ur
#ig��res.
E, Proposal Bon+� — No bid bond req��irecl.
� F. Qucs#ions &, Answers: �'hc Owner/Architect/Engiueer tivill accept questians in �vri#ivg until Fri:da,y,
l�tovember 2, 2Q12,12:00 (Noon} Eastern Time and no other c�nestions fvill be accepted or answered ;after
#his time. Qaestion may be sent tv lero�%.chiuf2��vcleai-waker.crr�n piease iiidicate pa-ojeet no a�7d pro,rject
� �zame w=ith the questioy�. Queste�ns �t��cl respo�r�ses evill be �rt�stetl un li��e rvww.�rty+�l�arw�ter.cunn un
I°�ove�y�ber 2, 2012 by 5.04 PM.
�G. i3ad� clue �ate�: Thursday, i:30 A�1 1F5T, November 08, 20�2 a�vard ciate io be cieterminec�.
�
I--i. Contractor ati�-arcied the project will be issued a purchase order and no#ified by phone c�lE. `I'he C}�vner elect to
direct prc�vide purchase bui(ding �r►aterials f�r contractor ta provide tax saving �i to t}�e pmjec#.
� I.. Pre-cc�nstruction Meeting to be determine, co��trac;tc�r a��arc�ed contact will be nc�titied.
J. �chedzile & Sequence of Work: will be determined by the {�wner.
K. Prospe;etive Bidtiers Qaestions Otivner Responses to Bidding Packa�es
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�1I}CI�1VI}UM 1tiO. 5
DATFI). �Ic�vernber �, 2U12
'�'(J TFIE �li�'tVING� Al'��D PROJECT 1�1�NtJ.�L F�JR:
CITY t?F CLEARi��J�T�i2 — Parl:s 8 Recreali:�r� [}epk.
5ID LICTQN 1"',�I2ii
SITE EL�CTRIC.�I.�ISF'4ItT FIEi,i? LI(,HTI�(: S�`S`1'E(47
PROJECT N(}. 12-OC12�-P�2�C
QAT�' I7: :5epteo�ber, ZOl Z
F'RE�'AREJ} I3Y; PARIt� :�Nll Ci��'IZ�ATl�)P� L1E�':ARTME'VT �LISKC) ARCH ITFC`T"[sRF;
10{} S. h7YRTLE <�t�'E. 80{i DREW� .5`i't2EET
CLEARWA'1"ER, FLUREll.A 33756 t`LEAR�V:�.TE[+2, F'L 33?fi_;
PHUIYE: 72?-5b2-4ti�(� �'H C►1VE: 727-�61-72(N?
FAY: 7"2?-562r�825 F'AX. 7'17-4f� 1-{HJ3t3
THIS F1C?i)�:k�I[3UA�t N[3_ 5 i� l:Stii1��) �.X�,1�13 "a'HT�, RII31P+its �,�TE &(1VCLiJi)E g31i) �3C3N1), Pfi'Y`MF.itJ'!" ACv:D
PEI2FOI2M�NG�; �Cl�tt� T(7 PIt4.TECT BID �ND 'T"E� �I.�RIFI`, TC► FR�SPECTI\�E EiID�ERS �OE7: SITE
ELCGTRCIAL/SI'C1RT I.,IGHT[NG Sl'STE�Z PFtO.l�C7' �vrJ, tiU-Ot�24-Pii-C' t3F THE �OivT�t,�i�'[' I1C3C'U:Y(iEN7'S Ft�R
THIS WORK, TNIS AUUNaNI)tJM t.:t)NS".1`l"1'tl'C�5 :� NART ()F THE C()N7'RACT �t)C'UR�fENTS, ,�CI.NC)WI,,F�GE
RECEIPT fJF THiS ADUENDUM O!� THE PROPO5AL FnFilYl.
PA,RT I FRO,TECT M.4NUA1�
Iten� N�. i: B�d .Une [}ate Ext�nfYed #a 10:3{1 AIYI Un Wedne�€lay, N€�vember ��, 20�2
itc�e Na. � Bid Bnnd, and 1'erfortnaa�ce Sc T'ayme��t [3i>nd
Furth�r rc,vi��yv by City af Cleartisa2e�� - i.e�a( I�epi, it w�as t�e�er��ai�ie� based on Sectior� 255.05 F(oricl� Staeu�s c�nlv� �_�r���ides
It��w�y' �or � 1aca1 �overnme��t er�tit}� to exein�tt ti�e bid bond, payment and perfori��ance bond requrrements, if tt�e ��ittrace is
far $200,0��3.ttt3 or less. Based on t'he lega� clarifcati�>�� should ths Bidcler's Proposa� is m�re t1iaE� �20(i,(}OO.flti fiar this
projecf CQntraetor nt�st }�ruvi��e a bid b�nd wl�ca� subr��it�iu� (�is bi� a��d pruvielr ;� paprtxent az�cl pr;rl`urrt�ance bv��c3 shauld
h�slher campany t�e aw��-de� tt�e project by thc City Cauncil and is liis bi�! is �ver $20�,000.00 accor,�inb to the �:untract
do�u.ments.
'I'�se Site :Electrical Cont�actor �4�ho cannot pevv,id� a l3id Bo��d and Paymentl'Performanse Bond n�ay contact ather I_tuiidin�
General Contractors �vh� attend�cl the Mandat�r�' Pre-Rid C�rnf'erenee and jc�int venture w•ith them. "I'he prc�pasal sul�mitte.d
shali be se�arate Bidd�r's I'rop�rsa3 Yr�ject No. 12-0�?�1-PR-G for the SI`fE �LECTRIC'AL.rSYC)it"I" FILLU LIC;E1-rINti
SYSTEM and nnt included ti��ith E�uilclinw Gi:nerxl Cc�r�trackor's pr�pasal %r work he is bidding c+n.
3_ �3uilding Cv�nt�act�rs wha �ttend�� #�e 1�1ac�dat�r}� Fre Bir3 Ccsnferenee� is a�tach�d. �I �age
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CITY (7F CI�EARWATER
PRE-Blt� MEETIf�C SfG�! iN SHEET
�A�tKS & RECREAiIC�N t3�P/�:RiN1ENi
��oa��r: (�z-oazn-��-�}si� ��c�c�rc�n� ����c--R�si-�oonn/���ss sox/�c��uc��s�o� �utL�i�v� � �
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• Lt�GAT!{�N: FRANK Ct�NY�RS PRRK CC}IUFEREiVGE RC30M, 714 [d. SATURtV AVE., CLEARV►IAT�R, FL 3375�
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�learwat�er Represerztative and fr�r Consultant Representa.ive`s Nam+e 1 Print Time c�f
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1. lEROY CHIN CITY t�� CLEARWATEf� �mail: Leroy.�hin�a myclearw�ter.�csm 1;3J �m j
PARKS & REC. C}EPT. '. Fax: 7�7-562-4825 �
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GENERAL NOTES:
1. BRNiCH PIVE 51ZES ARE 1' UNL65 NO7ED OTHERYAg.
SEE SMEEf FP101 FOR
CONNECPON TO NEW
7X� SIAAIESE FDC�
9TE t/TILRIES CONTRACTOR IS
RESPONSIBLE FOR CWPLEfING THE
UNOERGRWND PIPE INSTALIATION TO
AN ABOYE GftOUND CONNECPON f1ANGE
WITHIN TNE BU0.DING Ai 72' AFF.
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i. acwcH Are sz[s ue� r ur��ss rro�o on�cawis�.
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Citv of Clearwater, Florida
SID LICKTON
SITE CIVIL CONSTRUCTION
PROJECT NO.: 12-0024-PR-A
TABLE OF CONTENTS TECHNICAL SPECIFICATION DOCUMENTS
SECTION I ADVERTISEMENT OF BIDS & NOTICE TO CONTRACTORS
SECTION II INSTRUCTIONS TO BIDDERS �
SECTION III GENERAL CONDITIONS
SECTION IV TECHNICAL SPECIFICATIONS
PRE-QUALIFICATiON FORM
SVVFWMD PERMIT FOR PROJECT
SECTION V CONTR.ACT DOCUMENTS
TABLE OF CONTENTS DRAWING DOCUMENTS
SHEET NO. DESCRIPTION
1 COVER SHEET
2- 4 EXISTING CONDITIONS/DEMOLITION/CSWM & TREE BAR.RICADE PLAN
5 - 7 SITE PLAN
8- 10 PAVING GRADING & DRAINAGE PLAN
11 - 13 UTILITIES PLAN
14 - 16 SPECIFICATIONS & DETAILS
17 CONCRETE JO1NT PATTERNS
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SECTION J
ADVERTISEMENT OF BIDS � NOTICE TO CONTRACTORS
SID LICKTON PARK- SITE CIVIL CONSTRUCTION
PROJECT NO. 12-0024PR-A
CLEARWATER, FLORIDA
Copies of the Contract Documents and Plans for this Project are available for inspection and/or purchase by prospecti��e
bidders at the City of Clearwater's Plan Room - website address: www.mvClearwater.com/citvproiects. ON Mondav.
October 15. 2012, until no later than close of business three (3) days preceding the bid opening. Price of Contract Docume:nts
and Plans, as indicated on the website, reflects reproduction cost only.
Scope of Work for which proposals consists for the Site Civil Contractor to provide insurance, labor, equipment, and materials for site civil
conshuction of a for new parking lot, storm sewer retention system, and baseball fields includes but not limited to: shall install silt :fencing;
temporary 6-foot high chain link conshvction fencing; tree barricades; removal of existing trees; demoli6on of existing sidewalks, asphalt parking
lots and asphalt driveways removal of existing fencing or any other items not to be reused by the Owner; construct all underground utilities U� within
5 feet of restroom/press box/ concession building roof canopy line; construc[ the complete storm sewer systems including all storms sewer structures,
piping, retention ponds, rough and fine grading and installation of Bahia sodding retention ponds; install the under drain system in the ]findscape
planters, storm sewer piping for roofing gutter down spouts, and trench drain systems azound the baseball back stops; install domestic water and fire
sprinkler water to the proposed building; clear and grub the site of all grass cover and store on site for composting; composted soil shall be utilized in
mixing with cleari topsoil for landscape azeas including the baseball field grading conshvction; grade the site according to the construction drawings
in providing the retention ponds, final grades of the baseball fields, construct sub-grades of asphalt parking areas and driveways, gass parkiu�g areas,
concrete flatwork areas; Owner has stripped the clay and pulverized crushed shell warning track materials from the existing ball fields and has stored
at the City's Nursery Facility for the Site Civil Contractor to collect and reconstruct the baseball clay infields and warning track areas, final g�•ading in
preparation of sod instaliations of ball fields and other site areas. The Owner has elected to provide direct purchase orders for building mat:��rials to
the Site Civil Contractor's material vendors in having state sales tax saving for this project. The Owner will provide purchase orde��s to the
various material vendors for the Site Civil Contractor providing building materials and other miscellaneous materials to construct the :site civil
construction works for this project. The successful bidder shall, at the preconsh�uction meeting, provide his vendors providing the huilding
materials for the project. The successful bidder shall be included in the material vendor's the bill of quantities and dollar amount wh:ich shall
include all applicable state sales for materials required for this project. The Owner will develop purchase orders for the Site Civil Conitractor's
material vendors for the building materials less the state sales tax.
Mandatory Pre-Bid Conference for all prospective bidders will be held on 1:30 PM, Monday, October 29, 2012 at Frank
Conyers Park Conf. Rm. 714 N. Saturn Ave., Clearwater, FL 33755 Representatives of the Owner and Consulting A�rchitect
& Engiaeer will be present to discuss this Projec�
Sealed proposals will be received by the Purchasing Manager, at the Purchasing Office, located at the Municipal Services Bldg.,
100 S. Myrtle Ave., 3'� Floor, Clearwater, Florida 33756-5520, until 1:30 P.M. on Thursdav, November, 08. 2012, and publicly
opened and read at that hour and place for SID LICKTON PARK- SITE CIVII. CONSTRUCTION. 12-0024PR-A
A complete bidders package containing plans, specifications, bond forms, contract form, affidavits and proposal .I'orm is
available to the general public (Contractors, Sub-contractors, suppliers, vendors, etc.) for review and purchase. H�nwever,
sealed proposals will only be accepted from those Contractors that are currently City pre-qualified Contractors, or has prf;viously
contracted with Parks & Recreation Department and has a minimum of 5 years experience in similaz the construction cate:gory of
Roadwav & Parkin¢ Lot Construction with a minimum pre-qualification or similar size project in the amount of $300,000.0���.
Contractors wanting to pre-qualify to bid this project must do by fdling out attachment in bid nroaosal referencinQ of ;6ve (5)
references with project name, value of project, contact pezson, address, phone number, fax number and e-mail address sudbmitted
along with bid proposal on the bid opening date.
Bid bond is required; contractor must hold his bid for a minimum of ninety days from date of bid opening.
The right is reserved by the City Manager of the City of Clearwater, Florida to reject any or all bids.
The City of Clearwater, Florida
Michael Murray, Purchasing Manager
{727)562-4633
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SECTION il
INSTRUCTIONS TO BIDDERS
Table of Contents:
1 COPIES OF BIDDING DOCUMENTS ..........................................................................1
2 QUALIFICATION OF BIDDERS ..................................................................................1
3 EXAMINATION OF CONTRACT DUCUMENTS AND SITE .................................1
4 IN'TERPRETATIONS AND ADDENDA ....................................................................... 2
5 BID SECURITY OR BID BOND .................................................................................... 3
6 CONTRACT TIME .......................................................................................................... 3
7 LIQiJIDA'1'ED DAMAGES ............................................................................................. 3
8 SUBSTITUTE MATERIAL AND EQUIPMENT ......................................................... 3
9 SUBCONTRACTORS ......................................................................................................3
10 BID/PROPOSAL F�RM ................................................................................................. 4
11 SUBMISSION OF BIDS .................................................................................................. 4
12 MODIFICATION AND WITHDRAWAL OF BIDS .................................................... 5
13 REJECTION OF BIDS .................................................................................................... 5
14 DISQUALIFICATION OF BIDDER .............................................................................. 5
15 OPE1�1I1�iG OF BIDS ......................................................................................................... 5
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LICENSES, PERNIITS, ROYALTY FEES AND TAXES ........................................... 5
IDENTICAL TIE BIDS/VENDOR DRUG FREE WORKPLACE ............................. 6
AWARDOF CONTRACT ............................................................................................... 7
19 BID PROTEST .................................................................................................................. 7
20 TRENCH SAFETY ACT ................................................................................................. 9
21 CONSTRUCTION SITE EROSION AND SEDIMENT CONTROL
MANAGEMENTMEASURES ....................................................................................... 9
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Section A— Instr�ctions to Bidders
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1 COPIES OF BIDDING DOCUMENTS
� 1.1 Complete sets of the Bidding Documents aze available at the City of Clearwater's Plan
Room — website address: www.myclearwater.com/cityprojects. Price of Contract
Documents and Plans, as indicated on the City's Website, reflects reproduction costs only,
� which is non-refundable. A complete bidder's package containing plans, specifications,
bond forms, contract form, affidavits and bid/proposal form is available only to pre-qualified
bidders. Contractors, suppliers, or others who are not pre-qualified but who may be a
� possible subcontractor, supplier, or other interested person may purchase a"Subcontractor"
package consisting of plans, specifications, and list of pay items.
1.2 Complete sets of Bidding Documents must be used in preparing bids. Neither the City nor
� the Engineer sha11 be liable for errors or misinterpretations resulting from the use of'
incomplete sets of Bidding Documents, by Bidders, sub-bidders or others.
� 13 The City, in making copies of Bidding Documents available on the above terrns, does so
only for the purpose of obtaining Bids on the Work and does not confer a license or grant
any other permission to use the documents for any other purpose.
� 2 QUALIFICATION OF BIDDERS
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2.1 Each prospective Bidder must pre-qualify to demonstrate, to the complete satisfaction of the
City of Clearwater, that the Bidder has the necessary facilities, equipment, abiliiy, financial
resources and experience to perform the work in a satisfactory manner before obtaining
drawings, specifications and contract documents. An application package for pre-
qualification may be obtained by contacting the City of Clearwater, Engineering
Department, P.O. Box 4748, Clearwater, Florida 33758-4748 (mailing address); 100 South
Myrtle Avenue, Clearwater, Florida 33756-5520 (street address oxily) or by phone at (72�
562-4750. Pre-Qualification requirements information is also available on City of'
Clearwater Website at address:
www.myclearwater.com/gov/deptslpwa/en�in/Construction/prequal.asp.
Contractors wanting to pre-qualify to bid on a project as a General Contractor must do so
two weeks (ten work days) prior to the bid opening date. Bidders currently pre-qualified by
the City do not have to make reapplication.
3 EXAMINATION OF CONTRACT DOCUMENTS AND SITE
3.1 It is the responsibility of each Bidder, before submitting a Bid, to (a) examine the Contract
Documents thoroughly; (b) visit the site to become familiar with ]ocal conditions that may in
any manner affect cost, progress, performance or fumishing of the work; (c) consider and
abide by all applicable federal, state and local laws, ordinances, rules and regulations; and.
(d) study and carefully correlate Bidder's observations with the Contract Documents, and
notify Engineer of all conflicts, errors or discrepancies in the Contract Documents.
3.2 In reference to the Technical Specifications and/or the Scope of the Work for identification.
of thase reports of explorations and tests of subsurface conditions at the site which have
been utilized by the Engineer in the preparation of the Contract Documents, bidder may rely
upon the accuracy of the technical data contained in such reports but not upon non-technical.
data, interpretations or opinions contained therein or for the completeness thereof for the:
purposes of bidding or construction. In reference to those drawings relating to physical.
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Section II — Instructions to Bidders
conditions of existing surface and subsurface conditions (except Underground Facilities)
which are at or contiguous to the site and which have been utilized by the Engineer in
preparation of the Contract Documents, bidder may rely upon the accuracy of the technical
data contained in such drawings but not upon the completeness thereof for the purposes of
bidding or construction.
3.3 Information and data reflected in the Contract Documents with respect to Underground
Facilities at or contiguous to the site are based upon information and data furnished to the
City and Engineer by owners of such Underground Facilities or others, and the City does not
assume responsibility for the accuracy or completeness thereof unless expressly provided in
the Contract Documents.
3.4 Provisions concerning responsibilities for the adequacy of data furnished to prospective
Bidders on subsurface conditions, Underground Facilities, other physical conditions,
possible conditions, and possible changes in the Contract Documents due to differing
conditions appear in the General Conditions.
3.5 Before submitting a Bid, each Bidder shall, at Bidder's own expense, make or obtain any
additional examinations, investigations, explorations, � tests and studies and obtain any
additional information and data which pertain to the physical conditions (surface, subsurface
and Underground Facilities) at or contiguous to the site or otherwise which may affect cost,
progress, performance or fumishing the work in accordance with the time, price and other
terms and conditions of the Contract Documents.
3.6 On request in advance, City will provide each Bidder access to the site to conduct such
explorations and tests at Bidder's own expense as each Bidder deems necessary for
submission of a Bid. Bidder shall fill all holes and clean up and restore the site to its former
condition upon completion of such explorations and tests.
3.7 The lands upon which the Work is to be performed, rights-of-way and easements for access
thereto and other lands designated for use by the Contractor in perfornzing the Work are
identified in the Contract Documents. All additional lands and access thereto required for
temporary construction facilities or storage of materials and equipment are to be provided by
the Contractor. Easements for permanent structures or permanent changes in existing
structures are to be obtained and paid for by the City unless otherwise provided in the
Contract Documents.
3.8 The submission of a Bid will constitute an unequivocal representation by the Bidder tha.t the
Bidder has complied with every requirement of these Instructions to Bidders and that,
without exception, the Bid is premised upon performing and furnishing the Work required
by the Contract Documents by such means, methods, techniques, sequences or procedures
of conshuction as may be indicated in or required by the Contract Documents, and that the
Contract Documents aze sui�icient in scope and detail to indicate and convey understanding
of all terms and conditions of performance and fiunishing of the work.
4 INTERPRETATIONS AND ADDENDA
4.1 All questions as to the meaning or intent of the Contract Documents are to be directed to the
Engineer. Interpretations or clarifications considered necessary by the Engineer in response
to such questions will be issued by Addenda, by the City's planroom to a11 parties recorded
by the City's planroom as planholders having received the Bidding Docurnents. Questions
received after the time frame specified at the pre-bid meeting prior to the date for opening of
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Se,ction II — Instructions to Bidders
Bids may not be answered. Only information provided by formal written Addenda will be
binding. Ora1 and other interpretations of clarifications will be without legal effect.
Addenda may also be issued to modify the Bidding Documents as deemed advisable by the
City or Engineer.
BID SECURITY OR BID BOND
5.1 Each Bid must be accompanied by Bid Security made payable to the City of Clearwater in
an amount equal to ten percent (10%) of the Bidder's maximum Bid price and in the form of'
a certified or cashier's check or a Bid Bond (on form attached) issued by a surety meeting
the requirements of the General Conditions. A cash bid bond will not be accepted.
5.2 The Bid Security of the Successful Bidder will be retained until such Bidder has executed
the Agreement and fumished the required Payment and Performance bonds, whereupon the
Bid Security will be retumed. If the Successful Bidder fails to execute, deliver the
Agreement and furnish the required Bonds within ten (10) days after the award of contract
by the City Council, the City may annul the bid and the Bid Security of the Bidder will be
forfeited. The Bid Security of any Bidder whom the City believes to have a reasonable
chance of receiving the award may be retained by the City until the successful execution of'
the agreement with the successful Bidder or for a period up to ninety (90) days following bid
opening. Security of other Bidders will be returned approximately fourteen (14) days after
the Bid opening.
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The Bid Bond shail be issued in the favor of the City of Clearwater by a surety company
qualified to do business in, and having a registered agent in the State of Florida.
CONTRACT TIME
The number of consecutive calendar days within which the work is to be completed is set
forth in the Technical Specifications.
LIQUIDATED DAMAGES
Provisions for liquidated damages are set forth in the Contract Agreement.
SUBSTITUTE MATERIAL AND EQUIPMENT
8.1 The contract, if awarded, will be on the basis of material and equipment described in the
Drawings or specified in the Specifications without consideration of possible substitute or
"or equal" items. Whenever it is indicated in the Drawings or specified in the Specifications
that a substitute or "or equal" item may be furnished or used, application for its acceptance
will not be considered by the Engineer until after the effective date of the Contract
Agreement. The procedure for submittal of any such application is described in the General
Conditions and as supplemented in the Technical Specifications.
� 9 SUBCONTRACTORS
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9.1 If requested by the City or Engineer, the Successful Bidder, and any other Bidder so
requested, sha11, within seven ('� days after the date of the request, submit to the Engineer
an experience statement with pertinent information as to similar projects and other evidence
of qualification for each Subcontractor, supplier, person and organization to be used by the
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Section II— Instructions to Bidders
Contractor 'vn the completion of the Work. The amount of subcontract work sha11 not exceed
fifty percent (50%) of the Work except as may be specifically approved by the Engineer. If'
the Engineer, a,f�er due investigation, has reasonable objection to any proposed
Subcontractor, supplier, other person or organization, he may, before recommending award
of the Contract to the City Council, request the Successful Bidder to submit an acceptable
substitute without an increase in Contract Price or Contract Time. If the Successful Bidder
declines to make any such subskitution, the City may awazd the contract to the next lowest.
and most responsive Bidder that proposes to use acceptable Subcontractors, Suppliers, and.
other persons and organiza.tions. Declining to make requested substitutions will not.
constitute grounds for sacrificing the Bid security to the City of any Bidder. Any
Subcontractor, supplier, other person or organization listed by the Contractor and to whorn.
the Engineer does not make written objection prior to the recommendation of awazd to the
City Council will be deemed acceptable to the City subject to revocation of such acceptance:
a.fter the Effective Date of the Contract Agreement as provided in the General Conditions.
No Contractor sha11 be required to employ any Subcontractor, supplier, person or•
organization against whom he has reasonable objection. ,
BID/PROPOSAL FORM
10.1 The Bid/Proposal Form is included with the Contract Documents and shall be completed in�
ink or by typewriter. All blanks on the Bid/Proposal Forms must be completed. Unit Price<,�
shall be to no more than two decimal points in dollars and cents. The Bidder must state in�
the Bid/Proposal Form in words and numerals without delineation's, alterations or erasures„
the price for which he will perform the work as required by the Contract Documents„
Bidders are required to bid on all items in the Bid/Proposal form. The lump sum for each�
section or item sha11 be for furnishing all equipment, materials, and labor for completing the;
section or item as per the plans and contract specifications. Should it be found that quantitie��
or amounts shown on the plans or in the proposal, for any part of the work, are exceeded or
should they be found to be less after the actual construction of the work, the amount bid for
each section or item will be increased or decreased in direct proportion to the unit prices bidl
for the listed individual items.
10.2 Bids by corporations sha11 be executed in the corporate name by the president or a vice•�
president (or other corporate officer accompanied by evidence of authority to sign) and the;
corporate seal shall be affixed. The corporate address and state of incorporation shall be:
shown below the Signature. If requested, the person signing a Bid for a corporation o�r
partnership shall produce evidence satisfactory to the City of the person's authority to bincl.
the corporation or partnership.
10.3 Bids by par�erships shall be executed in the partnership name and signed by a general
partner, whose title shall appear under the signature and the official address of thf::
partnership shall be shown below the signature.
10.4 All names shall be typed or printed below the signature.
11 SUBMISSION OF BIDS
11.1 Sealed Bids shall be submitted at or before the time and at the place indicated in thf:. �
Advertisement for Bids and shall be submitted in a 8.5"xll" manila envelope with thf:.
project name and number on the bottom left hand corner. If forwazded by mail, the Bid shalll
be enclosed in another envelope with the notation "Bid Enclosed" on the face thereof andl �
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Section II — Instructions to Bidders
addressed to the City of Clearwater, attention Purchasing Manager. Bids will be received at
the office indicated in the Advertisement until the time and date specified. Telegraphic or
facsimile bids received by the Purchasing Manager will not be accepted.
12 MODIFICATION AND WITHDRAWAL OF BIDS
12.1 Bids may be modified or withdrawn by an appropriate document duly executed (in the
manner that a Bid must be executed) and delivered as described in the Advertisement of
Bids. A request for withdrawal or a modification sha11 be in writing and signed by a person
duly authorized to do so. Withdrawal of a Bid will not prejudice the rights of a Bidder to
submit a new Bid prior to the Bid Date and Time. After expiration of the period for
receiving Bids, no Bid may be withdrawn or modified.
12.2 After a bid is received by the City, the bidder may request to modify the bid for
typographical or scrivener's errors only. The bidder must state in writing to the City that a
typographical or scrivener's error has been made by the bidder, the nature of the error, the
requested correction of the error, and what the adjusted bid amount will be if the correction
� is accepted by the City. The City reserves the right at its sole discretion to accept, reject, or
modify any bid.
13 REJECTION OF BIDS
13.1 To the extent permitted by applicable State and Federal laws and regulations, the City
reserves the right to reject any and all Bids, and to waive any and all informalities. Crrounds
for the rejection of a bid include but are not limited to a material omission, unauthorized
alteration of form, unauthorized alternate bids, incomplete or unbalanced unit prices, or
irregularities of any kind. Also, the City reserves the right to reject any Bid if the City
believes that it would not be in the best interest of the public to make an award to that
Bidder, whether because the Bid is not responsive or the Bidder is unqualified or of doubtfial
financial ability or fails to meet any other pertinent standard or criteria established by the
City. The City reserves the right to decide which bid is deemed to be the lowest and best in
the interest of the public.
14 DISQUALIFICATION OF BIDDER
14.1 Any or a11 bids will be rejected if there is any reason for believing that collusion exists
among the bidders, the participants in such collusion will not be considered in future
proposals for the same work. Each bidder shall execute the Non-Collusion �davit
contained in the Contract Documents.
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OPENING OF BIDS
Bids will be opened and read publicly at the location and time stated in the Advertisement
for Bids. Bidders are invited to be present at the opening of bids.
LICENSES, PERMITS, ROYALTY FEES AND TAXES
� 16.1 The Contractor shall secure all licenses and permits (and shall pay all permit fees) except as
specifically stated otherwise in the Technical Specifications. The Contractor shall comply
with all Federal and State Laws, County and Municipal Ordinances and regulations; which
� in any manner efFect the prosecution of the work. City of Clearwater building permit fees
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Section II — Instructions to Bidders
and impact fees will be waived except as specifically stated otherwise in the Technical
Specifications.
16.2 The Contractor shall assume all liability for the payment of myalty fees due to the use of any
construction or operation process, which is protected by patent rights except as specifically
stated otherwise in the Technical Specifications. The amount of myalty fee, if any, sha11 be
stated by the Contractor.
16.3 The Contractor sha11 pay all applicable sales, consumer, use and other t�es required by law.
The Contractor is responsible for reviewing the pertinent State Statutes involving the sales
tax and sales t� exemptions and complying with all requirements.
16.4 The City of Clearwater is exempt from state sales ta�� on materials incorporated into the
WORK. The City of Cleaiwater reserves the right to implement the Owner Direct Purchase
(ODP) Option, if indicated in the Scope of Work Description in Section IV — Technical
Specifications and as defined in Section III — General Conditions.
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17 IDENTICAL TtE BIDSNENDOR DRUG FREE WORKPLACE .�
17.1 In accordance with the requirements of Section 287.087 Florida Statutes regarding a Vendor
Drug Free Workplace, in the event of identical tie bids, preference shall be given to bidders
with drug-free workplace programs. Whenever two or more bids which are equal with
respect to price, quality, and service aze received by the City for the procurement of
commodities or contractual services, a bid received from a business that certifies that it has
implemented a drug-free workplace program shall be given preference in the award process.
Established procedures for processing tie bids will be followed if none or all of the tied
bidders have a drug-free workplace program. In order to have a drug-free workplace
program, a contractor shall supply the City with a certificate containing the following six
statements and the accompanying certification statement:
(1) Publish a statement notifying employees that the unlawful manufacture, dislribution,
dispensing, possession, or use of a contro�led substance is prohibited in the workplace and
specifying the actions that will be taken � against employees for violations of such
prohibition.
(2) Inform employees as to the dangers of drug abuse in the workplace, the business's policy
of maintaining a drug-free workplace, any available drug counseling, rehabilitation, and
employee assistance programs, and the penalties that may be imposed upon employees for
drug abuse violations.
(3) Give each employee engaged in providing the commodities or contractual services that
are under bid a copy of the statement specified in subsection (1).
(4) In the statement specified in subsection (1), notify the employees that, as a condition of
working on the commodities or contractual services that are under bid, the employee will
abide by the terms of the statement and will notify the employer of any conviction of, or
plea of guilty or nolo contendere to, any violation of chapter 893, or of any controlled
substance law, of the United States, or of any state, for a violation occurring in the
workplace no later than five (5) days after such conviction.
(5) Tmpose a sanction on, or require the satisfactory participation in a drug abuse assistance
or rehabilitation program if such is available in the employee's community, by any employee
who is so convicted.
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Section II — Inshvctions to Bidders
(6) Make a good faith effort to continue to maintain a drug-free workplace through.
implementation of this section.
I certify that this fum does/does not (select only one} fully comply with the above.
requirements.
18 AWARD OF CONTRACT
18.1 Discrepancies between words and figures will be resolved in favor of words.
Discrepancies in the multiplication of units of work and unit prices will be resolved in
favor of the unit prices. Discrepancies between the indicated sum of any column of'
figures and the correct sum thereof will be resolved in favor of the correct sum.
18.2 In evaluating the Bids, the City will consider the qualifications of the Bidders, whether or
not the Bids comply with the prescribed requirements, unit prices, and other data as may
be requested in the Bid/Proposal form. The City may consider the qualifications and
experience of Subcontractors, suppliers and other persons and organizations proposed by
the Contractor for the Work. The City may conduct such investigations as the City deems
necessary to assist �in the evaluation of any Bid and to establish the responsibility,
qualifications and financial ability of Bidders, proposed Subcontractors, Suppliers and
other persons, and organizations to perform and furnish the Work in accordance with the
Contract Documents to the City's satisfaction within the prescribed time.
18.3 If the Contract is to be awarded, it will be awazded to the lowest responsible, responsive
Bidder whose evaluation by the City indicates to the City that the awazd will be in the
best interest of the City.
18.4 Awazd of contract will be made for that combination of base bid and alternate bid items
in the best interest of the City, however, unless otherwise specified all work awarded will
be awarded to only one Contractor.
19 BID PROTEST
19.1 RIGHT TO PROTEST: Any actual bidder who is aggrieved in connection with the
solicitation or awazd of a contract may seek resolution of his/her complaints initially with
the Purchasing Manager, and if not satisfied, with the City Manager, in accordance with
protest procedures set forth in this section.
19.2 PROTEST PROCEDURE:
A. A protest with respect to the specifications of an invitation for bid or request for
proposal sha11 be submitted in writing a minimum of five (5} work days prior to the
operung of the bid or due date of the request for proposals, unless the aggrieved
person could not have been reasonably expected to have knowledge of the facts
giving rise to such protest prior to the bid opening or the closing date for proposals.
Opening dates for bids or due dates for requests for proposal will be printed on the
bid/request document itself.
B. Protests in respect to award of contract sha11 be submitted in writing a maximum of
five (5) work days after notice of intent to awazd is posted, or is mailed to each
bidder, whichever is eazlier. Notice of intent to awazd will be forwarded to bidders
upon telephonic or written request. Protests of recommended awazd should cite
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Section II — Instructions to Bidders
specific portions of the City of Clearwater Code of Ordinances that have allegedly �
been violated.
C. Exceptions to the five (5} day requirements noted in both A and B above may be
granted if the aggrieved person could have not been reasonably expected to have
knowledge of the facts giving rise to such protest prior to the bid opening, posting of
intent to award, or due date for requests for proposals. Request for exceptions should
be made in writing, stating reasons for the exception.
D. The Purchasing Manager sha11 respond to the fomial written protest within five (S)
work days of receipt. The Purchasing Manager's response will be fully coordinated
with the appropriate Department Director and the Assistant City Manager.
E. If the protestor is not satisfied with the response from the Purchasing Manager, �
he/she may then submit in writing within five (5) work days of receipt of that
response his/her reason for dissatisfaction, along with copies of his/her original
formal protest letter and the response from the Purchasing Manager, to the City �
Manager.
F. The City Manager as Purchasing Agent for the City has the fmal authority in the
matter of protests. The City Manager will respond to the protestor within ten (10)
work days of receipt of the appeal.
19.3 PROTEST FEE: �
When filing a formal protest, the protesting vendor must include a fee in the amount of 5%
of the selected vendor's total bid to offset the City's additional expenses related to the
protest. This fee sha11 not exceed $2,500 nor be less than $50. If either the Purchasing �
Manager or the City Manager upholds the protest, the City will refund 100% of the fee paid.
I9.4 STAY OF PROCUREMENT DURING PROTEST: In the event of a timely protest, the
Purchasing Manager shall not proceed with the solicitation or award of contract until all �
administrative remedies have been exhausted or until the City Manager makes written
determination that the awazd of contract without delay is necessary to protect the best
interest of the City. �
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Section II — Instructions to Bidders
20 TRENCH SAFETY ACT
20.1 The Bidder shall comply with the provisions of the City of Clearwater's Ordinance
related to trench digging (Ordinance No. 7918-08) along with the Florida Trench Safety
Act (Sections 553.60-553.64, Florida Statutes) and the provisions of the Occupational
Safety and Health Administration's (OSHA) excavation safety standards, 29 C.F.R.s
1926.650 Subparagraph P, or current revisions of these laws.
21 CONSTRUCTION SITE EROSION AND SEDIMENT CONTROL
MANAGEMENT MEASURES
21.1 The Bidder shall comply with the provisions of the Environmental Protection Agency
(EPA) National Pollution Discharge Elimination System (NPDES) stormwater permit
and implement stormwater pollution prevention plans (SWPPP's) or stormwater
management programs (both using best management practices (BMPs) that effectively
reduce or prevent the discharge of pollutants into receiving waters.
A. The control of construction-related sediment loadings is critical to maintaining
water quality. The implementation of proper erosion and sediment control
practices during the construction stage can significantly reduce sediment
loadings to surface waters.
B. Prior to land disturbance, prepare and implement an approved erosion and.
sediment control plan or similar administrative document that contains erosion.
and sediment control provisions.
NPDES Management
Environmental Division
Management Practices.
References EPA website
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Measures available at Citv of Clearwater En 'nig_ ee_ring;
and EPA websites to help address construction-related Bes1:
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Table of Contents:
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� 2.1
2.2
2.3
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2.5
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SECTION 111
GENERAL CONDITIONS
DEFINITIONS..................................................................................................................1
PRELIMINARY MATTERS ........................................................................................... 5
DELIVERY OF BONDS AND CERTIFICATES OF INSURANCE ............................ 5
COPIESOF DOCUMENTS ............................................................................................ 5
CONIlvIENCEMENT OF CONTRACT TIMEINOTICE TO PROCEED; STARTING
THEPR03ECT ................................................................................................................ 5
BEFORE STARTING CONSTRUCTION ..................................................................... 5
PRECONSTRUCTION CONFERENCE ........................................................................ 6
PROGRESSMEETINGS ................................................................................................ 6
3 CONTRACT DOCUMENTS, INTENT ......................................................................... 7
3.1 INTENT ........................................................................................................................... 7
3.2 REPORTING AND RESOLVING DISCREPANCIES .................................................. 7
4
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AVAILABILITY OF LANDS; SUBSURFACE AND PHYSICAL CONDITIONS;
REFERENCEPOINTS .................................................................................................... 8
4.1 AVAILABILITY OF LANDS ......................................................................................... 8
4.2 INVESTIGATIONS AND REPORTS ............................................................................ 8
4.3 PHYSICAL CONDI'TIONS, IJNDERGROUND FACILITIES ..................................... 8
4.4 REFERENCE POINTS .................................................................................................... 9
BONDSAND INSURANCE ............................................................................................ 9
5.1 PERFORMANCE AND PAYMENT BONDICONTRACT BOND........
5.2 INSURANCE ............................................................................................
5.2.1 WORKER'S COMPENSATION INSURANCE ....................................
5.2.2 PUBLIC LIABILITYAND PROPERTYDAMAGE COVER�4GE.......
5.2.3 COMPREHENSIVE A UTOMOBILE LIABILITY ...............................
53 WAIVER OF RIGHTS .............................................................................
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6 CONTRACTORS RESPONSIBILITIES .....................................................................12
� 6.1 SUPERVISION AND SUPERIN'I'ENDENCE ................................................
6.2 LABOR, MATERIALS AND EQUIPMENT ..................................................
6.3 SUBSTITUTES AND "OR EQUAL" ITEMS .................................................
� 6.4 SUBCONTR.ACTORS, SUPPLIERS AND OTHERS .....................................
6.5 USE OF PREMISES .........................................................................................
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6. S.1 STAGING AREAS ..... ................. ....... .....................................................
6. S. 2 RESTORATION TIME LIMITS ..............................................................
6.6 LICENSE AND PATENT FEES, ROYALTIES AND TAXES .................
6.7 LAWS AND REGULATIONS ....................................................................
6.8 PERMITS .....................................................................................................
6.9 SAFETY AND PROTEC'I'ION ................•--................................................
6.10 EMERGENCIES ..........................................................................................
6.11 DRAWINGS ................................................................................................
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6.11.1 SHOP DR�4 WINGS, SAMPLES, RFls, and SUBMI7TAL REVIEW ........................ 18
6.11.2 AS BUILT DRAWINGS ............................................................................................ 19
6.11.3 CAD STANDARDS ................................................................................................... 21
6.11.4 DELIVERABLES :....................................................................................................23
6.12 CONTRACTOR'S GENERAL WARRANTY AND GUARANTEE ........................... 23
6.13 CONTINUING THE WORK ........................................................................................ 23
6.14 INDE1vINIFICATI ON .................................................................................................... 24
6.15 CHANGES IN COMPANY CONTACT INFORMATION ......................................... 24
OTHERWORK .............................................................................................................. 24
7.1 RELATED WORK AT SITE ........................................................................................ 24
7.2 COORDINATION .........................................................................................................25
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9.1
9.2
9.3
9.4
9.5
9.6
OWNERS RESPONSIBILITY ...................................................................................... 25
OWNER REPRESENTATIVE'S STATUS DURING CONSTRUCTION .............. 25
OWNERS REPRESENTATIVE ................................................................................... 25
CLARIFICATIONS AND INTERPRETATIONS ........................................................ 26
REJECTING OF DEFECTIVE WORK ........................................................................ 26
SHOP DRAWINGS, CHANGE ORDERS, AND PAYMENTS .................................. 26
DECISIONS ON DISPU'I'ES ........................................................................................ 26
LIMITATIONS ON OWNER REPRESENTATIVE'S RESPONSIBILITIES ............. 27
CHANGES IN THE WORK .......................................................................................... 28
CHANGES IN THE CONTRACT PRICE ................................................................... 28
11.1 CHANGES IN THE CONTRACT PRICE .................................................................... 28
11.2 ALLOWANCES AND FINAL CONTRACT PRICE ADJUSTMENT ....................... 30
11.3 UNIT PRICE WORK .................................................................................................... 30
13.1
13.2
13.3
13.4
13.5
13.6
13.7
14.1
14.2
14.3
14.4
14.5
14.6
14.7
14.8
CHANGES IN THE CONTRACT TIME .................................................................... 31
TESTS AND INSPECTIONS, CORRECTION, REMOVAL OR ACCEPTANCE
OF DEFECTIVE WORK ............................................................................................... 31
'I'ESTS AND INSPECTION .......................................................................................... 31
UNCOVERING THE WORK ....................................................................................... 32
OWNER'S REPRESENTATNE MAY STOP THE WORK ....................................... 32
CORRECTION OR REMOVAL OF DEFECTIVE WORK ........................................ 33
WARRANTY/CORRECTION PERIOD ...................................................................... 33
ACCEPTANCE OF DEFECTIVE WORK ................................................................... 33
OWNER MAY CORRECT DEFECTNE WORK ....................................................... 34
PAYMENTS TO CONTRACTOR AND COMPLETION ......................................... 34
APPLICATION F4R PROGRES S PAYMENT ........................................................... 34
CONTRACTOR'S WARR.ANTY OF TITLE ............................................................... 35
REVIEW OF APPLICATIONS FOR PROGRESS PAYMENTS ................................ 35
PARTIAL UT'ILIZA'l ION ............................. ........................................................... 36
FINALINSPEC'I'ION ................................................................................................... 37
FINAL A.PPLICATION FOR PAYMENT ................................................................... 37
FINAL PAYMENT AND ACCEPTANCE ................................................................... 37
WAIVEROF CLAIMS ................................................................................................. 38
SectionIII.doc ii 7/3 ] /2012
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15.1
15.2
15.3
16
17
18
19
20
21
22
17.1
17.2
17.3
17.4
17.5
17.6
17.7
22.1
22.2
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23.1
23.2
23.3
23.4
23.5
23.6
23.7
23.8
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SUSPENSION UF WORK AND TERMINATION .................................................... 38
OWNER MAY SUSPEND THE WORK ...................................................................... 38
OWNERMAY TERMINATE ...................................................................................... 38
CONTRACTOR MAY STOP WORK OR TERMINATE ........................................... 40
DISPUTERESOLUTION .............................................................................................. 40
MISCELLANEOUS....................................................................................................... 40
SUBMITTAL AND DOCUMENT FORMS ................................................................. 40
GIVINGNOTICE .......................................................................................................... 40
NO'I`ICE OF CLAIM ..................................................................................................... 41
PROFESSIONAL FEES AND COURT COSTS INCLUDED ..................................... 41
ASSIGNMENTOF CONTRACT .................................................................................41
RENEWALOPTION .................................................................................................... 41
ROLL-OFF CONTAINERS AND/OR DUMPSTERS ................................................. 41
ORDER AND LOCATION OF THE WORK .............................................................. 41
MATERIALUSED ............:............................................................................................ 41
CONFLICT BETWEEN PLANS AND SPECIFICATIONS ..................................... 42
OWNER DIRECT PURCHASE (ODP) OPTION ....................................................... 42
RESIDENT NOTIFICATION OF START OF CONSTRUCTION .......................... 42
GENERAL.. .. . ..... . ..... ... ... ......... . .. .. .. ...... . ... .... ...... .... .. . .. ... .... .. . ... . ....... .... . ..... . . .. . ... ....... .... 42
EXAMPLE..................................................................................................................... 42
PROJECT INFORMATION SIGNS ............................................................................ 43
SCOPEAND PURPOSE ............................................................................................... 43
TYPE OF PROJECT SIGN, FIXED OR PORTABLE ................................................. 43
FIXEDSIGN ................................................................................................................. 44
PORTABLESIGNS ...................................................................................................... 44
SIGNCOLORING ......................................................................................................... 44
SIGNPLACEMENT ..................................................................................................... 44
SIGNMAINTENANCE ................................................................................................ 44
TYPICALPROJECT SIGN .......................................................................................... 45
AWARD OF CONTRACT, WORK SCHEDULE AND GUARANTEE .................. 45
SCRUTI1vIZED COMPANIES AND BUSINESS OPERATIONS WITH CUBA
AND SYRIA CERTIFICATION FORM ..................................................................... 46
SectionIII.doc iii 7/31 /2011
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1 DEFINITIONS
Section III — General Conditions
� Addenda
Written or graphic instrvments issued prior to the opening of Bids which clarify, correct
or change the Bidding Requirements or the contract documents.
* Agent
Architect, engineer or other outside agency, consultant or person acting on behalf of the
City.
� Agreement
The written contract between Owner and Contractor covering the Work to be performed;
other Contract Documents are attached to the Agreement and made a part thereof as
� provided therein.
Application for Payment
� The form accepted by Engineer which is to be used by Contractor in requesting progress
or final payments and which is to be accompanied by such supporting documentation as
is required by the Contract Documents.
� Approve
The word approve is defined to mean satisfactory review of the material, equipment or
methods for general compliance with the design concepts and with the information given
� in the Contract Documents. It does not imply a responsibility on the part of the Engineer
to verify in every detail conformance with the Drawings and Specifications.
.� Bid
The offer or proposal of the bidder submitted on the prescribed form setting forth the
prices for the work to be performed.
� Bidding Documents
The advertisement or invitation to Bid, instxuctions to bidders, the Bid form, and the
proposed Contact Documents (including all Addenda issued prior to receipt of Bids).
� Bonds
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Performance and payment bonds and other instruments of security.
Change Order
A written order to Contractor signed by Owner and Contractor authorizing an addition,
deletion or revision in the Work, or an adjustment in the Contract Price or the Contract
Time issued on or after the effective date of the Agreement.
City
The City of Clearwater, Pinellas County, Florida.
Construction Inspector
A person who is the authorized representative of the Construction Manager and inspects
City construction projects in order to insure the Contractor's work complies with the
intent of the Contract Documents.
Construction Manager
The person who is typically in responsible charge of City construction projects. The
Construction Manager assumes responsibility for the management of construction.
contracts at the Preconstruction Conference. The Construction Manager chairs the:
Preconstruction Conference and is the authority on any disputes or decisions regazding;
SectionIII_doc Page 1 of 49 7/3l/2012:
Section III — General Condidons
contract administration and performance. The Construction Manager typically acts as the
Owner's Representative during construction.
Contract Documents �
The Agreement, Addenda (which pertain to the Contract Documents), Contractor's Bid
(including documentation accompanying the bid and any post-Bid documentation
submitted prior to the execution of the Agreement) when attached as an exhibit to the
Agreement, the Bonds, Instructions to Bidders, these General Conditions, any
Supplementary Conditions, the Specifications and the Drawings, any other exhibits
identified in the Agreement, together with all Modifications issued after the execution of
the Agreement.
Contract Price
The Contract price constitutes the total compensation (subject to authorized adjustments)
payable by Owner to Contractor for performing the Work.
Contract Time
The number of days or the date stated in the Agreement for the completion of the Work.
Contractor
The Person with whom the Owner has entered into the Agreement. For the purposes of
this contract, the person, firm or corporation with whom this contract or agreement has
been made by the City of Clearwater or its duly authorized representative.
Critical Path Method Corrstruction Schedule—CPM
A graphic format construction schedule that displays construction activities as they relate
to one another for the purpose of identifying the most efficient way to perform the work
in a timely manner. The critical path identifies which activity is critical to the execution
of the schedule.
Day
A calendar day of twenty-four (24) hours measured from midnight to the next midnight.
Defective
An adjective which when modifying the word Work refers to Work that is unsatisfactory,
faulty or deficient, or does not conform to the Contract Documents or does not meet the
requirements of any inspection, reference standard, test or approval referred to in the
Contract Documents, or has been damaged prior to Engineers recommendation of final
payment.
Drawings
The drawings, which will be identified in Technical Specifications or the Agreement,
which show the character and scope of the Work to be performed and which have been
prepared or approved by Engineer and are referred to in the contract documents. Shop
drawings are not Drawings as so defined.
Engineer
The duly appointed representative of the City Manager of the City of Clearwater. For the
purposes of this contract, the City Engineer of the City of Clearwater, Pinellas County,
Florida, or his authorized representative. For certain projects, the Engineer may serve as
the Owner's Representative during construction.
Engineer's Consultant
A Person having a contract with Engineer to furnish services as Engineer's independent
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Section III — Genera} Conditions
professional associate or consultant with respect to the Project and who is identified as
such in the Supplementary Conditions.
� F.D.O.T Specifications
The Standard Specifications for Road and Bridge Construction as issued by the Florida
Department of Transportation (latest English edition).
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Furnish
The words "fiunish", "furnish and install", "install", and "provide" or words of similar
meaning shall be interpreted, unless otherwise specifically stated, to mean "furnish and
install complete in place and ready for service".
Inspection
The term "inspection" and the act of inspecting means examination of construction to
ensure that it conforms to the design concept expressed in the Drawings and
Specifications. These terms shall not be construed to mean supervision, superintending or
overseeing.
Laws and Regulations .
Any and all applicable laws, rules, regulations, ordinances, codes and orders of any kind
of govemmental bodies, agencies, authorities and courts having jurisdiction.
Liens
Liens, charges, security interests or encumbrances upon real property or personal
property.
Milestone
� A principal event specified in the contract Documents relating to an intermediate
completion date or time prior to the final completion date.
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Notice to Proceed (NTP)
A written notice given by the Owner to the Contractor fixing the date on which the:
Contract Time will commence to ntn and on which Contractor shall start to perform his;
obligations under the Contract Documents.
Owner
The City of Clearwater, Florida. For the purposes of this contract, the person who is the;
City's authorized representative from the City's Department with whom will be-
responsible for the maintenance and operation of the Work once the Work is completed,.
For certain projects, a designee of the Owner may serve as the Owner's Representative;
during constnzction.
Owner's Representative
Designee of the Owner with authority to act on behalf of the Owner during construction.
Person
A natural person, or a corporation, partnership, firm, organization, or other artificial
entiTy.
Project
The total construction of which the Work to be provided under the Contract Document:>
may be the whole or a part as indicated elsewhere in the Contract Documents.
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Section III — General Conditions
Partial Utilization
Use by Owner of a substantially completed part of the Work for the purpose for which is
intended (or a related purpose) prior to Final Completion of all the Work.
Representative of Contractor
The Contractor shall assign a responsible person or persons, one of whom shall be at the
construction site at all times that work is progressing. The names and positions of these
persons shall be submitted to the City Engineer at the time of the pre-construction
conference. This person or persons shall not be changed without written approval of City
Engineer.
Request for Information (RFI)
An official written request for clarification of the intent of the contract documents from
the Contractor to the Engineer.
Shop Drawing
All drawings, diagrams, illustrations, schedules and other data which are specifically
prepared by or for Contractor to illustrate some portion of the Work and all illustrations,
brochures, standard schedules, performance charts, instructions, diagrams and other
information prepazed by a supplier and submitted by Contractor to illustrate material or
equipment for some portion of the Work.
Specifications
Those portions of the Contract Documents consisting of written technical descriptions of
materials, equipment, construction systems, standards and workmanship as applied to the
Work and certain administrative details applicable thereto.
Subcontractor
A person having a direct contract with Contractor or with any other Subcontractor for the
performance of a part of the Work at the site.
Substantial Completion
The Work (or a specified part thereo fl which has progressed to the point where, in the
opinion of Engineer, as evidenced by Engineer's definitive certificate of Substantial
Completion, it is sufficiently complete, in accordance with the Contract documents, so
that the Work (or specified part) can be utilized for the purposes for which it is intended;
or if no such certificate is issued, when the Work is complete and ready for final payment
as evidenced by the Engineer's recommendation of final payment. The terms
"substantially complete" and "substantially completed" as applied to all or part of the
Work refer to Substantial Completion thereof.
Supplementary Conditions
The part of the Contract which amends or supplements these General Conditions.
Supplier
A manufacturer, fabricator, supplier, distributor, material man or vendor having a direct
contract with Contractor or with any Subcontractor to furnish materials or equipment to
be incorporated in the Work by the Contractor.
Surety
Any person, firm or corporation which is bound with Contractor and which engages to be
responsible for Contractor and his acceptable performance of the Work by a Bid,
Performance or Payment Bond.
SectionIII.doc Page 4 of 49 7/31/ZOI2
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Section III — General Conditions
Underground Facilities
All pipelines, conduits, ducts, cables, wires manholes, vaults, tanks, tunnels or other such
facilities or attachments, and any encasements containing such facilities which have been
installed underground to furnish any of the following services or materials: electricity,
gases, steazn, liquid petroleum products, telephone or other communications, cable
television, sewage and drainage removal or treatment, traffic or other control systems or
water.
Unit Price Work
Work to be paid for on the basis of unit prices.
Work
The entire completed conshuction or the various separately identifiable parts thereof'
required to be furnished under the Contract Documents. Work includes and is the result
of performing or furnishing labor and incorporating materials and equipment into the
construction, and performing or fizrnishing services and furnishing documents, all as
required by the Contract Documents.
Work Change Directive '
� A written directive to Contractor, issued on or after the Effective Date of the Agreement
and signed by the Engineer, ordering an addition, deletion, or revision in the Work, or
responding to differing or unforeseen physical conditions under which the Work is to be
� performed or emergencies. Work Change Directive will not change the Contract Price or
Contract Time, but is evidence that the parties expect that the change directed or
documented by a Work Change Directive will be incorporated in a subsequently issued
� Change Order following negotiations by the parties as to its effect, if any, on the Contract
Price or Contract Times.
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2 PRELIMINARY MATTERS
2.1 DELIVERY OF BONDS AND CERTIFICATES OF INSURANCE
When Contractor delivers the executed Agreements to the Owner, Contractor shall also deliver to
the Owner such Bonds and Certificates of Insurance as Contractor may be required to furnish by
this contract.
2.2 COPIES OF DOCUMENTS
Engineer shall furnish to Contractor one (1) copy of Contract Documents for execution.
Additional copies will be furnished, upon request, at the cost of reproduction.
2.3 COMMENCEMENT OF CONTRACT TIME/NOTICE TO PROCEED;
STARTING THE PROJECT
The Contract Time will commence on the day indicated in the Notice to Proceed. Contractor
'� sha11 start to perform the work on the date the Contract Time commences to run. No work shall.
be done at the site prior to the date that the Contract Time commences to run.
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2.4 BEF�RE STARTING CONSTRUCTION
Before undertaking each part of the Work, Contractor shall carefully study and compare the;
Contract Documents and check and verify pertinent figures shown thereon and a11 applicable:
SectionIII.doc Page 5 of 49 7/31/2012:
Section IIl — General Conditions
field measurements. Contractor shall promptly report in writing to Engineer any conflict, error or
discrepancy which Contractor may discover; and shall obtain a written interpretation or
clarification from Engineer before proceeding with any work effected thereby; however,
Contractor shall not be liable to the Owner for failure to report any conflict, error or discrepancy
in the Drawings or Specifications, unless Contractor had actual knowledge thereof or should
reasonably have known thereof.
No verbal agreement or conversation with any officer, Agent or employee of the Ov►mer or
Engineer's Consultant, either before or after the execution of this Contract, shall affect or modify
any of the terms or obligations herein contained. Contractor shall not commence any work at any
time without approved insurance required by these General Conditions. Failure to obtain this
insurance will be the sole responsibility of the Contractor.
2.5 PRECONSTRUCTION CONFERENCE
Within twenty (20) days of Award of Contract and before the start of the Work, the Owner's
Representative shall schedule a preconstruction conference to be attended by Contractor,
�Engineer, Owner and others as appropriate to establish a working understanding among the
parties as to the Work and to discuss the schedule of the Work and general Contract procedures.
Typically, oversight of the project officially passes from the Engineering Department to the
Construction Department at the preconstruction conference. In these cases, the preconstruction
conference is run by the Construction Department and chaired by the City's Construction
Manager.
The Contractor shall deliver to the Owner's Representative at the Preconstruction Conference a
color Critical Path Method (CPM) Construction Schedule. This is to be a sequence of events
including submittal review and procurement. Notice to Proceed is usually esta.blished at this
conference and such date can be inserted into the schedule at that time. The Contractor sha11 also
bring a Submittal Schedule for review by the Engineer. This is to make sure that the list is
complete and this schedule shall be the basis of a Submitta.l Log.
The Contractor shall deliver to the Owner's Representative at the preconstruction conference a
completed Emergency Call List and a completed Authorized Signaiure List.
The Owner's Representa.tive shall deliver to the Contractor at the preconstruction conference a
project disk that has all of the necessary data and survey control points for the purpose of
construction stakeout and as-built survey.
The Owner's Representative shall deliver to the Contractor at the preconstruction conference a
Contractor evaluation package. This is for the purpose of rating the Contractor's performance for
reference when considering future contracts and bid prequalification.
2.6 PROGRESS MEETINGS
The Contractor is required to attend Progress Meetings. These meetings will be scheduled on a
weekly, bi-weekly, or monthly basis depending on the needs of the project. The Contractor shall
bring to each meeting an updated submittal log, an updated request for information (RFI) log, a
look-ahead schedule to cover the project activity from the current meeting to the next meeting,
and all material test reports generated in the same time period.
SectionIII.doc Page 6 of49 7/31/2012
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Section III — General Conditions
3 CONTRACT DOCUMENTS, INTENT
3.1 INTENT
The Contract Documents comprise the entire Agreement between Owner and the Contractor
concerning the Work. They may be altered only by written agreement. The Contract Documents
are complementary; what is called for by one is as binding as if called for by all. It is the intent of'
the Contract Documents to describe a functionally complete project (or part thereofl to be
constructed in accordance with the Contract Documents. Any Work, materials or equipment
which may reasonably be infened from the Contract Documents or from prevailing custom or
from trade usage as being required to produce the intended result will be furnished and
performed whether or not specifically called for. When words or phrases, which have a well-
known technical or construction industry or trade meaning, are used to describe Work, materials
or equipment, such words or phrases shall be interpreted in accordance with that meaning.
Clarifcations and interpretations of the Contract Documents shall be issued by the Owner's
Representative. Reference to standards, specifications, manuals or codes of any technical society,
organization or association, or to the code, Laws or Regulation of any govemmental authority,
whether such reference be specific or by implication, shall mean the latest standard specification,
manual or code, or Laws or Regulations in effect at the time of opening of Bids except as may be
otherwise specifically stated in the Contract Documents. However, no provision of any
referenced standard specification, manual or code, whether or not specially incorporated by
reference in the responsibilities of Owner or Contractor as set forth in the Contract Documents;,
shall change the duties and responsibilities of Owner, Contractor, Engineer or Owner's;
Representative, or any of their Agents or employees from those set forth in the Contracl:
Documents. Clariiications and interpretations of the Contract shall be issued by the Owner's;
Representative. Each and every provision of law and clause required by law to be inserted in�
these Contract documents shall be deemed to be inserted herein, and they shall be read and�
enforced as through it were included herein, and if through mistake or otherwise, any such�
provision is not inserted, or if not correctly inserted, then upon the application of either party, the;
Contract Documents shall forthwith be physically annended to make such insertion.
3.2 REPORTING AND RESOLVING DISCREPANCIES
If, during the performance of the Work, Contractor discovers any conflict, error, ambiguity or
discrepancy within the Contract Documents or between the Contract Documents and any
provision of any such Law or Regulation applicable to the performance of the Work or of any
such standard, specification, manual or code or of any instruction of any Supplier, Contractor
shall report it to the Owner's Representative in writing at once, and Contractor shall not proceecl
with the Work affected thereby (except in an emergency) until an amendment or supplement tc,
Contract Documents has been issued by one of the methods provided in these Genera:l
Specifications, provided however, that Contractor shall not be liable to Owner, or Owner's
Representative for failure to report any such conflict, error, ambiguity or discrepancy unles:�.
Contractor knew or reasonably should have known thereof.
SectionIII.doc Page 7 of 49 7/31/201:'1.
4
Section III — General Conditions
AVAILABILITY OF LANDS; SUBSURFACE AND PHYSICAL
CONDITIONS; REFERENCE POINTS
4.1 AVAILABILITY OF LANDS
The Owner shall furnish, as indicated in the Contract Documents, the lands upon which the
Work is to be Performed, rights-of-way, easements for access thereto, and such other lands
which are designated for the use of contractor. The Owner shall identify any encumbrances or
restrictions not of general application but specifically related to use of lands so furnished with
which contractor will have to comply in perforniing the Work. Easements for permanent
structures or permanent changes in existing facilities will be obtained and paid for by the Owner,
unless otherwise provided in the Contract Documents.
4.2 INVESTIGATIONS AND REPORTS
Reference is made to the Supplementary Conditions and Technical Specifications for
identification of those reports of investigations and tests of subsurface and latent physical
conditions at the site or otherwise affecting cost, progress or performance of the Work which
have been relied upon by Engineer in preparation of the Drawings and Specifications. Such
reports are not guaranteed as to accuracy or completeness and are not part of the Contract
Documents. Contractor shall promptly notify the Owner's Representative in writing of any
subsurface or latent physical conditions at the site, or in an existing structure, differing materially
from those indicated or referred to in the Contract Documents. Engineer will promptly review
those conditions and advise if fiuther investigation or tests are necessary. Owner or Engineer
sha11 obtain the necessary additional investigations and tests and furnish copies to the Engineer
and Contractor. If Engineer finds that the results of such investigations or tests indicate that there
are subsurface or latent physical conditions, which differ materially from those, indicated in the
contract Documents, and which could not reasonably have been anticipated by Contractor, a
work change or Change Order will be issued incorporating the necessary revisions.
4.3 PHYSICAL CONDITIONS, UNDERGROUND FACILITIES
The information and data shown or indicated in the Contract Documents with respect to existing
Underground Facilities at or contiguous to the site is based on information and data fnrnished to
Owner or Engineer by the owners of such Underground Facilities or by others. Unless otherwise
expressly provided in the Contract Documents, Owner and Engineer shall not be responsible for
the accuracy or completeness of any such information or data; and the cost of all the following
will be included in the Contract Price and contractor shall have full responsibility for: (i)
reviewing and checking all such information and data, (ii) locating all Underground Facilities
shown or indicated in the Contract Documents, (iii) coordination of the Work with the owners of
such Underground Faciiities during construction, and (iv) the safety and protection of all such
Underground Facilities and repairing any damage thereto resulting from the Work. The
Contractor is required to call the LOCAL PUBLIC UTILITY NOTIFICATION CENTER
prior to any excavation per State regulations and to notify any utility owners who are not a
member of the LOCAL PUBLIC UTILITY NOTIFICATION CENTER prior to any
excavation. The LOCAL PUBLIC UTILITY NOTIFICATION CENTER is an agency for the
protection and location of utilities prior to any excavation and contact number is available in
local telephone directory.
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Section III — General Conditions
4.4 REFERENCE POINTS
Engineer shall provide engineering surveys to establish reference points for construction, which
in Engineer's judgment are necessary to enable Contractor to proceed with the Work. Contractor
shall be responsible for laying out the Work, shall protect and preserve the established reference
points and shall malce no changes or relocations without the prior written approval of the Owner
and Engineer. Contractor shall report to Engineer whenever any reference point is lost or
destroyed or requires relocation because of necessary changes in grades or locations, and shall be
responsible for the accurate replacement or relocation of such reference points by a surveyor
licensed in the State of Florida. The Contractor is referred to the Technical Specifications for
more specific information regarding the provision of construction surveys. If a City survey crew
is assigned to the project and there is excessive stake replacement caused by negligence of
Contractor's forces after initial line and grade have been set, as determined by the Engineer, the
Contractor will be charged at the rate of $100.00 per hour. Time shall be computed for actual
time on the project. All time shall be computed in one-hour increments with a minimum charge
of one hour.
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5.1
BONDS AND INSURANCE
PERFORMANCE AND PAYMENT BOND/CONTRACT BOND
Contractor shall furnish a Performance and Payment Bond in an amount at least equal to the
� Contract Price as security for the faithful performance and payment of all Contractor's
obligations under the Contract Documents. This bond shall remain in effect at least one year after
the date when final payment becomes due, unless a longer period of time is prescribed by laws
iand regulations or by the Contract Documents. Contractor shall also furnish such other Bonds as
are required by the Supplementary Conditions. All Bonds shall be in the form prescribed by the
Contract Documents and shall be executed by such sureties as are named in the current list of'
� "Companies Holding Certificates of Authority as Acceptable Sureties on Federal Bonds and as
Acceptable Reinsuring Companies" as published in Circular S70 (amended) by the Audit Staff,
Bureau of Government Financial Operations, U.S. Treasury Department. All bonds signed by an.
� agent must be accompanied by a certified copy of such agents' authority to act. A.11 bonds shall
be deemed to contain all of the Conditions of Section 255.05, Florida Statutes, even if such.
language is not directly contained within the bond and the Surety shall be licensed and qualified.
� to do business in the State of Florida. Owner reserves the right to reject any surety. If the Surety
on any Bond furnished by the Contractor is declared bankrupt or becomes insolvent or its right to
do business is terminated in any state where any part of the Project is located or it ceases to meet:
� the requirements of these Contract Documents, the Contractor shall within five days after notice;
thereof substitute another Bond and surety, both of which must be acceptable to Owner.
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5.2 INSURANCE
Contractor sha11 purchase and maintain such liability and other insurance as is appropriate for the;
Work being performed and fumished and as will provide protection from claims set forth below
which may azise out of or result from Contractor's performance and furnishing of the Work ancl
Contractor's other obligations under the Contract Documents, whether it is to be performed or
furnished by Contractor, and Subcontractor or Supplier, or by anyone directly or indirectly
employed by any of them to perform or furnish any of the Work, or by anyone for whose act�c
any of them may be liable for the following: (i) Claims under worker's compensation, disabilit��
benefits and other similar employee benefit acts; (ii) Claims for damages because of bodily
SectionIII.doc Page 9 of 49 7/31/2011
Section III—General Conditions
injury, occupational sickness or disease, or death of Contractor's employees; (iii) Claims for
damages because of bodily injury, sickness or disease, or death of any person other than
Contractor's employees; (iv) Claims for damages insured by customary personal injury liability
coverage which are sustained by any person as a result of an offense directly or indirectly related
to the employment of such person by Contractor, or by any other person for any other reason; (v)
Claims for damages, other than to the Work itself, because of injury to or destruction of tangible
property wherever located, including loss of use resulting therefrom; and (vi} Claims for
damages because of bodily injury or death of any person or property damage arising out of the
ownership, maintenance or use of any motor vehicle. The Contractor shall deliver to the Owner, .
with copies to each additional insured identified in the Supplementary Conditions, certificates of
insurance (and other evidence of insurance requested by the Owner or any other additional
insured) which Contractor is required to purchase and maintain in accordance with this
paragraph. The policies of insurance so required by this paragraph to be purchased and
maintained shall: (i) include as additional insured (subject to any customary exclusion in respect
of professional liability) Owner of Clearwater and any other persons or entities identified in the
Supplementary Conditions, all of whom shall be listed as additional insured, and include
coverage for the respective officers and• employees of all such additional insures; (ii) include
completed operations insurance; (iii) include contractual liability insurance covering Contractor's
indemnity obligations in Article for Contractor's Responsibilities; (iv) contain a provision or
endorsement that the coverage afforded will not be canceled, materially changed or renewal
refused until at least thirty days prior written notice has been given to the Owner, and Contractor
and to each other additional insured identified in the Supplemental Conditions to whom a
certificate of insurance has been issued (and the certificates of insurance furnished by the
Contractor as described in this paragraph); (v} remain in effect at least until final payment and at
all times thereafter when Contractor may be correcting, removing or replacing defective Work in
accordance with Article for Correction of Defective Work; (vi) with respect to completed
operations insurance, and any insurance coverage written on a claims-made basis, shall remain in
effect for at least two years after fmal payment. Contractor shall fiunish the Owner and each
other additional insured identified in the Supplementary Conditions to whom a certificate of
insurance has been issued evidence satisfactory to the Owner and any such additional insured, of
continuation of such insurance at final payment and one year thereafter and (vii) Name and
telephone number of the authorized insurance agent for the Insurer.
The limits of liability for the insurance required shall provide coverage for not less than the
following amounts or greater where required by laws and regulations:
5.2.1 WORKER'S COMPENSATION INSURANCE
Contract Award Amount Contract Award Amount
Under $1,000,000. $1,000,000. and Over
(1) Workers' Compensation Statutory Statutory
(2) Employer's Liability $500,000. $1,000,000.
5.2.2 PUBLIC LIABILITY AND PROPERTY DAMAGE COVERAGE
Comprehensive General Liability including Premise/Operations; Explosion, Collapse and
Underground Property Damage; Products/Completed Operations, Broad Form Contractual,
Independent Contractors; Broad Form Property Damage; and Personal Injury liabilities:
SectionIII.doc Page 10 of 49 7/31/2012
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Section III — General Conditions
Contract Award Amount Contract Award Amount
Under $1,000,000. $1,000,000. and Over
(1) Bodily Injury: $500,000. Each $1,000,000. Each
Occurrence Occurrence
$1,000,000. Annual $1,000,000. Annual
Aggregate Aggregate
(2) Property Damage: $500,000. Each $1,000,000. Each
Occurrence Occurrence
$1,000,000. Annual $1,000,000. Annual
Aggregate Aggregate
(3) Personal Injury, with $1,000,000. Annual $1,000,000. Annual
employment exclusion deleted Aggregate Aggregate
5.2.3 COMPREHENSIVE AUTOMOBILE LIABILITY
including all owned (private and others), hired and non-owned vehicles:
Contract Awazd Amount Contract Award Amount
Under $1,000,000. $1,000,000. and Over
(1) Bodily Injury $500,000. Each Person $1,000,000. Each Person
$500,000. Each Accident $1,000,000. Each Accident
(2) Property Damage $500,000. Each $1,000,000. Each
Occurrence Occurrence
� Receipt and acceptance by Owner of the Contractor's Certificate of Insurance, or other similar
document does not constitute acceptance or approval of amounts or types of coverages, which
may be less than required by these Contract Documents. The Owner shall not be responsible for
� purchasing and maintaining any property insurance to protect the interests of Contractor,
Subcontractors or others in the Work. Owner may at its option require a copy of the Contractor's
Insurance Policy(s). All insurance policies required within this Contract Document shall provide:
� full coverage from the first dollar of exposure unless otherwise stipulated. No deductibles will be:
accepted without prior approval from Owner.
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Longshore and Harbor Worker's Comuensation Act: Section 32 of the Act, 33 U.S.C. 932,
requires an employer, with employees in maritime employment, to secure the payment oi'
benefits under the Act either by insuring with an insurance carrier authorized by the U.S„
Department of Labor, or to be authorized by the U.S. Department of Labor as a self-insurer.
For General Contractors: Section 4(a) of the Act provides that every employer shall be liablF,
for and sha11 secure the payment to his employees of the compensation payable under Sections 7;,
8, and 9 of the Act. In the case of an employer who is a subcontractor, only if such subcontractor
fails to secure the payment of compensation shall the contractor be liable for and be required tc►
secure the payment of compensation.
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Section III — General Conditions
5.3 WAIVER OF RIGHTS
The Owner and Contractor intend that all policies purchased in accordance with Article on
Insurance will protect the Owner, Contractor, Subcontractors, Engineer, Engineer's Consultants
and a11 other persons or entities identified in the Supplementary Conditions to be listed as insured
or additional insured in such policies and will provide primary coverage for all losses and
damages caused by the perils covered thereby. All such policies shall contain provisions to the
effect that in the event of payment of any loss or damage the insurers will have no rights of
recovery against any of the insured or additional insured thereunder, the Owner and Contractor
waive a11 rights against each other and their respective officers, directors, employees and agents
for all losses and damages caused by, arising out of or resulting from any of the perils covered by
such policies and any other property insurance applicable to the work; and, in addition, waive all
such rights against Sub-contractors, Engineer, Engineer's Consultants and a11 other persons or
entities identified in the Supplementary Conditions to be listed as insured or additional insured
under such policies for losses and damages so caused. None of the above waivers shall extend to
the rights that any party making such waiver may have to the proceeds of insurance otherwise
payable under any policy so issued. In addition, the Owner waives all rights against Contractor,
Subcontractors, Engineer, Engineer's Consultant and the officers, directors, employees and
agents of any of them for: (i) loss due to business interruption, loss of use or other consequential
loss extending beyond direct physicalloss or damage to the Owner property or the Work caused
by, arising out of or resulting from fire or other peril, whether or not insured by the Owner and;
(ii) loss or damage to the completed Project or part thereof caused by, arising out of or resulting
from fire or other insured peril covered by any property insurance maintained on the completed
Project or part thereof by the Owner during partial utilization, after substantial completion or
after final payment.
6 CONTRACTORS RESPONSIBlLITIES
6.1 SUPERVISION AND SUPERINTENDENCE
Contractor shall supervise, inspect and direct 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 solely responsible for the
means, methods, techniques, sequences and procedures of construction. Contractor shall not be
responsible for the negligence of others in the design or specification of a specific means,
method, technique, sequence or procedure of construction which is shown or indicated in and
expressly required by the Contract Documents.
Contractor shall be responsible to see that the completed 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 not be replaced without notice to the Owner's
Representative except under extraordinary circumstances. The superintendent will be
Contractor's representative at the site and shall have authority to act on behalf of Contractor. All
communications to the superintendent shall be as binding as if given to Contractor. The
Contractor's superintendent shall keep a mobile cell phone on his person so he can be contacted
whenever necessary.
Contractor shall employ only competent persons to do the work an
Representative shall notify Contractor, in writing, that any person o
incompetent, unfaithful, disorderly, or otherwise unsatisfactory, such
SectionIIl.doc
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person shall be removed
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Section III — General Conditions
from the project and shall not again be employed on it except with the written consent of the
Owner's Representative.
Contractor shall reimburse Owner for additional engineering and inspection costs incurred as a
result of overtime work in excess of the regular working hours or on the Owner normally
approved holidays. At such times when Inspector overtime is required, the Contractor shall sign
an overtime slip documenting such hours and the Contractor shall be provided a copy for his
records. At the end of the project and prior to payment of withheld retainage funds, the
Contractor shall deliver to the Owner a check made out to the Owner of Clearwater for full
reimbursement of all Inspector overtime hours. Withheld retainage shall not be released until the
Owner has received this check. Minimum number of chazgeable hours for inspection costs on
weekends or holidays shall be four hours. The cost of overtime inspection per hour shall be
$60.00 per hour.
Contractor shall provide and maintain in a neat and sanitary condition, such sanitary
accommodations for the use of Contractor's employees as may be necessary to comply with the
requirements of Laws and Regulations and the Engineer.
6.2 LABOR, MATERIALS AND EQUIPMENT
Contractor shall provide competent, suitably qualified personnel to survey, lay out and construct
the work as required by the Contract Documents. Contractor sha11 at all times maintain good
discipline and order at the site. Except as otherwise required for the safety or protection of�
persons or the work or property at the site or adjacent thereto, and except as otherwise indicated
in the Contract Documents, all work at the site shall be performed during regular working hours
and Contractor will not permit overtime work or the performance of work on Saturday, Sunday,
or any legal holiday without the Owner consent given after prior notice to Engineer.
