City of Sacramento
City Council - 5PM Report
915 I Street Sacramento, CA 95814
www.cityofsacramento.org
File ID: 2023-00272 4/4/2023 Consent Item 2.
Contract: McClatchy Park Pool Resurfacing Project
File ID: 2023-00272
Location: District 5, Represented by Councilmember Maple Recommendation: Pass a Motion: 1) finding it is in the best interest of the City for the reasons set forth below to suspend further competitive bidding; 2) authorizing the award of the contract based on negotiations with Advanced Pool Coatings; 3) awarding the McClatchy Park Pool Resurfacing Project contract to Advanced Pool Coatings in the amount of $500,933; and 4) authorizing the City Manager or the City Manager’s designee to execute the contract.
Contact: Kevin Love, Program Manager (916) 808-5592, [email protected], Department of Public Works; James Christensen, Facilities Manager (916) 808-5863, [email protected], Department of Public Works, Jackie Beecham, Recreation Manager, (916) 808-3818, [email protected], Department of Youth, Parks & Community Enrichment.
Presenter: None
Attachments:
1-Description/Analysis
2-Contract- Advanced Pool Coatings
Additional Description/Analysis
Issue Detail: The Youth, Parks, & Community Enrichment Department (YPCE) is responsible for the operation of 12 public swimming pools and five wading pools located throughout the City of Sacramento. The existing fiberglass finishes at the McClatchy Pool and Dive Tank have reached the end of their useful life cycle and it is recommended that they be replaced as soon as possible. The improvements to restore the pool surface back to its original or better condition will consist of providing labor, material, and equipment to remove the existing fiberglass liner and expansion joints down to the concrete surface to prevent water intrusion. The pool will be resurfaced with a fiberglass lining and other related accessories, plusthe required permits necessary to the complete the project.
File ID: 2023-00272 4/4/2023 Consent Item 2.
On December 20, 2022, Department of Public Works Facilities Maintenance Division issued Invitation for Bid (IFB) No. B22014541004 for the McClatchy Park Pool Surfacing. No valid bids were received.
Advanced Pool Coatings was the only bidder who submitted a bid, however, it was submitted after the deadline and was therefore invalid.
Department of Public Works Facilities Maintenance Division recommends that instead of reissuing the IFB, the contract be awarded to Advanced Pool Coatings in the amount of $500,933. Because Advanced Pool Coatings was the only bidder, negotiating the costs for the recommended contract will not disadvantage any other bidder. This action will allow for the work to be completed prior to the start of the 2023 swim season. Staff and the contractor have negotiated the overall costs to better align with the available project funds.
Policy Considerations: The recommendations in this report are in accordance with City Code Section 3.60.170 and AP4002, which provide that, if no valid bids are received after advertising for bids as required, further competitive bidding is not required, and allow the Council to award the contract through an alternative process if it is determined to be in the best interest of the City.
Economic Impacts: This pool maintenance project, which totals $500,933, is expected to create
3.71 total jobs (2.35 direct jobs and 1.36 additional jobs through indirect and induced activities).
Furthermore, it will create $489,172 in total economic output ($313,572 of direct output and another $175,600 of output through indirect and induced activities).
The indicated economic impacts are estimates calculated using a calculation tool developed by the Center for Strategic Economic Research (CSER). CSER utilized the IMPLAN input- output model (2009 coefficients) to quantify the economic impacts of a hypothetical $1 million of spending in various construction categories within the City of Sacramento in an average one-year period. Actual impacts could differ significantly from the estimates and neither the City of Sacramento nor CSER shall be held responsible for consequences resulting from such differences.
Environmental Considerations:
California Environmental Quality Act (CEQA): The recommended action is exempt from the California Environmental Quality Act (CEQA) pursuant to CEQA Guidelines Section 15301.
The recommended project involves the repair of an existing public structure with no expansion of use beyond the previously existing level of use. The overall footprint of the pool facility will remain exactly as it exists now.
Sustainability: None
Commission/Committee Action: Not applicable
File ID: 2023-00272 4/4/2023 Consent Item 2.
Rationale for Recommendation: The purpose of this project is to restore the McClatchy Park swimming pool and dive tank fiberglass surfaces back to their original or better condition prior to the start of the 2023 swim season. The existing fiberglass finish has reached the end of its useful life cycle and it is recommended that it be replaced as soon as possible in order to comply with the County Department of Public Health and Safety regulations and permits.
On December 20, 2022, the Department of Public Works Facilities Maintenance Division issued Invitation for Bid (IFB) No. B22014541004 for the McClatchy Park Pool Resurfacing Project. Staff received one bid proposal, but it was delivered after the bid deadline due to technical issues. Despite numerous attempts to solicit the participation of three other specialized fiberglass resurfacing contractors, other bids were not received. Two of the four fiberglass resurfacing contractors reside and operate outside of the Sacramento area and thus they declined to bid on the pool resurfacing project.
The number of fiberglass pool resurfacing contractors within the northern California region has steadily declined and thus it’s becoming more difficult to find responsive, responsible qualified contractors to perform fiberglass resurfacing for the City pools.
To maintain the schedule for these already deferred maintenance repairs and ensure the opening of McClatchy Park Pool for the 2023 summer swim season, the Department of Public Works Facilities Maintenance Division is recommending that the City Council suspend competitive bidding and approve the contract with Advanced Pool Coatings based on the negotiated bid provided.
Work is anticipated to start in Spring of 2023.
Financial Considerations: There is sufficient funding within the Citywide Pool Assessment and Repairs Program (L19706500) to award the contract to Advanced Pool Coatings in an amount of $500,933 (Measure U- Fund 2401) for the McClatchy Park Pool Resurfacing Project and cover the remaining program costs.
Local Business Enterprise (LBE): Advanced Pool Coatings is not an LBE, but has partnered with subcontractors Dave Gross Enterprises, Inc. dba Adams Pool Specialties, for the coping and return fittings to meet the LBE requirements.
CITY OF SACRAMENTO Bid Proposal
Department of Public Works Page 1 of 4
Facilities and Real Property Management
CONTRACTOR NAME: __________________________________________________
TO THE HONORABLE CITY COUNCIL
SACRAMENTO, CALIFORNIA:
In compliance with the Contract Documents, the undersigned hereby proposes to furnish all required labor, materials, supervision, transportation, equipment, services, taxes and incidentals required for:
BID PROPOSAL
McClatchy Park Pool Resurfacing
PN: L19706505, Bid #B22014541004
in the City and County of Sacramento, California.
The Work is to be done in strict conformity with the Contract Documents now on file in the Office of the City Clerk, for the following sum:
Item N
Item
Estimated
Quantity
Unit
Unit Price
Total
MCCLATCHY POOL
1 Demolish existing fiberglass finish 1 LS $ $
2 Install new fiberglass pool finish 1 LS $ $
3 Replace main drain grate cover(s) 2 EA $ $
4 Restore all lane lines, contrasting bands, and wall targets 450 LF $ $ 5 Install new non-slip surface on steps 2 (SETS) $ $
6 Removal and replacement of existing coping stone 372 LF $ $ 7 Resurface existing sumps 2 EA $ $
8 Install new floor return inlets 15 EA $ $
9 Install new “No Diving” markers & Depth markers 12 EA $ $ 10 General Conditions 1 LS $ $
11 As-builts drawings 1 LS $ $
SUBTOTAL $
CITY OF SACRAMENTO Bid Proposal
Department of Public Works Page 2 of 4
Facilities and Real Property Management
DIVE TANK
1 Demolish existing fiberglass finish 1 LS $ $
2 Install new fiberglass pool finish 1 LS $ $
3 Replace main drain grate cover(s) 2 EA $ $
4 Removal and replacement of existing coping stone
(LABOR, thin set, caulking and grout) 144 LF $ $
5 Resurfaces existing sumps 2 EA $ $
6 Install new floor returns inlets 6 LF $ $
7 Install new “No Diving” markers & Depth markers 1 EA $ $ 8 Remove and replace existing equalizer covers 4 EA $ $
SUBTOTAL
CONTRACTOR NAME:
TOTAL $
SCHEDULE
If awarded the Contract, the undersigned agrees to sign said Contract and furnish the necessary surety bonds and insurance certificates within ten (10) days after receipt of the notice of award of the Contract, and to begin work within fifteen (15) days after the issuance of the Notice to Proceed by the City.
It is understood that this Bid Proposal is based upon completion of the Work within a period of FOURTY FIVE (45) CALENDAR DAYS. The Contractor shall refer to Section 1.B Completion Time of the S pecial Provisions for calculation of the completion date.
DETERMINATION OF LOW BIDDER
SPECIAL CONDITION: THE DETERMINATION OF THE LOW BIDDER WILL BE BASED ON THE BASE BID AND ALL ADDITIVE ALTERNATES. HOWEVER, THE CONTRACT AWARD MAY NOT INCLUDE ALL OF THE ADDITIVE A LTERNATIVES. THE CI TY RESERVES THE RIGHT TO SELECT WHICH ADDITIVE
ALTERNATIVES, IF ANY, TO INCLUDE IN THE CONTRACT AWARD IN ADDITI ON TO THE BASE BID WORK.
C
ORRECTING BID PRO POSAL: In determining the amount bid by each bidder, the City shal l disregard mathematical errors in addition, subtraction, multiplication, and division that appear obvious on the face of the Bid Proposal. When such a mathematical error appears on the face of the Bid Proposal, the City shall have the right to correct such error and to compute the to tal amount bid by said bidder on the basis of the corrected figure or figures.
CITY OF SACRAMENTO Bid Proposal
Department of Public Works Page 3 of 4
Facilities and Real Property Management
When an item price is required to be set forth in the Bid Proposal, and the total for the item set forth separately does not agree with a figure which is derived by multiplying the item price times the Engineer's estimate of the quantity of work to be performed for said item, the item price shall prevail over the sum set forth as the total for the item unless, in the sole discretion of the City, such a procedure would be inconsistent with the policy of the bidding procedure. The total paid for each such item of work shall be based upon the item price and not the total price. Should the Bid Proposal contain only total price for the item and the item price is omitted, the City shall determine the item price by dividing the total price for the item by the Engineer's E stimate of the estimated quantities of work to be performed as items of work.
If the Bid Proposal contains neither the item price nor the total pri ce for the item, then it shall b e deemed incomplete, and the Bid Proposal shall be disregarded.
BIDDER’S DECLARATION
The undersigned has examined the location of the proposed Work, the local conditions at the place where the Work is to be done, is familiar with the Contract Documents and is familiar and expressly agrees to the liquidated damages provision of the Contract Documents. T he undersigned has checked carefully all o f the foregoing figures and understands that the City of Sacramento will not be responsible for any errors or omissions on the part of the undersigned in making up this Bid Proposal.
Enclosed is Bid Proposal Guarantee, as required, consisting of a bidder's bond or other acceptable security for not less than ten percent (10%) of the amount Bid Proposal.
The undersigned agrees that all addenda received and acknowledged herein shall become a part of and be included in this Bid Proposal. This Bid Proposal includes the following addenda:
A
dd. # DATE
Add. # DATE
Add. # DATE
CITY OF SACRAMENTO Bid Proposal
Department of Public Works Page 4 of 4
Facilities and Real Property Management
NOTE: State whether your concern is a corporation, a co-partnership, private individual, or individuals doing business under a firm name. If the Bidder is a corporation, the Bid Proposal must be executed in the name of the corporation and must be signed by a duly authorized officer of the corporation. If the Bidder is a partnership, the Bid Proposal must be executed in the name of t he partnership and one of the partners must subscribe their signature thereto as the authorized representative of the partnership.
AMOUNT OF BID PROPOSAL GUARANTEE ENCLOSED:
($______________________) not less than ten percent (10%) of amount Bid Proposal
CONTRACTOR:
By: __________________________________
(Signature)
(Print or Type)
T itle
Address
Telephone No.
Fax No.
EMAIL ADDRESS
Date
PLEASE PRINT CLEARLY AS BID RESULTS WILL BE SENT VIA EMAIL
Contractor's License No. Type
Expiration Date
DIR Registration No.
Tax I.D. Nos.- Fed. State
City of Sacramento Business Operation Tax Certificate No. (City will not award contract if Certificate Number is missing.)
FOR CITY USE ONLY
BID BOND SECURITY
Properly Signed
Improperly Signed
Not Included
Not Required
TYPE OF DEPOSIT
Bid Bond
Cashier/Certified Check
Other __________
Initial: __________
SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE
THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS.
INSURER(S) AFFORDING COVERAGE
INSURER F :
INSURER E :
INSURER D :
INSURER C :
INSURER B :
INSURER A :
NAIC #
NAME:
CONTACT
(A/C, No):
FAX
E-MAIL
ADDRESS:
PRODUCER
(A/C, No, Ext):
PHONE
INSURED
REVISION NUMBER:CERTIFICATE NUMBER:COVERAGES
IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed.
If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s).
THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS
CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER.
OTHER:
(Per accident)
(Ea accident)
$
$
N / A
SUBR
WVD
ADDL
INSD
THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS
CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. $ $
$
$PROPERTY DAMAGE
BODILY INJURY (Per accident)
BODILY INJURY (Per person)
COMBINED SINGLE LIMIT
AUTOS ONLY
AUTOSAUTOS ONLY
NON-OWNED
SCHEDULEDOWNED
ANY AUTO
AUTOMOBILE LIABILITY
Y / N
WORKERS COMPENSATION
AND EMPLOYERS' LIABILITY
OFFICER/MEMBER EXCLUDED?
(Mandatory in NH)
DESCRIPTION OF OPERATIONS below
If yes, describe under
ANY PROPRIETOR/PARTNER/EXECUTIVE
$
$
$
E.L. DISEASE - POLICY LIMIT
E.L. DISEASE - EA EMPLOYEE
E.L. EACH ACCIDENT
ER
OTH-
STATUTE
PER
LIMITS(MM/DD/YYYY)
POLICY EXP
(MM/DD/YYYY)
POLICY EFF
POLICY NUMBERTYPE OF INSURANCELTR
INSR
DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required)
EXCESS LIAB
UMBRELLA LIAB $EACH OCCURRENCE
$AGGREGATE
$
OCCUR
CLAIMS-MADE
DED RETENTION $
$PRODUCTS - COMP/OP AGG
$GENERAL AGGREGATE
$PERSONAL & ADV INJURY
$MED EXP (Any one person)
$EACH OCCURRENCE
DAMAGE TO RENTED
$PREMISES (Ea occurrence)
COMMERCIAL GENERAL LIABILITY
CLAIMS-MADE OCCUR
GEN'L AGGREGATE LIMIT APPLIES PER:
POLICY PRO-
JECT LOC
CERTIFICATE OF LIABILITY INSURANCE
DATE (MM/DD/YYYY)
CANCELLATION
AUTHORIZED REPRESENTATIVE
ACORD 25 (2016/03)
© 1988-2015 ACORD CORPORATION. All rights reserved.
CERTIFICATE HOLDER
The ACORD name and logo are registered marks of ACORD
HIRED
AUTOS ONLY
2/9/2023
InterWest Insurance Services, LLC
P.O. Box 255188
Sacramento CA 95865-5188
Kerri Van Maren
916-797-4436
[email protected]
License#: 0B01094
Berkshire Hathaway Homestate Insurance Company
20044
ADVAPOO-01
Clear Blue Specialty Ins Co
37745
Advanced Pool Coatings
Sierra Point Industries dba: Sierra Concrete Resurfacing 6141 Angelo Court
Loomis CA 95650
Nationwide Mutual Ins Company
23787
21814551
B
X
1,000,000
X
100,000
5,000
1,000,000
2,000,000
X
Y
Y
WCCNCGL000175601
3/1/2022
3/1/2023
2,000,000
C
1,000,000
X
X
X
Y
Y
ACP3086568840
3/1/2022
3/1/2023
A
X
Y
ADWC348586
11/24/2022
11/24/2023
1,000,000
1,000,000
1,000,000
C
Inland Marine
ACP3086568840
3/1/2022
3/1/2023
Installation Floater
$200,000
Additional Insured status applies to requested entities if required by written contract per the attached endorsement(s).
Waiver of subrogation applies to requested entities if required by written contract per the attached endorsement(s).
Primary Non Contributory status applies to requested entities if required by written contract per the attached endorsement(s).
Per project status applies to requested entities if required by written contract per the attached endorsements(s).
Re: McClatchy Pool, 3500 5th Ave., Sacramento, CA 95819.
City of Sacramento, its officials, employees and volunteers.
City of Sacramento
c/o EXIGIS LLC
P.O. Box 947
Murrieta CA 92564
W
CCNCGL000175601
W
CCNCGL000175601
Ad
vanced Pool Coatings
3/1/2022 WCCNCGL000175601
A
s required by written contract signed by both parties and the insured contract is e
xecuted prior to any loss
W
CIS CGL 8001.rpt11
/24/2020
W
CIS CGL 8001.rpt11
/24/2020
Advanced Pool Coatings
3 /1/2022
WCCNCGL000175601
W
CCNCGL000175601
3086568840
3086568840
3086568840
30-4-6568840
ACP3046568840
COMMERCIAL AUTO
AC70050316
ously titled and which you purchased less
than 365 days before the date of the loss".
X. HIRED CAR - COVERAGE TERRITORY
Item (5) of the Policy Period, Coverage Territory
Genera/Conditionss replaced by the following:
(5) Anywheren the worldif a covered "auto" is
leased, hired, rented o r borrowed without a
driver for a period of 30 days or less; and
Y. EMERGENCY LOCKOUT
We will reimburse you up to $100 for reasonable
expense incurred for the services of a locksmith
to gain entry into your covered "auto" subject to
these provisions:
1. Your door key, electronic key or key entry
pad has been lost, stolen o r locked in your
covered "auto" and you are unable to enter
such "auto", or
2. Your keyless entry device battery dies and
you are unable to enter such "auto" as a re
sult,
3. Your key, electronic key or key entry pad
has been lost or stolen a nd you have
changed the lock to prevent an unauthorized
entry; and
a. Your obligation in the Duties in the Event
of Accident, Claim, Suit or Loss Condi
tion relative to notification requirements
applies only when the "accident" or
"loss" is known to:
(1) You, if you are an individual;
(2) A partner, if you are a partnership;
(3) A member, if you are a limited liability
company; or
(4) An executive officer or insurance
manager, if you are a corporation.
b. Your obligation in the. Duties in the Event
of Accident. Claim, Suit or Loss Condition
relative to providing us with documents
concerning a claim or "suit" will not be
considered b reached unless the breach
occurs after such claim or "suit" is known
to:
(1) You, if you are an individual;
(2) A partner, if you are a partnership;
(3) A member, if you are a limited
liability company; or
(4) An e xecutive officer or insurance
manager, if you are a corporation.
COVERAGE DAMAGE
For Hired Auto Physical Damage, we will
pay expenses for which an "insured" be
comes legally responsible to pay for loss of
use of a vehicle rented o r hired without a
driver, under a written rental contract or
agreement. We will pay for loss of use ex
penses if caused by:
(1) Other than collision if the Declarations
indicate that Comprehensive Coverage
is provided for any covered "auto";
(2) Specified Causes of Loss only if the
Declarations indicate that Specified
Causes of Loss Coverage is provided
for any covered "auto"; or
(3) Collision only if the Declarations indicate
that Collision Coverage is provided for
any covered "auto."
However, the most we will pay for any
expenses for loss of use is $50 per day, to a
maximum of $1,500. The insurance provided
by this provision is excess over any other
collectible insurance.
V. TRANSFER OF RIGHTS OF RECOVERY
AGAINST OTHERS TO US
The following is added to the Transfer Of Rights
Of Recovery Against Others To Us Condition:
We waive any right of recovery we may
have against any person or organization to
the extent required of you by a written con
tract executed prior to any "accident" be
cause of payments we make for damages
under this coverage form.