Unless otherwise specified in the General Requirements, Contractor shall fumish and assume full
responsibility for all materials, equipment, labor, transportation, construction equipment and
machinery, tools, appliances, fuel, power, light, heat, telephone, water, sanitary facilities,
temporary facilities, and all other facilities and incidentals necessary for the fizmishing,
performance, testing, start-up and completion of the Work.
All materials and equipment installed in the Work shall be of good quality and new, except as
othervvise provided in the Contract Documents. If required by Engineer, Contractors shall fumish
satisfactory evidence (including reports of required tests) as to the quality of materials and
equipment. The Contractor shall provide suitable and secure storage for all materials to be used
in the Work so that their quality shall not be impaired or injured. Materials that are improperly
stored, may be rejected by the Engineer without testing.
All materials and equipment shall be applied, installed, connected, erected, used, cleaned and
� conditioned in accordance with the instructions of the applicable manufacturer, fabricator,
supplier, or distributor, except as otherwise provided in the Contract Documents.
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The City of Clearwater, at its sole discretion, reserves the right to purchase major equipment to
be incorporated into the WORK under the Owner Direct Purchase (ODP) Option, if indicated in
the Contract Documents. In such event, the Contractor shall cooperate and assist the Owner of�
Clearwater, at no additional cost, to implement the ODP documents and procedures.
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Section III — General Conditions
6.3 SUBSTITUTES AND "OR EQUAL" ITEMS
Whenever an item of material or equipment is specified or described in the Contract Documents
by using the name of a proprietary item or the name of a particular Supplier, the specification or
description is intended to establish the type, function and quality required. Unless the
specification or description contains or is followed by words reading that no like, equivalent or
"or equal" item or no substitution is permitted, other items of material or equipment or material
or equipment of other Suppliers may be accepted by Engineer. If in Engineer's sole discretion an
item of material or equipment proposed by Contractor is functionally equal to that naxned and
suificiently similar so that no change in related Work will be required, it may be considered by
Engineer for approval. If in the Engineer's sole discretion an item of material or equipment
proposed by Contractor does not qualify as an"or equal" item, it may be considered as a
proposed substiiute item. Contractor shall submit sufficient information as required by the
Engineer to allow the Engineer to determine that the item of material or equipment proposed is
essentially equivalent to that named and is an acceptable substitute therefore. Request for review
of proposed substitute and "or equal" will be not be accepted by Engineer from anyone other
than Contractor.
Request for substitute and "or equal" items by Contractor must be submitted in writing to
Owner's Representative and will contain all information as Engineer deems necessary to make a
determination. All data provided by Contractor in support of any proposed substitute or "or
equal" item will be at Contractor's expense. Engineer will be allowed a reasonable time to
evaluate each proposal or submittal made per this paragraph. Engineer will be sole judge of
acceptability.
6.4 SUBCONTRACTORS, SUPPLIERS AND OTHERS
The Contractor shall deliver to the Owner's Representative before or at the preconstruction
conference a list of all Subcontractors, suppliers and other persons and organizations proposed
by the Contractor for Work to be performed on the Project. The Contractor shall include with
this list the qualifications and references for each Subcontractor, supplier or other person and
organization for review and approval. Any changes to this list must be submitted to the Owner's
Representative for approval prior to the substitution of any Subcontractors, suppliers or other
persons and organizations before performing any Work on the Project for the Contractor.
Contractor shall be fully responsible to Owner and Engineer for all acts and omissions of the
Subcontractors, Suppliers and other persons performing or furnishing any of the work under a
direct or indirect contract with Contractor just as Contractor is responsible for Contractor's own
acts and omissions. Nothing in the Contract Docuxnents shall create for the benefit of any such
Subcontractor, Supplier or other person any contractual relationship between Owner or Engineer
and any Subcontractor, Supplier or other person, nor shall it create any obligation on the part of
Owner or Engineer to pay or to see to the payment of any moneys due any such Subcontractor,
Supplier or other person. Contractor shall be solely responsible for scheduling and coordinating
the work of Subcontractors, Suppliers and other persons performing or furnishing any of the
work under a direct or indirect contract with Contractor. Contractor shall require all
Subcontractors, Suppliers and such other persons performing or furizishing any of the work to
communicate with the Engineer through Contractor.
The divisions and sections of the Specifications and the identifications of any Drawings shall not
control Contractor in dividing the work among Subcontractors or Suppliers or delineating the
work to be performed by any specific trade.
SectionIII.doc Page 14 of 49 7/31/2012
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Section III — General Conditions
All work performed for Contractor by a Subcontractor or Supplier will be pursuant to an
appropriate agreement between Contractor and the Subcontractor or Supplier which specifically
binds the Subcontractor or Supplier to the applicable terms and conditions of the Contract
Documents for the benefit of Owner and Engineer.
Contractor shall not pay or employ any Subcontractor, Supplier or other person or organization
whether initially or as a substitute, against whom Owner or Engineer may have reasonable
objection. Contractor shall not be required to employ any Subcontractor, Supplier or other person
or organization to furnish or perform any of the work against whom Contractor has reasonable
objection.
Owner or Engineer will not undertake to settle any differences between Contractor and his
Subcontractors or between Subcontractors.
6.5 USE OF PREMISES
Contractor shall confine construction equipment, the storage of materials and equipment and the
operations of works to the site and land areas identified in and permitted by the Contract
Documents on other land areas permitted by Laws and Regulations, right-of-way, permits and
easements, and shall not unreasonably encumber the premises with construction equipment or
other materials or equipment. Contractor shall assume full responsibility for any damage to any
such land or area, or to the owner or occupant thereof or of any adjacent land or areas, resulting
from the performance of the Work. Should any claim be made by any such owner or occupant
because of the performance of the Work, Contractor shall promptly settle with such other party
by negotiation or otherwise resolve the claim by arbitration or other dispute resolution proceed in
or at law. Contractor shall, to the fullest extent permitted by Laws and Regulations, indemnify
and hold harmless Owner, Engineer, Engineer's Consultant and their officials, directors,
employees and agents from and against all claims, costs, losses and damages arising out of or
resulting from any claim or action, legal or equitable, brought by any such owner or occupant
against Owner, Engineer or any other party indemnified hereunder to the extent caused by or
based upon Contractor's performance of the Work.
� During the progress of the Work, Contractor sha11 keep the premises free from accumulations of
waste materials, rubbish and other debris resulting from the Work. At the completion of the
Work or at intervals established by the Engineer, Contractor shall remove all waste materials,
� rubbish and debris from and about the premises as well as all tools, appliances, construction
equipment and machinery and surplus materials. Contractor shall restore to original condition all
property not designated for alteration by the Contract Documents.
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6.5.1 STAGING AREAS
The Contactor shall obtain and deliver to the City written permission for the use of all staging
and storage areas outside of the Limits of Construction.
6.5.2 RESTORATION TIME LIMITS
The timely restoration of all impacted areas, especially right-of-ways, is very important to the
Citizens of Clearwater; therefore these time limits are imposed:
� Debris piles shall be removed within five (5) consecutive calendaz days.
• Concrete driveways and sidewalks shall be replaced within ten (10) consecutive
calendar days of removal. Resident access shall be maintained at all times.
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Section III — General Conditions
• All arterial and collector roadways shall be restored ASAP.
• Local streets and asphalt driveways shall be restored as soon as a sufficient quantity is
generated, however, this is never to exceed fifteen (15) consecutive calendar days.
Local and resident access shall be maintained at all times.
• Sod must be restored within fourteen (14) consecutive calendar days of a successful
pipe pressure test, removal of concrete forms, backfill of excavations, replacement of
driveways or sidewalks or other project specific milestone. It must be watered for a
period of thirty (30) days after it is placed. Erosion control and dust control of
denuded areas must be maintained at all times.
If the project or a portion of it does not involve right-of ways, then a different schedule of sod
restoration may be considered.
6.6 LICENSE AND PATENT FEES, ROYALTIES AND TAXES
Contractor shall pay all license fees and royalties and assume all costs incident to the use in the
performance of the work or the incorporation in the Work of any invention, design, process,
product or device which is the subject of patent rights or copyrights held by others. If a particular
invention, design, process, product or device is specified in the Contract Documents for use in
the performance of the work and if to the actual knowledge of Owner or Engineer its use is
subject to patent rights or copyrights calling for the payment of any license fee or royalty to
others, the existence of such rights shall be disclosed by Owner or Engineer in the Contract
Documents.
To the fullest extent permitted by Laws and Regulations, Contractor shall indemnify and hold
harmless Owner, Engineer, Engineer's Consultants and the officers, directors, employees, agents
and other consultants of each and any of them from and against all claims, costs, losses and
damages arising out of or resulting from any infringement of patent rights or copyrights incident
to the use in the performance of the Work or resulting from the incorporation in the Work of any
invention, design, process, product or device not specified in the Contract Documents, and shall
defend all such claims in connection with any alleged infringement of such rights.
Contractor shall pay all sales, consumer, use and other ta7ces required to be paid by Contractor in
accordance with the Laws and Regulations of the State of.Florida and other governmental
agencies, which are applicable during the performance of the work.
6.7 LAWS AND REGULATIONS
Contractor shall give all notices and comply with all Laws and Regulations applicable to
furnishing and performance of the Work. Except where otherwise expressly required by
applicable Laws and Regulations, neither Owner nor Owner's Representative shall be
responsible for monitoring Contractor's compliance with any Laws or Regulations. If Contractor
performs any work knowing or having reason to know that it is contrary to Laws or Regulations,
Contractor shall bear all claims, costs, losses and damages caused by or arising out of such work:
however, it shall not be Contractor's primary responsibility to make certain that the
Specifications and Drawings are in accordance with Laws and Regulations, but this shall not
relieve Contractor of Contractor's obligations to the Owner to report and resolve discrepancies as
described above.
When City projects include Federal or State funding, the requirements of Executive Order 11-02
shall be adhered to utilizing the Homeland Security E-Verify System to verify employment
eligibility.
SectionIII.doc Page l6 of 49 7/31/2012
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Section FII — General Conditions
6.8 PERMITS
Unless otherwise provided in the Supplementary Conditions, Contractor shall obtain and pay for
all construction permits and licenses. The Owner shall assist Contractor, when necessary, in
obtaining such pernuts and licenses. Contractor shall pay all governmental charges and
inspection fees necessary for the prosecution of the Work, which are applicable at the time of
opening of Bids. Contractor shall pay all charges of utility owners for connections to the work,
and the Owner shall pay all charges of such utility owners for capital costs related thereto such as
plant investment fees.
Unless otherwise stated in the Contract Documents, Owner of Clearwater Building Permit Fees
will be waived.
6.9 SAFETY AND PROTECTION
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: (i)
all persons on the work site or who may be affected by the work, (ii) all the Work and materials
and equipment to be incorporated therein, whether in storage on or off the site; and (iii) other
property at the site or adjacent thereto, including trees, shrubs, lawns, walks, pavements,
roadways, structures, utilities and Underground Facilities not designated for removal, relocation.
or replacement in the course of construction. In the event of temporary suspension of the work,.
or during inclement weather, or whenever Owner's Representative may direct; Contractor sha11,
and shall cause Subcontractors, to protect carefully the Work and materials against damage or
injury from the weather. If, in the opinion of the Owner's Representative, any portion of Work oi•
materials shall have been damaged or injured by reason of failure on the part of the Contractor oi•
any Subcontractors to so protect the Work, such Work and materials shall be removed andl
replaced at the expense of Contractor. The Contractor shall initiate and maintain an accidenl:
prevention program which shall include, but shall not be limited to the establishment andl
supervision of programs for the education and training of employees in the recognition„
avoidance and prevention of unsafe conditions and acts. Contractor shall provide first aidl
services and medical care to his employees. The Contractor shall develop and maintain ar.�
effective fire protection and prevention program and good housekeeping practices at the site oi:'
contract performance throughout all phases of construction, repair, alteration or demolition.
Contractor shall require appropriate personal protective equipment in all operations where there;
is exposure to hazardous conditions. The Engineer may order that the work stop if a condition oif'
imr�nediate danger to the Owner's employees, equipment or if property damage exists. Thi:�
provision shall not shift responsibility or risk of loss for injuries of damage sustained from the
Contractor to Owner, and the Contractor shall remain solely responsible for compliance with al:l
safety requirements and for the safety of all persons and property at the site of Contracl.
performance. The Contractor shall instruct his employees required to handle or use toxic::
materials or other harmful substances regarding their safe handling and use. The Contractor shall.
take the necessary precautions to protect pedestrians and motorists from harm, and to prevenl:
disruptions of such traffic due to construction activity.
Contractor shall comply with all applicable Laws and Regulations of any public body havin��;
jurisdiction for safety of persons or property and to protect them from damage, injury or loss,;
and shall erect and maintain all necessary safeguards for such safety and protection. Contractoc
shall notify owners of adjacent property and of Underground Facilities and utility owners wheri
SectionIII.doc
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Section III — General Conditions
prosecution of the work may affect them, and sha11 cooperate with them in the protection,
removal, relocation and replacement of their property. All damage, injury or loss to any property
caused, directly or indirectly, in whole or part, by Contractor, any Subcontractor, Supplier or any
other person or organization directly or indirectly employed by any of them to perform or fixmish
any of the work or anyone for whose acts any of them may be liable, shall be remedied by
Contractor. Contractor's duties and responsibilities for safety and for protection of the Work shall
continue until such time as all the Work is completed and Engineer has issued a notice to Owner
and Contractor that the Work is acceptable.
6.10 EMERGENCIES
In emergencies affecting the safety or protection of persons or the Work or property at the site or
adjacent thereto, Contractor, with or without special instruction or authorization from Owner or
the Owner's Representative, is obligated to act to prevent damage, injury or loss. Contractor
sha11 give Engineer prompt written notice if Contractor believes that any significant changes in
the Work or variations from the Contract Documents have been caused thereby. If the Owner's
Representative determines that a change in the Contract Documents is required because of the
action taken by Contractor in response to such an emergency, a Work Change Directive or
Change Order will be issued to document the consequences of such action.
6.11 DRAWINGS
6.11.1 SHOP DRAWINGS, SAMPLES, RFIs, and SUBMITTAL REVIEW
Contractor shall submit Shop Drawings to Engineer for review and approval as called for in the
Technical Specifications or required by the Engineer. The data shown on the Shop Drawings will
be complete with respect to quantities, dimensions, specified performance and design criteria,
materials and similax data to show Engineer the materials and equipment Contractor proposes to
provide and to enable Engineer to review the information. Contractor shall also submit Samples
to Engineer for review and approval. Before submitting each Shop Drawing or Sample,
Contractor shall have determined and verified: (i) all field measurements, quantities, dimensions,
specified performance criteria, installation requirements, materials, catalog numbers and similar
information with respect thereto, (ii) all materials with respect to intended use, fabrication,
shipping, handling, storage, assembly and installation pertaining to the performance of the Work,
and (ui) all information relative to Contractor's sole responsibilities in respect to means,
methods, techniques, sequences and procedures of construction and safety precautions and
programs incident thereto. Contractor shall also have reviewed and coordinated each Shop
Drawing or Sample with other Shop Drawings and Samples with the requirements of the Work
and the Contract Documents. Each submittal will bear a stamp or specific written indication that
Contractor has satisfied Contractor's obligations under the Contract Documents with respect to
Contractor's review and approval of that submittal. At the time of submission, Contractor shall
give Engineer specific written notice of such variations, if any, that the Shop Drawing or Sample
submitted rnay have from the requirements of the Contract Documents, such notice to be in a
written communication separate from the submittal; and, in addition, shall cause a specific
notation to be made on each Shop Drawing and Sample submitted to Engineer for review and
approval of each such variation.
The Contractor shall maintain a submittal log as mentioned in Article 2.5. The Engineer and
Construction Services Department shall receive updated copies at each progress meeting, and the
Engineer shall respond to each submittal within twenty-one (21) consecutive calendar days. The
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� Contractor shall maintain a request for information (RFI) log as mentioned in Article 2.5. The
Engineer and Construction Services Department shall receive updated copies at each progress
meeting, and the Engineer shall respond to each RFI within twenty-one (21) consecutive
� calendar days. The untimely submission of Submittal or RFIs shall not be grounds for a delay
claim from the Contractor.
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Engineer's review and approval of Shop Drawings and Samples will be only to determine if the
items covered by the submittals will, after installation or incorporation in the Work, conform to
the information given in the Contract Documents and be compatible with the design concept of'
the completed Project as a functioning whole as indicated the Contract Documents. Engineer's
review and approval will not extend to means, methods, techniques, sequences or procedures of
construction (except where a particulaz means method, technique, sequence or procedure of
construction is specifically and expressly called for by the Contract Documents) or to safety
precautions or programs incident thereto. The review and approval of a separate item as such will
not indicate approval of the assembly in which the item functions. Contractor shall make
corrections required by Engineer, and shall retum the required number of conected copies of'
Shop Drawings and submit as required new Samples for review and approval. Contractor shall
direct specific attention in writing to revisions other than the corrections called for by Engineer
on previous submittals.
Engineer's review and approval of Shop Drawings �or Samples sha11 not relieve Contractor from
responsibility for any vaziation from the requirements of the Contract Documents unless
Contractor has in writing called Engineer's attention to each such variation at the time of'
submission and Engineer has given written approval of each such variation by specific written
notation thereof incorporated in or accompanying the Shop Drawing or Sample approval; nor
will any approval by the Engineer relieve the Contractor from responsibility for complying with.
the requirements of paragraph above discussing field measurements by the Contractor.
Contractor shall furnish required submittals with complete information and accuracy in order to
� achieve required approval of an item within two (2) submittals. Owner's Representative reserves
the right to backcharge Contractor, for Engineer's costs for resubmittals that account for a.
number greater than twenty percent (20%) of the total number of first time submittals. Owner's
� Representative reserves the right to backcharge Contractor for all third submittals. The numbei•
of first time submittals shall be equal to the number of submittals agreed to by Engineer and:
Contractor. All costs to Engineer involved with subsequent submittal of Shop Drawings,.
� Samples or other items requiring approval will be backcharged to Contractor at the rate of 3.0
times direct technical labor cost by deducting such costs from payments due Contractor for Work:
completed. In the event that Contractor requests a substitution for a previously approved item, all.
� of Engineer's costs in the reviewing and approval of the substitution will be backcharged to�
Contractor, unless the need for such substitution is beyond the control of Contractor.
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6.11.2 AS-BUILT DRAWINGS
The Contractor shall keep and maintain one set of blueprints, As-Built Drawings, in good order
and legible condition to be continuously marked-up at the job site. The Contractor shall mark andl
annotate neatly and clearly all project conditions, locations, configurations and any other change;;
or deviations which may vary from the details represented on the original Contract Plans:,
including revisions made necessary by Addenda, Shop Drawings, and Change Orders during the:
construction process. The Contractor shall record the horizontal and vertical locations, in the:
plan and profile, of all buried utilities that differ from the locations indicated or which were noir
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Section III — General Conditions
indicated on the Contract Plans and buried (or concealed), construction and utility features which
are revealed during the construction period.
The As-Built Drawings shall be available for inspection by the Engineer, Engineer's Consultant,
and the Owner's Representative at all times during the progress of the Project.
The As-Built Drawings shall be reviewed by the Owner's Representative, or his designee, for
accuracy and compliance with the requirements of "As-Built Drawings" prior to submittal of the
monthly pay requests. The pay requests shall be rejected if the marked-up blueline prints do not
conform to the "As-Built Drawings" requirements. As-Built Drawings shall be submitted to the
Owner Inspector for approval upon completion of the project and prior to acceptance of final pay
request. Final pay request shall not be processed until As-Built Drawings have been reviewed by
the Engineer or the Engineer's Consultant for accuracy and completeness.
Prior to placing new potable water mains in service, the Contractor shall provide the Engineer
intersection drawings, as speciiied for the water mains.
The Owner's acceptance of the "As-Built Drawings" does not relieve the Contractor of the sole
responsibility for the accuracy and completeness of the As-Built Drawings.
6.11.2.1 General
The Contractor shall prepare an"AS-BUILT SURVEY" per chapter SJ-17.052, Florida
Administrative Code (see definition below), signed and sealed by a Florida registered land
surveyor. The contractor will deliver to the Owner two hard copies of signed and sealed As-Built
Drawings and an AutoCAD file.
SJ-17.050 Definition: (10)(a) As-Built Survey: a survey performed to obtain horizontal and/or
vertical dimensional data so that constructed improvements may be located and delineated: also
knonw as Record Survey.
This survey shall be clearly titled "As-Built Survey" and shall be signed and sealed by a Florida
registered land surveyor. The survey must be delivered to the Owner of Clearwater Construction
Division upon substantial completion of the project. If this condition is not met, the Owner will
procure the services of a Professional Surveyor and Mapper registered in the State of Florida and
will back charge the contractor a fee of $],800 per day or any portion thereof to provide the
Owner with the required As-Built Survey.
6.11.2.2 Sanitary and Storm $ewer Piping Systems
1. Manholes and inlets sha11 be located by survey coordinates (northing, easting and elevation)
based on the approved horizontal and vertical datum or utilize the stationing supplied on the
construction plans. New sanitary service connections and replaced sanitary service
connections shall be dimensioned to the nearest downstream manhole. All manholes,
cleanouts and catch basin invert and rim elevations, manhole and catch basin dimensions,
pipe sizes, and pipe material shall alsa be noted on the plan view and also on the profile if
one exists.
2. Pipe materials and areas of special construction shall be noted.
6.11.2.3 Pressure Pipe construction (Water, Reclaimed Water, Forcemain)
All pipes shall be located by survey coordinates (northing, easting and elevation) based on the
approved horizontal and vertical datum or utilize the stationing supplied on the construction
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plans. Coordinates sha11 be at a11 pipe bends, tees, valves, reducers, and deflections. Also all new
and replaced service connections for potable and reclaimed water will be located as described
above. Additionally there must be survey coordinates no further than 100 feet apart on linear
type construction and shall denote top of pipe elevation at those points.
6.11.2.4 Electrical and Control Wiring
The as-built drawings shall include all changes to the original Contract Plans. The as-built
drawings shall also include the size, color, and number of wires and conduit. For projects where
this information is too voluminous to be contained on the blueline prints, the Contractor shall
prepare supplemental drawings, on same size sheets as the blueline prints, showing the additional
conduit runs, 1-line diagrams, ladder diagrams, and other information. The wiring schematic
diagrams shall show termination location and wiring identification at each point on the ladder
diagram.
6.11.2.5 Horizontal and Vertical Control
The As-Built survey shall be based on the original datum used for the construction design plans
or if required by the Owner the datum sha11 be referenced to the North American Datum of�
1983/90 (horizontal) and the North American Vertical Datum of 1988. The unit of ineasurement
shall be the United States Foot. Any deviation or use of any other datum, (horizontal and or
vertical), must be approved by the Owner of Clearwater Engineering Department.
6.11.2.6 Standards
The As-Built survey shall meet the Minimum Technical Standards per Chapter SJ-17 and the
� Clearwater CAD STANDARDS set forth below. In addition to locating all improvements that
pertain to the as-built survey it is the requirement of the Owner to have minimum location points
at every change in direction and no more than 100 feet apart on all pressure pipes.
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6.11.2.7 Other
The As-Built drawings shall reflect any differences from the original Contract Plans, in the same
level of detail and units of dimensions as the Plans.
6.11.3 CAD STANDARDS
6.11.3.1 Layer Naming
6.11.3.1.1
DI prefix denotes digitized or scanned entities
EP prefix denotes existing points - field collected
EX prefix denotes existing entities - line work and symbols
PR prefix denotes proposed entities - line work and symbols
FU prefix denotes future entities (proposed but not part of this contract) - line
work and symbols
TX sufFix denotes text — use for all text, no matter the prefix
Prefixes and Suffixes
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6.
Section III — General Conditions
11.3.1.2 La er Namin Definifions:
GAS gas lines and appurtenances
ELEC power lines and appurtenances
PHONE telephone lines and appurtenances
CABLE cable TV lines and appurtenances
BOC curbs
WALK sidewalk
WATER water lines and appurtenances, sprinklers
STORM storm lines and appurtenances
TREES trees, bushes, planters
SANITARY sanitary lines and appurtenances
FENCE all fences •
BLDG buildings, sheds, finished floor elevation
DRIVE driveways
EOP edge of pavement without curbs
TRAFFIC signal poles, control boxes
TOPBANK top of bank
TOESLOPE toe of slope
TOPBERM top of berm
TOEBERM toe of berm
SEAWALL seawall
CONCSLAB concrete slabs
WALL walls, except seawall
SHORE shoreline, water elevation
CL centerline of road
CLD centerline of ditch
CLS centerline of swale
CORNER property corners, monumentation
BENCH benchmark, temporary benchmarks
Other layers may be created as required, using above format.
6.11.3.2 Layer Properties
All layers will use standard AutoCAD linetypes, bylayer.
All layers will use standard AutoCAD colors, bylayer.
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Section III — General Conditions
All text will use standazd AutoCAD fonts.
6.11.3.3 Text Styles
Text style for EX layers will use the simplex font, oblique angle of 0°, and a text height of .008
times the plot scale.
Text style for PR and FU layers will use the simplex font, oblique angle of 22.5°, and a text
height of .O 10 times the plot scale.
6.11.4 DELIVERABLES:
The as-built survey shall be produced on bond material, 24" x 36" at a scale of 1"=20' unless
approved otherwise. The consultant shall deliver all drawing files in digital format. Acceptable
file formats include: DWG, of a shape file.
Please address any questions regarding format to Mr. Tom Mahony, at (727) 562-4762 or e-mail
address Thomas.Mahon�(a�mvClearwater.com.
6.12 CONTRACTOR'S GENERAL WARRANTY AND GUARANTEE
Contractor warrants and guarantees to Owner, Engineer and Engineer's Consultants that all Work
will be in accordance with the Contract Documents and will not be defective. Contractor's
warranty and guarantee hereunder includes defects or damage caused by abuse, vandalism,
modification or operation by persons other than Contractor, Subcontractors or Suppliers. Until
the acceptance of the Work by the Owner, the Work shall be under the charge and caze of the
Contractor, and he shall take every necessary precaution against injury or damage to any part
thereof by action of the elements, or from any other cause whatsoever, arising from the execution
or non-execution of the Work. The Contractor shall rebuild, repair and make good, at his own
expense, all injuries or damages to any portion of the Work occasioned by any cause before its
completion and final acceptance by the Owner. In addition, "the Contractor shall remedy any
defects in the work at his own expense and pay for any damage to other work resulting therefrom
which appear within a period of one year from the date of iinal acceptance".
Contractor's warranty and guarantee hereunder excludes improper maintenance and operation by
Owner's employees and normal wear and tear under normal usage for any portion of the Work,
which has been partially accepted by the Owner for operation prior to final acceptance by the
Owner. Contractor's obligation to perform and complete the Work in accordance with the
Contract Documents shall be absolute. None of the following will constitute an acceptance of
Work that is not in accordance with the Contract Documents or a release of Contractor's
obligation to perform the Work in accordance with the Contract Documents: (i) observations by
Owner's Representative, (ii) recommendation of any progress or final payment by Owner's
Representative, (iii) the issuance of a certificate of Substantial Completion or any payment by
the Owner to contractor under the Contract Documents, (iv) use or occupancy of the Work or
any part thereof by Owner, (v) any acceptance by Owner or any failure to do so, (vi) any review
and approval of a Shop Drawing or Sample submittal or the issuance of a notice of Acceptance
by the Engineer.
6.13 CONTINUING THE WORK
Contractor shall cany on the work and adhere to the progress schedule during all disputes or
disagreements with the Owner. No work shall be delayed or postponed pending resolution of any
disputes or disagreements, except as the Owner or Contractor may otherwise agree in writing.
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Section III — General Conditio�s
6.14 INDEMNIFICATION
Contractor shall indemnify and hold harmless Owner, Engineer, Engineer's Consultants and the
officers, directors, employees, agents and other consultants of each and any of them from and
against a11 claims, costs, losses and damages (including but not limited to all fees and chazges of
engineers, architects, attorneys and other professionals and all court or arbitration or other
dispute resolution costs) caused by, arising out of or resulting from the performance of the Work,
provided that any such claim, cost, loss or damage: (i) is attributable to bodily injury, sickness,
disease or death, or to injury to or destruction of tangible property (other than the work itsel fl,
including the loss of use resulting therefrom, and (ii) is caused in whole or in part by any
negligent act or omission of Contractor, any Subcontractor, any Supplier, any person directly or
indirectly employed by any of them to perform or fumish any of the Work, or anyone for whose
acts any of them may be liable, regardless of whether or not caused in part by any negligence or
omission of a person or entity indemnified hereunder or whether liability is imposed upon such
indemnified party by Laws and Regulations regardless of the negligence of any such person.
If, through acts of neglect on the part of Contractor, any other Contractor or any Subcontractor
shall suffer loss or damage on the work, Contractor shall settle with such other Contractor or
Subcontractor by agreement or arbitration if such other Contractor or Subcontractor will so
settle. If such other Contractor or Subcontractor shall assert any claim against the Owner on such
account of any damage alleged to have been sustained, the Owner sha11 notify Contractor, who
shall indemnify and save harmless the Owner against any such claim. In any and all claims
against Owner or Engineer or any of their respective consultants, agents, officers, directors, or
employees by any employee (or the survivor or personal representative of such employee) of
Contractor, any Subcontractor, any
Supplier, any person directly or indirectly employed by any of them to perform or furnish any of
the work, or anyone for whose acts any of them may be liable, the indemnification obligation
under this paragraph sha11 not be limited in any way by any limitation on the amount or type of
damages, compensation or benefits payable by or for Contractor or any such Sub-contractor,
Supplier or other person or organization under workers' compensation acts, disability benefit acts
or other employee benefit acts. The indemnification obligations of Contractor under this
paragraph shall not extend to the liability of Engineer and Engineer's Consultants, officers,
directors, employees, or agents caused by the professional negligence, errors or omissions of any
of them.
6.15 CHANGES IN COMPANY CONTACT INFORMATION
Contractor shall notify Owner by US mail addressed to the City Engineer of any changes in
company contact information. This includes: contact phone, address, project manager, email
addresses, etc.
7 OTHER WORK
7.1 RELATED WORK AT SITE
The City reserves the right to have its own forces enter the construction site at any time and
perform work as necessary in order to perform infrastructure repair or maintenance, whether
related to the project or not. The Contractor will allow complete access to all utility owners for
these purposes.
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Section III — General Conditions
The City may have its own forces perform new work related to the project, however, this wor�;:
will be identified in the Contract Scope of Work and coordination will be such that this activit�r
is denoted in the Contractor's CPM Schedule so as not to cause any delays or interference wit��.
the Contractor's work or schedule.
7.2 COORDINATION
If the Owner contracts with others for the performance of other work on the Project at the site„
the following will be set forth in the Scope of Work: (i) the person who will have authority ancl
responsibility for coordination of the activities among the various prime contractors will be;
identified; (ii) the specific matters to be covered by such authority and responsibility will be;
itemized; and (iii) the extent of such authority and responsibilities will be provided. Unless�
otherwise provided in the Supplementary Conditions, the Owner shall have sole authority and.
responsibility in respect of such coordination.
8 OWNERS RESPONSIBILITY
Except as otherwise provided in these General Conditi.ons, the Owner shall issue all
communications from the Owner to the Contractor through Owner's Representative.
The Owner shall furnish the data required of the Owner under the Contract Documents promptly
and shall make payments to Contractor promptly when they are due as provided in these General
Conditions.
The Owner is obligated to execute Change Orders as indicated in the Article on Changes In The
Work.
The Owner's responsibility in respect of certain inspections, tests, and approvals is set forth in
the Article on Tests and Inspections.
' In connection with the Owner's right to stop work or suspend work, see the Article on Engineer
may Stop the Work. The Article on Suspension of Work and Terniination deals with the Owner's
right to tenminate services of Contractor under certain circumstances.
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Owner shall not supervise, direct or have control or authority over, nor be responsible for,
Contractor's means, methods, techniques, sequences or procedures of construction or the safety
precautions and programs incident thereto, or for any failure of Contractor to comply with Laws
and Regulations applicable to the furnishing or performance of the Work. The O�ner will not be
responsible for Contractor's failure to perform or furnish the Work in accordance with the
Contract Documents.
9 OWNER REPRESENTATIVE'S STATUS DURING
CONSTRUCTION
9.1 OWNERS REPRESENTATIVE
� Dependent of the project type, the Owner's Representative during the construction period will
either be the Construction Manager, the Engineer, or a designee of the Project's Owner. The
duties, responsibilities and the limitations of authority of Owner's Representative during
� construction are set forth in the Contract Documents and shall not be extended without written
consent of Owner and Engineer.
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9.2
Section III — General Conditions
CLARIFICATIONS AND INTERPRETATIONS
Engineer will issue with reasonable promptness such written clarifications or interpretations of
the requirements of the Contract Documents regarding design issues only, in the form of
Submittal responses, RFI responses, Drawings or otherwise, as Engineer may determine
necessary, which shall be consistent with the intent of and reasonably inferable from Contract
Documents. All other clarifications and interpretations of the Contract Documents shall be issued
form the Owner's Representative. Such written clarifications and interpretations will be binding
on the Owner and Contractor. If Contractor believes that a written clarification or interpretation
justifies an adjustment in the Contract Price or the Contract Time and the parties are unable to
agree to the amount or extent thereof, if any, Contractor may make a written claim therefore as
provided in the Articles for Change of Work and Change of Contract Time.
9.3 REJECTING OF DEFECTIVE WORK
The Owner's Representative or the Engineer will have authority to disapprove ox reject Work
which Owner's Representative or the Engineer believes to be defective, or that Owner's
Representative or the Engineer believes will not produce a completed Project that conforms to
the Contract Documents or that will prejudice the integrity of the design concept of the
completed Project as a functioning whole as indicated by the Contract Documents. The Owner's
Representative or the Engineer will also have authority to require special inspection or testing of
the Work whether or not the Work is fabricated, installed or completed.
9.4 SHOP DRAWINGS, CHANGE ORDERS, AND PAYMENTS
In connection with Engineer's authority as to Shop Drawings and Samples, see articles on Shop
Drawings and Samples. In connection with Owner's Representative authority as to Change
Orders, see the articles on Changes of Work, Contract Price and Contract Time. Iri connection
with Owner's Representative authority as to Applications for Payment, see the articles on
Payments to Contractor and Completion.
9.5 DECISIONS ON DISPUTES
The Owner's Representative will be the initial interpreter of the requirements of the Contract
Documents and judge of the acceptability of the work thereunder. Claims, disputes and other
matters relating to the acceptability of the work or the interpretation of the requirements of the
Contract Documents pertaining to the performance and furnishing of the work and Claims under
the Articles for Changes of Work, Changes of Contract Time and Changes of Contract Price will
be referred initially to Owner's Representative in writing with a rec�uest for a formal decision in
accordance with this paragraph. Written notice of each such claim, dispute or other matter will
be delivered by the claimant to Owner's Representative and the other party to the Agreement
promptly, but in no event later than thirty (30) days, after the start of the occurrence or event
giving rise thereto, and written supporting data will be submitted to Owner's Representative and
the other party within sixty (60) days after the start of such occurrence or event unless Owner's
Representative allows an additional period of time for the submission of additional or more
accurate data in support of such claim, dispute or other matter. The opposing party shall submit
any response to Owner's Representative and the claimant within thirty (30) days after receipt of
the claimant's last submittal, unless Owner's Representative allows additional time. Owner's
Representative will render a formal decision in writing within thirty (30) days after receipt of the
opposing party's submittal, if any, in accordance with this paragraph. Owner Representative's
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written decision on such claim, dispute or other matter will be final and binding upon the Owner
and Contractor unless (i) an appeal from Owner Representative's decision is taken within thirty
(30) days of the Owner Representative's decision, or the appeal time which may be stated in a
Dispute Resolution Agreement between Owner and Contractor for the settlement of disputes or
(ii) if no such Dispute Resolution Agreement has been entered into, a written notice of intention
to appeal from Owner Representative's written decision is delivered by the Owner or Contractor
to the other and to Owner's Representative within thirty (30) days after the date of such decision
and a formal proceeding is instituted by the appealing party in a forum of competent jurisdiction
to exercise such rights or remedies as the appealing party may have with respect to such claim,
dispute or other rnatter in accordance with applicable Laws and Regulations within sixty (60)
days of the date of such decision, unless otherwise agreed in writing by the Owner and
Contractor.
When functioning as interpreter and judge, Owner's Representative will not show partiality to the
Owner or Contractor and will not be liable in connection with any interpretation or decision
rendered in good faith in such capacity. The rendering of a decision by Owner's Representative
with respect to any such claim, dispute or other matter will be a condition precedent to any
exercise by the Owner or Contractor of such rights or remedies as either may otherwise have
under the Contract Documents or by Laws or Regulations in respect of any such claim, dispute
or other matter pursuant the Article on Dispute Resolution.
9.6 LIMITATIONS ON OWNER REPRESENTATiVE'S
RESPONSIBILITIES
Neither Owner Representative's authority or responsibility under this paragraph or under any
other provision of the Contract Documents nor any decision made by Owner's Representative in
good faith either to exercise or not exercise such authority or responsibility or the undertaking,
exercise or performance of any authority or responsibility by Owner's Representative shall
create, impose or give rise to any duty owed by Owner's Representative to Contractor, any
Subcontractor, any Supplier, any other person or organization or to any surety for or employee or
agent of any of them.
Owner's Representative will not supervise, direct, control or have authority over or be
responsible for Contractor's means, methods, techniques, sequences or procedures of'
construction, or the safety precautions and programs incident thereto, or for any failure of'
Contractor to comply with Laws and Regulations applicable to the furnishing or performance of'
the work. Owner's Representative will not be responsible for Contractor's failure to perform or
furnish the work in accordance with the Contract Documents.
Owner's Representative will not be responsible for the acts or omissions of Contractor or of any
Subcontractor, any Supplier, or of any other person or organization performing or furnishing any
of the work.
Owner Representative's review of the final Application for Payment and accompanying
documentation and all maintenance and operating instructions, schedules, guarantees, bonds and
certificates of inspection, tests and approvals and other documentation required to be delivered
by the Contractor will only be to determine generally that their content complies with the
requirements of the Contract Documents and, in the case of certificates of inspections, tests and.
approvals that the results certified indicate compliance with the Contract Documents.
The limitations upon authority and responsibility set forth in this paragraph shall also apply to
Owner Representative's CEI, the Engineer's Consultants, and assistants.
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Section III — General Conditions
10 CHANGES IN THE WORK
Without invalidating the Agreement and without notice to any surety, the Owner may, at any
time or from time to time, order additions, deletions or revisions in the Work. Such additions,
deletions or revisions will be authorized by a Written Amendment, a Change Order, or a Work
Change Directive. Upon receipt of any such document, Contractor sha11 promptly proceed with
the Work involved which will be performed under the applicable conditions of the Contract
Documents (except as may otherwise be specifically provided).
If the Owner and Contractor are unable to agree as� to the extent, if any, of an adjustment in the
Contract Price or an adjustment of the Contract Time that should be allowed as a result of a
Work Change D'uective, a claim may be made therefore as provided in these General Conditions.
Contractor shall not be entitled to an increase in the Contract Price or an extension of the
Contract Time with respect to any Work performed that is not required by the Contract
Documents as amended, modified and supplemented as provided in these General Conditions
except in the case of an emergency as provided or in the case of uncovering work as provided in
article for Uncovering Work.
The Owner and Contractor shall execute appropriate Change Orders or Written Amendments
recommended by Owner's Representative covering:
changes in the work which are (i) ordered by the Owner (ii) required because of acceptance
of defective work under the article for Acceptance of Defective Work or correcting defective
Work under the article for Owner May Correct Defective Work or (iii) agreed to by the
parties;
changes in the Contract Price or Contract Time which are agreed to by the parties; and
changes in the Contract Price or Contract Time which embody the substance of any rvritten
decision rendered by Owner's Representative pursuant to the article for Decisions on
Disputes;
provided that, in lieu of executing any such Change Order, an appeal may be taken from any
such decision in accordance with the provisions of the Contract Documents and applicable
Laws and Regulations, but during any such appeal, Contractor shall carry on the Work and
adhere to the progress schedule as provided in the article for Continuing the Work.
If notice of any change affecting the general scope of the work or the provisions of the Contract
Documents (including, but not limited to, Contract Price or Contract Time) is required by the
provisions of any Bond to be given to a surety, the giving of any such notice will be Contractor's
responsibility, and the amount of each applicable Bond will be adjusted accordingly.
11 CHANGES IN THE CONTRACT PRICE
11.1 CHANGES !N THE CONTRACT PRICE
The Contract Price constitutes the total compensation (subject to authorized adjustments)
payable to Contractor for performing the Work. All duties, responsibilities and obligations
assigned to or undertaken by Contractor shall be at Contractor's expense without change in the
Contract Price. The Contract Price may only be adjusted by a Change Order or by a Written
Amendment. Any claim for an adjustment in the Contract Price shall be based on a written notice
of claim stating the general nature of the claim, to be delivered by the party making the claim to
the other party and to Owner's Representative or promptly (but in no event later than thirty days)
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Section III — General Conditions
after the start of the occurrence or event giving rise to the claim. Notice of the amount of the:
claim with supporting data shall be delivered within sixty (60) days after the start of such.
occurrence or event, unless Owner's Representative allows additional time for claimant to�
submit additional or more accurate data in support of the claim, and sha11 be accompanied by
claimant's written statement that the claimed adjustment covers all known amounts to which the:
claimant is entitled as a result of said occurrence or event. No claim for an adjustment in the
Contract Price will be valid if not submitted in accordance with this pazagraph. The value of any
Work covered by a Change Order or of any claim for an adjustment in the Contract Price will be
determined as follows: (i) where the Work involved is covered by unit prices contained in the
Contract Documents, by application of such unit prices to the quantities of the items involved (ii)
where the Work involved is not covered by unit prices contained in the Contract Documents, by
a mutually agreed lump sum (which may include an allowance for overhead and profit), (iii)
where the Work is not covered by unit prices contained in the Contract Documents and
a g reement is reached to establish unit prices for the Wor k.
, Where the work involved is not covered by unit prices contained in the Contract Documents and
where the Owner's Representative, the Owner, the Engineer, the Engineer's Consultant, and
Contractor cannot mutually agree on a lump sum price, the City of Clearwater shall pay for
, directed changes in the WORK, on "COST REIMBURSEMENT" basis. The Contractor shall
apply for compensation, detailing Contractors forces, materials, equipment, subcontractors, and
other items of direct costs required for the directed work.
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The application for Cost Reimbursement sha11 be limited to the following items:
2.
Labor, including foremen, for those hours associated with the direct work (actual
payroll cost, including wages, fringe benefits, labor insurance and labor taa�es
established by law). Expressly excluded from this item are all costs associated with
negotiating the subj ect change.
Materials associated with the change, including sales tax. The costs of materials shall
be substantiated through vendors' invoices.
' 3. Rental or equivalent rental costs of equipment, including necessary transportation
costs if specifically used for the WORK. The rental rates shall not exceed the current
rental rates prevailing m the locality or as defined in the rental Rate Blue Book for
Construction Equipment (a.k.a. DataQuest Blue Book). The rental rate is defined as
�, the full-unadjusted base rental rate for the appropriate item of construction equipment
and shall cover the costs of all fuel, supplies, repairs, insurance, and other costs
, associated with supplying the equipment for work ordered. Contractor-owned
equipment will be paid for the duration of time required to complete the work. Utilize
lowest cost combination of hourly, daily, weekly, or montlily rates. Do not exceed
, estimated operating costs given in Blue Book. Operating costs will not be allowed for
equipment on stand-by.
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4. Additional costs for Bonds, Insurance if required by the City of Clearwater.
The following fixed fees shall be added to the costs of the directed work performed
by the Contractor or Subcontractor.
' A. A fixed fee of fifteen percent (15%) shall be added to the costs of Item 1 above. If
work is performed by a subcontractor, the Contractor's fee shall not exceed five
percent (5%), and the subcontractor's fee shall not exceed ten percent (10%).
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B. A iixed fee of ten percent (10%) shall be added to the costs of Item 2 above.
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Section III — General Conditions
C. No mazkup shall be added to the costs of Items 3 and 4.
The fixed fees shall be considered the full compensation for all cost of general
supervision, overhead, profit, and other general expense.
11.2 ALLOWANCES AND FINAL CONTRACT PRICE ADJUSTMENT
It is understood that Contractor has included in the Contract Price all allowances so named in the
Contract Documents and shall cause the Work so covered to be furnished and performed for such
sums as may be acceptable to Owner and Engineer. Contractor agrees that: (i) the allowances
include the cost to Contractor (less any applicable trade discounts) of materials and equipment
required by the allowances to be delivered at the Site, and all applicable taxes; and (ii)
Contractor`s costs for unloading and handling on the site, labor, installation costs, overhead,
profit and other expenses contemplated for the allowances have been included in the Contract
Price and not in the allowances and no demand for additional payment on account of any of the
foregoing will be valid.
Prior to final payment, an appropriate Change Order will be issued as recommended by Owner's
Representative to reflect actual amounts due Contractor on account of Work covered by
allowances and all the Work actually performed by the Contractor, and the Contract Price shall
be correspondingly adjusted.
11.3 UNIT PRICE WORK
Where the Contract Documents provide that all or part of the Work is to be Unit Price Work,
initially the Contract Price will be deemed to include for all Unit Price Work an amount equal to
the sum of the established unit price for each separately identified item of unit price work times
the estimated quantity of each item as indicated in the Agreement. The estimated quantities of
items of Unit Price Work are not guaranteed and aze solely for the purpose of comparison of
Bids and determining an initial Contract Price. Determinations of the actual quantities and
classifications of Unit Price Work performed by Contractor will be made by Owner's
Representa.tive. Each unit price will be deemed to include an amount considered by Contractor to
be adequate to cover Contractor's overhead and profit for each separately identified item. The
Owner or Contractor may make a claim for an adjustment in the Contract Price if: (i) the quantity
of any item of Unit Price Work performed by Contractor differs materially and significantly from
the estimated quantity of such item indicated in the Contract Documents; and (ii) there is no
corresponding adjustment with respect to any other item of Work; and (iii) if Contractor believes
that Contractor is entitled ta an increase in Contract Price as a result of having incurred
additional expense or the Owner believes that the Owner is entitled to a decrease in Contract
Price and the parties are unable to agree as to the amount of any such increase or decrease. On
unit price contracts, Owner endeavors to provide adequate unit quantities to satisfactorily
complete the construction of the project. It is expected that in the normal course of project
construction and completion that not all unit quantities will be used in their entireTy and that a
finalizing change order which adjusts contract unit quantities to those unit quantities actually
used in the construction of the project will result in a net decrease from the original Contract
Price. Such reasonable deduction of final Contract Price should be anticipated by the Contractor
in his original bid.
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Section III — General Conditions
12 CHANGES IN THE CONTRACT TIME
The Contract Time (or Milestones) may only be changed by a Change Order or a Written
Amendment. Any claim for an adjustment of the Contract Time (or Milestones) sha11 be based on
written notice delivered by the party making the claim to the other party and to Owner's
Representative promptly, but in no event later than thirty (30) days, after the occurrence of the
event giving rise to the claim and stating the general nature of the claim. Notice of the extent of'
the claim with supporting data shall be delivered within sixty (60) days after such occurrence,
unless Owner's Representative allows an additional period of time to ascertain more accurate
data in support of the claim, and shall be accompanied by the claimant's written statement that
the adjustrnent claimed is the entire adjustment to which the claimant has reason to believe it is
entitled as a result of the occurrence of said event. All claims for adjustment in the Contract
Time (or Milestones) sha11 be determined by Owner's Representative. No claim for an
adjustment in the Contract Time (or Milestones) will be valid if not submitted in accordance with
the requirements of this paragraph.
All time limits stated in the Contract Documents are of the essence of the Agreement.
Where Contractor is prevented from completing any part of the work within the Contract Time
' (or Milestones) due to delay beyond the control of Contractor, the Contract Time (or Milestones}
may be extended in an amount equal to the time lost due to such delay if a claim is made
therefore as provided in the article for Changes in the
, Work. Delays beyond the control of Contractor shall include, but not be limited to, acts by the
Owner, acts of utility owners or other contractors performing other work as contemplated by the
article for Other Work, fires, floods, epidemics, abnormal weather conditions or acts of God.
' Delays attributable to and within the control of a Subcontractor or Supplier shall be deemed to be
delays within the control of Contractor.
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Where Contractor is prevented from completing any part of the Work within the Contract Times
(or Milestones) due to delay beyond the control of both the Owner and Contractor, an extension
of the Contract Time (or Milestones) in an amount equal to fhe time lost due to such delay shall
be Contractor's sole and exclusive remedy for such delay. In no event shall the Owner be liable
to Contractor, any Subcontractor, any Supplier, any other person, or to any surety for or
employee or agent of any of them, for damages arising out of or resulting from (i) delays caused
by or within the control of Contractor, or (ii) delays beyond the control of both parties including
but not limited to fires, floods, epidemics, abnormal weather conditions, acts of God or acts by
utility owners or other contractors performing other work as contemplated by paragraph for
Other Work.
13 TESTS AND INSPECTIONS, CORRECTION, REMOVAL OR
ACCEPTANCE OF DEFECTIVE WORK
13.1 TESTS AND iNSPECTION
Contractor shall give Owner's Representative and Engineer timely notice of readiness of the
Work for all required inspections, tests or approvals, and shall cooperate with inspection and
testing personnel to facilitate required inspections or tests.
Contractor shall employ and pay for the services of an independent testing laboratory to perform
all inspections, tests, or approvals required by the Contract Documents. The costs for these
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Section III — General Conditions
inspections, tests or approvals shall be borne by the Contractor except as otherwise provided in
the Contract Documents.
If Laws or Regulations of any public body having jurisdiction require any Work (or part thereo fl
specifically to be inspected, tested or approved by an employee or other representative of such
public body including a11 Owner Building Departments and Owner Utility Departments,
Contractor shall assume full responsibility for arranging and obtaining such inspections, tests or
approvals, pay all costs in connection therewith, and furnish Owner's Representative the required
certificates of inspection or approval. Unless otherwise stated in the Contract Documents, Owner
pernut and impact fees will be waived. Contractor shall also be responsible for arranging and
obtaining and shall pay all costs in connection with any inspections, tests or approvals required
for Owner's and Engineer's acceptance of materials or equipment to be incorporated in the Work,
or of materials, mix designs, or equipment submitted for approval prior to Contractor's purchase
thereof for incorporation of the Work.
If any Work (or the work of others) that is to be inspected tested or approved is covered by
Contractor without written concurrence of Owner's Representative, it must, if requested by
Owner's Representative, be uncovered for observation. Uncovering Work as provided in this
paragraph shall be at Contractor's expense unless Contractor has given Owner's Representative
and Engineer timely notice of Contractor's intention to cover the same and Owner's
Representative has not acted with reasonable promptness in response to such notice.
13.2 UNCOVERING THE WORK
If any Work is covered contrary to the written request of Owner's Representative, it must, if
requested by Owner's Representative, be uncovered for Owner Representative's observation and
replaced at Contractor's expense.
If Owner's Representative considers it necessary or advisable that covered Work be observed by
Owner's Representative or inspected or tested by others, Contractor, at Owner Representative's
request, shall uncover, expose or otherwise make available for observation, inspection or testing
as Engineer or Owner's Representative 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 pay all claims, costs, losses and damages caused by, arising out of or resulting
from such uncovering, exposure, observation, inspection and testing and of satisfactory
replacement or reconstruction (including but not limited to all costs of repair or replacement of
work of others); and the Owner shall be entitled to an appropriate decrease in the Contract Price
for the costs of the investigation, and, if the parties are unable to agree as to the amount thereof,
may make a claim therefore as provided in the article for Change in Contract Price. If, however,
such Work is not found to be defective, Contractor shall be allowed an increase in the Contract
Price or an extension of the Contract Time (or Milestones), or both, directly attributable to such
uncovering, exposure, observation, inspection, testing, replacement and reconstruction; and, if
the parties are unable to agree as to the amount or extent thereof, Contractor may make a claim
therefore as provided the article for Change in Contract Price and Change of Contract Time.
13.3 OWNER'S REPRESENTATIVE MAY STOP THE WORK
If the Work is defective, or Contractor fails to supply sufficient skilled workers or suitable
materials or equipment, or fails to furnish or perform the Work in such a way that the completed
Work will conform to the Contract Documents, Engineer or Owner's Representative may order
Contractor to stop the Work, or any portion thereof, until ihe cause for such order has been
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Section III — General Conditions
eliminated; however, this right of Owner's Representative to stop the Work shall not give rise tcr
any duty on the part of Owner's Representative or Owner to exercise this right for the benefit o�f'
Contractor or any surety or other party. If the Owner's Representative stops Work under thi;;
pazagraph, Contractor shall be entitled to no e�ension of Contract Time or increase in Contrac�r
Price.
13.4 CORRECTION OR REMOVAL OF DEFECTIVE WORK
If required by Engineer or Owner's Representative, Contractor shall promptly, as directed, eithei•
, correct all defective Work, whether or not fabricated, installed or completed, or, if the Work has
been rejected by Engineer or Owner's Representative, remove it from the site and replace it with.
Work that is not defective. Contractor shall pay all claims, costs, losses and damages caused by
, or resulting from such correction or removal (including but not limited to all costs of repair or
replacement of work of others).
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13.5 WARRANTY/CORRECTION PERIOD
If within one year after the date of Substantial Completion or such longer period of time as may
be prescribed by Laws or Regulations or by the terms of any applicable special guarantee
required by the Contract Documents or by any specific pmvision of the Contract Documents, any
Work is found to be defective, Contractor shall promptly, without cost to the Owner and in
accordance with the Owner's written instructions; (i) correct such defective Work, or, if it has
been rejected by the Owner, remove it from the site and replace it with Work that is not defective
and (ii) satisfactorily correct or remove and replace any damage to other Work or the work of'
others resulting therefrom. If Contractor does not promptly comply with the terms of such
instructions, or in an emergency where delay would cause serious risk of loss or damage, the
Owner may have the defective Work corrected or the rejected. Work removed and replaced, and
all claims, costs, losses and damages caused by or resulting from such removal and replacement
(including but not limited to all costs of repair or replacement of work of others) will be paid by
Contractor.
In special circumstances where a particular item of equipment is placed in continuous service
before Final Completion of all the Work, the correction period for that item may start to run from
an earlier date if specifically and expressly so provided in the Specifications or by Written
Amendment.
Where defective Work (and damage to other Work resulting therefrom) has been corrected,
removed or replaced under this paragraph the correction period hereunder with respect to such
Work will be extended for an additional period of one year after such correction or removal and
replacement has been satisfactorily completed.
13.6 ACCEPTANCE OF DEFECTIVE WORK
If, instead of requiring correction or removal and replacement of defective Work, the Owner
prefers to accept it, the Owner may do so.
Contractor shall pay all claims, costs, losses and damages attributable to the Owner's evaluation
of and determination to accept such defective Work such costs to be approved by Owner's
Representative as to reasonableness. If any such acceptance occurs prior to Owner
Representative's recommendation of final payment, a Change Order will be issued incorporating
the necessary revisions in the Contract Documents with respect to the Work; and the Owner shall
be entitled to an appropriate decrease in the Contract Price, and, if the parties are unable to agree
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Section III — General CondiUons
as to the amount thereof, the Owner may make a claim therefore
Change of Contract Price. If the acceptance occurs after the
recommendation for fmal payment an appropriate amount will be
Owner.
13.7 OWNER MAY CORRECT DEFECTIVE WORK
as provided in article for
Owner Representative's
paid by Contractor to the
If Contractor fails within a reasonable time after written notice from Owner's Representative to
correct defective Work or to remove and replace rejected Work as required by Owner's
Representative in accordance with the article for Correction and Removal of Defective Work or
if Contractor fails to perform the Work in accordance with the Contract Documents, or if
Contractor fails to comply with any other provision of the Contract Documents, the Owner may,
after seven days' written notice to Contractor, correct and remedy any such deficiency. In
exercising the rights and remedies under this paragraph the Owner shall proceed expeditiously.
In connection with such corrective and remedial action, the Owner may exclude Contractor from
all or part of the site, take possession of all or part of the Work, and suspend Contractor's
services related thereto, and incorporate in the Work all materials and equipment stored at the
site or for which the Owner has paid Contractor but which are stored elsewhere. Contractor shall
allow Owner, Owner's Representatives, Agents and employees, the Owner's other contractors,
and Owner's Representative, Engineer, and Engineer's Consultants access to the site to enable
the Owner to exercise the rights and remedies under this paragraph. All claims, costs, losses and
damages incurred or sustained by the Owner in exercising such rights and remedies will be
charged against Contractor and a Change Order will be issued incorporating the necessary
revisions in the Contract Documents with respect to the Work; and the Owner shall be entitled to
an appropriate decrease in the Contract Price, and, if the parties are unable to agree as to the
amount thereof, the Owner may make a claim therefore as provided in the article for Change of
Contract Price. Such claims, costs, losses and damages will include but not be limited to all costs
of repair or replacement of work of others destroyed or damaged by correction, removal or
replacement of Contractor's defective Work. Contractor shall not be allowed an extension of the
Contract Time (or Milestones) because of any delay in the performance of the Work amibutable
to the exercise by the Owner of the Owner's rights and remedies hereunder.
'i4 PAYMENTS TO CONTRACTOR AND COMPLETION
Requests for payment shall be processed in accordance with F.S. 218.735 and as described
herein. Progress payments on account of Unit Price Work will be based on the number of units
completed.
14.1 APPLICATION FOR PROGRESS PAYMENT
Contractor shall submit (not more often than once a month) to Owner's Representative for
review an Application for Payment filled out and signed by Contractor covering the Work
completed as of the 25th of each month and accompanied by such supporting documentation as
is required by the Owner's Representative and the Contract Documents. Unless otherwise stated
in the Contract Documents, payment will not be made for materials and equipment not
incorporated in the Work. Payment will only be made for that portion of the Work, which is fully
installed including all materials, labor and equipment. A retainage of not less than five (5%) of
the amount of each Application for Payment for the total of all Work, including as-built survey
and Tnspector overtime reimbursement, completed to date will be held until final completion and
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Section III — General Conditions
acceptance of the Work covered in the Contract Documents. No progress payment shall be;
construed to be acceptance of any portion of the Work under contract.
, The Contractor shall review with the Engineer or the Construction Inspector all quantities and'.
work for which payment is being applied for and reach agreement prior to submittal of an,
Official Pay Request. The Engineer or the Construction Inspector will verify that the on-site�
, marked up as-built drawings are up to date with the work and are in compliance with the
Contract Documents.
In addition to all other payment provisions set out in this contract, the Owner's Representative
, may require the Contractor to produce for Owner, within fifteen (15) days of the approval of any
progress payment, evidence and/or payment affidavit that a11 subcontractors and suppliers have
been paid any sum or sums then due. A failure on the part of the contractor to provide the report
, as required herein shall result in further progress or partial payments being withheld until the
report is provided.
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14.2 CONTRACTOR'S WARRANTY OF TITLE
Contractor warrants and guarantees that title to all Work, materials and equipment covered by
any Application for Payment, whether incorporated in the Project or not, will pass to the Owner
no later than the time of payment, free and clear of liens. No materials or supplies for the Work
sha11 be purchased by Contractor or Subcontractor subject to any chattel mortgage or under a
conditional sale contact or other agreement by which an interest is retained by the seller.
Contractor warrants that he has good title to all materials and supplies used by him in the Work,
free from all liens, claims or encumbrances. Contractor sha11 indemnify and save the Owner
harmless from all claims growing out of the lawful demands of Subcontractors, laborers,
workmen, mechanics, materialmen, and furnisher's of machinery and parts thereof, equipment,
power tools, and all supplies incurred in the furtherance of the performance of this Contract.
Contractor shall at the Owner's request, furnish satisfactory evidence that all obligations of the
nature hereinabove designated have been paid, discharged, or waived. If Contractor fails to do
so, then the Owner may, after having served written notice on said Contractor either pay unpaid
bills, of which the Owner has written notice, or withhold from the Contractor's unpaid
compensation a stun of money deemed reasonably sufficient to pay any and all such lawful
claims until satisfactory evidence is furnished that all liabilities have been fully discharged,
whereupon payment to Contractor sha11 be resumed in accordance with the terms of this
Contract, but in no event sha11 the provisions of this sentence be construed to impose any
obligations upon the Owner to the Contractor or the Surety. In paying any unpaid bills of the
Contractor, the Owner shall be deemed the agent of Contractor and any payment so made by the
Owner shall be considered as payment made under the Contract by the Owner to Contractor, and
the Owner sha11 not be liable to Contractor for any such payment made in good faith.
14.3 REVIEW OF APPLICATIONS FOR PROGRESS PAYMENTS
The Owner's Representative will within twenty (20) business days after receipt authorize and
process payment by the Owner a properly submitted and documented Application for payment,
unless the application requires review by an Agent. If the Application for payment requires
review and approval by an Agent, properly submitted and documented Applications for payment
will be paid by the Owner within twenty-five (25) business days. If an Application for payment
is rejected, notice shall be given within twenty (20) business days of receipt indicating the
reasons for refusing payment. The reasons for rejecting an Application will be submitted in
writing, specifying deficiencies and identifying actions that would make the Application proper.
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Section III — General Conditions
In the latter case, Contractor may make the necessary corrections and resubmit the Application.
The Owner's Representative or Agent may refuse to recommend the whole or any part of any
payment to Owner. Owner's Representative or Agent may also refuse to recommend any such
payment, or, because of subsequently discovered evidence or the results of subsequent
inspections or test, nullify any such payment previously recommended, to such extent as may be
necessary in Owner Representative's or Agent's opinion to protect the Owner from loss because:
(i) the Work is defective, or completed Work has been damaged requiring correction or
replacement, (ii) the Contract Price has been reduced by amendment or Change Order, (iii) the
Owner has been required to correct defective Work or complete Work, or (iv) Owner's
Representative or Agent has actual knowledge of the occurrence of any of the events enumerated
in the article on Suspension of Work and Termination.
The Owner may refuse to make payment of the full amount recommended by the Owner's
Representative or Agent because: (i) claims have been made against the Owner on account of
Contractor's performance or furnishing of the Work, (ii) Liens have been filed in connection with
the Work, except where Contractor has delivered a specific Bond satisfactory to the Owner to
secure the satisfaction and discharge of such Liens, (iii) there are other items entitling the Owner
to a set-off against the amount recommended, or (iv) the Owner has actual knowledge of any of
the events described in this paragraph. The Owner shall give Contractor notice of refusal to pay
in accordance with the time constraints of this section with a copy to the Owner's Representative
or Agent, stating the reasons for such actions, and Owner shall promptly pay Contractor the
amount so withheld, or any adjustment thereto agreed to by the Owner and Contractor, when
Contractor conects to the Owner's satisfaction the reasons for such action.
14.4 PARTIAL UTILIZATION
Use by the Owner at the Owner's option of any substantially completed part of the Work which
(i) has specifically been identified in the Contract Documents, or (ii) Owner, Engineer, Owner's
Representative, and Contractor agree constitutes a separately functioning and usable part of the
Work that can be used by the Owner for its intended purpose without significant interference
with Contractor's performance of the remainder of the Work, may be accomplished prior to Final
Completion of all the Work subject to the following:
The Owner at any time ma.y request Contractor in writing to permit the Owner to use any such
part of the Work which the Owner believes to be ready for its intended use and substantially
complete. If Contractor agrees that such part of the Work is substantially complete, Contractor
will certify to Owner, Owner's Representative, and Engineer that such part of the Work is
substantially complete and request Owner's Representative to issue a certificate of Substantial
Completion for that part of the Work. Contractor at any time may notify Owner, Owner's
Representative, and Engineer in writing that Contractor considers any such part of the Work
ready for its intended use and substantially complete and request Owner's Representative to
issue a certificate of Substantial Completion for that part of the Work. Within a reasonable time
after either such request, Owner, Contractor, Owner's Representative, and Engineer shall make
an inspection of that part of the Work to determine its status of completion. If Engineer does not
consider that part of the Work to be substantially complete, Engineer will notify Owner, Owner's
Representative, and Contractor in writing giving the reasons therefore. If Engineer considers that
part of the Work to be substantially complete, the provisions of the articles for Substantial
Completion and Partial Utilization will apply with respect to certification of Substantial
Completion of that part of the Work and the division of responsibility in respect thereof and
access thereto.
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14.5 FINAL INSPECTI4N
Section III — General Conditions
Upon written notice from Contractor that the entire Work or an agreed portion thereof is
' complete, Owner's Representative will make a final inspection with Engineer, Owner and
Contractor and will within thirty (30) days notify Contractor in writing of particulars in which
this inspection reveals that the Work is incomplete or defective. The Owner's Representative will
� produce a final punch list, deliver it to the Contractor within five (5) days of completion and
assign a date for this work to be completed not less than thirty (30) days from delivery of the list.
Failure to include any corrective work or pending items does not alter the responsibility of the
, contractor to complete all the construction services purchased pursuant to the contract.
Contractor shall immediately take such measures as are necessary to complete such Work or
remedy such deficiencies.
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14.6 FINAL APPLICATION FOR PAYMENT
After Contractor has completed all such corrections to the satisfaction of Owner's Representative
and has delivered in accordance with the Contract Documents all maintenance and operating,
instructions, As-built/Record Drawings, schedules, guarantees, Bonds, certificates or other
evidence of insurance required by the paragraph for Bonds and Insurance, certificates of'
inspection, Inspector overtime reimbursement as required in the Contract Documents and other
documents, Contractor may make application for final payment following the procedure for•
progress payments. The fnal Application for Payment shall be accompanied (except as
previously delivered) by: (i) all documentation called for in the Contract Documents, including
but not limited to the evidence of insurance required by paragraph for Bonds and Insurance, (ii}
consent of the surety, if any or if necessary, to final payment, and (iii) complete and legally
effective releases or waivers (satisfactory to the Owner) of all Liens arising out of or filed in.
connection with the Work. In lieu of such releases or waivers of Liens and as approved by the:
Owner, Contractor may furnish receipts or releases in full and an affidavit of Contractor that: (i)�
the releases and receipts include all labor, services, material and equipment for which a Lien.
could be filed, and (ii) all payrolls, material and equipment bills and other indebtedness,
connected with the Work for which the Owner or the Owner's property might in any way be:
responsible have been paid or otherwise satisfied. If any Subcontractor or Supplier fails to�
furnish such a release or receipt in full, Contractor may furnish a Bond or other collateral.
satisfactory to the Owner to indemnify the Owner against any Lien.
Prior to application for final payment, Contractor shall clean and remove from the premises all.
surplus and discazded materials, rubbish, and temporary structures, and shall restore in an�
acceptable manner all property, both public and private, which has been damaged during the:
prosecution of the Work, and shall leave the Work in a neat and presentable condition.
14.7 FINAL PAYMENT AND ACCEPTANCE
If through no fault of Contractor, final completion of the Work is significantly delayed and iif'
Owner's Representative so confirms, the Owner shall, upon receipt of Contractor's fina'.l
Application for payment and recommendation of Owner's Representative, and without
terminating the Agreement, make payment of the balance due for that portion of the Work fully
completed and accepted. If the remaining balance to be held by the Owner for Work not fully
completed or conected is less than the retainage stipulated in the Agreement, and if Bonds have;
been furnished as required in pazagraph for Bonds and Insurance, the written consent of thE;
surety to the payment of the balance due for that portion of the Work fully completed an�l
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Section III — General Conditions
accepted shall be submitted by Contractor to Owner's Representative with the Application for
such payment. Such payment shall be made under the terms and conditions governing final
payment, except that such payment shall not constitute a waiver of claims.
If on the basis of Owner Representative's observation of the Work during construction and final
inspection, and Owner Representative's review of the imal Application for Payment and
accompanying documentation, all as required by the Contract Documents, Owner's
Representative is satisfied that the Work has been completed and Contractor's other obligations
under the Contract Documents have been fulfilled, Owner's Representative will indicate in
writing his recommendation of payment and present the Application to Owner for payment.
Thereupon, Owner's Representative will give written notice to Owner and Contractor that the
Work is acceptable subject to the provisions of this article. Otherwise, Owner's Representative
will retum the Application to Contractor, indicating in writing the reasons for refusing to
recommend final payment, in which case Contractor shall make the necessary corrections and
resubmit the Application. If the Application and accompanying documentation are appropriate as
to form and substance, the Owner shall, within twenty (20) days after receipt thereof pay
contractor the amount recommended by Owner's Representative.
14.8 WAIVER OF CLAIMS
The making and acceptance of final payment will constitute: a waiver of all claims by the Owner
against Contractor, except claims arising from unsettled Liens, from defective Work appearing
after final inspection, from failure to comply with the Contract Documents or the terms of any
special guarantees specified therein, or from Contractor's continuing obligations under the
Contract Documents; and a waiver of all claims by Contractor against the Owner other than
those previously made in writing and still unsettled.
15 SUSPENSION OF WORK AND TERMINATION
15.1 OWNER MAY SUSPEND THE WORK
At any time and without cause, Owner's Representative may suspend the Work or any portion
thereof for a period of not more than ninety (90) days by notice in writing to Contractor, which
will fix the date on which Work will be resumed. Contractor shall resume the Work on the date
so fixed. Contractor shall be allowed an adjustment in the Contract Price or an extension of the
Contract Times, or both, directly attributable to any such suspension if Contractor makes an
approved claim therefore as provided in the articles for Change of Contract Price and Change of
Contract Time.
15.2 OWNER MAY TERMINATE
Upon the occurrence of any one or more of the following events; if Contractor persistently fails
to perform the work in accordance with the Contract Documents (including, but not limited to,
failure to supply suf�'icient skilled workers or suita.ble materials or equipment or failure to adhere
to the progress schedule as adjusted from time to time);
if Contractor disregards Laws and Regulations of any public body having jurisdiction;
if Contractor disregards the authority of Owner's Representative;
if Contractor otherwise violates in any substantial way any provisions of the Contract
Documents; or if the Work to be done under this Contract is abandoned, or if this
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Section III — General Conditions
Contract or any part thereof is sublet, without the previous written consent of the
Owner, or if the Contract or any claim thereunder is assigned by Contractor otherwise
than as herein specified, or at any time Owner's Representative certifies in writing to
the Owner that the rate of progress of the Work or any part thereof is unsatisfactory or
that the work or any part thereof is unnecessarily or unrea.sonably delayed.
� The Owner may, after giving Contractor (and the surety, if any), seven days' wriiten notice and,
to the extent permitted by Laws and Regulations, terminate the services of Contractor, exclude
Contractor from the site and take possession of the Work and of all Contractor's tools,
� appliances, construction equipment and machinery at the site and use the same to the full extent
they could be used by Contractor (without liability to Contractor for trespass or conversion),
incorporate in the Work all materials and equipment stored at the site or for which the Owner has
� paid Contractor but which are stored elsewhere, and finish the Work as the Owner may deem
expedient. In such case Contractor shall not be entitled to receive any further payment until the
Work is finished. If the unpaid balance of the Contract Price exceeds all claims, costs, losses and
� damages sustained by the Owner arising out of or resulting from completing the Work such
excess will be paid to Contractor.
If such claims, costs, losses and damages exceed such unpaid balance, Contractor sha11 pay the
� difference to the Owner. Such claims, costs, losses and damages incurred by the Owner will be
reviewed by Owner's Representative as to their reasonableness and when so approved by
Owner's Representative incorporated in a Change Order, provided that when exercising any
� rights or remedies under this paragraph the Ovmer shall not be required to obtain the lowest price
for the Work performed.
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Where Contractor's services have been so terminated by the Owner, the termination will not
affect any rights or remedies of the Owner against Contractor then existing or which may
thereafter accrue. Any retention or payment of moneys due Contractor by the Owner will not
release Contractor from liability.
Upon seven (7) days' written notice to Contractor and Owner's Representative, the Owner may,
without cause and without prejudice to any other right or remedy of the Owner, elect to terminate
the Agreement. In such case, Contractor sha11 be paid (without duplication of any items):
for completed and acceptable Work executed in accordance with the Contract
Documents prior to the effective date of termination, including fair and reasonable
sums for overhead and profit on such Work;
for expenses sustained prior to the effective date of termination in performing services
� and fiunishing labor, materials or equipment as required by the Contract Documents in
connection with uncompleted Work, plus fair and reasonable sums for overhead and
profit or� such expenses;
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for all claims, costs, losses and damages incurred in settlement of terminated contracts
with Subcontractors, Suppliers and others; and for reasonable expenses directly
attributable to termination.
Contractor shall not be paid on account of loss of anticipated profits or revenue or other
economic loss arising out of or resulting from such termination.
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Section III — General Conditions
15.3 CONTRACTOR MAY STOP WORK OR TERMINATE
If, through no act or fault of Contractor, the Work is suspended for a period of more than ninety
(90) days by the Owner or under an order of court or other public authority, or the Owner's
Representative fails to act on any Application for Payment within thirty (30) days after it is
submitted or the Owner fails for thirty (30) days to pay Contractor any sum finally determined to
be due, then Contractor may, upon seven (7) days' written notice to the Owner and Owner's
Representative, and provided the Owner or Owner's Representative does not remedy such
suspension or failure within that time, terminate the Agreement and recover from the Owner
payment on the same terms as provided in the article for the Owner May Terminate. However, if
the Work is suspended under an order of court through no fault of Owner, the Contractor shall
not be entitled to payment except as the Court may direct. In lieu of terminating the Agreement
and without prejudice to any other right or remedy, if Owner's Representative has failed to act
on an Application for Payment within thirty (30) days after it is submitted, or the Owner has
failed for thirty (30) days to pay Contractor any sum fmally determined to be due, Contractor
may upon seven (7) day's written notice to the Owner and Owner's Representative stop the Work
until payment of all such a�nounts due Contractor. The provisions of this article are not intended
to preclude Contractor from making claim under paragraphs for Change of Contract Price or
Change of Contract Time or otherwise for expenses or damage directly attributable to
Contractor's stopping Work as permitted by this article.
1f DISPUTE RESOLUTION
If and to the extent that the Owner and Contractor have agreed on the method and procedure for
resolving disputes between them that may arise under this Agreement, such dispute resolution
method and procedure will proceed. If no such agreement on the method and procedure for
resolving such disputes has been reached, subject to the provisions of the article for Decisions on
Disputes, the Owner and Contractor may exercise such rights or remedies as either may
otherwise have under the Contract Documents or by Laws or Regulations in respect of any
dispute provided, however, that nothing herein shall require a dispute to be submitted to binding
azbitration.
17 MISCELLANEOUS
17.1 SUBMITTAL AND DOCUMENT FORMS
The form of all submittals, notices, change orders, pay applications, logs, schedules and other
documents permitted or required to be used or transmitted under the Contract Documents shall
be determined by the Owner's Representative subject to the approval of Owner.
17.2 GtVING NOTICE
Whenever any provision of the Contract Documents requires the giving of written notice, notice
will be deemed to have been validly given if delivered in person to the individual or to a member
of the iirm or to an officer of the corporation for whom it is intended, or if delivered or sent by
registered or certified mail, postage prepaid, to the last business address known to the giver of
the notice.
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Section III — General Conditions
17.3 NOTICE OF CLAIM
Should the Owner or Contractor suffer injury or damage to person or property because of any
error, omission or any act of the other party or of any of the other party's officers, employees or
agents or others for whose acts the other party is legally liable, claim will be made in writing to
the other party within a reasonable time of the first observance of such injury or damage. The
provisions of this pazagraph sha11 not be construed as a substitute for or a waiver of the
provisions of any applicable statute of limitations or repose.