W. NOTICE OF AND KNOWLEDGE OF
OCCURRENCE
SECTION IV - BUSINESS AUTO
CONDITIONS, Paragraph A Is amended as
follows:
6. NOTICE OF AND KNOWLEDGE OF
OCCURRENCE
U. PHYSICAL
EXTENSIONS
Under SECTION Ill - PHYSICAL DAMAGE
COVERAGE, A. Coverage, Coverage Exten
sions, b. Loss of Use Expenses is replaced b y
the following:
b. Loss of Use Expenses
with its permission.
AC 70 05 0316
ACP BA 5EN 17030 INSURED COPY AC7005031600 0001 47 0041323 3086568840
308658840
B22014541003
SPECIAL PROVISIONS
AQUATICS POOL RESURFACING PROJECT TABLE OF CONTENTS
McClatchy Park Pool, 3500 5th Avenue, Sacramento, CA
TABLE OF CONTENTS
01010 SUMMARY OF WORK
01025 PAYMENTS AND MEASUREMENTS
01030 ALTERNATES
01040 COORDINATION
01044 CONTRACTOR’S REQUEST FOR INFORMATION / INTERPRETATION 01045 CUTTING AND PATCHING
01048 ELECTRONIC DRAWINGS
01049 SUPPORTING FROM STRUCTURE
01050 FIELD ENGINEERING
01090 DEFINITIONS AND REFERENCE STANDARDS
01200 MEETINGS
01300 SUBMITTALS
01311 SCHEDULES AND REPORTS
01313 CERTIFICATION OF COMPLIANCE
01340 SHOP DRAWINGS, PRODUCT DATA AND SAMPLES
01370 SCHEDULE OF VALUES
01400 QUALITY CONTROL
01500 CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS
01600 MATERIAL AND EQUIPMENT
01615 DELIVERY, STORAGE AND HANDLING
01630 SUBSTITUTION REQUESTS / EQUALS
01650 STARTING OF SYSTEMS
01660 TESTING, ADJUSTING AND BALANCING
01700 CONTRACT CLOSE-OUT
01710 CLEANING
01730 OPERATION AND MAINTENANCE MANUALS
01735 EQUIPMENT DEMONSTRATION AND OWNER PERSONNEL INSTRUCTION 01750 WARRANTIES AND BONDS
01760 SPARE PARTS AND MAINTENANCE MATERIALS
01780 PROJECT RECORD DOCUMENTS
01800 VALUE ENGINEERING
01810 OWNER REQUIREMENTS
END OF DIVISION 1 TABLE OF CONTENTS
AQUATICS POOL RESURFACING PROJECT SUMMARY OF WORK
McClatchy Park Pool, 3500 5th Avenue, Sacramento, CA S ECTION 01010, Page1
SUMMARY OF WORK – 01010 – PAGE 1
SECTION 01010
SUM MARY OF WORK
PART 1 - G
ENERAL
1.01 RELATED DOCUMENTS:
A. Drawings and General Conditions of the Contract including General and Supplementary Conditions, and Division 1 Specification Sections apply to this Section.
1.02 SUMMARY OF WORK:
A. Under a single contract, renovations for the City of Sacramento at the two sites described below shall be in conformity with the construction docu- ments contained herein including all materials, labor, tools, equipment, transportation and services necessary, complete and ready to use. Refer to the Description of Work below and the contract documents for a com- plete description of the work.
McClatchy Park Pool
3500 5th Avenue
Sacramento, CA 95822
B. Description of the Work:
The existing fiberglass at the McClatchy Park Pool shall be demolished down to the bare concrete shell; with the limits of the fiberglass removal to be at the bottom of the coping and/or to the wall tile. Other work shall con- sist of refinishing the fiberglass pool finish; repairing and/or removal of the existing expansion j oints which shall be the responsibility of the City of Sacramento. Additional improvements shall consist of demolishing the wall return inlets; demolishing the main drain grate covers; and restor ing all lane lines, depth markers, and such back to be consistent with the cur- rent health code requirements. All improvements must be in conformance with the construction documents contained herein including all materials, labor, tools, equipment, transportation and serv ices necessary, complete and ready to use by Thursday, June 1, 2023.
AQUATICS POOL RESURFACING PROJECT SUMMARY OF WORK
McClatchy Park Pool, 3500 5th Avenue, Sacramento, CA S ECTION 01010, Page2
SUMMARY OF WORK – 01010 – PAGE 2
1. The work consis ts of pro viding labor, materials, equipment, ser- vices, and administration required in conjunction with or incidental to the Project.
C. The term "NIC" shall be construed to mean that construction work is not to be furnished, installed or performed by Contractor. The term shall m ean "Not in this Contract"
1.03 CONSTRUCTION CONTRACT:
A. Construct project under single lump sum contract.
1.04 CONSTRUCTION SEQUENCE:
A. Contractor shall be responsible for sequencing of construction as shown in their approved Project Schedule. Contractor shall notify Owner (7) days in advance of any operations that may affect the owner’s use of adjacent property and (14) days in advance of any construction work that affects the utilities of adjacent buildings on the site.
1.05 WORK RESTRICTIONS / STAGING:
A. D ue to the sensitive nature of the existing use of the site, the Contractor shall have the full use of the contract area during the construction period, except the areas coordinated during the pre-construction conference.
1. City will designate an entrance to the Project site.
2. Use of premises for work, sto rage and vehicular parking is limited to areas designated by City.
3. There are a djacent residential properties and thus noise much be kept to a minimum prior to the start of the workday. The working hours for the site shall be limited to 7:00 AM to 3:30 PM unless oth- erwise approved by the City’s Construction Manager to start earlier or later depending on the circumstances.
B. Contractor shall assume responsibility for protection and safekeeping of the products stored on the site under this contract.
AQUATICS POOL RESURFACING PROJECT SUMMARY OF WORK
McClatchy Park Pool, 3500 5th Avenue, Sacramento, CA S ECTION 01010, Page3
SUMMARY OF WORK – 01010 – PAGE 3
C. This Contractor shall move stored products which interfere with any Owner operations, other Owner Contractors, or Owner access.
D. Contractor shall conduct operations to ensure least inconvenience to public and occupied areas of the site.
E. This Contractor shall obtain and pay for the use of additional storage or staging areas needed for operations.
F. Do not load structure with weight that would jeopardize its safety.
G. Should it be necessary to use portions of existing streets, sidewalks or right of ways for operations, this Contractor shall obtain approval and pay for the use of such areas in accordance with requirements of the authorities having jurisdiction.
1.06 SURROUNDING SITE CONDITION SURVEY
A. Prior to commencement of Work, Contractor a nd City shall jointly survey the site and existing buildings, paving, plant life, and other items, noting and recording existing damage such as cracks, sags, loose materials and other existing damage.
B. This record shall serve as a basis for determinati on of subsequent dam- age to these items due to settlement or movement due to demol ition and construction operations.
C. Such damage, as noted, shall be suitably marked on the item, if pos sible, and the official record of existing damage shall be signed by the parties making the survey.
D. Cracks, sags or other damage to the site and adjacent buildings, pa ving and other items not noted in the original survey but subsequently observed shall be reported immediately
1.07 PROTECTION OF EXISTING STRUCTURES AND UTILITIES
A. The Drawings show all known existing above and below grade structures; drainage lines; storm drains; sewers; water, gas, electrical and hot water
AQUATICS POOL RESURFACING PROJECT SUMMARY OF WORK
McClatchy Park Pool, 3500 5th Avenue, Sacramento, CA S ECTION 01010, Page4
SUMMARY OF WORK – 01010 – PAGE 4
lines; and other similar installations which are known to exist in the area of the Work.
B. Locate these known existing installations before proceeding with ex - cavation or other operations whi ch may damage same; maintain them in service unless directed otherwise by the City; and repair damage to them caused by the performance of the work, at no increase in the Agreement Price.
C. In addition to reporting, if a structure or utility is damaged, Contractor shall take appropriate action as provided in the Contract Documents.
1.08 OCCUPANCY OF THE WORK PRIOR TO FINAL ACCEPTANCE
A. T he City may use and occ upy the building portion of the Work before fo r- mal acceptance under the following conditions:
1. A Certificate of Substantial Completion will be prepared and ex - ecuted as provided in the Contract Documents. The Certificate of Substantial Completion shall be accompanied by a written en- dorsement of the Contractor's insurance carrier and suret y permit- ting occupancy by City during the remaining period of the work.
2. Occupancy by City shall not be construed as being an accept ance of that part of the work to be occupied.
3. Contractor will not be held responsible for any damage to the occ u- pied part of the Work resulting from the City's occupancy.
4. Occupancy by the City shall not be deemed to constitute a waiver of existing claims on behalf of the City or Contractor against each other.
5. If required by the City for areas it has benef icially occupied, the Contractor shall make available, on a 24- hour-a-day, 7-day-a-week basis, utility services, heating, and cooling as are in condition to be put in operation when such beneficial use and occupancy occurs.
The Contractor shall be respons ible for the operation and maint e- nance of such equipment while it is so operated until the Work is completed in the occupied areas, at which time operation and maintenance of such equipment shall be assumed by the City.
AQUATICS POOL RESURFACING PROJECT SUMMARY OF WORK
McClatchy Park Pool, 3500 5th Avenue, Sacramento, CA S ECTION 01010, Page5
SUMMARY OF WORK – 01010 – PAGE 5
6. Make an itemized list of eac h piece of equipment operated during beneficial occupancy, with the date operation commences. This list shall be the basis for the commencement of guarantee periods on the equipment being operated for the benefit of the City's occ upan- cy.
7. The City wi ll pay for the utility costs associated with its oc cupancy of portions of the work during construction.
PART 2 PRODUCTS
Not Used
PART 3 EXECUTION
Not Used
END OF SECTION 01010
AQUATICS POOL RESURFACING PROJECT PAYMENTS & MEASUREMENTS McClatchy Park Pool, 3500 5th Avenue, Sacramento, CA SECTION 01025, Page 1 PAYMENTS AND MEASUREMENTS – 01025 – PAGE 1
SECTION 01025
PAYMENTS & MEASUREMENTS
PART 1 - GENERAL
1.01 RELATED DOCUMENTS:
A. Drawings and General Conditions of the Contract including General and Supplementary Conditions, and Division 1 Specification Sections apply to this Section.
1.02 SCHEDULE OF VALUES
A. Type Schedule on form contained in the Contract Documents.
Contractor's standard forms and automated printout will be considered for approval upon request. Identify schedule with: Project name and location, Contractor's name and address, all subcontractor's name, address and type of Work along with Submission date.
1. List the installed value of the component parts of the Work broken down into sufficient detail to serve as a basis for computing values for progress payments during the performance of the Work. For example, in the case of drywall Work, identify components such as wallboard, accessories, taping and finishing.
2. Follow the Specifications table of contents as the format for listing component items; identify each line item with the number and title of the respective Specification Section.
3. For each major line item, list sub-values of products or operations.
4. For the various portions of the Work:
a. Include a separate line item for the amount of overhead and profit drawn.
b. For portions of Work in excess of ten thousand dollars ($10,000) in cost, separately identify labor and material costs.
5. The sum of values listed in the Schedule of Values shall equal the total Construction Contract Sum. Design costs are to be identified separately.
AQUATICS POOL RESURFACING PROJECT PAYMENTS & MEASUREMENTS McClatchy Park Pool, 3500 5th Avenue, Sacramento, CA SECTION 01025, Page 2 PAYMENTS AND MEASUREMENTS – 01025 – PAGE 2
1.02 APPLICATIONS FOR PAYMENT
A. General: Submit Applications for Payment to the Architect in accordance with the schedule established by the Contract Documents.
B. Submit itemized applications on form contained in Contract Documents.
1. Line items and dollar values shall be from the approved schedule of values.
2. Include names, trades, and amounts for Subcontractors.
3. Overhead and profit shall be a line item each month for Contractor and Sub-contractors.
C. Preparation of Application for Each Progress Payment:
1. On application form, fill in:
a. R equired information, including Change Orders executed prior to application.
b. S ummary of dollar values agreeing with the totals indicated on the Continuation Sheets.
c. C ertify with the signature of an authorized agent of the Contractor's firm.
2. Continuation Sheets:
a. Fill in total list of scheduled component items of Work with item number and the scheduled dollar value for each item.
b. Fill in the dollar value in each column for each scheduled line item when Work has been performed or products stored as approved. Round off values to nearest dollar, unless other - wise specified for the schedule of values.
c. List each Change Order executed prior to the date of submission at the end of the Continuation Sheets. List by Change Order Number, description, and breakdown of costs as for an original component item of Work.
D. Substantiating Data for Progress Payments:
1. When substantiating data are required, submit suitable information as specified in SECTION 01300 - SUBMITTALS with a cover letter identifying:
a. Project Name and Number.
AQUATICS POOL RESURFACING PROJECT PAYMENTS & MEASUREMENTS McClatchy Park Pool, 3500 5th Avenue, Sacramento, CA SECTION 01025, Page 3 PAYMENTS AND MEASUREMENTS – 01025 – PAGE 3
b. Application number and date.
c. Detailed list of enclosures.
d. For approved stored materials:
1) Item number and identification as shown on
application.
2) Address of warehouse facility and copy of insurance
documents for said facility.
3) Description of specific material.
E. Preparation of Application for Final Payment:
1. Fill in application form as specified for progress payments.
2. Use Continuation Sheets for presenting the final statement of accounting.
PART 2 - PRODUCTS
Not Used.
PART 3 - EXECUTION
Not Used.
END OF SECTION 01025
AQUATICS POOL RESURFACING PROJECT ALTERNATES
McClatchy Park Pool, 3500 5th Avenue, Sacramento, CA SECTION 01030, Page 1
ALTERNATES – 01030 – PAGE 1
SECTION 01030
ALTERNATES
PART 1 - GENERAL
1.01 RELATED DOCUMENTS:
A. Drawings and General Conditions of the Contract including General and Supplementary Conditions, and Division 1 Specification Sections apply to this Section.
1.02 REQUIREMENTS:
A. Definition: An Alternate is defined as a portion of the work, which is priced separately, to be included in the Work at the Owners option.
B. This section defines each Alternate by number, and describes the basic changes to be incorporated into the work, only when that alternate is made a part of the work by stipulated provisions in the owner Contractor agreement.
C. Coordination:
1. Include as a part of each alternate, devices, appurtenances, acces- sories and similar items incidental to or necessary for complete i n- stallation.
2. Coordinate alternate with adjacent work and modify or adjust as necessary as approved by the architect, to ensure full integration.
D. In addition to the Base Bid as provided on the Bid Form, the Contractor (Bidder) shall quote alternate prices in the blank spaces provided on the Bid Form under Alternate Bids.
E. The Additive Alternate Bids increase the Scope of Work as defined by the Base Bid and represent additions to the amount of the Base Bid.
F. The Deductive Alternate Bids decrease the Scope of Work as defined by the Base Bid and represent deductions to the amount of the Base Bid.
AQUATICS POOL RESURFACING PROJECT ALTERNATES
McClatchy Park Pool, 3500 5th Avenue, Sacramento, CA SECTION 01030, Page 2
ALTERNATES – 01030 – PAGE 2
1.02 ALTERNATES:
PART 2 PRODUCTS
Not Used
PART 3 EXECUTION
Not Used
END OF SECTION 01030
AQUATICS POOL RESURFACING PROJECT MODIFICATION PROCEDURES McClatchy Park Pool, 3500 5th Avenue, Sacramento, CA SECTION 01035, Page 1
Modification Procedures – 01035 – PAGE 1
SECTION 01035
MODIFICATION PROCEDURES
PART 1 - GENERAL
1.01 R
EQUIREMENTS INCLUDED
A. Promptly implement change order procedures.
1. Provide full written data required to evaluate changes.
2. Maintain detailed records of work done on a time-and-material/force account basis, submitted to the City on a daily basis.
3. Provide full documentation to City on request.
B. Designate in writing the member of Contractor's organization:
1. Who is authorized to accept changes in the Work.
2. Who is responsible for informing others in the Contractor's employ of the authorization of changes in the Work.
C. City Project Manager is the person who is authorized to execute Change Orders.
1.02 R ELATED REQUIREMENTS
A. Agreement: The amounts of established unit prices.
B. Section 01025: Payments & Measurements.
C. Section 01311: Bar Chart.
D. Section 01605: Substitution Request Form.
1.03 D
EFINITIONS
A. Construction Change Authorization: A written order to the Contractor, signed by City, w hich amends the Contract Documents as described, and authorizes Contractor to proceed with a change which affects the Agreement Sum and/or the Agreement Time, for inclusion in a subsequent Change Order.
B. Supplemental Instructions: A written order, instructions, or interpretations, signed by City making minor changes in the Work not involving a change in Agreement Sum or Agreement Time.
AQUATICS POOL RESURFACING PROJECT MODIFICATION PROCEDURES McClatchy Park Pool, SACRAMENTO, CA SECTION 01035, Page 2
Modification Procedures – 01035 –PAGE 2
1.04 PR ELIMINARY PROCEDURES
A. City may initiate changes by submitting a Proposed Change Order (PCO) to Contractor which may include:
1. Detailed description of the Change, Products, and location of the change in the Project.
2. Supplementary or revised Drawings and Specifications.
3. A specific statement as to whether overtime work is, or is not, authorized.
4. A specific period of time during which the requested price will be considered valid.
5. Such request(s) are for information only, and are not an instruction to execute the changes, nor to stop Work in progress.
B. Contractor may initiate changes by submitting a written notice to City, containing:
1. Description of the Request For Change (RFC).
2. Statement of the reason for making the changes.
3. Statement of the effect on the Agreement Sum and/or the Agreement Time.
4. Statement of the effect on the work of separate contractors.
Documentation supporting any change in Agreement Sum or Agreement Time, as appropriate.
Copy of the Change Order Proposal Summary form.
1.05 C
ONSTRUCTION CHANGE AUTHORIZATION
A. In lieu of a PCO, City may issue a construction change authorization for Contractor to proceed with a change for subsequent inclusion in a Change Order.
B. Authorization will describe changes in the Work, both additions and deletions, with attachments of revised Contract Documents to define details of the change, and will designate the method of determining any change in the Agreement Sum and any change in Agreement Time.
C. City will sign and date the Construction Change Authorization as authorization for the Contractor to proceed with the changes.
D. Contractor will sign and date the Construction Change Authorization to indicate agreement with the terms therein.
1.06 D
OCUMENTATION OF PROPOSALS AND CLAIMS
A. Support each quotation for a lump-sum proposal, and for each unit price which has not previously been established, with sufficient substantiating data to allow City to evaluate the quotation.
B. On request provide additional data to support time and cost computations:
1. Labor required.
AQUATICS POOL RESURFACING PROJECT MODIFICATION PROCEDURES McClatchy Park Pool, SACRAMENTO, CA SECTION 01035, Page 3
Modification Procedures – 01035 –PAGE 3
2. Equipment required.
3. Products required.
a. Recommended source of purchase and unit cost.
b. Quantities required.
4. Taxes, insurance and bonds.
5. Credit for work deleted from Agreement, similarly documented.
6. Justification for any change in Agreement Time.
C. Support each claim for additional costs, and for work done on a time- and-material/force account basis, with documentation as required for a lump-sum proposal, plus additional information:
1. Name of the City's authorized agent who ordered the work, and date of the order.
2. Dates and times work was performed, and by whom.
3. Time record, summary of hours worked, and hourly rates paid.
4. Receipts and invoices for:
a. Equipment used, listing dates and times of use.
b. Products used, listing of quantities.
c. Subcontracts.
D. Document requests for substitutions for Products as specified in Section 01600.
E. Include a copy of the Change Order Proposal Summary – EZ-PCO” for each separate proposal.
1.07 P
REPARATION OF CHANGE ORDERS
A. City will prepare each Change Order.
B. Change Order will describe changes in the Work, both additions and deletions, with attachments of revised Contract Documents to define details of the change.