17.4 PROFESSIONAL FEES AND COURT COSTS INCLUDED
Whenever reference is made to "claims, costs, losses and damages," the phrase shall include in
each case, but not be limited to, all fees and chazges of engineers, architects, attorneys and other
professionals and a11 court or other dispute resolution costs.
17.5 ASSIGNMENT OF CONTRACT
The Contractor shall not assign this contract or any part thereof or any rights thereunder without
the approval of Owner, nor without the consent of surety unless the surety has waived its rights
to notice of assignment.
17.6 RENEWA� OPTION
Annual Contracts issued through the Engineering Department may be renewed for up to two (2)
yeazs, upon mutual consent of both the Owner and the Contractor/Vendor. All terms, conditions
and unit prices shall remain constant unless otherwise specified in the contract specifications or
in the Invitation to bid. Renewals shall be made at the sole discretion of the Owner, and must be
agreed to in writing by both parties. All renewals are contingent upon the availability of funds,
and the satisfactory performance of the Contractor as determined by the Construction
Department.
17.7 ROLL-OFF CONTAINERS AND/OR DUMPSTERS
All City construction projects shall utilize City of Clearwater Solid Waste roll-off containers
and/or dzunpsters for their disposal needs. For availability or pricing contact Mike Pryor at the
City of Clearwater, Solid Waste Department, phone: (727) 562-4923 or email:
Michael.P�(a�mvClearwater.com.
18 ORDER AND LOCATION OF THE WORK
The City reserves the right to accept and use any portion of the work whenever it is considered to
the public interest to do so. The Engineer shall have the power to direct on what line or street the
Contractor sha11 work and order thereof.
19 MATERIAL USED
All material incorporated into the final work shall be new material unless otherwise approved by
the Engineer. Tf requested by the Engineer, the Contractor sha11 furnish purchase receipts of all
materials.
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Section III — General Conditions
20 CONFLICT BETWEEN PLANS AND SPECIFICATIONS
The various Contract Documents shall be given precedence, in case of conflict, error or
discrepancy, as follows: Modifications, Contract Agreement, Addenda, Supplementary General
Conditions, General Conditions, Supplementary Technical Specifications, Technical
Specifications, Drawings. In a series of Modifications or Addenda the latest will govern.
21 OWNER DIRECT PURCHASE (ODP) OPTION
The Owner reserves the right, when identified during the bidding process as part of the project's
documents, to contract with the Contractor to purchase certain portions of materials identified in
the project as a sales tax savings option in compliance with Florida Law since the Owner is
exempt from payment of sales tax. The Contract price includes Florida sales and other applicable
taxes for materials, supplies, and equipment, which will be a part of the Contractor's work. The
Owner, being exempt from sales tax, reserves the right to make direct purcha.ses of various
construction materials included in the Contractor's contract. The Owner purchasing of
construction materials, if selected, will be administered on a deductive Change Order basis.
Additionally, Purchase Orders will include Owner's Certificate of Exemption number. See
SECTION N, ARTICLE 1.1 - SCOPE DESCRIPTION for ODP items included in the Contract
Documents and the APPENDIX for ODP Documents.
22 RESIDENT NOTIFICATION OF START OF CONSTRUCTION
22.1 GENERAL
T'he Contractor shall notify all residents along the construction route or within a 500-foot radius,
unless stated otherwise in the Contract Documents, with a printed door hanger notice indicating
the following information about the proposed construction work and the Contractor perfornning
the work: City seal or logo; the scheduled date for the start of construction; the type of
construction; general sequence and scheduling of conshuction events; possibility of water
service disruption andlor colored water due to construction efforts; Contractor's name, the
Superintendent's name, Contractor address and telephone number; Contractor's company logo
(optional); requirement for residents to remove landscaping and/or other private appurtenances
which are in conflict with the proposed construction; and other language as appropriate to the
scope of Contract work. Sample door hanger including proposed language shall be approved by
the City prior to the start of construction. Notification shall be printed on brightly colored and
durable card stock and shall be a minamum of 4-'/4 by 11 inches in size. Notification (door
hanger) shall be posted to residences and businesses directly affected by the Contractor's
activities no later than seven (7) days prior to the start of construction activity. Directly affected
by the Contractor's activities shall mean a11 Contractor operations including staging areas,
equipment and material storage, principal access routes across private property, etc. Contractor
cannot start without proper seven (7) day notice period to residents. Contractor is required to
maintain sufficient staff to answer citizen inquiries during normal business hours and to maintain
appropriate message recording equipment to receive citizen inquires after business hours.
Resident notification by the Contractor is a non-specific pay item to be included in the bid items
provided in the contract proposal.
22.2 EXAMPLE
CITY SEAL
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Section III — General Conditions
Of
CITY OF CLEARWATER
NOTICE OF CONSTRUCTION
TODAY' S DATE: / /
PLEASE EXCUSE US FOR ANY INCONVENIENCE
We are the construction contractor performing (state rype of contract) for the City of Clearwater
in your area. The work will be performed in the public right-of-way adjacent to your property.
This notice is placed a minimum of seven (7} days in advance of construction to notify property
owners of the pending start of construction.
(Brief description of the construction process to be expected by the property owners)
The construction process may necessitate the removal of certain items from the right-of-way.
Typical items such as sprinklers, grass, and postal approved mailboxes will be replaced by the
contractor within a reasonably short period of time. The replacement of driveways and sidewalks .
will be made using standard asphalt or concrete materials. The property owner is responsible for '
the expense and coordination to replace driveways and sidewalks wluch have customized colors, i
textures andlor materials. Small trees, shrubs, landscaping materials; unauthorized mailboxes ori
structures within the right-of-way which must be removed due to the construcrion process will
not be replaced. The property owner is responsible to relocate any such items which the property
owner wishes to save prior to the start of construction. Vehicles pazked on the streets or within
the right-of-way may be required to be placed elsewhere.
We are available to answer any questions you may have regarding the construction process or
any particular item that must be relocated. Please contact our Construction Manager
at (727) . We will be more than happy to assist you.
Construction is anticipated to begin on:
Company Name
Company Address
Contractor Phone Number
23 PROJECT INFORMATION SIGNS
23.1 SCOPE AND PURPOSE
The Owner desires to inform the general public on the Owner's use and expenditure of public
� funding for general capital improvement and maintenance projects. To help accomplish this
purpose, the Contractor is required to prepare and display public project information signs during
the full course of the contract period. These signs will be displayed at all location(s) of active
� work. Payment to Contractor for the preparation, installation and management of project sign(s)
sha11 be included in the cost of the work. The number of and type of signs will be stated in
SECTION IV, ARTICLE 1.1— SCOPE DESCRIPTION.
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23.2 TYPE OF PROJECT SIGN, FIXED OR PORTABLE
Sign type shall be "fixed" on stationary projects and "portable" on projects which have extended
locations or various locations. The particular wording to be used on the signs will be determined
after contract award has been approved. Contractor will be provided the wording to be used on
sign at the preconstruction conference.
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Section III — General Conditions
23.3 FIXED SIGN
Fixed sign shall be 4-foot by 6-foot (4'x6') in size and painted on a sheet of exterior grade
plywood of the same size and a minimum thickness of 1/2-inches. Sign shall be attached to a
minimum of two (2) 4-inch by 4-inch (4"x4"} below grade pressure treated (P.T.) wooden posts
and braced as necessary for high winds. Posts shall be long enough to provide secure anchoring
in the ground. Bottom of sign must be a minimum of 24-inches above the ground. Altemate
mounting system or attachment to fencing or other iixed struciure can be considered for
approval. Sign shall be painted white on both sides with exterior rated paint.
23.4 PORTABLE SIGNS
Portable sign shall be a minimum of 24-inches by 30-inches (24"x30") in size and will be
attached to a standard sized portable traffic barricade. Sign material shall be aluminum, O.Q80-
inches or thicker, background of white reflective sheeting, and shall be silkscreen or vinyl
lettering. Portable sign shall be two signs located and attached to each side of the traffic
barricade.
23.5 SIGN COLORING
Background shall be white. Project Descriptive Name shall be in blue lettering. All other
lettering shall be black. Basic lettering on sign shall be in all capital letters, of size proportional
to the sign itself. Each sign shall depict the City's sun and waves logo. The color of the sun shall
be pantone yellow; the wave shall be process blue; and the text shall be black.
23.6 SIGN PLACEMENT
Signs shall be placed where they are readily visible by the general public which pass by the
project site. Signs are not to be placed where they may become a hazard or impediment to either
pedestrian or vehicular traffic. For construction projects outside of the Owner's right-of-way, the
signs will be placed on the project site. For projects constructed inside of the Owner's right-of-
way, the signs will be placed in the right-of-way. Portable signs are to be moved to the locations
of active work on the project. Multiple portable signs will be necessary where work is ongoing in
several locations at the same time. Fixed signs are to be placed at the start of construction and
will remain in place until the request for final payment.
23.7 SIGN MAINTENANCE
The Contractor is responsible for preparation, installation, movement, maintenance, replacement,
removal and disposal of all project signs during the full course of the contract period. The
Contractor will place and secure portable signs from dislocation by wind or other actions. Signs
are to be cleaned as necessary to maintain legibility and immediately replaced if defaced.
SectionIII.doc Page 44 of 49 7/31/2012
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Section III — General Conditions
23.8 TYPICAL PROJECT SIGN
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�DEPARTMENT NAME) PROJECT
N� CONTRACTOR:
COMPLETION DATE:
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24 AWARD OF CONTRACT, WORK SCHEDULE AND
GUARANTEE
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It will be required that the work will commence not later than five (5) calendar days after the
Engineer gives written notice to proceed (NTP), which notice shall be given as outlined in
Article 2 of these General Conditions.
It is further required that all work within this contract be completed within the indicated number
of consecutive calendar davs as determined in SECTION N, ARTICLE 1.1 - SCOPE
DESCRIPTION. Contract date to commence at issuance of notice to proceed. If the Contractor
fails to complete the work within the stipulated time, the City will retain the amount stated in the
Contract, per calendar day, for each day that the contract rennains incomplete. The work shall be
discontinued on Saturdays, Sundays, and approved Holidays. If it becomes necessary for the
Contractor to perform work on Saturdays, Sundays, and approved City of Clearwater Employee
Holidays, that in the opinion of the Engineer, will require the presence of Inspectors, the
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Section III — General Conditions
Contractor shall pay the City of Clearwater, Florida, the amount of Four Hundred Eighty Dollars
($480.00) per each eight-hour (8) day for each Inspector given such assignment.
The Contractor shall remedy any defects in the work at his own expense and pay for any damage
to other work resulting therefrom which appear within a period of one (1) year from the date of
fmal acceptance.
25 SCRUTINIZED COMPANIES AND BUSINESS OPERATIONS
WITH CUBA AND SYRIA CERTIFICATION FORM
Any company, individual, principal, subsidiary, affiliate, or owner on the Scrutinized Companies
with Activities in Sudan List, the Scrutinized Companies with Activities in the Iran Petroleum
Energy Sector List, or is engaged in business operations in Cuba or Syria, is ineligible for, and
may not bid on, submit a proposal for, or enter into or renew a contract with the City of
Clearwater for goods or services for an amount equal to or greater than one million
($1,000,000.00) dollars. Therefore, if applicable, each entity submitting a bid, proposal, or
response to a solicitation must certify to the City of Clearwater that it is not on either list or
engaged in business operations in Cuba or Syria at the time of submitting a bid, proposal or
response, in accordance with section 287.135, Florida Statutes. Business Operations means, for
purposes speciiically related to Cuba or Syria, engaging in commerce in any form in Cuba or
Syria, including, but not limited to, acquiring, developing, maintaining, owrung, selling,
possessing, leasing, or operating equipment, facilities, personnel, products, services, personal
property, real property, military equipment, or any other apparatus of business or commerce.
The certification form (the Certification) is attached hereto, and it must be submitted, along with
all other relevant contract documents, at the time of submitting a bid, proposal, or response.
Failure to provide the Certification may deem the entity's submittal non-responsive. If the City
of Clearwater determines that an entiiy has submitted a false certifcation form, been placed
either on the Scrutinized Companies with Activities in Sudan List or the Scrutinized Companies
with Activities in the Iran Petroleum Energy Sector List, (for contracts entered into or renewed
on or after July 1, 2011 through June 30, 2012), or submitted a false certification form, has been
placed either on the Scrutinized Companies with Activities in Sudan List or the Scrutinized
Companies with Activities in the Iran Petroleum Energy Sector List or been engaged in business
operations in Cuba or Syria, (for contracts entered into or renewed on or after July 1, 2012) then
the contract may be terminated at the option of the City of Clearwater. Other than the submission
of a false certification, the option to waive the aforementioned deficiencies mentioned in the
previous sentence may be asserted on a case-by-case basis, at the sole discretion of the City of
Clearwater, if to the following conditions are found to e�st:
A. For Scrutinized Companies with Activities in Sudan List or the Scrutinized Companies
with Activities in the Iran Petroleum Energy Sector List, (all of the following must
occur):
1. The scrutinized business operations were made before July 1, 2011.
2. The scrutinized business operations have not been expanded or renewed after July
1, 2011.
SectionIII.doc
3. The City of Clearwater deternunes that it is in the best interest of the City to
contract with the company or entity.
Page 46 of 49
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Section III — General Conditions
4. The company or entity has adopted, has publicized and is implementing a formal
plan to cease scrutinized business operations and to refrain from engaging in any
new scrutinized business operations.
B. For Companies Engaged in Business �perations in Cuba or Syria:
l. The business operations were made before July 1, 2012.
2. The business operations have not been expanded or renewed after July 1, 2012.
3. The City of Clearwater determines that it is in the best interest of the City to
contract with the company or entity.
4. The company or entity has adopted, has publicized, and is implementing a formal
plan to cease business operations and to refrain from engaging in any new
business operations in Cuba or Syria.
Further, the City may a11ow a company to bid on, submit a proposal for, or enter into or renew a
contract with the City of Clearwater for goods or services for an amount equal to or greater than
one million ($1,000,000.00) dollazs, if the City makes a public finding that, absent one of the
above exemptions, the City would otherwise be unable to obtain goods or services for which the
contract is offered.
The City retains the right to pursue civil penalties and any other applicable rights and remedies
as provided by law for the false submission of the attached certification form.
SectionIII.doc Page 47 of 49 7/31/201:!
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Section III — General Conditions
SCRUTINIZED COMPANIES AND BUSINESS OPERATIONS WITH CUBA AND �
SYRIA CERTIFICATION FORM
TKIS FORM MUST BE COMPLETED AND SUBMITTED W.iTH THE BID PROPOSAL.
FAILURE TO SUBMIT THIS FORM AS REQUIRED, MAY DEEM YOUR SUBMITTAL
NONRESPONSIVE.
The affiant, by virtue of the signature below, certifies that:
1. The vendor, company, individual, principal, subsidiary, �liate, or owner is aware of the
requirements of section 287.135, Florida Statutes, regarding companies on the
Scrutinized Companies with Activities in Sudan List, the Scrutinized Companies with
Activities in the Iran Petroleum Energy Sector List, or engaging in business operations in
Cuba and Syria; and
2. The vendor, company, individual, principal, subsidiary, affiliate, or owner is eligible to
participate in this solicitation and is not listed on either the Scrutinized Companies with
Activities in Sudan List, the Scrutinized Companies with Activities in the Iran Petroleum
Sector List, or engaged in business operations in Cuba and Syria; and
3. Business Operations means, for purposes specifically related to Cuba or Syria, engaging
in commerce in any form in Cuba or Syria, including, but not limited to, acquiring,
developing, maintaining, owning, selling, possessing, leasing or operating equipment,
faeilities, personnel, products, services, personal property, real property, military
equipment, or any other apparatus of business or commerce; and
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4. If awarded the Contract (or Agreement), the vendor, company, individual, principal,
subsidiary, affiliate, or owner will immediately notify the CiTy of Clearwater in writing, �
no later than five (5) calendar days after any of its principals are placed on the
Scrutinized Companies with Activities in Sudan List, the Scrutinized Companies with
Activities in the Iran Petroleum Sector List, or engages in business operations in Cuba �
and Syria.
Authorized Signature
Printed Name
Titie
Name of Entity/Corporation
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Section III — General Conditions
STATE OF
COUNTY OF
The foregoing instrument was acknowledged before me on this day of
, 201�, by (name of person whose signature
is being notarized) as the (title) of (name of
corporation/entity), personally known to me as described herein , or produced a
(type of identification) as identification, and who didldid not take
an oath.
NOTARYSEAL ABOVE
SectionIII.doc
Notary Pubtic
Printed Name
My Commission Expires:
Page 49 of 49
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SECTION IV
TECHNICAL SPECIFICATIONS
Table of Contents:
SECTIONIV .................................................................................................................................. i
TECHNICAL SPECIFICATIONS ............................................................................................... i
1 SCOPE OF WORK ...........................................................................................................1
1.1 SCOPE DESCRIPTION .................................................................................................1
1.2 SCOPE OF WORK CHECKLIST .................................................................................. 6
2 FIELD ENGINEERING ........................:......................................................................... 7
2.1 LINE AND GRAUE SHALL BE PERFORMED BY THE CONTR.ACTOR ............... 7
2.1.1 GRADES, LINESAND LEVELS ............................................................................. 7
2.1.2 LAYOUT DATA ....................................................................................................... 8
2.2 LINE AND GR.ADE SHALL BE PERFORMED BY THE CITY ................................. 8
3 DEFINITION OF TERMS ............................................................................................... 8
3.1 REFERENCE STANDARDS ......................................................................................... 8
3.2 ABBREVIATIONS AND SYIvIBOLS ........................................................................... 8
4 ORDER AND LOCATION OF THE WORK ..............................................................10
5 EXCAVATION FOR UNDERGROUND WORK ........................................................10
6 CONCRETE .....................................................................................................................11
7 EXCAVATION AND FORMS FOR CONCRETE WORK .........................................11
7.1 EXCAVATION ......................................................................................................:........11
7.2 F�RMS .............................................................................................................. ..11
8 REINFORCEMENT .......................................................................:...............................12
8.1 BASIS OF PAYMENT .................................................................................................12
9 OBSTRUCTIONS ...........................................................................................................12
10 RESTORATION OR REPLACEMENT OF DRIVEWAYS, CURBS, SIDEWALKS
ANDSTREET PAVEMENT ..........................................................................................12
11 WORK IN EASEMENTS OR PARKWAYS ................................................................13
12 DEWATERING ...............................................................................................................13
12.1 GENERAL ....................................................................................................................13
12.2 PERMIT REQUIREMENTS ........................................................................................14
12.2.1 DEWATERING CONTROL ................................................................�--•�-�----•--._... 14
12.2.2 GENERIC PERMIT FOR THE DISCHARGE OF PRODUCED GROUND
WATER FROMANYNON-CONTAMINATED SITEACTIVITY ........................... 14
13 SANITARY MANHOLES ..............................................................................................16
13.1 BUILT UP TYPE .................................................................................. 16
........................
13.2 PRECAST TYPE ................................................................ .. 17
........................................
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13.2.1 MANHOLE ADJUSTII�IENT RINGS (GRADE RINGS) ......................................... 17
13.3 DROP MANHOLES .....................................................................................................17
13.4 FRAMES AND COVERS ............................................................................................17
13.5 MANHOLE COATINGS ....................................:.........................................................18
13.6 CONNECTIONS TO MANHOLES .............................................................................18
BACKFILL......................................................................................................................18
STREET CROSSINGS, ETC . .......................................................................................18
RAISING OR LOWERING OF SANITARY SEWER, STORM DRAINAGE
STRUCTURES................................................................................................................18
16.1 BASIS OF PAYIVIENT ................................................................................................. 19
17 UNSUITABLE MATERIAL REMOVAL .....................................................................19
17.1 BASIS OF MEASUREMENT ......................................................................................19
17.2 BASIS OF PAYIv1ENT .................................................................................................19
18
19
UNDERDRAINS.........................................................:...................................................19
18.1 BASIS OF MEASUREMENT ...................................................................................... 20
18.2 BASIS OF PAYMENT ........................................................................... ....... 20
...............
STORMSEWERS .......................................................................................................... 20
19.1 AS BUILT INFORMATION ......................................................................................... 20
19.2 'TESTING ................................................................................................ ............20
19.3 BASIS OF PAYMENT ................................................................................................. 21
20 SANITARY SEWERS AND FORCE MAINS .............................................................. Zl
20.1 MATERIALS ................................................................................................................ 21
20.1.1 GRAVII'YSEWER PIPE ........................................................................................ 21
20.1. 2 FORCE MAIN PIPE ............................................................................................. 21
20.2 INSTALLATION .......................................................................................................... 21
20.2.1 GRAVITYSEWER PIPE ........................................................................................ 21
20.2. 2 FORCE MAIN PIPE ............................................................................................. 22
20.3 AS BUILT DR.AWINGS ............................................................................................... 22
20.4 'TESTING .......................................................................... ............22
................................
20.4.1 TESTING OF GRAVITYSEWERS ........................................................................ 22
20.4.2 TESTING OF FORCE MAINS .............................................................................. 23
20.5 BASIS OF PAYIvIENT .................................................................. ......................... 23
20.5.1 GRAVITYSEWER PIPE ........................................................................................ 23
20. S. 2 FORCE MAIN PIPE ................................. ............................................................ 23
21
22
DRAINAGE..................................................................................................................... 23
ROADWAY BASE AND SUBGRADE .......................................................................... 23
22.1 BASE .............................................................................................
...................
22.1.1 BASIS OF MEASUREMENT FOR BASE AND REWORKED BASE .......
22.1. 2 BASIS OF PAYMENT FOR BASE AND REWORKED BASE ...................
22.2 SUBGRADE .....................................................................................................
22.2.1 BASIS OF MEASUREMENT ....................................................................
22.2.2 BASISOFPAYMENT ...............................�-•---...........................................
.......... 23
.......... 25
.......... 25
.......... 25
.......... 26
.......... 26
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23 ASPHALTIC CONCRETE MATERIALS ................................................................... 26
23.1 ASPHAL'TIC CONCRETE ........................................................................................... 26
23.1.1 AGGREGATE ........................................................................................................26
23.1.2 B17'UMINOiIS MATERIALS ................................................................................. 26
23.2 HOT BITUMINOUS MIXTURES - PLANT, METHODS, EQUIPMENT &
QUALITYASSURANCE ............................................................................................ 26
23.3 ASPHALT MIX DESIGNS AND TYPES .................................................................... 27
23.4 ASPHALT PAVEMENT DESIGNS AND LAYER THICKNESS ............................... 27
23.5 GENERAL CONSTRUCTION REQUIREMENTS .................................................... 28
23.6 CRACKS AND POTHOLE PREPARA'I'ION .............................................................. 28
23.6.1 CRACKS ................................................................................................................28
23_ 6.2 POTHOLES ........................................................................................................... 28
23.7 ADJUS'TMENT OF MANHOLES ............................................................................... 29
23.8 ADDITIONAL ASPHALT REQUIREMENTS ............................................................ 29
23.9 SUPERPAVE ASPHALTIC CONCRE'I'E .................................................................... 30
23.10 BASIS OF MEASUREMENT ...................................................................................... 30
23.11 BASIS OF PAYMENT ...............................................................................:................. 3U
24 ADJiJSTMENT TO THE iTNIT BID PRICE FOR ASPHALT .................................. 31
25 GENERAL PLANTING SPECIFICATIONS .............................................................. 31
25.1 IRRIGATION ................................................................................................................ 31
25.1.1 DESCRIPTIOIV ..............................................................................................:...... 31
25.1.2 PRODUCTS ..........................................................................................................33
25.1.3 EXECII7'ION .........................................................................................................37
25.2 LANDSCAPE ............................................................................................................... 40
25.2.1 GENERAL .............................................................................................................40
25.2.2 PRODUCTS ..........................................................................................................45
25.2.3 EXECUTION .........................................................................................................48
26 HDPE DEFORMED - REFORMED PIPE LI1vING ................................................... 55
26.1 INTENT ........................................................................................................................ 55
26.2 PRODUCT AND CONTRACTOR/1NSTALLER ACCEPTABILITY ........................ 55
263 MATERIALS ................................................................................................................ 55
26.4 CLEANING/SURFACE PREPARATION ................................................................... 56
26.5 'I'ELEVISION INSPEC'I'ION ....................................................................................... 56
26.6 LiNER INSTALLATION ............................................................................................. 57
26.7 LA'TERAL RECONNECTION ..................................................................................... 57
26.8 TIME OF CONSTRUCTION ....................................................................................... 57
26.9 PAYMENT ....................................................................................................................57
27
28
29
PLANTMIX DRIVEWAYS ........................................................................................... 57
27.1 BASIS OF MEASUREMENT ...................................................................................... 58
27.2 BASIS OF PAYMENT ................................................................................................. 58
REPORTING OF TONNAGE OF RECYCLED MATERIALS ................................ 58
CONCRETECURBS ..................................................................................................... 58
29.1 BASIS OF MEASUREMENT ...................................................................................... 58
29.2 BASIS OF PAYIv1ENT ................................................................................................. 58
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31
32
CONCRETE SIDEWALKS AND DRIVEWAYS ......................................................... 58
30.1 CONCRETE SIDEWALKS .......................................................................................... 58
30.2 CONCRETE DRIVEWAYS ......................................................................................... 59
30.3 BASIS OF Iv1EASUREMENT ...................................................................................... 59
30.4 BASIS OF PAYMENT ................................................................................................. 59
SODDING........................................................................................................................ 59
SEEDING......................................................................................................................... 60
33 STORM MANHOLES, INLETS, CATCH BA5INS OR OTHER STORM
STRUCTURES................................................................................................................ 60
33.1 BUILT UP TYPE STRUCTURES ................................................................................ 60
33 .2 PRECAST TYPE .......................................................................................................... 61
33.3 BASIS OF PAYIVIENT ................................................................................................. 61
34
35
36
37
38
MATERIALUSED ......................................................................................................... 61
CONFLICT BETWEEN PLANS AND SPECIFICATIONS ...................................... 61
STREETSIGNS .............................................................................................................. 61
AUDIO/VIDEO RECORDING OF WORK AREAS .................................................. 61
37.1
37.2
37.3
37.4
37.5
37.6
37.7
37.8
37.9
37.10
37.11
37.12
CONTRACTOR TO PREPARE AUDIO/VIDEO RECORDING
SCHEDULING OF AUDIO/VIDEO RECORDING ...................
PROFESSIONAL VIDEOGRAPHERS .......................................
EQUIPMENT...............................................................................
RECORDED INFORMATION, AUDIO ......................................
RECORDED INFORMATION VIDEO .......................................
VIEWER ORIENTATION ............................................................
LIGHTING...................................................................................
SPEEDOF TRAVEL ....................................................................
VIDEO LOG/INDEX ...................................................................
AREAOF COVERAGE ...............................................................
COSTS OF VIDEO SERVICES ...................................................
............................ 61
............................ 61
............................ 62
............................ 62
............................ 62
............................ 62
............................ 62
............................ 63
............................ 63
............................ 63
............................ 63
............................ 63
EROSION AND SILTATION CONTROL ................................................................... 63
38.1
3 8.2
3 8.3
3 8.4
3 8.5
3 8.6
3 8.7
38.8
3 8.9
38.10
STABILIZATION OF DENUDED AREAS ................................................................. 63
PROTECTION AND STABILIZATION OF SOIL STOCKPILES ............................. 64
PROTECTION OF EXISTING STORM SEWER SYSTEMS .................................... 64
SEDIMENT TRAPPING MEASURES ........................................................................ 64
SEDIMENTATION BASINS ....................................................................................... 64
WORKING IN OR CROSSING WATERWAYS OR WATERBODIES ...................... 64
SWALES, DITCHES AND CHANNELS .................................................................... 65
UNDERGROUND UTILITY CONSTRUCTION ....................................................... 65
MAINTENANCE......................................................................................................... 65
COMPLIANCE............................................................................................................. 65
39 UTILITY TIE IN LOCATION MARKING ................................................................. 68
40 AV�ARD OF CONTRACT, WORK SCHEDULE AND GUARANTEE .................... 68
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POTABLE WATERMAINS, RECLAIMED WATERMAINS AND
.APPURTENANCES ....................................................................................................... 68
41.1 SCOPE .......................................................................................................................... 68
41.2 MATERIALS ........................................................................................... .... 69
.................
41.2.1 GENERAL .............................................................................................................69
41.2.2 PIPE MATERIALSAND FIT7'INGS ..................................................................... 69
41.2.3 GATE YALVES ...................................................................................................... 71
41.2.4 YALYE BOXES ...................................................................................................... 71
41.2. S ITYDRANTS ........................................................................................................... 72
41.2.6 SERVICE SADDLES ............................................................................................. 73
41.2. 7 TESTS, INSPECTIONAND REPAIRS .................................................................. 73
41.2.8 BACKFLOW PREVENTERS ............................................................. .............. 73
41. 2. 9 TAPPING SLEEVES .................... ............................ ............................................. 74
41.2.10 BLOW OFF HYDRAIV7'5 ...................................................................................... 74
41.3 CONSTRUCTION ........................................................................................................74
41.3.1 MATERIAL HANDLING ....................................................................................... 74
41. 3. 2 PIPE LAYING ...... .................. ................. .............................................. ................ 74
41.3.3 SETTING OF YALVES, HYDRANTSAND FI7TINGS ......................................... 76
41. 3. 4 CONNECTIONS TD EXISTING LINES ............................................................... 76
41.4 TESTS ...........................................................................................................................77
41.4.1 HYDROSTATIC TESTS ......................................................................................... 77
41. 4. 2 NOTICE OF TEST ............................................. ................................... .... ............ 77
41.5 S'I'ERILIZATION ......................................................................................................... 77
41. S.1 STERILIZING AGENT .......................................................................................... 77
41.5.2 FLUSHING SYSTEM ........................................................................�................... 77
41. S. 3 STERILIZATIDN PROCED URE ... .................................................... ................... 77
41.5.4 RESIDUAL CHLORINE TESTS ............................................................................ 78
41. S. S BACTERI�IL TESTS ............................................................................................:. 78
41.6 MEASUREMENT AND PAYMENT .:......................................................................... 78
41. 6.1 GENERAL ..................................... .................... .................................................... 78
41. 6.2 FURNISHAND INSTALL WATER MAINS ........................................................... 79
41. 6.3 FURNISHAND INSTALL FI77'INGS ................................................................... 79
41. 6.4 FURNISHAND INSTALL GATE VALVES COMPLETE WITHBOXES AND
COVERS . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . .. . . . . . . . . . . . . . .. .. . . . . . . . . . . . . . . . . . .. . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . 79
41.6.5 FURNISHAND INSTALL FIRE HYDRAtV?'5 ....................................................... 79
42
43
GAS SYSTEM SPECTFICATIONS .............................................................................. 80
TENNISCOURTS .......................................................................................................... 80
43.1 PAVED TENNIS COURTS .......................................................................................... 80
43.1.1 SOIL TREATMENTS ............................................................................................. 80
43.1.2 BASE COURSE ..................................................................................................... 80
43.1. 3 PRIME COAT ....................................................................................................... 80
43.1.4 LEVELING COURSE ............................................................................................ 80
43.1.5 SURFACE COURSE ............................................................................................. 80
43.1. 6 COLOR COAT ...................................................................................................... 81
43.2 CLAY'I'ENNIS COURTS .............................................................
............................... 82
43.2.1 GENERAL ............................................................................................................. 82
43. 2. 2 SITE PREPARATION ............................................................................................ 83
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43.2.3
43.2.4
43.2.5
43.2. 6
43.2. 7
43.2.8
43.2. 9
43.2.10
43.2.11
43.2.12
43.2.13
43.2.14
43.2.1 S
43.2.16
43.2.17
SLOPE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 83
BASECONSTRUCTION ....................................................................................... 84
PERIMETERCURBING ....................................................................................... 84
SURFACECOURSE ............................................................................................. 84
ROOTBARRIER ................................................................................................... 84
FENCING............. ......... .......... .... ... ...................................................................... 85
WINDSCR EENS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8 5
COURT EQUIPMENT .......................................................................................... 85
SHADESTRUCTURE ........................................................................................... 87
WATERSOURCE (Potable) .................................................................................. 87
CONCRETE. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8 7
EXISTING SPORT TENNIS COURT LIGHTING ................................................. 87
WATERCOOLER .................................................................................................. 88
DEMONSTRATION. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . .. . . . . .. .. .. . .. . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . 88
WARRANTY. .. ..... .. ..... ... .. ... ..... .. . .. . . .. . .. .. ..... . .. .. .... ....... . .... ... .... . .. ... ... ..... . ... .. .. . . .. .. ... . 88
44 WORK ZONE TRAFFIC CONTR4L ......................................................................... 89
44.1 CONTRACTOR RESPONSIBLE FOR WORK ZONE TRAFFIC CONTROL ......... 89
44.2 WORK ZONE TRAFFIC CONTROL PLAN .............................................................. 89
44.2.1 WORK ZONE SAFETY ......................... ......... ....................................................... 89
44.3 ROADWAY CLOSURE GUIDELINES ....................................................................... 90
44.3.1 ALL ROADWAYS ................................................................................................... 90
44.3.2 MAJOR ARTERIALS, MINOR ARTERIALS, LOCAL COLLECTORS ................. 90
44.3.3 MAJOR ARTERIALS, MINOR ARTERIALS ......................................................... 90
44.3. 4 MAJOR ARTERIALS ............................................................................................. 90
44.4 APPROVAL OF WORK ZONE TRAFFIC CONTROL PLAN ................................... 90
44.5 INSPECTION OF WORK ZONE TRAFFIC CONTROL OPERATION .................... 91
44.6 PAYMENT FOR WORK ZONE TRAFFIC CONTROL ............................................. 91
44.7 CERTIFICATION OF WORK ZONE TRAFFIC CONTROL SUPERVISOR............ 91
45
46
45.1
45.2
45.3
45.4
45.5
45.6
45.7
45.8
45.9
CURED-IN-PLACE PIPE LINING .............................................................................. 91
INTENT........................................................................................................................ 91
PRODUCT .AND CONTRACTOR/INSTALLER ACCEPTABILITY ........................ 92
MATERIALS................................................................................................................ 92
CLEANING/SURFACE PREPARATION ................................................................... 92
TELEVISION INSPECTION ....................................................................................... 93
LINER INSTALLATION ............................................................................................. 93
LATERAL RECONNECTION ..................................................................................... 93
TIlv1E OF CONSTRUCTION ....................................................................................... 93
PAYIvIENT.................................................................................................................... 93
SPECIFICATIONS FOR POLYETHYLENE SLIPLINING ..................................... 94
46.1 MATERIALS .............................................................................
46.1.1 PIPE AND FITTINGS ........................................................
46.1.2 QUALI7'Y CONTROL ..................................
46.1.3 SAMPLES .....................................................
46.1.4 REJECTION .................................................
46.2 PIPE DIMENSIONS ............................................
46.3 CONSTRUCTION PRACTICES ........................
.................
� ................
.................
.................
................................... 94
.................................. 94
.... ............................... 94
.. ................................. 94
.................................. 94
................................... 94
........................................................ 95
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46. 3.1 HANDLING OF PIPE .............. .......... ............ .......... ...... .................................... ... 95
46.3. 2 RBPAIR OF DAMAGED SECTIONS .................................................................... 95
46. 3. 3 PIPE JOINING ..................................................................................................... 95
46.3. 4 HANDLING OF FiISED PIPE ............................................................................. 9S
46.4 SLIPLINING PROCEDURE ........................................................................................ 95
46.4.1 PIPE REQUIREMENTS AND DIMENSIONS ...................................................... 95
46. 4. 2 CLEANING AND INSPECTION .................... .................................................... ... 95
46. 4. 3 INSERTION SHAFT AND EXCAVATIONS ............................. ............................. 96
46. 4. 4 INSERTION OF THE LINER ................................................................................ 96
46. 4. S CONFIRMATION OF PIPE SIZES ................................ ............................ .......... 96
46.4. 6 UNDERDRAIN CONNECTIONS IF REQUIRED ................................................ 96
46.4.7 BACKFILLING .....................................................................................................97
46.4.8 POINTREPAIR .....................................................................................................97
46.4.9 CLEAN UP OPERATIONS ................................................................................... 97
47 SPECIFICATIONS FOR POLYVINYL CHLURIDE RIBBED PIPE ...................... 97
47.1 SCOPE ...................................................... . ................................................................ 97
47.2 MATERIALS ................................................................................................................ 97
47.3 PIPE .............................................................................................................................. 97
47.4 JOINING SYSTEM ...................................................................................................... 98
47.5 FITTINGS .....................................................................................................................98
48 GUNITE SPECIFICATIONS ........................................................................................ 98
48.1
48.2
48.3
48.4
48.5
48.6
48.7
48.8
48.9
48.10
48.11
48.12
48.13
48.14
48.15
48.16
48.17
48.18
PRESSURE INJECTED GROUT ................................................................................ 98
REHABILITATION OF CORRUGATED METAL PIPE WITH GLJNITE ................. 98
COMPOSI'1 ION ........................................................................................................... 98
STRENGTH REQUIREMENTS .............................................................................�-�-- 99
MA1'ERIALS ................................................................................................................ 99
WATER......................................................................................................................... 99
REINFORCEMENT ..................................................................................................... 99
STORAGE OF MATERIALS ....................................................................................... 99
SURFACE PREPARATION .......................................................................................100
PROPOR'I'I OI�iII�1G .....................................................................................................100
MIXING......................................................................................................................100
APPLICATION...........................................................................................................100
CONSTRUCTION JOINTS .......................................................................................101
SURFACE FINISH .....................................................................................................101
CURING.....................................................................................................................101
ADJACENT SURFACE PROTECTION ...................................................................101
INSPECTION............................................................................... ..1 fl2
EQUIPIVIENT.............................................................................................................102
49 SANITARY AND STORM MANHOLE LINER RESTORATION .........................103
49.1 SCOPE AND IN'I'ENT ...................................................
49.2 PAYIvIENT ......................................................................
493 FIBERGLASS LINER PRODUCTS ..............................
49.3.1 MATERIALS ............................................................
49.3.2 INSTALLATIONAND EXECUTION ......................
49.4 STRONG SEAL MS-2 LINER PRODUCT SYSTEM ..
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....................................103
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49.4.1 MATERIALS ........................................................................................................105
49.5 INFILTRATION CONTROL ...................................................................................... 105
49.6 GROUTING MIX ....................................................................................................... 105
49.7 L1NER IVIIX ................................................................................................................ 105
49.8 WATER .......................................................................................................................106
49.9 OTI-�R MATERIALS ................................................................................................ 106
49.10 EQUIPIvIENT ............................................................................................................. 106
49.11 INSTALLATION AND EXECUTION .......................................................................106
49.11.1 PREPARATION ...................................................................................................106
49.11.2 MIXING ...............................................................................................................107
49.11. 3 SPRAYING .......................................................................................................... 107
49.11.4 PRODUCT TESTING ......................................................................................... 107
49.11.5 CURING ..............................................................................................................107
49.11. 6 MANHOLE TESTING AND ACCEPTANCE ...................................................... 108
49.12 INNERLINE ENVIRONMENTAL SERVICES LiNER PRODUCT SYSTEM .......108
49.12.1 SCOPE ................................................................................................................108
49.12.2 MATERIALS .........:..............................................................................................108
49.12.3 INSTALLATIONAIVD EXECUTION ...................................................................110
50
51
52
53
PROJECT INFORMA'I'ION SIGNS ...........................................................................112
IN-LINE SKATING SURFACING SYSTEM .............................................................112
51.1 SCOPE .........................................................................................................................112
51.2 SURFACE PREPARATIONS ................................................................ ...113
...................
51.2.1 ASPHALT .............................................................................................................113
51.2.2 CONCRETE .........................................................................................................113
51.2. 3 COURT PATCH BINDER MIX ............................................................................113
51.3 APPLICATION OF ACRYLIC FILLER COAT ..........................................................113
51.4 APPLICATION OF FORTIFIED PLEXIPAVE ...........................................................114
51.5 PLEXIFLOR APPLICATION .....................................................................................114
51.6 PLAYING L1NES .......................................................................114
.....................
51.7 GENERAL ...................................................................................................................114
51.8 LIMITATIONS .............................................................................................................114
RESIDENT NOTIFICATION OF START OF CONSTRUCTION ..........................115
GABIONSAND MAT'TRESSES ..................................................................................115
5 3.1 MATERIAL .............................................................................................................
53.1.1 GABIDNAND RENO MATTRESS MATERIAL ...............................................
53.1.2 GABIONAND MATT'RES,S FILLER MATERIAL : ...........................................
53.1. 3 MATTRESS WIRE .............................. ... .................................... ...................... .
53.1. 4 GEOTEXTILE FABRIC ....................................................................................
53.2 PERFORMANCE ...................................................................................................,
...115
...115
...117
...118
...118
...118
54 LAWN MAINTENANCE SPECIFICATIONS ...........................................................119
54.1 SCOPE .........................................................................................................................119
54.2 SCHEDULING OF WORK .........................................................................................119
54.3 WORK METHODS ....................................................................................................120
54.3.1 MA11V'IENANCE SCHEDULING ....................................................................... 120
54.3.2 DUTIES PER SERVICE VISI'1' ........................................................................... 120
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54.4
54.5
54.6
54.7
54.8
54.9
54.10
54.11
54.12
54.13
54.14
54.15
54.16
54.17
54.18
54.19
54.20
54.21
LITTER.............................................................................................. ..........120
VISUALCHECK .......................................................................................................120
PLANT TRIMMING AND PALM PRUNING .......................................................... 120
PHOENIX SPECIES (CANARY DATE, INDIA DATE, PYGMY DATE, ETC.)..... 120
DEBRISREMOVAL ..................................................................................................120
TRAFFIC CONTR�L ................................................................................................121
PEDESTRIAN SAFETY ............................................................................................121
PLANT FERTILIZATION .......................................................................................... 121
WEED REMOVAL IN LANDSCAPED AREA ......................................................... 121
MULCHCONDITION ............................................................................................... 121
IRRIGATION SERVICE AND REPAIR .................................................................... 121
LAWN AND ORNAMENTAL PEST CONTROL ..................................................... 121
PALM FERTILIZATION ............................................................................................ 121
FREEZEPROTECTION ............................................................................................ 122
LEVELOF SERVICE ................................................................................................. 122
COMPLETIONOF WORK ....................................................................................... 122
INSPECTION AND APPROVAL .............................................................................. 122
SPECIAL CONDITIONS ........................................................................................... 122
MILLING OPERATIONS ...........................................................................................123
55.1
55.2
55.3
55.4
55.5
55.6
55.7
55.8
55.9
SS.IO
EQUIPMENT, CONSTRUCTION & MILLED SURFACE ...................................... 123
ADDITIONAL MILLING REQUIREMENTS .......................................................... 123
SALUAGEABLEMATERIALS ................................................................................. 124
DISPOSABLE MATERIALS ..................................................................................... 124
ADJUSTMENT AND LOCATION OF tTNDERGROUND UTILITIES .................. 124
ADJUSTMENT OF UTILITY MANHOLES ............................................................ 124
'I'YPES OF MILLING ................................................................................................ 124
MILLING OF IN'I'ERSECTIONS .............................................................................. 125
BASISOF MEASUREMENT .................................................................................... 125
BASISOF PAI'1VIENT ............................................................................................... 125
56 CLEARING AND GRUBBING ...................................................................................125
56.1 BASIS OF MEASUREMENT .................................................................................... 125
56.2 BASIS OF PAYMENT ............................................................................................... 125
57 RIPRAP .........................................................................................................................125
57.1 BASIS OF MEASUREMENT .................................................................................... 125
57.2 BASIS OF PAYMENT ............................................................................................... 126
58
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TREATMENT PLANT S.A,FETY ................................................................................126
58.1 HAZARD POTENTIAL ............................................................................................. 126
58.2 REQUIRED CONTRACTOR TRAINING ................................................................ 126
TRAFFIC SIGNAL EQUIPMENT AND MATERIALS ...........................................126
59.1 BASIS OF MEASUREMENT AND PAYMENT ....................................................... 127
60 SIGNING AND MARKING ......................................................................................... 127
60.1 BASIS OF MEASUREMENT AND PAYMENT .......................................................127
61 RDADWAY LIGHTING ..............................................................................................127
SectionIV.doc ix 5/15/2012.
61.1 BASIS OF MEASUREMENT AND PAYMENT ....................................................... 127
62 TREE PROTECTION .................................................................................................. 228
62.1 TREE BARRICADES ................................................................................................ 128
62.2 ROOT PRUNING ....................................................................................................... 128
62.3 PROPER TREE PRUNING ........................................................................................ 129
63 PRO.TECT WEB PAGES ..............................................................................................130
63.1 WEB PAGES DESIGN ............................................................................................... 130
63.2 WEB ACCESSIBILITY GUIDELINES .....................................................................130
63.3 THE SUN AND WAVES LOGO AND ITS USE ....................................................... 130
63.4 MAPS AND GRAPHICS ........................................................................................... 131
63.5 INTERACTIVE FORMS ........................................................................................... 131
63.6 POSTING ....................................................................................................................131
63.7 WEB PAGES UPDA'I`ES ............................................................................................ 131
64 OVERHEAA ELECTRIC LINE CLEARANCE ......................................................131
64,1 • CLEAR.ANCE OPTIONS ........................................................................................... 131
64.2 REQUIRED MINIMUM CLEAR.ANCE DISTANCES ............................................. 131
SectionN.doc x 5/15/2012
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Section IV — Technical Specifications
SCOPE OF WORK
SCOPE DESCRIPTION
Project: SID LICKTON PARK - SITE CIVIL CONSTRUCTION WORKS
PROJECT N0.12-0024PR-A
Scope of Work:
1. The work for which proposals consists the Site Civil Contractor to provide insurance, labor, equipment,
and materials for site civil construction of a for new baseball fields includes but not limited to:
a. Site Civil Contractor shall install silt fencing according to manufactures specifications;
temporary 6-foot high chain link construction fencing with fence posts 10 feet on center with
fence fabric tied with heavy duty steel wire in three location of the fence post two 24 foot wide
construction gates 6-foot high with two 12 foot leafs at each entrance to secure the park site
during construction; tree barricades according to the details provide on the drawings. This work
must be accomplished prior to obtaining the site building permit by the Owner. The Site Civil
Contractor shall be required to remove silt fencing, tree barricades and temporary construction
fencing at the end construction of the project upon completion of sodding of the site by the
landscape contractor.
b. The Owner has applied and received the SWFWMD permit and is attached in the contract
documents. This SWFWNID permit shall be maintained on site during the duration construction
period of the project.
c. Removal of existing trees; demolition of existing sidewalks, asphalt parking lots and asphalt
driveways removal of existing fencing or any other items not to be reused by the Owner. The
Site Civil Contractor shall call in for underground locate 48 hours prior to any site excavations.
The Owner shall locate major underground utilities as shown on the existing conditions plan.
The contractor shall soft dig to locate these utilities and not disrapt them during the demolition
and construction of the project. Eactra care shall be talcen when removing e�usting 1ree roots not
to pull up the exisring water lines or fiber optic cable from the water treatment plant to the
property line. The Site Civil Contractor shall talce whatever measures necessary to prevent
damages to existing underground utilities. Should the Site Civil Contractor encounter existing
underground utilities not shown on the construction plans they shall notify the Owner to verify
the existing utility before continuation of the excavation works.
d. Site Civil Contractor shall be required to provide his own site survey layout of all site civil
construction works as well as a third party geotechnical engineer to perform geotechnical testing,
for site works to be performed per the contract specifications and copies of the reports shall be
provide to the Owner/Engineer for their records.
e. Construct all underground utili6es to within 5 feet of restroom/press box/ concession building,
roof canopy line connections of all underground building utiliries to Site Civil Contractor's
underground utilities shall be performed by the Building Contractor. The Building Contractor•
shall be responsible for the grease trap and connection to the existing sanitary sewer line. The:
sanitary sewer line is staked with a 2"x4" lumber at the end of the sewer line and extends 4 feet:
above the e�cisting grade. This stake sha11 be disturbed.
f. The Site Civil Contactor shall be required to construct the complete storm sewer systems as�
shown on the drawings including all storms sewer structures, piping, retention ponds, grading;
compaction, and installation of Bahia Sodding 5 feet from top of bank out away from the;
retention pond. The Site Civil Contractor shall be required to install the under drain system in the:
landscape planters near the proposed restroom/press box/concession building, storm seweT•
piping for roofing gutter down spouts, and trench drain system around the baseball back stops.
g. The Site Civil Contractor sha11 be required to install domestic water and fire sprinkler water ta
the proposed building. The City of Clearwater's Public Utility Dept. will provide the tap into the:
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4.
Section IV — Technical Specifications
existing water service provide the water meters and back#]ow prevention devise and the Site
Civil Contractor shall be required to continue the water systems downstream of these devises.
h. The Site civil contractor shall be required to clear and grub the site of all grass cover and store on
site for composting at a convenient location determined by the Site Civil Contractor. This
composted soil shall be utilized in mixing with clean topsoil for landscape areas including the
baseball field gading construction. The Site Civil Contractor turn compost grass tailings as
required to tum into clean compost for reuse for fine grading of the site.
i. The Civil Engineer has determined the addition fill required for the site is appro�cimately 5400
cubic yazds of additional soil is required for the site after utili7ation of excavation of retention
ponds.
i. Structural fill beneath the proposed restroom/press box/concession building is
approximately 525 cu. yds.
ii. Structural fill beneath concrete flatwork approximately 1,200 cu. yds.
iii. Baseball fields topsoil & compost approximately 4200 cu yds. Compost mix 70% top
soi130% compost after mixing the pH of soil shall be 6.0 to 6.9
iv. Site contractor shall determine soil quantities and provide soil as required for the various
areas.
j. The Site Civil Contractor shall be required to grade the site according to the construction
drawings in providing the retention ponds, final grades of the basebalY fields, asphalt parking
areas and driveways, grass pazking areas concrete flatwork areas.
k. The site contractor shall stabilized subgrade of the grass pazking azeas, asphalt parking lot and
asphalt driveways; install and compact grass parking areas, concrete base course materials of
asphalt pazking lot and driveways; final grading of for grass parking spaces sod installation, final
grading and preparations for asphalt surfacing of parking spaces and driveways.
l. The Site Civil Contractor shall be required to provide compacted sub-grade to 98% proctor for
the concrete flatwork for Owner's concrete flatwork contractor within +/- one half inch of the
sub-grade elevations. Concrete flatwork contractor shall excavate for concrete flush curbs and
vertical concrete planter curbs of the grass parking stalls planting islands.
m. The Owner lias stripped the clay and pulverized crushed shell waming track materials from the
existing ball fields and has stored at the City's Nursery Facility for the Site Civil Contractor to
collect and reconstruct the baseball fields. The Site Civil Contractor shall collect and deliver the
clay and pulverized shell to as required to construct the baseball fields including the clay infields
and warning track areas. The Nursery is located across Saturn Ave. from field 7.
The scope of work is a lump sum contract; there will be no additional funds provided for missing
quantities or additional costs to perform the Site Civil Contractor for the site civil construction works
for this project as shown on the drawings and specifications.
Other Owner Contractors will be performing the following work and is not included in the Site Civil
Contractor's scope of work.
a. Demolition of 5 existing buildings
b. Removal of existing baseball backstops and fence fabric & reinstallation
c. Removal of existing fencing of baseball fields, gates and reinstallation
d. Removal of existing baseball dugouts and reinstallation
e. Removal of existing baseball field sport lighting and reinstallation
f. Root pruning of trees by the Owner
g. Concrete flatwork
h. Asphalt surfacing
i. Building construction
j. Site electrical
k. Irrigation system
l. Landscaping and sodding of baseball fields, and Bahia sod outside the15 foot from top of
bank
The Owner has elected to provide direct purchase orders for building materials to the Site Civil
Contractor's material vendors in having state sales tax saving for this project. The Owner will
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Section N — Technical Specifications
provide purchase orders to the various material vendors for the Site Civil Contractor providing
building materials and other miscellaneous materials to construct the site civil construction works for
this project. The successful bidder shall, at the preconstruction meeting, provide his vendors
providing the building materials for the project. The successful bidder shall be included in the
material vendor's the bill of quantities and dollar amount which shall include all applicable state sales
for materials required for this project. The Owner will develop purchase orders for the Site Civil
Contractor's material vendors for the building materials less the state sales tax. This state sales tax
will be placed in the contingency funds of the project. Any funds left over from the materials
suppliers after completion of the project will be returned to the Site Civil Contractor. Should
additional materials be required after the purchase order has been issued, increase to the purchase
order can be made by the Owner; increases must be made while there are still funds available in the
purchase order. There will be no reissuing of existing purchase orders by the Finance Department.
Increases to the purchase order will be communicated by e-mail to the Site Civil by the Owner.
The Site Civil Contractor of this project shall coordinate is work with other Owner's contractors
performing other work on site. Conflicts shall be brought to the attention to the Owner and will resolve
any conflieting issues.
It is noted the Site Civil Contractor shall be required to coordinate with the Owner's Concrete Flatwork
& Asphalt Contractor in coordination of the sub-grades for concrete flatwork and asphalt surfacing.
The Owner's Site Contractor shall bring the proper compacted subgade of the building in order to
provide notice to proceed to the Building Contractor within 30 days notice to proceed to the Site Civil
Contraetor. The Building Contractor shall confirm with the Owner final subgrade provided by the Site
Civil Contractor meet's the Building Contactor's satisfaction. The Site Civil Contractor shall note the
Building Contractor shall dispose of soils from his excavation of the building footings and underground
utilities outside his work areas in a neat and orderly manner and shall be coordinated with the Site Civil
Contractor. Site Civil Contractor shall spread out soils excavated by the Building Contractor in other
areas of the project site in meeting the proposed grades.
The Owner shall be required to collect the building permit for the Site Civil Contractor's site work
from the City of Clearwater's Building Department. The Site Civil Contractor will be required to
collect and fill out the sub-contractor's card. The card will be submitted to the Building Dept. for a
building permit for the site civil works and the Site Civil Contractor shall meet the qualifications of a
licensed Site Civil Contractor. There is no fee for submitting this sub-contractor cazd to be added as a
sub-contractor to the permit from the City of Clearwater Building Dept. The Owner has applied and
obtained the building permit and shall provide the information to the successful bidder to be added on
to the building permit at the pre-construction meeting.
The Site Civil Contractor sha11 develop a list of materials and shop drawings submittals
required for the project. These two lists from the Site Civil Contractor shall be provided to
the Owner/Engineer at the pre-construction meeting. All material submittals and shop
drawings on the two lists shall be submitted to the Enginer for his review within 45 days
from Notice to Proceed date.
All material and shop drawings submittals submitted to the Engineer and maybe fled electronically.
The Owner shall require ttuee (3) hard copies and tluee (3) compact disk (of electronic files) of the each
shop drawing, material submittal and shall be maintained by the contractor in sepazate file boxes by
specification sections in fle folders clearly marked item contained in the file folder. These documents
shall be turn over to the owner at the completion of the project as part of the close out material
documents.
Excel or word file shall contain list of sub-contractors and material suppliers. This list shall be provided
to the Owner/Engineer at the pre-conshvction meeting. These documents shall be updated tum over to
the owner at the completion of the project as part of the close out material documents. The hard copies
shall be included as part of the close out documents as well as electronic files on the three (3kompact
disk a list of sub-contractors, material vendors and clearly identify as to discipline of work with contact
information such as contact person, addresses, telephone/celUfax numbers, and e-mail addresses in a
excel or word format.
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Section N — Technical Specifications
12. The successful bidder shall be required to provide a detailed construction schedule outlining all work and
minor and major milestones for the project and shown long lead items of materials delivery. This
schedule shall be updated at each progress meeting. This schedule shall be provided at the pre-
construction meeting.
13. Successful bidder shall provide at the pre-constiuction meeting company's hurricane plan; safety plan
and emergency contact information.
14. All discrepancies between the construction plans and the technical specifications shall be brought to
the attention of the Engineer/Owner for clarification in writing prior to the Site Civil Contractor in
submitting his bidder's proposal for this project. After award of the contract any discrepancies
brought to the attention to the Owner/Architect the most stringent of the discrepancy shall be utilized
in the implementation of this project and no additional compensation will be provided by the Owner.
15. The Site Civil Contractor shall construct the project as shown according to the contract drawings and
specifcations. No deviations will be allowed from the Building Permitted construction drawings and
specifications without prior approval by the Owner/Engineer. The Site Civil Contractor is
responsible for any deviations from the drawings even approved deviations as requested by the Site
Civil Contractor and approved by the OwnerlEngineer. Any ramifications because of the deviations
from the approved Building DepartmenYs building permitted drawings requested by the Site Civil
Contractor it shall be his responsibility and no additional funds will be provided by the Owner
because of unforeseen items at time of approval by the Owner/Engineer for the deviations from the
approved building permitted drawings. It shall be the responsibility of the Site Civil Contractor to
make all submittals building permit amendments to the Building Dept. to obtain final certifcation of
complerion to close out the project and building permit.
16. The Contractor shall provide one project signs as described in SECTION III, ARTICLE 23 of the
Contract Documents. Site location of the project signs will be determined at the pre-construction
meeting and shall be installed by the Contractor one week upon notice to proceed. The Contractor
shall provide hard copy of the project sign to the Owner for approval at the pre-construction meeting
for approval by the Owner. Project sign shall be provided at no additional cost to the Owner.
17. PAYMENT WILL BE PEFORMED AS FOLLOWS FOR THE PROJECT:
a. At the preconstruction conference the Contractor shall provide a schedule of value for the work,
this schedule of value shall be used to establish periodic payment for the work completed by the
Contractor.
b. The Contractor shall invoice for the work completed on the 25�' of each month.
c. The Contractor shall provide a preliminary draft of his payment request to the Owner/Architect a
week prior to the actual due date of invoice for review.
d. The invoice shall be on AIA form showing invoice number, the total value of the contract (base
value of the contract less contingency) amount of payment request.
e. No payment will be made for more than work completed by Contractor.
f. The Owner/Engineer will determine of amount completed based on the schedule of value and the
physical work completed on site.
g. Detail particulars of invoicing shall be worked out on the submission of the first invoice, and
remaining invoices will follow the same format.
h. There will be a ten percent (10%) retainage of the contract value at each pay request and shall be
reflected on each pay application. This retainage shall be paid on fmal close out of the project
and confirmation that the building permit has been closed out and all work is completed including
closeout documents to the Owner/Engineer's satisfaction.
i. Payment of invoice is twenty (20) days from the Owner receiving the invoice for payment
request.
j. Payment will he mailed by the United States Postal Service and no payment will be hand
delivered to the Contractor by the Owner.
18. Red lined `As-built' drawings shall be maintained on site and on a clean set of construcrion plans
and changes notated in red ink to the plans and shall be check on a weekly basis by the
SectionIV.doc Page 4 of 128 5/15/2012
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Section N — Technical Specifications
Owner/Engineer and prior to each pay request. Red line plans shall be available at progress meetings.
These red lined `As-Built' drawings shall be turned over to the ovmer at the end of the project for his
files. The hard copy of the As-Built drawing shall be copied on to a CD and three (3) CD's including the
hardcopy turned over to the Owner as part of the close out documents. Certified As-built drawings of the
site civil works shall be performed by a licensed land survey collecting the as built survey of the work
completed by the Site Civil Contractor and shall be copied on to three (3) CD and provided the
Engineer and the Owner to close out he SWFWMD permit.
19. Periodic daily inspections will be made by the Owner of the work and the Site Civil Contractor shall
have a responsible supervisor on site at all times during the daily activities so the Owner can confer
with them about the project's progress. This person shall be responsible for the implementation of�
daily activities and have complete knowledge of the project scope of work. At a minimum, a progress
meeting will be held every two weeks between the Site Civil Contractor's project manager and the
Owner/Architect to determine the past two weeks of work completed and progress for the upcoming
next two week work schedule. This progress meeting will be prearranged for a day and time at the
preconstruction meeting. A typed, written bullet notes sheet shall be provided to the Owner from the
Site Civil Contractor showing work completed over the past two weeks and work scheduled for the
next two weeks at each of these meetings. Exchange of payment request applications shall be
performed at this progress meeting.
20. Near the completion of the project, a walk though of the project shall be scheduled and conducted
between the Site Civil Contractor and Owner/Architect to develop a punch list of outstanding items
which must be completed to close out the project. A written punch list will be provided by the
Owner/Engineer. The Site Civil Contractor must complete the punch list within 15 calendar days of'
the Site Civil Contractor receiving the list from the Owner/Engineer.
21. Final walk though shall be conducted between the Site Civil Contractor and the Owner/Architect. If�
the punch list is completed, the Site Civil Contractor shall provide invoice for final payment of any
outstanding items due to the Site Civil Contractor and the ten percent (10%0) retainage to the
Owner/Engineer for paynnent.
22. SCHEDULE
T'he City will utilize the following preliminary timetable with the goal of selection. This schedule may be
changed solely at the C�ty's discretion.
�e�naesclay, (�ctober l�� �012 — Bid Advertisement
— Prospective Bidder may Obtain Bid Package
— Mandatory Pre-bid Conference — Frank Conyers Park Conf.
Rm. 714 N. Saturn Ave., Clearwater, FL
..
x.rsr '
�nday,�No��7mber,U2; �01�,12 OQ �1�Tao��EST — Last day for questions by the prospectrve bidders and answers.
Answers to all questions received will be posted on the City's website on this date.
Th �s�lay,,.i,.30 ,�VI;E��; �fio�vember�� 2t11Z — Bid Dve Date and Bid Openings, 3rd Floor, Purchasing
Uffice. Municipal Services Building,100 South Myrtle Ave., Clearwater, FL 33756.
��8� D�TERMII!�ED = Notice Award Contract to Vendor
, ,...,
T.,O"�BF� E�'ERMINEIJ Pre-Construction Meeting between Owner & Vendor — Parks & Recreation Department,
Conference Room, Municipal Service Building (MSB) 100 South Myrtle Ave., Room I20, Clearwater, Florida.
33756
TO BE �ETE�1l�1INED. — Notice to Proceed
CONTRACT PERIOD: 180 CONSECUTIVE CALENDAR DAYS
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Section IV — Technical Specifications
1.2 SCOPE OF WORK CHECKLIST
Project: SID LICKTON PARK - S1TE CIVIL CONSTRUCTION WORKS
PROJECT NO. 12-0024-PR-A
The following Articles of the Technical Specifications wili apply to this contract if marked
"0"as shown below:
1 Q Sco e Of Work
2.1 0 Line and Grade Shall Be Performed B The Contractor
2.2 Line and Grade Shall Be Performed B The Cit
3 0 Definition Of Terms
4 0 Order And Location Of The Work
5 0 Excavation For Under ound Work
6 0 Concrete
7 0 Excavation And Forms For Concrete Work
8 0 Reinforcement
9 0 Obstructions
10 � Restoration Or Re lacement Of Drivewa s, Curbs, Sidewalks And Street Pavement
11 Work In Easements Or Parkwa s
12 @( Dewaterin
13 � Sani Manholes
14 [�J Backfill
15 ❑ Street Crossin s, Etc.
16 � Raisin Or Lowerin Of Sanitary Sewer, Storm Draina e Structures
17 L�1 Unsuitable Material Removal
18 0 Underdrains
19 � Storm Sewers
20 0 Sani Sewers And Force Mains
21 C✓1 Draina e
22 � Roadwa Base And Sub ade
23 ❑ As haltic Concrete Materials
24 ❑ Ad'ustment To The Unit Bid Price For As halt
25 ❑ General Plantin S ecifications
26 ❑ Hd e Deformed - Reformed Pi e Linin
27 ❑ Plant Mix Drivewa s
28 ❑ Re ortin Of Tonna e Of Rec cled Materials
29 Conerete Curbs
30 0 Concrete Sidewalks And Drivewa s
31 0 Soddin
32 Seedin
33 � Storm Manholes, Inlets, Catch Basins Or Other Storm Structures
34 0 Material Used
35 � Conflict Between Plans And S ecifications
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2.1
Section N — Technical Specifications
�J Street Si s
C� AudiolVideo Recordin Of Work Areas
� Erosion And Siltation Control
Utili Tie In Location Markin
0 Award Of Contract, Work Schedule And Guarantee
C� Potable Water Mains, Reclaimed Water Mains and A
Gas S stem S ecifications
❑ Tennis Courts
❑ Work Zone Tr�c Control
❑ Cured-In-Place Pi e Linin
❑ S ecifications for Pol eth lene Sli linin
n Snecifications for Polyvinyl Chloride Ribbed Pipe
U Gunite S ecifications
Sani and Storm Manhole Liner Restoration
C�1 Pro'ect Information Si s
❑ In-Line Skatin Surfacin S stem
Resident Notification of Start of Construction
Gabions and Mattresses
❑ Lawn Maintenance S ecifications
� _ ..... .. ..
and
Treatment Plant Safety
Traffic Signal Equipment and Materials
Signin� And Markine
C�1 Tree Protection
❑ Pro'ect Web Pa es
n Overhead Electric Line Clearance
fIELD ENGINEERING
LtNE AND GRADE SHALL BE PERFORMED BY THE
CONTRACTOR
' The Contractor shall provide and pay for field engineering service required for the project. Such.
work shall include survey work to establish lines and levels and to locate and lay out site:
improvements, structures, and controlling lines and levels required for the construction of the:
� work. Also included are such Engineering services as are specified or required to execute the;
Contractor's construction methods. Engineers and Surveyors shall be licensed professionals,
under the laws of the state of Florida. The Contractor shall provide three (3) complete sets of As-•
, built Survey to the Engineer prior to final payment being made as outlined in Section IIl
(General Conditions), Article 6.11.2 of these Contract Documents.
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2.1.1 GRADES, LINES AND LEVELS
Existing basic horizontal and vertical control points for the project are those designated on the;
Drawings or provided by the City. Control points (for alignment only) shall be established by the:
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Section N — Technical Specifications
Engineer. The Contractor shall locate and protect control points prior to starting site work and
shall preserve a11 permanent reference points during construction. In working near any
permanent properiy corners or reference markers, the Contractor shall use caze not to remove or
disturb any such markets. In the event that markers must be removed or are disturbed due to the
proximity of construction work, the Contractor shall have them referenced and reset by a Land
Surveyor qualified under the laws of the state of Florida.
2.1.2 LAYOUT DATA
The Contractor shall layout the work at the location and to the lines and grades shown on the
Drawings. Survey notes indicating the information and measzarements used in establishing
locations and grades shall be kept in notebooks and furnished to the Engineer with the record
drawings for the project.
2.2 LINE AND GRADE SHALL BE PERFORMED BY THE CITY
At the completion of all work the contractor shall be responsible to have fiunished to the project
inspector a replacement of the wooden lath a�d stakes used in the conshuction of this project.
Excessive stake replacement caused by negligence of Contractor's forces, after initial line and
grade have been set, as determined by the City Engineer, will be charged to the Contractor at the
rate of $100.00 per hour. Time shall be computed for actual time on the project. All time shall be
computed in one-hour increments. Minimum charge is $100.00. The City will generate the
project Record construction drawings.
3 DEFINITION OF TERMS
For the purpose of these Technical Specifications, the defuution of terms from SECTION III,
ARTICLE 1- DEFINITIONS of these Contract Documents shall apply.
For the pu.rpose of the Estimated Quantities, the Contractor's attention is called to the fact that
the estimate of quantities as shown on the Proposal Sheet is approximate and is given only as a
basis of calculation upon which the award of the contract is to be made. The City does not
assume any responsibility that the final quantities will remain in strict accordance with estimated
quantities nor shall the contractor plead misunderstandings or deception because of such estimate
of quantities or of the chazacter or location of the work or of other conditions or siivations
pertaining thereto.
3.1 REFERENCE STANDARDS
Reference to the standards of any technical society, organization, or associate, or to codes of
local or state authorities, shall mean the latest standard, code, specification, or tentative standard
adopted and published at the date of receipt of bids, unless specifically stated otherwise.
3.2 ABBREVIATIONS AND SYMBOLS
Abbreviations used in the Contract Documents are defined as follows:
AA Aluminum Association, Inc.
AAMA Architectural Aluminum Manufacturers' Association
AASHTO American Association of State Highway and Transportation
Oflicials
ACI
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American Concrete Institute
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Section N — Technical Specifications
AISI American Tron and Steel Institute
AMA Acoustical Materials Association
AMCA Air Moving and Conditioning Association, Inc.
ANSI American National Standards Institute
APA American Plywood Association
ASAE American Society of Agricultural Engineers
ASCE American Society of Civil Engineers
ASHRAE American Society of Heating Refrigerating and Air
Conditioning
ASME American Society of Mechanical Engineers
ASSE American Society of Sanitary Engineering
ASTM American Society for Testing and Materials
AWG American Wire Gauge
AWMA Aluminum Window Manufacturer's Association
AWS American Welding Society
AWWA American Water Works Association
CFR Code of Federal Regulations
CISPI Cast Iron Soil Pipe Institute
CRSI Concrete Reinforcing Steel Institute
CS Commercial Standards and National Bwreau of Standards
DEP Department of Environmental Protection (Florida)
DOT Department of Transportation (Florida)
EPA Environmental Protection Agency
FAC Florida Administrative Code
FBC Florida Building Code
FFPC Florida Fire Prevention Code
FGC Florida Gas Code
FMC Florida Mechanical Code
FPC Florida Plumbing Code
FedSpec Federal Specifications
HI Standards of Hydraulic Institute
IBBM Iron Body, Bronzed Mounted
IEEE Institute of Electrical and Electronics Engineers
IPS Iron Pipe Size
MIL Military Specification
NAAMM National Association of Architectural Meta1 Manufacturers
NBFU National Board of Fire Underwriters
NEC Nationa.l Electrical Code
NEMA National Electrical Manufacturers Association
NFPA National Fire Protection Association
NPT National Pipe Thread
NWMA National Woodwork Manufacturers' Association
PCA Portland Cement Association
PCI Prestressed Concrete Institute
SBC Standard Building Code (SBCCn
SBCCI Southem Building Code Congress International, Inc.
SDI Steel Door Institute
SFPC Standard Fire Prevention Code (SBCCI)
Page 9 of 128
snsi2o�z
Section N — Technical Specifications
SGC Standard Gas Code (SBCCI)
SJI Steel Joist Institute
SMACCNA Sheet Metal and Air Conditioning Contractors' National
Association
SMC Standard Mechanical Code (SBCCn
SPC Standazd Plumbing Code (SBCCI}
SPIB Southern Pine Inspection Bureau
SSPC Steel Structures Painting Council
TCA Title Council of America
UL Underwriters' Laboratories
4 ORDER AND LOCATION OF THE W�RK
This article deleted. See SECTION III, ARTICLE 18 — ORDER AND LOCATION OF THE
WORK.
5 EXCAVATION FOR UNDERGROUND WORK
The contractor is responsible to take a11 necessary steps to conduct all excavation in a manner
which provides for the successful completion of the proposed work while at all times
maintaining the safety of the workmen, the general public and both public and private property.
The contractor's methods of work will be consistent with the standard practices and requirements
of all appropriate Safety Regulatory Agencies, particulazly the Occupational Safety and Health
Administration (OSHA) requirements for excavation. Unless otherwise specifically stated in
these plans and specifications, the methods of safety control and compliance with regulatory
agency safety requirements are the full and complete responsibility of the contractor.
For the purposes of the Contractor's safety planning in the bidding process, the contractor is to
consider all excavation to be done in the performance of this contxact to be in soil classified as
OSHA "Type C". The Contractor's attention is called to specific requirements of OSHA for
excavation shoring, employee entry, location of excavated material adjacent to excavation, the
removal of water from the excavation, surface encuxnbrances and in particular the requirement of
a"Competent Person" to control safety operations. The Contractor will identify his Competent
Person to City staff at the start of construction.
City staff are required from time to time to perform inspections, tests, survey location work, or
other similar activity in an excavation prepared by the contractor. City staff in conformance with
the OSHA Excavation Safety Requirements are to only enter an excavation in compliance with
these OSHA standards. The City's staff reserve the option to refuse entry into the Contractor's
excavation if, in the opinion of the City's staff, the entry into the Contractor's excavation is
unsafe or does not conform OSHA requirements. If this circumstance occurs, the contractor must
either provide the necessary safety requirements or provide alternate means for the
accomplishment of the City's work at the Contractor's expense.
The restoration quantities, if any, contained in the bid proposal for this contract to not contain
sufficient quantities to allow the contractor to perform excavation work using strictly the "open
cut" method whereby no shoring systems are used and trench side slopes are cut to conform to
OSHA safety requirements without a shoring system. In addition to sa%ty reasons, the
Contractor is required to use excavation and trench-shoring rnethods in compliance with all
safety requirements which allow the Contractor to control the amount of restoration work
necessary to complete the project.
SectionIV.doc Page 1�of 128 5/IS/2�12
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Section N—Technical Specifications
Not more than one hundred (100) feet of trench shall be opened at one time in advance of the
completed work unless written permission is received from the Engineer for the distance
specified. For pipe installation projects, the trench shall be six (6) inches wider on each side than
the greatest external horizontal width of the pipe or conduit, including hubs, intended to be laid
in them. The bottom of the trench under each pipe joint shall be slightly hollowed, to allow the
body of the pipe to rest throughout its length. In case a trench is excavated at any place,
excepting at joints, below the grade of its bottom as given, or directed by the Engineer, the filling
and compaction to grade shall be done in such manner as the Engineer shall direct, without
compensation.
6 CONCRETE
Unless otherwise directed, all concrete work shall be performed in accordance with the latest
editions of the Design and Control of Concrete Mixtures by the Portland Cement Association, the
American Concrete Institute, and FDOT's Standard Specifications. All appropriate testing shall
be performed according to the American Society of Testing Materials.
Unless otherwise specified, a11 concrete shall have fiber mesh reinforcing and have a minimum
compressive strength of 3000 p.s.i. at 28 days. The cement type shall be Type I and shall
conform to AASHTO M-85. The aggregate shall conform to ASTM C-33. All ready mix concrete
shall conform to ASTM C-94. The sltunp for all concrete shall be in the range of 3" to 5", except
when admixtures or special placement considerations are required.
The Contractor sha11 notify the Project Inspector a mizumum of 24 hours in advance of all
concrete placement.
All concrete shall be tested in the following manner:
Placement of less than 5 cubic yards (cy) shall be tested at the Engineer's discretion. Otherwise,
for each class, for each day, for every 50 cy or part thereof exceeding 5 cy, one set of 3
compressive strength cylinders will be required (1 at 7 days and 2 at 28 days). At the discretion
of the Engineer, unacceptable test results may require the Contractor to provide further tests, as
determined by the Engineer, to determine product acceptability, or need for removal, and
compensation or denial thereof.
7
7.1
EXCAVATION AND FORMS FOR CONCRETE WORK
EXCAVATION
Excavating for concrete work shall be made to the required depth of the subgrade or base upon
which the concrete is to be placed. The base or subgrade shall be thoroughly compacted to a
point 6" outside said concrete work before the forms are placed. Concrete shall be poured "in the
�'°•
7.2 FORMS
Forms for concrete work shall be either wood or metal (except curbs, metal only, unless by
written permission from Engineer). They shall be free from warps or bends, shall have a depth
equal to the dimensions required for the depth of the concrete deposited against them and shall
be of sufficient strength when staked to resist the pressure of concrete without moving or
springing.
SectionIV.doc Page l I of 128 5l15/2012
Section N — Technical Specifications
8 REINFORCEMENT
When required, reinforcement shall be placed in the concrete work. Bar reinforcement sha11 be
deformed: ASTMA-A 615, steel shall be billet Intermediate or Hard Grade: Rail Steel
A.A.S.H.T.O. M42. Twisted Bars shall not be used, Fabric Reinforcement shall conform to the
requirements of AASHTO M55 (ASTM A185). Welded deformed steel wire fabric for Concrete
reinforcement shall meet the requirements of AASHTO M 221 (ASTM A497). Epoxy coated
reinforcing Steel Bars shall meet ASTM 775/A77 M-86 requirements.