C. Change Order will provide an accounting of the adjustment in the Agreement Sum and in the Agreement Time.
1.08 L UMP -SUM/FIXED PRICE CHANGE ORDER
A. Content of Change Orders will be based on, either:
1. PCO and Contractor's responsive Proposal as mutually agreed between City and Contractor.
2. RFC as accepted by City.
3. Construction Change Authorization with supporting documentation.
AQUATICS POOL RESURFACING PROJECT MODIFICATION PROCEDURES McClatchy Park Pool, SACRAMENTO, CA SECTION 01035, Page 4
Modification Procedures – 01035 –PAGE 4
B. Contractor will sign and date the Change Order to indicate agreement with the terms therein.
C. City will sign and date the Change Order as authorization for the Contractor to proceed with the changes.
1.09 UNIT PRICE CHANGE ORDER
A. The amounts of the unit prices to be:
1. Those stated in the Agreement.
2. Those mutually agreed upon between City and Contractor.
B. When quantities of each of the items affected by the Change Order can be determined prior to start of the work:
1. City will sign and date the Construction Change Authorization as authorization for Contractor to proceed with the changes.
2. Contractor will sign and date the Construction Change Author ization to indicate agreement with the terms therein.
C. When quantities of the items cannot be determined prior to start of the work:
1. City will issue a Construction Change Authorization directing Contractor to proceed with the change on the basis of unit prices and will cite the applicable unit prices.
2. At completion of the change, City will determine the cost of such work based on the unit prices and quantities used.
a. Contractor shall submit documentation to establish the number of units of each item and any claims for a change in Agreement Time.
3. City and Contractor will sign and date the Change Order to indicate their agreement with the terms therein.
4. City will sign and date the Change Order to establish the change in Agreement Sum and in Agreement Time.
1.10 TIME AND MATERIAL/FORCE ACCOUNT CHANGE ORDER/CONSTRUCTION CHANGE
AUTHORIZATION
A. City will issue a Construction Change Authorization directing Contractor to proceed with the changes.
B. At completion of the change, Contractor shall submit itemized accounting and supporting data as provided in the "Documentation of Proposals and Claims" of this Section.
C. City will determine the allowable cost of such work, as provided in General Conditions and Supplementary Conditions.
D. City and Contractor will sign and date the Change Order to indicate their agreement therewith.
E. City will sign and date the Change Order to establish the change in Agreement Sum and in Agreement Time.
1. 11 CORRELATION WITH CONTRACTOR' S SUBMITTALS
AQUATICS POOL RESURFACING PROJECT MODIFICATION PROCEDURES McClatchy Park Pool, SACRAMENTO, CA SECTION 01035, Page 5
Modification Procedures – 01035 –PAGE 5
A. Revise Schedule of Values and Request for Payment forms to record each change as a separate item of Work, and to record the adjusted Agreement Sum.
B. Revise the Construction Schedule to reflect each change in Agreement Time.
1. Revise schedules to show changes for other items of work affected by the changes.
C. Upon completion of work under a Change Order, enter pertinent changes in Record Documents.
1.12 C HANGE ORDER PROPOSAL SUMMARY - EZ-PCO
A. Whenever a change, modification or alteration is being evaluated by the City ,requiring a change in cost, the contractor shall prepare a copy of the “Change Order Proposal Summary – EZ-PCO” for each unique change, modification or alteration.
B. Compensation for markups shall be limited to the application of percentages outlined in the “Instructions – Change Order Proposal Summary - EZ-PCO”.
PART 2 -
PRODUCTS
Not Used.
PART 3 -
EXECUTION
Not Used.
----- END OF SECTION ----
AQUATICS POOL RESURFACING PROJECT MODIFICATION PROCEDURES McClatchy Park Pool, SACRAMENTO, CA SECTION 01035, Page 6
Modification Procedures – 01035 –PAGE 6
AQUATICS POOL RESURFACING PROJECT MODIFICATION PROCEDURES McClatchy Park Pool, SACRAMENTO, CA SECTION 01035, Page 7
Modification Procedures – 01035 –PAGE 7
AQUATICS POOL RESURFACING PROJECT MODIFICATION PROCEDURES McClatchy Park Pool, SACRAMENTO, CA SECTION 01035, Page 8
Modification Procedures – 01035 –PAGE 8
AQUATICS POOL RESURFACING PROJECT COORDINATION
McClatchy Park Pool, 3500 5th Avenue, Sacramento, CA Page 1
COORDINATION – 01040 – PAGE 1
SECTION 01040
COORDINATION
PART 1 - GENERAL
1.01 RELATED DOCUMENTS:
A. Drawings and General Conditions of the Contract including General and Supplementary Condition, and Division 1 Specification Sections apply to this Section.
1.02 SUMMARY
A. Coordinate the Work; do not delegate the responsibility for coordination to any Subcontractor.
B. This Contractor shall resolve differences or disputes concerning coordination, interference, or extent of Work of the various sections, and trades.
1.03 COORDINATION
A. Coordinate scheduling, submittals and Work of the various Specification Sections to assure efficient and orderly sequence of installation of interdependent construction elements.
B. Coordinate completion and clean up of all Work in preparation for Substantial Completion.
C. Coordinate access to site for correction of defective Work and Work not in accordance with the Contract Documents to minimize disruption of Owner’s activities.
1.04 ELECTRICAL AND MECHANICAL COORDINATION
A. Verify that utilit y requirement characteristics of operating equipment are compatible with proposed building utilities. Coordinate work of all Sections having interdependent responsibilities for installing, connecting to, and placing in service, such equipment.
B. Coordinate space requirements and installation of mechanical and electrical work that are indicated diagrammatically on Drawings. Follow routing shown for pipes, ducts, and conduit, as closely as practicable; place runs parallel with line of building. Utilize spaces efficiently to maximize accessibility for other installations, for maintenance and for repairs.
C. In finished areas except as otherwise indicated, conceal pipes, ducts, and wiring within the construction. This includes identified “Conduit or Pip e
AQUATICS POOL RESURFACING PROJECT COORDINATION
McClatchy Park Pool, 3500 5th Avenue, Sacramento, CA Page 2
COORDINATION – 01040 – PAGE 2
Runs for Future Equipment”. Coordinate locations of fixtures and outlets with finish elements.
1.04 COORDINATION DRAWINGS
A. Prepare coordination drawings, if required, and submit prints of the drawings before beginning fabrication or delivery of materials to the Project site. The prints will not be reviewed or approved, but will be received as an indication that the Contractor has performed coordination functions.
PART 2 PRODUCTS
Not Used
PART 3 EXECUTION
Not Used
END OF SECTION 01040
AQUATICS POOL RESURFACING PROJECT REQUEST FOR INFORMATION McClatchy Park Pool, 3500 5th Avenue, Sacramento, CA SECTION 01044, PAGE 1
CONTRACTOR’S REQUESTS FOR INFORMATION / INTERPRETATION
– 01044 – PAGE 1
SECTION 01044
CONTRACTOR’S REQUESTS FOR INFORMATION / INTERPRETATION
PART 1 - GENERAL
1.01 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary Conditions, and other Division 1 Specification Sections, apply to this Section.
1.02 DESCRIPTION
A. Section Includes: Administrative requirements for requests for information / interpretation.
1.03 DEFINITIONS
A. Request For Information / Interpretation (RFI):
1. A document submitted through Construction Manager requesting clarification of a portion of the Contract Documents, hereinafter referred to as RFI.
2. A properly prepared request for information / interpretation shall include a detailed written statement that indicates the specific Drawing(s) or Specification(s) in need of clarification and the nature of the clarification requested.
a. Drawings shall be identified by Drawing number and location on the Drawing sheet.
b. Specifications shall be identified by Section number, page and paragraph.
c. Requests for Information: Request made by Contractor concerning information not indicated on Drawings nor
contained in Project Manual that is required to properly perform the work.
d. Requests for Interpretation: Request made by Contractor in accordance with the Contract for construction.
B. Improper RFI’s:
1. RFI’s that are not properly prepared.
2. Improper RFI’s will be rejected by the Architect. The Contractor will be notified by the Architect upon rejection of improper RFI’s.
AQUATICS POOL RESURFACING PROJECT REQUEST FOR INFORMATION McClatchy Park Pool, 3500 5th Avenue, Sacramento, CA SECTION 01044, PAGE 2
CONTRACTOR’S REQUESTS FOR INFORMATION / INTERPRETATION
– 01044 – PAGE 2
C. Frivolous RFI’s:
1. RFI’s which request information that is clearly shown on the Contract Documents.
a. Frivolous RFI’s will be returned unanswered.
D. Neither improper nor frivolous RFI’s will be allowed as basis for Change Orders claiming additional costs and/or time extensions.
1.04 CONTRACTOR’S REQUESTS FOR INFORMATION
A. RFI’s shall be submitted on Document 01044-4 – Request for Information / Interpretation included at the end of this Section.
1. Forms shall be completely filled in, and if prepared by hand, shall be fully legible after photocopying or transmission by facsimile (fax).
2. RFI’s shall be submitted in numerical order with no breaks in the consecutive numbering.
3. Each page of attachments to RFI’s shall bear the RFI number and shall be consecutively numbered in chronological order.
4. RFI’s shall be submitted by fax.
a. Submittal by email is the preferred method of submittal. b. Coordinate with the City Construction Manage first, then it is forwarded to the Architect. Additional information on the lines of communication will be discussed at the Pre- Construction Conference.
B. When the Architect is unable to determine from the Contract Documents the material, process or system to be installed, the Owner’s Representative shall be requested to make a clarification of the indeterminate item.
1. Wherever possible, such clarification shall be requested at the next appropriate project meeting, with the response entered into the meeting minutes. When clarification at the meeting is not possible, either because of the urgency of the need, or the complexity of the item, the Contractor shall prepare and submit an RFI.