8.1 BASIS OF PAYMENT
Reinforcement shall not be paid for separately. T'he cost of such work shall be included in the
contract unit price for the item of work specified.
9 OBSTRUCTIONS
Any pipes, conduits, wires, mains, footings, driveways, or other structures encountered shall be
carefully protected from injury or displacement. Any damage thereto shall be fully, promptly, and
properly repaired by the Contractor to the satisfaction of the Engineer and the owner thereof.
Should it become necessary to change the position of water or gas or other pipes, sewer drains,
or poles, the Engineer shall be at once notified of the locality and circumstances, and no claims
for damages arising from the delay in adjusting the pipe, sewer drains or poles shall be made.
Failure of the plans to show the location, nature or extent of any existing sfiructures or
obstructions shall not be the basis of a claim for extra work. Any survey monuznent or
benchmark which must be disturbed shall be carefully referenced before removal, and unless
otherwise provided for, shall be replaced upon completion of the work by a registered land
surveyor. Any concrete removed due to construction requirements shall be removed to the
nearest expansion joint or by saw cut. Contractor shall consult Inspector for the approved means.
10 RESTORATION OR REPLACEMENT OF DRIVEWAYS,
CURBS. SIDEWALKS AND STREET PAVEMENT
Driveways, sidewalks, and curbs destroyed or damaged during construction shall be replaced and
shall be the same type of material as destroyed or damaged, or to existing City Standards,
whichever provides the stronger repair. All street pavement destroyed or damaged shall be
replaced with the same type of material, to existing City Standards, unless the existing base is
unsuitable as determined by the Engineer, then the base shall be replaced with City approved
material. All replaced base shall be a minimum 8" compacted thickness, or same thickness as
base destroyed plus 2", if over 6", and compacted to 98% of maximum density per AASHTO T
180.
Unless called for in the proposal as separate bid items, cost of the above work including labor,
materials and equipment required shall be included in the bid price per lineal foot of main or
square yard of base.
The bid price for street pavement, restoration or replacement when called for in the proposals,
shall include all materials, labor and equipment required to complete the work, and shall be paid
for on a square yard basis. When replacement is over a trench for utilities, the area of
replacement shall be limited to twice the depth of the cut plus twice the inside diameter of the
pipe. All over this will be at the Contractor's expense.
SectionN.doc Page 12 of t28 5/IS/2012
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Section N — Technical Specifications
The bid price for restoration or placement of driveways, curbs and sidewalks, when called for in
the proposals, shall include all materials, labor and equipment required to complete the work and
shall be paid for on the basis of the following units: Driveways, plant mix - per square yard:
concrete - per square foot; curbs - per lineal foot; sidewalk 4" or 6" thick - per square foot.
Concrete walks at drives shall be a minimum of 6" thick and be reinforced with 6/6 X 10/10
welded wire mesh (also see Articles 8 and 30}.
The Contractor shall notify the Project Inspector a minimum of 24 hours in advance of all
driveway, curb, sidewalk and street restoration and replacement work.
11 WORK IN EASEMENTS OR PARKWAYS
Restoration is an important phase of construction, particulazly to residents affected by the
conshuction progress.
The Contractor will be expected to complete restoration Activities within a reasonable time
1 following primary construction activity. Failure by the Contractor to accomplish restoration
within a reasonable time shall be justification for a temporary stop on primary construction
activity or a delay in approval of partial payment requests.
, Reasonable care shall be taken for existing shrubbery. Contractor shall replace all shrubbery
removed or disturbed during construction. No separate payment shall be made for this work.
, The contractor shall make provision and be responsible for the supply of all water, if needed, on
any and all phases of the contract work. The contractor shall not obtain water from local
residents or businesses except as the contractor shall obtain written permission.
, Reuse water is available for the Contractor's use without chazge from the City's wastewater
treatment plants, provided the water is used on City of Clearwater contractual work. Details for
Contractor to obtain and reuse water from the treatment plants will be coordinated at the pre-
, construction conference. The Contractor's use of reuse water must conform to all regulatory
requirements.
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12 DEWATERING
12.1 GENERAL
Unless specifically authorized by the Engineer, all pipe, except subdrains, shall be laid "in the
dry". The contractor shall dewater trench excavation as required for the proper execution of the
work, using one or more of the following approved methods: well point system, trenched gravity
underdrain system, or sumps with pumps.
Well point systems must be efficient enough to lower the water level in advance of the
excavation and maintain it continuously in order that the trench bottom and sides shall remain
firm and reasonably dry. The well points shall be designed especially for this type of service, and
the pumping unit used shall be capable of maintaining a high vacuum, and at the same time, of
handling large volumes of air as well as of water.
The Contractor shall be responsible for disposing of all water resulting from trench dewatering
operations, and shall dispose of the water without damage or undue inconvenience to the work,
the surrounding area, or the general public. He shall not dam, divert, or cause water to flow in
excess in existing gutters, pavements or other structures: and to do this he may be required to
conduct the water to a suitable place of discharge may be determined by the Engineer.
SectionN.doc Page 13 of l28 5/15/2012
Section N — Technical Specifications
The cost of dewatering sha.11 be included in the unit price bid per lineal foot of pipe, or, in the
case of other underground structures, in the cost of such structures.
12.2 PERMIT REQUIREMENTS
12.2.1 DEWATERING CONTROL
The City of Clearwater will hold the Contractor responsible for obtaining a Generic Permit for
the Discharge of Produced Groundwater from Any Non-Contaminated Site Activity prior to
dewatering or discharging into the City's streets, storm sewers or waterways.
Prior to discharging produced groundwater from any construction site, the contractor must
collect samples and analyze the groundwater, which must meet acceptable discharge limits. The
following document has been incorporated into this section for reference...
12.2.2 GENERIC PERMIT FOR THE DISCHARGE OF PRODUCED
GROUND WATER FROM ANY NON-CONTAMINATED SITE
ACTI�/ITY
City Notification Procedure - Contractor must provide the City of Clearwater Environmental
Department with the following information prior to beginning dewatering activities:
1} A copy of all groundwater laboratory results
2) A copy of the FDEP Notification
It is recommended that the Contractor call or meet with the City Environmental staff if you have
any questions. You may contact the City at 562-4750 for direction or further assistance.
STATE OF FLORIDA
DEPARTMENT OF ENVIRONMENTAL PROTECTIDN
GENERIC PERMITOR THE DISCHARGE OF PRODUCED GROUND WATER
FROM ANY NON-CONTAMINATED SITE ACTIVITY
The facility is authorized to discharge produced ground water from any non-contaminated site
activity which discharges by a point source to surface waters of the State, as defined in Chapter 62-
620, F.A.C., only if the reported values for the parameters listed in Table 1 do not exceed any of the
listed screening values. Before discharge of produced ground water can occur from such sites,
analytical tests on samples of the proposed untreated discharge water shall be performed to
determine if contamination exists.
Minimum reporting requirements for a11 produced ground water dischargers. The effluent shall be
sampled before the commencement of discharge, again within thirry (30} days after commencement
of discharge, and then once every six (6) months for the life of the project to maintain continued
coverage under this generic permit. Samples taken in compliance with the provisions of this permit
shall be taken prior to actual discharge or mixing with the receiving waters. The e$luent shall be
sampled for the parameters listed in Table 1.
SectionIV.doc
TABLE 1
Page 14 of 128
Screening Values for Discharges into:
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Section IV — Technical Specifications
Parameter Fresh Waters Coastal Waters
Tota1 Organic Carbon (TOC) 10.0 mg/1 10.0 mg/1
PH, standard units 6.0-8.5 6.5-8.5
Tota1 Recoverable Mercury — by Method 1631 E 0.012 µg/1 0.025 µg/1
Total Recoverable Cadmium 9.3 µg/1 9.3 µg/1
Total Recoverable Copper 2.9 µg/1 2.9 µg/1
Total Recoverable Lead 0.03 mg/1 5.6 µg/1
Total Recoverable Zinc 86.0 µg/1 86.0 µg/1
Total Recoverable Chromium (Hex.) 11.0 µg/1 50.0 µg/1
Benzene 1.0 µg/1 1.0 µg/1
Naphthalene 100.0 µg/1 100.0 µg/1
If any of the analytical test results exceed the screening values listed in Table 1, except TOC, the
discharge is not authorized by this permit or bv the Cit�ofClearwater.
(a) For initial TOC values that exceed the screening values listed in Table 1, which
may be caused by naturally occurring, high molecular weight organic
compounds, the permittee may request to be exempted from the TOC
requirement. To request this exemption, the permittee shall submit additional
information with a Notice of Intent (NOI), described below, which describes the
method used to determine that these compounds are naturally occurring. The
Deparhnent shall grant the exemption if the permittee ai�rmatively demonstrates
that the TOC values are caused by naturally occurring, high molecular weight
organic compounds.
(b) The NOI shall be submitted to the appropriate Department district off'ice thirry
(30) days prior to discharge, and contain the following information:
1. the name and address of the person that the permit coverage will be issued
to;
2. the name and address of the facility, including county location;
3. any applicable individual wastewater permit number(s);
4. a map showing the facility and discharge location (including latitude and
longitude);
5. the name of the receiving water; and
6. the additional information required by paragraph (3)(a) of this permit.
' (c) Discharge shall not commence until notification of coverage is received from the
Department.
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SectionIV.doc Page 15 of 128 5/15/2012
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Section IV — Technical Specifications
For fresh waters and coastal waters, the pH of the effluent shall not be lowered to less than 6.0
units for fresh waters, or less than 6.5 units for coastal waters, or raised above 8.5 units, unless
the permittee submits natural background data confirming a natural background pH outside of
this range. If natural background of the receiving water is determined to be less than 6.0 units
for fresh waters, or less than 6.5 units in coastal waters, the pH shall not vary below natural
background or vary more than one (1) unit above natural background for fresh and coastal
waters. If natuxal background of the receiving water is determined to be higher than 8.5 units,
the pH shall not vary above natural background or vary more than one (1) unit below natural
background of fresh and coastal waters. The permittee shall include the natural background pH
of the receiving waters with the results of the analyses required under paragraph (2) of this
permit. For purposes of this section only, fresh waters are those having a chloride concentration
of less than 1500 mg/1, and coastal waters are those having a chloride concentration equal to or
greater than 1500 mg/1.
In accordance with Rule 62-302.500(1)(a-c), F.A.C., the discharge sha11 at all times be free from
floating solids, visible foam, turbidity, or visible oil in such amounts as to form nuisances on
surface waters.
If contamination exists, as indicated by the results of the analytical tests required by paragraph
(2), the dischazge cannot be covered by this Generic Permit. The facility sha11 apply for an
individual wastewater permit at least ninety (90) days prior to the date discharge to surface
waters of the State is expected, or, if applicable, the facility may seek coverage under any other
applicable Department generic permit. No discharge is permissible without an ei�ective permit.
If the analytical tests required by paragraph (2) reveal that no contamination exists from any
source, the facility can begin discharge immediately and is covered by this pernut without having
to submit an NOI request for coverage to the Department. A short summary of the proposed
activity and copy of the analytical tests shall be sent to the applicable Department district office
within one (1) week after discharge begins. These analytical tests shall be kept on site during
discharge and made available to the Department if requested. Additionally, no Discharge
Monitoring Report forms are required to be submitted to the Department.
All of the general conditions listed in Rule 62-621.250, F.A.C., are applicable to this Generic
Permit. There are no annual fees associated with the use of this Generic Permit.
13 SANITARY MANHOLES
13.1 BUILT UP TYPE
Manholes shall be constructed of brick with cast iron frames and covers as shown on the
drawings. Invert channels shall be constructed smooth and semicircular in shape conforming to
inside of adjacent sewer section. Changes in direction of flow shall be made in a smooth curve of
as large a radius as possible. Changes in size and grade of channels shall be made gradually and
evenly. Invert channels shall be formed by one of the following methods: form directly into
concrete manhole base, build up with brick and mortar, lay half tile in concrete, or lay full
section of sewer pipe through manhole and break out top half of pipe.
The manhole floor outside of channels shall be made smooth and sloped toward channels.
Free drop in manholes from inlet pipe invert to top of floor outside the channels shall not exceed
twenty four inches.
Standard Drop Manholes shall be constructed wherever free drop exceeds twenty four inches.
SectionIV.doc Page 16 of 128 5/l5/2012
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Section IV — Technical Specifications
Manhole steps shall not be provided. Joints shall be completely filled and the mortar shall be
smoothed from inside of manholes.
The entire exterior of brick manholes shall be plastered with one half inch of mortar.
Brick used may be solid only. Brick shall be laid radially with every sixth course being a
stretcher course.
13.2 PRECAST TYPE
Precast Sanitary Manholes shall conform to this specification unless otherwise approved by the
City Engineer.
AASHTO M 85 Type II cement shall be used throughout with a minimum wall thickness of 5
inches. The precast sections sha11 conform to ASTM C 4781atest revision. Section joints shall be
a tongue and groove with "ram neck" gasket or "O" ring to provide a watertight joint. Minimum
concrete strength shall be 4000 psi at 28 days.
Three sets of shop drawings and location inventory shall be submitted to the City Engineer for
approval. Approval of shop drawings does not relieve contractor of responsibility for compliance
to these specifications unless letter from contractor requesting specific variance is approved by
the City Engineer.
Location inventory submitted with shop drawing shall detail parts of manhole per manhole as
� numbered on the construction plans. All manhole parts shall be numbered or lettered before
being sent to the job site to permit proper construction placement. A plan or list of the numbering
system shall be present on the job site when manhole components are delivered.
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Precast manhole dimensions, drop entry, grout flow of channel, etc., shall be as shown on City of
Clearwater Engineering Index #302 Sheets 1 and 2 of 2.
Manhole sections shall be rejected if abused during shipping or placement and if pipe openings
are not properly aligned. The "break in" to precast manholes for pipe entry will not be allowed.
The manhole base sha11 be set on a pad of A 1 or A 2 Classification soil approximately five (5}
inches thick to secure proper seating and bearing.
13.2.1 MANHOLE ADJUSTMENT RINGS (GRADE RINGS)
Between the top of the manhole cone and the manhole cover frame, a manhole adjustment ring
shall be installed. The intent of the manhole adjustment ring is to accommodate future grade
changes without disturbing the manhole. See Section IV, Article 23.7 — Asphaltic Concrete —
Adjustment of Manholes.
13.3 DROP MANHOLES
Standard drop inlets to manholes shall be constructed of commercial pipe, fittings and specials as
detailed on the drawings.
13.4 FRAMES AND COVERS
Manhole frames and covers shall be set in a full bed of mortar with the top of the cover flush
with or higher than iinished grade as directed. Refer to Detai1301.
SectionIV.doc Page 17 of 128 5/l5/2�i2
Section IV —Technical Specifications
13.5 MANH�LE COATINGS
The exterior and interior of all built up manholes shall be coated with two (2) coats of Type II
Asphalt emulsion, moisture and damp proof (Specification ASTM D 1227 Type II Class I) as
manufactured by W.R. Meadows Sealtite or approved equal. Interior of built up manholes which
have sewers entering with a free drop or which receive discharge from a force main shall have
the inside plastered with U2-inch of grout and coated as precast manholes below.
The exterior of all precast manholes shall have a 15 mil dry thickness of PROCO EP214-351
Sewper Coating or approved equal. The interior shall be AGRU SUREGRIP HDPE or PP-R
Liner with a minimum thickness of 2 mm.
13.6 CONNECTIONS TO MANHOLES
Connections to existing sanitary manholes using approved PVC sewer main shall be made with a
manhole adapter coupling by Flo Control, Inc., or approved water stop coupling.
14 BACKFILL
Material for backfill shall be carefully selected from the excavated material or from other sources
as may be required by the Engineer. Such material shall be granular, free from organic matter or
debris, contain no rocks or other hard fragments greater than 3" in the largest dimension and all
fill shall be similar material.
Backfill placed around pipes shall be carefully placed around the sides and top of pipe by hand
shovels and thoroughly compacted to 12" above the pipe by tamping or other suitable means.
Backfill under all types of paving shall be compacted in layers not to exceed 12" in thickness
unless alternate method is approved by the Engineer. Backf'ill shall be a minimum of 98%
compaction as determined by the modified Proctor Density Test to the bottom of pavement.
Backfill outside of pavement areas shall be compacted the full depth to the ground surface to a
minimum of 95% compaction of AASHTO T 180 Standard Density Test.
The cost of backfill shall be included in the unit price bid per lineal foot of the pipe, or, in the
case of other underground structures, in the cost of such structure.
15 STREET CROSSINGS, ETC.
At such crossings, and other points as may be directed by the Engineer, the trenches shall be
bridged in an open and secure manner, so as to prevent any serious interruption of travel upon
the roadway or sidewalk, and also to afford necessary access to public or private premises. The
material used, and the mode of constructing said bridges, and the approaches, thereto, must be
satisfactory to the Engineer.
The cost of all such work must be included in the cost of the trench excavation.
16 RAISING OR LOWERING OF SANITARY SEWER, STORM
DRAINAGE STRUCTURES
Sanitary Sewer or Storm Drainage Stn.ictures shall be raised or lowered as indicated on the plans
or as indicated by the Engineer.
SectionIV.doc Page 18 of 128 5/15/2012
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Section N — Technical Specifications
' 16.1 BASIS OF PAYMENT
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Payment, unless covered by a bid item, shall be included in the cost of the work.
17 UNSUITABLE MATERIAL REM�VAL
� All unsuitable material, such as muck, clay, rock, etc., shall be excavated and removed from the
site. All material removed is property of the Contractor, who shall dispose of said material off-
site at his expense. The limits of the excavation shall be determmed in the field by the Engineer.
� 17.1 BASfS OF MEASUREMENT
The basis of ineasurement shall be the amount of cubic yards of unsuitable material excavated
� and replaced with suitable material as determined by either cross sections of the excavation,
truck measure, or lump sum as specified in the Scope of Work and Contract Proposal.
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17.2 BAStS OF PAYMENT
The unit price for the removal of unsuitable material sha11 include: all materials, equipment,
tools, labor, disposal, hauling, excavating, dredging, placing, compaction, dressing surface and
incidentals necessary to complete the work. If no pay item is given, the removal of unsuitable
material shall be included in the most appropriate bid item.
18 UNDERDRAINS
The Contractor sha11 construct sub-surface drainage pipe as directed in the Contract Scope of
Work and detail drawings contained in the Project construction plans. In general, underdrain pipe
shall be embedded in a bed of #6 FDOT crushed aggregate, located behind the back of curb and
aggregate surface covered with a non-degradable fibrous type filter material. A#57 aggregate
may be used in lieu of #6 if it is washed and screened to remove fines. The aggregate may be
stone, slag or crushed gravel. Unless otherwise noted on the plans, underdrain pipe shall be 8"
diameter, polyvinyl chloride pipe, in conformance with ASTM F-758 "Standard Specification
For Smooth Wall PVC Underdrain Systems for Highways" latest revision, minimum stiffness of
46 in conformance with ASTM D2412, perforations in conformance with AASHTO M-189
described in FDOT Section 948-4.5 or latest revision and in conformance with ASTM D3034 -
SDR 35.
Alternate acceptable underdrain pipe material is Contech A-2000 which is a rigid PVC pipe
exceeds ASTM Specifications D1784, minimum cell classification of 12454B or 12454C,
manufactured per ASTM F949-93a, minimum pipe stiffness of 50 psi, with no evidence of�
splitting, cracking or breaking when pipe is tested in accordance with ASTM D2412 at 60%
flatting and with a double gasket joint. •
Underdrain pipe placed beneath existing driveways and roadways shall be non-perforated pipe
with compacted backfill. All poly-chloride pipe which has become deteriorated due to exposure
to ultra violet radiation shall be rejected. Where ductile iron pipe is specified, pipe material shall
be the same as specified for potable water pipe in these technical specifications. All underdrain
aggregate shall be fully encased in a polyester filter fabric "sock" (Miraf'i 140-N or approved
equal) per the construction detail drawings.
SectionN.doc Page I9 of 128 5/15/2012
Section IV — Technical Specifications
18.1 BASIS OF MEASUREMENT
Measurement shall be the number of lineal feet of 8" Sub-drain in place and accepted.
18.2 BASIS OF PAYMENT
Payment shall be based upon the unit price per lineal foot for underdrain as measured above,
which sha11 be full compensation for a11 work described in this section of the specifications and
shall include all materials, equipment, and labor necessary to construct the underdrain
(specifically underdrain pipe, aggregate and filter fabric). Underdrain clean-outs, sod, driveway,
road and sidewalk restoration shall be paid by a separate bid item.
19 STORM SEWERS
All storm drain pipe installed within the City of Clearwater shall be reinforced concrete unless
otherwise specified or approved by the City Engineer. Said pipe shall comply with Section 941
of the current FDOT Specifications.
All reinforced concrete pipe joints shall be wrapped with Mirafi 140N filter fabric or equivalent
(as approved by the City Engineer). The cost for all pipe joint wraps shall be included in the unit
price for the pipe.
All pipe, just before being lowered into a trench, is to be inspected and cleaned. If any difficulty
is fouzid in the fitting the pieces together, this fitting is to be done on the surface of the street
before laying the pipe, and the tops plainly marked in the order in which they are to be laid. No
pipe is to be trimmed or chipped to fit. Each piece of pipe is to be solidly and evenly bedded, and
not simply wedged up. Before finishing each joint, some suitable device is to be used to find that
the inverts coincide and pipe is clear throughout.
19.1 AS BUILT INFORMATION
The Contractor sha11 submit to the Engineer the stations and left or right offsets of all manholes,
inlet structures and terminals ends of subdrains, as measured from the neazest downstream
manhole along the centerline of the sewer along with the elevations of the north edge of manhole
cover, inverts of all pipe in structures, and the flow line of inlets. (Gutter)
19.2 TESTING
The Contractor shall take all precautions to secure a perfectly watertight sewer under all
conditions. At the discretion of the City Engineer or his designee, the watertightness of a sewer
which has a crown lying below groundwater level may be tested by measuring the infiltration.
The watertightness of sewers having crowns lying above groundwater level may be tested by
filling the pipe with water so as to produce a hydrostatic head of two feet or more above the
crown of the sewer at the upper end of the test section of the water table outside of the sewer,
whichever is higher, and then measuring the exfiltration. In no case shall the infiltration or
exfiltration exceed 150 gallon per inch of diameter per mile per day. The Contractor shall furnish
all labor, materials and equipment to test the amount of infiltration or e�ltration under the
Engineer's direction. Where the infiltration or exfiltration is excessive the Contractor at his own
expense shall take the necessary steps to remedy such conditions by uncovering the sewer,
remaking the joints or by replacing the entire length of sewer as required by the Engineer. No
trench made joints may be backfilled until after they have been tested and found to be
acceptable. Care shall be taken to avoid flotation.
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The above tests shall be performed at the discretion of the Engineer on any or all sections of the
line.
19.3 BASIS OF PAYMENT
Payment shall be the unit price per lineal foot for storm sewer pipe in place and accepted,
� measured along the centerline of the storm sewer pipe to the inside face of exterior walls of
storm manholes or drainage structures and to the outside face of endwalls. Said unit price
includes all work required to install the pipe (i.e. all materials, equipment, filter fabric wrap,
� labor and incidentals, etc.).
20 SANITARY SEWERS AND FORCE MAINS
� 20.1 MATERIALS
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20.1.1 GRAVITY SEWER PIPE
GRAVITY SEWER PIPE SHALL BE POLYVINYL CHLORIDE OR DUCTILE IRON.
Polyvinyl chloride pipe and fittings shall conform with ASTM specification D 3034 for S.D.R.
35. Sewer pipe with more than 10 feet of cover shall be SDR 26. The pipe shall be plainly
mazked with the above ASTM designation. The bell end of joints and fittings sha11 have a rubber
sealing ring to provide a tight flexible seal in conformance with ASTM D 3212 76. The laying
length of pipe joints shall be a maximum of 20-feet.
Unless otherwise noted in these specifications or construction plans, Ductile Iron pipe and
fittings for gravity sewer shall conform to Section 41 of these Technical Specifications for DIP
water main except pipe shall be interior "polylined" in accordance with manufacturer's
recommendations. Where sanitary sewer main is to be placed between building lots in a sideline
easement, the sewer main shall, insofaz as possible, be constructed without manholes or lateral
connections within the side easement. The pipe material in the side easement between streets
shall be C 900, SDR 18 polyvinyl chloride water main pipe as described in Technical Section 41.
A two-way cleanout shall be installed on each lateral at the property line.
20.'1.2 FORCE MAIN PIPE
FORCE MAIN PIPE SHALL BE POLYVINYL CHLORIDE OR DUCTILE IRON. Unless
otherwise noted in the specifications or construction plans, both polyvinyl chloride and ductile
iron force main pipe and fittings shall conform to Section 41 of these Technical Specifications
for water main pipe except that DIP shall be "polylined" in accordance with manufactures
recommendations.
All polyvinyl chloride pipe which has become deteriorated due to exposure to ultra violet
radiation shall be rejected.
20.2 INSTALLATION
20.2.1 GRAVITY SEWER PIPE
Installation of gravity sewer pipe shall be in conformance with recommended practices contained
in ASTM D 2321 and Unibell LJNI B 5.
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The bottom trench width in an unsupported trench shall be limited to the minimum practicable
width (typically pipe OD plus 8 to 12-inch on each side) allowing working space to place and
compact the haunching material. The use of trench boxes and movable sheeting shall be
performed in such a manner that removal, backfill and compaction will not disturb compacted
haunching material or pipe alignment.
Dewatering of the trench bottom shall be accomplished using adequate means to a11ow
preparation of bedding, placement of the haunching material and pipe in the trench without
standing water. Dewatering shall continue until sufficient backfill is placed above the pipe to
prevent flotation or misalignment.
Where pipe bedding is insufficient to adequately support pipe, the contractor will be required to
remove unsuitable material and bed pipe in Class I material (1/2" Dia. aggregate) to provide firm
support of pipe.
Connections to manholes with sanitary pipe shall use a joint 2 feet in length and shall use an
approved water stop around pipe joint entry.
The laterals shown on the plans do not necessarily reflect
required to locate all existing laterals for reconnection and
inspector the location of all new laterals.
20.2.2 FORCE MAIN PIPE
exact locations. The contractor is
to coordinate with the construction
Installation of force main pipe shall be in conformance with Section 41 of these Technical
Specifications for water main pipe.
20.3 AS BUILT DRAWINGS
The contractor shall submit to the Engineer a marked set of "As Built" construction drawings
describing both the stations and left or right offset of all lateral terminal ends as measured from
the nearest downstream manhole along the center line of the sewer main. The as built drawings
will also describe elevations of the north edge of the manhole cover rings and inverts of all main
pipes in manholes.
20.4 TESTING
20.4.1 TESTING OF GRAVITY SEWERS
The Contractor shall take all precautions to secure a perfectly water tight sewer under all
conditions. The water tightness of a sewer which has a crown lying below groundwater level
may be tested by measuring infiltration. The water tighmess of sewers having crowns lying
above groundwater level may be tested by filling the pipe with water so as to produce a
hydrostatic head of two feet or more above the crown of the sewer at the upper end of the test
section or the water table outside of the sewer, whichever is higher, and then measuring the
exfiltration. In no case shall the infiltration or exfiltration exceed 50 gallon per inch of diameter
per mile per day. The Contractor shall furnish all labor, materials and equipment to test the
amount of infiltration or exfiltration under the Engineer's direction. Where the infiltration or
exfiltration is excessive, the Contractor at his own expense shall take the necessary steps to
remedy such conditions by uncovering the sewer, remaking the joints or by replacing the entire
length of sewer as required by the Engineer. No such repaired joints may be backfilled until after
they have been tested and found to be acceptable. Caze shall be taken to avoid flotation. The
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Contractor shall TV inspect all mains to verify the true and uniform grade and the absence of
bellies or dropped joints prior to acceptance. Any infiltration, dips or sags of more than 1/4-
inches shall be cause for rejection.
The above tests shall be performed at the discretion of the Engineer on any or all sections of the
line.
20.4.2 TESTING OF FORCE MAINS
Force mains shall be tested under a hydrostatic pressure of 150 P.S.I. for two (2) hours, as
described in Section 41.04 of these Technical Specifications for the testing of water mains.
20.5 BASIS OF PAYMENT
20.5.1 GRAVITY SEWER PIPE
Payment for in place sanitary sewer gravity main pipe shall be the unit price per lineal foot per
� appropriate range of depth of cut as contained in the contract proposal. Measurement for
payment shall be along the centerline of the sewer main from center to center of manholes.
� Payment for laterals shall be the unit price per lineal foot of pipe as measured from the centerline
of the sewer main pipe to the terminal end of the lateral pipe including a two-way cleanout at the
property line.
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Payment for sewer pipe shall include all labor, equipment and materials necessary to complete
the installation. T'his shall include clearing and grubbing, excavation, shoring and dewatering,
backfill and grading.
20.5.2 FORCE MAIN PIPE
Payment and measurement of force main pipe shall be the same as described in Section 41 of
these Technical Specifications for water main pipe.
21 DRAINAGE
The Contractor shall provide proper outlet for all water courses and drains interrupted during the
progress of the work and replace them in as good condition as he found them.
22 ROADWAY BASE AND SUBGRADE
22.1 BASE
This specification describes the construction of roadway base and subgrade. The Contractor shall
� refer to Section IV, Article 1"Scope of Work" of the city's Contract Specifications for additional
roadway base and subgrade items.
Roadway base shall be 8" compacted minimum thickness unless otherwise noted on the plans or
� directed by the Engineer. The subgrade shall be 12" compacted minimum thickness with a
minimum Limerock Bearing Ratio (LBR) of 40 unless otherwise noted on the plans or directed
by the Engineer. The Contractor shall obtain from an independent testing laboratory a Proctor
� and an LBR for each type material. The Contractor shall also have an independent testing
laboratory perform all required density testing. Where unsuitable material is found within the
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Section IV — Technical Specifications
limits of the base, Section N, Article 17 (Unsuitable Material Removal) of the city's Contract
Specifications will apply.
Once the roadway base is completed, it shall be primed that same day (unless otherwise directed
by the Engineer) per Section 300 of FDOT's Standard Specifications (latest edition). Repairs
required to the base that result from a failure to place the prime in a timely manner shall be done
to the City's satisfaction, and at the Contractor's expense. No paving of the exposed base can
commence until the City approves the repaired base. The cost for placement of prime material
shall be included in the bid item for base.
The Contractor shall notify the Project Inspector a minimum of 24 hours in advance of all base
and subgrade placement or reworking.
The following base materials are acceptable:
1. SHELL BASE: Shell base shall be constructed in accordance with Sections 200 and 913
of FDOT's Standard Specifications (latest edition), and shall have a minimtun compacted
thickness as shown on the plans. The shell shall be FDOT approved. 'The cost of the
prime coat shall be includ�d in the bid item price for base.
2. LIMEROCK BASE: Limerock base shall be constructed in accordance with Sections
200 and 911 of FDOT's Standard Specifications (latest edition), and shall have a
minimum compacted thickness as shown on the plans. The limerock shall be from a
FDOT approved certified pit. The cost of the prime coat shall be included in the bid item
price for base.
3. CRUSHED CONCRETE BASE: Crushed concrete base shall be constructed in
accordance with Sections 204 and 901 of FDOT's Standard Specifications (latest edition),
and shall have a minimum compacted thickness as shown on the plans. The crushed
concrete material shall be FD�T approved. The Contractor shall provide certified
laboratory tests on gradation to confirm that the crushed concrete base material conforms
to the above specifications. The LBR shall be a minimum of 185. LBR and gradation
tests shall be provided to the city by the Contractor once a week for continuous
operations, or every 1000 tons of material, unless requested more frequently by the City
Engineer or designee. The cost of the prime coat shall be included in the bid item price
for base.
4. SOIL CEMENT BASE: Unless otherwise noted, soil cement base shall be constructed
in accordance with Section 270 of FDOT's 2000 Standard Specifications, and shall have
a minimum compacted thickness as shown on the plans. An Asphalt Rubber Membrane
Interlayer (ARMn shall be included in the pavement design per Section 341 of FDOT's
Standard Specifications (latest edition) to minimize reflective cracking unless otherwise
noted in the project plans and specifications. The ARMI layer shall be overlaid with
asphalt on the same day it is placed for the Contractor to receive full compensation for
the work.
The soil cement base design shall be by a certified lot under the direction of a Registered
Florida Professional Engineer, and must be approved by the City Engineer. Said design
shall provide for a minimum of 300 P.S.I. in seven days. All plant mixed soil cement shall
be certified by a registered laboratory that has been approved by the Engineer.
The only approved method for spreading the cement is the use of a spreader box. The use
of a spreader bar for spreading cement will not be allowed. The applying of the cement
shall not be allowed when the wind velocity is sufficient to jeopardize material interests
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Section N — Technical Specifications
(i.e. vehicles, etc.) from airborne cement particles. The density testing frequency shall be
at the discretion of the registered Florida Professional Engineer responsible for the soil
cement design.
5. ASPHALT BASE: Full depth asphalt base shall be constructed in accordance with
Section 280 of FDOT's 2000 Standard Specifications, and shall have a minimum
compacted thickness as shown on the plans. The cost for preparation, placement and
compaction shall be included in the per ton unit cost for asphalt unless otherwise noted in
the project scope and plans. The cost of the tack coat shall be included in the bid item
price for asphalt or base.
6. REWORI�D BASE: When the plans call for the working of the existing base, the
finished reworked base shall have a minimum compacted thickness of 8" unless
otherwise shown on the plans or directed by the Engineer, and be constructed in
accordance with the applicable FDOT requirements for the type of material used. The
density requirements (except for asphalt and soil cement base) shall be per Section 200-7
of FDOT's Standard Specifications (latest edition). For asphalt, the density requirements
are per Section 330-11 and for soil cement per Section 270-5 of FDOT's 2000 Standard
Specifications.
22.1.1 BASIS OF MEASUREMENT FOR BASE AND REWORKED BASE
The basis of ineasurement shall be the number of square yards of base in place and accepted as
called for on the plans. The maximum allowable deficiency shall be a half-inch (1/2"). Areas
deficient in thickness shall either be fixed by the Contractor to within acceptable tolerance, or if
so approved in writing by the City Engineer, may be left in place. No payment, however, will be
made for such deficient areas that are left in place.
22.1.2 BAS1S OF PAYMENT FOR BASE AND REWORKED BASE
The unit price for base shall include: all materials, roadbed preparation, placement, spreading,
compaction, finishing, prime, base, subgrade (unless the plans specify a separate pay item),
stabilization, mixing, testing, equipment, tools, hauling, labor, and all incidentals necessary to
complete the work. Payment for asphalt base shall be included in the per ton unit cost for asphalt
unless otherwise noted in the project scope and plans.
22.2 SUBGRADE
All subgrade shall be stabilized and constructed in accordance with Sections 160 and 914 of
' FDOT's Standard Specifications (latest edition) unless otherwise noted herein. All subgrade shall
have a minimum compacted thickness of 12" unless otherwise shown on the plans or directed by
the Engineer. If limerock is used, it shall also meet the requirements uf Section 911 of FDOT's
� Standard Specifications (latest edition). Where unsuitable material is found within the limits of�
the subgrade, Section IV, Article 17 (Unsuitable Material Removal) of the city's Contract
Specifications will apply. The extent of said removal shall be determined by the Engineer in
� accordance with accepted construction practices. The Contractor is responsible for clearing,
grading, flling, and removing any trees or vegetation in the roadbed below the subgrade to
prepaze it per the plans. The cost of this work shall be included in the unit price for base or
' subgrade. The Contractor shall obtain from an independent testing laboratory the bearing value
after the mixing of materials for the stabilized subgrade.
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22.2.1 BASIS OF MEASUREMENT
The basis of ineasurement shall be the number of squaze yards of stabilized subgrade in place
and accepted as called for on the plans. The maximum allowable deficiency for mixing depth
shall be per Section 161-6.4 of FDOT's 2000 Standard Specifications. Acceptable bearing values
shall be per Section 160-7.2 of FDOT's 2000 Standard Specifications. Areas deficient in
thickness or bearing values sha11 either be corrected by the Contractor to within acceptable
tolerance, or if so approved in writing by the City Engineer, may be left in place. No payment,
however, will be made for such deficient areas that are left in place (latest edition).
22.2.2 BASIS OF PAYMENT
The unit price for subgrade sha11 include: roadbed preparation, placement, spreading,
compaction, finishing, testing, stabilizing, mixing, materials, hauling, labor, equipment and all
incidentals necessary to complete the work. If no pay item is given, subgrade sha11 be included in
the bid item for base.
23 ASPHALTIC CONCRETE MATERIALS
This specification is for the preparation and application of all S-Type Mazshall Mix Design
asphaltic concrete materials on roadway surfaces unless otherwise noted.
23.1 ASPHALTIC CONCRETE
23.1.1 AGGREGATE
All aggregates shall be obtained from an approved FDOT source and shall conform to Sections
901 through 915 of FDOT's 200Q Standard Specifications.
23.1.2 BITUMfNOUS MATERIALS
All bituminous materials shall conform to Section 916 of FDOT's 2000 Standard Specifications.
23.2 H�T BITUMINOUS MIXTURES - PLANT, METHODS,
EQUIPMENT & QUALITY ASSURANCE
The plant and methods of operation used to prepare all asphaltic concrete and bituminous
materials shall conform to the requirements of Section 320 of FDOT's Standard Specifications
(latest edition). Unless otherwise noted, all acceptance procedures and quality controUassurance
procedures shall conform to the requirements of Section 330 of FDOT's 2040 Standard
Specifications.
The Contractor shall note that the City shall have the right to have an independent testing
laboratory select, test, and analyze, at the expense of the City, test specimens of any or all
materials to be used. Tests to be performed by the independent testing laboratory every 1000 tons
include, but are not limited to, Marshall stability and flow, extraction/gradation and cores to
determine density and thickness. The results of such tests and analyses shall be considered, along
with the tests or analyses made by the Contractor, to determine compliance with the applicable
specifications for the materials so tested or analyzed. The Contractor hereby understands and
accepts that wherever any portion of the work is discovered, as a result of such independent
testing or investigation by the City, which fails to meet the requirements of the Contract.
documents, all costs of such independent inspection and investigation as well as all costs of'
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removal, correction, reconstruction, or repair of any such work shall be borne solely by the
Contractor.
Pavment reductions for asvhalt related items shall be determined by the followin�
1. Density per Section 330-11 of FDOT's 2000 Standard Specifications.
2. Final surface or friction course tolerances per Section 330-13 of FDOT's 2Q00 Standard
Specifications.
3. Thickness will be determined from core borings. Deficiencies of '/4" or greater shall be
corrected by the Contractor, without compensation, by either replacing the full thickness
for a length extending at least 25' from each end of the deficient area, or when the
Engineer allows for an overlay per Section 330-15.2.3 of FDOT's Standazd
Specifications 2000 edition. In addition, for excesses of %4" or greater, the Engineer will
determine if the excess azea shall be removed and replaced at no compensation, or if the
pavement in question can remain with payment to be made based on the thickness
specified in the contract.
The Contractor shall notifv the Project Inspector a minimum of 24 hours in advance of the
placement of all asphalt.
23.3 ASPHALT MIX DESIGNS AND TYPES
All asphalt mix designs shall conform to the requirements of Sections 331 and 337 of FDOT's
2000 Standard Specifications. All asphalt mix designs shall be approved by the Engineer PRIOR
to the commencement of the paving operation. Reclaimed asphalt pavement (RAP) material may
be substituted for aggregate in the asphaltic concrete mixes up to 25% by weight.
23.4 ASPHALT PAVEMENT DESIGNS AND LAYER THICKNESS
All asphalt pavement designs shall conform to the following requirements:
Table 1: Layer Thickness for Asphalt (Layers Are Listed in Sequence of Construction)
COURSE LAYER THICKNESS (Inches)
THICKNESS
(Inches) Type S—I Type S—I with Type S—III FC-3 Type S—III Type S—I
Type S—III with FC-3 with FC-3
Top Layer Top Layer Top Layer
1 st 2nd 1 st 2na 1 st 2nd 1 st 2°d 1 st 2nd 1 st 2nd
1 1 1
1%2 1%2
2 1'/4 3/4 * 1 1
2%s 1'/0 1'/a 1'/z 1 1% 1
3 1%s 1'/s 2 1 2 1
* At the Engineer's discretion, 2" of S-III is acceptable for use on residential streets
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Additional Notes:
1. Type S—III shall be limited to the fmal (top) structural layer (one layer only).
2. All asphalt pavement designs shall conform to the requirements of Sections 331 and 337
of FDOT's 2000 Standard Specifications.
3. All pavement designs shall include a minimum of two inches of asphalt.
4. The Contractor shall be responsible to review the project plans for complete pavement
design detail.
5. Unless otherwise specified on the plans, Type S—III per Section 331 of FDOT's 2000
Standazd Specifications shall be used as final riding surface on streets with the speed
limit of less than 35 mph, streets with an average daily trafFic (ADT) of less than 3000,
and all residential streets.
6. An FC-3 friction course per Section 337 of FDOT's 2000 Standard Specifications shall
be used on streets with a speed limit of 35 mph or greater, and streets with an ADT of
3000 or greater. .
23.5 GENERAL CONSTRUCTION REQUIREMENTS
The general construction requirements for all hot bituminous pavements (including limitations of
operations, preparation of mixture, preparation of surface, placement and compaction of mixture,
surface requirements, conection of unacceptable pavement, etc.) shall be in accordance with
Section 330 of FDOT's 2000 Standard Specifications.
23.6 CRACKS AND POTHOLE PREPARATION
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Cracks in roadway pavement shall be repaired prior to the application of asphaltic concrete by
the following steps:
1. All debris to be removed from cracks by compressed air or other suitable method.
2. Apply a multiple layered application of bituminous binder and fine aggregate, as
appropriate to the depth of the crack until the void of the crack is completely flled to the
level of the surrounding roadway surface.
3. If application of asphaltic concrete is not to begin immediately after crack repair, cracks
are to be sanded to prevent vehicular tracking.
4. Payment for crack filling shall be included in the unit price for asphaltic concrete.
23.6.2 POTHOLES
Potholes shall be repaired prior to the application of asphaltic concrete by the following steps:
1. All debris is to be removed from potholes by hand, sweeping, or other suitable method.
2. A tack coat is to be applied to the i�terior surface of the pothole.
3. The pothole is to be completely filled with asphaltic concrete, and thoroughly compacted.
4. Payment for pothole preparation shall be included in the unit price for asphaltic concrete.
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23.7 ADJUSTMENT OF MANHOLES
The necessary adjustments of sanitary sewer and storm drain manholes and appurtenances shall
� be accomplished by the Contractor. The Contractor shall be paid on a per unit basis for each
item.
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The use of manhole adjustment risers is acceptable under the following conditions:
The riser shall meet or exceed all FDOT material, weld, and construction requirements.
The riser shall consist of an A-36 hot rolled steel meeting or exceeding the minimum
requirements of A.S.T.M. A-36. The riser shall be a single piece with a stainless steel
adjustment stud and shall have a rust resistant fmish. The use of cast iron, plastic, or
fiberglass risers is not permitted. In addition, the installation of each riser shall be per
manufacturer's specifications. Each manhole shall be individually measured, and each
riser shall be physically marked to ensure that the proper riser is used. Also, the ring
section shall be cleaned, and a bead of chemically resistant epoxy applied to the original
casting, prior to installation of the riser. It is the Contractors responsibility to ensure that
the manholes aze measured, the risers are physically marked, the ring sections are
thoroughly cleaned, and that the epoxy is properly applied prior to installation of each
riser.
If risers aze not used, the adjustment of manholes shall be accomplished by the removal of
pavement around manhole, grade adjustment of ring and cover, and acceptable replacement and
compaction of roadway materials prior to paving. A full depth backfill using asphalt is
acceptable. The use of Portland cement for backfill is not acceptable.
All manhole and valve adjustments shall be accomplished prior to the application of final
asphaltic concrete surface. Unless otherwise noted in the specs or on the plans, the paving
operation shall occur within seven (7) calendar days from the completion of the adjustment. On
arterial roadways, the manholes are to be ramped with asphalt during the time period between
initial adjustment and final resurfacing. Water and gas valves, sewer cleanouts, valve boxes, tree
aeration vents, etc. will be adjusted by the Contractor with the cost for this work to be included
in the unit cost of the asphalt. Care must be taken around said appurtenances to ensure that they
are not paved over. It is the Contractor's responsibility to inform the owners of all utilities of
impending work and coordinate their adjustments so they are completed prior to the scheduled
paving.
23.8 ADDITIONAL ASPHALT REQUIREMENTS
1. All impacted radius returns within project limits shall be paved unless otherwise directed
by the Construction Inspector or Engineer, with payment to be included in the per ton bid
item for asphalt.
2. All pavement markings impacted by placement of asphalt shall be replaced priar to the
road being open to tr�c unless otherwise noted in the contract scope and plans.
3. All project related debris shall be hauled off the job site by the Contractor in a timely
manner and at their own expense in conformance with all regulatory requirements.
� 4. The Contractor shall pay particular attention to sweeping when paving. Prior to paving,
all construction areas shall be swept with a Municipal type sweeper (either vacuum or
mechanical type) that picks up and hauls off, dust and dirt. The sweeper must be
equipped with its own water supply for pre-wetting to minimize dust. Moreover, the
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Section IV — Technical Specifications
Contractor shall sweep debris off of sidewalks, driveways, curbs and roadways each day
before lea�ing the job site.
5. The application of tack and prime coats (either required or placed at the Engineer's
discretion) shall be placed per Section 300 of FDOT's Standard Specifications (latest
edition). Tack shall also be applied to the face of all curbs and driveways. The cost
(including heating, hauling and applying) sha11 be included in the per ton bid item for
asphalt, unless otherwise noted in the project scope and plans.
6. Leveling course and spot patching shall be applied to sections of the road as noted on the
plans, or as directed by the Engineer, per Section 330 of FDOT's 2000 Standazd
Specifications. The cost shall be included in the per ton unit cost for asphalt, unless
otherwise noted in the project scope and plans.
7. If an asphalt rubber binder is required, it sha11 conform to the requirements of Section 336
of FDOT's 2000 Standard Specifications.
8. On all streets with curb and gutter, the final compacted asphalt shall be '/4" above the lip
or face of said curb per City Index 101. ,
23.9 SUPERPAVE ASPHALTIC CONCRETE
1. Unless otherwise noted in this section, all of the asphaltic concrete specifications in
Sections 23.1 through 23.8 above shall apply to superpave asphaltic concrete. All
asphaltic concrete pavement shall be designed and placed in accordance with the FDOT
Standard Specifications for Road and Bridge Construction (latest edition).
2. All aggregate sha11 be obtained from an approved FDOT source and shall conform to
Sections 901 and 902 of FDOT's Standard Specifications (latest edition).
3. All bituminous materials shall conform to Section 916 of FDOT's Standard
Specifications (latest edition). Asphaltic binder shall be Grade PG 67-22 unless otherwise
specified in the Scope of Work.
4. All superpave mix designs shall conform to Sections 320 and 334 of FDOT's Standard
Specifications (latest edition).
5. All general construction requirements shall conform to Section 330 of FDOT's Standard
Specifications (latest edition).
23.10 BASlS OF MEASUREMENT
Basis of ineasurement will be the number of tons of asphaltic concrete completed, in place and
accepted. Truck scale weights will be required for all asphaltic concrete used.
23.11 BASIS OF PAYMENT
Payment shall be made at the contract unit price for asphaltic concrete surface as specified and
measured above. This price shail include all materials, preparation, hauling, placement, tack
and/or prime coat either required or placed at Engineer's discretion, leveling, spot patching,
filling of cracks, pothole repair, sweeping, debris removal, labor, equipment, tools, and
incidentals necessary to complete the asphalt work in accordance with the plans and
specifications.
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24 ADJUSTMENT TO THE UNIT BID PRICE FOR ASPHALT
When this Article applies to the contract, the unit bid price for asphalt will be adjusted in
accordance with the following provisions:
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25
1. Price adjustment for asphalt sha11 only be made when the current FDOT Asphalt Price
Index varies more than 10% from the bid price at the time of the bid opening.
2. The Bituminous Material Payment Adjustment Index published monthly by the FDOT
shall be used for the adjustment of unit prices. This report is available on FDOT's internet
site. The address is: http://wwwl l.myflorida.com. It is under the section "Doing Business
with FDOT" in the "Contracts Administration" section under "Asphalt Index". For
additional information, call FDOT @ 850-414-4000.
3. The FDOT Payment Adjustment Index in effect at the time of the bid opening will be
used for the initial determination of the asphalt price.
4. The FDOT Payment Adjustment Index in effect at the time of placement of the asphalt
will be used for payment calculation.
5. The monthly billing period for contract payment will be the same as the monthly period
for the FDOT Payment Adjustment Index.
6. No adjustment in bid prices will be made for either tack coat or prime coat.
7. No price adjustment reflecting any further increases in the cost of asphalt will be made
for any month after the expiration of the allowable contract time.
8. The City reserves the right to make adjustments for decreases in the cost of asphalt.
� 25.1
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25.1.1
GENERAL PLANTING SPECIFICATIONS
IRRIGATION
DESCRIPTION
A. The work specified in this Section consists of the installation of an automatic
underground irrigation system as shown or noted in the plans. Provide all labor, materials,
equipment, services and facilities required to perform a11 work in connection with the
underground sprinkler irrigation system, complete, as indicated on the drawings and/or
specified. Work noted as "NIC", "existing", or "by others" is not included in this pay
item.
B. The irrigation plans are schematic in nature. Valves and pipes shall be located in the
tuif/landscape areas except at road/paving crossings. All piping under paving shall be
sleeved. Changes in the irrigation system layout shall be modified with the approval of
the Engineer.
� 25.1.1.1 QUALITY ASSURANCE
A. The irrigation work sha11 be installed by qualified personnel or a qualified irrigation
M subcontracting company that has experience in irrigation systems of similar s'ize, scope,
mainline, system pressure, controls, etc.
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B. All applicable ANSI, ASTM, FED.SPEC. Standards and Specifications, and all
applicable building codes and other public agencies having jurisdiction upon the work
shall apply.
C. Workmanship: All work shall be installed in a neat, orderly and responsible manner with
the recognized standards of workmanship. The Engineer reserves the right to reject
material or work which does not conform to the contract documents. Rejected work shall
be removed or conected at the earliest possible time at the contractor's expense.
D. Operation and Maintenance Manuals: The contractor shall prepare and deliver to the
Engineer within ten (10) calendar days prior to completion of construction a minimum of
three (3) hard cover binders with three rings containing the following information:
1. Index sheet stating the contractor's address and business telephone number, 24 hour
emergency phone number, person to contact, list of equipment with name(s) and
address(es) of local manufacturer's representative(s) and local supplier where
replacement equipment can be purchased.
2. Catalog and part sheet on every material and equipment installed under this contract.
3. Complete operating and maintenance instructions on all major equipment.
4. Provide the Engineer and the City of Clearwater maintenance staff with written and
"hands on" instructions for major equipment and show evidence in writing to the
Engineer at the conclusion of the project that this service has been rendered.
a. Four-hour instruction (minimum) for the Drip Emitter equipment operation and
maintenance.
b. Two-hour instruction (minirnum} for automatic control valve operation and
maintenance.
25.1.1.2 PROJECT CONDtTIONS
A. The Irrigation Contractor shall coordinate the work with all other trades, all underground
improvements, the location and planting of trees and a11 other planting. Verify planting
requiring excavation 24 in. diameter and larger with the Engineer prior to installation of
main lines.
B. Provide temporary irrigation at all times to maintain plant materials.
C. The Irrigation Contractor is responsible to maintain the work area and equipment until
final acceptance by the Engineer. Repairs and replacement of equipment broken, stolen,
or missing as well as regular maintenance operations shall be the obligation of the
contractor.
D. The Imgation Contractor shall submit a traffic control plan (per FDOT specifications) to
the Engineer prior to initiating construction on the site. The Contractor shall be
responsible for the maintenance of traffic signs, barriers, and any additional equipment to
comply with the FDOT standards and to ensure the safety of its employees and the
public.
25.1.1.3 WARRANTY
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A. The Manufacturer(s) shall warrant the irrigation system components to give satisfactory "'
service for one (1) year period from the date of acceptance by the Engineer and the City �
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of Clearwater. Should any problems develop within the warranty period due to inferis�r or
faulty materials, they shall be corrected at no expense to the City of Clearwater or FDOT.
25.1.2 PRODUCTS
25.1.2.1 GENERAL
A. All materials throughout the system shall be new and in perfect condition. No deviations
from the specifications shall be allowed except as noted.
25.1.2.2 PIPING
A. The irrigation system pipe shall be as stated herein and sha11 be furnished, installed and
tested in accordance with these specifications.
B. All pipe is herein specified to be Polyvinyl Chloride (PVC) Pipe, 1120, Schedule 40,
conforming to ASTM D2665 and D1785.
C. All nipples, pipe connections, bushings, swing joints, connecting equipment to the
mainline is required to be threaded Polyvinyl Chloride (PVC) Pipe, Schedule 80.
25.1.2.3 PIPE FITTINGS
A. All pipe fittings for Schedule 40 PVC pipe shall be as follows: Fittings shall conform to
� the requirements of ASTM D2466, Standard Specification for Polyvinyl Chloride (PVC)
Plastic Pipe Fittings, Schedule 80. All fittings shall bear the manufacturer's name or
trademark, material designation, size, applicable IPS schedule and NSF seal of approval.
� The connection of mainline pipe to the automatic control valve shall be assembled with
threaded Schedule 80 fittings and threaded Schedule 80 nipples.
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25.1.2.4 PVC PIPE CEMENT AND PRIMER
A. Provide solvent cement and primer for PVC solvent weld pipe and fittings as
recommended by the manufacturer. Pipe joints for solvent weld pipe to be belled end.
B. Purple primer shall be applied after the pipe and fittings has been cut and cleaned. The
Primer shall be of contrasting color and be easily recognizable against PVC pipe.
25.1.2.5 THREADED CONNECTIQNS
A. Threaded PVC connections shall be made using Teflon tape or Teflon pipe sealant.
25.1.2.6 GATE VALVES
25.1.2.6.1 MANUAL GATE VALVES 2 IN. AND SMALLER
A. Provide the following, unless otherwise noted on Drawings:
1. 200-250 psi Ball Valve
2. PVC body - with Teflon Ball Seals
3. Threaded-Dual end Union Connectors
4. Non-Shock Safe-T Shear Stem
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5. Safe-T-Sheaz True Union Ball Valve as manufactured by Spears Manufacturing
Company , Sylmer, California, or approved equal.
25.1.2.6.2 GATE VALVES 2'/z" IN. AND LARGER
A. Provide the following, unless otherwise noted on Drawings:
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2. 2001b. O.W.Cx
3. Cast Iron body - ASTM A 126 Class B
4. Deep socket joints
5. Rising stem
.6. Bolted bonnet
7. Double disc
8. Equipped with 2" square operating lcey with tee handle
B. Provide two (2) operating keys for gate valve 3" and larger. The "street key" shall be 5'
long with a 2" square operating nut.
25.1.2.7 SLEEVES
A. Sleeves: (Existing by City of Clearwater)
25.1.2.8 REMOTE CONTROL VALVES
A. The remote control valve shall be a solenoid actuated, balance-pressure across-the
diaphragm type capable of having a flow rate of 25-3� gallons per minute (GPIv� with a
pressure loss not to exceed 6.1 pounds per squaze inch (PSI}. The valve pressure rating
shall not be less than 150 psi.
B. The valve body and bonnent shall be constructed of high impact weather resistant plastic,
stainless steel and other chemical/LTV resistant materials. The valve's one-piece
diaphragm sha11 be of durable santoprene material with a clog resistant metering orifice.
C. The valve body shall have a 1" inch (FNPT) inlet and outlet or a one inch slip by slip
inlet and outlet for solvent weld pipe connections.
D. The valve construction shall be as such to provide for all intemal parts to be removable
from the top of the valve without disturbing the valve installation.
E. The valve shall be as manufactured by Rain Bird Sprinkler Mfg. Corp., Glendora,
California, or approved equal.
F. Identify all control valves using metal I.D. tags numbered to match drawings.
25.1.2.9 VALVE BOXES
A. For remote contml drip valve assembly and iJNIK control timer use a Brooks #36
concrete value box with #36-T cast iron tr�c bearing cover, or approved equal.
B. For flush valve assembly use an Ametek # 1 S 1014 (10") circular valve box with # 181015
cover compazable to Brooks, or approved equal.
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Section IV —Technical Specifications
C. For air relief assembly use an Ametek #182001 (6") economy turf box
cover compazable to Brooks, or approved ec}ual.
25.1.2.10 DRIP IRRIGATION
25.1.2.10.1 CONSTRUCTION
with #182002
A. Techline shall consist of nominal sized one-half inch (1/2") low-density linear•
polyethylene tubing with internal pressure compensating, continuously self-cleaning,.
integral drippers at a specified spacing, (12", 18", or 24" centers). The tubing sha11 be:
brown in color and conform to an outside diameter (O.D.) of 0.67 inches and an inside:
diameter (I.D.) of 0.57 inches. Individual pressure compensating drippers shall be weldedl
to the inside wall of the tubing as an integral part of the tubing assembly. These drippers,
shall be constructed of plastic with a hard plastic diaphragm retainer and a self �
flushing/cleaning elastomer diaphragm extending the full length of the dripper.
25.1.2.10.2 OPERATION
A. The drippers shall have the ability to independently regulate discharge rates, with an inlel:
pressure of seven to seventy (7-70) pourzds per square inch (PS�, at a constant flow andl
with a manufacturer's coefficient of variability (Cv) of 0.03. Recommended operating;
pressure sha11 be between 15-45 PSI. The dripper discharge rate shall be 0.4, 0.6, or 0.9�
gallons per hour (GPH) utilizing a combination turbulent flow/reduced pressure:
compensation cell mechanism and a diaphragm to maintain uniform discharge rates. The;
drippers shall continuously clean themselves while in operation. The dripperline shall be:
available in 12", 18" and 24" spacing between drippers unless otherwise specified„
Techline pipe depth shall be under mulch unless otherwise specified on Plans. Maximum�
system pressure shall be 45 PSC. Filtration sha11 be 120 mesh or finer. Bending radius,
shall be 7".
B. For on-surface or under mulch installations, 6" metal wire staples (TLS6) shall be;
installed 3'-S' on center, and two staples installed at every change of direction.
25.1.2.10.3 LINE FLUSHING VALVES
A. The sub-surface system shall utilize Automatic Line Flush Valves at the end of eacri
independent zone area. This valve sha11 be capable of flushing one gallon at the beginnin€;
of each irrigation cycle. The valves shall match the dripline manufacturer and connec�t
directly to the dripline.
25.1.2.10.4 AIRNACUUM RELIEF VALVE
A. Each independent irrigation zone shall utilize an Air/Vacuum Relief Valve at its higt�.
point(s). The air and vacuum relief valve shall seal effectively from 2 to 110 psi.
25.1.2.10.5 PRESSURE REGULATORS
A. The pressure regulator shall be designed to handle steady inlet pressures over 150 pound:>
per square inch (psi) and maintain a constant outlet pressures of 25 psi. Regulatin��;
accuracy shall be within =/-6%. The pressure regulator shall be manufactured from high••�
impact engineering grade thermoplastics. Regulation shall be accomplished by a fixed!
stainless steel compression spring which shall be enclosed in a chamber separate from thc:
water passage.
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25.1.2.10.6 FILTERS
A. The filter shall be a multiple disc type filter with notation indicating the minimum partial
size to travel through or the mesh size of the element being used. The discs shall be
constructed of chemical resistant thermoplastic for corrosion resistance.
25.1.2.10.7 FITTINGS
A. All connections shall be made with barb or compression type fitting connections. Fittings
and dripline shall be as manufactured by the manufacturer of the dripline to ensure the
integrity of the subsurface imgation system.
25.1.2.11 AUTOMATIC CONTROL TIMER
A. The irrigation controller (control module) shall be programn2able by a sepazate
transmitter device only. The program shall be communicated to the Control Module from
the Field Transmitter via an infrared connection. The controller sha11 be of a module type
which may be installed in a valve box underground. The controller shall function
normally if submerged in water and the communicatio� from the transmitter shall
function if submerged in water.
B. The contxol module shall be housed in an ABS plastic cabinet and shall be potted to
insure waterproof operation. The control module shall have two mounting slots for
screws allowing the module to be securely mounted inside a valve box.
C. The controller shall operate on one nine volt allcaline battery for one full year regardless
of the number of stations utilized. The controller shall operate 1, 2, or 4 stations either
sequentially or independently.
D. The controller shall have three independent programs with eight start times each, station
run time capabiliTy from one minute to twelve hours in one minute increments, and a
seven day calendar. The controller shall turn on stations via latching solenoids insta.11ed
on the valves. Manual operations shall be initiated by attaching the Field Transmitter to
the Control Module and programming a manual start. The controller shall be capable of
manual single station or manual program opera.tion.
E. The controller shall be as manufactured by Rain Bird Sprinkler Mfg. Corp., Glendora,
California USA.
25.1.2.12 FIELD TRANSMITTER
A. The irrigation controller shall be programmable by a separate transmitter device (Field
Transmitter) only. The Field Transmitter shall communicate to the Control Module via an
infrared connection. The Field Transmitter shall be water resistant and housed in ABS
plastic and have a removable, reversible protective sheath. The Field Transmitter shall
operate on one 9V alkaline battery.
B. The Field Transmitter shall have a large LCD screen and a seven-key programming pad.
A beep sound shall confirm every key stroke. The screen shall automatically turn off after
one minute when not in use.
C. The Field Transmitter shall be capable of programming an unlimited number of tTNIK
Control Modules.
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Section N — Technical Specifications
D. The Field Transmitter shall be as manufactwred by Rain Bird Sprinkler Mfg. Corp.;,
Glendora, California USA.
25.1.2.13 LATCHING SOLENOID
A. The Latching Solenoid shall be supplied with an installed, filtered adapter allowing;
installation of the solenoid onto any Rain Bird DV, PGA, PEB, PES-B, GB, of EFB series,
valve.
B. The Latching Solenoid shall be as manufaciured by Rain Bird Sprinkler Mfg. Corp.;,
Glendora, Califomia USA.
25.1.3 EXECUTION
25.1.3.1 GENERAL INSTALLATION REQUIREMENTS
A. Before work is commenced, hold a conference with the Engineer to discuss general.
details of the work.
B. Verify dimensions and grades at job site before work is commenced.
� C. During the progress of the work, a competent superintendent and any assistants necessary
shall be on site, all satisfactory to the Engineer. This superintendent shall not be changed,
except with the consent of the Engineer. The superintendent shall represent the Contractor
� in his absence and all directions given to the superintendent shall be as binding as if given.
to the Contractor.
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D. Obtain and pay for all irrigation and plumbing permits and all inspections required by
outside authorities.
E. All work indica.ted or notes on the Drawings shall be provided whether or not specifically
mentioned in these Technical Special Provisions. '
F. If there are ambiguities between the Drawings and Specifications, and specific
interpretation or clarification is not issued prior to bidding, the interpretation or
clarification will be made only by the Engineer, and the Contractor shall comply with the:
decisions. In event the installation contradicts the directions given, the installation shall.
be corrected by the Contractor at no additional cost.
G. Layout of sprinkler lines shown on the Drawing is diagrammatic only. Location of'
sprinkler equipment is contingent upon and subject to integration with all othei•
underground utilities. Contractor shall employ all data contained in the contracl:
Documents and shall verify this information at the construction site to confirm the;
manrier by which it relates to the installation.
H. Do not proceed with the installation of the sprinkler systern when it is apparent tha1;
obstructions or grade differences exist or if conflicts in construction details, legend, or
specific notes are discovered. All such obstructions, conflicts, or discrepancies shall be;
brought to the attention of the Engineer,
I. The disturbance of existing paving will not be permitted. Install all required sleeving;
prior to roadway base.
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25.1.3.2 EXCAVATING AND BACKFILLING
25.1.3.2.1 TRENCHING - GENERAL
A. Dig sides of trenches straight. Provide continuous support for pipe on bottom of trenches.
Lay pipe to uniform grade. Trenching excavation shall follow layout indicated on
Drawings.
B. Maintain 6 in. horizontal and minimum clearance between sprinkler lines and between a11
lines of other trades.
C. Do not install sprinkler lines directly above another line of any kind. �
D. Maintain 6 in. vertical minimum between sprinkler lines wluch cross at angles of 45
degrees to 90 degrees.
E. Exercise caze when excavating, trenching and working neaz e�sting utilities.
25.1.3.2.2 BACKFILLING
A. All pressure supply lines (mainline) shall have 18" of fill placed over the pipe. '
B. Initial backfill on a11 lines shall be of a fine granular material with no foreign matter
larger than '/z in.
C. Compact backfill according to Section 125 of FDOT Speciiication Book, 1996 Edition.
D. Do not, under any circumstances, use equipment or vehicle wheels for compacting soil.
E. Restore grades and repair damages where settling occurs.
F. Compact each layer of fill with approved equipment to achieve a maximum density per
AASHTO T 180 - latest edition. Under landscaped area, compaction shall not exceed
95% of maximum density.
G. Compaction shall be obtained by the use of inechanical tampers or approved hand
tampers. When hand tampers are used, the materials shall be deposited in layers not more
than six (6") inches thick. The hand tampers shall be suitable for this purpose and shall
have a face area of not more than 100 square inches. Special precautions shall be taken to
prevent damage to the irrigation system piping and adjacent utilities.
25.1.3.2.3 ROUTING OF PIPING:
A. Routing of pressure and non-pressure piping lines are indicated diagrammatically on
Drawings.
B. Coordinate specimen trees and shrubs with muting of lines.
1. Planting locations sha11 take precedence over sprinkler and piping locations.
2. Report to Owner any major deviation from routing indicated.
C. Conform to Drawings layout without offsetting the various assemblies from the pressure
supply line.
D. Layout drip tube and make any minor adjustments required due to differences between
site and Drawings. Any such deviations in layout shall be within the intent of the original
Drawings, and without additional cost.
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� E. Layout all systems using an approved staking method, and maintain the staking of'
approved layout.
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25.1.3.3 INSTALLATION
25.1.3.3.1 WATER SUPPLY
A. Connections to the water sources shall be at the approximate locations indicated on the
Drawings. Make minor changes caused by actual site conditions without additional cost:
to the Owner.
25.1.3.3.2 ASSEMBLIES
A. Routing or pressure supply lines as indicated on Drawings is diagrammatic only. Install
lines and required assemblies in accordance with details on Drawings.
B. Do not install multiple assemblies on plastic lines. Pmvide each assembly with its own.
outlet. When used, the pressure relief valve shall be the last assembly.
C. Install all assemblies in accord with the respective detail Drawings and these Technical
Special Provisions.
D. Plastic pipe and threaded fittings shali be assembled using Teflon tape, applied to the
male threads only.
25.1.3.3.3 SLEEVES: (EXISTING BY CITY OF CLEARWATER)
A. The contractor shall verify the location of all existing sleeves as shown on the roadway,
utility and/or irrigation plans and notify the Engineer of any discrepancies.
25.1.3.3.4 PLASTIC PIPE
A. Install plastic pipe in accord with manufac�urer's recommendations.
B. Prepare all welded joints with manufacturer's cleaner prior to applying solvent.
1. Allow welded joints as least 15 minutes setup/curing time before moving or handling.
2. Partially center load pipe in trenches to prevent arching and shifting when water
pressure is on.
3. Do not permit water in pipe until a period of at least four hours has elapsed for
solvent weld setting and curing, unless recommended otherwise by solvent:
manufacturer.
C. Curing
1. When the temperature is above 80 degrees F., allow soluble weld joints at least 24�
hours curing time before water is introduced under pressure.
D. Flushing the system:
1. After all sprinkler pipe lines and risers are in place and connected, open the contro]'�
valves and flush out the system with a full head of water.
E. Installing piping under existing pavement:
1. Piping under existing pavement may be installed by jacking & boring.
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2. Secure permission from the Engineer before cutting or breaking any existing
pavement. All repairs and replacements shall be approved by Engineer and shall be
accomplished at no additional cost.
25.1.3.3.5 CONTROLLERS
A. Install a11 automatic controllers as shown in the plans.
1. The location of all controllers shall be approved by the Engineers representative prior
to installation.
25.1.3.3.6 REMOTE CONTROL VALVES
A. Install at sufficient depth to provide not more than 6 in., nor less than 4 in. cover from the
top of the valve to finish grade.
B. Install valves in a plumb position with 24 in. minimum maintenance clearance from other
equipment, 3 feet minimum from edges of sidewalks, buildings, and walls, and no closer
than 7 feet from the back of curb or edge of pavement along roadways.
C. Contractor shall adjust the valve to provide the proper flow rate or operating pressure for
each sprinkler zone.
25.1.3.3.7 GATE VALVES
A. Install where indicated and with sufficient cleazance from other materials for proper
maintenance.
B. Check and tighten valve bonnet packing before backfill.
25.2 LANDSCAPE
25.2.1 GENERAL
25.2.1.1 RELATED DOCUMENTS
A. The Contract Documents shall include the Plans, Details, Specifications, Bid Proposal,
Contract Agreement, including Tnstallation Schedule, all Addenda, and Contractual and
Special Conditions when required.
25.2.1.2 REQUIREMENTS OF REGULATORY AGENCIES
A. Comply with Federal, State, Local, and other duly constituted authorities and regulatory
agencies, without additional cost to the Owner in matters pertaining to codes, safety, and
environmental matters.
B. Any permits for the installation or construction of any of the work included under the
contract, which are required by any of the legally constituted authorities ha�ing
jurisdiction, shall be arranged for by the Contractor and paid for directly by the
Contractor, unless otherwise agreed upon in writing.
25.2.1.3 SCOPE OF WORK
A. All provisions of Contract, including General and Special Provisions and Plans, apply to
the work specified in this Section. The Scope of Work includes everything for and
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Section N — Technical Specifications
incidental to executing and completing all landscape work shown on the Plans,
Schedules, Notes and as specified herein.
� B. Fumish and provide all labor, plants and materials tools and equipment necessary to
prepaze the soil for plantings, to install and caze for all plant materials (including finish
grading if necessary); to remove and/or transplant existing plants if indicated; to furnish,
� plant, fertilize, guy and brace, water, mulch and prune all new plant materials; and to
execute all other Work as described herein or indicated on the Plans.
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C. Work under this Section shall include labor and materials for final grading and raking to
prepare the site for sodding, sprigging, or seeding, so finished lawn or playing field will
appear even and uniform, will drain adequately, and will comply with the intent of the
landscape drawings.
D. Initial maintenance of landscape materials as specified in this document.
25.2.1.4 QUALITY ASSURANCE
A. Landscape work shall be contracted to a single firm specializing in landscape work, who
shall in turn subcontract no more than 40% of the work specified. All subcontractors
under the control of the Contractor involved in the completion of the landscape work,
shall be made known to the Owner and the Landscape Architect prior to their
commencement of work on the project.
B. All work of this Section shall conform to the Ytighest standard of landscape practices.
C. The Plant Material Schedule included with these Plans is provided only for the
Contractor's convenience; it shall not be construed as to conflict or predominate over the
Plans. If conflict between the Plans and Specifications exists, the Plan sha11 predominate
and be considered the controlling document.
� D. During this work, the Contractor shall be responsible for maintaining safety among
persons in his employ in accordance with the standards set by The Occupational Safety
and Health Act of 1970 (and all subsequent amendments). Owner and Landscape
� Architect shall be held harmless from any accident, injury or any other incident resulting
from compliance or non-compliance with these standards.
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E. The Contractor shall cooperate with and coordinate with all other trades whose work is
built into or affects the work in this Section.
F. All appropriate utility companies and agencies shall be contacted 72 hours prior to
excavation. Call "One Call" at 1-800-432-4770.
G. The Contractor shall carefully examine the site and all existing conditions af�ecting the
work, such as: soil, obstructions, existing trees, utilities, etc. Report any conditions in
conflict with the work to the Landscape Architect.
25.2.1.5 SUBMITTALS
A. The Contractor is required to submit prior to the expiration of the required maintenance
period, two copies of typewritten instructions recommending procedures to be established
by the Owner for maintenance of landscape work for a period of one year.
B. Furnish unit prices for all plant materials and inert materials, including labor for all
specified work.
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ALTERNATES, ADDITIONS, DELETIONS, SUBSTITUTIONS
A. If there are additions/alternates included in these Plans and Specifications, the Contractor
must propose prices to accomplish the work stated as additions/alternates at the time of
bidding.
B. The Owner, through his Project Representative, reserves the right to add or deduct any of
the work stated herein without rendering the Contract void.
C. The Contractor must have written approval by the Project Representative for any
substitutions not previously agreed to in the purchase agreement: installation without
approval is entirely at the Contractor's risk.
D. All material acquired through additions or substitutions shall be subject to all conditions
and warranties stated herein.
25.2.1.7 ABBREVIATIONS/DEFINITIONS
O.A. or HT.:
The over-all height of the plant measured from the ground to the natural, untied state of
the majority of the foliage, not including extreme leaves, branches or fronds.
C. T.:
C. W.:
SPR.:
Clear trunk is measured from the ground to the bottom of the first leaf or frond stem with
no foliage from ground to specified height. For example, on Canary Island Date Pa1ms or
similar, the clear trunk measurement includes the "nut" at the base of the fronds.
Clear wood is measured from the ground to the bottom of the base of the lowest leaf
sheath or boot, trimmed in a natural manner. For example, on Canary Island Date Palms
or similar, the clear wood measurement does not include the "nut" at the base of the
fronds.
Spread, branches measured in natural untied position to the average crown diameter, not
including extreme leaves, branches or fronds.
ST. TR. :
Straight trunk.
MIN.:
Minimum.
GAL.:
O. C.:
D.�4.:
LVS.:
Gallon container size, i.e., 1 gallon, 3 gallon, 7 gallon, etc.
On center, distance between plant centers.
Diameter.
Leaves.
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D.B.H.:
Diameter or caliper of main trunk of tree as measured at breast height at 4-1/2 feet above
grade.
CAL.:
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Caliper, the outside diameter of up to a four inch tree is measured six inches above grade,
larger trees are measured at 12 inches above grade.
Balled and burlapped in accordance with horticultural standards of the American
Association of Nurserymen.
Plants per pot.
FG:
Field grown.
STD.:
Owner:
Standard, single, straight trunk.
To be known as that entity which holds title or control to the premises on which the work
is performed.
Owner's Representative:
Owner's on-site representative shall be responsible for approval of quantity and quality of
materials specified and execution of installation.
Contractor:
Shall refer to that person or enterprise commonly known as the Landscape Contractor.
� Landscape Architect:
This person or firm is the responsible representative of the Owner who produces the
landscape Plans and Specifications.
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25.2.1.8
25.2.1.8.1
PRODUCT DELIVERY, STORAGE, AND HANDLING
PLANT MATERIALS
A. Provide container grown or, if appropriate, freshly dug trees and shrubs. Do not prune
prior to delivery. Do not bend or bind trees or shrubs in such a manner as to damage bark,
break branches or destroy natural shape. Provide protective covering during delivery. If�
plant delivery is made in open vehicles, the entire load shall be suitably covered.
B. All plants are to be handled at all times so that roots or root balls are adequately protected
from sun, cold, or drying winds. No root balls for trees and container plants that have
been cracked or broken shall be planted except upon special approval. Plants shall not be
pulled by the tops or stems, nor handled in a rough or careless manner at any time.