C. The Contractor shall endeavor to keep the number of RFI’s to a minimum. In the event that the process becomes unwieldy, in the opinion of the Owner’s Representative, because of the number and frequency of RFI’s submitted, the Owner’s Representative may require the Contractor to abandon the process and submit future requests as either submittals (within 30 days of Notice to Proceed), substitutions or requests for change.
AQUATICS POOL RESURFACING PROJECT REQUEST FOR INFORMATION McClatchy Park Pool, 3500 5th Avenue, Sacramento, CA SECTION 01044, PAGE 3
CONTRACTOR’S REQUESTS FOR INFORMATION / INTERPRETATION
– 01044 – PAGE 3
D. RFI’s shall be originated by the Contractor.
1. RFI’s from contractors or material suppliers shall be submitted through, reviewed by, and signed by the Architect prior to submittal to the Owner’s Representative.
2. RFI’s from contractors or material suppliers sent directly to the Owner’s Representative, or the Architect’s consultant s shall not be accepted and will be returned unanswered.
E. The Contractor shall carefully study the Contract Documents to assure that the requested information is not available therein. RFI’s that request information available in the Contract Documents will be deemed either “improper” or “frivolous” as noted above.
F. In the cases where RFI’s are issued to request clarification of coordination issues, for example, pipe and duct routing, clearances, specific locations of work shown diagrammatically, and similar items, the Contractor shall fully lay out a suggested solution using drawings or sketches drawn to scale, and submit same with the RFI. RFI’s which fail to include a suggested solution will be returned unanswered with a requirement that the Contractor submit a complete request.
G. RFI’s shall not be used for the following purposes:
1. To request approval of submittals,
2. To request approval of substitutions,
3. To request changes which are known to entail additional cost or credit. (A Change Order Request form shall be used.)
4. To request different methods of performing work than those drawn and specified.
H. In the event the Contractor believes that a clarification by the Architect results in additional cost or time, Contractor shall not proceed with the work indicated by the RFI until a Change Order (or Construction Change Directive, if applicable to project) is prepared and approved. RFI’s shall not automatically justify a cost increase in the work or a change in the project schedule.
1. Answered RFI’s shall not be construed as approval to perform extra work.
2. Rejected RFI’s will be returned with a stamp or notation: Rejected.
I. The Contractor shall prepare and maintain a log of RFI’s, and at any time requested by the Owner’s Representative, Contractor shall furnish copies of
AQUATICS POOL RESURFACING PROJECT REQUEST FOR INFORMATION McClatchy Park Pool, 3500 5th Avenue, Sacramento, CA SECTION 01044, PAGE 4
CONTRACTOR’S REQUESTS FOR INFORMATION / INTERPRETATION
– 01044 – PAGE 4
the log showing outstanding RFI’s. The Contractor shall note unanswered RFI’s in the log.
J. The Contractor shall allow up to 7 working days review and response time for RFI’s, unless review is required of multiple consultants, then the review and response period shall be 10 working days.
1. The Architect will endeavor to respond in a timely fashion to RFI’s.
2. RFI shall state requested date/time for response to help prioritize requests; however, this requested date/time for response is not a guarantee that the RFI will be answered by that date/time if that date/time is deemed inadequate or insufficient.
1.05 ARCHITECT’S RESPONSE TO RFI’S
A. The Architect and/or Owner’s Representative will respond to RFI’s on one of the following forms:
1. Properly prepared RFI’s:
a. Response directly upon RFI form.
b. Architect’s Supplemental Instruction.
c. Request for Proposal.
2. Improper or Frivolous RFI’s: Rejected RFI’s will be returned with a stamp or notation: Rejected.
3. Answers to properly prepared RFI’s may or may not be made directly upon the RFI form as deemed appropriate by the Owner’s
Representative and/or the Architect.
B. The Owner’s Representative and/or the Architect may opt to retain RFI’s for discussion during regularly scheduled project meetings for inclusion of responses in meeting minutes in lieu of responding on a written form.
PART 2 - PRODUCTS
NOT APPLICABLE.
PART 3 - EXECUTION
NOT APPLICABLE.
END OF SECTION 01044
AQUATICS POOL RESURFACING PROJECT REQUEST FOR INFORMATION McClatchy Park Pool, 3500 5th Avenue, Sacramento, CA SECTION 01044, PAGE 5
CONTRACTOR’S REQUESTS FOR INFORMATION / INTERPRETATION
– 01044 – PAGE 5
REQUEST FOR INFORMATION / INTERPRETATION
Project: City of Sacramento R.F.I. Number:_________
Pr oject Name From:________________
To: ____________________ Date: ________________
Fax: _________ ___
City P
roject Number:
Specification Section: Paragraph: Drawing Reference: Detail
Request/Recommendation:
* Requested Date/Time for Response:
(The undersigned acknowledges review of Section 01044 in its entirety.) Signed by:
Response:
Attachments
Response From: To: * Date Rec’d: * Date Ret’d:
Signed by:
Copies:
Owner __ _________ _____ ______ File
* Contractor shall allow up to 7 working days review and response time for RFI’s, unless review is required of multiple consultants, then the review and response period shall be 10 working days. (See Section 01044.)
AQUATICS POOL RESURFACING PROJECT CUTTING AND PATCHING McClatchy Park Pool, 3500 5th Avenue, Sacramento, CA S ECTION 01045, Page 1
CUTTING AND PATCHING – 01045 – PAGE 1
SECTION 01045
CUT TING AND PATCHING
PART 1 - GENERAL
1.01 RELATED DOCUMENTS:
A. Drawings and General Conditions of the Contract including General and Supplementary Conditions, and Division 1 Specification Sections apply to this Section.
1.02 DESCRIPTION:
A. Work Included: This Section establishes general requirements pertaining to cutting, fitting, and patching of the work required to:
1. Make the several parts fit properly.
2. Uncover work to provide for installation, inspection, or both of ill - timed work.
3. Remove and replace work not conforming to requirements of the Contract Documents.
4. Remove and replace defective work.
1.03 QUALITY ASSURANCE
A. Perform all cutting and patching in accordance with pertinent requirements of the specifications and in the event no such requirements are determined, in conformance with the Architect's written direction.
B. In all cases, exercise extreme care in cutting operations and perform such operations under adequate supervision by competent mechanics skilled in the applicable trade. Openings shall be neatly cut and shall be kept as small as possible to avoid unnecessary damage. Careless and/or avoidable cutting damage, etc., will not be tolerated, and the Contractor will be held responsible for such avoidable or willful damage.
C. All replacing, patching, and repairing of materials and surfaces cut or damaged in the execution of the work shall be performed by experienced mechanics of the several trades involved. Such replacing, repairing, and/or patching shall be done with the applicable materials, in such a manner that all surfaces so replaced, etc., will upon completion of the work, match the surrounding similar surfaces.
AQUATICS POOL RESURFACING PROJECT CUTTING AND PATCHING McClatchy Park Pool, 3500 5th Avenue, Sacramento, CA S ECTION 01045, Page 2
CUTTING AND PATCHING – 01045 – PAGE 2
1.04 SUBMITTALS
A. Request for the Architect's Consent:
1. Prior to cutting which affects structural safety, submit a written request to the Architect for permission to proceed with cutting.
2. Should conditions of the work, or schedule, indicate a required change of materials or methods for cutting and patching, notify the Architect and secure his written permission prior to proceeding.
B. Notices to the Architect:
1. Submit written notice to the Architect designating the time the work will be uncovered, therefore providing a time for the Architect's observation.
PART 2 - PRODUCTS
2.01 MATERIALS
A. For replacement of work removed, use materials which comply with each pertinent Section of these specifications.
PART 3 - EXECUTION
3.01 CONDITIONS
A. I nspect existing conditions, including elements subject to movement or damage during cutting and patching.
B. After uncovering the work, inspect conditions affecting installation of new work.
3.02 DISCREPANCIES
A. If uncovered conditions are not as anticipated, immediately notify the Architect and secure needed directions.
B. Do not proceed in areas of discrepancy until all such discrepancies have been fully resolved.
C. Provide all required protection including, but not necessarily limited to, shoring, bracing, and support to maintain structural integrity of the work.
D. Beginning of cutting or patching means acceptance of existing conditions.
AQUATICS POOL RESURFACING PROJECT CUTTING AND PATCHING McClatchy Park Pool, 3500 5th Avenue, Sacramento, CA S ECTION 01045, Page 3
CUTTING AND PATCHING – 01045 – PAGE 3
3.03 PREPARATION
A. Provide temporary supports to ensure structural integrity of existing mat e- rial. Provide devices and methods to protect other portions of Facility from damage.
B. Provide protection from elements for areas which may be exposed by un- covering work.
3.04 PERFORMANCE
A. Perform cutting a nd demolition by methods which will prevent damage to other portions of the work and will provide a proper surface to receive new installation or repair and new work. Perform fitting and adjustment of products to provide finished installation complying with the specified tolerance and finishes.
END OF SECTION 01045
AQUATICS POOL RESURFACING PROJECT SUMMARY OF WORK
McClatchy Park Pool, 3500 5th Avenue, Sacramento, CA SECTION 01048, PAGE 1
ELECTRONIC DRAWINGS – 01048 – PAGE 1
SECTION 01048
ELECTRONIC DRAWINGS
PART 1 - GENERAL
1.01 RELATED DOCUMENTS
A. Drawings and General Provisions of Contract, including Conditions of the Contract and Division 1 Specifications, apply to this Section.
1.02 SUMMARY
A. The Architect, if requested, will provide the Contractor with one electronic copy of the Contract Document Drawings for distribution to subcontractors and suppliers as a convenience in the preparation of Shop Drawings and Site Work. The electronic copy will be provided on a compact disk in AutoCad format.
B. The Architect shall be paid a service fee of $100.00 in accordance with the Agreement. This fee shall be paid by the Contractor immediately upon acceptance of the CD.
C. A signed and fully completed agreement must be submitted to formally request any electronic files.
1. No additional fee’s are required if a contactor shares those files with sub-contractors/vendors, however signed agreements for the release of those files must be received by the architect prior to their release.
1.03 REFERENCES
A. A copy of the Agreement is included at the end of this Section.
PART 2 PRODUCTS
Not Used
PART 3 EXECUTION
Not Used
END OF SECTION 01048
AQUATICS POOL RESURFACING PROJECT SUMMARY OF WORK
McClatchy Park Pool, 3500 5th Avenue, Sacramento, CA SECTION 01048, PAGE 1
ELECTRONIC DRAWINGS FORM – 01048 – PAGE 1
AN AGREEMENT BETWEEN ARCHITECT-ENGINEER OF RECORD AND
CONTRACTOR FOR TRANSFER OF COMPUTER AIDED DRAFTING (CAD) FILES
ON ELECTRONIC MEDIA
Architect of Record Contractor
City Pr
oject No. Date:
Project Name: ______
______ ___________________________________
Location: ______
__________________________________________________
The Architect will provide the following CAD files, dated _______________, for the convenience of the contractor in preparing shop fabrication drawings:
Drawings were prepared on the following:
Computer Software: A
utoCad Version: 2000 or later
Contractor shall pay Architect
a service fee of ($ )
TERMS AND CONDITIONS:
1. Architect makes no representation as to the compatibility of the CAD files with any hardware or software.
2. Since the information set forth on the CAD files can be modified unintentionally or otherwise, the Architect reserves the right to remove all indicia of its ownership and/or involvement from each electronic display. This media should not be considered a certified document.
3. All information on the CAD files is considered instruments of service of the AER and shall not be used for other projects, for additions to this project, or completion of this project by others. CAD files shall remain the property of the Architect, and in no case shall the transfer of these files be considered a sale.
4. Architect makes no representation regarding the accuracy, completeness, or permanence of CAD files, nor for their merchantability or fitness for a particular
AQUATICS POOL RESURFACING PROJECT SUMMARY OF WORK
McClatchy Park Pool, 3500 5th Avenue, Sacramento, CA SECTION 01048, PAGE 2
ELECTRONIC DRAWINGS FORM – 01048 – PAGE 2
purpose. Addenda information or revisions made after the date indicated on the CAD files may not have been incorporated. In the event of a conflict between the Architect’s sealed Contract Drawings and CAD files, the sealed Contract Drawings shall govern. It is the Contractor’s responsibility to determine if any conflicts exist.
The CAD files shall not be considered to be Contract Documents as defined by the General Conditions of the Contract for Construction.
5. The use of CAD files prepared by the Architect shall not in any way obviate the Contractor’s responsibility for the proper checking and coordination of dimensions, details, member sizes and gage, and quantities of materials as required to facilitate complete and accurate fabrication and erection.
6. The Contractor shall, to the fullest extent permitted by law, indemnify, defend and hold harmless the Architect , and its subconsultants from all claims, damages, losses, expenses, penalties and liabilities of any kind, including attorney’s fees, arising out of or resulting from the use of the CAD files by the Contractor, or by third party recipients of the CAD files from the Contractor.
7. The Architect believes that no licensing or copyright fees are due to others on account of the transfer of the CAD files, but to the extent any are, the Contractor will pay the appropriate fees and hold the Architect harmless from such claims.
8. Any purchase order number provided by the Contractor is for Contractor’s accounting purposes only. Purchase order terms and conditions are void and are not a part of this Agreement.
9. Payment of the service fee is due upon receipt of the CAD files.
10. This Agreement shall be governed by the laws of the principal place of business of the Architect.
AUTHORIZED ACCEPTANCE
by Architect of Record by Contractor
___________________________ _______________________________ Signature Signature
___________________________ _______________________________ Print Name and Title Print Name and Title
___________________________ _______________________________ Date Date
AQUATICS POOL RESURFACING PROJECT SUPPORTING FROM STRUCTURE McClatchy Park Pool, 3500 5th Avenue, Sacramento, CA SECTION 01049, Page 1
SUPPORTING FROM STRUCTURE – 01049 – PAGE 1
SECTION 01049
SUPPORTING FROM STRUCTURE
PART 1 - GENERAL
1.01 RELATED DOCUMENTS:
A. Drawings and General Conditions of the Contract including General and Supplementary Conditions, and Division 1 Specification Sections apply to this Section.
1.02 DESCRIPTION:
A. Work Included:
1. This section provides guidelines and limitations for supporting all mechanical, electrical, plumbing or architectural items from the building structure, and for seismic bracing for all such items.
2. Design and install all support and bracing systems except as noted.
Provide for attachment to portions of the building structure capable of bearing the loads imposed. Designed systems shall not overstress the building structure.
3. All art supported from the structure shall be reviewed by the design structural engineer for loads applied to verify structure can sustain it. The structure shall be re-sized and re-calculated by the design structural engineer as required to provide the necessary support, and contractor shall be paid for impacts to project costs and schedule if required.
B. Work Not Included:
1. The Contractor is not required to design support and bracing for items for which the contract documents provide specific attachment, support, and bracing. Seismic bracing is not required for the following items:
a. Gas piping less than 1 inch inside diameter.
b. Piping for boilers and mechanical equipment less than 1.25 inches inside diameter.
c. All other piping less than 2.5 inches inside diameter, unless racked together.
d. All piping and duct suspended by individual hangers 12 inches or less in length.
AQUATICS POOL RESURFACING PROJECT SUPPORTING FROM STRUCTURE McClatchy Park Pool, 3500 5th Avenue, Sacramento, CA SECTION 01049, Page 2
SUPPORTING FROM STRUCTURE – 01049 – PAGE 2
e. All rectangular air handling ducts less than 6 square feet in cross sectional area.
f. All round air handling ducts less than 28 inches in diameter. g. All electrical conduits less than 2.5 inches inside diameter, unless racked together.
1.03 RELATED WORK (See also Table of Contents)
A. Structural Steel: Section 05120.
B. Metal Fabrications: Section 05500.
C. Information relating solely to mechanical or electrical work is included under those divisions, except as specifically indicated herein.
1.04 QUALITY ASSURANCE
A. General:
1. Design and install all support systems to comply with the requirements of the 2001 California Building Code Chapter 16.
2. For seismic bracing design engage the services of a structural engineer licensed in California.
3. For guidelines regarding seismic bracing for mechanical, electrical and plumbing systems, refer to the Sheet Metal and Air
Conditioning Contractors National Association, Inc. (SMACNA), "Guidelines for Seismic Restraints of Mechanical Systems and Plumbing Piping Systems".
B. Standards and References: (Latest Edition unless specified otherwise)
1. The General Conditions, Supplementary Conditions, and applicable portions of Division 1 apply to the work of this Section as if printed herein.
2. If the year of the adoption or latest revision is omitted from the designation, it shall mean the specification, manual or test designation in effect the date of Notice to Proceed with the Work given.
C. Submittals: (submit under provisions of Section 01300):
1. Submit shop drawings for all substructures and attachment methods.
AQUATICS POOL RESURFACING PROJECT SUPPORTING FROM STRUCTURE McClatchy Park Pool, 3500 5th Avenue, Sacramento, CA SECTION 01049, Page 3
SUPPORTING FROM STRUCTURE – 01049 – PAGE 3
2. Submit proposed alternative methods of attachment for review by the Architect, prior to deviating from the requirements given below.
3. For all seismic bracing systems, submit structural calculations and details prepared and signed by the Contractor's licensed engineer which include all resultant forces applied to the building structure.
Do not overstress building structure. Calculations will be reviewed for compliance with design criteria, not for arithmetic.
PART 2 - PRODUCTS
2.01 MATERIALS
A. Furnish all substructures and fasteners required to comply with the limitations given below. Use materials as specified in the various sections and as appropriate to the use.
B. All exterior materials: hot dipped galvanized or stainless steel.
PART 3 - EXECUTION
3.01 GUIDELINES AND LIMITATIONS
A. The General Contractor shall coordinate the load requirements from all subcontractors so that no combination of loads exceeds the limitations given below without written approval.
B. Maximum Loading: Attach no loads greater than the following without specific approval of the Structural Engineer.
1. Metal deck without concrete fill - acoustical tile and gypsum board ceilings only; no piping, ducting or conduit. Maximum ceiling weight - 3.5 psf. Maximum wire hanger load = 60#.
2. Metal deck with concrete fill - ceilings as indicated for metal deck without concrete fill above, plus electrical conduits, gas piping and ducting not exceeding 3.0 psf. Maximum point load from trapeze = 200 lbs. at 8'-0" cc each way. Mechanical units hung from concrete filled deck shall not exceed 500 lbs.
3. Steel beams and girders: water and gas piping, electrical conduits, ducting and trapeze of same not to exceed 3.0 psf. Maximum load on a single span = 600#. Mechanical units hung from beams shall not exceed 1000# unless specifically indicated on structural plans.
AQUATICS POOL RESURFACING PROJECT SUPPORTING FROM STRUCTURE McClatchy Park Pool, 3500 5th Avenue, Sacramento, CA SECTION 01049, Page 4
SUPPORTING FROM STRUCTURE – 01049 – PAGE 4
4. Cast-In-Place concrete slabs - ceilings, piping, conduit and ducts shall not exceed 10 psf. Maximum hanger load 600#. Mechanical units hung from slabs shall not exceed 800#.
5. Wood sawn joists - loads from ceilings, piping, conduit and ducting shall not exceed 5.0 psf. Maximum concentrated load = 300 lbs. per joist.
6. Steel Joists - Loads from ceiling, piping, conduit and ducting shall not exceed 8 psf. Maximum concentrated load = 500 lbs. per joist.
3.02 SEISMIC BRACING
A. In applying formulas from Chapter 16 of the 2001 CBC the value for Ip (importance factor) shall be assumed to be no less than 1.5. See structural drawings for other seismic factors.