C. Balled and burlapped plants shall be moved with firm, natural, ba11s of soil, not less than.
1 foot diameter of ba11 to every 1 inch caliper of trunk; root ball depth shall not be less
than 2/3 of root ball diameter. B& B plants which cannot be planted upon delivery sha11
have their root balls covered with moist soil or mulch.
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D. Trees shall be dug with adequate balls, burlapped, and wire bound if needed. Root
pruning to be done a minimum of 4 weeks before removal from the field and planting at
the site. Root balls may not be encased in "grow bags" or other synthetic material, except
plastic shrink wrap for transport only.
E. Remove all fronds form sabal palms prior to planting, but leave a minimum of 12 inches
of new frond growth above the bud. Do not damage bud. On all other palms, only a
minimum of palm fronds shall be removed from crown to facilitate moving and handling.
Clear trunk sha11 be determined after minimum fronds have been removed. Boots shall be
removed from trunk unless otherwise specified. Palms shall be planted within 24 hours of
delivery.
F. Deliver trees and shrubs after preparations for planting have been completed and plant
immediately. If planting is delayed more than 6 hours after delivery, set trees and shrubs
in shade, protect from weather and mechanical damage, and cover to keep the roots
moist.
G. Label at least one tree and one shrub of each variety with a securely attached waterproof
tag bearing legible designation of botanical and common name.
H. Sod: Time delivery so that sod will be placed within twenty-four (24) hours after
stripping. Protect sod against drying and breaking by covering palettes of sod or placing
in a shaded area.
25.2.1.9
25.2.1.9.1
JOB CONDITIONS
ACCEPTANCE OF JOB CONDITIONS.
A. The Contractor shall examine the sub-grade, verify elevations, observe the conditions
under which work is to be performed and notify the Landscape Architect or Project
Representative in writing of unsatisfactory conditions prior to beginning work. Do not
proceed with the work until unsatisfactory conditions have been corrected in a manner
acceptable to the Landscape Architect. Start of work shall indicate acceptance of
conditions and full responsibility for the completed work.
B. Proceed with and complete the landscape work as rapidly as portions of the site become
available, working within the seasonal limitations for each kind of landscape work and
following the approved schedule. If seasonal limitations apply, notify the Landscape
Architect for adjustments to the Schedule.
C. Deternvne locations of all underground utilities and review for conflicts with planting
procedures.
D. When adverse conditions to plant growth are encountered, such as rubble fill, drainage
conditions or obstruction, the Contractor shall notify the Landscape Architect in writing
prior to planting.
E. Plant trees and shrubs after final grades are established and prior to the planting of lawns,
protecting lawn trees and promptly repairing damages from planting operations.
25.2.1.9.2 SCHEDULING OF WORK
A. The work shall be carried out to completion with the utmost speed. Immediately upon
award of contract, the Contractor sha11 prepare a construction schedule and furnish a copy
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Section N — Technical Specifications
to the Owner's Representative and/or the Landscape Architect for approval. The
Contractor shall carry out the work in accordance with the approved schedule.
B. If the Contractor incurs unforeseen costs, such as overtime hours, holidays, etc. in order
to complete the work within the time stated in the Contract, and/or to maintain the
progress schedule, all said costs shall be borne by the Contractor at no additional cost to
the Owner.
C. The Owner's Representative's may request in writing work stoppage. Upon written
request from the Owner's Representative, the Landscape Contractor sha11 suspend
delivery of material and stop all work for such a period as deemed necessary by the
Owner, the Owner's Representative, or the General Contractor with respect to any
additional costs which may result from work stoppage.
25.2.1.9.3 UTILITIES
A. The Contractor shall perform work in a manner which will avoid conflicts with utilities.
Hand excavate, as required, to minimize possibility of damage to underground utilities.
Maintain grade stakes set by others until removal is mutually agreed upon by all parties
concerned.
25.2.2 PRODUCTS
25.2.2.1 MATERIALS
25.2.2.1.1 PLANT MATERIALS: NOMENCLATURE
A. Plant species, sizes, etc. shall be per Plans and Specifications on Plant Material
Scheduled. Nomenclature is per Manual of Cultivated Plant, Standazd Encyclopedia of'
Horticulture, L.H. Bailey, or Standardized Plant Names Dictionary, American Joint
Committee on Horticultural Nomenclature (latest editions), or conforms with names
accepted in the nursery trade.
25.2.2.1.2 PLANT MATERIALS: QUALITY ASSURANCE
A. Provide healthy, vigorous stock grown under climatic conditions similar to conditions in
the locality of the project. Plants shall have a habit of growth that is normal for the
species and be sound, healthy, vigorous and free from insect pests or their eggs, plant
diseases, defects and injuries. Plants shall be well branched and densely foliated when in
leaf and shall have healthy, well-developed root systems.
B. Trees shall be heavily branched or, in the case of palms, be heavily leafed. Some plant
materials may be collected stock with the approval of the Landscape Architect. Provided
tree species that have a single main trunk (central leader), unless otherwise stated. Trees
that have the main trunk forming a"Y" shape or parallel branching aze not acceptable.
� C. Plant materials shall be specified and shall be Florida #1 or better as to shape and qualit��
for the species as outlined in Grades and Standards for Nursery Plants Part I and II,
Florida Department of Agnculture and Consumer Services (latest edition).
� D. The Owner or Landscape Aschitect reserves the right to inspect plant materials either at
the place of growth or at the project site prior to planting for compliance with
requirements for name variety, size quality, or designated area.
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Section IV — Technical Specifications
E. Landscape materials sha11 be shipped with certificates of inspection as required by
governmental authorities. The Contractor shall comply with all governing regulations that
are applicable to landscape materials.
F. Do not make substitutions. If specified landscape material is not available, submit
Landscape Architect proof of it being non-available. In such event, if the Landscape
Architect designates an available source, such shall be acquired from designated source.
When authorized, a written change order for substitute material will be made by
adjustment to Contract amount.
G. Height and/or width of trees shall be measured from ground up; width measurement shall
be normal crown spread of branches with plants in the normal position. This
measurement shall not include immediate terminal growth. All measurements shall be
taken after pruning for specified sizes. All trees and shrubs shall conform to
measurements specified in the plant material schedule, except that plant material larger
than specified may be used with the approval of the Owner or Landscape Architect; with
no increase to the Contract price. Plant materials shall not be pruned prior to delivery.
H. Plant Material shall be symmetrical, typical for variety and species. Plants used where
symmetry is required shall be matched as nearly as possible.
I. Balled and burlapped plants shall have firm, natural ba11s of earth of sufFicient diameter
and depth to encompass the feeding root system necessary for full development of the
plant and to conform with the standards of the American Association of Nurserymen.
Root balls and tree trunks shall not be damaged by improper binding and B& B
procedures.
J. Container-grown plants may be substituted for balled and burlapped plants or vice-versa
provided the quality is equal or better than specified and the Landscape Architect
approves the substitution.
K. Container grown stock shall have been grown in containers for at least four months, but
not over two years. If requested, samples must be shown to prove no root bound
condition exists.
25.2.2.1.3 GRASSES: SOD OR SEED
A. Sod or seed (as/if specified) shall be a species as stated on the Plan. Solid sod shall be of
even thickness and with a good root structure, 95% free of noxious week, freshly mowed
before cutting, and in healthy condition when laid. It must not be stacked more than 24
hours before laying and it must be grown in soil compatible to that in which it will be
installed. Sod must be kept moist prior to and after installation.
B. Seed shall be delivered to the site in unopened bags with certification tags in place.
Purity, gemunation and weed content shall be as certification requirements.
25.2.2.1.4 MULCH
A. Mulch shall be 100% Grade "B" shredded cypress bark mulch, thoroughly m�ed with a
pre-emergence weed killer according to the label directions as specified on the plan.
B. Install mulch to an even depth of 3" before compaction.
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25.2.2.1.5 FERTILIZER
A. Granular fertilizer shall be uniform in composition; free flowing and suitable for
� application with approved equipment; received at the site in full, labeled,
bearing the name, trade name or trademark and warranty of the
conforming to State of Florida fertilizer laws.
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unopened bags
producer; fully
B. All fertilizer shall beaz the manufacturer's statement of analysis and shall contain the
appropriate minimum amounts of elements for the type of use specified herein.
C. Agriform 20-10-5 fertilizer tablets or appmved equal, shall be placed in planting pit for
all plant materials at time of installation and prior to completion of pit backfilling.
D. Grround cover and annual azeas shall receive fertilization with Osmocote Time Release
Fertilizer according to product instructions and rate.
E. For sod and seeded areas, fertilize with a complete granular fertilizer on Bahia and St.
Augustine grass at the rate of one (1) pound of nitrogen per one thousand (1,000) square
feet. Fertilizer sha11 be commercial grade, mixed granules, with 30% - 50% of the
nitrogen being in slow or controlled release form. The ratio of nitrogen to potash will be
1:1 or 2:1 for complete fertilizer formulations. Phosphorus shall be no more than '/4 the
nitrogen level. They shall also contain magnesium and micronutrients (i.e. manganese,
iron, zinc, copper, etc.).
25.2.2.1.fi STAKES AND GUYS
A. For trees, approved plastic or rubber guys shall be used between the stakes and the tree
trunk. Galvanized steel guy wire shall not be used.
B. Stakes shall be cut from 2" x 4" pressure treated (p.t.) stock for trees over 2" caliper.
Stakes shall be 2" x 2" pressure treated (p.t.) stock for trees 2" caliper and under. A
minimum of 2 stakes per tree or an optional3 stakes per tree shall be used.
C. For single trunk palms, stakes sha11 be cut from 2" x 4" pressure treated (p.t.) stock, with
a minimum of 3 stakes per palm. Batten consisting of 5 layers of burlap and 5- 2" x 4"
by 16" wood connected with two - 3/4" steel bands shall be used around the palm trunk.
D. Other tree staking systems may be acceptable if approved.
25.2.2.1.7 PLANTING SOIL
A. Unless stated on the plans or in the specifications, install plant material in tilled and
loosened native soil backfill. It is the responsibility of the Landscape Contractor to test,
prior to planting and at no additional cost to the Contract, any soils which may be
unsuitable for the vigorous growth of plants. Unsuitable conditions shall be reported to
the Landscape Architect immediately in writing.
B. When required, planting soil media shall be provided by the Contractor and shall consist
of 1/3 peat and 2/3 sandy loam, with no lumps over 1".
C. Backfill and clean fill dirt provided by the Contractor shall be in a loose, friable soil.
There must be slight acid reaction to the soil (about 6.0 — 6.5 pH) with no excess of
calcium or carbonate, and it shall be free from excess weeds, clay lumps, stones, stumps,
roots and toxic substances or any other materials that might be harmful to plant growth or
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Section N — Technical Specifications
a hindrance to grading, planting, and maintenance procedures and operations. No heavily
organic soil, such as muck or peat shall be used as fill dirt.
D. Bed preparation for annual beds wnder 1 gallon container size shall consist of 3" of
Florida peat or other approved organic soil amendment spread over full length and width
of planting area. Rototil organic layer 6 inches to 8 inches into native soil.
25.2.2.1.8 SOIL AMENDMENTS
A. Terra-Sorb AG or approved equal, soil amendment shall be mixed with native or planting
soil for a11 trees, shrubs, ground cover, and annuals according to manufacturer's
recommended application rates and methods, if specified on the Plans.
25.2.2.1.9 TREE PROTECTION
A. Wood fencing shall be 2" x 4" pressure treated (p.t.) stock with flagging on horizontal
members. Space vertical members 6 feet to 8 feet on center. The barricade shall be placed
so as to protect the critical protection zone area, which is the area surrounding a tree
within a circle described by a radius of one foot for each inch of the tree's diameter at
breast height DBH at 4-%2 feet above grade.
25.2.2.1.10 ROOT BARRIER SYSTEM
A. Root barrier fabric shall be installed when specified in the plans ancUor specifications for
protection of adjacent paved surfaces according to specific product name or equal. Install
as directed by the manufacturer.
25.2.2.1.11 PACKAGED MATERIALS
A. Deliver packaged materials in containers showing weight, analysis and name of
manufacturer. Protect materials from deterioration during delivery and while stored at the
site.
25.2.2.1.12 PESTICIDES
A. Pesticides shall be only approved, safe brands applied according to manufacturer's
directions.
25.2.3 EXECUTION
25.2.3.1 PREPARATION
25.2.3.1.1 OBSTRUCTIONS BELOW GROUND
A. It sha11 be the responsibility of the Contractor to locate and mark all underground utilities,
irrigation lines and wiring prior to commencement of the work.
B. If underground construction, utilities or other obstructions are encountered in excavation
of planting areas or pits, the Landscape Architect shall be immediately notified to select a
relocated position for any materials necessary.
25.2.3.1.2 GRADING AND PREPARATION FOR PLANT MATERIALS
A. All proposed landscape areas containing existing turf grass or weeds shall be treated with
Monsanto's "Round-Up" per manufacturer's specifications. All proposed landscape areas
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Section IV — Technical Specifications
adjacent to water bodies shall be treated with "Rodeo" per the manufacturer's
specifications.
� B. New plant materials will not be installed until a 98% weed/turf eradication has been
achieved. More than one application may be required to produce an acceptable planting
bed.
C. Pre-emergent herbicides are not a substitute for spray treatment of "Round-Up" or
"Rodeo", and may be used only with the written approval of the Landscape Architect.
� D. Should any plant material in the same, or adjacent beds be damaged by these chemicals,
the same size, quantity and quality of plants shall be immediately replaced by the
Contractor at no cost to the Owner.
� E. Any necessary conections or repairs to the finish grades shall be accomplished by the
Contractor. All planting areas shall be carefully graded and raked to smooth, even finish
grade, free from depressions, lutnps, stones, sticks or other debris and such that they will
� conform to the required finish grades and provide uniform and satisfactory surface
drainage without puddling.
F. The Contractor sha11 remove debris (sticks, stones, rubbish) over 1-%z inches in any
� dimension form individual tree, shrub and hedge pits and dispose of the excavated
material off the site.
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25.2.3.1.3 PREPARATION FOR ANNUAL BED PLANTING
A. Prepare native subgrade by rototilling or loosening by hand methods. Spread 3 inches of
Florida peat (1/3), sandy loam (1/3), or other approved organic soil amendment over the
full length and width of planting area for annuals. Rototill organic layer 6 inches to 8
inches into the native soil. Grade the planting bed by "crowning' to insure that surface
drainage, percolation, and aeration occur at rapid rates. Add Osmocote time release
fertilizer according to product instructions and rate.
25.2.3.1.4 PREPARATION FOR SEEDING AND SOD AREAS
A. All proposed sod areas containing existing turf grass or weeds shall be treated with
Monsanto's "Round-Up" per manufacturer's specifications. All proposed sod areas
adjacent to water bodies shall be treated with "Rodeo" per the Manufacturer's
Specifications.
B. Limit preparation to areas which will be planted promptly after preparation. Loosen sub-
grade of seed and sod areas to a minimum depth of 4 inches.
C. Immediately prior to any turf work, the Contractor shall fuush grade the soil to a smooth,
� even surface assuring positive drainage away from buildings and the subsequent turf
flush to the tops of adjacent curbs and sidewalks. The surface shall be sloped to existing
yard drains.
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D. A complete fertilizer shall be applied to St. Augustine or Bahia grass at a rate of one (1)
pound of nitrogen per 1000 square feet. Fertilizer shall be commercial grade, mixed
granules, with 30% - 505 of the nitrogen being in slow or controlled release form.
Thoroughly work fertilizer into the top 4 inches of soil.
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E. Moisten prepared seed and sod areas before planting if soil is dry. Water thoroughly and
allow surface moisture to dry before planting lawns. Do not create a muddy soil
condition.
25.2.3.2 I NSTALLATIO N
25.2.3.2.1 BERM CONSTRUCTION (IF SPECIFIED)
A. Install berms at location and design shown on Plans and at the height and slope indicated.
Height stated is for finished berm with soil at naiural compaction.
B. Exact location and configuration of berms may require modification to allow proper
drainage; such changes will be coordinated with the Landscape Architect.
C. If shown on the Plan, construct berms using clean sandy loam fill dirt which is well-
drained, free of rocks, roots, or other debris, with a soil pH of an acid Nature (about 6.0 -
6.5). No heavily organic soil, such as muck or peat shall be used in berm construction.
25.2.3.2.2 LAYOUT OF PLANT MATERIALS
A. Unless otherwise stipulated, plant materials shall be approximately located per the plans
by scale measurements using established building, columns, curbs, screen walls, etc. as
the measuring reference point. Slight shifting may be required to clear wires, prevent
blockage of signage, etc.
B. Shrubs and ground covers shall be located and spaced as noted on the plant material
schedule (if provided), otherwise plants will be placed in the planting beds at the
normally accepted spacing for each species.
C. Leave an 18 inch (450 millimeters) border of mulched space between outer leaves of
installed plant material and the bed line, curb, or building founda.tion wall for all plant
sizes.
D. Any necessary "minor" adjustments in the layout of planting shall be made by the
Contractor with the approval of the Landscape Architect in order to conform as nearly as
possible to the intent of the plans.
25.2.3.2.3 PLANTING PROCEDURES
A. All shrubs, trees and ground covers or vines shall be planted in pits having vertical sides
and being circulaz in outline. Planting pit shall be 3 to 5 times the width of the root ball.
B. Plants shall be set straight or plumb, in the locations shown, at such level that after
settlement normal or natural relationship of the top of the root ball with the ground
surface will be established. With regards to proper nursery practices, plants under certain
conditions (i.e, low and wet areas) will benefit from being planted "high" with the root
ball about 1 inch higher than the surrounding grade.
C. All plant materials shall be fertilized with Agriform 20-10-5 planting tablets, or approved
equal, at time of installation and prior to completion of pit backfilling. Agriform planting
tablets shall be placed uniformly around the root mass at a depth that is between the
middle and the bottom of the root mass.
Application rate:
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1 gallon
3 gallon
5 gallon
7 gallon
Trees
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Section N — Technical Specifications
1 - 21 gram tablet
2 - 21 gram tablet
3 - 21 gram tablet
4 - 21 gram tablet
3 tablets each'/z" (12 millimeters) caliper
7- 21 gram tablets
D. Native soil shall be used in back-filling plant pits or as specified. The Contractor shall be
responsible for providing additional soil for building tree saucers.
E. When balled and burlapped plants are set, undisturbed native soil shall be left under the
base of the root ball to prevent voids. Backfill tilled and loosened native soil azound the
sides of the root ball. Remove the top 4 inches (100 millimeters) of burlap wire, and all
tie-down material from the root ball. Do not remove these materials from the bottom of'
the root ball. Thoroughly water-in before bringing the back-fill up to the proper grade
Roots of bare plants shall be properly spread out, and planting soil carefully worked in
among them. Failure to comply is cause for rejection.
F. Containerized plants shall be installed with undisturbed. native soil left under the base of
the root ball to prevent voids. Planting pit shall be 3 to 5 times the width of the root ball.
Backfill tilled and loosened native soil around the sides of the root ball. Thoroughly
water-in before bringing the backfill up to the proper grade.
G. Plant spacing shall be "on center" and varies with the different plant species. Space each
variety of plant equally in the planting areas. Shrubs and ground covers adjacent to
straight or curved edges shall be triangular - spaced in rows pazallel to those edges. Plant
a minimum of 18 inches from the back of the curb to the outside edge of the plant.
H. All azaleas shall be placed into a prepazed bed of amended soil containing 50% weed-free
Florida peat or approved equivalent. Root ba11s shall be scarified vertically at 120 degree
angles in a triangular pattern.
I. Sabal palms may be planted deeper than normal if conditions warrant and if approved.
25.2.3.2.4 SODDING
A. During periods of drought, sod shall be watered sufficiently at its origin.to moisten the
soil adequately to the depth to which it is to be cut.
B. An application of 6-6-6, 40% organic, slow or controlled release fertilizer shall be made
to all lawn areas just prior to the laying of the sod at a rate of one (1) pound of nitrogen
per 1,000 square feet. The ground shall be wet down before the sod is laid in place.
C. Solid sod shall be laid tightly with closely abutting staggered joints with an even surface
� edge and sod edge, in a neat and clean manner to the edge of a11 the paving and shrub
areas. Cut down soil level to 1 inch to 1-1/2 inches below top of walks prior to laying
sod.
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D. Within 2 hours after installing sod and prior to rolling, irrigate the sod. Suf�icient water
shall be applied to wet the sod thoroughly and to wet the sod to a depth of 2 inches (50
millimeters). Watering shall be done in a manner that will avoid erosion due to the
application of excessive quantities, and the watering equipment shall be a type that will
prevent damage to the finished sod surface. Watering shall be repeated as necessary to
keep sod moist until rooted to subg�rade.
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Section IV — Technical Specifications
E. The sod shall be pressed firmly into contact with the sod bed using a turf roller or other
approved equipment so as to eliminate air pockets, provide a true and even surface and
insure knitting without any displacement of the sod or deformation of the surfaces of
sodded areas. After the sodding operation has been completed, the edges of the area shall
be smooth and shall conform to the grades indicated.
F. If, in the opinion of the Landscape Architect, top dressing is necessary after rolling, clean
silica sand shall be used to fill voids. Evenly apply sand over the entire surface to be
leveled, filling-in dips and voids and thoroughly washing into the sod areas.
G. On slopes steeper than 2:1 and as required, the sod shall be fastened in place with suitable
wooden pins or by other approved method.
25.2.3.2.5 SEEDING
A. Seed shall be installed per the specifications of the State of Florida Department of
Transportation. See plan for type of seed.
25.2.3.2.6 TREE GUYING, BRACING AND STAKING
A. Tree guying, staking and bracing shall be the responsibility of the Contractor per sound
nursery practices, and shall be done per details shown on the Plans. For trees, a minimum
of 2 stakes per tree or an optional 3 stakes per tree at 120 degree spacing shall be used.
Stakes shall be driven in at an angle, then tightened to vertical supported by approved
plastic or rubber guys. Trees shall be staked with a minimum of 4 feet height of stake
above grade and a minimum of 30 inches of stake below grade.
B. For single trunk palms, a minimum of 3 stakes per palm at 120 degree spacing shall be
used. Toenail the stakes to batten consisting of 5 layers of burlap and 5- 2 inch x 4 inch x
16 inch wood connected with two 3/4 inch steel bands. Palms shall be staked with a
minimum of 5 feet of stake above grade.
C. Contractor shall remove all tree guying, staking, and bracing from trees six (6) months
after the date of final acceptance of the landscape work.
D. Stake only trees that require support to mainta.in a plumb position or are in potentially
hazardous areas.
25.2.3.2.7 MULCHING
A. All planting beds shall be weed-free prior to mulching.
B. All curb, roadway, and bed line edges will be "trenched" to help contain the applied
mulch.
C. All plant beds and tree rings shall be mulched evenly with a 3 inch layer (before
compaction) of 100% Grade B recycled cypress bark mulch, or other mulch as specified
on the Plans or General Notes.
D. Mulch shall not be placed against the trunks of plant materials or foundations of
buildings. Maintain a minimum 3 inch clearance for trees and shrub trunks and a
minimum 6 inch clearance for the walls of buildings.
E. For beds of annual flowers, a 12 inch wide x 3 inch deep band of mulch shall be installed
in front of the first row of annuals. Maintain a minimum 6 inches of non-mulched
clearance from the outside edge of annuals.
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Section N — Technical Specifications
25.2.3.2.8 PRUNING
A. Pruning shall be done by an experienced certified Arborist to maintain the natural shape
and form of the plant.
B. Upon acceptance by the Owner, prune any broken branches, remove crossed branches,
and branches hanging below the cleaz trunk of the tree.
25.2.3.2.9 CLEAN-UP
A. During landscape work, store materials and equipment where directed by the Owner.
B. The Contractor shall promptly remove any materials and equipment used on the job,
keeping the area neat at all times. Upon completion of all planting, dispose of all excess
soil and debzis leaving pavements and work areas in safe and orderly condition.
C. The clean-up of the site shall include the removal and proper disposal of the tree guying,
staking, and bracing materials as described in specifications.
25.2.3.2.10 PROTECTION
' A. The Contractor shall provide safeguards for the protection of workmen and others on,
about, or adjacent to the work, as required under the parameters of the Occupational
Safety and Health Administration (O.S.H.A.) standards.
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B. The Contractor shall protect the Owner's and adj acent property from damage.
C. the Contractor shall protect the landscape work and materials from damage due to
landscape operations. Maintain protection during installation and maintenance periods.
D. The Contractor shall provide protection (tree barricades) for all existing trees and palms
as specified.
25.2.3.2.11 REPAIR OF DAMAGES
E. The Contractor shall repair all damage caused by his operations to other materials,
property, or trades to a level equal in quality to the existing condition prior to damage.
F. The Contractor shall be held responsible for all damage done by his work or employees
to other materials or trades' work. Patching and replacement of damaged work may be
done by others, at the Owner's direction, but the cost of same shall be paid by the
Contractor who is responsible for the damage.
` 25.2.3.3 MAINTENANCE
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A. The Contractor shall maintain all plant materials in a first class condition from the
beginning of landscape construction until Final Acceptance.
B. Operations:
1. Maintenance shall include, but not be limited to, watering of turf and planting beds,
mowing, fertilizing, cultivation, weeding, pruning, disease and pest control,
replacement of dead materials, straightening, turf or planter settlement corrections,
replacement of rejected materials, staking and guying repair and tightening, wash-out
repairs and regrading, and any other procedures consistent with the good horticultural
practice necessary to insure normal, vigorous and healthy growth of all work under
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the Contract. Mowing shall be consistent with the recommended height per the
University of Florida Coopera.tive Extension Service.
2. Within the warranty period, the Contractor sha11 notify the Owner of any maintenance
practices being followed or omitted which would be detrimental to the healthy,
vigorous growth of the landscape.
3. The Contractor sha.11 be responsible for the final watering of not less than one inch of
water for all planted materials before leaving the site.
25.2.3.4
25.2.3.4.1
INSPECTION, REJECTION, AND ACCEPTANCE
INSPECTION
A. Upon completion of the installation, the Contractor will notify the Owner or the Owner's
Representative that the job is ready for inspection. Within 15 days of notifications, the
installation will be inspected by the Landscape Architect. A written and/or graphic
inspection report will be sent to the Owner and/or Landscape Contractor.
25.2.3.4.2 REJECTION AND REPLACEMENT
A. The Landscape Architect shall be fmal judge as to the suitability and acceptability of any
part of the work. Plant material will be rejected if it does not meet the requirements set
forth in Plans and Speciiications.
B. Replace any rejected materials immediately or within 15 days and notify the Landscape
Architect that the correction has been made.
25.2.3.4.3 ACCEPTANCE
A. After replacement of rejected plant material (if any) have been made, and completion of
all other correction items, the Owner or Project Representative will accept the project in
writing.
B. Upon Final Acceptance, the Owner assumes responsibility for maintenance within the
terms of the Contract. Acceptance will in no way invalidate the Contractor's warranty
period.
C. The Contractor's warranty period will begin after final acceptance of the project by the
Owner.
1. If evidence exists of any lien or claim arising out of or in connection with default in
performance of this Contract, the Owner shall have the right to retain any payment
sufficient to discharge such claim and all costs in connection with discharging such
claim.
2. Where the Specifications call for any stipul�ted item or an"approved equivalent", or
in words to that effect, the Contractor shall indicate the price of the type and species
specified in the proposal, giving the price to be added or deducted from his Contract
price. The final selection rests with the Owner or his representative.
3. Where plants installed do not meet specifications, the Owner reserves the right to
request plant replacement or an appropriate deduction from the Contract amount to
compensate for the value not received from the under-specified plant materials. No
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additional compensation will be made to the Contractor for plants installed that
exceed specifications.
' 25.2.3.5 WARRANTY
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A. The Contractor shall warranty all palms and trees furnished under this contract for a
period of one (1) yeaz and all shrubs for a period of six (6) months. Material which is
either dead or in poor health during this period or at completion will be replaced at no
charge to the Owner. Should any of the plant materials show 50% or more defoliation
during the warranty period, due to the Contractor's use of poor qua.lity or improper
materials or workmanship, the Contractor upon notice, shall replace without delay same
with no additional cost to the Owner. Should any plant require replacing, the new plant
sha11 be given the equal amount of warranty.
HDPE DEFORMED - REFORMED PIPE LINING
, 26.1 INTENT
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It is the intention of this specification to provide for the trenchless restoration of 8" to 12"
sanitary sewers by the installation of a high density polyethylene, jointless, continuous, fold and
form pipe liner which is watertight and chemically resistant to withstand exposure to domestic
sewage including all labor, materials and equipment to provide for a complete, fully restored and
functioning installation.
26.2 PRODUCT AND CONTRACTOR/INSTALLER ACCEPTABILITY
The City requires that all contractors be prequalified. See General Conditions regarding
contractor prequalification. In addition, the City requires a proven extensive tract record for the
fold and form liner system to be used in this project. All contractors submitting for
prequalification approval for this project must exhibit extensive satisfactory experience in the
installation of the proposed liner system and satisfactory evidence that the proposed liner system
has been extensively and successfully installed in the Unites States and the State of Florida. The
installer must be certified by the liner system manufacturer for installation of the liner system.
The City reserves fu11 and complete authority to approve the satisfactory natwre of the both the
liner system and the installer.
26.3 MATERIALS
Pipe shall be made from P. E. 3408 polyethylene resins complying with ASTM D 3350, cell
classification: P.E. 345434 D for High Density. It shall be Type 3, Grade 4, Class D, according to
ASTM D 1248. The Contractor shall provide certified test results for review by the Engineer,
from the manufacturer, that the material conforms with the applicable requirements. Material
shall have a minimum thickness of SDR 32.5. Pipe specimens shall comply with the minimum
property values shown below with the applicable ASTM requirements:
Material Pro e ASTM Method Value
HDPE Tensile Strength D 638 3,300 psi
Elasticity Modulus E=113,000 psi
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Section IV —Technical Specifications
�PE Impact Strength D 256 A 3.0 ft-lb/in
Flexure Modulus E=136,000 psi
Expansion Coeff. c=0.009 in/in/deg F
At the time of manufacture, each lot of liner shall be reviewed for defects and tested in
accordance with ASTM D 2837 and D 1693. At the time of delivery, the liner shall be
homogeneous throughout, uniform in color, free of cracks, holes, foreign materials, blisters, or
deleterious faults. The Contractor shall provide, as requested, certified test results for review by
the Engineer, from the manufacturer, that the material conforms with the applicable
requirements. The Engineer may at any time request the Contractor provide test results from field
samples to the above requirements.
Liner shall be marked at 5-foot intervals or less with a coded number, which identifies the
manufacturer, SDR, size, material, date, and shift on which the liner was extruded.
Lining manufacturer shall submit to the Engineer for approval as requested, complete design
calculations for the liner thickness. The criteria for liner design shall be HS-20 traffic loading,
water table to the ground surface, minimum expected lifetime of 50 years, and no structural
strength retained from the existing pipe. Liner materials shall meet manufactures specifications
of Pipe Liners, Inc. 3421 N. Causeway, Suite 321, New Orleans, LA 70002, 1-800-344-3744 or
approved equal. Any approved equal liner system must be approved by the Engineer as an equal
system prior to receiving bids. Request for contractor prequalification and/or equal liner system
approval must be received by the Engineer no later than 14 days prior to the date for receiving
bids.
26.4 CLEANING/SURFACE PREPARATlON
It shall be the responsibility of the Contractor to clean and prepare the existing pipes for
rehabilitation. The Contractor will thoroughly clean the interior of the sewers to produce a clean
interior surface free of all coatings, sand, rock, roots, sludge, or other deleterious materials prior
to liner insertion. Bypass pumping will be provided by the Contractor �as part of the unit cost of
restoration. Bypass operations aze to be so arranged as to cause minimum disruptions to local
tr�c, residents and particularly to commercial facilities. During the cleaning and preparation
operations all necessary precautions sha11 be taken to protect the public, all property and the
sewer from damage.
All material removed from the sewers shall be the Contractor's responsibility for prompt disposal
in accordance with all regulatory agency requirements. The Contractor may be required to
control the rate of sewer cleaning in the sanitary system to avoid heavy pollution loads at the
City's treatment plants.
26.5 TELEVISION INSPECTION
After cleaning, and again after the rehabilitation work on each section of the project is
completed, a11 pipe sections shall be visually inspected by means of closed-circuit color
television, and recorded on VHS format tapes provided to the project engineer. The television
system used sha11 be designed for the purpose and suitably lighted to provide a clear picture of
the entire periphery of the pipe.
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Section IV — Technical Specifications
26.6 LINER INSTALLATION
Liner sha11 be sized to field measurements obtained by the Contractor to provide a tight fit to the
full interior circumference of the existing sanitary sewer and sha11 be a continuous, jointless liner
product from inside of manhole to inside of manhole. Contractor shall use installation methods
appmved by the liner manufacturer including liner placement, reforming to fit existing pipe,
pressure and heat requirements and reconnection of laterals. The Contractor shall immediately
notify the Engineer of any construction delays taking place during the insertion operation.
Contractor shall maintain a reasonable backup system for bypass pumping should delays or
problems with pumping systems develop. Liner entries at manholes sha1T be smooth, free of
irregularities, and watertight. No pinholes, tears, cracks, thin spots, or other defects in the liner
shall be permitted. Such defects shall be removed and replaced by the Contractor at his expense.
OSHA requirements for installation procedures, in particulaz, confined spaces are to be met.
26.7 LATERAL RECONNECTION
Sanitary laterals shall be reconnected as soon as possible to renew service. Laterals are to be
reconnected by means of robotics, by internally cutting out the liner to 100% of the azea of the
original opening. All lateral reconnections are to be grouted to prevent leakage. Grouting method
and material is to be approved by the Engineer.
Any reconnections to laterals and connections to manholes which are observed to leak shall be
' resealed by the Conttactor. All laterals discovered during the lining process aze to be reconnected
unless specifically directed otherwise by the City. The Contractor will be requested to reconnect
any laterals discovered to not be reconnected at a later date. Contractor shall notify all local
system users when the sanitary system will not be available for normal usage by the delivery of
, door hangers with appropriate information regarding the construction project.
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26.8 TIME OF CONSTRUCTfON
Construction schedules will be submitted by the Contractor and approved by the Engineer. At no
time will any sanitary sewer service connection remain inoperative for more than a eight hour
period without a service bypass being operated by the Contractor. In the event that sewage
backup occurs and enters buildings, the Contractor shall be responsible for cleanup, repair and
property damage costs and claims.
26.9 PAYMENT
Payment for sanitary sewer restoration shall be made per lineal foot including all preparation,
bypass pumping, equipment, labor, materials, operations, restoration, etc, to provide a fully
completed and operational sewer. Payment shall be measured from center of manhole to center
of manhole for the sanitary systems and from end of pipe to end of pipe for storm systems.
27 PLANT MIX DRIVEWAYS
New driveways or existing black top driveways that must be broken back in widening the
pavement (remove only enough to allow adequate grade for access to the street) shall be
constructed or replaced in accordance with the specifications for paving the street with the
exception that the base shall be six (6) inches. Use Section 23 G Asphaltic Concrete as specified
for the street paving.
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When finished surface of existing drive is gravel, replacement shall be of like material. Payment
shall be the same as Plant Mix Driveways.
27.1 BASIS OF MEASUREMENT
Measurement shall be the number of squaze yard of Plant Mix Driveways in place and accepted.
27.2 BASIS OF PAYMENT
Payment shall be the unit price per square yard for Plant Mix Driveways as measured above,
which price sha11 be full compensation for all work described in this section of the specifications
and sha11 include all materials, equipment, tools, labor and incidentals necessary to complete the
work.
28 REPORTING OF TONNAGE OF RECYCLED MATERIALS
This Article deleted.
29 CONCRETE CURBS
Concrete Curbs shall be constructed to the line, grade and dimensions as shown on the plans.
Unless otherwise noted, all concrete curbs shall have fiber mesh reinforcement and have a
minimum strength of 3000 p.s.i. at 28 days. Expansion joints shall be placed at intervals not to
exceed 100 feet, and scored joints shall be placed at intervals not to exceed 10 feet. In addition,
all the requirements of City Articles 6, 7, and 8 shall also apply. The Contractor shall notify the
Project Inspector a minimum of 24 hours in advance of the placement of all concrete curbs.
29.1 BASIS OF MEASUREMENT
The basis of ineasurement shall be lineal feet of curb in place and accepted.
29.2 BAStS OF PAYMENT
Payment shall be the unit price per lineal foot of curb, which price shall be full compensation for
all work described in this and other applicable parts of the specifications and shall include all
materials, equipment, tools, labor and incidentals necessary to complete the work.
30 CONCRETE SIDEWALKS AND DRIVEWAYS
30.1 CONCRETE SIDEWALKS
Concrete sidewalks shall be constructed to the line, grade and dimensions as shown on the plans
or herein specified. Unless otherwise noted, all concrete sidewalks shall have fiber mesh
reinforcement and have a minimum strength of 3000 p.s.i. at 28 days. Unless otherwise
specified, all concrete sidewalks shall have a minimum width of four feet (4'). Concrete
sidewalks shall have a minimum thickness of four inches (4"), except at driveway crossings
where a minimum thickness of six inches (6") is required. Also, 6/6 X 10/10 welded wire mesh
reinforcement is required for all sidewalk that crosses driveways. The welded wire mesh shall be
positioned in the middle to upper third of the placement. No compensation shall be given if the
welded wire mesh is not properly placed. Expansion joints shall be placed at intervals of not
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Section IV — Technical Specifications
more than 100 hundred feet, and scoring marks shall be made every 5 feet. Concrete shall be
poured only on compacted subgrade. In addition, all the requirements of City Articles 6, 7, and 8
shall also apply.
30.2 CONCRETE DRIVEWAYS
Concrete driveways, whether new construction or replacement, shall be a minimum of six (6)
inches in thickness with 6/6 x 10/10 welded wire mesh reinforcement and a minimum horizontal
distance between expansion joints of no less than four (4) feet measured in any direction. The
welded wire mesh shall be positioned in the middle to upper third of the placement. No
compensation shall be given if the welded wire mesh is not properly placed. Concrete shall be
poured only on compacted subgrade. In addition, all the requirements of City Articles 6, 7, and 8
shall also apply.
The Contractor shall notify the Project Inspector a minimum of 24 hours in advance of the
placement of all concrete sidewalks and driveways.
30.3 BASIS OF MEASUREMENT
The basis of ineasurement shall be the number of square feet of 4" concrete sidewalk, 6" concrete
sidewalk, and 6" concrete driveways in place and accepted.
30.4 BASIS OF PAYMENT
Payment shall be the unit price per square foot for each item as measured above, which price
shall be full compensation for all work described in this section and ather applicable parts of the
specifications and shall include all materials, equipment, tools, welded wire mesh where
required, labor and incidentals necessary to complete the work.
31 SODDING
Unless otherwise noted herein, the contractor shall place all sod, either shown on the plans or at
the direction of the Engineer, in conformance with Sections 575, 981, 982 and 983 of FDOT's
Standard Specifications (latest edition). T'he area for sod application shall be loosened and
excavated to a suitable depth and finished to a grade compatible with existing grass and
structures. Sod shall be placed with edges in close contact and shall be compacted to uniform
finished grade with a sod roller immediately after placement. In sloped areas, the sod shall be
graded and placed so as to prohibit erosion and undermining of the adjacent sidewalk. No sod
that has been cut for more than 72 hours can be used unless authorized by the Engineer in
advance. The sod shall be thoroughly watered immediately after placement. The Contractor shall
continue to water sod as needed and/or directed by the Engineer as indicated by sun exposure,
soil, heat and rain conditions, to establish and assure growth, until termination of the contract.
Dead sod, or sod not acceptable to the Engineer, shall be removed and replaced by the Contractor
at no additional compensation. Any questions concerning the type of existing sod shall be
determined by the Engineer.
Unless otherwise noted on the plans, payment for sod (including labor, equipment, materials,
placement, rolling, watering, etc.) shall be included in other bid items. Payment for these
associated bid items may be withheld until the Contractor provides the City a healthy, properly
placed stand of grass. When this work is given as a separate bid item, it shall cover all labor,
equipment and materials, (including water) required for this work and shall be paid for on the
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Section IV — Technical Specifications
basis of each square foot in place and accepted. No payment for sod shall be made until the
Contractor provides the City a healthy, properly placed stand of grass.
32 SEEDING
Seed, or seed and mulch, shall only be used when specified for certain demolition projects. The
seed and/or mulch shall be placed as called for on the plans in the following manner. The area to
be seeded shall be brought to the required line and grade, fertilized and seeded in basic
conformance with the latest edition of FDOT's Standard Specifications Sections 570, 981, 982
and 983. However, no wildflower seed shall be used, and Argentine Bahia Seed shall be used
instead of Pensacola Bahia. No sprigging will be required. Also, the addition of 20 lb. of Rye
Seed (to tota1601b. of seed per acre) will be required during the stated periods. It is also required
that the Contractor maintain said seed until growth is assured.
When this work is given as a bid item, the item shall cover all labor, material, equipment
(including water), required for this work, and shall be paid for on the basis of each square yard in
place and accepted. If called for on the plans, but not shown as a bid item, then the cost of such
work as stated above shall be included in the cost of other work.
33 STORM MANHOLES, INLETS, CATCH BASINS OR OTHER
STORM STRUCTURES
For details on specific design of a type of storm structure refer to Part B Index Numbers 200 to
235.
When required, inlets, catch basins or other structures shall be constructed according to the plans
and applicable parts of the specifications, Section Numbers 7, 8, & 9, and as approved by the
Engineer. Said structures shall be protected and saved from damage by the elements or other
causes until acceptance of the work.
33.1 BUILT UP TYPE STRUCTURES
Manholes shall be constructed of brick with cast iron frames and covers as shown on the Index
Numbers 201 and 202. Invert channels shall be constructed smooth and semi circulaz in shape
conforming to inside of adjacent sewer section. Changes in direction of flow shall be made in a
smooth curve of as large a radius as possible. Changes in size and grade of channels sha11 be
made gradually and evenly. Invert channels shall be built up with brick and mortar on top of
concrete base.
The storm structure floor outside of channels shall be made smooth and sloped toward channels.
Manhole steps shall not be provided. Joints shall be completely filled and the mortar shall be
smoothed from inside of the manholes.
The entire exterior of brick manholes shall be plastered with one half inch of mortar.
Brick shall be laid radially with every sixth course being a stretcher course.
In cases where a storm pipe extends inside a structure, the excess pipe will be cut off with a
concrete saw and shall not be removed with a sledge hammer.
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Section N — Technical Specifications
33.2 PRECAST TYPE
The manhole base shall be set on a pad of dry native sand approximately five inches thick to
secure proper seating and bearing.
Precast Manholes and Junction Boxes: The Contractor may substitute precast manholes and
junction boxes in lieu of cast in place units unless otherwise shown on the plans. Precast Inlets
will not be acceptable. When precast units are substituted, the construction of such units must be
in accordance with ASTM C 478, or the standard specifications at the manufacturers option.
, Precast structures must also meet the requirement that on the lateral faces, either inside or
outside, the distance between precast openings for pipe or precast opening and top edge of
precast structure be no less than wall thickness. A minimum of four courses of brick will be
' provided under manhole ring so that future adjustment of manhole lid can be accommodated.
Manhole steps shall not be provided. Manhole using O ring between precast sections will not be
acceptable for storm structures.
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33.3 BASIS OF PAYMENT
Payment for Junction Boxes, Manholes or other structures shall be on a unit basis.
34 MATERIAL USED
This article deleted. See SECTION III, ARTICLE 19 — MATERIAL USED.
35 CONFLICT BETWEEN PLANS AND SPECIFICATIONS
This article deleted. See SECTION III, ARTICLE 20 — CONFLICT BETWEEN PLANS AND
SPECIFICATIONS.
36 STREET S1GNS
The removal, covering or relocation of street signs by the Contractor is PROHIBITED.
All street signs shall be removed, covered or relocated by the City's Traffic Engineering Division
in accordance with Sections 700, 994, 995, and 996 of FDOT's Standard Specifications (latest
edition).
The Contractor shall notify the City's Tr�c Engineering Division a minimum of 24 hours in
advance of the proposed sign relocation, covering or removal.
, 37 AUDIONIDEO RECORDING OF WORK AREAS
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37.1 CONTRACTOR TO PREPARE AUDIONIDEO RECORDING
Prior to commencing work, the Contractor shall have a continuous color audio/video recording
taken along the entire length of the Project including all affected project areas. Streets,
easements, rights-of-way, lots or construction sites within the Project must be recorded to serve
as a record of a pre-construction conditions.
37.2 SCHEDULING OF AUDIONIDEO RECORDING
The video recordings sha11 not be made more than twenty-one (21) days prior to construction in
any area.
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37.3 PROFESSIONAL VIDEOGRAPHERS
T'he Contractor shall engage the services of a professional videographer. The color audio
videotapes shall be prepared by a responsible commercial firm known to be skilled and regularly
engaged in the business of pre-construction color audio-video recording documentation.
37.4 EQUIPMENT
All equipment, accessories, materials and labor to perform this service shall be fu�nished by the
Contractor. The total audio video system sha11 reproduce bright, sharp, clear pictures with
accurate colors and shall be free from distortion, tearing, rolls or any other form of imperfection.
The audio portion of the recording shall reproduce the commentary of the camera operator with
proper volume, clarity and be free from distortion and interruptions. In some instances, audio
video coverage may be required in areas not accessible by conventional wheeled vehicles. Such
coverage shall be obtained by walking.
37.5 RECORDED INFORMATION, AUDIO
Each recording shall begin with the current date, project name and be followed by the general
location, i.e., viewing side and direetion of progress. Accompanying the video recording of each
video shall be a corresponding and simultaneously recorded audio recording. This audio
recording, exclusively containing the commentary of the camera operator or aide, shall assist in
viewer orientation and in any needed identification, differentiation, clarification, or objective
description of the features being shown in the video portion of the recording. The audio
recording shall also be free from any conversations.
37.6 RECORDED INFORMATION VtDEO
All video recordings must continuously display transparent digital information to include the
date and time of recording. The date information shall conta.in the month, day and year. The time
information shall contain the hour, minutes and seconds. Additional information shall be
displayed periodically. Such information shall include, but not be limited to, project name,
contract number, direction of travel and the viewing side. This transparent information shall
appear on the extreme upper left hand third of the screen. Camera pan, tilt, zoom-in and zoom
out rates shall be sufficiently controlled such that recorded objects will be clearly viewed during
videotape playback. In addition, all other camera and recording system controls, such as lens
focus and aperture, video level, pedestal, chrome, white balance, and electrical focus sha11 be
properly controlled or adjusted to maximize picture quality. The construction documentation
shall be recorded in SP mode.
37.7 VIEWER ORIENTATION
The audio and video portions of the recording shall maintain viewer orientation. To this end,
overall establishing views of all visible house and business addresses shall be utilized. In areas
where the proposed construction location will not be readily apparent to the videotape viewer,
highly visible yellow flags shall be placed, by the Contractor, in such a fashion as to clearly
indicate the proposed centerline of construction. When conventional wheeled vehicles are used
as conveyances for the recording system, the vertical distance between the camera lens and the
ground shall not exceed 10 feet. The camera shall be firmly mounted such that transport of the
camera during the recording process will not cause an unsteady picture.
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' 37.8 LIGHTtNG
All recording shall be done during time of good visibility. No taping shall be done during
' precipitation, mist or fog. The recording shall only be done when sufficient sunlight is present to
properly illuminate the subjects of recording and to produce bright, sharp video recordings of
those subjects.
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37.9 SPEED OF TRAVEL
The average rate of travel during a particular segment of coverage shall be directly proportional
to the number, size and value of the surface features within that construction areas zone of
influence. The rate of speed in the general direction of travel of the vehicle used during taping
shall not exceed forty-four (44) feet per minute.
37.10 VIDEO LOG/INDEX
' All videotapes shall be permanently labeled and shall be properly identified by videotape number
and project title. Each videotape shall have a log of that videotape's contents. The log shall
' describe the various segments of coverage contained on the video tape in terms of the names of
' the streets or location of easements, coverage beginning and end, directions of coverage, video
unit counter numbers, engineering survey or coordinate values (if reasonably available) and the
date.
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37.11 AREA OF COVERAG E
Tape coverage shall include all surface features located within the zone of influence of
construction supported by appropriate audio coverage. Such coverage shall include, but not be
limited to, existing driveways, sidewalks, curbs, pavements, drainage system features,
mailboxes, landscaping, culverts, fences, signs, Contractor staging areas, adjacent structures, etc.
within the area covered by the project. Of particular concern shall be the existence of any faults,
fractures, or defects. Taped coverage shall be limited to one side of the Site, street, easement or
right of way at any one time.
37.12 COSTS OF ViDEO SERVICES
T'he cost to complete the requirements under this section shall be included in the contract items
provided in the proposal sheet. There is no separate pay item for this work.
, 38
38.1
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EROSION AND SILTATION CONTROL
STABILIZATION �F DENUDED AREAS
No disturbed area may be denuded for more than thirty (30) calendar days unless otherwise
authorized by the City Engineer. During construction, denuded areas shall be covered by
mulches such as straw, hay, filter fabric, seed and mulch, sod, or some other permanent
vegetation. Within sixty (60) calendar days after final grade is established on any portion of a
project site, that portion of the site shall be provided with established permanent soil stabilization
measures per the original site plan, whether by impervious surface or landscaping.
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Section IV — Technical Specifications
38.2 PROTECTION AND STABILIZATION OF SOIL STOCKPILES
Fill material stockpiles sha11 be protected at all times by on-site drainage controls which prevent
erosion of the stockpiled material. Control of dust from such stockpiles may be required,
depending upon their location and the expected length of time the stockpiles will be present. In
no case sha11 an unstabilized stockpile remain after thirty (30) calendaz days.
38.3 PROTECTION OF EXISTING STORM SEWER SYSTEMS
During construction, all storm sewer inlets in the vicinity of the project shall be protected by
sediment traps such as secured hay bales, sod, stone, etc., which shall be maintained and
modified as required by construction progress, and which must be approved by the City Engineer
before installation.
38.4 SEDIMENT TRAPPING MEASURES
Sediment basins and traps, perimeter berms, filter fences, berms, sediment bazriers, vegetative
buffers and other measures intended to trap sediment and/or prevent the transport of sediment
onto adjacent properties, or into existing water bodies; must be installed, constructed,�or, in the
case of vegetative buffers, protected from disturbance, as a first step in the land alteration
process. Such systems shall be fully operative and inspected by the City before any other
disturbance of the site begins. Earthen structures including but not limited to berms, earth filters,
dams or dikes shall be stabilized and protected from drainage damage or erosion within one
week of installation.
38.5 SEDIMENTATION BASINS
Areas of 3 acres or more shall be required to have temporary sedimentation basins as a positive
remedy against downstream siltation and will be shown and detailed on construction plans.
During development, permanent detention azeas may be used in place of silt basins, provided
they are maintained to the satisfaction of the City.
T'he Contractor will be required to prohibit dischazge of silt through the outfall structure during
construction of any detention area and will be required to clean out the detention azea before
installing any permanent subdrain pipe. In addition, permanent detention azeas must be totally
cleaned out and operating properly at final inspection and at the end of the one year warranty
period. When temporary sedimentation basins are used, they shall be capable at all times of
containing at least one (1) cubic foot of sediment for each one hundred (100) square feet of area
tributary to the basin. Such capacity shall be maintained throughout the pmject by regulaz
removal of sediment from the basin.
38.6 WORKING IN OR CROSSING WATERWAYS OR WATERBODIES
Land alteration and construction shall be minimized in both permanent and intermittent
waterways and the immediately adjacent buffer of 25 feet from top of bank of the waterways and
the buffer area whenever possible, and bartiers shall be used to prevent access. Where in channel
work cannot be avoided, precautions must be taken to stabilize the work azea during land
alteration, development and/or construction to minimize erosion. If the channel and buffer area
aze disturbed during land alteration, they must be stabilized within three (3) calendaz days after
the in channel work is completed.
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Section IV — Technical Specifications
Silt curtains or other filter/siltation reduction devices must be installed on the downstream side of'
the in channel alteration activity to eliminate impacts due to increased turbidity. Wherever stream
crossings are required, properly sized temporary culverts sha11 be provided by the contractor and
removed when construction is completed. The area of the crossing shall be restored to a
condition as nearly as possible equal to that which existed prior to any construction activity.
38.7 SWALES, DITCHES AND CHANNELS
All swales, ditches and channels leading from the site shall be sodded within three (3) days of
� excavation. All other interior swales, etc., including detention azeas will be sodded prior to
issuance of a Certificate of Occupancy.
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38.8 UNDERGR�UND UTILITY CONSTRUCTION
The construction of underground utility lines and other structures shall be done in accordance
with the following standards:
a. No more than 400 lineal feet of trench shall be open at any one time;
b. Wherever consistent with safety and space consideration, excavated material shall be cast
� to the uphill side of trenches. Trench material shall not be cast into or onto the slope of'
any stream, channel, road ditch or waterway.
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38.9 MAINTENANCE
All erosion and siltation control devices sha11 be checked regularly, especially after each rainfall
and will be cleaned out and/or repaired as required.
38.10 C4MPLIANCE
Failure to comply with the aforementioned requirements may result in a fine and/or more
stringent enforcement procedures such as(but not limited to) issuance of a"Stop Work Order".
City of Clearwater Standard Detail Drawings No. 601 and 607 are exa.m�ples of accepted methods
that may be used or required to control erosion and siltation.
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Section IV — Technical Specifications
City of Clearwater - Erosion Control
This notice is to inform the prime contractor that the City of Clearwater holds them responsible
for soil erosion control on their site.
T'he City of Clearwater Engineering Department has the responsibiliry to minimize the amount of
soil erosion into the City's streets, storm sewers and waterways.
The construction of a new residence or commercial site and major remodeling of an existing site
creates a potential for soil erosion. These instances are usually the result of contractors and
subcontractozs accessing the property with equipment or construction materials. Then rain storms
redistribute the eroded soil into the adjacent streets, storm systems and waterways.
When erosion takes place, a City Inspector will place a correction notice at the site. The
procedure will be as follows:
1 st occurrence - Warning
2nd occurrence - $32 Re-inspection Fee
3rd occurrence - $80 Re-inspection Fee
4th occurrence - Stop Work Order
Dependent on the severity of the erosion, the City's Engineering Department may elect to rectify
the erosion problem and chazge the contractor accordingly.
The attached drawings and details are recommendations for the contractor to use as means to
support the site from eroding. The contxactox may elect to shovel and sweep the street daily or on
an as needed basis. However, erosion must be held in check.
If the contractoz would like to meet with a City inspector on any particulaz site, please contact
Construction Services at 562-4750 or Planning & Development Services at 562-4741.
Erosion Control Required - CiTy of Clearwatex's Code of Ordinances requires erosion control on
all land development projects.
Erosion control must be in place and maintained throughout the job. Failure to do so may result
in additional costs and time delays to the permit holder.
Contact Engineering Department with specific questions at 562-4750.
SectionN.doc
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Section IV — Technical Specifications
CITY UF CLEARWATER
NOTICE OF
EROSION VIOLATION
UNDER SECTION 3-701 (DIVISION 7— EROSION AND SILTATION CONTROL} OF THE CITY OF CLEARWATER CODE OF
ORDINANCES, THIS SITE HAS BEEN FOUND 1N VIOLATION. THIS SITE MUST BE RESTOR�D TO AN EROSION
CONTROLLED SITE PRIOR TO ANY FURTHER DEVELOPMENT TO CONTINUE.
Warning .
$32.00 Re-inspection Fee
$80.00 Re-inspection Fee
Stop Work Order
DATE POSTED:
Inspector's Name:
Inspector's Signature:
CITY OF CLEARWATER
PLANNING & DEVELOPMENT SERVICES 727 562-4741
&
ENGINEERING/CONSTRUCTION 727 562-4750
Received by:
(Signature indicates only a copy of this notice has been
received and does not in any way indicate admission of guilt
or concurrence with findings of the inspector.)
IT IS A VIaLATION TO REMOVE THIS NOTICE
ANY UNAUTHORIZED PERSON REMOVING THIS SIGN WILL BE PROSECUTED
SectionIV.doc Page 67 of 128 5/15/2012
Section IV — Technical Specifica#ions
39 UTILITY TIE IN LOCATION MARKING
The tie in locations for utility laterals of water, sanitary sewer, and gas shall be plainly marked on
the back of the curb. Marking placed on the curb shall be perpendicular with respect to the curb
of the tie in location on the utility lateral. Marks sha11 not be placed on the curb where laterals
cross diagonally under the curb. The tie in location sha11 be the end of the utility lateral prior to
service connection.
Markings shall be uniform in size and shape and colors in conformance with the code adopted by
the American Public Works Association as follows:
SAFETY RED Electric power, distribution & transmission
Municipal Electric Systems
HIGH VISIBILITY SAFETY YELLOW Gas Distribution and Transmission
Oil Distribution and Transmission
Dangerous Materials, Produce Lines, Steam Lines
SA.FETY ALERT OR.ANGE Telephone and Telegraph Systems
Police and Fire Communications
Cable Television
SAFETY PRECAUTION BLUE Water Systems Sli.ury Pipe Lines
SAFETY GREEN Sewer Systems
LAVENDER RECLATMED WATER
WHTTE PROPOSED EXCAVATION
Marks placed on curbs shall be rectangular in shape and placed with the long dimension
perpendicular to the flow line of the curb. Marks placed on valley gutter and modified curb shall
be 6-inch x 3-inch and placed at the back of the curb. Marks placed on State Road and vertical
curb sha11 be 4-inch X 2-inch and be placed on the curb face.
40 AWARD OF CONTRACT. WORK SCHEDULE AND
GUARANTEE
This article not used. See SECTION III, ARTICLE 24 — AWARD OF CONTRACT, WORK
SCHEDULE AND GUARANTEE.
41 POTABLE WATERMAINS, RECLAIMED WATERMAINS AND
APPURTENANCES
41.1 SCOPE
The Contractor shall furnish a11 plant, labor, materials and equipment to perform all operations in
connection with the construction of potable water mains, reclaimed water mains and
appurtenances including clearing, excavation, trenching, backfilling and clean up.
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Section IV — Technical Specifications
41.2 MATERIALS
41.2.1 GENERAL
Materials, equipment and supplies furnished and permanently incorporated into the project shall
be of first quality in every respect and shall be constructed and finished to high standards of
workmanship. Materials shall be suitable for service intended, sha11 reflect modern design and
engineering and shall be fabricated in a first class workmanlike manner. All materials, equipment
and supplies shall be new and shall have not been in service at any time previous to installation,
except as required in tests or incident to installation. Machined metal surfaces, exposed beazings
and glands shall be protected against grit, dirt, chemical conosion and other damaging effects
during shipment and construction.
41.2.2 PIPE MATERIALS AND FITTINGS
41.2.2,1 DUCTILE IRON PIPE
Ductile Iron Pipe shall be in accordance with ANSUAWWA C151/A21.51 81 or latest revision.
Pipe thickness class, wall thickness and working pressure shall conform to the following table:
Size Class Thickness Rated Water Working Pressure
(In.) (PSI)
4" 51 0.26 350
6" 50 0.25 350
8" 50 0.27 350
12" 50 0.31 350
The trench laying condition shall be Type 2, Flat bottom trench backf'ill lightly consolidated to
centerline of pipe.
Pipe shall be manufactured in accordance with ANSUAWWA C151/A21.51 81 or latest revision.
Pipe shall be asphalt coated on the outside and standazd cement lined and sealed coated with
approved bituminous seal coat in accordance with ANSUAWWA C104lA21.4 80 or latest
revision.
41.2.2.2 POLYVINYL CHLORIDE (PVC) PIPE
� Polyvinyl Chloride (PVC) Pipe 4-inch through 8-inch shall be in accordance with ANSUAWWA.
C900 or latest revision and the American Society for Testing Materials (ASTIv� Standazd D 2241
and PVC Resin Compound conforming to ASTM Specification D 1784.
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Polyvinyl Chloride Pipe shall have the same O.D. as Cast and Ductile Tron Pipe and be
compatible for use without special adapters with Cast Iron Fittings.
Pipe dimension ratio, working pressure and laying length shall conform to the following table:
SectionN.doc Page 69 of 128 5/15/2012.
Section IV — Technical Specifications
Size Dimension Ratio Rated Water Working Pressure Laying Length
(OD/Thick.) (PS� (Fi)
4 18 150 20
6 18 150 20
8 18 150 20
Pipe larger than 8-inch shall be ductile iron. The City Engineer reserves the right to require the
use of ductile iron in sizes 4-inch through 8-inch when needed due to laying conditions or usage.
The bell of 4-inch and lazger PVC pipe shall consist of an integral wall section with a solid cross
section elastomeric ring which meets the requirements of ASTM D 1869.
Each length of pipe shall bear identification that will remain legible during normal handling,
storage and installation and so designate the testing agency that verified the suitability of the pipe
material for potable water service.
All polyvinyl chloride pipe shall be laid with two (2) s�rands of insulated 12 gauge A.W.C'z solid
strand copper wire taped to the top of each joint of pipe with about 18-inches between each piece
of tape. It is to be installed at every valve box through a 2-inch PVC pipe to 12-inches minimum
above the top of the concrete slab. The 2-inch PVC pipe shall be the same length as the
adjustable valve box, and the 2-inch PVC pipe shall be plugged with a 2-inch removable brass
plug with recessed nut. This wire is to be continuous with splices made only by direct bury 3M
brand splice kit approved by the Engineer. This wire is to be secured to all valves, tees and
elbows.
41.2.2.3 FITTINGS AND JOINTS
Fitting from 4-inch through 16-inch in size will be compact ductile iron cast in accordance with
ANSUAWWA C153/A 21.53 with mechanical joint bells. Bolts, nuts and gaskets shall be in
accordance with requirements of ANSUAWWA C153/A 21.53. The working pressure rating shall
be 350 P.S.I. Ductile iron fittings shall be coated and lined in accordance with require
requirements of ANSI/AWWA C104/A21.4. Mechanical joint glands shall be ductile iron in
accordance with ANSUAWWA C111/A 21.11. When reference is made to ANSUAWWA
Standards, the latest revisions apply. Only those fittings and accessories that are of domestic
(USA) manufacture will be acceptable.
41.2.2.4 RESTRAINT
Restraint of plugs, caps, tees, bends, etc., shall be accomplished by the use of approved
mechanical restraining rings or glands installed per manufacturers recommendations. Hydrants
shall be restrained by the use of swivel connecting joints. Restraining mechanical joint glands on
hydrants shall be used only where hydrant runout length precludes the use of swivel joint
connectors.
41.2.2.5 PIPE WITHIN CASING
All pipe placed within casings shall be slip joint ductile iron restrained by the use of restraining
gaskets designed for use with the particular joint being installed and have properly sized casing
spacers (Cascade Series) installed on the pipe so that the pipe will be centered within the casing.
SectionIV.doc Page70 of 128 5/15/2012
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Section N — Technicai Specifications
Each end of the casing shall be properly sealed to prevent the intrusion of soil, water, or debris
within the casing itself. It shall be sealed by brick and mortar, cement or any approved method
by the Engineer.
41.2.3 GATE VALVES
� Discs of valves shall be operated by methods which will allow operation in any position with
respect to the vertical. Gate valves for interior piping or exposed above grade outside structures,
shall be handwheel operated with rising stems. Valves 4-inches and larger, buried in earth sha11
� be equipped with 2-inch square operating nuts, valve boxes and covers. Valves shall be fitted
with joints suitable for the pipe with which they are to be used. The direction of opening for a11
valves shall be to the left (counter clockwise).
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Pressure Rating: Unless otherwise shown or specified, valves for high pressure service shall be
rated at not less than 150 psi cold water, nonshock.
The manufacturer's name and pressure rating shall be cast in raised letters on the valve body.
Tnstallation: Installation shall be in accordance with good standard practice. Exposed pipelines
shall be so supported that their weight is not cazried through valves.
Two Inch Diameter and smaller: Not allowed. These should be approved ball valves.
Three Inch Diameter: Not allowed.
Four Inch to Sixteen Inch Diameter: Gate Valves, 4 to 16-inch diameter, inclusive, shall be
resilient seated gate valves encapsulated with EPDM Rubber in conformance with
ANSUA.W.W.A. Standard Specification C509-515 latest revision. These valves shall include the
following features consistent with C509-515, full opening unobstructed waterway, zero leakage
at 200 p.s.i. differential pressure, all internal parts removable from bonnet without removing
body from pressure main, corrosion resistant bronze or stainless steel nonrising stem with O ring
bonnet seal with epoxy coated inside and outside cast iron or ductile iron valve body..
Larger than Sixteen Inch Diameter: Gate valves larger than 16-inch shall be suitable for the
� service intended and shall be resilient seated gate valves encapsulated with EPDM rubber in
conformance with ANSI/AW WA. These valves shall include the following features consistent
with C509-80, full opening unobstructed waterway, zero leakage at 200 psi differential pressure.
� All valves shall be equipped with steel cut bevel gears, extended type gear case and rollers,
bronze or babbitt tracks and scrapers and valved by-pass.
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41.2.4 VALVE BOXES
Valve boxes shall be of standard extension design and manufacture and shall be made of cast
iron. No PVC Risers or Derisers are allowed as part of a valve box assembly. They are to be 3-
piece valve box assembles. The lower part of the assembly can be ordered in various heights to
accommodate different depths. Suitable sizes of valve boxes and extension pieces shall be
provided where shown. The valve box cover shall be of cast iron. Valve boxes and their
installation shall be included in the bid price for valves. Refer to City Index No. 402; Sheet 1 of'
5& Sheet 2 of 5 for potable water valve pad detail, and City Index No. 502; Sheet 1 of 2& Sheet
2 of 2 for reclaimed water valve boxes and pad detail.
SectionN.doc Page 7l of 128 5/IS/2012
Section IV — Technical Specifications
41.2.5 HYDRANTS
No other hydrants, other than those listed below, may be used in extension to or replacement of
the City of Clearwater potable water system:
• Kennedy Guardian #K 81D Fire Hydrant,
• Mueller Super Centurion 25 Fire Hydrant
• AVK Nostalgic 2780.
• American Dazling B-84-B.
No substitutions shall be allowed without the approval of the City of Clearwater.
Above hydrants shall be in accordance with the latest revision of the AWWA Specification C 502
and include the following znodifications:
1. All shipments to be palletized and tailgate delivery.
2. Hydrants shall conform to A.W.W.A. Standard C-5021atest revision and must be UL/FM
listed.
3. Hydrants shall be of the compression type, closing with line pressure.
4. The operating threads will be contained in an operating chamber sealed at the top and
bottom with an O-ring seal. The chamber will contain a lubricating grease or oil.
5. Hydrants shall be of the traffic model breakaway type, with the barrel made in two
sections with the break flange located approximately 2-inch above the ground line.
Breakaway bolts not allowed.
6. Operating nut shall be of one-piece bronze or ductile iron construction.
7. A dirt shield shall be provided to protect the operating mechanism from grit buildup and
corrosion due to moisture.
8. A thrust washer shall be supplied between the operating nut and stem lock nut to facilitate
operation.
9. Operating nut shall be a#7 (1-1/2-inch) pentagon nut.
10. Nozzles shall be of the tamper resistant, 1/4 turn type with O-ring seals or tl�readed into
upper barrel. Nozzles shall be retained with a stainless steel locking device.
11. The main valve sha11 be of EPDM solid rubber.
12. The seat shall be of a bronze ring threaded to a bronze insert in the hydrant shoe, with O-
rings to seal the barrel from leakage of water in the shoe.
13. The main valve stem will be 304 or higher grade stainless steel and made in two sections
with a breakable coupling.
14. Hydrant shall have a 6-inch Mechanical Joint epoxy lined elbow, less accessories.
15. Hydrant sha11 have a 5-1l4-inch valve opening, and shall be a left hand operation to open.
16. Hydrant shall be without drains.
17. Hydrant shall have two (2) 2-1/2-inch hose nozzles and one (1) 4-1/2-inch pumper
nozzle. Threads shall be in accordance with the National Standard Hose Coupling Thread
Specifications.
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Section N — Technical Specifications
18. Hydrant body shall have a factory finish of yellow paint. All paints shall comply with
AWWA standazd C-502-85 or latest revision.
All hydrants will be shop tested in accordance with the latest AWWA Specification C 502.
Constrained joint assemblies shall be used which have bolted mechanical and swivel joints from
the hydrant tee through to the hydrant. Constrained joints shall absorb all thrust and prevent
movement of the hydrant.
All hydrants shall be provided with an auxiliary gate valve so that the water to the hydrant may
be shut off without the necessity of closing any other valve in the distribution system.
No hydrants shall be installed on the reclaimed water system unless approved by the City of
Clearwater's Engineering Department.
41.2.6 SERVICE SADDLES
Service saddles shall be used on all service taps to 4-inch P.V.C. water main. The lazgest service
connection allowable on 4-inch main shall be 1-1/2-inch. Service saddles shall be used on a112-
inch service connections to 6-inch and larger mains. Sezvice saddles (JCM 406 series or Ford FC
202 series) shall be wide bodied ductile iron with epoxy or nylon coating and shall have stainless
steel straps.
41.2.7 TESTS, INSPECTION AND REPAIRS
1. All materials sha11 be tested in accordance with the applicable Federal, ASTM or AWWA
Specifcation and basis of rejection shall be as specified therein. Certified copies of the
tests shall be submitted with each shipment of materials.
2. All materials will be subject to inspection and approved by the Engineer after delivery;
and no broken, cracked, misshapen, imperfectly coated or otherwise damaged or
unsatisfactory material shall be used.
3. All material found during the progress of the work to have cracks, flaws, or other defects
shall be rejected and promptly removed from the site.
4. If damage occurs to any pipe, fittings, valves, hydrants or water main accessories in
handling, the damage shall be immediately brought to the Engineer's attention. The
Engineer shall prescribe corrective repairs or rejection of the damaged items.
41.2.8 BACKFLOW PREVENTERS
The City of Clearwater owns and maintains all backflow prevention devices that
are installed within their system. Therefore, any and all devices must be
purchased from the City and installed by City work forces.
Backflow prevention devices installed on customer's service lines at the point of delivery
(service connection) shall be of a type in accordance with AWWA specification C506 or latest
revision.
� Two (2) different types of backflow prevention devices are allowed. Type of device, when
required, is determined by the degree of hazard presented to the municipal water system from
1 possible backflow of water within the customers private system. The types of devices allowed
are:
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Section N — Technical Specifications
1. Double Check Va1ve Assembly a device composed of two single, independently acting,
approved check valves, including tightly closing shutoff valves located at each end of the
assembly and suita.ble connections for testing the watertightness of each check valve.
2. Reduced pressure principle backflow prevention device a device containing a minimum
of two independently acting, approved check valves, together with an automatically
operated pressure dif�erential relief valve located between the two check valves. The unit
must include tightly closing shutoff valves located at each end of the device, and each
device shall be fitted with properly located test cocks.
41.2.9 TAPPING SLEEVES
Steel body tapping sleeves shall be JCM Industries Inc., JCM 412 or Smith-Blair 622. All steel
body tapping sleeves shall have heavy welded ASTM A 285, Grade C steel body, stainless steel
bolts, manufacturer's epoxy coated body, and 3/4-inch bronze test plug.
41.2.10 BLOW OFF HYDRANTS
Blow offs aze not allowed.
41.3 CONSTRUCTION
41.3.1 MATERIAL HANDLING
l. Pipe, fittings, valves, hydrants and accessories shall be loaded and unloaded by lifting
with hoists or skidding so as to avoid shock or damage. Under no circumstances shall
such materials be dropped. Pipe handled on skidways shall not be skidded rolled against
pipe already on the ground.
2. Pipe shall be so handled that the coating and lining will not be damaged. If, however, any
part of the coating or lining is damaged, the repair shall be made by the Contractor at his
expense in a manner satisfactory to the Engineer.
3. In distributing the material at the site of the work, each piece shall be unloaded opposite
or near the place where it is to be laid in the trench.
41.3.2 PIPE LAYING
41.3.2.1 ALIGNMENT AND GRADE
The pipe shall be laid and maintained to the required lines and grades with fittings, valves and
hydrants at the required locations, spigots centered in bells; and all valves and hydrant stems
plumb. All pipe installed shall be pigged and properly blown off before any pressure testing and
sterilization of the pipe can be completed.
The depth of cover over the water main shall be a minimum of 30-inches and a maximum of 42-
inches below finished grade, except where approved by the Engineer to avoid conflicts and
obstructions. Whenever obstructions not shown on the plans are encountered during the progress
of the work and interfere to such an extent that an alteration of the plans is required, the Engineer
shall have the authority to change the plans and order a deviation from the line and grade or
arrange with the Owners of the structures for the removal, relocation, or reconstruction of the
obstructions.
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Section N — Technical Specifications
41.3.2.2 INSTALLATION
Proper implements, tools, and facilities satisfactory to the Engineer shall be provided and used
by the Contractor for the safe and convenient performance of the work. All pipe, fittings, valves
and hydrants shall be carefully lowered into the trench piece by piece by means of a demck,
ropes, or other suitable tools or equipment in such a manner as to prevent damage to materials
and protective coatings and linings. Under no circumstances shall materials be dropped or
dumped in the trench.
If damage occurs to any pipe, fittings, valves, hydrants or accessories in handling, the damage
� shall be immediately brought to the Engineer's attention. The Engineer shall prescribe corrective
repairs or rejection of the damaged items.
� All pipe and fittings shall be carefully examined for cracks and other defects while suspended
above the trench immediately before installation in fmal position. Spigot ends shall be examined
with particular care as this area is the most vulnerable to damage from handling. Defective pipe
� or fittings shall be laid aside for inspection by the Engineer who will prescribe corrective repairs
or rejection.
All lumps, blisters, and excess coating shall be removed from the bell and spigot end of each
� pipe, and the outside of the spigot and the inside of the bell shall be wire brushed and wiped
clean and dry and free from oil and grease before the pipe is laid. Pipe joints shall be made up in
accordance with the manufacturer's recommendations.
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Every precaution shall be taken to prevent foreign material from entering the pipe while it is
being placed in the line. If the pipe laying crew cannot put the pipe into the trench and in place
without getting earth into it, the Engineer may require that, before lowering the pipe into the
trench, a heavy, woven canvas bag of suitable size shall be placed over each end and left there
until the connection is to be made to the adjacent pipe. During laying operation, no debris, tools;.
clothing or other materials shall be placed in the pipe.
As each length of pipe is placed in the trench, the spigot end shall be centered in the bell and the:
pipe forced home and brought to correct line and grade. The pipe shall be secured in place with.
approved backfill material tamped under it except at the bells. Precautions shall be taken to
prevent dirt from entering the joint space.
At times when pipe laying is not in progress, the open ends of pipe shall be closed by a.
watertight plug or other means approved by the Engineer.
The cutting of pipe for inserting valves, fittings, or closure pieces shall be done in a neat and�,
workmanlike manner without damage to the pipe or cement lining and so as to leave a smootl��
end at right angles to the axis of the pipe.
Pipe shall be laid with bell ends facing in the direction of laying unless directed otherwise by the:
, Engineer. Where pipe is laid on the grade of 10 per cent or greater, the laying shall start a1:
bottom and shall proceed upward with the bell ends of the pipe upgrade.
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Wherever it is necessary to deflect pipe from a straight line, either in the vertical or horizontal�
plane to avoid obstructions or to plumb stems; or where long radius curves are permitted, the:
amount of deflection allowed shall not exceed that allowed under the latest edition oii
ANSUAWWA C600-82 and C900 81 or latest revisions.
No pipe shall be laid when, in the opinion of the Engineer, trench conditions are unsuitable.
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41.3.3
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SETTING OF VALVES, HYDRANTS AND FITTINGS
41.3.3.1 GENERAL
Valves, hydrants, fittings, plugs and caps shall be set and joined to pipe in the manner specified
above for installation of pipe.
41.3.3.2 VALVES
Valves in water mains shall, where possible, be located on the street property lines extended
unless shown otherwise on the plans. All valves shall be installed at the tee in all cases, not to
exceed 18-inches from the main line.
The valve box shall not transmit any shock or stress to the valve and shall be centered and plumb
over the wrench nut of the valve, with the box cover flush with the surface of the finished
pavement or such other level as may be directed. Refer to City Index No. 402; Sheet 1 of 5&
Sheet 2 of 5 for potable water valve pad detail, and City Index No. 502; Sheet 1 of 2& Sheet 2
of 2 for reclaimed water valve box and pad detail.
41.3.3.3 HYDRANTS
Hydrants shall be located as shown or as directed so as to provide complete accessibility and
minimize the possibility of damage from vehicles or injury to pedestrians. All hydrants located
10-feet of more from the main shall have a gate valve at the main and another gate valve at the
hydrant location. No valve can be located anywhere in the hydrant run to circumvent the use of
two valves. Refer to City Index No. 402; Sheet 5 of 5 for potable water hydrants. No hydrants
shall be installed on the reclaimed water system unless approved by the City of Clearwater's
Engineering Department.
All hydrants shall stand plumb and shall have their nozzles parallel with, or at right angles to, the
curb, with the pumper nozzle facing the curb. Hydrants shall be set to the established grade, with
nozzles as shown or as d'uected by the Engineer.
Each hydrant shall be connected to the main with a 6-inch ductile iron branch controlled by an
independent 6 inch gate valve.
41.3.3.4 ANCHORAGE
Movement of all plugs, caps, tees, bends, etc., unless otherwise specified shall be prevented by
attaching approved mechanical restraining rings or glands and installed per manufacturers
recommendations. Hydrants shall be held in place with resbrained swivel joints. Restraining
mechanical joint glands on hydrants may be used where hydrant runout length precludes the use
of hydrant connecting swivel joints.
Where special anchorage is required, such anchorage shall be in accordance with details shown
on the plans.
41.3.4 CONNECTIONS TO EXISTiNG LINES
Where shown on the plans or directed by the Engineer, the water lines constructed under this
contract shall be conriected to the existing lines now in place. No such connection shall be made
until all requirements of the specifications as to tests, flushing, and sterilization have been met
and the plan of the cut in to the existing line has been approved by the Engineer.
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Section IV — Technical Specifications
Where connections are made between new work and existing work, the connections shall be
made in a thorough and workmanlike manner using proper materials and fittings to suit the
actual conditions. All fittings shall be properly sterilized and pipe will be properly swabbed
before connections to existing facilities. All connections to existing facilities will be completed
under the supervision of the City of Clearwater Water Division.
41.4 TESTS
41.4.1 HYDROSTATIC TESTS
After installation of water mains, complete with all associated appurtenances including service
taps, all sections of newly laid main sha11 be subject to a hydrosta.tic pressure test of 150 pounds
per square inch for a period of two (2) hours and shall conform to AWWA C6001atest revision.
All mains shall be pigged and flushed to remove all sand and other foreign matter before any
hydrostatic test can or will be performed. The pressure test shall be applied by means of a pump
connected to the pipe in a manner satisfactory to the Engineer. The pump, pipe connection and
all necessary apparatus, together with operating personnel, shall be furnished by the Contractor
at his expense. '
The Contractor shall make all necessary taps into the pipe line. The Owner will furnish the water
for the test. Before applying the test pressure, all air shall be expelled from the pipe line.
41.4.2 NOTICE OF TEST
The Contractor shall give the City of Clearwater's Owner Representative 48-hours advance
notice of the time when the installation is ready for hydrostatic testing.
41.5 STERILIZATION
Before the system is put into operation, a11 water mains and appurtenances and any item of new
construction with which the water comes in contact, shall be thoroughly sterilized in accordance
with AWWA C651.
41.5.1 STERILIZING AGENT
The sterilizing agent
' Federal Specification
"Perchloron".
sha11 be liquid chlorine, sodium hypochlorite solution conforming to
0 S 602B, Crrade D, or dry hypochlorite, commonly known as "HTH" or
� 41.5.2 FLUSHING SYSTEM
Prior to the application of the sterilization agent, all mains shall be thorouglily flushed. Flushing
, shall continue until a clean, cleaz stream of water flows from the hydrants. Where hydrants aze
not available for flushing, such flushing shall be accomplished at the installed blow off devices
generally at the ends of the lines.
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41.5.3 STERILIZATION PROCEDURE
All piping, valves, fittings and a11 other appurtenances shall be sterilized with water containing a
minimum chlorine concentration of '75 ppm at any point in the system. This solution sha11 then
remain in the distribution system for a minimum contact period of eight (8) hours and never
more than 24 hours before it is flushed out. All valves in the lines being sterilized shall be
opened and closed several times during the contact period.
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Section IV — Technical Specifications
41.5.4 RESIDUAL CHLORINE TESTS
After the sterilization outlined above has been accomplished, flushing shall continue until free
residual chlorine tests not less than 0.2 ppm nor more than 3.0 ppm. Residual chlorine test shall
be in accordance with standard methods using a standard DPD test set.
41.5.5 BACTERIAL TESTS
After the water system has been sterilized and thoroughly flushed as specified herein, City of
Clearwater Water Division or the Owner's Representative personnel shall take samples of water
from remote points of the distribution system in suitable sterilized containers. The City shall
forwazd the samples to a laboratory certified by the Florida State Boazd of Health for bacterial
examination in accordance with AWWA C651. If tests of such samples indicate the presence of
coliform organisms, the sterilization as outlined above shall be repeated until tests indicate the
absence of such pollution. The bacterial tests shall be satisfactorily completed before the system
is placed in operation and it shall be the Contractor's responsibility to perform the sterilization as
outlined above.
If inethods of sterilization differ materially from those outlined above, such methods shall be in
accordance with directives of the Florida State Board of Health and all methods employed shall
have the approval of that agency. Definite instructions as to the collection and shipment of
samples shall be secured from the laboratory prior to sterilization and shall be followed in all
respects. The City of Clearwater shall secure cleazance of the water main from the Florida
Department of Environxnental Protection before the water distribution system is put into
operation.
41.6 MEASUREMENT AND PAYMENT
41.6.1 GENERAL
Bids must include all sections and items as specified herein and as listed on the Bid Form.
Payment for the work of constructing the project will be made at the unit price or lump sum
payment for the items of work as set forth in the Bid, which payment will constitute full
compensation for all labor, equipment, and materials required to complete the work. No separate
payment will be made for the following items and the cost of such work shall be included in the
applicable pay items of work:
• Clearing and g�rubbing
• Excavation, including necessary pavement removal
� Shoring andJor dewatering
• Structural fill
• Backfill
• Grading
• Tracer wire
• Refill materials
• Joints materials
• Tests and sterilization
• Appurtenant work as required for a complete and operable system.
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Section N — Technical Specifications
41.6.2 FURNISH AND INSTALL WATER MAINS
41.6.2.1 MEASUREMENT
The quantity for payment shall be the actual number of feet of pipe of each size and type
satisfactorily furnished and laid, as measured along the centerline of the completed pipe line,
including the length of valves and fittings.
41.6.2.2 PAYMENT
Payment of the applicable unit price shall be full compensation for furnishing all plant, labor,
materials and equipment, and constructing the water mains complete and ready for operation.
41.6.3 FURNISH AND INSTALL FITTINGS
41.6.3.1 MEASUREMENT
The quantity for payment will be the number of tons, or decimal part thereof, of ductile iron
fittings satisfactorily furnished and installed. Fitting weights shall be based on weights stamped
on the body of the fitting, provided such weights do not exceed the theoretical weights by more
than the tolerances permitted in ANSUAWWA C110/A 21.10 82, latest revision, in which case,
the weight will be based upon the theoretical weight plus the rriaximum tolerance.
41.6.3.2 PAYMENT
Payment of the applicable unit price shall be full compensation for furnishing all plant, labor,
materials, and equipment required to fumish and install ductile iron fittings.
41.6.4 FURNISH AND INSTALL GATE VALVES COMPLETE WITH BOXES
AND COVERS
41.6.4.1 MEASUREMENT
The quantity for payment shall be the number of gate valves of each size satisfactorily fumished
and installed.
41.6.4.2 PAYMENT
Payment of the applicable unit price for each size shall be full compensation for furnishing all
plant, labor, material and equipment and installing the valve complete with box and cover.
41.6.5 FURNISH AND INSTALL FIRE HYDRANTS
49.6.5.1 MEASUREMENT
The quantity for payment shall be the number of fire hydrants satisfactorily furnished and
installed. The only hydrants allowed to be installed in the City of Clearwater utilities system are
listed in Section 41.2.5. No exceptions.
41.6.5.2 PAYMENT
Payment of the applicable unit price shall be full compensation for fumishing all plant, labor,
material and equipment and installing the fire hydrant complete including necessary thrust
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Section IV — Technical Specifications
anchorage, 6-inch pipe between the main and the hydrant and gate valve and valve box on the
hydrant lead.
42 GAS SYSTEM SPECIFICATIONS
This article not applicable.
43 TENNIS COURTS
43.1 PAVED TENNIS COURTS
43.1.1 SO1L TREATMENTS
All soil under courts shall be treated with DSMA 184 at the rate of 2 pounds active ingredient per
1,000 square foot.
Materials shall be brought to the job site in tagged containers. Tags shall be retained and tumed
into the Engineer's Office.
43.'1.2 BASE COURSE
Base Course shall be Limerock 6" thick after compaction. Specifications for the base shall be the
same as those for Limerock in Section IV - Article 22 of the City of Clearwater Technical
Specifications. Subgrade stabilizing will not be required.
Surface shall be cut to within 1/2" of true grade in preparation of 1" leveling course. Prior to
applying prime coat, surface shall be approved by the Engineer.
43.1.3 PRIME COAT
The material used for prime coat shall be cut-back Asphalt Grade RC-70 or RC-250 and shall
conform to Section 300 of the Florida State Department of Transportation's "Standard
Specifications for Road and Bridge Construction".
43.1.4 LEVELING COURSE
A.Leveling Course shall be a minimum of 1" of Type S-III Asphaltic Concrete as specified in
Section 331 of FDOT's Standard Specification (latest edition). T'he Leveling Course shall be
constructed ruruiing East and West.
Finish surface of leveling course shall not vary more than 1/4" when checked with a 10 foot
straight edge. If a deficiency of more than '/4" exists, the Engineer will deternune if the surface
should be leveled or removed and replaced. Such remedial work shall be without compensation.
43.1.5 SURFACE COURSE
Surface course shall be a minimum of 1" of Type S-III Asphaltic Concrete as specified in Section
331 of FDOT's Standard Specification (latest edition). The Surface Course shall be constructed
running North and South.
Finish surfaces shall not vary more than 1/4" in 10 feet. Prior to application of color coat, surface
shall be checked for low areas by flooding the surface with water. Low areas shall be patched as
approved by the Engineer prior to application of the color coat. No areas which retain water will
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Section N —Technical Specifications
be approved. If a deficiency of more than '/a" exists, the Engineer will determine if the surface
should be leveled or removed and replaced. Such remedial work shall be without compensation.
43.1.6 COLOR COAT
43.1.6.1 MATERIALS
Materials used in the patching and color coating of Tennis Courts shall be manufactured
specifically for Tennis Court Application.
All materials must be approved by the Engineer prior to the start of construction. Request for
approval of coating materials may be submitted prior to the opening of bids. In requests for
approval, the Contractor shall present manufacturer's literature along with the name, address, and
date of three previous Tennis Court applications of the proposed material.
43.1.6.2 CONSTRUCTION
43.1.6.2.1 SURFACE PREPARATION
The surface to be coated must be sound, smooth, and free from loose dirt or oily materials.
Prior to the application of surfacing materials, the entire surface should be checked for minor
depressions or irregularities. If it is determined that minor corrections are necessary, the
Contractor shall make repairs using approved tack coat and/or patching mix in accordance with
manufacturer's recommendations for use.
After patching the surface shall not vary more than 1/8" in ten feet in any direction. If a
� deiiciency of more than 1/8" exists, the Engineer will determine if the surface should be leveled
or removed and replaced. Such remedial work shall be without compensation.
� In order to provide a smooth, dense underlayment of the finish course, one or more applications
of resurfacer or patch mix shall be applied to the underlaying surface as deemed necessary by the
Engmeer. Asphaltac concrete Surface Course with a smooth tight mix and no ponding, will not
� require the resurfacing or patching mix. Asphaltic Concrete Surface Course which is course and
rough or is ponding water will zequire the use of the resurfacer or patch mix.
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No applications shall be covered by a succeeding application until thoroughly cured.
43.1.6.2.2 FINISH COLOR COURSE
The iinish course shall be applied to a clean, dry surface in accordance with the manufacturer's
directions. A minimum of two applications of color coat will be required.
Texture of cured color coat is to be regulated in accordance with manufacturer's
recommendations to provide a medium speed surface for tennis play.
The color of application shall be dark green for the regulation double's playing area and red for
all other others.
The finished surface shall have a uniform appearance and be free from ridges and tool mazks.
43.1.6.3 PLAYiNG LINES
Forty-eight (48) hours minimum after completion of the resurfacing, 2 inch wide playing lines
shall be accurately located, marked and painted with approved marking paint.
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43.1.6.4 WEATHER LIMITATIONS
No parts of the construction involving Tennis Court surfacing or patching products shall be
conducted during rainfall, or when rainfall is imminent or unless the air temperature is at least 50
degrees, Fahrenheit and rising.
NOTE: The Contractor sha11 notify the Project Inspector a minimum or 24 hours in advance of
all base and asphalt related work.
43.2 CLAY TENNIS COURTS
43.2.1 GENERAL
43.2.1.9 SCOPE
The Contractor sha11 furnish all labor, materials and equipment necessary for the installation of
clay tennis court(s) as set forth in these specifications and /or the construction drawings. The
scope of work is indicated on drawings and specified herein. Basis of design for clay courts with
sub-surface irrigation system is Hydrogrid Tennis, Inc. or prior approved equal.
43.2.1.2 CONTRACTOR QUALIFICATIONS
The Owner may make such investigation as he deems necessary to determine the ability of the
Bidder to perform the work and the Bidder shall furnish to the Owner all such information and
data for this purpose as the Owner may request. The Owner reserves the right to reject any Bid if
the evidence submitted by, or investigations of such Bidders fail to satisfy the owner that such
Bidder is properly qualified to carry out the obligations of the Contract and to complete the work
contemplated herein within the time limit agreed upon. Factors to be considered in awarding the
Bid shall include the successful completion of similar sub-surface irrigation clay tennis court
installations of like value, scope, size and quality as this project, with in the last five (5) years.
The Owner desires to award this contract to firms that have been in business for a minimum of
five (5) years. The qualifications and experience of the personnel assigned to the project will be a
deternuning factor in the awazd of the Bid.
43.2.1.3 STANDARDS
The Contractor sha11 perform all work in a thorough, workmanlike manner and conform to
standards for tennis court construction as prescribed or approved by the United States (Lawn)
Tennis Association and the United States Tennis Court and Tract Builders Association. The
Contractor shall consiruct the tennis courts with laser guided equipment.
43.2.1.4 BUILDING PERMITS AND TAXES
The Contractor shall secure all construction permits required by law, the City of Clearwater will
waive all permit fees.
43.2.1.5 COURT LAYOUT
The Owner shall establish two horizontal control points and a construction bench mark. The
Contractor sha11 locate the four corners of each battery and shall layout the courts in
conformance with the specifications and drawings.
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43.2.1.6 BUILDING REQUIREMENTS
The Owner shall provide and maintain reasonable access to the construction site, as well as an
' azea adjacent to the site for storage and preparation of materials. Adequate water outlets within
fifty (50) feet of the site shall be provided.
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43.2.1.7 SCHEDULE
The Owner desires to award the contract to firms who will complete this project in a reasonable
time schedule. Consideration in awarding this bid will be given to firms who may commence and
complete the project within a reasonable period of time after awazd of the bid. The Owner, in its
sole discretion, will determine the reasonable schedule standard as it relates to the "Notice to
Proceed."
43.2.2 SITE PREPARATION
43.2.2.1 SUITABILITY
The Contractor sha11 examine the site to deterznine its suitability for installation of the courts.
43.2.2.2 DEMOLITION
The contractor shall demo the existing tennis courts, remove the existing ten (10) foot high fence
surrounding the tennis courts and all underground utilities within the limits of the construction
azea. Utilities extending outside the construction limits shall be capped and terminated. The
existing tennis courts shall be ground into millings suitable to be mixed into the sub-grade at the
proposed location of the new clay tennis courts. Any sub-grade material beneath the existing
tennis courts not suitable for planting beds shall be removed and also utilized as sub-grade
material beneath the new courts. All demolition materials not utilized in construction of the new
courts shall be removed and disposed from the project site. The Contractor shall provide
documentation of any recycled materials.
43.2.2.3 SUB-GRADE
The sub-grade shall be graded to a tolerance of plus or minus one (1) inch of the final sub-grade
elevation. The sub-grade shall be graded level. A compaction to a density not less than 95% of'
the maximum standard density as determined by AASHTO T 180 is required. The Contractor
sha11 provide documentation of testing to the Owner.
43.2.2.4 FINAL GRADE
The final grades outside the tennis court areas and within the construction limits shall be graded
to a tolerance of plus or minus one (1) inch of the final grade elevations with positive drainage
away from tennis courts and towards drainage swales or outfall structures. A compaction to a
density not less than 95% of the maximum standard density as determined by A.ASHTO T 180 is
required. The contractor shall provide documentation of testing to the Owner.
43.2.3 SLOPE
43.2.3.1 SLOPE REQUIREMENTS
Rate and direction of slope of the finished surfaces sha11 be one (1) inch' in forty (40) feet, all in.
one plane, as indicated on the drawings.
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43.2.4 BASE CONSTRUCTION
43.2.4.1 LINER
Two layers of 6 mil construction plastic shall be installed over the sub-grade surface with a
minimum overlap of five (5) feet where pieces are joined. Use only materials that are resistant to
deterioration when tested in accordance with ASTM E 154, as follows:
a. Polyethylene sheet, Construction Grade.
43.2.4.2 BASE COURSE
The base course shall consist of six (6) inches of porous base material as supplied by Quality
Aggregate of Sazasota Florida. The surface of the base course shall be smooth and even, and it
shall be within one-quarter (1/4) inch of the established grade.
43.2.4.3 IRRIGATION SYSTEM
Perforated pipe shall be installed in trenches in the base course. T'hese trenches shall be in on
four (4} foot centers and shall be run perpendicular to the slope of the court. The pipe shall be
two and one-quarter (2-1/4) inch diameter with a nylon needle punched sock sunounding the
pipe. Six (6) water control canisters shall be installed per court with each canister contxolling five
(5) grid pipe trenches. Provide all requued controls systems time clocks; float switches, control
wiring and solenoids, etc. for a complete sub-surface irrigation system.
43.2.5 PERIMETER CURBING
43.2.5.1 CURB
Brick curb shall be installed around the entire perimeter of the court area with an elevation of
one-quarter (1/4) to one-half (1/2) inch above the fmished screening course elevation.
43.2.6 SURFACE COURSE
43.2.6.1 COURT SURFACE
A surface course of ISP Type II Aquablend or Lee Hyroblend tennis court material shall be
installed over the screening course to a compacted depth of one (1) inch. The Aqua/Hydroblend
material shall be watered to its full depth immediately after leveling and then compacted by
rolling with a tandem roller weighing 600 to 1000 pounds. The finished surface shall not vary
from specified grade by more than one-eighth (1/8) inch.
43.2.7 ROOT BARRIER
Root barrier (geo-tech fabric) eighteen (18) inches height shall be placed in a trench on the
outside edge of the perimeter cu.rbing eighteen (18) inches in depth with herbicide coating
buttons to prevent plant root systems in entering the sub-surface base course of the clay tennis
courts.
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' 43.2.8 FENCING
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43.2.8.1 DESIGN
The contractor shall provide a total color coated fencing system as indicated on drawings and
described herein. All components: frames, fabric and fittings shall be black. Basis of Design
Ameristar HT 25 or prior approved equal subject to strict compliance with Ameristar published
specification.
43.2.8.2 POSTS
All posts shall be a minimum 2-1/2" Ameristar HT 25 pipe; top rails 1-SJ8" Ameristar HT 25
pipe with manufacturers standard "Permacoat" color system.
43.2.8.3 FENCE FABRIC
Fence Fabric shall be 1-3/4" #6 gauge mesh throughout, manufactutes standard galvanized wire
with PVC coating. All fabric to be knuckled on both selvages.
43.2.8.4 GATES
Provide gates at locations indicated. At service gates, provide a keeper that automatically
engages gate life and holds it in the open position until manually released. Provide gate stops for
double gates consisting of a mushroom-tyge flush plate with anchors, set in concrete, and
designed to engage a center drop rod or plunger-bar. Include a locking device and padlock eyes
as an integral part of the latch, permitting both gate leaves to be locked with a single padlock.
Provide latch, fork type or plunger-bar type to permit operation from either side of gate, with
padlock eye as an integral part of the latch. Gate Hinges — Size and material to suit gate size,
non-lift-off type, and offset to permit 180-degree gate opening. Provide one and one-half (1-1 /2)
pair of hinges for each leaf over six (6) foot nominal height.
43.2.9 WINDSCREENS
The contractor shall provide nine (9) foot high windscreens at all ten (10) foot high fencing.
Basis of design is Durashade plus by Ball Products, Inc. or equal by Putterman. Black high-
density polyethylene, eight (8) oz. per square yard edges hemmed with grommets at twelve (12)
inch on center. Attach to chain link fencing at the top and bottom with 50 LBS plastic ties.
43.2.10 COURT EQUIPMENT
43.2.10.1 POST FOUNDATIONS
Post foundations shall be not less than thirty-six (36) inches in length, eighteen (18) inches in
width and thirty (30) inches in depth. Foundations shall be placed to provide an exact distance
between posts of forty-two (42) feet on a doubles court and thirty-three (33) feet on a singles
cotut.
43.2.10.2 NET POSTS & SLEEVES
� Net posts shall be galvanized steel having an outside diameter of not less than two and seven-
eighths (2 7/8) inches with electrostatically applied enamel fuush and sha11 be equipped with a
reel type net tighterung device. Post sleeves and posts shall be set plumb and true so as to support.
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Section N — Technical Specifications
the net a height of forty-two (42) inches above the court surface at the posts. Post sleeves shall be
Schedule 40 PVC to be set in concrete per net post manufactures recommendation.
43.2.10.3 CENTER STRAP ANCHOR
A center strap anchor shall be firmly set in accordance with the rules of the USTA.
43.2.10.4 NET
A tennis net conforming to the USTA regulations shall be installed on each court. The net sha11
have black synthetic netting, a headband of white synthetic material in double thickness with the
exterior treated for resistance to mildew and sunlight, and bottom and end tapes of back synthetic
material treated to prevent deterioration from the sunlight. A vinyl coated, impregnated steel
cable, having a diameter of one quarter (1/4) inch and a�ength five (5) feet greater than length
between the net post shall hold the net in suspension. The net shall have tie strings of a synthetic
material at each comer. Basis of Design — Duranet DTS by Ball Products, Inc.
43.2.10.5 CENTER STRAP
Provide a center strap of white heavy duty polyester webbing with black oxide coated brass slide
buckles and nickel plated double end snap. Center strap shall be placed on the net and attached to
the center strap anchor.
43.2.10.6 LINE TAPES
Line tapes shall be 100% nylon and shall be two (2) inches in width. The tapes shall be firmly
secured by aluminum nails with aluminum length of two and one-half (2 — 1/2) inches.
Positioning shall be in accordance with regulations of the USTA.
43.2.10.7 MISCELLANEOUS EQUIPMENT
Deliver the following equipment to the owner:
1. R.ide-on Tandem Roller - Brutus AR-I Roller, automatic forward-neutral-reverse
taransmission; 24 inch wide drum; 3-horse power Briggs and Stratton engine.
2. Hand drag brooms (4 each) - 7' wide aluminum frame with 4-1/2" synthetic bristles;
Proline.
3. Tow drag brooms (1 each) - 7' wide aluminum frame 4-1/2" synthetic bristles; Proline.
4. Deluxe Proline Line Sweeper (4 each) - friction-driven rubber sleeves; synthetic bristle
brush; with fence hook cast aluminum.
5. Scarifier/Lutes (2 each) - 30" wide all aluminum; Proline.
6. Tennis Shoe Cleaners (2 each) - steel frame construction "Scrusher" exact installation
location by Owner.
7. Tennis Two Step (2 each) - polyethylene construction with two rubber panels.
8. Court Rake (1 each) — six-foot length aluminum.
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Section 1V —Technical Specifications
43.2.11 SHADE STRUCTURE
Provide shade structures as indicted on drawings. Basis of design: Suntrends, Inc. "Cabana
, Bench 8" — 8'long x 6' wide gable design with standard canvas canopy, direct burial installation.
Provide concrete footing, size and reinforcement as required by shade structure manufacture.
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43.2.12 WATER SOURCE (Potabie)
The owner shall supply water line to within fifty (50) feet of the courts with 50 pounds per
square inch running pressure at its terminus. This line shall have the capacity to supply 30
gallons of water per minute for each court.
43.2.13 CONCRETE
Provide concrete consisting of portland cement per ASTM C 150, aggregates per ASTM C 33,
and potable water. Mix materials to obtain concrete with a minimum 28-day compressive
strength of 3,500 psi. Use at least four sacks of cement per cu. yd., 1-inch maximum size
aggregate, 3-inch maximum slump.
43.2.14 EXISTING SPORT TENNIS COURT LIGHTING
43.2.14.1 SHOP DRAWlNGS
The Contractor shall provide signed and sealed electrical shop drawings by a professional
electrical engineer for approval of the relocation and re-aiming of the existing tennis court sport
lighting fixtures and electrical service to water coolers. The shop drawings shall include a11
necessary information according to local electrical codes in providing a complete operating
system from the existing electrical panel. The shop drawings shall provide data showing the
maximum foot candles the existing fixtures will provide at its new locations for tournament play.
Shop drawings shall be submitted to the Parks and Recreation Department for approval.
43.2.14.2 RE-LAMP
The Contractor sha11 re-lamp and clean lens of all existing lighting fixtures after relocating the
light pole and iixtures to its new location. The City will provide the new lamps.
43.2.14.3 ELECTRICAL PERMIT
The Contractor shall submit electrical drawings to City of Clearwater Plaiva�ing and Development
Services to obtain permits for installation of the electrical works.
43.2.14.4 POLES 8� FIXTURES
The Contractor shall install three (3) new sixty foot (60') poles and fourteen (14) new fixtures.
The City will purchase and provide the new poles and fixtures for the Contractor to install, any
other miscellaneous items required to provide a complete operable system shall be provided by
the Contractor.
Attached with this specification aze the photometric lumination charts for the eight-(8) teruus
courts. This information is provided by Musco Sport Lighting, 1838 East Chester Drive, Suite
#104, High Point, NC 27265, phone (336) 887-0770 fax (336) 887-0771. Contact Douglas A.
Stewart.
Contractor shall install the poles and fixtures based on the following information:
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Section IV — Technical Specifications
Pole T1 existing 5 fixture pole, remove one fixture and place on pole TS
Pole T2 existing 12 fixture pole, remove six fixtures and place on pole TS
Pole T3 existing 5 fixture pole, remove one fixture and place on pole TS
Pole T4 new pole with new seven fixtures and two circuits
Pole TS new pole w/existing sixteen fixtures (8 on one side and 8 on the other) and 2
circuits
Pole T6 new pole with new seven fixtures and two circuits
Pole T7 existing 5 fixture pole, remove two fixtures and place on pole TS
Pole T8 existing 12 fixture pole, remove four fixtures and place on pole TS
Pole T9 existing 5 fixture pole, remove two fixtures and place on pole TS
Light levels ended up at 58+ footcandles.
Existing poles have concrete footing approximately one foot wide on all sides Contractor shall
plan relocation light poles accordingly.
43.2.14.5 ELECTRICAL CONDUITS
Existing electrical conduits are installed individually to the existing light pole, it is suggested the
Contractor place electrical junction boxes at existing pole locations and utilize existing conduits.
New conduits will be required for the three (3) new light poles and the Contractor shall include
the cost for these electrical conduits in the relocating of the new light poles.
43.2.15 WATER COOLER
43.2.15.9 SHOP DRAWINGS
The Contractor shall provide shop drawings for the installation of water cooler in the cabana area
of the tennis courts, electrical, water and drainage submitted to the Parks and Recreation
Department for approval.
43.2.15.2 WATER FOUNTAIN
Basis for design: Halsey Taylor HOF Series — water cooler with sealed back panels, or equal.
43.2.16 DEMONSTRATION
Instruct the Owner's personnel on proper operation and maintenance of court and equipment.
43.2.17 WARRANTY
43.2.17.1 EQUIPMENT
The Contractor shall supply warranty cards and operation and maintenance manuals for all
equipment to the Owner upon completion of construction of the project.
43.2.17.2 WARRANTY
'The Contractor shall. warranty the courts, fencing, sidewalks and court accessories against
defective materials and /or workmanship for a period of one (1) year from the date of
completion.
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43.2.17.3 WARRANTY SUB-SURFACE IRRICATION SYSTEM
The Contractor shall warranty the sub-surface irrigation of the clay tennis courts for a period of
two years from the day of completion.
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WORK ZONE TRAFFIC CONTROL
CONTRACTOR RESPONSIBLE FOR WORK ZONE TRAFFIC
CONTROL
The Contractor shall be responsible to fumish, operate, maintain and remove all work zone
trafFic control associated with the Project, including detours, advance warnings, channelization,
hazard wamings and any other necessary features, both at the immediate work site and as may be
necessary at outlying points.
44.2 WORK ZONE TRAFFIC CONTROL PLAN
The Contractor shall prepare a detailed traffic control plan designed to accomplish the level of
performance outlined in the Scope of the Work and/or as may be required by construction
permits issued by Pinellas County and/or the Florida Department of Transportation for the
Project, incorporating the methods and criteria contained in Part VI, Standards and Guides for
Traffic Controls for Street and Highway Construction, Maintenance, Utility and Incident
Management Operations in the Manual on Uniform Traff'ic Control Devices published by the
U.S. Department of Transportation and adopted as amended by the Florida Department of
Transportation, or most recent addition.
44.2.1 WORK ZONE SAFETY
The general objectives of a program of work zone safety is to protect workers, pedestrians,
! bicyclists and motorists during construction and maintenance operations. This general objective
may be achieved by meeting the following specific objectives:
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• Provide adequate advance warning and information regarding upcoming work zones.
• Provide the driver cleaz directions to understanding the situation he will be facing as he
proceeds through or around the work zone.
• Reduce the consequences of an out of control vehicle.
• Provide safe access and storage for equipment and material.
• Promote speedy completion of projects (including thorough cleanup of the site).
• Promote use of the appropriate traffic control and protection devices.
• Provide safe passageways for pedestrians through, in, and/or around construction or
maintenance work zones.
The 2004 Design Standards (DS), Index 6Q0
"When an existing pedestrian way or bicycle way is located within a traffic control work zone,
accommodation must be maintained and provision for the disabled must be provided. Only
approved temporary traffic control devices may be used to delineate a temporazy traffic control
zone pedestrian walkway. Advanced notification of sidewalk closures and detours marked shall
be provided by appropriate signs".
2004 Standard Specifications for Road and Bridge Construction
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Section N — Technical Specifications
102-5 Traffic Control: 102-5.1 Standards: FDOT Design Standards (DS) are the minimum
standards for the use in the development of all tr�c control plans
44.3 ROADWAY CLOSURE GUIDELINES
Roadway types: Major Arterials, Minor Arterials, Local Collectors, and Local
Following are typical requirements to be accomplished prior to closure. The number of
requirements increase with traffic volume and the importance of access. Road closures affecting
business or sole access routes will increase in process requirements as appropriate. For all but
local streets, no road or lane closures aze allowed during the Christmas holiday season and the
designated "Spring Break" season with prior approval by tlie City Engineer.
44.3.1 ALL ROADWAYS
Obtain pernuts for Pinellas County and Florida Department of Transportation roadways.
Traffic control devises conform to national and state standards.
44.3.1.1 PUBLIC NOTIFICATION
Standard property owner notification prior to start of construction for properties directly affected
by the construction process.
44.3.2 MAJOR ARTERIALS, MINOR ARTERIALS, LOCAL COLLECTORS
Consult with City Traffic staff for preliminary tr�c control options.
Develop Formal Traffic Control Plan for Permit Submittal to Regulatory Agency as necessary.
44.3.2.1 PUBLIC NOTIFICATION
Message Board Display, Minimum of 7-day notice period prior to road closure and maybe longer
for larger highway. The message board is to be provided by the Contractor.
44.3.3 MAJOR ARTERIALS, MINOR ARTERIALS
44.3.3.1 PUBLIC NOTIFICATION
C-View Release
44.3.4 MAJOR ARTERIALS
44.3.4.1 PUBLIC NOTIFICATION
News Release
The Message Board may need to be displayed for a period longer than 7 days.
44.4 APPROVAL OF WORK ZONE TRAFFIC CONTROL PLAN
The Contractor is invited and encouraged to confer in advance of bidding, and is required, as a
specification of the work, to confer in advance of begirming any work on the Project, with the
Traffic Operations Division, Municipal Services Building, 100 South Myrtle Avenue, telephone
562-4750, for the purpose of approval of the Contractor's proposed detailed traffic control plan.
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All maintenance of tr�c (MOT) plans shall be signed and sealed by a Professional Engineer or
an individual who is certified in the preparation of MOT plans in the State of Florida.
44.5 INSPECTION OF WORK ZONE TRAFFIC CONTROL OPERATION
The Traffic Operations Division may inspect and monitor the traffic control plan and traffic
control devices of the Contractor. The City's Construction Inspector assigned to the project, may
make known requirements for any alterations or adjustments to the traffic control devices. The
Contractor shall take direction from the Project Engineer or Project Inspector.
44.6 PAYMENT FOR WORK ZONE TRAFFIC CONTROL
Payment for work zone traffic control is a non-specific pay item to be included in the
construction costs associated with other specific pay items unless specifically stated otherwise in�
the Scope of Work in these Technical Specifications and a bid item(s) is included for Work Zone
TrafFic Control in the proposal form.
44.7 CERTIFICATION OF WORK ZONE TRAFFIC CONTROL
SUPERVISOR
The City may require that the Supervisor or Foreman controlling the work for the Contractor on
the Project have a current International Municipal Signal Association, Work Zone Tr�c Control
Safety Certification or Worksite Traffic Supervisor Certification from the American Tr�c
Safety Association with additional current Certification from the Florida Department of
Transportation. This requirement for Certification will be noted in the Scope of Work and/or
sections of these Technical Specifications. When the certified supervisor is required for the
Project, the supervisor will be on the Project site at all times while work is being conducted.
The Worksite Tra�ic Supervisor shall be available on a 24-hour per day basis and shall review
' the project on a day-to-day basis as well as being involved in all changes to traffic control. The
Worksite Traffic Supervisor shall have access to all equipment and materials needed to maintain
tr�c control and handle traffic related situations. The Worksite Tr�c Supervisor shall ensure
, that routine deficiencies are corrected within a 24-hour period.
The Worksite Traffic Supervisor shall be available on the site within 45 minutes after notification
' of an emergency situation, prepared to positively respond to repau the work zone tr�c control
or to provide alternate traffic arrangements.
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Failure of the Worksite Tra�c Supervisor to comply with the provisions of this Subarticle may
be grounds for decertification or removal from the project or both. Failure to maintain a
designated Worksite Traffic Supervisor or failure to comply with these provisions will result in
temporary suspension of all activities except tr�c and erosion control and such other activities
deemed to be necessary for project maintenance and safety.
45 CURED-fN-PLACE PIPE LINING
45.'! INTENT
� It is the intention of this specification to provide for the trenchless restoration of sanitary sewer
and storm pipes by the installation if a cured in place jointiess, continuous, thermosetting resin
impregnated polyester flexible felt liner which is watertight and chemically resistant to withstand
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Section N — Technical Sgecifications
exposure to domestic sewage including all labor, materials and equipment to provide for a
complete, fully restored and functioning installation.
45.2 PRODUCT AND CONTRACTOR/1NSTALLER ACCEPTABILITY
The City requires that all contractors be prequalified. See General Conditions regazding
contractor prequalification. In addition, the City requires a proven extensive tract record for the
liner system to be used in this project. All contractors submitting for prequaliiication approval
for this project must exhibit extensive satisfactory experience in the installation of the proposed
liner system(s) and satisfactory evidence that the proposed liner system has been extensively and
successfully installed in the Unites States and the State of Florida. The installer must be certified
by the liner system manufacturer for installation of the liner system. The City reserves fu11 and
complete authority to approve the satisfactory nature of the both the liner system and the
installer.
45.3 MATERIALS
The liner•shall be polyester fiber felt tubing saiurated with a resin prior to insertion. Resin type
and qualities shall be as specified by the manufacturer to obtain a cured liner with the following
properties:
Tensile Strength ASTM D638 3,000 psi
Flexural Strength ASTM D790 4,500 psi
Flexural Modulus of Elasticity ASTM D790 300,000 psi
Long Term Modulus of Elasticity (50 Years) ASTM D2290 150,000 psi
Liner shall meet strengths as shown in ASTM F 1216 unless otherwise submitted and approved
by the Engineer. Lining manufacturer shall submit to the Engineer for approval as requested,
complete design calculations for the liner thickness. The criteria for liner design shall be HS-20
traffic loading, water table to the ground surface, minimum expected lifetime of 50 years, and no
structural strength retained from the existing pipe. Liner materials shall meet manufactures
specifications of Insituform of North America, Inc., 3315 Democrat Road, Post Office Box
181071, Memphis, Tennessee 38118; or InLiner USA 1900 N.W. 44th St., Pompano Beach
Florida 33064, 305-979-0802, or an approved equal. Any approved equal liner system must be
approved by the Engineer as an equal system prior to receiving bids. Request for contractor
prequalification and/or equal liner system agproval must be received by the Engineer no later
than 14 days prior to the date for receiving bids.
45.4 CLEANING/SURFACE PREPARATION
It shall be the responsibility of the Contractor to clean and prepare the existing pipes for
rehabilitation. The Contractor will thoroughly clean the interior of the sewers to produce a clean
interior surface free of all coatings, sand, rock, roots, sludge, or other deleterious materials prior
to liner insertion. Bypass pumping will be provided by the Contractor as part of the unit cost of
restoration. Bypass operations are to be so arranged as to cause minimum disruptions to local
traf�c, residents and particulazly to commercial facilities. During the cleaning and preparation
operations all necessary precautions shall be taken to protect the public, all property and the
sewer from damage. All material removed from the sewers shall be the Contractor's
responsibility for prompt disposal in accordance with all regulatory agency requirements. The
Contractor may be required to control the rate of sewer cleaning in the sanitary system to avoid
heavy pollution loads at the City's treatment plants.
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45.5 TELEVISION INSPECTION
After cleaning, and again after the rehabilitation work on each section of the project is
completed, all pipe sections shall be visually inspected by means of closed-circuit color
television, and recorded on DVD, CD VHS format tapes provided to the project engineer. The
television system used shall be designed for the purpose and suitably lighted to provide a clear
picture of the entire periphery of the pipe.
45.6 LINER INSTALLATION
Liner shall be sized to field measurements obtained by the Contractor to provide for a tight fit on
the interior of the existing pipe to be lined. Contractor sha11 use installation methods approved by
the liner manufacturer including operations for inversion, heat curing and reconnection of
laterals.
The Contractor shall immediately notify the Engineer of any construction delays taking place
' during the insertion operation. Contractor shall maintain a reasonable backup system for bypass
pumping should delays or problems with pumping systems develop. Liner entries at manholes
shall be smooth, free of inegularities, and watertight. No pinholes, teazs, cracks, thin spots,
' excessive wrinkling or other defects in the liner shall be permitted. Such defects shall be
removed and replaced by the Contractor at his expense.
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45.7 LATERAL RECONNECTION
Sanitary laterals shall be reconnected as soon as possible to renew service. Laterals aze to be
reconnected by means of robotics, by internally cutting out the liner to 95% of the area of the
original opening. All lateral reconnections are to be grouted to prevent leakage. Grouting method
and material is to be approved by the Engineer. Any reconnections to laterals and connections to
manholes which aze observed to leak shall be resealed by the Contractor. All laterals discovered
during the lining process aze to be reconnected unless specifically directed otherwise by the City.
The Contractor will be requested to reconnect any laterals discovered to not be reconnected at a
later date. Contractor shall notify all local system users when the sanitary system will not be
available for normal usage by the delivery of door hangers with appropriate information
regarding the construction project.
45.8 TIME OF CONSTRUCTION
Construction schedules will be submitted by the Contractor and approved by the Engineer. At na
time will any sanitary sewer service connection remain inoperative for more than an eight-hour
period without a service bypass being operated by the Contractor. In the event that sewage
backup occurs and enters buildings, the Contractor shall be responsible for cleanup, repair and
property damage costs and claims.
45.9 PAYMENT
Payment for sanitary sewer restoration shall be made per lineal foot including all preparation,
bypass pumping, equipment, labor, materials, operations, restoration, lateral reconnection, etc, to
provide a fully completed and operational sewer. Payment shall be measured from center of
manhole to center of manhole for the sanitary systems and from end of pipe to end of pipe for
storm systems.
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46.1
46.1.1
Section IV — Technical Specifications
SPECIFICATIONS FOR POLYETHYLENE SLIPLINING
MATERIALS
PIPE AND FITTINGS
The pipe supplied under this specification shall be lrugh performance, high molecular weight,
high density polyethylene pipe (Driscopipe 1000) as manufactured by Phillips Driscopipe, Inc.,
Dallas, Texas and shall conform to ASTM D 1248 (Type III, Class C, Category 5, Grade P34) or
approved equal. Minimum cell classification values sha11 be 345434C as referenced in ASTM D
33501atest edition. If fittings aze required, they will be supplied under this specification and shall
be molded or manufactured from a polyethylene compound having a cell classification equal to
or exceeding the compound used in the pipe.
To insure compatibility of polyethylene resins, a11 fittings supplied under this specification shall
be of the same manufacture as the pipe being supplied.
46.1.2 QUALITY CONTROL
The resin used for manufacturer of the pipe shall be manufactured by the pipe manufacturer, thus
maintaining complete control of the pipe quality. The pipe shall contain no recycled compound
except that generated in the manufacturer's own plant from resin of the same specification from
the same raw material. The pipe shall be homogeneous throughout and free of visible cracks,
holes, foreign inclusions, or other deleterious defects, and shall be identical in color, density,
melt index, and other physical properties.
The polyethylene resin used shall have all ingredients pre compound prior to extrusion of pipe, in
plant blending is not acceptable.
The Engineer may request, as part of the quality control records submittal, certification that the
pipe produced is represented by the quality assurance testing. Additionally, test results from
manufacturer's testing or random sampling by the Engineer that do not meet appropriate ASTM
standazds or manufacturer's representation, may be cause for rejection of pipe represented by the
testing. These tests may include density and flow rate measurements from samples taken at
selected locations within the pipe wall and thermal stability determinations according to ASTM
D 3350, 10.1.9.
46.1.3 SAMPLES
The owner or the specifying engineer may
properties of the materials supplied under th'
have them tested by an independent laboratory.
46.1.4 REJECTION
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request certified lab data to verify the physical '
is speci�fication or may take random samples and
Polyethylene pipe and fittings may be rejected for failure to meet any of the requirements of this
specification.
46.2 PIPE DIMENSIONS
Pipe supplied under this specification shall have a nominal IPS (Iron Pipe Size) O.D. unless
otherwise specified. The SDR {Standard Dimension Ratio) of the pipe supplied shall be as
specified by the Engineer, on the construction plans and/or the scope of work.
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46.3 CONSTRUCTION PRACTICES
46.3.1 HANDLING OF PIPE
Pipe shall be stored on clean, level ground to prevent undue scratching or gouging of the pipe. If
the pipe must be stacked for storage, such stacking should be done in accordance with the pipe
manufacturer's recommendations. The handling of the pipe should be done in such a manner that
it is not damaged by dragging over sharp objects or cut by chokers or lifting equipment.
46.3.2 REPAIR OF DAMAGED SECTIONS
Segments of pipe having cuts or gouges in excess of 10% of the wall thickness of the pipe should
be cut out and removed. The undamaged portions of the pipe shall be rejoined using the butt
fusion joining method.
46.3.3 PIPE JOINING
Sections of polyethylene pipe should be joined into continuous lengths on the job site above
ground. The joining method shall be the butt fu'sion method and shall be performed by the
manufacturer's representative and in strict accordance with the pipe manufacturer's
recommendations. The butt fusion equipment used in the joining procedures should be capable of'
meeting all conditions recommended by the pipe manufacturer, including, but not limited to,
temperature requirements, alignment, and fusion pressures.
46.3.4 HANDLING OF FUSED PIPE
Fused segments of pipe shall be handled so to avoid damage to the pipe. When lifting fused
sections of pipe, chains or cable type chokers should be avoided. Nylon slings are preferred.
Spreader bars should be used when lifting long fused sections. Care should be exercised to avoid
cutting or gouging the pipe.
46.4 SLIPLINING PROCEDURE
� 46.4.1 PIPE REQUIREMENTS AND DIMENSIONS
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The liner(s) to be slip lined into the existing storm sewer shall have the following sizes:
12-inch diameter liner (SDR 26) into 15-inch existing sewer.
16-inch diameter liner (SDR 26) into 18-inch existing sewer.
18-inch diameter liner (SDR 26) into 21-inch existing sewer.
21 %2-inch diameter liner (SDR 32.5) into 24-inch existing sewer.
28-inch diameter liner (SDR 32.5) into 30-inch existing sewer.
34-inch diameter liner (SDR 32.5) into 36-inch existing sewer.
42-inch diameter liner (SDR 32.5) into 48-inch existing sewer.
46.4.2 CLEANING AND INSPECTION
The existing line shall be cleaned of debris and other obstructions prior to TV inspections or
insertion of the polyethylene liner. Cleaning can be accomplished with a high velocity cleaner, a
bucket and scrapper, root saws, corkscrews, and rodding or balling units. The method used will
be determined by the condition of the existing line. Final cleaning may be required prior to
inserting the liner.
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46.4.3 INSERTION SHAFT AND EXCAVATIONS
All excavations shall conform to OSHA requirements and any additional requirements as set by
the specifying engineer or his representative.
Insertion shaft excavations sha11 coincide with points requiring removal of obstructions or shall
be determined by the engineer.
An entry slope grade of 2 1/2:1 maximum shall be used to provide a safe bending radius for the
polyethylene. The bottom of the entry pit should provide a straight section for ease of entry of
the liner into the existing pipe. The length of the level excavation should be at least twelve times
the diameter of the liner being inserted. The width of the shaft should be as narrow as possible.
The required width will depend on the location, type of soil, depth of the existing sewer line and
the water table.
46.4.4 tNSERTION OF THE LINER
After completion of the access shaft, the top half of the existing sewer shall be broken or cut and
removed for the full length of the access shaft.
A fabricated pulling head shall be connected to the leading end of the liner pipe. A cable shall be
connected to the pulling head so that the liner pipe can be pulled into the existing sewer.
Power winches used for pulling in long lengths of polyethylene liner pipe shall be rated equal to
the project requirements.
Once started, the pulling operation should continue to completion.
Insertion is normally done at about a slow walking speed. After insertion, a mizumum of 12 hours
shall be allowed for the liner pipe to reach equilibrium with the sewer temperature and to allow
the liner pipe to stress relieve itself.
The polyethylene liner pipe should protrude at least 6 inches into the manhole where it
terminates.
After the 12-hour equilibrium period, the annular space between the original pipe and the liner
shall be pressure grouted. Said grouting must be from the bottom up to prevent air pockets from
fornung. Also the grout must be recommended for underwater application and have elastomeric
properties. Products used shall be approved by the engineer.
The liner shall not be displaced when the annular space is being filled. Spacers, inflatable plugs
or other methods approved by the Engineer must be used to prevent displacement.
The length of fused pipe that can be pulled will vary depending on field conditions, the ease of
access to the area, and the working space available.
46.4.5 CONFIRMATION OF PIPE SIZES
The Contractor shall be solely responsible to confirm all pipe sizes prior to ordering, fusing and
installation of the liner.
46.4.6 UNDERDRAIN CONNECTIONS IF REQUIRED
After the liner has been pulled into place, allowed to recover and sealed at the manholes, pipe
connections okayed by the engineer shall be reconnected to the liner pipe.
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Section N — Technical Specifications
Pipe connections shall be connected by the use of a pre-fabricated polyethylene saddle. A
neoprene gasket shall be installed between the saddle and the liner pipe so that a complete water
seal is accomplished when the saddle is placed on the liner pipe and secured with stainless steel
bands.
46.4.7 BACKFILLING
All excavations shall be backfilled using on site materials or as specified by the engineer. Cost
for backfilling of access shafts and underdrain connections shall be including in the unit price bid
for sliplining and reconnection of service laterals. Before any excavation is done for any purpose,
it will be the responsibility of the contractor to contact the various utility companies and to
determine the locations of their facilities. It will be the responsibility of the contractor to provide
adequate protection for utility facilities. Any temporary construction right of way and/or storage
areas will be ananged for by the contractor.
46.4.8 POINT REPAIR
The engineer or his representative will determine if a point repair is necessary only after it has
been demonstrated that a liner pipe cannot be pulled through the existing pipe. Payment will be
made for each repair.
The contractor will be expected to remove the obstruction and clear the pipe. If removing the top
of the existing pipe will accomplish the removal of the obstruction, the bottom of the existing
pipe should remain in place to form a cradle for the liner.
46.4.9 CLEAN UP OPERATIONS
All materials not used in the backfilling operation shall be disposed of of� site by the contractor.
Finish grading shall be required. In locations other than street right-of-ways, the surface sha11 be
graded smooth and sodded with the sazne kind of grass as the existing lawn. Excavation points in
street right-of-ways shall be repaired as specified by the engineer.
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47.1
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SPECIFICATIDNS FOR POLYVINYL CHLORIDE RIBBED P1PE
SCOPE
This specification designates general requirements for unplasticized polyvinyl chloride (PVC)
plastic (spiral wound) pipe with integral wall bell and spigot joints for the conveyance of storm
water.
47.2 MATERIALS
, All pipe and fittings shall be manufactured and tested in accordance with specification for "Poly
(Vinyl Chloride) (PVC) Large Diameter Ribbed Gravity Storm Sewer Pipe and Fittings Based on
Controlled Inside Diameter".
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The pipe and fittings shall be made of PVC plastic.
47.3 PIPE
The bell shall consist of an integral wall section. The solid cross section fiber ring shall be
factory assembled on the spigot. Sizes and dimensions shall be as shown in this specification.
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Standard laying lengths shall be 13 ft. + 1 inch. At manufacturer's option, random lengths of not
more than 15% of total footage may be shipped in lieu of standazd lengths.
47.4 JOINING SYSTEM
Joints shall be either an integral bell gasketed joint. When the joint is assembled according to
manufactures recommendation it will prevent misalignment of adjacent pipes and form a silt
tight joint.
47.5 FITTINGS
All fittings and accessories sha11 be as manufactured and furnished by the pipe supplier or
approved equal and have bell and/or spigot configurations compatible with that of the pipe.
48 GUNITE SPECIFICATIONS
48.1 PRESSURE INJECTED GROUT
Pressure injected grout shall be of cement and water and shall be proportioned generally in the
ratio of 1.5 (one and one hal fl cubic foot (one and one half bags) of cement to 1(one) cubic foot
(7.50 gal.) of water. This mix shall be varied as the grouting proceeds as is necessary to provide
penetration in the operator's judgznent.
Cement shall be Portland Cement conforming to all of the requirements of the American Society
for Testing Materials Standard Specifications, latest edition serial designation C 150 for Portland
Cement, Type I. Portland Cement shall weigh not less than 94 pounds per cubic foot.
Water used in the grout shall be fresh, clean and free from injurious amounts of oil, alkali,
vegetable, sewage and/or organic matter. Water shall be considered as weighing 8.33 pounds per
gallon.
Grout pump shall be of the positive displacement type and shall be capable of producing
adequate pressure to penetrate the area.
All pressure grouting will be at the direction of the Engineer.
48.2 REHABlLITATION OF CORRUGATED METAL PIPE WITH
GUNITE
Guniting shall conform to all requirernents of "Specifications for Materials, Proportioning, and
Application of Shotcrete (ACI 506.2 77)" published by the American Concrete Institute, Detroit,
Michigan, except as modified by those specifications.
Steel reinforcement shall be incorporated in the Gunite as required and shall be furnished, bent,
set and placed in accordance with the provisions of these specifications.
The purpose of this specification is to obtain a dense and durable concrete having the specified
strength.
48.3 COMPOSITION
Gunite shall be composed. of Portland Cement, aggregate and water so proportioned as to
produce a concrete suitable for pneumatic application.
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Section N — Technical Specifications
48.4 STRENGTH REQUIREMENTS
Concrete ingredients shall be selected, proportioned in such a manner as will produce concrete
� which will be extremely strong, dense and resistant to weathering, and abrasion. Concrete shall
have a minimum 28-day strength of 4,000 psi.
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48.5 MATERIALS
Portland Cement: Cement shall be Portland cernent conforming to aIl of the requirements of the
American Society for Testing Materials Standard Specifications, Latest Serial Designation C150
for Portland Cement, Type I. A bag of cement sha11 be deemed to weigh not less than 94 pounds
per cubic foot.
� Fine Aggregate: Fine aggregate shall be natural siliceous sand consisting of hard, clean, strong,
durable and uncoated particles, conforming to the requirements of American Society for Testing
Materials Standard Specifications, Latest Serial Designation C33 for Concrete Aggregates.
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Fine aggregate shall not contain less than 3% nor more than 6% of moisture.
Fine aggregate shall be evenly graded from fine to coazse and shall be within the following
limits:
Passing No. 3/8 Sieve
Passing No. 4 Sieve
Passing No. 8 Sieve
Passing No. 16 Sieve
Passing No. 30 Sieve
Passing No. 50 Sieve
Passing No. 100 Sieve
48.6 WATER
100%
95% to 100%
80% to 100%
50% to 85%
25% to 60%
10% to 30%
2% to 10%
Water used in mixing, at the nozzle shall be fresh, clean, and free from injurious amounts of oil,
acid, alkali, vegetable, sewage, andJor organic matter. Water shall be considered as weighing
8.33 pounds per gallon.
48.7 RElNFORCEMENT
Steel mesh reinforcement shall be electrically welded, cold drawn, mild steel fabric confornung
to the latest requirements of ASTM Standard Specifications, Serial Designation A 185 for
Welded Steel Wire Fabric for Concrete Reinforcement. Mesh can be fabricated from cold drawn
steel wire conforming to the requirements of the latest ASTM Standard Specifications, Serial
Designation A 82 and sized as shown on Plans Page 7 of 7.
48.8 STORAGE OF MATERIALS
' Cement shall be stored with adequate provisions for the prevention of absorption of moisture. It
shall be stored in a manner that will permit easy access for inspection and identification of each
shipment.
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Aggregate shall be stockpiled at points selected to provide maximum drainage and to prevent the
inclusion of any foreign material during rehandling.
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48.9 SURFACE PREPARATION
Unsound materials of conshuction and all coated, scaly, or unsound concrete in manholes and
inlets shall be removed by chipping with pneumatic hammers and chisels to sound surface, all
cracks and cavities shall be chipped to such formation that their sides form approximately a 45
degree angle to the exposed surface for at least one (1) inch in depth. All azeas to receive
pneumatic concrete shall be cleaned by flushing or scouring with water and compressed air jets
to assure removal of a11 loose particles. All areas of existing surfaces that do not require chipping
shall be given a wet sandblasting with the gunite equipment and the air pressure at the cement
gun shall not be less than 50 psi.
Surface prepazation of existing metal surface of a corrugated pipe shall be lightly sandblasted to
remove loose material. All sandblasted areas shall then be cleaned by an air/water blast to
remove all particles from the cleaning operation.
To insure perfect bond, the newly sandblasted surface shall be thoroughly moistened with water
prior to application of gunite. In no instance shall gunite be applied in an area where free running
water exists.
48.10 PROPORTIONING
Prior to start of guniting the Contractor shall submit to the Owner the recommended. mix as a
ratio of cement to aggregate. Recommended mix shall be on the basis of test data from prior
experience. Provided data submitted is adequate no further testing of recommended mix will be
required.
If required, the Contractor shall provide all equipment necessary to control the actual amounts of
all materials entering into the concrete. The types of equipment and methods used for measuring
materials shall be subject to approval.
48.11 MIXING
Gunite shall be thoroughly mixed by machine and then passed through a sieve to remove all
large particles before placing in hopper of the cement gun. The mixture shall not be permitted to
become damp. Each batch should be entirely discharged before recharging is begun. The mixer
should be cleaned thoroughly enough to remove all adherent materials from the mixing vanes
and from the drum at regular intervals.
Water in any amount shall not be added to the mix before it enters the cement gun. Quantities of
water shall be controlled by a valve at the nozzle of the gun. Water content shall be adjusted as
required for proper placement, but shall in no case exceed four gallons of water per sack of
cement, including the water contained in the aggregate.
Remixing or tempering shall not be permitted. Mixed material that has stood 45 minutes without
being used shall be discarded. Rebound materials shall not be reused.
48.12 APPLICATION
Gunite shall not be placed on a frozen surface nor during freezing weather. Gunite shall not be
placed when it is anticipated that the temperature during the following 24 hours will drop below
32 degrees, Fahrenheit.
Sequence of application may be from bottom to top or vice versa if rebound is properly removed.
Corners shall be filled first. "Shooting" shall be from an angle as neaz perpendicular to the
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Section N — Technical Specifications
surface as practicable, with the nozzle held approximately 3 feet from the work (except in
confined control). If the flow of material at the nozzle is not uniform and slugs, sand spots, or
wet sloughs result, the nozzleman shall direct the nozzle away from the work until the faulty
conditions are conected. Such defects shall be replaced as the work progresses.
Guniting shall be suspended if:
1. Air velocity separates the cement from the sand at the nozzle.
2. Temperature approaches freezing and the newly placed gunite cannot be protected.
Gunite shall be applied in one or more layers to such total thickness as required to restore the
area as detailed over the original lines of the adjoining surface, unless otherwise specified. All
cavities, depressions, washouts and similar failures shall be rebuilt to original lines by use of
gunite reinforced with wire mesh. Where the cavity exceeds 4 inches in depth a layer of inesh
shall be used for each 3 inches of depth of gunite. In no case shall wire rnesh be placed behind
existing reinforcement.
The time interval between successive layers in sloping vertical or overhanging work must be
sufficient to allow initial but not final set to develop. At the time the initial set is developing, the
surface shall be cleaned to remove the thin iilm of laitance in order to provide a perfect bond
with succeeding applications.
48.13 CONSTRUCTION JOINTS
Construction joints or day's work joints shall be sloped off to a thin, clean, regular edge,
preferably at a 45-degree slope. Before placing the adjoining work, the slope portion and
adjacent gunite shall be thoroughly cleaned as necessary, then moistened and scoured with an air
jet.
48.14 SURFACE FINISH
Nozzleman shall bring the gunite to an even plane and to well formed comers by working up to
ground wires or other guides, using lower placing velocity than normal.
A.fter the body coat has been placed, the surface shall be trued with a thin edge screed to remove
high azeas and expose low areas. Low areas shall be properly filled with concrete to insure a true,
flat surface.
After the concrete surface has been trued, the entire surface shall be given a flashcoat finish
except where a special type finish is specified on the drawings.
48.15 CURING
Curing shall be in accordance with either paragraph 3.7.1(d) or paragraph 3.7.5. of ACI 506.2 77
depending upon atmospheric condition.
48.16 ADJACENT SURFACE PROTECTION
During progress of the work, where appearance is important, adjacent areas or grounds which
may be permanently discolored, stained, or otherwise damaged by dust and rebound, shall be
adequately protected sensitive areas, when contacted, shall be cleaned by early scraping,
brushing or washing, as the surroundings permit.
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48.17 INSPECTION
Because of the impartance of workmanship affecting the quality of the gunite, continual
inspection during placing shall be maintained. Any imperfections discovered shall be cut out and
replaced with sound material.
48.'t8 EQUIPMENT
Cement Gun: The mixing and delivering equipment shall be either the vertical double chamber
type or rotary type. The upper chamber of the double chamber type shall receive and pressurize
the dry mix and deliver it to the lower chamber. The lower chamber shall force the pressurized
mix into the delivery hose by means of a feed wheel. The type of feeder utilized should be of
sufficient capacity that the lower chamber may continuously furnish all required material to the
delivery hose while the upper chamber receives the recharge. The rotary type cement gun shall
have an enlazged hopper to feed material into a rotating multiported cylinder. Material shall fall
by gravity into a port which shall then be rotated to a position in which the material is expelled
by air into a moving stream of air. All equipment must be kept in good repair. The interior of
drums, feed gearing and valves shall be cleaned as often as necessary (at least once every 8 hour
shift) to prevent material from caking on critical parts.
Nozzle: Nozzle shall be the premixing type with perforated water feed ring inside the nozzle.
The maximum length of material hose for the application of gunite shall be approximately 150
feet although it shall be permissible to use as much as 800 feet of material hose if the supply air
pressure measured at the cement gun is increased to maintain proper velocity. The following
table gives requirements for compressor size, hose size and air pressure using 150 feet of
material hose:
Comp. Cap Max. Hose Dia. Maz. Size Nozzle Min. Air Press.
(cfm) (In.} (In.) (psi)
365 1 5/8 1 5/8 60
600 2 2 80
750 2 1/2 2 1/2 90
For each 25 feet of material hose used in excess of 150 feet, the required air pressure shall be
increased by 5 psi.
Au Compressor: Any standazd type of compressor shall be satisfactory if it is of sufFcient
capacity to provide, without interruption, the pressures and volume of air necessary for the
longest hose delivery. The air compressor capacity determinations shall include allowances made
for the air consumed in blowing rebound, cleaning, reinforcing and for incidental uses.
Compressor equipment shall be of such capacity so as to insure air pressures at the special mixer
capable of producing the required material velocities.
Water Supply: The water pressure at the discharge nozzle should be sufficiently geater than the
operating air pressure to assure the water is intimately mixed with the other materials. If the line
water pressure is inadequate, a water pump or pressurized tank shall be introduced into the line.
The water pressure sha11 be uniformly steady (nonpulsating).
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Section IV — Technical Specifications
49 SANITARY AND STORM MANHOLE LINER RESTORATION
49.1 SCOPE AND INTENT
It is the intent of this portion of the specification to provide for the structural rehabilitation of
manhole walls and bases with solid preformed liners and made-in-place liner systems used in
accordance with the manufacturer's recommendations and these specifications. In addition to
these specifications, the Contractor shall comply with manufacturer's instructions and
recommendations for work. Purpose of work is to eliminate infiltration, provide corrosion
protection, repair voids and to restore the structural integrity of the manhole. For any particular
system the Contractor will submit manufacturer's technical data and application instructions. All
OSHA regulations shall be met.
49.2 PAYMENT
� Payment for liners shall be per vertical foot of liner installed from the base to the top of the
installed liner. Liners will generally be installed to the top of existing or new corbels. No separate
payment will be made for the following items and the cost of such work shall be included in the
� pay item per linear foot of liner: Bypass pumping; Tr�c Control; Debris Disposal; Excavation,
including necessary pavement removal; Shoring and/or dewatering; Structural fill; Backfill and
compaction; Grout and mortar; Brick; Resetting of the manhole ring and cover; Pipe extensions
� and connectors necessary to the installation; Replacement of unpaved roadway and grass or
shrubbery plot; Replacement of roadway base and asphalt surface; and Appurtenant work as
required for a complete and operable system.
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49.3 FIBERGLASS LINER PRODUCTS
49.3.1 MATERIALS
49.3.1.1 LINERS
Liners shall be fiberglass engineered to meet or exceed AASHTO H 2Oloading of 16,000 pound
vertical wheel load. Manhole liners are to be of the integral corbel design unless otherwise
stipulated. Manhole liners are to be as large in diameter as will fit into the existing manhole. The
contractor shall measure the existing manhole immediately prior to ordering materials and is
solely responsible for the fitting of the liner. Contractor will be required to submit factory
certification for fiberglass liners. The manhole liner shall meet all requirements of ASTM D
3753.
49.3.1.2 MORTAR
Mortar shall be composed of one part Portland Cement Type I and between two and three parts
clean, well graded sand, 100% of which shall pass a No. 8 sieve.
49.3.1.3 GROUTING
Grouting shall be a concrete slurry of four bags of Portland Cement Type II per cubic yard of
clean, well graded sand.
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49.3.2 lNSTALLATION AND EXECUTION
Excavate an azea around the top of the existing manhole sufficiently wide and deep for the
removal of the manhole ring and corbel section.
Remove the frame and cover and corbel section without damaging the existing manhole walls.
Care is to be taken not to allow brick or soil to fa11 into the existing manhole.
Remove or reinsert loose brick which protrude more than one inch from the interior wall of the
manhole and which could interfere with the insertion of the fiberglass liner.
If the shelf of the manhole invert is not level around the perimeter, form a flat shelf with mortar.
Cut the liner to the proper length. Cutouts in the manhole shall be made to accommodate existing
inlet and outlet pipes, drops and cleanouts.
Lower the liner into the existing manhole and set the bottom of the liner into quick setting grout.
Obtain a good bottom seal to prevent the loss of grout from the annular space between the
outside of the liner and the inside wall of the existing manhole. Set the liner as nearly vertically
as possible. Pour six inches of quick setting grout above the initial bottom seal in the annulaz
void to insure an adequate bottom sea1.
Bridge the gap from drops, laterals, force mains, cleanouts and all existing piping between the
existing manhole wall and the new manhole liner with P.V.C. pipe. Use quick setting mortar to
seal the area azound the manhole liner and piping.
Fill the annular space between the manhole liner and the existing manhole interior walls with
grout. Care must be taken not to deflect the manhole liner due to head pressure.
Set the existing manhole ring and cover using brick to make elevation adjustments as needed.
Observe watertightness and repair any visible leakage.
Backfill azound the new liner and compact the backfill. Sod the disturbed area. Match existing
sod.
Where manholes fa11 in paved azeas, disturbed base shall be replaced twice the original thickness
and compacted in 8" layers. Asphalt shall be replaced with 1 1/2" of Pinellas County Type II
surface.
49.4 STRONG SEAL MS-2 LINER PRODUCT SYSTEM
This specification shall govern all work to spray apply a monolithic fiber reinforced cementitious
liner to the wall and bench surfaces of brick, concrete or any other construction material; Strong
Seal MS 2 product.
Described are procedures for manhole preparation, cleaning, application and testing. The
applicator must be approved, trained and certified as having successfully completed factory
training. The applicator/contractor shall furnish all labor, equipment and materials for applying
the Strong Seal MS 2 product directly to the contour of the manhole to form a structural
cementitious liner of a minimum 1/2" thickness using a machine specially designed for the
application. All aspects of the installation shall be in accordance with the manufacturer's
recommendations and with the following specifications which includes:
1. The elimination of active infiltration prior to making the application.
2. The removal of any loose and unsound material.
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Section N — Technicai Specifications
3. The spray application of a pre blended cementitious mix to form a monolithic liner in a 2
coat application.
49.4.1 MATERIALS
49.4.1.1 PATCHING MIX
Strong Seal shall be used as a patching mix according to the manufacturer's recommendations
and shall have the following minimum requirements:
1. Compressive Strength (ASTM C-109) 15 miri., 200 psi 6 hrs., 1,400 psi
2. Shrinkage (ASTM C-596) 28 days, 150 psi
3. Bond (ASTM C-952) 28 days, 150 psi
4. Cement
5. Density, when applied
49.5 INFILTRATION CONTROL
Sulfate resistant
105 +/- 5 pcf
Strong Plug shall be used to stop minor water infiltration according to ihe manufacture's
recommendations and shall have the following minimum requirements:
1. Compressive strength (ASTM C-109) - 600 psi, 1 hr.; 1000 psi 24 hrs.
2. Bond (ASTM C-952) - 30 psi, l hr.; 80 psi, 24 hrs.
49.6 GROUTING MIX
� Strong-Seal Grout shall be used for stopping very active infiltration and filling voids according
to the manufacture's recommendations. The grout shall be volume stable, and have a minimum
28 day compressive strength of 250 psi and a 1 day strength of 50 psi.
49.7 LtNER MIX
Strong Seal MS 2 shall be used to form the monolithic liner covering all interior manhole
surfaces and shall have the following minimum requirements at 28 days:
1. Compressive strength (ASTM C 109) 3,000 psi
2. Tensile strength (ASTM C 496) 300 psi
3. Flexu.ral strength (ASTM C 78) 600 psi
4. Shrinkage (ASTM C 596) 0% at 90% R.H.
5. Bond (ASTM C 952) 130 psi
6. Density, when applied 105 + pcf
Product must be factory blended requiring only the addition of water at the Job site. Bag weight
shall be 50 51 pounds and contents shall have dry bulk density of 54 to 56 pounds per cubic foot.
Fiberglass rods which aze contained in the product shall be alkaline resistant and shall be l/2" to
5/8" long with a diameter of 635 to 640 microns. Products shall, in the un mixed state, have a
lead content not greater than two percent (2%) by weight.
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Section N — Technical Specifications
Strong Seal MS 2C shall be made with Calcium Aluminate Cement and shall be used according
to the manufacturer's recommendations in applications where there is evidence of severe sulfide
conditions.
Product must be factory blended requiring only the addition of water at job site.
Bag weight shal2 be 50-51 pounds and contents must have a dry bulk density of 50 56 pounds per
cubic foot. �
Cement content must be 65%-75% of total weight of bag.
One bag of product when mixed with conect amount of water must have a wet density of 95 108
pounds per cubic foot and must yield a minimum of .67 cubic foot of volume.
Fiberglass rods must be alkaline resistant with rod lengths not less than 1/2" in length nor greater
than 518" in height.
Product shall not include any basic ingredient that exceeds maximum allowable EPA limit for
any heavy metal.
Manufacturer must provide MSDS sheets for product(s) to be used in reconstruction process.
A two coat application of liner material will be required (no exceptions) with the first coat rough
troweled to force materials into cracks and crevices to set the bond. The second coat to be spray
applied to assure minimum 1/2" thickness after troweling or brush finishing to a relatively
smooth finish.
49.8 WATER
Shall be clean and potable.
49.9 OTHER MATERIALS
No other material shall be used with the mixes previously described without prior approval or
recommendation from the manufacturer.
49.10 EQUIPMENT
A specially designed machine consisting of an optimized progressive cavity pump capable of
producing a minimum of 250 psi pumping pressure, contra blend mixer with twin ribbon paddles
with discharge, and an air system for spray application of product. Equipment must be complete
with water storage and metering system. Mixer and pump is to be hydraulically powered.
Equipment is to be mounted to heavy duty construction tandem axle road worthy trailer complete
with electric brakes and running lights. Internal combustion engine must be included to power
the hydraulic system and air compressor.
49.11 INSTALLATION AND EXECUTION
49.11.1 PREPARATION
1. Place boazds over inverts to prevent extraneous material from entering the sewer lines
and to prevent up stream line from flooding the manhole.
2. All foreign material shall be removed from the manhole wall and bench using a high
pressure water spray (minimum 1,200 psi). Loose and proh-uding brick, mortar and
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Section N — Technical Specifications
concrete shall be removed using a mason's hammer and chisel and/or scraper. Fill any
large voids with quick setting patching mix.
3. Active leaks shall be stopped using quick setting specially formulated mixes according to
the manufacturer's recommendations. Some leaks may require weep holes to localize the
infiltration during the application after which the weep holes shall be plugged with the
quick setting mix prior to the final liner application. When severe infiltration is present,
drilling may be required in order to pressure grout using a cementitious grout.
Manufacturer's recommendations shall be followed when pressure grouting is required.
4. Any bench, invert or service line repairs shall be made at this time using the yuick setting
mix and following the manufacturer's recommendations.
5. After a11 preparation has been completed, remove all loose material.
49.11.2 MIXING
� For each bag of product, use the amount of water specified by the manufacturer and mix using
the Spray Mate Mode135C or 35D equipment for 30 seconds to a minute after all materials have
been placed in the mixing hopper. Place the mix into the holding hopper and prepare another
, batch with timing such that the nozzleman can spray in a continuous manner without interruption
until each application is complete.
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49.11.3 SPRAYING
The surface, prior to spraying, shall be damp without noticeable free water droplets or running
water. Materials shall be sprayed, applied to a minimum uniform thickness to insure that all
cracks, crevices and voids are filled and a somewhat smooth surface remains after light
troweling. The light troweling is performed to compact the material into voids and to set the
bond. Not before the first application has begun to take an initial set (disappearance of surface
sheen which could be 15 minutes to 1 hour depending upon ambient conditions) is the second
application made to assure a minimum total finished thickness of 1/2 inch. The surface is then
troweled to a smooth finish being careful not to over trowel so as to bring additional water to the
surface and weaken it. A brush finish may be applied to the finished coat to remove trowel
marks. Manufacturer's recommendation sha11 be followed whenever more than 24 hours have
elapsed between applications. The wooden bench covers shall be removed and the bench is
sprayed such that a gradual slope is produces from the walls to the invert with the thickness at
the edge of the invert being no less than 1/2 inch. The wall bench intersection shall be rounded to
a uniform radius, the full circumference of the intersection. The fmal application shall have a
minimum of four (4) hours cure time before being subjected to active flow.
49.11.4 PRODUCT TESTING
At some point during the application, at least four (4) 2 inch cubes may be prepared each day or
from every 50 bags of product used, identified and sent, in accordance with the Owner's or
Manufacturer's directions, for compression strength testing as described in ASTM C 109.
49.11.5 CURING
� Ambient manhole conditions are adequate for curing so long as the manhole is covered. It is
imperative that the manhole be covered as soon as possible after the application has been
completed.
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49.11.6 MANHOLE TESTING AND ACCEPTANCE
Manhole may be vacuum tested from the top of manhole frame to the manhole base. All pipes
entering the manhole shall be plugged, taking care to securely place the plug from being drawn
into the manhole. The test head shall be placed and the seal inflated in accordance with the
manufacturers' recommendations. A vacuum pump of ten (10) inches of inercury shall be drawn
and the vacuum pump shut off. With the valves closed, the time shall be measured for the
vacuum to drop to nine (9) inches. The manhole shall pass if the tirne is greater than sixty (60)
seconds for forty eight (48) inch diameter, seventy five (75) seconds for sixty (60) inches, and
ninety (90) seconds for seventy two (72) inch diameter manholes. If the manhole fails the initial
test, necessary repairs shall be made. Retesting shall proceed until a satisfactory test is obtained.
Tests shall be performed by the Contractor under the direction of the Project Engineer.
49.12 INNERLINE ENVIRONMENTAL SERVICES LINER PRODUCT
SYSTEM
49.12.1 SCOPE
Materials and application procedures for manhole rehabilitation for the purpose of restoring
structural integrity, providing corrosion resistance, and stopping infiltration by means of
l. Hydraulic grouting, where required, as a preliminary measure to stop high volume
infiltration
2. Hydrophilic grouting (positive side waterproofing), where required, as follows:
a. Hydrophilic foam-injected through wa11 of manhole to fill voids and/or
b. Hydrophilic gel-injected through wa11 of manhole to stop active leaks
3. Cementitious waterproofing with crystallization (negative side waterproofing)
4. Calcium aluminate cement lining, minimum of 1/2 inch
5. Epoxy coating, minimum of 30 dry mils
49.12,2 MATERIALS
49.12.2.1 REPAIRING CEMENT
A quick setting hydraulic cement compound shall be used to plug all visible minor leaks and to
instantly stop major leaks, so that further waterproofmg processes may proceed unhindered. The
repairing cement shall be nonshrinking, nonmetallic, and noncorrosive. The compound shall
have the following properties:
Set Time
Tensile Strength
ASTM C 307
Compressive Strength
ASTM -C 109
SectionN.doc
1-3 minutes
1 day 510 psi
3 days 745 psi
28 days 855 psi
1 day 3,125 psi
7 days 7,808 psi
28 days 9,543 psi
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Section N — Technical Specifications
Flexural Strength ASTM C 78
49.12.2.2 HYDROPHILIC GROUTING
1 day 410 psi
3 days 855 psi
28 days 1,245 psi
� Based on conditions found in and around the manhole, the applicator shall pressure inject either
one or both of the following materials:
1. An expansive foam grout shall be used to stop major intrusion of water and fill cracks in
, and voids behind the structure's surface. Physical properties are as follows:
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Tensile Strength
Elongation
Bonding Strength
380 psi ASTM D 3574-86
400% ASTM D 3574-86
250-300 psi
2. A hydrophilic gel grout shall be used for soil stabilization behind the manhole-to prevent
� seepage, to provide a damming effect, and to place a hydrostatic barrier around exterior
of manhole. Physical properties are as follows:
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Density
Tensile Strength
Elongation
Shrinkage
ToxiciTy
49.12.2.3 WATERPROOFING
8.75-9.171bs/gal
150 psi
250%
Less than 4%
Non Toxic
ASTM D-3574
ASTM D- 412
ASTM D-3574
ASTM D-1042
A waterproofing component based on the crystallization process shall be applied. The system
combines cementitious and silicate based materials that are applied to negative side surfaces to
seal and stop leakage caused by hydrostatic pressure. A combination of five coats (using three
components-two powders and a special liquid) react with moisture and the constituents of the
substrate to form the crystalline structure. It becomes an integral part of the structure and blocks
the passage of water. With moisture present, the crystallization process will continue for
approximately six months. Upon completion the color will be light grey. Physical properties are
as follows:
Slant/Shear bond Strength to Calcium Aluminate Cement
ASTM (to be given) 1,200 1,800 psi
� Tensile Strength
(7 day cure)
ASTM C 190
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Permeability
(3 day cure)
CRD 48 55
49.12.2.4 CEMENT LINING
380 psi (2.62 MPa)
325 psi (2.24 MPa)
8.1x10 llcm/sec to
7.6x10 cm/sec
at 100% RH
at 50% RH
A self bonding calcium aluminate cement shall be applied to restore structural integrity and
� provide corrosion resistance qualities. The cement (before adding fibers) shall have the following
properties:
, Calcium Aluminate Cement 12 Hrs 24 Hrs 7 Days 28 Days
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Section N—Technical Specifications
Astm C 495 Compressive Strength, Psi 7000 11000 12000 13000
Astrn C 293 Flexural Strength, Psi 1000 150U 1800 2000
Astm C 596 Shrinkage At 90%Humidity -- <0.04 <0.06 <0.08
Astm C 666 Freeze-Thaw Aft 300 Cycle No Damage
Astm C 990 Pull - Out Strength 200 - 230 Psi Tensile
Astm C 457 Air Void Content (7 Days) 3%
Astm C 497 Porosity/Adsorption Test 4- 5%
Modules of Elasticity: 7.10 X 10 PSI after 24 Hrs moist curing at 68 F.
The calcium aluminate cement shall be reinforced with inert fibers which comply with ASTM C
1116 and ASTM C 1018, added at the rate of one pound per cubic yazd of concrete. The mixture
shall be applied to a thickness of at least one half inch, but no greater than two inches. It will
have a dark grey color.
49.12.2.5 EPDXY COATING
A high build, flexible waterproofing epoxy shall be applied to a minimum of 30 dry mils. This
epoxy will seal structure from moisture and provide protective qualities to the surface, including
excellent resistance to chemical attack and abrasion. The epoxy shall be 100% solids, can be
applied to damp surfaces, cures to a tile like finish, is easy to clean, and has no toxic fumes. Its
uses include sewage treatment plants and other sewer structures. The epoxy shall have the
following properties at 75 degrees F:
Mixing Ratio (Parts A:B), by volume
Color (other colors available on request)
Pot Life, hrs
Tensile Strength, psi, min
Tensile Elongation, %
Water Extractable Substances, mg./sq. in., max
Bond Strength to Cement (ASTM 882) psi
49.12.2.6 CHEMICAL RESISTANCE
1:1
Light Gray
2,000
10 20
5
1,800
Alcohols, Trichloroethylene, Nitric Acid (3%), Jet Fuels, Water, Sulfuric Acid (3% 10%), MEK,
Wine, Butyl Acetate, Beer, Lactic Acid (3%), Gasoline, Com Oil, Aluminum Sulfate, Paraffin
Oil, Vegetable Juice, Sodium Chloride, Motor Oil, Hydrochloric Acid {3%), and many others.
49.12.3 INSTALLATION AND EXECUTION
49.12.3.1 PROCEDURAL OVERVIEW
Work shall proceed as follows:
1. Remove rungs (steps), if desired by client.
2. Clean manhole and remove debris.
SectionN.doc
a. Plug lines andJor screen out displaced debris.
b. Apply acid wash, if necessary, to clean and degrease.
c. Hydroblast and/or sand blast structure.
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d. Remove debris from work area.
3. Repair minor defects in walls, benches, and inverts, as required, with repairing cement.
(Note: Major structural repairs, such as rebuilding of benches, will also be made as
� required by client.
4. Inject hydrophilic grout through all surfaces, as needed, to eliminate infiltration.
� 5. Apply cementitious/crystallization waterproofing agents to all surfaces, repeating steps as
needed.
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6. Spray and/or hand apply calcium aluminate cement lining to all surfaces.
7. Spray apply epoxy coating to all surfaces.
NOTE: Steps 1-5 shall be executed consecutively with minimal delays; calcium aluminate (Step
6) shall require a cure time of at least twenty-four hours for needed adhesion of epoxy (Step 7) to
cement lining.
49.12.3.2 PREPARATION
An acid wash sha11 be used (if needed) to clean and degrease. Then, if the client desires, the
rungs sha11 be removed. Next, the entire structure is thoroughly water and/or sand blasted to
remove any loose or deteriorated material. Caze shall be taken to prevent any loose material from
entering lines and other areas by either plugging the lines ( where feasible) or inserting protective
screens.
49.12.3.3 STRUCTURAL REPAIR
Hand place or spray apply hydraulic cement material as necessary to prepazed surface to fill
cracks and voids in structure. Allow twenty (20) minutes before applying
waterproofing/crystalliza.tion.
49.12.3.4 INFILTRATION CONTROL
Pressure injection of hydrophilic gel and hydrophilic foam.
1. Drill 5/8" holes through active leaking surface.
2. Install all zert fittings, as recommended by manufacturer.
3. Inject material until water flow stops.
4. Remove fittings (if necessary).
49.12.3.5 WATERPROOFINGICRYSTALLIZATION PROCESS
1. Apply a slurry coat of powder #1 to moist wall using a stiff brush, forming an undercoat.
2. Apply dry powder #2 to slurry coat by hand.
3. Brush or spray on sealing liquid during the application to penetrate and initiate the crystal
forming process.
4. Repeat steps 2 and 3, until there are no visible leaks.
5. Apply powder #1 as an overcoat.
6. Allow one (1) hour to cure before applying cement lining.
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Section N — Technical Specifications
49.12.3.6 CEMENT LINING
1. Dampen surface.
2. Mix material in mixer as recommended for spray or hand trowel application.
3. Apply cement until required build up of at least one half inch (and no more than 2 inches)
has been achieved.
4. Trowel to smooth fmish, restoring contours of manhole.
5. Texture brush surface to prepare for epoxy finish.
6. Allow for a 24-hour cure time prior to epoxy coating.
NOTE: If conditions of heavy humidity prevail, a dry air blower shall be used to facilitate curing
times.
49.12.3.7 EPDXY COATING
Spray apply epoxy coating using airless spraying equipment until surface is visibly covered and a
thickness of at least 30 mils has been achieved. Manhole may be safely entered after six (6)
hours, as epoxy will be hardened. Full cure strength will be achieved at forty eight (48) hours.
49.12.3.8 CLEAN UP
The work crew shall remove all debris and clean work azea.
49.12.3.9 MANHOLE TESTING AND ACCEPTANCE
Manhole may be vacuum tested from the top of manhole frame to the manhole base. All pipes
entering the manhole shall be plugged, taking caze to securely place the plug from being drawn
into the manhole. The test head shall be placed and the seal inflated in accordance with the
manufacturers' recommendations. A vacuum pump of ten (10) inches of inercury shall be drawn
and the vacuum pump shut of� With the valves closed, the tune shall be measured for the
vacuum to drop to nine (9) inches. The manhole shall pass if the time is greater than sixty (60)
seconds for forry eight (48) inch diameter, seventy five (75) seconds for sixty (60) inches, and
ninety (90) seconds for seventy two (72) inch diameter manholes. If the manhole fails the initial
test, necessary repairs shall be made. Retesting shall proceed until a satisfactory test is obtained.
Tests shall be performed by the Contractor under the direction of the Project Engineer.
49.12.3.10 WARRANTY
All materials and workmanship shall be warranted to the Owner for a period of five (5) years,
provided that all the above mentioned repair steps are used.
50 PROJECT INFORMATION SIGNS
This article deleted. See SECTION III, ARTICLE 23 — PROJECT INFORMATION SIGNS.
51
51.1
IN-LINE SKATING SURFACING SYSTEM
SCOPE
1. These specifications pertain to the application of the Plexiflor Color Finish System over
recreational areas intended for In-Line Skating activities. The materials specified in the
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Section N — Technical Specifications
site plans shall be of colors indicated and for application over the Plexipave Acrylic Latex
System.
2. The work shall consist of suitable cleaning and preparation of the surface to assure a
satisfactory bond of the system to the existing surface.
3. All coverage rates are calculated prior to dilution.
4. Plexiflor In-line Skating Surfacing System
• 1 Coat of Acrylic Resurfacer
• 2 Coats of Fortified Plexipave
• 2 Coats of Plexiflor
• Plexicolor Line Paint �
51.2 SURFACE PREPARATIONS
51.2.1 ASPHALT
Allow new asphalt to cure a minimunn of 6 months. The surface must be checked for birdbaths,
, cracks and other irregularities and repaired with Court Patch Binder according to California
Specification Section 10.14. (Surfacing prior to six months may make the asphalt subject to
indentation).
� 51.2.2 CONCRETE
Concrete shall have a wood float or broom finish. DO NOT PR4VIDE STEEL TROWEL
� FINISH. DO NOT USE CURING AGENTS OR CONCRETE HARDENERS. Allow the
concrete to cure a minimum of 30 days. Acid Etch the entire surface with Concrete Preparer
according to California Specification Section 10.13. Check surface for birdbaths, cracks and
� other irregularities and repair with Court Patch Binder according to California Specification
Section 10.14.
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51.2.3 COURT PATCH BINDER MIX
Court Patch Binder Mix: 100 Lbs. #80-100 Mesh Silica Sand (dry) 3 gallons Couth Patch Binder
1 to 2 gallons Portland Cement.
51.3 APPLICATION OF ACRYLIC FILLER COAT
' 1. Application of the Acrylic Resurfacer Mix shall be applied to the clean, dry, level
surFaces to receive the Plexiflor Surfacing System. The mix shall be applied according to
California Specification Section 10.8 using the following mix:
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Acrylic Resurfacer
Water (Clean and Potable)
Sand (60-80 mesh)
Liquid Yield
55 gallons
20-40 gallons
600-900 pounds
112-138 gallons
2. Over asphalt surfaces, apply the Acrylic Resurfacer Mix in one or two coats (depending
on surface porosity) at a rate of .OS -.07 gallons per square yard per coat.
3. Non-coated concrete surfaces must be neutralized with concrete preparer and primed with
California Ti-Coat according to Specification Section 10.17. The Acrylic Resurfacer Mix
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Section IV — Technical Specifications
must be applied within 3 hours of the TiCoat application while the primer is dry but still
tacky to the touch. Apply the Acrylic Resurfacer Mix in one or two applications at a rate
of .QS-.07 gallons per square yard per coat.
51.4 APPLICATION OF FORTIFIED PLEXIPAVE
After the filler coat application has dried, apply two coats of Fortified Plexipave at an undiluted
rate of .OS-.07 gallons per square yard per coat using the following mix:
Plexipave Color Base
Plexichrome
Water
51.5 PLEXIFLOR APPLICATION
30 gallons
20 gallons
20 gallons
1. Plexiflor is factory premixed and ready to use from the container. The material may be
diluted with one (1 ) part water to six (6) parts Plexiflor to improve flowability and
provide uniform application.
2. Apply two coats of Plexiflor at a rate of .04-.OS gallons per square yard per coat.
3. Plexiflor is applied (in a similar manner to Plexipave) in windrows on the surface with
sufFicient quantity to cover as the squeegee is pulled over the surface. Apply only light
pressure to the squeegee. Do not allow ridges to form between passes of the squeegee.
Ridges existirig after material dries should require corrective action.
4. Plexiflor and its preliminary coatings should be allowed to thoroughly dry prior to
application of subsequent coats.
51.6 PLAYING LINES
Four hours minimum after completion of the color resurfacing, playing lines shall be accurately
located, marked and painted with Plexicolor Line Paint as specified by The National In-Line
Hockey Association.
51.7 GENERAL
1. The contractor shall remove all containers, surplus materials and debris upon completion
of work leaving the site in a clean, orderly condition that is acceptable to the owner.
Gates shall be secured and all containers shall be disposed of in accordance with Local,
State and Federal regulations.
2. Materials specified for the Plexiflor System shall tee delivered to the site in sealed,
property labeled arums with California Products Corporation labels that aze stenciled
with the proper batch code nuxnbers. Products packaged or labeled in any other manner
will not be accepted. Mixing with clear, fresh water shall only be done at the job site.
Coverage rates are based upon material prior to mixing with water as specified.
51.8 LIMITATIONS
1. Do not apply if surface temperature is less than 50°F or more than 1 40°F.
2. Do not apply when rain or high hwnaidiTy is imminent.
3. Do not apply when surface is damp or has standing water.
SectionIV.doc
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Section N — Technical Specifications
4. Plexiflor will not hide surface imperfections of previous coatings.
5. Keep from freezing. Do not store in the hot sun.
6. Keep containers tightly closed when not in use.
7. Plexiflor will not prevent substrate cracks from occurring.
8. Plexiflor will mark slightly from normal use of some In-line Skates.
9. Coefficient of friction = 0.'78
10. Coating Application Drying Time: 30 minutes to 1 hour at ?0°F with 60% relative:
humidity.
11. Keep court clean. Excess dirt or foreign material can cause the surface to be slippery.
In-Line hockey is a physical sport. Always wear rTIHA recommended protective gear.
52 RESIDENT NOTIFICATION OF START OF CONSTRUCTION
This article deleted. See SECTION III, ARTICLE 22 - RESIDENT NOTIFICATION OF START'
OF CONSTRUCTION.
53 GABIONS AND MATTRESSES
53.1 MATERIAL
53.1.1 GABION AND RENO MATTRESS MATERIAL
53.1.1.1 PVC COATED WIRE MESH GABIONS & MATTRESSES
Gabion & mattress basket units sha11 be of non-raveling construction and fabricated from a.
double twist by twisting each pair of wires through three half turns developing the appearance of'
a triple twist. The galvanized wire core shall have a diameter of 0.1063 inches (approx. US gauge
12). All wire used in the fabrication of the gabion shall comply with or exceed Federal.
Specifications QQ-W 461H, possess a maximutn tensile strength of 70,000 p.s.i. with a Finish 5;,
Class 3 zinc coating in accordance with the current ASTM A-641. The weight of zinc coating;
shall be determined by ASTM A-9Q. The grade of zinc used for coating shall be High Crrade .or
Special High Grade, as prescribed in ASTM B-6, Table 1. Uniformity of coating shall equal or
exceed four 1-minute dips by the Preece test, as determined by ASTM A-239.
The PVC coating shall be extruded and adhere to the wire core prior to weaving. The PVC'.
coated wire sha11 be woven into a double twisted hexagonal mesh having uniform openings of 3
1/4 inches by 4%2 inches. The overall diameter of the mesh wire (galvanized wire core plus PVC'
coating) shall be 0.146 inches. Selvedge and reinforcing wire shall be of heavily galvanized wire:
core, 0.1338 inches in diameter (appmx. US gauge 10), coated with PVC and having an overall.
diameter (galvanized wire core plus PVC coating) of 0.173 inches. Lacing and connecting wire;
shall be of soft tensile strength (75,000 PSI max), heavily galvanized wire core, 0.087 inches in�
diameter (approx. US gauge 13 %z), coated with PVC and having an overall diameter (galvanized�
wire core plus PVC coating) of 0.127 inches. The use of altemate wire fasteners shall be;
permitted in lieu of tie wire providing the alternate fastener produces a four (4) wire selvedge:
joint with a strength of 1200 lbs. per linear foot while remaining in a locked and closecl
condition. Properly formed interlocking fasteners shall be spaced from 4 to 6 inches and have a
minimum 3/4 square inch inside area to properly confine the required selvedge wires. Tiger-Tites
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Section N—Technical Specifications
Interlocking Fasteners aze an approved alternate joint material. The Interlocking Wire Fastener
shall meet stainless steel material specification ASTM A-313, Type 302, Class 1, or equal.
All of the above wire diameters aze subject to tolerance limit of 0.004 inches in accordance with
ASTM A-641.
53.1.1.2 PVC (POLYVINYL CHLORIDE) COATING
The coating shall be gray in color and shall have a nominal thickness of 0.0216 inches but not
less than 0.015 inches in thickness. The protective PVC plastic shall be suitable to resist
deleterious effects from exposure to light, immersion in salt or polluted water and shall not show
any material difference in its initial compound properties. The PVC compound is also resistant to
attack from acids and resistant to abrasion.
1. Specific Crravity:
a. According to ASTM D-2287 and ASTM D- 792; in the range of 1.30 to 1.34.
2. Tensile Strength:
a. According to ASTM D-142; not less than 2980 psi. '
3. Modulus of Elasticity:
a. According to ASTM D-412; not less than 2700 psi at 100% strain.
4. Resistance to Abrasion:
a. According to ASTM 1242; weight loss <12% (Method B).
5. Brittleness Temperature:
a. According to ASTM D-746, Procedure A; shall be at least 8.3 degrees centigrade
below the minimum temperature at which the gabions will be handled or placed but
not lower than -9.4 degrees centigrade.
6. Hardness:
a. According to ASTM D-2240; shall be between 50 and 60 Shore D when tested.
7. Creeping Corrosion:
a. M�imum conosion penetration to the wire core from a square cut end section shall
not be more than 25mm when the specimen has been immersed for 2000 hours in a
50% SOLUTION HC 1(hydrochloric acid 12 Be).
53.1.1.3 ACCELERATED AGING TESTS
Variation of the initial properties will be allowed, as specified below, when the specimen is
submitted to the following Accelerated Aging Tests:
1. Salt Spray Test:
a. According to ASTM B-117
b. Period of test = 3000 hours.
2. Exposure to ultraviolet rays:
a. According to ASTM D-1499 and ASTM G-23 (Apparatus Type E}. Period of test =
3000 hours at 63 degrees centigrade.
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Section IV — Technical Specifications
3. Exposure to high temperature:
a. Testing period: 240 hours at 105 degrees centigrade, when tested in accordance with
ASTM D- 1203 and ASTM D-2287.
53.1.1.4 PROPERTIES AFTER AGING TESTS
� After the above Accelerated Aging Tests have been performed, the PVC compound shall exhibit
the following properties:
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1. Appeazance:
a. The vinyl coating shall not crack, blister or split and shall not show any remarkable
change in color.
2. Specific Gravity:
a. Shall not show change higher than 6% of its initial value.
3. Durometer Hardness:
a. 5ha11 not show change higher than 10% of its initial value.
4. Tensile Strength:
a. Shall not show change higher than 25% of its initial value.
5. Elongation:
a. Shall not show change higher than 25% of its initial value.
6. Modulus of Elasticity:
a. Shall not show change higher than 25% of its initial value.
7. Resistance to Abrasion:
a. Shall not show change higher than 10% of its initial value.
8. Brittleness Temperature:
a. Cold Bend Temperature - Shall not be lower than -20 degrees centigrade.
b. Cold Flex Temperature - Shall not be higher than +18 degrees centigrade.
53.1.2 GABION AND MATTRESS FILLER MATERIAL:
� The filler stone shall be limestone from a source approved by the Engineer before delivery is
started. Representative preliminary samples of the stone shall be submitted by the contractor oY�
supplier for examination and testing by the Engineer. The stone shall have a minimum specific
� gravity of 2.3 and be of a quality and durability suf�icient to insure permanency in the structure.
The individual stones shall be free of cracks, seams, and other defects that would tend to promote:
deterioration from natural causes, or which might reduce the stones to sizes that could not be:
, retained in the gabion or mattress baskets.
The stone sha11 meet the following physical requirements:
' • Absorption, maximum 5%
• Los Angeles Abrasion (FM l OT096), m�imum loss 45%
• Soundness (Sodium Sulphate), (FM 1-T104), m�imum loss 12%
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• Flat and elongated pieces, materials with least dimension less than one third of greatest
dimension shall not exceed 5% by weight.
All filler material shall be uniformly graded between 4 inch and 8 inch (equivalent spherical
diameter) and shall be angular in form. Rounded stones shall not exceed 10% of the stone, by
weight and 70% of the stone, by weight, shall exceed the lazgest dimension of the mesh opening.
53.1.3 MATTRESS WIRE
Mattress wire shall conform to the same specifications as gabions except as follows:
1. The nominal diameter of the wire used in the fabrication of the netting shall be 0.0866
inches minimum, subject to diameter tolerance in accordance with the current ASTM A
641, Table 3.
2. All wire shall be galvanized according to AST'M A 641, Table 1. The minimum weight of
the zinc coating shall be 0.70 ozs./sq. ft. for the 0.0866 inch wire used for mesh and
lacing and 0.80 ozs./sq. ft. for the 0.106 wire used for selvedge.
3. Adhesion of the zinc coating to the wire shall be capable of being wrapped in a close
helix at a rate not exceeding 15 turns per minute around a cylindrical steel mandrel
having a diameter 3 times the nominal wire diameter being tested. After the wrap test is
completed, the wire shall not e�ibit any cracking or flaking of the zinc coating to such
an extent that any zinc can be removed by rubbing with bare fingers.
53.1.4 GEOTEXTILE FABRIC
Fabric shall conform to FDOT Standard Index 199, Type D-2, and FDOT Standard
Specifications, 1996 edition, Section 985.
53.2 PERFORMANCE
Gabions and Reno Mattresses shall be installed according to the manufacturer's
recommendations and as shown on the Drawings. Fabrication of gabion baskets shall be in such
a manner that the sides, ends, lid and diaphragms can be assembled at the construction site into
rectangular baskets of the sizes specified and shown on the Drawings. Gabions and mattresses
shall be of single unit construction; the base, lid ends and sides shall be either woven into a
single unit or one edge of these members connected to the base section of the gabion in such a
manner that the strength and flexibility at the connecting point is at least equal to that of the
mesh. Where the length of the gabion and mattress exceeds one and one-half its horizontal width,
they shall be equally divided by diaphragms of the same mesh and gauge as the mattresses shall
be furnished with the necessary diaphragms secured in proper position on the base so that no
additional tying is required at this juncture. The wire mesh is to be fabricated so that it will not
ravel. This is defined as the ability to resist pulling apart at any of the twists or connections
forming the mesh when a single wire strand in a section of inesh is cut.
Each gabion or mattress shall be assembled by tying all untied edges with binding wire. The
binding wire shall be tightly looped around every other mesh opening along seams so that single
and double loops are alternated.
A line of empty gabions shall be placed into position according to the contract drawings and
binding wire shall be used to securely tie each unit to the adjoining one along the vertical
reinforced edges and the top selvedges. The base of the empty gabions placed on top of a filled
line of gabions shall be tightly wire to the latter at front and back.
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Section IV — Technical Specifications
To achieve better alignment and finish in retaining walls, gabion stretching is recommended.
Connecting wires shall be inserted during the filling operation in the following manner: Gabions
shall be filled to one third full and one connecting wire in each direction shall be tightly tied to�
opposite faces of each cell at one third height. The gabion shall then be filled to two thirds full',
and one connecting wire in each direction shall be tightly tied to opposite face of each cell at one;
two third height. The cell shall then be filled to the top.
Filler stone shall not be dropped more than 12" into the gabions and mattresses.
Geotextile fabric shall be installed at locations shown in the Drawings. The surface to receive the:
cloth shall be prepared to a relatively smooth condition free of obstructions which may tear or
cut the cloth. The panel shall be overlapped a minimum of 30 inches and secured against
movement. Cloth damaged or displaced during installation, gabion work, or backfill shall be:
replaced or repaired to the satisfaction of the Engineer at the contractor's expense. The work:
shall be scheduled so that the fabric is not exposed to ultraviolet light more than the;
manufacturer's recommendations or five days, whichever is less.
54
54.1
LAWN MAINTENANCE SPECIFICATIONS
SCOPE
To remove trash and debris from landscape and paved area; maintenance and fertilization of
plant beds and landscape materials; maintenance, repair, and operation of irrigation systems;
ornamental pest control; palm pruning; maintenance of traffic; and the cleaning of hard surfaces,
at designated areas. The Contractor is to work with the City in coordinating maintenance:
activities and reporting irregularities in the work zone.
The Contractor(s) will provide the labor and materials required to maintain the landscaped street.
medians including:
• Traffic safety and Maintenance of Traffic;
• Trash and debris removal from the job site;
• Remaval of weeds in landscaped areas and hard surfaces;
• Proper trimming and pruning of landscape plants and palms;
• Proper fertilization and pest control of landscape and palms (may be subcontracted);
• Irrigation service and repair;
• Mulch replacement;
• Cleaning of hard surfaces; and the
• Reporting of irregularities at the job site.
54.2 SCHEDULING OF WORK
The Contractor(s) shall accomplish all landscape maintenance required under the contract.
between the hours of 6:30 a.m. and 7:00 p.m. Monday through Saturday, excluding observed.
holidays. The City may grant, on an individual basis, permission to perform contract:
maintenance at other hours.
All work shall be completed in a continuous manner, that is the cleanup, weeding, trimming, etc.,
be completed before leaving the job site.
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54.3 WORK M ETHODS
54.3.1 MAINTENANCE SCHEDULING
The Contractor(s) will adhere to a work schedule provided by the City (see Level of Service).
Any variations to that schedule, requested by either party, must be approved, either verbally or in
writing by an authorized representative of the other party.
54.3.2 DUTIES PER SERVICE VISIT
The contractor(s) shall provide the following service at each scheduled visit to the designated
location:
54.4 LITTER
Remove trash and debris from the area to be maintained. Proper disposal of collected trash and
debris is a requirement of the contractor. Extraordinary amounts of debris caused by hurricanes,
tornadoes, vandalism, etc., would be the responsibility of the City to clean up. The contractor
should report such accumulations of debris when they are encowntered. Bids for the
extraordinary cleanup from the contractor would be considered.
54.5 VISUAL CHECK
The site should be checked for irregularities, such as irrigation leaks, vehicle damage, dead or
damaged plant material, vandalism, etc., which should be reported to the City within 24 hours
after providing the service.
54.6 PLANT TRIMMING AND PALM PRUNING
All plant material should be trimmed in a manner that promotes the natural shape and mature
size of the particular specie. Trimming should be performed at intervals that will maintain plants
in a neat appearance. Trimming should be performed to promote fullness of the plants, while
maintaining height restrictions in Clear Sight Zones as established on the landscape plans. Plants
shall be kept trimmed to the back of curb. Brown foliage shall be removed from Liriope.
Palm pruning to be performed at least once per year, preferably in late June or July following
flower formation, according to the following specifications:
54.7 PHOENIX SPECIES (CANARY DATE, INDIA DATE, PYGMY
DATE, ETC.)
Remove all descending fronds, to the base of the frond; all parallel and ascending fronds are to
remain in order to leave a full, rounded head; seed heads may remain, but remove old faded
heads that are encountered in the pnming process; remove loose frond boots; remove vegetation;
such as strangler figs, Brazilian Pepper, Asparagus fern, etc., growing in the frond boots or on the
trunk. Provide the rounded, classic cut on all Medjool palm boots. No climbing spikes allowed
on palms.
54.8 DEBRIS REMOVAL
All debris from pruning process is to be removed from the job site and disposed of by the
contractor. Work sites should be left in a clean and neat appearance upon completion.
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54.9 TRAFFIC CONTROL
Proper and safe work zones in vehicular tr�c areas aze to be set up and maintained by the
contractor, according to the attached Maintenance of Traffic specifications.
54.10 PEDESTRIAN SAFETY
Contractor is responsible for maintaining safe work zones in areas where pedestrian and pazk
users are present. The City reserves the right to limit the hours of operation in certain high
pedestrian use areas.
54.11 PLANT FERTILIZATION
All tree and plant material should be fertilized with the appropriate amount of 20-6-12 sulfwr
coated, slow release, ornamental fertilizer, three times per year. Applications should be made in
mid-February, early June, and mid-September, for the first two yeazs. Fertilizer types and
amounts will change with requirements of maturing landscape materials.
54.12 WEED REMOVAL IN LANDSCAPED AREA
Weeds should be removed on a regulaz basis in order to keep them from being visibly noticeable.
Weed control with the use of appropriate herbicides is allowable, given they are properly applied
by a certified applicator. Herbicide damage to landscape material will be remedied by contractor
at his/her expense.
54.13 MULCH COND1TlON
Should be maintained at a thickness that will discourage weed growth as well as help retain soil
moisture, usually 3 inches.
54.14 IRRIGATION SERVICE AND REPAIR
Should be performed at each visit to assure the systems proper operation and timing. Drip tubing
� should be kept covered with mulch. Timer should be checked for proper time of day and
operating schedule. Leaks or breaks in the system should be repaired before the next scheduled
system running time. All repairs which will be chazged at $20.00 or more must be approved in
, advance by the city. Minor repairs, less than $20.00, should be billed to the City in addition to
the monthly maintenance fee.
� 54.15 LAWN AND ORNAMENTAL PEST CONTROL
Should be performed by a properly licensed and certified applicator to keep pest populations at a
, less than damaging level. Landscape materials lost to or extensively damaged by pests will be
replaced by the contractor at the contractor's expense. Diazinon products are not to be used on
City properties.
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54.16 PALM FERTILIZATION
Apply three pounds of Magnesium sulfate and one pound of Potassium evenly, per tree, across
the root zone (iypically within the dripline), annually in early February.
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54.17 FREEZE PROTECTION
The City will provide a freeze/frost protection fabric for the Contractor to install over freeze/frost
sensitive plants (Lantana and Pentas). The covering material will be stored at a City facility (yet
to be determined). Contractor will remove the covering material from storage and install over the
sensitive plants, securely fastening edges of the material to the ground per manuiacturer's
directions. The City will furnish metal pins needed for securing fabric to the ground. The City
will notify the Contractor one (1) day or twenty-four (24) hours minimum prior to the need to
protect plant material. After uses, the Contractor will prepare the fabric for storage and return it
to the designated City facility. Protective covering shall be removed the following afternoon or
remain in place as directed by the City. The City shall notify the Contractor by 11:00 a.m. about
removing the cover or keeping it in place due to continued freezing temperatures. The City may
cancel the freeze protection event at any time prior to the end of the scheduled installation day
(5:00 p.m.) The Contractor will be compensated for the number of hours mobilization or on-site
work at the contracted rate per man-hour unit price. The Contractor shall provide a unit price for
the installation and removal of the covering fabric on a per event basis, as well as an hourly rate
per employee required. The City and contractor will coordinate appropriate irrigation operations
with weather conditions. Should freeze/frost damage occur, the Contractor shall perform
remedial work as per unit basis, as directed by the City.
54.18 LEVEL OF SERVICE
This location is to be serviced weekly. Repairs to damage or vandalism to be made within 7
working days of reported irregulazity. Weekly visits should occur no closer than six and no
further than ten calendaz days apart.
54.19 COMPLETION OF WORK
Within 24 hours of completing work the contractor shall notify the supervisor assigned to
monitor the contract either in person or by phone of said completion. It is acceptable to leave a
phone message. However, to make certain the message is received, it is advisable to call between
6:30 a.m. — 7:30 a.m. or 2:30 p.m. — 3:00 p.m.
54.20 INSPECTION AND APPROVAL
Upon receiving notification from the Contractor, the City shall inspect the serviced location the
following business day. If, upon inspection, the work specified has not been completed, the City
shall contact the Contractor to indicate the necessary corrective measures. The Contractor will be
given 48 hours from this notification to make appropriate corrections. If the work has been
completed successfully then the City will pay for services billed.
54.21 SPECIAL CONDITIONS
1. This location will be newly installed and under warranty by the installer for a six month
period on plants and 12 month warranty on palms. Landscape installer will coordinate
irrigation operation with the Maintenance contractor to assure adequate irrigation to the
landscape materials. Installer will also be responsible for the untying of palm
heads/fronds as he feels appropriate.
2. All listed acreage or square footage figures are estimates.
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3. All maintenance shall be performed in a good and workmanlike manner, consistent with
trade practic�s and standards which prevail in the industry.
, 4. The Contractor shall be responsible for dannage to any plant material or site feature
caused by the Contractor or his/her employees. The Contractor shall be notified in writing
of the specific nature of the damage and cost of repair. The City shall, at its option,
, invoice the Contractor for the payment, or reduce by the amount of the repairs the next
regular payment to the Contractor.
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5. Occasionally circumstances (standing water, prolonged inclement weather, parked
vehicles, etc.) may malce all or portions of a location unserviceable during the regular
schedule. The Contractor shall notify the City Supervisor of such occurrences, and shall
schedule to perform the required maintenance to the location as soon as the pertaining
circumstances are relieved.
MILLING OPERATIONS
55.1 EQUIPMENT, CONSTRUCTION & MILLED SURFACE
Unless otherwise noted in the specs, plans or this A.rticle, the milling operation shall be
performed in accordance with Section 327 of FDOT's Standard Specifications (latest edition}.
The Contractor shall notify the Project Inspector a minimum of 24 hours in advance of all
milling.
55.2 ADDITIONAL MILLING REQUIREMENTS
If the milling machine is equipped with preheating devices, the contractor is responsible
to secure any necessary permits, and for complying with all local, state and federal
environmental regulations governing operation of this type of equipment.
2. All milled surfaces must be repaved within seven days from the time it was milled, unless
otherwise noted in the contract documents.
� 3. Prior to paving, all milled azeas shall be swept with a Municipal type sweeper either of
the vacuum or the mechanical type, that picks up and hauls off, dust and dirt. The
sweeper must be equipped with its own water supply for pre-wetting to minimize dust.
' Moreover, the Contractor shall sweep debris off of sidewalks, driveways and curbs in
addition to the roadways before leaving the job site.
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4. In cases where concrete valley swales are present, the adjoining pavement shall be milled
to allow for the new asphalt grade to be flush with the concrete surface.
5. The Contractor shall be responsible for removing any asphalt that remains in the curb line
' and/or median curbs after the milling operation of a street is complete. The cost of this
removal shall be included in the bid item for milling.
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6. All radius returns on streets to be milled shall also be milled unless otherwise directed by
the Engineer, with payment to be included in the bid item for milling.
7. Any leveling or base replacement required after milling shall be applied to sections of the
road as noted on the plans, or directed by the Engineer, per Section 330 of FDOT's 2000
Standard Specifications for S-Type resurfacing projects or Section 330 (latest edition} for
superpave resurfacing projects. The cost shall be included in the per ton unit cost for
asphalt, unless otherwise noted in the project scope and plans.
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8. Any roadway base material exposed as a result of the milling operation shall be primed
that same day (unless otherwise directed by the Engineer) per Section 300 of FDOT's
Standard Specifications (latest edition). Repairs required to said base that result from a
failure to place the prime in a timely manner shall be done to the City's satisfaction, and
at the Contractor's expense. No paving of the exposed base can commence until the City
approves the repaired base. The cost of said prime shall be included in the bid item for
milling.
9. Prior to the placement of asphalt, the face of all curbs and driveways sha11 be tacked after
the milling operation is complete.
55.3 SALVAGEABLE MATERIALS
All surplus existing materials resulting from milling operations sha11 remain the property of the
City. The transporting and stockpiling of salvageable materials shall be performed by the
Contractor. The Contractor shall contact the Public Services Division at (727) 562-4950 to
schedule delivery of material.
55.4 DISPOSABLE MATERIALS
All surplus materials not claimed by the City shall become the property of the Contractor. The
Contractor shall dispose of the material in a timely manner and in accordance with all regulatory
requirements in areas provided by the Contractor at no additional expense to the City.
55.5 ADJUSTMENT AND LOCATION OF UNDERGROUND UTILITIES
All utilities and related structures requiring adjustment shall be located and adjusted by their
owners at the owner's expense. The Contractor shall arrange his schedule to allow utility owners
the time required for such adjustments (minimum 48 hours notice per State Statute). All utility
adjustments shall be completed prior to the commencement of milling and resurfacing
operations.
55.6 ADJUSTMENT OF UTILlTY MANHOLES
The necessary adjustments of sanitary sewer and stormwater utility manholes and appurtenances
shall be accomplished by the Contractor in accordance with Section IV, Article 23.7 of the City's
Technical Specifications.
55.7 TYPES OF MILLING
'There are two types of milling used by the City:
A. Wedge — This will consist of milling a six foot wide strip along the curb line of the
pavement adjacent to the curb so the new asphalt will align with the original curb height
and pavement cross section.
B. Full Width - This will consist of milling the entire roadway (i.e. curb line/edge of
pavement to curb line/edge of pavement). All existing horizontal and vertical geometry
shall remain unless otherwise indicated or approved by the Engineer.
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55.8 MILLING OF INTERSECTIONS
Intersections, as well as other areas (including radius returns) aze to be milled and repaved to
� restore and/or improve the original drainage characteristics. Said work should extend
approximately 50 to 100 feet in both directions from the low point of the existing swale.
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55.9 BASIS OF MEASUREMENT
The quantity to be paid for will be the azea milled, in square yards, completed and accepted.
55.10 BASIS OF PAYMENT
The unit price for milling shall include: all materials, preparation, hauling, transporting and
stockpiling of salvageable materials, disposal of all surplus material, any required milling of'
radius returns and intersections, prime and/or tack coat either required or placed at Engineer's
discretion, removal of asphalt from curbs, sweeping, labor, equipment, and all incidentals
necessary to complete the milling in accordance with the plans and specifications.
56 CLEARING AND GRUBBING
The work included in this specification includes the removal and disposal of all structures,
appurtenances, asphalt, concrete, curbs, walls, trees, roots, vegetation, boulders, conduits, poles,
posts, pipes, inlets, brush, stumps, debris and other obstructions resting on or protruding through
the ground surface necessary to prepare the azea for construction.
Clearing and gnzbbing shall be performed in accordance with Section 110 of FDOT's Standard
' Specifications (latest edition). Unless otherwise specified in the contract documents, the
Contractor sha11 take ownership of all removed material and dispose of them oi� site in
accordance with all Local, State and Federal Requirements.
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56.1 BAStS OF MEASUREMENT
The basis of ineasurement shall be either a lump sum quantity or the number of acres cleared and
grubbed as specified on the plans or directed by the Engineer.
56.2 BASIS OF PAYMENT
The pay item for clearing and grubbing shall include: all removal and disposal of materials and
structures as well as all materials, hauling, equipment, tools, labor, leveling of terrain, landscape
trimming and all incidentals necessary to complete the work.
57 RIPRAP
The work included in this specification includes the construction of either sand-cement or rubble
riprap as shown on the plans. The riprap shall be constructed per Section 530 of FDOT's
Standard Specifications (latest edition).
57.1 BASIS OF MEASUREMENT
The basis of ineasurement for riprap shall be the volume of sand used in cubic yards for sand-
cement, or the dry weight in tons for rubble.
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Section IV — Technical Specifications
57.2 BASIS OF PAYMENT
The pay item for sand-cement riprap shall include: all materials, testing, labor, grout, hauling,
equipment, excavation, backfill, dressing and shaping for placement of sand-cement and all
incidentals necessary to complete the work.
The pay item for rubble riprap shall include: all materials, required bedding stone, dressing and
shaping for placement of bedding stone, filter fabric, testing, hauling, excavating, backfill,
dressing and shaping for placement of rubble, and all incidentals necessary to complete the work.
No payment will be granted if concrete or stone that exists on-site is used as rubble riprap.
58 TREATMENT PLANT SAFETY
This article applies to all City projects located at one of the City's Wastewater Treatment Plants
(WWTP) or Potable Water Reservoirs.
58.1 HAZARD POTENTIAL
The Contractor shall be aware that hazardous materials are used at the W WTP's and the water
reservoirs. These may include sodium hypochlorite, gaseous chlorine, sulfur dioxide and
amznonia. Potential safety hazards associated with these substances include:
An accidental spill or release can impair respiratory functions and result in severe burns
to the skin and eyes. At the pre-construction conference, the contractor will be provided
with a copy of the City of Clearwater Public Utilities Department Emergency Response
Plan, and a copy of the applicable Material Safety Data Sheets. All employees of the
coniractor and sub-contractor assigned to this job shall be familiar with the content of
these documents.
58.2 REQUIRED CONTRACTOR TRAINING
Prior to issuance of a notice to proceed, the contractor must submit documentation regarding
employee safety training relating to the items in Section A above. The documenta.tion must
include:
• Verification that all employees assigned to this job have received and understood training
in the proper work practices necessary to safely perform the job while working around
gaseous chlorine and sulfur dioxide gas.
• The date of the training, and
• The means used to verify that the employee understood the training.
59 TRAFFIC SIGNAL EQUIPMENT AND MATERIALS
All traffic signal work shall be performed per the latest edition of FDOT's Standard
Specifications (Sections 603 through 699), unless otherwise specified in the contract documents
and plans.
This specification includes, but is not limited to, the following items: all necessary equipment,
materials, guaranties, acceptance procedures, signal timings, feld tests, grounding, conduit,
signal and interconnect cable, span wire assemblies, pull and junction boxes, electrical power
service assemblies, poles, signal assemblies, pedestrian assemblies, inductive loop detectors,
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pedestrian detectors, tr�c controller assemblies, controller cabinets and accessories, removal of
existing traffic signal equipment, and internally illuminated signs.
, All tr�c signal installations shall be mast arms and conform to the requirements of FDOT's
Mast Arm Assembly standard, and shall be signed and sealed by a professional engineer
registered in the state of Florida. All mast azm calculations, as well as the geotechnical report,
' shall also be signed and sealed by a professional engineer registered in the state of Florida. All
mast arm colors shall be determined and approved by the City prior to ordering from the
manufacturer.
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All tr�c signal indicators for vehicles and pedestrians shall be LED's and, approved by both
the City and FDOT. In addition to this, all pedestrian signal indicators shall utilize countdown
features.
Contractor changes to the operation of an existing signal is PR�HIBITED unless directed by the
City's Traffic Engineering Division.
59.1 BASIS OF MEASUREMENT AND PAYMENT
The basis of ineasurement and payment shall be specified in the contract documents and/or plans
' and shall include all equipment, preparation, materials, testing and incidentals required to
complete the work per the plans.
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60 SIGNING AND MARKING
All signing and marking work shall be performed per the latest edition of FDOT's Standard
Speciiications, unless otherwise specified in the contract documents and plans.
This specification includes the following work: RPM's (Section 706), painted traffic stripes and
markings (Section 7I0), thermoplastic stripes and mazkings (Section 711) and tubulaz
delineators/flex posts (Sections 705 and 972).
The Contractor is responsible to ensure that striping is correctly placed. Errors in striping or
markings sha11 be "blacked-out" with paint, unless otherwise directed by the Engineer. No
payment will be made for these incorrect or "blacked-out" areas. Omissions in striping or
markings shall be corrected to the City's satisfaction prior to any payment being made.
60.1 BASIS OF MEASUREMENT AND PAYMENT
The basis of ineasurement and payment shall be specified in the contract documents and/or plans
and shall include all equipment, preparation, materials and incidentals required to complete the
work per the plans.
61 ROADWAY LIGHTING
All roadway lighting shall be constructed per Sections 715 and 992 of FDOT's Standard
Specifications (latest edition), unless otherwise specified in the contract documents and plans.
61.1 BASIS OF MEASUREMENT AND PAYMENT
' The basis of ineasurement and payment shall be specified in the contract documents and/or plans
and shall include all equipment, materials, testing and incidentals required to complete the work
per the plans.
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62 TREE PROTECTION
62.1 TREE BARRICADES
A. A protective barrier shall be placed around all protected trees and palms prior to land
preparation or construction activities within or adjacent to the work zone, including all
staging and/or lay down areas. Protective barriers shall be installed as follows:
1. At or greater than the full dripline of all species of Mangroves and Cabbage Palms.
2. At or greater than the full dripline or all protected native pine trees and other conifer
species.
3. At or greater than two-thirds of the dripline of a11 other protected species
4. At or greater than the full dripline of trees within a specimen tree stand.
B. Protective barriers are to be constructed using no less than two-inch lumber for upright posts.
Upright posts are to be at least four feet in length with a minimum of one foot anchored in
the ground. Upright posts are to be placed at a maximum distance of eight feet apart.
Horizontal rails are to be constructed using no less than one inch by four-inch lumber and
shall be securely attached to the top of the upright post. The project City's representative
must approve any variation from the above requirements.
C. Whenever a protective barrier is required, it shall be in place until all construction activity is
terminated. The area within the barrier limits shall remain undisturbed by any activity during
construction. Native ground cover and understory vegetation existing within the barriers shall
remain throughout construction. Exotic plant species may only be removed by manual labor
utilizing hand tools or by other means if authorized in writing by the City's representative.
D. Prior to the erection of any required protective barrier, all surface foreign material, trash or
debris shall be removed from the area enclosed by the barrier, and after erection of the barrier
no such material or litter shall be permitted to remain within the protected area. No
equipment, chemicals, soil deposits or construction materials shall be placed within such
protective barriers.
E. No signs, building permits, wires, or other attachments of any kind shall be attached to any
protected tree or palm.
F. At all times, due care shall be taken to protect the critical roof zone of trees protected by this
section, and root pnaning requirements shall apply to such trees.
62.2 ROOT PRUNING
A. Where proposed construction improvements involve excavation and/or impacts to the critical
root zone of protected trees, the Contractor shall be required to have an International Society
of Arboriculture (ISA) certified azborist perform, or directly supervise root pruning to reduce
the impacts of construction. The critical root zone is equivalent to the tree's dripline. Prior to
any clearing, grubbing or excavation activities, the afFected roots must be severed by clean
pruning cuts at the point where grubbing or excavation impacts the root system. Roots can be
pruned utilizing specified root pruning equipment designed for that purpose or by hand
digging a trench and pruning roots with a pruning saw, chain saw or other equipment
designed for tree pruning. Root pruning by trenching equipment or excavation equipment is
strictly prohibited. Roots located in the critical root zone that will be impacted by
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Seciion IV — Technical Specifications
construction activities sha11 be pruned to a minimum depth of 18 inches below existing grade
or to the depth of the proposed impact if less than 18 inches from existing grade. Tim Kurtz,
Senior Landscape Architect is the City's Representative on Engineering Department projects.
for root Pnzning issues and can be reached at (727) 562-4737, or through the construction.
inspector assigned to the project.
B. Root pnuung shall only be performed by or under the direct supervision of an International
Society of Arboriculture (ISA) certified arborist.
C. Any proposed root pruning trenches shall be identified on site (i.e. staked or painted)
inspected and approved by the City's representative prior to actual root pruning.
D. Root pruning shall be perFormed as far in advance of other construction activities as is
feasible, but at a minimum shall be performed prior to ANY impacts to the soil. Associated
tree protection measures should be implemented upon completion of said root pruning.
E. If there is a likelihood of excessive wind and/or rain exceptional care shall be taken on any
root pruning activities.
F. Root pruning shall be limited to a minimum of ten inches per one inc�i of the trunk diameter
from the tree base. Any exception must be approved by the City's representative prior to said
root pruning.
G. Roots shall be cut cleanly, as far from the trunk of the tree as possible. Root pruning shall be
done to a minimum depth of 18" from existing grade, or to the depth of the disturbance if less
than 18".
H. Root pruning shall be performed using
' Alternate equipment or techniques must
any work adjacent to trees to be preserved
a Doscocil Root Cutting Machine or equivalent.
be approved by the City's representative, prior to
' I. Root pruning shall be completed, inspected and accepted prior to the commencement of any
excavation or other impacts to the critical root zones of trees to be protected.
J. Excavations in an area where root are present shall not cause the tearing or ripping of tree
' roots. Roots must first be cleanly severed prior to continuing with the excavation, or tunneled
around to prevent damage to the root.
� K. Tree roots shall not be exposed to drying out. Root ends shall be covered with native soil or
burlap and kept moist until final backfill or final grades has been established.
L. When deemed appropriate (e.g., during periods of drought) the City representative may
' require a temporary irrigation system be utilized in the remaining critical root zones of root
pruned trees.
' M. When underground utility lines are
pnuung requirement may be waived
boring as opposed to open trenching.
to be installed within the critical root zone, the root
if the lines are installed via tunneling or directional
, 62.3 PROPER TREE PRUNING
A. All tree pruning and/or root pruning on existing trees to remain shall only be performed by or
' under the direct supervision of an International Society of Arboriculture (ISA) certified
arborist. Furthermore, all tree work shall conform to the American National Standards
Institute (ANSI) 2001, American National Standard for tree care operations — Tree, Shrub and
' other Woody Plant Maintenance — Standard practices (pruning) ANSI A-300.
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B. Proper pruning techniques for all lateral branches of protected trees aze required. Flush cuts
(pruning cuts that remove the branch collaz) and stub cuts (cuts that leave a stub on the tree)
are improper techniques. Any protected tree that has been improperly pruned will not be
recognized as a tree left on the project in a healthy growing condition, and will require
replacement consistent with the current City Codes and Ordinances.
C. No protected tree shall have more than 30 percent of its foliage removed.
D. No protected tree shall be topped, hat racked or lion-tailed. Any protected tree that has been
improperly pruned will not be recognized as a tree left on the project in a healthy growing
condition, and will require replacement consistent with the current City Codes and
Ordinances.
E. Tree Trunks and limbs shall be protected. The use of tree spikes or other devices that damage
trunk and bazk tissue on protected trees shall be prohibited. Any protected tree that has been
damaged in such a manner will not be recognized as a tree left on the proj ect in a healthy
growing condition, and will require replacement consistent with the current City Codes and
Ordinances.
63 PROJECT WEB PAGES
63.1 WEB PAGES DESIGN
If requested by the City, Engineer shall design the Project Web Site in accordance with the
current City Web Site standards and styles. Project Web Site should include general project
information as: Project Name & Number, Scope description, Location, Schedule, and Project
Contacts.
Note: Occasionally City modifies the general design of the City's Web Site, and the Engineer
shall consult the City Webmaster for the current requirements, before designing or updating the
Project Web Pages.
63.2 WEB ACCESSIBILITY GUIDELINES
Project Web Pages should conform to the W3C Web Accessibility Guidelines and US Section
508 guidelines whenever possible:
http://www.w3 .org/TR/ 1999/WAI-WEBCONTENT-19940505/
hrip://www section508. ov/
In particular, use of variable-width tables, user-adjustable/relative font sizes, ALT text for
images, CSS whenever possible, etc. Accessibility should be a priority over design/aesthetics.
63.3 THE SUN AND WAVES LOGO AND ITS USE
The City's Sun and Waves logo should be used for everyday business, on all print and electronic
material. It should be used on all internal correspondence, brochures, advertising, vehicles,
appazel and signage. It should be used only in the manner presented here, in the proportion
shown here, with no alterations. It should not be condensed, lengthened, or otherwise distorted to
fit a space. The logo is approved for use by city departments, and is not to be used by outside
vendors without the permission of the City Manager, Assistant City Manager or Public
Communications office. Electronic versions of the logo should be obtained from the Public
Communications. This is for internal use only.
SectionIV.doc Page 130 of 128 5/l5/2012
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Section IV —Technical Specifications
63.4 MAPS AND GRAPHICS
Use of maps and graphics is recommended to illustrate the project; only approved graphics
should be posted to the Project Web Pages.
63.5 INTERACTIVE FORMS
The site should also include an interactive form or other options to allow Public's input sent back
to the City regarding the Project.
63.6 POSTING
The site should be presented to the City's Webmaster for review and posting to the City's Web
, Server. Posting of the Project Web Pages to a different than City's Web server, if approved,
should be coordinated with the City's Webmaster for resolving all accessibility and confornvty
issues.
, fi3.7 WEB PAGES UPDATES
Unless otherwise specified and agreed Engineer is responsible for keeping the posted Web Pages
' up-to-date, by sending revisions and updates through the City Project Manager to the City's
Webmaster for posting.
' 64 OVERHEAD ELECTRIC LINE CLEARANCE
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64.1 CLEARANCE OPTIONS
When working in the vicinity of overhead power lines the Contractor shall utilize one of the
following options:
Option 1- Having the power lines de-energized and visibly grounded.
Option 2- Maintaining a minimum distance of 20 feet of clearance for voltages up to 350
kV an 50 feet of clearance for voltages more than 350 kV.
Option 3- Determine the line voltage and provide clearance in accordance with the table
included in Section 64.2.
64.2 REQUIRED MINIMUM CLEARANCE DISTANCES
VOLTAGE MINIMUM CLEARANCE DISTANCE
(nominal, kV, alternating current) (feet}
Up to 50 10
Over 50 to 200 15
Over 20 to 350 20
Over 350 to 500 25
Over 500 to 750 35
SectionlV.doc Page 231 of128 5/15/2012
Section N — Technical Specifications
Over 750 to 1,000 45
Over 1000 (as established by the utility owner/operator or
registered professional engineer who is a
qualified person with respect to electric power
transmission and dishibution)
Note: The value that follows "to" is up to and includes that value. For example, over 50 to 200
means up to and including 200kV.
SectionIV.doc
Page 132 of 128
siisi2oi2
VENDOR'S REFERENCES SHEET OF SIMILAR TYPE PROJECTS
SID LICKTON PARK — SITE CIVII. CONSTUCTION WORKS
PROJECT N0.12-0024PR-A
Site Civil Construction Works sunilaz type work dollar value must be submitted with bidder's proposal and must be fiilled out
completely by printing and legible not providing this form with the bidder's proposal or any blanks left on form shall const�itute the
bidder's proposal is non-responsive and bid will be rejected.
1. Project name: .
Address:
Contact person
$ Value
City:
E-mail address:
Date began: Date Completed:
, State:
Phone:
Fax:
2. Project name: $ Value Date began: Date Completed:
Address: City: State:
Contact person E-mail address: Phone: Fax: _
3. Project name: .
Address:
Contact person
$ Value
City:
E-mail address:
Date began: Date Completed:
. State:
Phone:
Fax:
4. Project name: $ Value Date began: Date Completed:
Address: City: , State:
Contact person E-mail address: Phone: Fax: _
5. Pmject name: $ Value Date began: Date Completed:
Address: City: State:
Contact person E-mail address: Phone: Fax: _
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Sc.�uth�cSt Fl.t�ri�.�: 2379 Broad Street, Brooksville, Florida 34604-6899
,y � ����%„ Mana �,l�t ��l�Ct (352) 796-7211 or 1-800-423-1476 (FL only)
;�� ?� � � , SUNCOM 628-4150 TDD only 1-800-231-6103 (FL ony)
� '� , � '" ` � ' � ` On the Intemet et: WaterMatters.org
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Bartow Service Office Sarasota Service Office Tampa Service OfFice
An Equal • 170 Century Boulevard 6750 Fruitville Road 7601 Highway 301 North
Opportunity Bartow, Fbrida 3383Q7700 Sarasota, Florida 34240-9711 Tampa, Florida 33637-6759
Employer {863) 534-1448 or (9q1) 377-3722 or (813) 9857481 or
1-800-492-7862 (FL only) 1-g00-320.3503 (FL only) 1-800-8360797 (FL ony)
September 05, 2012
City of Clearwater Parks and Recreation Department
Attn: Leroy Chin
Post Office Box 4748
Clearwater, FL 33758
Subject: Notice of Final Agency Action forApproval
ERP General Construction
Project Name: City of Clearwater 5id Lickton Baseball Park
� App ID/Permit No: 668613 / 44021876.003
Counry: PINELLAS
. SeclTwp/Rge: S11/T29S/R15E
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Dear Permittee(s):
This letter constitutes notice of Final Agency Aotion for approval of the permit referenced above. Final
approval is contingent upon no objection to the DistricYs action being received by the District within the time
frames described in the enclosed Notice of Rights.
Approved construction plans are part of the permit, and construction must be in accordance with these
plans. These drawings are available for viewing or downloading through the DistricYs Application and
Permit Search Tools located at www.WaterMatters.org/permits.
The DistricYs action in this matter only becomes closed to future legal challenges from members of the
public if such persons have been properly notified of the DistricYs action and no person objects to the
DistricYs action within the prescribed period of time following the notification. The District does not publish
notices of agency action. If you wish to limit the time within which a person who does not receive actual
written notice from the District may request an administrative hearing regarding this action, you are strongly
encouraged to publish, at your own expense, a notice of agency action in the legal advertisement section of
a newspaper of general circulation in the county or counties where the activity will occur. Publishing notice
of agency action will close the window for filing a petition for hearing. Legal requirements and instructions
for publishing notice of agency action, as well as a noticing form that can be used is available from the
DistricYs website at www.WaterMatters.org/permitslnoticing.
you pu is no ice o ag ncy action, a copy of the affidavit of publishing provided by the newspaper
should be sent to the Reg tation Division at the District Service Office that senrices this permit.
App tD/Permit No:668613 / 44021876.003 Page 2
If you have questions, please contact Richard Alt, at the Tampa Service Office, extension 2045.
Sincerely,
Michelle K. Hopkins, P.E.
Bureau Chief
Environmental Resource Permit Bureau
Regulation Division
Enclosures: Approved Permit w/Conditions Attached
Statement of Completion
Notice of Authorization to Commence Construction
Notice of Rights
cc: Deuel & Associates, Brian A. Barker, P.E.
September 05, 2012
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SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT
ENVIRONMENTAL RESOURCE
GENERAL CONSTRUCTION
PERMIT NO. 44021876.003
EXPIRATION DATE: September 05, 2017 PERMIT ISSUE DATE: September 05, 2012
This permit is issued under the provisions of Chapter 373, Florida Statutes, (F.S.), and the Rules contained in
Chapters 40D-4 and 40D-40, Florida Administrative Code, (F.A.C.). The permit authorizes the Permittee to
proceed with the construction of a surface water management system in accordance with the information
outlined herein and shown by the application, approved drawings, plans, specifications, and other documents,
attached hereto and kept on file at the Southwest Fiorida Water Management District (District). Unless
otherwise stated by permit specific condition, permit issuance canstitutes certification of compliance with state
water quality standards under Section 401 �f the Clean Water Act, 33 U.S.C. 1341. All construction, operation
and maintenance of the surtace water management system authorized by this permit shafl occur in compliance
with Florida Statutes and Administrative Code and the conditions of this permit.
PROJECT NAME: City of Clearwater Sid Lickton Baseball Park
� GRANTED TO: City of Clearwater Parks and Recreation Department
Attn: Leroy Chin
� Post Office Box 4748
Clearwater, FL 33758
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OTHER PERMITTEES: N/A
ABS7RACT: This permit authorization is for the construction of a new surtace water management system
serving a city recreational park. The proposed projeet is for the demolition of an existing little keague baseball
park, the construction of seven (7) new fields, a concession stand, the associated parking, other associated
infrastructure and four effluent fiftration ponds to provide water quality treatment and attenuation. The proposed
project area is located within the watersheds of three Impaired Water Bodies, Stevenson Creek (Tidal Segment) -
WBID 1567, Alligator Creek - WBID 1574 and Allen Creek - WBID 1640B. The Engineer-of-Record has
demonstrated through calculations that the DistricYs presumptive criteria will govern for this project. The ponds
are sized to attenuate the 25-year, 24-hour post-development runoff rate at the 25-year, 24hour
pre-development rate. No wetlands or other surface waters exist within the project area. The proposed project is
located at the northwest corner of Airport Drive and North Satum Avenue in the ciry of Clearvvater, Florida.
OP. 8� MAIN. ENTITY:
OTHER OP. 8� MAIN. EN71TY:
COUNTY:
SEC/TWP/RGE:
70TAL ACRES OWNED
OR UNDER CONTROL:
PROJECT SIZE:
LAND USE:
DATE APPLICATION FILED:
AMENDED DATE:
Ciy of Cleanrvater Parks and Recreation Department
N/A
PINELLAS
S11 /T29S/R15E
19.89
16.39 Acres
Govemment
July 18, 2012
N/A
i. Water Quantity/Quality
POND No. Area Acres � Top of Bank 7reatment Type
Pond 1 0.71 EFFLUENT FILTRATION
Pond 2A 0.13 EFFLUENT FILTRATION
Pond 2B 0.23 EFFLUENT FILTRATION
Pond 3 0.28 EFFLUENT FILTRATION
Total: 7.35
The proposed project area is located within the watersheds of three Impaired Water Bodies, Stevenson
Creek �dal Segment) - WBID 1567, Alligator Creek - WBID 1574 and Alien Creek - WBID 16406. The
Engineer-of-Record has demonstrated through calcutations that the DistcieYs presumptive criteria wifl govern
for this project.
A mixing zone is not required.
A variance is not required.
II. 100-Year Floodplain
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Encroachment Compensation Compensation Encroachment 7
(Acre-Feet of fill) (Acre-Feet of Type Result" (feet)
excavation
0.00 0.00 No Encroachment N/A
*Depth of change in flood stage (level) over existing receivirig water stage resulting from floodplain encroachment caused
by a project that Gaims Minimal Impact rype of compensation.
111. Environmental Considerations
No wetlands or other surface waters exist within the project area.
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Specific Conditions
� 1. If the ownershi of the ro'ect area covered by the subject permit is divided, with someone other than the
P p 1
Permittee becoming the owner of part of the project area, this permit shall terminate, pursuant to Rule
� 40D-1.6105, F.A.C. In such situations, each land owner shall obtain a permit (which may be a modification of
this permit) for the land owned by that person. This condition shall not apply to the division and sale of lots or
units in residential subdivisions or condominiums.
� 2. Unless specified otherwise herein, two copies of all information and reports required by this permit shall be
submitted to the Regulation Department at the District Service Office that services this permit. The permit
number, title of report or information and event (for recurring report or information submittal) shall be identified
�' on all information and reports submitted.
3. The Permittee shall retain the design engineer, or other professional engineer registered in Florida, to conduct
on-site observations of construction and assist with the as-built certification requirements of this project. The
Permittee shall inform the District in writing of the name, address and phone number of the professional •
engineer so employed. This information shall be submitted prior to construction.
� 4. Within 30 days after completion of construction of the permitted activity, the Permittee shall submit to the
Regulation Department at the District Service Office that services this permit a written statement of completion
� and certification by a registered professionat engineer or other appropriate individual as authorized by 4aw,
utilizing the required Statement of Completion and Request forTransfer to Operation Entity form identified in
Chapter 40D-1, F.A.C., and signed, dated, and sealed as-built drawings. The as-built drawings shall identify
� any deviations from the approved construction drawings.
5. The District reserves the right, upon prior notice to the Permittee, to conduct on-site research to assess the
� poflutant removal efficiency of the surFace water management system . The Permittee may be required to
cooperate in this regard by aflowing on-site access by District representatives, by allowing the installation and
operation of testing and monitoring equipment, and by allowing other assistance measures as needed on site.
6. The operation and maintenance entity shall submit inspection reports in the form required by the District, in
accordance with the following schedule.
� For systems utilizing effluent frltration or exfiltration or systems uti{izing effluent filtration or exfittration and
retention or wet detention, the inspections shall be performed 18 months after operation is authorized and every
18 months thereafter.
1 7. Prior to installation of the filter media, the Permittee's contractor shall submit a certified test of the media to the
Permittee's Professional Engineer and the District. The test shalf address the following parameters: uniformity
� coefficient, effective grain size, sieve analysis, percent silts, clays and organic matter, and permeability testing
(constant head). If testing indicates the actual permeability rate is less than the value specified in the permitted
design, a permit modification will be required to lengthen the effluent filtration system . The Permittee shall also
� notify the District Service Office that services this permit, at least 48 hours prior to commencement of
construction of the effluent filtration system, so that District staff may observe this construction activity.
For dry bottom detention systems, the detention area(s) shall become dry within 36 hours after a rainfall event.
If a detention area is regularly wet, this situation shall be deemed to be a violation of this permit.
� 9• Certification of compliance with state water quality standards under Section 401 of the Clean Water Act, 33
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U.S.C. 1341 is waived.
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10. If limestone bedrock is encountered during construction of the surface water management system, the District
must be notified and construction in the affected area shall cease. �
11. The Permittee shall notify the District of any sinkhole development in the surtace water management system
within 48 hours of discovery and must submit a detailed sinkhole evaluation and repair plan for approval by the �
District within 30 days of discovery.
12. The District, upon prior notice to the Permittee, may conduct on-site inspecfions to assess the effectiveness of �
the erosion control barriers and other measures employed to prevent violations af state water quality standards
and avoid downstream impacts. Such barriers or other measures should control discharges, erosion, and
sediment transport during construction and thereafter. The District will also determine any potential �
environmental probfems that may develop as a result of leaving or removing the barriers and other measures
during construction or after construction of the project has been completed. The Permittee must provide any
remedial measures that are needed. .s.
13. 7his permit is issued based upon the design prepared by the Permittee's consultarit. If at any time it is
determined by the District that the Conditions for Issuance of Permits in Rules 40D-4.301 and 40D-4.302, �
F.A.C., have not been met, upon written notice by the District, the Permittee shall obtain a permit modification
and pertorm any construction necessary thereunder to correct any deftciencies in the system design or
construction to meet District rule criteria. The Permittee is advised that the correction of deficiencies may
require re-construction of the surface water management system. �
14. The Permitted Plan Set for this project includes: Construction Plan Sheets 1 through 16 from the submittal
received by the District on August 22, 2012 and Basin Plan Sheets 1 and 2 submitted on August 22, 2012.
GENERAL CONDITIONS
1. The general conditions attached hereto as Exhibit "A" are hereby incorporated into this permit by reference �
and the Permittee shall comply with them.
Michelle K. Hopkins, P.E.
Authorized Signature
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EXHIBIT A
� GENERAL CONDITIONS:
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1. All activities shall be implemented as set forth in the plans, specifications and performance criteria as
approved by this permit. Any deviation from the permitted activity and the conditions for undertaking
that activit}r shall constitute a violation of this permit.
This permit or a copy thereof, complete with all conditions, attachments, exhibits, and modifications, shall be
kept at the work site of the permitted activ'ity. The complete permit shall be available for review at the work site
upon request by District staff. The permittee shall require the contractor to review the complete permit prior to
commencement of the activity authorized by this permit.
3. For general permits authorizing inadental site activities, the following limiting general conditions shall also
apply: �
a. If the decision to issue the associated individual permit is not final within 90 days of issuance of the
incidental site activities permit, the site must be restored by the permittee within 90 days after notification
by the District. Restoration must be completed by re-contouring the disturbed site to previous grades and
slopes r�establishing and maintaining suitable vegetation and erosion control to provide stabilized
hydraulic conditions. The period for completing restoration may be extended if requested by the permittee
and determined by the District to be warranted due to adverse weather conditions or other good cause. In
addition, the permittee shall institute stabilization measures for erosion and sediment control as soon as
practicable, but in no case more than 7 days after notification by the District.
b. The incidental site activities are commenced at the permittee's own risk. The Governing Board will not
consider the monetary costs associated with the incidental site activities or any potential restoration
costs in making its decision to approve or deny the individual environmental resource permit application.
Issuance of this permit shall not in any way be construed as commitment to issue the ass�iated
individual environmental resource permit.
4. Activities approved by this permit shall be conducted in a manner which does not cause violations of state
water quality standards. The permittee shall implement best management practices for erosion and a pollution
control to prevent violation of state water quality standards. Temporary erosion control shall be implemented
prior to and during construction, and permanent control measures shall be completed within 7 days of any
construction activity. Turbidity barriers shall be installed and maintained at all locations where the possibility of
transferring suspended solids into the receiving waterbody exists due to the permitted wwk. Turbidity barriers
shall remain in place at all locations until construction is compfeted and soils are stabilized and vegetation has
been established. Thereafter the permittee shall be responsible for the removal of the barriers. The permittee
shall correct any erosion or shoaling that causes adverse impacts to the water resources.
Water quality data for the water discharged ftom the permittee's property or into the surFace waters of the
state shall be submitted to the District as required by the permit. Analyses shall be performed according to
procedures outlined in the current edition of Standard Methods for the Examination of Water and Wastewater
by the American Public Heafth Association or Methods for Chemical Analyses of Water and Wastes by the U.S.
Environmental Protection Agency. If water quality data are required, the permittee shall provide data as
required on volumes of water discharged, including total volume discharged during the days of sampling and
total monthly volume dis-charged from the property or into surface waters of the state.
6. District staff must be notified in advance of any proposed construction dewatering . If the dewatering activity is
likely to result in ofFsite discharge or sediment transport into wetlands or surFace waters, a written dewatering
plan must either have been submitted and approved with the permit application or submitted to the District as
a permit prior to the dewatering event as a permit modification. A water use permit may be required prior to
any use exceeding the thresholds in Chapter 40D-2, F.A.C.
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7. Stabilization measures shall be initiated for erosion and sediment control on disturbed areas as soon as
pracdcable in portions of the site where construction activities have temporarily or permanently ceased, but in
no case more than 7 days after the construction activity in that portion of the site has temporarily or
permanently ceased.
8.
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11
Off-site discharges during construction and development shall be made only through the facilities authorized
by this permit. Water discharged from the project sha{I be through structures having a mechanism suitable for
regulating upstream stages. Stages may be subject to operating schedules satisfactory to the District.
The permittee shall complete construction of all aspects of the surface water management system, including
wetland compensation (grading, mulching, ptanting), water quality treatment features, and discharge control
facilities prior to beneficial occupancy or use of the development being served by this system.
The following shall be properly abandoned and/or removed in accordance with the applicable regulations:
Any existing wells in the path of construction shall be properly plugged and abandoned by a licensed well
contractor.
b. Any existing septic tanks on site shall be abandoned at the beginning of construction.
c. Any existing fuel storage tanks and fue! pumps shall be removed at the beginning of construction.
Afl surface water management systems shall be operated to conserve water in order to maintain
environmental quality and resource protection; to increase the efficiency of transport, application and use; to
decrease waste; to minimize unnatural runoff from the property and to minimize dewatering of offsite property
12. At least 48 hours prior to commencement of activity authorized by this permit, the permittee shall submit to the
District a written notification of commencement indicating the actual start date and the expected completion
date.
13. Each phase or independent portion of the permitted system must be completed in accordance with the
permitted plans and permit conditions prior to the occupation of the site or operation of site infrastructure
located within the area served by that portion or phase of the system. Each phase or independent portion of
the system must be completed in accordance with the permitted plans and permit conditions prior to transfer
of responsibility for operation and maintenance of that phase or portion of the system to a local government or
other responsible entity.
14. Within 30 days after completion of construction of the permitted activity, the permittee shall submit a written
statement of completion and certification by a registered professional engineer or other appropriate individual
as authorized by law, utilizing the required Statement of Completion and Request for Transfer to Operation
Entity form identified in Chapter 40D-1, F.AC. Additionally, if deviation from the approved drawings are
discovered during the certification process the certification must be accompanied by a copy of the approved
permit drawings with deviations noted.
15. This permit is valid only for the specific processes, operations and designs indicated on the approved
drawings or exhibits submitted in support of the permit application. Any substantial deviation from the approved
drawings, exhibits, specifications or permit conditions, including construction within the total land area but
outside the approved project area(s), may constitute grounds for revocation or enforcement action by the
District, unless a modification has been applied for and approved. Examples of substantial deviations include
excavation of ponds, ditches or sump areas deepec than shown on the approved plans.
16. The operation phase of this permit shall not become effective until the permittee has complied with the
requirements of the conditions herein, the District determines the system to be in compliance with the
permitted plans, and the entity approved by the District accepts responsibility for operation and maintenance of
the system. The permit may not be transferred to the operation and maintenance entity approved by the
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18.
District until the operation phase of the permit becomes effective. Following inspection and approval of the
permitted system by the District, the permittee shall request transfer of the permit to the responsible operation
and maintenance entity approved by the District, if different from the permittee. Until a transfer is approved by
the District, the permittee shall be liable for compliance with the terms of the permit.
Should any other regulatory agency require changes to the permitted system, the District shall be not�ed of
the changes prior to implementation so that a determination can be made whether a permit modification is
required.
This permit does not eliminate the necessity to obtain any required federal, state, local and special District
authorizations including a determination of the proposed activities' compliance with the applicable
comprehensive plan prior to the start of any activity approved by this permit.
19. This permit does not convey to the permittee or create in the permittee any property right, or any interest in
real property, nor does it authorize any entrance upon or activities on property which is not owned or controlled
by the permittee, or convey any rights or privileges other than those specified in the permit and Chapter 40D-4
or Chapter 40D-40, F.A.C.
� 20.
21.
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The permittee shall hold and save the District harmless from any and all damages, claims, or liabilities which
may arise by reason of the activities authorized by the permit or any use of the permitted system.
Any delineation of the extent of a wetland or other surtace water submitted as part of the permit application,
including plans or other supporting documentation, shall not be considered binding unless a specific condition
of this permit or a formal determination under section 373.421(2), F.S., provides otherwise.
22. The permittee shall notify the District in writing within 30 days of any sale, conveyance, or other transfer of
ownership or control of the permitted system or the real property at which the permitted system is located. All
transfers of ownership or transfers of a permit are subject to the requirements of Rule 40D-4.351, F.A.C. The
permittee transferring the permit shall remain liable for any corrective actions that may be required as a result
of any permit violations prior to such sale, conveyance or other transfer.
23.
24.
25.
Upon reasonable notice to the permittee, District authorized staff with proper identification shall have
permission to enter, inspect, sample and test the system to insure conformiry with District rules, regulations
and conditions of the permits.
If historical or archaeological artifacts are discovered at any time on the project site, the permittee shall
immediately notify the District and the Florida Department of State, Division of Historical Resources.
The permittee shall immediately notify the District in writing of any previously submitted information that is later
discovered to be inaccurate.
SOUTHWEST FLORIDA
WATER MANAGEMENT DISTRICT
NOTICE OF
AUTH�RIZATION
TO COMMENCE CONSTRUCTION
City of Clearwater Sid Lickton Baseball Park
PROJECT NAME
Government
PROJECT TYPE
PINELLAS
COUNN
S11/T29S/R15E
S EC(S)/'TWP(S)/RG E(S)
City of Ciearwater Parks and Recreation Department
PERMITTEE
APPLICATION iD/PERMIT NO: 6sss�3iaao2�s76.003
DATE ISSUED: September 05, 2012
,��� �� ' ��� Michelle K. Hopkins, P.E.
�� o
'�,,��.�o� Issuing Authority
THIS NOTICE SHOULD BE CONSPICUOUSLY
DISPLAYED AT THE SITE OF THE WORK
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Notice of Riahts
ADMINISTRATIVE HEARING
You or any person whose substantial interests are or may be affected by the District's action may request
an administrative hearing on that action by filing a written petition in accordance with Sections 120.569
and 120.57, Florida Statutes (F.S.), Uniform Rules of Procedure Chapter 28-106, Florida Administrative
Code (F.A.C.) and District Rule 40D-1.1010, F.A.C. Unless otherwise provided by law, a petition for
administrative hearing must be fifed with (received by) the District within 21 days of receipt of written notice
of. agency action. "Written notice" means either actual written notice, or newspaper publication of notice,
that the District has taken or intends to take agency action. "Receipt of written notice" is deemed to be the
fifth day after the date on which actual notice is deposited in the United States mail, if notice is mailed to
you, or the date that actual notice is issued, if sent to you by electronic mail or delivered to you, or the date
that notice is published in a newspaper, for those persons to whom the District dces not provide actual
notice.
2. Pursuant to Subsection 373.427(2)(c), F.S., for notices of agency action on a consolidated application for
an environmental resource permit and use of sovereignty submerged lands concurrentiy reviewed by the
District, a petition for administrative hearing must be filed with (received by) the District within 14 days of
receipt of written notice.
3. Pursuant to Rule 62-532.430, F.A.C., for notices of intent to deny a well constructiorr permit, a petition for
administrative hearing must be filed with (received by) the District within 30 days of receipt of written
notice of intent to deny.
4. Any person who receives written notice of an agency decision and who fails to file a written request for
a hearing within 2� days of receipt or other period as required by law waives the right to request a hearing
on such matters.
5. Mediation pursuant to Section 120.573, F.S., to settfe an administrative dispute regarding District action is
not available prior to the filing of a petition for hearing.
6. A request or petition for administrative hearing must comply with the requirements set forth in Chapter
28.106, F.A.C. A request or petition for a hearing must: (1) explain how the substantial interests of each
person requesting the hearing will be affected by the District's action or proposed act�on, (2) state al!
material facts disputed by the person requesting the hearing or state that there are no material facts in
� dispute, and (3) otherwise comply with Rules 28-106.201 and 28-106.301, F.A.C. Chapter 28-106, F.A.C.
can be viewed at www.flrules.org or at the DistricYs website at www. WaterMatters.orglpermits/rules.
� 7. A petition for administrative hearing is deemed filed upon receipt of the complete petition by the District
Agency Clerk at the District's Tampa Service Office during normal business hours, which are 8:00 a.m.
to 5:00 p.m., Monday through Friday, excluding District holidays. Filings with the DistrictAgency Clerk may
be made by mail, hand-delivery or facsimile transfer (fax). The District does not accept petitions for
� administrative hearing by electronic mail. Mailed filings must be addressed to, and hand-delivered filings
must be delivered to, the Agency Clerk, Southwest Florida Water Management District, 7601 US Hwy. 301,
Tampa, FL 33637-6759. Faxed filings must be transmitted to the District Agency Clerk at
� (813) 987-6746. Any petition not received during normal business hours shall be filed as of 8:00 a.m. on
the next business day. The District's acceptance of faxed petitions for filing is subject to certain conditions
set forth in the District's Statement ofAgency Organization and Operation, available for viewing at
www. WaterMatters. org/about.
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JUDICIAL REVIEW
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1. Pursuant to Sections 120.60(3) and 120.68, F.S., a party who is adversely affected by final District action may �
seek judicial review of the District's final action. Judicial review shall be sought in the Fifth District
Court of Appeal or in the appellate district where a party resides or as othervvise provided by law.
2. All proceedings shall be instituted by filing an original notice of appeal with the District Agency clerk within :�
30 days after the rendition of the order being appealed, and a copy of the notice of appeal, accompanied
by any filing fees prescribed by law, with the clerk of the court, in accordance with Rules 9.110 and 9.190
of the Fiorida Rules of Appellate Procedure (Fla. R. App. P.). Pursuant to Fla. R. App. P. 9.020(h), an
order is rendered when a signed written order is filed with the clerk of the lower tribunal. �
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� City of Clearvvater Parks and Recreation Department
Attn: Leroy Chin
Post Office Box 4748
� Clearwater, FL 33758
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Deuel & Associates
Brian A. Barker, P.E.
565 South Hercules Avenue
Clearwater, FL 33764
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SECTION V
CONTRACT DOCUMENTS
Table of Contents:
CONTRACTBOND .....................................................................................................................1
CONTRACT.................................................................................................................................. 3
CONTRACTOR'S AFFIDAVIT FOR FINAL PAYMENT ..................................................... 6
PROPOSALBOND ...................................................................................................................... 7
AFFIDAVIT.................................................................................................................................. 8
NON-COLLUSION AFFIDAVIT ............................................................................................... 9
PROPOSAL.................................................................................................................................10
CITY OF CLEA.RWATER ADDENDiJM SHEET .................................................................13
BIDDER'S PROPOSAL .............................................................................................................14
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SectionV.doc
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7/26/201.2
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� S'I'A'1'E OF �LORIDA
C't)UN`I'Y OH
BUND NUMBH:K:
CUNTRAC'T BOND
' KNC)W ALL MF;N BY "1'NF:SF; 1'RESI�,N`1'ti: I'hat wc AI.TCI CUNSTRUC`CIUN C'U.. INC. �,,
(:;c►ntractor and DEVELOPFIL.S SLIRETY ANll INUEMNI'1'Y COMPANY (Surcty) wh��sn c��mc
a�dress is P. O. BOX 1972,i, IRVINF, ('AI,tFORN1A 92623 HFREINAFTF,K CAI.I.F,D THE
' "Surety", are helcl and finnly tx�und intu the C'ity �►f� C'learwater, Fluri�n (hcr�indflrr c.allcd thc
°Ownt:r") in the peual sum uf: ONF; MILLION kOR"I'Y-EIGN"T 1HUUSAND NINE
HUNDRED TWENTY-TWO DOI,LARS AND SIt7'Y C'[� NTS �51.048.922.60) tor thc p;ty�nei�t
� uf which w� hind o�irselves, c�ur heirs, executors, administrators, success«rs, and assi�;ns fi�r thc;
faithful �erti�rmanc.e of a uertain writteu a�ntrzct, dated the _ �1ay uf _ _,
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2(? , entered inf�� ftctw�een the ('<inlract��r an�i thc ('ity uf ('Icarwatcr ti�r: SID I..It'h`I'C1N f'AItIC -�
' SITE C'IVIL GONSTItUCTION PROJEC'T NO. 12-INI24PR-A a �c►��y ol� which :+aid cimtract is
incrnporated herein by reference at►d is made a part hereof � if fully capied he.rein.
NnW '!'HH;1Zf�.Et)IZl�:, 'CHH: CONDI'I'tONti ON 'THIS OBLI(:ATIt)N AKE tiU('11. that if lttr
� Ccmtra�tor st�iall in all rrspec:ts r��ta�ply �vith thc; t�rms and conJiti�ms c�f sai�i c��nh•act, including thi:
rn�e-��ear guarantt� e�f material anci labc►r. �md his uh(i�;atiuns thrreundrr, includin� th� contraet
dckumente (wl�ieh include thc Adv�itiscment tor 13ids, F�nn c�t` Pr��x�ktl. I��,rrn ut�C�tintract. (=urm ui�
� Suretv Run�1, li�structi��ns tu k;idders, General Cunditic�ris aud Technical ti�x:�iticati<ms} a«d the
['lans an� ���eciticatirms thercin rctcrred t�► and ��i��le a part thereof, an�i such alterati�ms �is m�ty bc�
tnadr in �4�i�1 Planti ancl ��ic:cifirati�►ns �i, thrrcin �irovidcd tor, aud sh.�ll iudemiiity and save h��rmt�s:.
� th� kiid Owner a��ainst and tr��m all casts, cx��cnscs, damagcs, injury „r c�mduct, want ��f c:arr ��i•
skill, negligence ur drtault, includinK p;it�nt intrin4�cmc;nts on thc pa��t c►f tlic said C'ur�tractur aKents
c�r cm�lc►yc�c.s, in the execution or perfurtnance of Said �ontract, including erre�rs in the plans
' furnishcd by thc ('ontractor, ancl further, it� such "Cou�ractvr" ur "Cuntractors" shall prompt[y makc
payment� te► all Ex�r�m� su�plyin� him, lhem ��r ii, (alwr, malerial, an�1 supplies usecl directly ur
indirectly by saiJ Contractor, Contractorti, Suh-Ccmlractor, c�r Sub-C��ntractors, in thc prusccuti�n of�
� t.he w��rk pruvidcJ ti�r in �aid (.'antra�l, this ��hli�.ation ,hall Ix: void, uthcrwisc, tllc Cui�trac:lur atid
Surety juintlt� �ind tieveralltij <<<►ree tc� ��ay tc� the (�wner �iny ciiffrrencc hetwern thc sttm tc� which thr
�ai�i (',►ntr,�rt��r �vould l�e e.nlitlyd un ihr. cc�mrleliem uf the C'e,ntrar.t. �in�l t11a� which the �)��nrr rnay
' he uhli�!e�l tc► Eriy liir the a�m�lction ��i� k�i�l wc�rk hy contr��ct c�r c�thcr�vi.c. �� any da���a�cs. �lircct cir
ir�direct, ��r consequential, tvhich s:tid �-)�vner may sustain on izccounr �r such w�rk, �rr rny account r►f
th� I�iilur� t►f the sai�1 C'unUact��r tu ��r�►��c.rly ,�nd in all thin��s, ke�p and excrute .�II thc ��rc►visi��ns ��f
, s��id contract.
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1��nuar! t„r <�t!n dcKx P;n�r I„� ��� 7/_'n/2tll'
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COIYTRACT BOND
(2)
Atad the said Cuntractur ar�d Surety hereby fiutlier bind lhemse(ves, their tiucecs.sors, executors,
administrators, and assigns, j�ittlly �uiJ severally, that they will amply and fully protect the said
Uwnc;r against, and will pay any and all amounts, damages, cu�is �uid judgmenta which �i�ay br;
recavered against or which the nwner may be called upon to pay to any person or corpnration by
reason of any damages arising from the performance of said work, or of the repair or maintenance
thereot; ur lhe manner uf duin� thr sai»e or the ne�;lecl ol� the said Cc�ntractor or his agents crr
servants or the improper performance of the said work by the Contractor or his a�ents or servants, c►r
the infiin�;ements of any patcnt rights by reasc�n of the use of any material fiirnishcd or work done:
as af�resaid, or otherwise.
And the �tid Contractor and Surety hereby tiirther bind themsclves, their successors, heirs.
cxecutors, :�ciminitilrators, and assigns, iointly and severally, lo repay the owner any sum which thc
Owner may t�e compelled to �ay because of any lien for labor material furnishcd f�r the work,
embraced by said Contract.
And the said Surety, fc,r thc valuc rccc;iv�l, hcreby slipulates and agrees that no chang�, 4xt�n�ion ��(�
time, alteration or additian t� the tcrnts of the contract or to the work to be perfonned thereunder or
�hc s��c�ificzYti��ns r�ccc�m�n_yin� the san�� tihall in any way �71tcc1 it�: �,hli�atians �m this t�nd, aiacl it
does hereby waive nc�tice ot-any such chan�*e, extension �f time, alterati��n or additi�m tc► thc tern�s
c�f the contraet or to the work e�r t�� the sPeriGeaticros.
[N TF.S'I'IMONY WNEItF:Oh', witncss the hands and seats otthe parties he.rcto this.____
day of ____�____.---� 2U
A1.TU CONS'fRUC'T'lON CU., INC.
('ON'i'RACi'OR
ATTF.ST:
WITNESS:
('Oi1NTEItS t G N t? U:
�y: _
StJRETY
ay:__ _
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A'1"1'OKN N:Y-IN-FACT
Contract li,r si�n.d�xx Pa�±c 2 of 16 7/26/2t112
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Bt)NU NUMtil�,k: 479513P
CUNTRACT BONU
S'1'A7'L OF CLURIDA
(;(�UN'('�� ()H Hillsborough
KNOW ALL MFN BY THFSF PRFSFNTfi: "fhat wc ALTO CONSTR[ICTION CO., tNC. a�.
Gontractoc and DEVELnPEIt.S Si1RETY AND iNDEMNITY COMPANY (Surety) whosc hom�.�
�ddress is P. O. BOX 19725, IRVINF, CALIFURNIA 926Z; HFREINAFTF.R C:ALI,ED TH�?
"Surcty", arc hcld and finnly bound inta thc City of Glcarwater, rlorida (hereinafler caticd thc�
"Owner"� in the penal sum of: ONE MILLION FORTY-EIGHT THOUSAND IV1Ni�;
HUNDRED TWEIYTY-TWO DOLLARS AIYD SI7�TY CEtYTS �S1,Q48,922.601 fc�r the pstymen�;
of which we bind ourselves, aur heirs, executors, adminisl�ators, successors, and assigns for tl�r,�
faithful perfi�rn�ance of a certain written contract, dated the 1� dsy of Janua�'
2013 , entered into Uetween the Coe�tractor and the City af Clearwater far. Sill L[CK'TON !'ARK -�
SiTE C[VtL CONSTRUCTIUN PROJEC'I' NO. IZ-p024PR-A a copy of which said contraci i��
incorporated herein by reference anci is rnade a part hereof as if fully capieci herein.
NOW "I'HCREHOKL, THE CONDITIONS 4(' THIS QBLIGATIUN ARG SIICH. that if th�:�
Co��tractur shdll ui all respce:ts camply with ihe tCrms atzd ewiditeuns of saiJ conti:�et, including thr.:
one-year guarautee of material anci labor, ancl tiis ubligatiuns thereunder, including the contrac��
documents (which inctude the Advertisemettii ior Bids, I=om� of Aru�c�sal, Furni e�f'Ccmtract, Form u4'
Suret� BunJ, Instructions tu Bidders, General Can�litions and Teehnical Specihcatic�nsj and th�:�
Pla��s and Speciiic�dons therein refecred to and made a part thereof, and such alterations as m�y b�c�
made in said Plans anJ Specific:atiims as lhcrein provided for, and shal) indemnity :u�d save harmles:;
the said (�wner against and From al) �osts, expenses, damages, injury or comiuct, want of care c�u�
skill, negli�;ence or deiault, includin�; patent infringements on the parl af the said Coniractor a�en�;
c>r ciiiployces, in the e:xecution or perfonnance of said contract, includinb erre�rs in the plan�>
f'urnishrd by ihc C�mtractar, and further, if siwh "Contractor" or "Conlractors' shalE promptly m�ka:
p�ymcnts to all perscros sup�lyin� him, them or it, lab�r, material, and supplies used directfy ar
iudirectly by sai� Ccmtract�zr, t;onirartors, Sub-Conlcactor. or Sub-C�mlraciczn, in the prusccuti�n a�l�
the work �rovidcd for in said Conlract, this obligatic�n thall lac voi�l, othuwisc, thc Contractor anal
Surety jnintly �md severally �igree tei pay Io the n�vner any diffcrcncr be-hvc:rn thc sum tc� whirh thc
said C'e�ntracte�r would bc entitteJ on th� completian af ti�e C'��ntract, and tha� which the (hviZCr may
b� ohli�cct lu p�iy Cor thc complction �I� ��id �vork h�� contracl c�r nthcnvisc, � any �iama�cs. dircct r�r
inclircc:l, cir conse��uential, �vhicli saicl Chvncr rn�ry sustain on accuttut ot su�h wurk, ur c��� accciunt r�f
the lailure ��i� the said ConErtctor [« nro�erly and in �ill thin�s, keep anJ ex�cutr �tll th� ��rovisiuns c�t
s�tid c�ntracl.
l'nnli��r1 I��r �i�t� d�.�i� I':r_�r I n( ��� 7/_'h/?IIII?
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C4NTRACT BOND
(2)
And thc said Contr�ctur ar�d fiurcty hercby hiriher bind themselves, their tiuccessors, e!Cecutors.
administrat�rs, and assigns, joit�tly and sever�lly, that thcy wi11 amply :,uic� !ully protect the said
Uwner a�ainst, and wiU pay any and all amowits, �ian�ages, cusl5 asid judbments which may be
recovered a�ainst nr which the nwner may he called up�n to pay lc� any pers<sn or cor�nration by
reason of any damagcs arising trom the performartce of said work, �r af thc repair or maintenance
li�e:ri:ul; or the tuanner uf doing thc s�me �r the ne�;lc�;t of� the said C'ontractar or his agcnts or
servants or thc improper performance of thc said work by th� Contractnr or his a�ents or servants, or
the infringernents �f any patent riglits by re�on of thc use of any material fiirnished or work dc�ne:
�s aforesaid, or otherwisc.
And the said Cnntractc�r and Sttrety hereby further bind themselvcs, their successc�n, heirs.
executc�rs, administrators, and a�.5igns, jointly and severally, to repay th� owner any sum which tlic
Owner may be compelled to pay because uf any licn for labor matcriat fitrnished for the work,
embraced by said Contract.
AnJ the said Sur�ty, f��r the valuc reccived, hc:reby stipulates and agrees that na change, exten�ion ai'
time, alteration or addition to the tenns of the cvnir�ct ur to thc work to be performed thereunder or
the specifieatio�is ac;eompanying the same shall ii� an}� ►vay atiec:t its obli�atians on this bond, artd it
does Iticreby waive notice of any su�h chan�e, extension of time, alte�alion or addition t� the terms
of the contr�et or to the work or tu the specircatiorts.
IN TESTIMONY WHERCOF, witness the hands and seals of the parties heret� this 3�.��: ,;
day of January • ��� 13 ..
ALTO CON�'TRUCTtt?N•�fl:�-�l�VCs��°�.
CON7'RACT�' `'.,. `f `. �.
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ay:_
.St-�.waN t C. Sn. � ; ` .�.��.� �%�,��'-
W�'I'NESS:
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Daniel F. Wagner
('�nlracl li�r,i�!n d�K:�
I'agc ? ul' 1 G
Developers Surety and Indemnity Company
,� �. ,._
` � � � � �
By: `�,,"_'
ATI'OItN N Y-1lV-FA�-.'�' `,�'' n°• , Fcy; w`a�er
• � t� .,. c:� ` ;.
���' �}�' .v • _
�-+•� 'r�f . ,
���'�� � .....
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POWER OF ATTORNEY FOR
DEVELOPERS SURETY AND INDEMNITY COMPANY
PO Box 19725, IRVINE, CA 92623 (949) 263-3300
KNOW ALL BY THESE PRESENTS that except as expressly limited, DEVELOPERS SURETY AND INDEMNITY COMPANY, dces hereby make, constitute and appoint:
"""Daniel Fulton Wagner*"*
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as its true and lawful Attorney(s)-in-Fact, to make, execute, deliver and acknowledge, for and on behalf of said corporation, as surety, bonds, undertakings and contracts of suir;tyship
'giving and granting unto said Attorney(s)-in-Fact full power and authority to tlo and to perform every act necessary, requisite or proper to be done in connection therewith as eer�h of said
corporation could do, but reserving to each of said corporation full power of substitution and revocation, and all of the acts of said Attomey(s)-in-Fact, pursuant to these presenis, are
hereby ratified and confirmed.
'This Power of Attorney is granted and is signed by facsimile under and by authority of the following resolution adopted by the Board of Directors of DEVELOPERS SURETYAPID
INDEMNITY COMPANY, effective as of January 1st, 2008.
RESOLVED, that a combination of any two of the Chairman of the Board, the President, any Executive Vice-President, Senior Vice-President or Vice-President of the
'corporation be, and that each of them hereby is, authorized to execute this Power of Attorney, qualifying the attorney(s) named in the Power of Attorney to execute, on behalf a1'the
corporation, bonds, undertakings and contracts of suretyship; and that the Secretary or any Assistant Secretary of the corporation be, and each of them hereby is, authorized t�:� attest the
execution of any such Power of Attomey;
RESOLVED, FURTHER, that the signatures of such officers may be affixed to any such Power of Attorney or to any certificate relating thereto by facsimile, and arnr such
'Power of Attomey or certificate bearing such facsimile signatures shall be valid and binding upon the corporation when so affixed and in the future with respect to any bond, un�iertaking
or contract of suretyship to which it is attached.
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IN WITNESS WHEREOF, DEVELOPERS SURE7YAND INDEMNITY COMPANY has caused these presents to be signed by its officers and attested by its Secretary orAssisL�nt
Secretary this October 4th, 2011.
By: \ ' G2�
Daniel Young, Seoior Vice-President
By: /�� Q �
Steve A. Tvedt, Vice-President
State of Cal'rfomia
County of Orange
On October 4, 2011
Date
' personally appeared
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; yJa`���PORql�F�,'•:
'y '�G E`� � �'
a : OCT. �: <
u+? 10 :n
o�=; 1936 ;�
%'�7�0. /OWP,.���'aa;
before me, Mtonio Alvara�, Notary Public .
Here insert Name and T�le of the Officer
Daniet Young and Steve A. Tvedt
Name(s) of Signer(s)
who proved to me on the basis of satisfadory evidence to be the person(s) wtrose name(s) is/are sul�scribed to
� the within insUumeM and acknowledged to me that he/she/they exea�ted the same in hismerltheir authorized
��p �Va�� capacity(ies), and that by his/hedtheir signature(s) on the ir�shument the person(s), or the entity upon behalf of
� �OMM � �880643 which the person(s) acted, executed the insVument
� �� ��� I certify under PENALTY OF PERJURY u�er the laws of the Siate of Califomia tliat the foregoir�g paragraph is
3 � � Vue and correct.
oortwn. s�Mes 9, 2013
WITNESS my hand ar� o(ficial seal. ,,,
Place Notary Seal Above Signature "` .
Antonio Alvarado, Notary Public
CERTIFICATE
The undersigned, as Secretary or Assistant Secretary of DEVELOPERS SUREiY AND INDEMNITY COMPANY dces hereby certify that the foregoing Power of A�:rorney
remains in full force ar�d has rwt been revoked and, furthermore, that the provisior� of the resolution of the Board of Directors of said corporation set fath in the Power of Attorney are in
force as of the date of this Certificate. ���
This Certificate is executed in the City of Irvine, Califomia, this� day of�qn�a ,� ��
�
By: � (�
regg Okur , istant Secretary
ID-1438(Rev.10111)
!CC►NTR��'T
`I"hzs �O�T'Rt4CT mat�� and ent�red iz�� this (!o da}� t�f J r) a �(� ( 3 bv an��;
b�t�ueen �h� City o� Cleatwat�r, Fiorida, a mwzie�p�1 corpar�ti�n, ��r�i after d�si�nated as tht::
"����„ . a�� .a�,�~c� CUNSTRLiCTItiN CCt., ��rc.; �� �t�� city �� ����� �c�u��y �i,
��L�L���ll��iU�H �nd St�te of Ficrrida,:hereinaft�r desi�nat�d as the '"Co�tractc�r".
�'�ITNE�SET�I:
"Fhat the �ar�ies t� th.is �ontr�ct each in c.�nsider�tzt�n Q� ti�e underta��i�gs, promis�s ant� a�reem�nt:;;
an th� part of` the other �erein co�tained, da hereby t�d�rtaJce, promi�e and agree as �c�lto�vs:'
T�e Contr�ctc�r, and his ax its successc��, assigns, executc�rs 4r admir�istrators, in cc�rzsideratic�n vf th�:�:
s��s of �ria��'y as herei�r aft�r set forth tc� b� paicl by t�� City and to Che Cvntract�r, shali anti will aa;
t�eir ovvz� cost and ��p�nse p�r#'c�rr�� all lab�ar, furnish all materials, tat��s and ec�u�pment for th+:�.
fol�o�ing; sr� L�c�€Tt��t PAR� —��'�� clv��, c�3i�sTRUCTit�� P��.TECr 1�a.1z-uoz�-rR-� Iry,
T�IE �.MfJ�il�iT �F 1tiII'�II� i�CTND I3 FT�"i'Y-THRE� THOITSAND EIGI�TY-S���;
..
�t3LLAR� ��+1D �'I'�� CE�;TS ,����3.�}�f,.U5l
In accvrdat�ce with such prog�asal and technical su�pl�men:tal spe�ifi�atic�ns and sc�ch c�ti�er specia;�
provisions anc� draw�ings, if anv, wl�ieh will 1�e �ubmitted by the City, t��ether �c�it� an;t`
ad�{ertis�nnent,-instructic�ns to brcidess, ge�eral condi��ns, prapc�sal and bond, ��fiich rns� be heret{a
�t��ched, �d �ny dr�:wings if �ny� whieh may be ��reiz� r�ferred tc�, are hereby rna�I� � part af thi:;
c€��tract, ar�d a�l a� s�id w�r� to �e perfc�rrned and ec�mpleted �y the cantractor and its snc�essar��
art� as�i�ns �hall be futl}r c�arnpl�ted in a�oc�d and ��orkrnanli�Ce man7zer to the sati�ta+ctit�r� of th+:;
�City.
If the Cdntra�tc�r shauld f�il to cc�mply u�ith an� of the terms; conditions; provisions t�r stipulationsc
as �antained h�rein wit�in the ti�ne speci�e� fQr c�mpletic�n c�f the �n�k ta l� perfdr�ed by t��;.
Cvntractar, then the Gity, rrray at its opticrn, avail itself of any Qr at1 remedies pro��ided on its laehal;F
az�d shall have th� right to proce�d tQ ct�mplete such ��ark as �Contractor is c�bligated tt� perform i��i
acc�rdance r�rit�� the prc�visions as contain�d l�erezn,
�� 4�� l-.Ii..�� 1'!J� ti.i�JJ' �l� iJ.[1 ��'1'w7 �:Ui..��.�7w7�it� L°iil� 1�.�i3Ai.sl7a� if�}�..3 R�.RG�G�JI�t`
A�RE;E T�3 ASSI.T�IE� "THE UEF�1'tii�� f3F ANY' L�G�4L ACTIO�I VtiHICH 1''�A'Y Bl;
BRflUG�T A:GAI�+iST THE C�'TY A� A RESI3LT (}F T�E CUNTRACTt;R'� ACTi�'�TII���►
AItISING ()L1T �}F THi� C{J1�TRA�."T AND �`U�THERMtiRE, IN CONSIDERATIC�� t}l;�'
THE TERM�, �'�'IP`�3�ATI�3N� AND CONDITIC?NS AS �(?l"�ITAINFU HERE��, AGItEE;��
TCl HULD Ti3E CI"�Y FRE� ANI; H��ML�SS �RQl1�i A:�i� �ND ALL CLA.I�[S F`CUI�.
E►Ai�A�ES, COSTS U�' �UITS, .IUDGMENTS t�� �ECR,EES RE�auLTING FR(�1�1 AN7rT
CL�.�MS M�D� U���R THIS C(?NTRACT AGAII'�IST T%�E �ITY' C}i� THI;
+C(?�tT�tACT+�?R (31Z THE CttI��TTRA�CT@l�'S SL3B-+CQI�TRACT(1RS, �GENT�. SERVA�T,'f
tiR EMP�..C?Y'EES �ES[TI.iIt�G FR�M ACTIVITIES B3�' THE AFtJ�.Ei'ViEN'I'I�I'�Ei;1
CC}NTRACT!�.?RT �UB-�Ctl�I�TRACTflit, A�EI�T SEi2VA�VTS C)R EMPL(}YEE��
�isntracc fur s�grs,do�� I�a�e 3��t' (� ?J2f�I!Z03 2
G[}�TRAC'T;
���
Iri addition tca t�ie fc�reg�ing provisic�ns, the C�n�rac�or �grees t� coz�form t4 the follc�wing �ret�uir�ments:
irr cc�t�ne�tic�n rx�th the perf'c�rm�ce af 'w�r�c under-this cc�n�racr, the Cc�ntra�t�r a�rees n�t tR_�
dis�rim�naE� a�in�t any �rnployee t�r ap�licant fur �mplc�yment because of race, s��, r��igian, cc�Ior, aj�
national origirt.; The a�oresaid prc�visic�n shall includ�, taut rtt�t be limited t�, the fc�tic�vsing,
�rnplc�ymeni, up�rading� derr�c�t�on, oi transfer; recruitrn�nt �r reeruitment advertising;; la�-Off oa�
tet�ninati�n, rates of pay ax other fot=ms af camp�ns�tit�n, and selection for training, in�cludin;<<
ap�r�niices�ip: The C+�ntracivr agrees to past hereafter in conspicuous plac��, �v�ilable far �rn�Zloye�s;
�r a�plicant� for �mplaym�nt, nc�tices t� Y�e p�o��ided by the COTlt2'i€Giitt� t)�i�2� 5��1T1� �fl1'�1 LE"lE;
provisi+�ns af the ncsn-c�iscrimination ciause,
`T�ae Conzraciar fit.rther agrees to insert the fc�regt�in� provisions in a1'l ct�nt�acts hereuttd�z, i�ciudin;t;
cc�r�tracts or a.g�e�men#s w%th l��r unions antl/�r wp���r's re�res�ncativ�s, exc�p� sub-�v�tractars �c�r
sta�dard com�ne,c�iaJ supplies or raw maierials,
It is mutuall�r �ed betwe�n the parti�s h�r�to that time is af the essence of th�s �t�nira+ct, ancl in th�.
everxt that the wor�C to be p�rfarmed by the C�ntractor is not completed within the ti,me stipula�teci
h�rein, it is th�n further agr�d t�at the Ciry may de�iuct fram such surrt� c�r c�mpensa.tior� as rnay t���
dt�� tc� the Co�ttra�tc�r the sum af ��.��Q.O�J per ciav f�r each d�y itzat the wc�rk to be perfarmed by t���
�t�ntractor rem�tins incompl�% t�yc�nd the time limit specified herein, r�llach suzn af �l O��.Q� �e�r
��, sk���1 a�ly and sol�l� represeni damages w�icl� th� Gity h�s sustaaned by re�son t�i'the failure �rftla,�
Gc�ntraetc�r to ct�mplete tl�e �?v�rk wzthin tkze time stiputated„ it be�ng fi�rrhe� agreed tl�at this sum is �ot t+�
be �c�nstru�d as a p�nalty b�t is onl� to be corrstrued as liquidated damages for failure c�fth� Caatr�ctt,r
xo cc�mplete and perf�rr�c all �vt�rk within the time period as speci�ed in this contract.
Ii is tu�ther t�utuallv a�eed betv�een the Ciry and the +G�zntractt�r tl�at if, any time af�er the exe�cutivn c:�f
t�is contract and the surety� bond wlazch is att�ch�d �ereto fc�r th� faithfiii perfarrnan�e +�f th� t�r�`�rns an4�
conditions as �ontainet� her�in bv #he Cot�tr�ctar, that the City� shall at any tirne d�em the surety �:�r
sureties upon such perfcarrnanee �o�d to be unsatisfa�tary or if, fc�r any reaso�, the s�id bc�nd ceases 1:r�
� adequate in amount to eo��er the perfctrmazice �� the wc�rk tl�e G�ntraetor sha�l, at his c�r i�s ar��rn
ex�nse, within ten {iCt) clays after receipt a��vritten nc�tice frQm the City to da so, f-urnish an ac�ditiva�:�i
b�,�d or bonds in s�ch terrn and amounts �nd w�ith sueh 'suret� or sureties a� sh�ll b� s�tis�actc�ry� t� t���
�i2�. I� such ara event occurs, n� �i�rther p�ym���t sha�l be n�ade ta the Gantractar under th� t�rrms a�.�d
p��visions af this cantract until such n�w Qr additic�nal securit� bc�nd ,�u�ranteeing th� �aithii�il
�erfc�rrnanc� c�fth� wor% under the #erm� hereof shall be cc�mplet�d a�d furtiished ta the �ity in � for,�n
satisfacto�y to it;
��ntraet Jt�r sit�n,dc>cx i�age � ni lfi �1�6+?C��-?
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CONTRACT
(3)�
IN WiTNFSS WHEREOF, the pariies to the a�reement have hereunto set thcir hands and seals and
have executed this A�,reement, in duplicatc, thc day and year first above written.
CI't'Y OH ('LFARWATF.R
IN PiNF,I,L.1S COtiNTY, FLnRIDA
IIy: ,L�c.�vvt,. ' Y�'-�`i� _�
Wi iarn i3. f{orne, I
("ity Maua�er
t'ou�ttersig,��ed:
� - �i,Q�le �i ���.�2��s
�y' ---
' Gcorgc N. Cretekos,
Mayc�r
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(Cuntr:�ctor must inJir:�te �vhethee Cc�rFwration,
l'artiie�•ship_ C't�m�att� or Individtu�l.l
(l�hc �xrtiun si�,niing shall, in his �-►wn
lunelwritin�, si�� the Frincipol'S nanie, his uwn
n:ime. and his title: �vt��rc: Ihe person is si�.:nin�
Ii�r ri C'<�r��c�r<<ti+m, h� must, by A(lidavit. tih�nv
his <�uthurity tc► hin�l the ('��r��ratiun).
(`ontr.ic't ti�r ,i}!n.di�� � I'a�i� i nl t(�
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Attcst:
. � ���vt-c2-� � . � �
Rokm�►rie C'ail �
City Cler�
__`.._ .
C11I1110 �UIU
Assi�ianl C'ity Attorney
nLTO CONtiTkUC'T `,� tNC.
r� , __-�..,_ �
'' _._. ..--.�
=�. --- " �__ -- — _ -- �..,
(('unlractur) � � �
L3y: 5 �'�k;'��� �, . S ,w,'��., ���L�� � � � �
���'S �i ��Lv�' � � y ��' �r c � � �
: � ;z _
r,�/� �.r t ..
> 1 - ��
-�� �.�
c? ;� f �
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CON't'RAC"1'OR'S AEF'lDAVI'I' FUR Ft�AAL PAYMFN'1'
(CURPOKATION FOR11�
STATE OF FLORIDA
COUN'I'Y OF
On this day petsc�nally appeared before mc, the undersigned authority, duly authorized ta�
adminisier oaths anci takc acknowled�nents, __ __ _____ , �yho af�cr heillg duly 5wc�rri.
deposes and says:
Th�t hc is the
_ ___ _ _ __ __ . ("I�ffI,L')
ot4 ALTO CONSTRUCT'[nN C'OMYANY INC., a t�lori�l� Co�ur�itiun, with it, ��rinci��Gti pldce �l'
husiness Ickateci at Q102 CAiI�FWAY BOIILFVARD TAMYA FLQRiUA :i3(�l9 (hereitt, �lie�
"(-,untra�tor").
'I�hat the Contra�;tor was the general contractor under a contract exccuted un the __ __ __ day of'
__ __, 20 with the CITY OF CL,EANWATE�t, !� LORIllA, a municipal
_
____
corporation, as Ovv��er, anci that the Contractor was to perform thc cc�nstruction o!:
SID LICKTQN PARK - SITF C1VIL CONS'l'RU(_"I'TON
1'R()JI�:CT N(). 12-(N124-PR-:1
I h�ii said wurk ha� nuw br�n completeci ai�d the (:ontractur h��.s p;�iJ and dischar�;��c1 all sub-c�mtractc�rti,
� I<�lx�rer� �u��1 material men in connectiun with �iiel work and there are i�c� liea�s outst.u��lin� ul��uiy nature
nor any �lcbts or obligatiuns that mi�;ht bc,�c;e�mc a lien �r �ncumbrance in connection with said work
a�;ainst the descriF�c�l prc��xrt}.
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"t7�at he is makin� this affidavit pursuant to thc requirements uf C:hapter 713, I�lorida Statutes,
and ttp�n consideration of the paymcnt of ___. __ ___ _ (l�inal full Amaunt of Contract) i�i
fiill �itisfaction uncl di�c;}iarge of said wntracL
'Ihat the l)wncr is herehy mlc���e�i trum any clain� which mizht xrisr ��ut �►f said ('untrart.
�l he word "lie�is" as �i�:�i in this atlidavit shal) i�lrxn any and �II .�ritiir�� ��iidcr the operation �7t
the I-'lorida Mec:hanic'.ti Lien (.,aw as srt fiin1ll i�t C�haEit�r 713, F� lurida ti(atute�.
Sworn and subscrit�ed to bc:tirre me
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HY:
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Nt)TA�tY PIIBI,I(' .
My ('umtnissi��n l�,xpire�:
C'ornract ftrc sign.ducx Pagc 6 of 1 G
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A FFIAN'I'
YRF:SIDF:1�'T
712h12I112
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rROpos�. Borm
, (Not to be filled out if a certified check is submitted}
KNOWN ALL MEN BY THESE PRESENTS: That we, the undersigned,
1 Alto ConEtrucLion Company, Inc. �����'? �d p,,VE:].[)pr'T'.i Sure*y and Lndrmni *y Ccxn��any
_._._ ,__ _ ��.1,.. ,��`` ___._,._�
8S S11tCty� wiW�S AuU1GS� 1S �'.c). Bax 1977. �
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I�vine, CA 92623 $[� }�� � �y �d LUliO
the City of Clearvvater, Florida, itt the st� of Ios <,t .,��,u��t c,�a
Dollms (Sl c�� �f ��l3nt t�� a miuimum pf 10°/a of Cont�acxot's tofal bid 8mouni) for i�1e PeYmcnt
of which, weli a�xi tnily to be made, we hereby jointly and severally bind our�lves, ow hens,
e�cecutors, administrators, successots and assigns-
"The condition of the above obligation is such that if the attacbod proposal of A1 �° Construct ion Company , 1 nc .
� _ $y p(�pCl�� � Uevcic�exs Surcty �uid lndcaaiity �c�np:uiy �
SUICty, for work speeified as: `�id [,ickton Prnjecr.
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all as stipulated in said Proposal, by doing all work incidental thet+eto, in accondance with the plans and
spexifications pmvided henefor, e11 withit► Pinellas County, is accapted and the conteact avvar�ded to the
above named bidder, and the said bidder shall within ten deys after nadce of said awsrd enter into a
cont�ct, in writing, and fiuni.sh the required Performance Bond with sun�ty or sureties to be approveci
by the City Maaager, this oWigafion shall be void, o�x�wise the same shall be in full force and virt�e
by law and the full amount of this Proposal Bond will be paid to the City as stipulated or liquidated
�B�-
Signe� this '- i day of """'="�'",,
(i'rincipal must indicate whether
corporation, partnershiP, com�anY
or iixiividual)
T�1B pBfsOA 51�,illllg S�18I�, lfl I11S OWiI
�1811(�VVllllp� Stgll �!C PI'111Ci�'S
name, his ovm name and his title;
the person signing for a corporation
must, by affidavit, shaw his authority
to bind the c�x-poration.
Sectionv.doc
� 2� 1 �,
Yage 7 of 16
i, .}
_.�V'�1 i I 1 �-.
Atto ['�n9tntction CompaZy, lnc.
�IlI1C1�1
By�= :- �ti,4-�`�`L_..> L..�..-
'Ctle t � ay.: � � �kt., �-
'�,rc:, ;u rt ,i id i��d� mrt `_ly C'�;���� ,:-iy
,� '`� { -.
�- �}� J
r/ •l Lani�• ' w . . r
�n_t,�2oiz
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II
POWER OF ATTORNEY FOR
DEVELOPERS SURETY AND INDEMNITY COMPAMY
PO Box 19125, IRVINE. CA 92623 (949) Z6�-3:iU0
KNOW ALL BY 7NESE PRESENTS that except as expressly limibed, DEVELOPERS SURETY ANO INDEMNITY C(HNPANY, dces h�xeby malce, ams�tuta and appoint:
"'Daniel Fulton Wagnar"'
� as its true anci lawhtl Altomr,y�shin-Far,t, Do make, ex�xwte, deNver ar�l:icki�uwledye, 6x and on beh2lf of said a�ratiort, as surety, tx�ixfs. unAertaltings 2rxf cattracls oi suret��.stxp
givirg and granting un6a said Attorney(s)-+irFac:t fuN p�wer and authonry to do and ro perlomi every act necessary, reW�site or proper to be done in connection tl�erewith as each of sauf
corpora�m cAUtd d�, but resExving tn each of said cwpora6on IuU power of subsdMion and revocati�m, arxi all of the acts of said Attomey(s) in-Fact, pursuarK to thc�; presents, are
heroby ratified and caMemed.
, Th� P��ver of Attorneyr is c�amed anrf h signe�l by (ac�irnile under :axl by authority of die foNwnr�q resohfian adaptai by the Bnani of Oiredors of UEVELOPEItS SURETY ANfl�
INDEMNI7Y COMPANY, eflective as nE J�nuary 1 st, 2(N1R.
' kESOLVEU, that a combination of any two of the Chairman of the Boaard, the Presicfent, any Exe.wtive Yio�f'residenL Sertior �tx-Fresident or Y�e-Presictent of tMa
curys r3*on lr� ;+^.' that eac h of thzm hereby is, authoriz� to exc�ie this Pawer uf Atto�ney, yu�ldyring the attrxncy(s) nanx�d in ttu; Puun:i uf Atturr�ey to exee,ute, un t�ehalf ut ���
cx.uporatwn, honcis, urrder'akings and wntracYS of suretyship; ar�i that the 5ecretary ur any As:�stant Secretary of the axpcxaUon be, and each of them hereby is, authorized to ai ttest the
exewtion of any such Power ot Attorney;
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RESOLVED, FUNTHER, tfiat tl�e signatures of such oflicers may be �fixed to any such Power of Attarwy or to arry certifica�e relating tl�ereto by facsim�e, and arry aauch
Poyrer of Attrnney or certificate be:+nrg such Pacsim�le signatures shaq be valid and binding u�xx� the urorpor.rtioa wrt�en so alfizeA a+xt in !he fuWre widi respect to any Ixxxl, urKieitakirg
a anwac;� or �uretysl,ip to wnw:n a �s anad,ed.
IN WITNESS WHEREC�. CIEVEL OPFRS 5URETY AND INC)FMNITY COMPANY F�s c��used tFwse {xes�s to ht: signecl Ayr its ofGcers and attested Gy its Se+;re'ary or As.wstartt
Sedefaty this (kto6cr 4fh. 2011.
By: ` ' / �� 0�'
O��nir•I Yauiq, S��nia Yx:ef'resHie.nt _ �
t
sy: 5 �—� Gi _r�'�-��
5h.we A. 7vadl, Vice-Presicienl
State oi Cali�xrra
County of Orange
C)n _ _(ktober4.2011
Date
per�naNy appearesl
t�ekxe me,
.�..�w r
� ANTONlO ALVARAAQ �
� C01AAA. ! 1980K43
K
NOTNiY�E � �
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oOnNn. e�hss . 8, 2013
F'laa: Nata�y Seal AbavN
,-yo`���Rpoe,�;yOF� =,
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o�': 1 9 3 6 :�� ;=
''�?,��• i�►vn .�'da••
. *,..
_l4►tanbMrarado� I�k�Fary PuhGc
Here Itisert Name 3nd Tdle of the OlFcer
O�niel Y�urJ arri Stev� A. Tvt�1t
Wanx!(s) of Sk��(s)
-- —
wM� provcd fo n�e an ihe basis oi 5atisfaciory evid�nce b be the pers�n(s) wh«w r�artie(s) �lare wtncritx�f tu
the wiUu� �^stn>n�eni and ack�wxAedlgtd to rne Ihai heJshr�itK:�r exPCUted tlx sair�e in hisll�vliher:iutin:eiz�d
�ry(iesj, and that by ►isllwrltl�en �iatur�(s) ai the iistrwnent Ihe pcvson(s), a the entiry upon d:�l( of
whidt tlte persai(s) aded, extxuted tlx: instnnn�nl
I ix�rtif�r urxlet PENALTY OF PERJURY u�x1e� the Lmws of thr �h�e ot C:+lilorni� tfr�t tF� Fareguiny P�+r�r,,�raph is
We and cxxrecl.
WITNESS my harut and olficial seal.
Siqk�lure
CER7IFICATE
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Antonio �Ur•xadu. Nd<xy F'�iblic:
The uiwiersqned, :w Seueta�r a As.si�tant SecreG3ty uf DEVELUPERS SUF2ETYAND INOEIrtlVETY COM('ANY ik�es ticretry certi(y tt�i the foregoirg P� r�f Athrn��y
rem�fns in tuuq (arce and has ool been revoleed and, furit►�xmore. tt�at the pnrrtsions of tlie resolution of the Bc�a�d d Direcl�xs o( said corpor�on sei forth in the Power of Athaney �E•e n
k�rce :�.s d the date of lhis Ceitifi�te.
This Certifica0e is exeaited in Ihe Gty of Irvme, Califomia. this
�y: �(.
`�99 Okur . isttxrt Secretary
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AFI�7DAVIT
(To be filleti in and executed if the bidder is a corporation)
STATE OF FiARiDA )
COUNTY nF Hiilsborough �
Stewart G. Smith ___ being duly swom, deposes and �,ys that he/she is
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��'Y �f Alto .onstr�ction .n . Inc
a corporation organi�ci aud existing under and by virtue of the laws of the State of Florida, anci having
� its princi�a! office at: --- —
4102 Causeway Bivd. Tampa Hilisborough FL
Street & Number City County State
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�ant fiuther says that he is familiaz with the records, minute books and by-laws of
Alto Construction Co., inc.
(Name of Corparation) �.
A#�iant fwrthher says that . Siewart G_ Smith ;� President
___ __ __
(Oflice.�s Name) - _- - (Title)
of tbe corpo�ation, is duly authoti2ed to sign thG Proposal for Sid Lickton Park - Site Civil Construction
for said vorporation by virtt�e of
(state whether a provision of by laws or a Resolution of the Board of
_. __ Directors. !f by Resoludon give date of abdc�ption).
_y=�`t �: ��. _-
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�ff�t
Swom to before me this _14th _ day of
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Page 8 of 1(�
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_ �o�' r . a.we� r.,xx�s
* * MY C�M�IISSION � EE �2590�
Elizabeth Jones ���Q� E%PIRES Octobe� 22, 2014
._ <n, FnnAn,/iM�U.��.:('44191y "l'�YIiP'.
Type/prindstamp name of Notary
— _ _ ___ _ ---
�tle or rank, and Serial No., if any
7/26/2U12
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NON-COI.LUSION AF'FIDAVI7'
STATE OF FI,ORIDA
COUNTY OF Hillsborough �
Stewart G. Smith
President
being, first duly swom, de�oses and says that he is
of Alto Construction Co., Inc.
the pxrty making the foregoing Proposat �r Bid; that such Bid is genuine and not collusive or sham:
that said bickler is not financiaUy interested in or otherwise a�'iliated in a business way with any othar
bidder on the sarne contract; that said bidder hati not colludeci, conspired, connived, or agreed, directly
or indirectly, with any bidders or person, ta put in a sham bid or that such other pe�on shaU refrain
from bidding, and i�as not in any manner, directly or indirectly, sought by agreement or collusion, a
communication or confer�nce, with any person, ta fix the bid price or affiant or any other bidder, or to
fix any overhead, profit or cast element of said bid price, or that of any other bidder, or to sex,�ure any
advantage against the City of Clearwater, Flarida, or any person or persons interested in the pro�d
contract; and that all statements contained in said pcoposal or bid are we; and furttier, that such bidder
has not direcdy or indirectly submitted this bid, or the contents thcreof, or divulged information or data
relative thereto tv any association or t� any mernber or a�ent thereof.
-. ��`�����'-��-- - ---
a��t
Sworn ta and subscribed before me this 14thday of November 20 12_
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Page 9 of 16
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.� Notary �1 l�c
>�.`*RY o�,�� ELIUBE7H T. JONES
# � A1Y COI�AISSKIN / FE 025904
� EJfPIRES: October 22, 2014
'"q��'TA�,o� Bad¢dTtw :cernces
fter�<�' �9N�a�Y
7/26r2012
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PROPOSAL
(1}
TO THE CITY OF Ci,EARWATI�;R,, FLORIDA, for
SID LICKTONPARK — SITE CIVIL CONSTLTCI'ION
PROJECT NO.12-UOZ4PR A
aaci doing such other work inciciental thereto, alI in accordance with the contract documents, marked
SID LICKTON PARK — SITE CIViL CONSTt1CTION
PROJE('T N0.12-0024PR-A
� Every bidder mu.�t take rx�tice of the fact that even thoagh his pr�posal he accepted and the documents
signed by th� bidder to whom an award is made and by those officials authorizeci to do so on behalf of
the City of Clearwater, Florida, that no sueh award or signing shall be considered a binding c:ontraet
� without a certificate fram che Finance Dir�ctor that funds are avaitable to cover the c�st of the work ta
be done, or witt�ut the appmval of the City Attorney as to the form and legality of the wntract and all
the pertinent documents mlating theret� having been approved by said City Attomey; and such bidder
, is hereby char�ed with tlus notice.
'Che signer of the Proposal, as bidder, also declares that the only }�s�n, persons, com�ny or �arties
interested in this Propc�sal, are named in this Proposal, that he has carefully examined the
' Adveatisement, In�tructions to Bidders, Contract Specificatiot�, Plans, Supplemental Spacifications,
General Conditions, Special Provisions, and Contract Bc>nid, that t� �r his repres�ntarive has made such
' investigation as is neces.�ary to deternune tl� character and extent of the work and he pro�wses and
agr+ees ilrat if the Proposal be accepted, he will cont�raet wit}� the City of Clearvvater, Florida, in the form
of co�mad; ��tO a�uiexed, to provide the nece.ssary labor, materials, machinery, a�uipment, tools or
app�ratus, do all the work required to complete the contract within the time mer►tioned in the Gerx.�ral
' Conciitivns and aocording to the reqturennents af the Ciiy of Clearwater, Florida, as herein and
hereinafter set forth, and fiunish the required semty bonds for ihe foltowing prices to wit:
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OP(�AL
i2)
1 !f the foregou►� Propc�sa! shall be accepted by the City of Clearwater, Florida, and the undersigned shall
fail to execute a satisfactory contract as stated in the Advertisanent herein attached, then the City may,
at its option determine that tt�e undersigned has abandoned the contract, and thereupon t6is Proposal
' shall be null and void, and the ecrtified check or bond accompanying this Proposal, shall be forfeited to
becane the prope�ty of the City of Clearwater, Florida, and the full amount of said check shall 1�e
retauied by We City, or ii'the Proposal Bond be given, the fWl amount of such bond shall be paid to the
' City as stipulated �r liquidated damages; otherwise, the bond or certified clteck accompenying this
Propusal, or the amount of s�aid check, shall be r�etumed to the uncietsigneci as s-pecifieci herein.
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Attached hereTo is a bond or certified check on 1\C�.'t �U�.��� ►�,'�: ; u.� �� �" � 1y�,1•� ��
Bank, for ti�e sum of
($
(being a minimim� of 10% of Contiactor's total bid amount).
The full names and residences of all persons and parties interested in the foregoing bid are as follows:
(If corporation, 8ive the tiarnes and addresses of the Prasident and Secretary. If firm or paRnership, the
names and addresses of the members or partners. The Ridder shall li� not only his name but alsa the
name of any pcisor► with whom bidder has any type of a�r�eement whereby such persods
impnovements, enrichment, employment ar possible benefit, whether sub-conUactor, materialrnan,
agent, supplier, or employer is comin�gent upon the award of the contract ta the bidder).
NAMES:
' Stewa�t G. Smith
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ADDRESSES:
190 Blanca Ave., Tampa, FL 33606
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� �y.._�ig�ture of Bidder �-` �-i �, r�--� _=---
r. __. __ _�
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(Tlie bidder must indicate Corporaiio�artnership, Compaay or Individual).
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PROPO5AL
(3)
The pe�son signing shall, in his own handwriting, sign the Principal's nanne, his own nFUne and his title.
Where the �son signing for a corporation is other than the president or Vice-President, he must, by
affidavit, show his authority, to bind the corpotation.
Pririci}mt: Stewart G. Smith
/ l �
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�Y� � . •;`i„h,�'` -- �''-�.._,..,_.._". _ Tifle: ���'E'� i t�n�"
Business Ad� of i3idder: 4102 Causeway Bivd.
City and S�ate: _ Tampa, FL Zip Code 33619
Dat�ed at Alto Construction Co., Inc. ,� 14th day of November _� A.D., 20 12.
s�v.aa
Page 12 of 16
7/26/2012
GiTY Ol� CLEARWATk;R
ADDENDUM SHEET
SID I.ICKTON PARK - STTE CIV1L CONSTUC770N
PROJF.cT NO. i2-AU24-PR-A
Acknowledgment is hereby made of the folbwing addenda received since issuance of Plans and
Specifications.
Addendum No. � Date: �ct. 30, 20t 2
Addendum No. 2 Date: No�• 1, 2012
Addendum No. 3 Date: Nov. 2, 2012
Addendum No. 4 pate: Nov. 5. 2012
Addendum Na. Uate:
Addendum No. Date:
Addendwn No. Date:
Addeixium No. Date:
Addendum No. Date:
Addendum No. Date:
Addendum No. Date:
Alto Construction Co., Inc.
(Name of Bidder) �
, , .,
f?s•�,_
�; �,__`�` f �,�. !'`
� _
�.S1gi1�LrC O� �f'�1CCT�
President
--- — . ---__..
----- -.�
(T�tle �f Oflicer)
November 14, 2012
.__-- e -- _ _ _ _ _ . _ __—�_.—_ _ .
�)
SectionV.doc Page 13 of 16 7/2612012
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ADUENDIiM NO. 1 BIDDER'S PROPOSAL
PROJECT: SID LICKTON PARK SITE CIVII. C.nNSTlJCT10N
1'RUJE("T NU. 12-01124-F'R-A
BASE ITEM UNIT TOTAI.,
N�1. DESCRIPTION UNIT OTY PiUC'F PR10E
f3etce Rid lnstlnnCC. I.'�+t�t, e�jutpentnt fi bulkiulg m.ttc�ials ,�< rcyuircJ fi�r rom�+lcir sit� citi il wurks .�cr�>rJmK d�t c�,ntr�w:i dra��•�n�s :uxt spec�tiu�uwn�.
Tht site civil contractor shail �vide site la}rout o1 all site crvd consWCtwn 'As-Bwlt' construcced mnd�ucm.e by a I�censed surveycx to clua�e out
SWFWMU �nnic by pruviding si��ed sraled s��rve� to the C�wne,1 neineer for constn,�.timg the cite work� aa show�n on the contract documen��s tuwi
:,�cific.iti��ta Ite.hns nut Iist�Yi sha11 be included m the c.ontraclors hiA to tultill llx contracl drawings 8c specrficaUons:uiA �wt hmrtcxi �n the fi�llnwmg
bid items:
I. All silt fencing instalkd accnrdin�! to n�anufactures rec�aro7x�nd:�tiant �
' sediment twrricrs as rcquircd according ta the contract drewing 8r
spaifications maintain during tl�e cunstructiun prri�xl
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2. Trre barricades according to draw�gs and specifications & maintained
th�rin� the construction period
3. Removal of existing trtes as shown on the cnnstniction drnwings ac
rrmov»I iru�hxiing rrxxs systems �nA dis�sed oft'site
A. Rem��ve of rxisting asphalt �+vinK (E►:irlcm� 1� driveways);
rea��uve cuncrete paving (slabs, sidewalks, curbs etc...): remove
tencing Rr <Kher roiscellrmeexa site elements and disposecl otT site
S. Construct ccxnplete stam sewer chainage systerns: retentic�n pwuis,
swaks. lBahia sodding of raention ponds sides, bottoms and 5 feet
heyc,rxi t� c�f hank ncx part of b»se bid see ahemates); concrcte we�r
& outfall structures, concrete rrrenhoks, concreu inlets. concrete miter
end sections, c�an outs, trcnch drains, under drain syste►n, all required
stann sewer pipu�g systra�u, un:lude all cast iron: rims, manhok covers,
grate inlets, pipe fittin�s far a canplete operational starm sewrr syslem
�axdmg W the contract drawings ��d specifications
G. Site �ad'ui� uf e�►tire �ite uK:ludea. [uugh grediiq; sitr, fiitie grading
site; fine n,�ading of swal�s; fine g�rad'mg of baseball fieldc in
prep�ation for installati�n ta tlay baseball infields/warning hack
m�erials; constnxt or irrodifying ixrms per Arawings, the Engineer
has deoenninrci a�axinwtely 5,000 cu. yc�. of additiimal u�ils will
reyuireci tn be impcxted [o the site, contractor shall verify and proviele
impmeci soil as neccssnry provid'm�: structural fill benesth pro�xxed
restraa»lptess twx/cunces,ic�n twik�ing, all concretc: flatwork are�
plus - minat one inch Io the compacted subgrcide far Mhers to pertorm
ihcir work, basebaU tiekLs, landscapc pl:uiters �nd Iathtsc.sF�c <uea� shal)
twve volwnr c►f 70 %e top�il atni 3�Y'io completely decomposed compost
mixed on site to achieve a pN txrwcen 6.l► - 7,0, �nples of these soils
shall br provided to th� (?wmcr far tesling .�ix1 appruval pricx to
impc�rling to thc site
,,,, �nm1' �ii�. { �. �_� .i �:
�,. s. � $6,856.00 $6,856.U0
l. S. I $2,Q03.00 $2,003.00
L. S _ I $90,115.00 $90,11 °,i.00
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$60,426.00 $60,426.00
$380,672.00
�226,863.00
$380.672.. D0
a226,863 ,00
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ADDENDUM Nn. 1 BIDDER'S PROPOSAI
PRnJECT: SID LICK7'ON PAItK — 51TE CIVIL CON57'UC'TION
PROJECT NO. 12-0024PR-A
' BASE ITEM UNIT TUTAI �
NO. D�SC'RIPTION t�NIT Q"i'Y PRIf"F PRICE:
7. lnstaliation and transport of clay and warning track materials colkcted
from (}wner's Nursery faciliry atross Satum Avc. and installed on to
� basebali ficlds ctay infield, buitpens and �vaming track areas to the
minim��m �pths reqi�ired :u�d comp�ted :� spc.�c:ifiui and shuwn on
the �untract ckawin�s I, ti 1 $22,747.00 $22,74��.00
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8. PBVed parl:ing, drive aisks, and asphalt parlcing areas with 9 inch
compacted sabili�ation of subgrade to 98 percent proctor, install
cn,st�d concrete base minirnum b inclKS thick cumpacted ancl fine
�aded in Ureparat�n of asphalt surfacing by nthers; grncs parking
comparted lid °1. clean soiVdt)°/. compost from subgrade to 95'/,
proctor to finish gr�de af � pnrking tbr installntion of Bahio
�aan�� by aners
9. Iruqllation of dorr�estic water system DDVC & BFPD including tap
int�i existing watrr tr�in t+y l�ity F'ubl�c Utilities Uept., Site Crvil
('antrx-tor shall mstaU 2 inch water main incl�xling all necessary
items; l�ir� watcr 1)t)Vt s�: I3('t'D inchding tbp iMu e�isling watcr
nu�in by City Public: Utiti�ies t�pt., Site Civil C:onvaetor shs►II install.
firc hydrant, galvanizeci metal bollards ��ted yelluw gate valves,
pipin�, }'ire DepG Comection (in landscape islanci), and Storz Fire fkpt.
Corurection At ttie � buikiu�g, all piping antl fitlings a:: neceti,ar�
in providing a complete fineticx�al dcxnestic and fire water system
aex:cxd'u�g tu the drawu�s and specifx�tions
10. Sub total af line items 1 ttuot�bh 4
I I 10°1� ('�ntingcncy of line I�
12. T ota) of linc items I though 9 a�xi I I(10°io wnhnngr�wy 1
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L. S. 1
$122,874.00_
$41,010.(}0
$122,87��t.00
1 011,1.00
S 953,5f'vEi.00
b 95,3�iia.60
� 1,048,9<!2.60
� WRI'I` Tf:N 1'OTAL. AMUUNT 1NCLUDES IJNF. ITEMS 1!) �nd ! 1(tU°/. Cc)NTINC;F.N(�Y°) One Million Fort�r-eiy�ht
Thousand Nine Hundred Twenty-two and 60/100 Dollars
co+iPwNV•snnn�F: Alto Construction Co., Inc. -__- ,,�,�,Kx,��. 4102 Causeway Blvd. ��-�Y. Tampa , _
- --_ . —.—
' zir�•��uF.: 33619 �r�.t,wPHONe: 813-241-2586 Fa�,: 813-241-4117 t; M��i dlewis@altoconstruction com
-••—
rK�rv it:u n�n�r:: _ _�Lewi
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siGNE:u: ---_ __:�' �'''�� -�--°'"�"'"�^��-�_ r,r,.F. Senior Project Manager 11/14/12
n:�•r�:: .. .
t(T% contin��ency shall be utilized only uEwn written reyuest by the conhactor for additional scope of work n�t �rx:luded m the b►ill of
quantities to the C►wner, written approval by the Avvner for the additional scopc of work in tl►e utiliuiticm nf the 10%cuntin�ene}�,
any Nnds nat utilized shall t►e returned to thr. owner upcH� close uut uf thr purchasr order shurt
THF RIDdF,R'S TOTAI, ABOVE IS HIS TOTAL BID BASF.b UN Ii1S UNtT PRICES AND I.UMP SUhI PIt10ES ANll i HF.
F.STIAIATED QUANTITIES RM,QUIRED. 7'HIS F`IGURE IS F�R INN`QRMA'I'll)N UNL.Y A'f THE TIMB UF OPE*IING BlDS. 1'ilE
CITY N'ILI. MAKE THE TABUI.A►TIOlV FRQM TNF.. UN1T PRICtS Art) LUMP SUM Pltli'F: BID. It� I HwKE 15 A(v ERROK I!V fHE
fU7At. Bl' TNF. BI{?OEtt. 1`I' 511AL1_ Bl: ['l1ANl,ED AS ANI.Y '1'IIF. UNIT PRIC'F.S 1tVI> LItMP SIIM YKI( `t: SIL1l.1, l:U�'FIN. I IIE
01l�r�t:R RESEKVE:.ti TIIE RICHT ?O SF.LEI'T .1N1' ITEAIS aND OR KFJEf"f At.l RIDC THE: T(}TAL Pltl( M: tiNAld, RF: l3,1 `�l't�
f1N 1"ftD15<F°1 E"�"(F'1i Eil �ftiE' C)�1"��t:tt �1F'�}II� NR�),IF_�<-1�.
.,•r* ���:\' �1 �� ��,i��� �_ ,� 1� •r i
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ADDENDUM NO. ] R1nDER'S PRnPnRAt.
YRO.)Et'�l': SID L,IChT(1N PARK - s�rr: c��iv1�, c:oNS�rur�rloN
PRUJEC'"t' V(1. 12-0024-P12-A
' ALTERNATE ITF.M UNI T TUTAL W
IYO. DF.SCRiPTInN I�NIT 07'1�' PRICF PRICF
Altcrnatc Itcros Srtc C�v►I ('wuratl�N lu �x�ivicle imurwwr, ixh�e, eyuipmepl �rnl o�a�criah r��� �nC Sct�x, c�f W�nk rcyuinr�l in
Ex:rti>nnir�, cw�struct altcrnutc iccros fcrr S'td Licktvn - S'ttc Civil t'onsduction
' 1 Inctallati�n �f Gec� Rl��ck Pomus Pavement Syst�m Tccording to the
dra.,��ings and specific�tions �_, c_ � $27g,g22.pp $276,822.00
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�. Insteacl of haulinA remuved aee und dis�se aff site provide drum chipper
and ehip tree debris fix lattdscape mulch, c:wntrac:tor slk�ll sttx�k pile chipped
nwkh at a convenient location on site a� tum chip periodically (twice a
ni��nth) to curr fi►r I:uidxape mukh, shedclinp, of hees for muk:h is not
acce.ptAMle lanrkcape mulch mAterial �. S. � $43,582.00 $43,582',00
. .
i. lnstrad uf hauling ckarin�: K gruhhing of exisY�g grass frc�rn site, stocxk
pilc kraes k► dec�nnjxne fc�r compost, contractor shal) stock pik g.rubbed
grdss at a eonvenient location on srte and turn gracs p�le peric�dically (twice
a month) to atl�w to decompose fi►r axnpost a�xi mi�ei�ig in with topu�il fi�r �
gr'�a baseball field and Iw�dse;siping fill soil mix verses bring in compost L. S. 1 �A�duct
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4. Bahia sodding of reteiuion punds sides, bottoms & 5 feet
beyond top of bank
i- Sub-total Af lines I d
fi. 1t�/oConfiogcr�y c►f lirte 5
7. f'otal ot' line 1. 2. 3, 4, plus linc 6- I OYo ca�tiiq�cYwY
$10.Od1:1.00
Sq. Ft 8?,00t) .27 $22,411;1.00
� 352,81 R� . D0
S 35,28'1.40
S 388,09;:�.�40
WR17"fEN TO'i'AL AMUUN'1' 1NCLUDES LINE 1TEMS 1, Z, 3, d, and 6(10•/. COIYTINGF.NCY") Three Hundred _
Eighty-eight Thousa�d Ninety-five and 40/10d Dollars
_._ -- - -
COAIP.4N1"swn�ir:: Atto Construction Co., If1C. qU[)kFtiS. 4t02 CaUSeVI►8y BIVd. �-���• Tampa
ZI�f.ODF.: �i)19 _TF.I.F.�HnNF. 813-2'41-2rJBS FA\: 8i3-Z4�-4�i% E MAIL. fII@WIS�aIiOCO�1SiRICi1011qbm
P12t� Tk U !VA}11K: eYl/I .-
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S�crreu �-�� ,,� �- _ ---- � � � �,t,; Senior Pro�ect Manager 11/14/12
_ _-
_ _ _ -- _ -- u.� t �
l0°.�o cuntingency shull F>e utili .ed only u�n w►itten rcyuc�t k.y th.: contractor for additional ccopc of work not included in the bill of'
yuantities to the Owner, written approvol by the C)wner for the additional scupe of work in the utilizanon of the 10°'o cuntingency,
any funds not utiliud shall be rctum�d to the owner upcm close out �f the purchase order short.
THF.131nDER'S TOTAL ABOV�: IS HIS TU1'AL BIU BA�FU ON HIS UNIT PRICE.S ANn LUMP S11M PRIC.F,5 AND T'!HF.
F:STIMATEU QUAN't7"fIES RE:(1l�IRED. TMIS FIGURF. 1S FOR INFt)RMATION ONLY AT 7'HF, TIMF. OF OPENIWC
$1D5. TIIE CITY WTLL MAKE THF. TABUI,ATION FRQM THF, tINIT PRICES AND I,IIMP �t�M PRICE BIU. IF'
THER� tS AN ERROR 1N'fHE TOTAU BY THE BIDQER, 17' SHALL BE C:HANGEt� AS ONLY TNE UNIT PR10Eti q1�U
LtIMP SUM PRICE SNALL (:IIVERN. 'fNE OWNE:It RESE;kvErt �rH�: R�cH�r �Y) tiE:LFC`I' ANY ITEMS ANt) �:1R
RF IF.t°I' ALL RI(1�. Tl1F `1'Q"1'Al. PRIC`£ Sl�ALL K� BASF.D ON ITEMS Sf.I.F.C"I'F:11 RY '17IE OWNER ()F Tlfllti
PRUJ£CT.
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Section tU — General Condit'ans
SCRUTINI2',ED COMP�NIFS AND BUSINE.4S OPERATIONS WITA CUBA AND
SYRIA CERTIFICATION FORM
THIS FOR�1 MZ/ST BE COMPLETED AND SUBMITTED WITN THE BID PROPOSAL
FAILURE TO SUBMIT THIS FORM AS REQUIRED, 1KAY DEEM YOUR SUBMITTAL
NONRESP+DNSIV�
Tfie �ant, by virtue of the signature below, certifies that:
, 1. The va�dor, company, individual, principal, subsidiary, affiliate, or owner is aware of the
requirements of 9extion 287.135, Florida Statutes, regarding companies on the
Scnrtinized Companies with Acdvities in Sudan List, the Scrutinized Companies with
' Activities in the Iran Petroleum Energy Sector List, or engaging in business operations in
Cub� and Syria; and
2. 1`f�e vendor, company, individual, principal, subsidiary, affiliate, or owner is eligiblc tu
, participate in this solicitation and is not listed on either the Scrutinized Companies with
Activiti� in Sudan I,ist, the Serutinized Companies with Activities in the lran Petroleum
Sector List, or engaged in business nperatians in Cuba and Syria; and
' 3. Busine.ss Cfierations means, for pwposes specifically related to Cuba ar Sy-ria, engaging
in commerce in any form in Cuba or Syria, incl�ing, but not limiteci ta, acyuiring,
developing, maintaining, oWming, selfing, possessing, leasing or operating equiprnern,
' faeilities, personnel, products, services, personal property, real property, military
equipraent, or any other apparatus of business or commerce; and
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4. If awarded the Contract (or Agreement), the vendor, eompany, individual, principal,
subsidiary, af�iliate, or owner will iramediately notify the City of Clearwater in writing,
no later tt�an five (S� calendar days after any of its �xincipais are placed on the
Scrutinizeci Companies with Activities in Sudan I.ist, the Scrutiniz�ed Companies with
Activities in the Iran Yetroleum Sector List, or engages in business operations in Cuba
and Syria.
, Sectionlll.doc
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Yf � �' �S''�""7 _
ALLt�10YfZCI� SlgpAtU�'e
Stewart G. Smith
Printed Name
President
Title
Alto Construclion Co., Inc.
Name of Fntity/Corporati�n
Page 48 of 49
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Section Ill Cieaeral Conditions
STATE OF Florida
CUUN'TY OF Hil�sborougn
The foregoing instrument was acknowledge� before me on this 14th day of
November , 20t ��, Stewart G. Smith (name of person whose signature
is being notarized) as the President ((�u�� o�' Alio Constructian Co., Inc. (�� �,['
corporation/entity}, personally known tn me as described herein �.,, or produced a
(type of identi�cation) as identification, and who did/did not take
an oath.
���`" °ry H IIABETN T. ,IO�S
•."�
AIY COMwtSSION { EE 025904
* k EXPIRES• QClohe� 22, 2014
�' _'` Nar�d T1ru twdpet MolarY S�s
; £.
NUTARY SEAL ABOVF.
Sect�nDl.doc
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NotA Public ,
Elizabeth Jones
Printed N�me `ti fFY �'f�d�,, EL�ZABE7t� T. JONE;i
My Commiasion Ezpi �.�v Co�uSSbN t� o2���a
Efr�ete�er 22, 2(IS4
„r�rF� c�oe`� Babed Tluu Budget Nolary Semoes
PagC 49 of 49
?/31/20t2
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VENIlOR'S REI�ERF.NC�S SHF.LT OF SIMILAR TYPE YROJECi'S
SID LICKTON PARK – SITE CIViI. CONSTUCTION WORKS
PR(�TF.GT NO.12-0024PR-A
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Site Gtivil Con�ian Works similar type work d�llar valuc must be sabmitted with bidder's proposal and must be fillr.�1 out
� compktely by pri�ing and kgibk not providing this form with the bidder's proposal or any blanks left on form shal) co�titute the
biddtr's proposal is non-respo�tsive and bid will be rejected.
� i. Projr,cc nsme: St. Leo University S v��? ,072,478.52 p� be�: 11 /2011 p� C��: OS/2(112
A��: 33701 SR 52 C�,. St. Leo .�c: FL
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2. p�j� �: Bob Sierra YMCA S V�„c 360,900.07 D,�e ��,: 03J2012 p� Ca„P�: 06/2012
�; 4029 Northdale Blvd. �;n,. Tampa . staa: F�..__- --
.o� Robert Wi ins Robert.Wiggins@TampaYMCp�
c Pp� _.��._� F.-msil address: Phone.• 8��962-3220 Ftuc: 813-264-e1807
USCentcom Headquarters - Ph. 1& 2 2,552,808.00 04/2010 � 10/2012
3. Pn�ject rwme:
_. __S Value Date bcg�: pau lekd:
Ad�c..�s: MacDill AFB c�ry. ---___..—�, State: FL
Robe�t Jesson ��lesson@cla►icconsWctian.com
��� Pe� _____.__ __ F.-rnail address: p�: 813-636-4422 F�„�; 813-207-2�(!78
4. Projcct n�ne� �� ��t - St. Petersburg s V�� 628,729.47 � 10/2011 11/2011
--- ___—_. _._._ beBan:__ _ __ _ Uate Complefcd' -- _.__
���: 2300 22nd Ave. North ���,: St. Petersburg 5��. FL
ancurry@atTant�cso ern avi J �"-
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5 �� �: MacDill Family Nousing
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F-rnail adclrczs: Wwne_ Fa�c.
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2012 Great Southern Tree Conference Field Day
This is the pinnacle year for the Great Southern Tree Conference. Befc�re
the conference spreads its wings and broadens ihe scope of the
conference to cover a wider segment of the profession, it is important to
share with the industry a culmination of 12 years of research and
experience. If you missed the first 11 conferences, you can get a corriplete
overview all in one day! All major findings, techniques and strategies
designed to increase your efficiency and marketability will be
demonstrated or on display for you to see and touch.
This is the ultimate outdoor hands-on experience for you and your staf�f!
' Come roll up your sleeves and get your hands dirty with your colieagues. Now is the time to get the edge on
your competition. Come find out the latest specifications and practices.
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Field Days Schedule of Events � Friday, November 30, 2012
8:45 a.m. � Welcome
9-10 a.m. � Innovations in Tree Production and Pianting
Dr. Ed Gilman, University of Florida, Gainesville, FL
Focused on the Southeast US and Florida, this opening, hands-on session will discuss how tree production has changec;l over
the last 11 year. Provided will be the latest strategies on efficiently producing high-quality root systems and crowns. Thi�; is an
opporfunity to take a closer look at what is really happening in the tree segment of our industry.
10 —11 a.m. � Outdoor Educationol Demonstrations
Self-guided leaming stations will demonstrate the latest management techniques for nursery and landscape trees. IntE;ract
with business colleagues and the top professionals in the state to interpret trees throughout the 10-acre demonstratioh� site.
11 — Noon � Jump into action!
Dr. Ed Gilman, Universify of Florida, Gainesville, FL
Dr. Gilman will review selected major projects in the field whose results are significant and are likely to be incorporateci into
specifications and/or production protocols over the next several years. It's a great time to discuss these techniques ar�d see
how you can incorporate them into your operation.
Noon —12:45 p.m. � Lunch
12:45 — 1:15 p.m. � Industry Impact
� This session will be an open discussion on how trees have improved, how efficiencies have increased and identify whal• else
needs to be done. Are there major issues in the profession that we can address through education and research? Corne be
a part of finding solutions!
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1:15 — 3:15 p.m. � Field Day Demonstrations
(4 stations ot 25 minutes eachJ
• Root Management and Root Health Improvement, Dr. Ed Gilman, Universify of Florida, Goinesville, FL
• Palm Planting and Pruning, John Conroy, Fish &anch Tree Farm, lnc., Zolfo Springs, FL
• Nursery Production Pruning (inctudes crown pruning), Michael Morshall, Marshall Tree Farms, Morriston, FL
• Landscape Structural Pruning on Young and Old Trees, Adam Jackson and Collin KeUy, ValleyCrest, Jacksonvifle, FI_
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G reat Southern Tree Conference
H i ItQ,n Hotel & Conference Center & Demonstration Site
Exit 387 ■ Newberry Rd.
N�Oaks Mall
S. W. 20th Ave.
I - % 5 HILTON HOTEL &
CONFERENCE �
CENTER �
1714 SW 34th St.
Gainesville, FL 32607
Exit 384
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Exit 382 �
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Hull Road
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27th Ave.
31 st PI.
29th PI.
32nd PI.
Williston Road
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23�d �eee
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niversity Ave.
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GATE
Environmental
Landscape HorticulturE
Education Laboratory
(GSTC Demonstration
Site)
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From Exit 384 (Archer Road/SR 24 exit)
Head East on Archer Road toward campus. Go through 34th Street. Thurn right on 23rd. Street/Terrace. The demonstration site is
up the road on the left. You will see the University sign- Envionrmental Landscape Horticulture Education Laboratory.