B. Design and install seismic bracing so as not to ground out vibration and sound isolation items.
END OF SECTION 01049
AQUATICS POOL RESURFACING PROJECT FIELD ENGINEERING
McClatchy Park Pool, 3500 5th Avenue, Sacramento, CA SECTION 01050, Page 1
FIELD ENGINEERING – 01050 –PAGE 1
SECTION 01050
F IELD ENGINEERING
PART 1 - G
ENERAL
1.01 ENGINEERING REQUIREMENTS:
A. Provide and pay for field engineering services required for the Project.
1. Survey work required in execution of the Project.
2. Civil, structural or other profe ssional engineering services spec ified or required to execute Contractor's construction methods.
1.02 RELATED REQUIREMENTS DESCRIBED ON OTHER SECTIONS:
A. Project Record Documents: Section 01700, Contract Closeout.
1.03 QUALIFICATIONS OF SURVEYOR OR ENGINEER:
A. Qualified engineer or registered land surveyor, acceptable to Contractor and Architect.
B. Registered professional engineer of the discipline required for the specific service on the Project, licensed in the state of California.
1.04 SURVEY REFERENCE POINTS:
A. Existing basic horizontal and vertical control points for the Project are those designated on Drawings.
B. Locate and protect control points prior to starting the work, and preserve all permanent reference points during construction.
1. Make no changes or relocations without prior written notice to A r- chitect.
2. Report to Architect when any reference point is lost or destroyed, or requires relocation because of necessary changes in grades or l o- cations.
AQUATICS POOL RESURFACING PROJECT FIELD ENGINEERING
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FIELD ENGINEERING – 01050 –PAGE 2
3. Require surveyor to replace Project control points which may be lost or destroyed. Establish replacements based on original survey control.
4. Report errors in horizontal and vertical dimensions and grades prior to starting Work.
1.05 PROJECT SURVEY REQUIREMENTS:
A. Establish a minimum of two permanent benchmarks on the site, referenced to data established by survey control points. Record locations, with horizontal and vertical data, on Project Record Documents.
B. Establish lines and levels, locate and lay out, by instrumentation and similar ap- propriate means:
1. Site improvements:
a. Stakes for grading, fill and topsoil placement.
b. Utility slopes and invert elevations.
2. Batter boards for structures.
3. Building foundation and column locations.
4. Controlling lines and levels required for the mechanical and electrical trades.
C. From time to time, verify layouts by the original methods used.
D. Layout all Work and be responsible for all lines, elevations and measurements of buildings, utilities, and other Work executed under the Contract.
E. Verify figures and elevations shown on the Drawings before laying out Work, and be responsible for any error resulting from failure to do so.
1.06 RECORDS:
A. Maintain a complete, accurate log of all control and survey work as it progresses.
B. On completion of foundation walls and major site improvements, prepare a cert i- fied survey of sufficient detail showing all pertinent dimensions, locations, angles, grades and elevations of construction.
1.07 SUBMITTALS:
AQUATICS POOL RESURFACING PROJECT FIELD ENGINEERING
McClatchy Park Pool, 3500 5th Avenue, Sacramento, CA SECTION 01050, Page 3
FIELD ENGINEERING – 01050 –PAGE 3
A. Submit name and address of surveyor and professional engineer to Architect.
B. On request of Architect, submit documentation to verify accuracy of field engi- neering work.
C. Submit certificate signed by registered engineer or surveyor certifying that elev a- tions and locations of improvements are in conformance, or non- conformance, with Contract Documents.
1. List non- conforming items separately and provide a detailed explanation or reason for non-conformance. Non-conforming items that have not been previously approved or otherwise waived by the Architect shall be cor rect- ed and brought into conformance with the Contract Documents with no additional cost to the Owner or the Contract Amount will be adjusted by Change Order to reflect the cost of correcting the non- conforming work that will be incurred by the Owner.
PART 2 PRODUCTS
Not Used
PART 3 EXECUTION
Not Used
END OF SECTION 01050
AQUATICS POOL RESURFACING PROJECT DEFINITIONS
McClatchy Park Pool, 3500 5th Avenue, Sacramento, CA SECTION 01090, Page 1
DEFINITIONS AND REFERENCE STANDARDS – 01090 – PAGE 1
SECTION 01090
DEFINITIONS AND REFERENCE STANDARDS
PART 1 GENERAL
1.01 DEFINITIONS
A. General Requirements: The provisions or requirements of Division - 1.
General Requirements apply to entire Work and to other elements that are included in the project.
B. Indicated: The term "Indicated" is a cross -reference to details, notes or schedules on Drawings, to other paragraphs or schedules in the Specifications and to similar means of recording requirements in Contract Documents. Where terms such as "shown", "noted", "scheduled" and "specified" are used in lieu of "indicated", it is for purpose of helping reader locate cross -reference and no limitation of location is intended except as specifically noted.
C. Directed, Requested, etc.: Where not otherwise explained, terms such as "directed", "requested", "authorized", "selected", "approved", "required", "accepted" and "permitted" mean "directed by Architect or Owner", "requested by Architect or Owner ", etc. However, no such implied meaning will be interpreted to extend Architect or Owner's responsibility into Contractor's area of construction supervision.
D. Approve: Where used in conjunction with Architect or Owner's response to submittals, requests, applications, inquiries, reports and claims by Contractor, the meaning of term "approved" will be held to limitations of Architect or Owner's responsibilities and duties as specified in General and Supplementary Conditions. In no case will "approval" by Architect or Owner be interpreted as a release of Contractor from responsibilities to fulfill requirements of Contract Documents.
E. Furnish: Except as otherwise defined in greater detail, term "furnish" is used to mean supply and deliver to project site, ready for unloading, unpacking, assembly, installation, as applicable in each instance.
F. Provide: Except as otherwise defined in greater detail, term "provide" means furnish and install, complete and ready for intended use, as applicable in each instance.
G. Installer: The entity (person or firm) engaged by Contractor or its subcontractor or sub- subcontractor for performance of a particular unit of work at project site, including installation, erection, application and similar
AQUATICS POOL RESURFACING PROJECT DEFINITIONS
McClatchy Park Pool, 3500 5th Avenue, Sacramento, CA SECTION 01090, Page 2
DEFINITIONS AND REFERENCE STANDARDS – 01090 – PAGE 2
required operations. It is a general requirement that such entities (i nstallers) be expert in operations they are engaged to perform.
1.02 QUALITY ASSURANCE
A. For products specified by association, trade or Federal Standards, comply with requirements of the standard, unless more rigid requirements are specified or required by applicable codes.
B. The date of the standard is that which is in effect as of the Proposal date, or date of Owner-Contractor Agreement when there are no bids, except when a specific date is specified.
C. When required by individual Specifications section, obtain copy of standard.
Maintain copy during submittals, planning and progress of the specific work, until substantial completion.
1.03 SCHEDULE OF REFERENCES
Abbreviations and Names: The following acronyms or abbreviations as referenced in Contract Documents are defined to mean the associated names. Both names and addresses are subject to change, and are believed to be, but are not assured to be, accurate and up-to-date:
AA Aluminum Association
818 Connecticut Ave. NW; Washington DC 20006; 202/862-5100
AAMA Architectural Aluminum Manufacturers Association
Suite 18, 2700 River Road, Des Plaines, IL 60018; 312/699-7310
ACI American Concrete Institute
Box 19150 Redford Stat.; Detroit, MI 48219; 313/532-2600
ADC Air Diffusion Council
435 N. Michigan Ave.; Chicago, IL 60611; 312/527-5494
AGA American Gas Association
1515 Wilson Blvd.; Arlington, VA 22209; 703/841-8400
AI Asphalt Institute
Asphalt Inst. Bldg.; College Park, MD 20740; 301/277-4258
AISC American Institute of Steel Construction
400 N. Michigan Ave. Chicago, IL 60611; 312/670-2400
AQUATICS POOL RESURFACING PROJECT DEFINITIONS
McClatchy Park Pool, 3500 5th Avenue, Sacramento, CA SECTION 01090, Page 3
DEFINITIONS AND REFERENCE STANDARDS – 01090 – PAGE 3
AISI American Iron and Steel Institute
1000 l6th St., NW; Washington, DC 20036; 202/452-7100
AITC American Institute of Timber Construction
333 W. Hampden Ave.; Englewood, CO 80110; 303/761-3212
AMCA Air Movement and Control Association
30 W. University Dr.; Arlington Heights, IL 60004; 312/294-0150
ANSI American National Standards Institute
1430 Broadway; New York, NY 10018; 212/354-3300
APA American Plywood Association
P.O. Box 11700; Tacoma, WA 98411; 206/565-6600
ARI Air Conditioning and Refrigeration Institute
1815 N. Fort Myer Dr.; Arlington, VA 22209; 703/524-8800
ASHRAE American Society of Heating, Refrigerating and Air -Conditioning Engineers; 1791 Tullie Circle NE; Atlanta, GA 30329; 404/636-8400
ASME American Society of Mechanical Engineers
345 East 47th St.; New York, NY 10017; 212/644-7722
ASPE American Society of Plumbing Engineers
15233 Ventura Blvd.; Sherman Oaks, CA 91403; 213/783-4845 ASTM American Society for Testing and Materials
1916 Race St.; Philadelphia, CA 19103; 215/299-5400
AWPA American Wood-Preservers' Association
7735 Old Georgetown Rd.; Bethesda, MD 20014; 301/652-2109
AWPB American Wood Preservers Bureau
2772 S. Randolph St.; Arlington, VA 22206; 703/931-8180
AWS American Welding Society
550 LeJune Rd.; Miami, FL 33135; 304/642-7090
CBC California Building Code or CRC-California Code of Regulations, Title 24 California Building Standards Commission
1130 K Street, suite 101; Sacramento, CA 95814
CISPI Cast Iron Soil Pipe Institute
1499 Chain Bridge Rd.; McLean, VA 22101; 703/827-9177
CRSI Concrete Reinforcing Steel Institute
AQUATICS POOL RESURFACING PROJECT DEFINITIONS
McClatchy Park Pool, 3500 5th Avenue, Sacramento, CA SECTION 01090, Page 4
DEFINITIONS AND REFERENCE STANDARDS – 01090 – PAGE 4
180 North LaSalle St.; Chicago, IL 60601; 312/372-5059
CS Commercial Standard of NBS (U.S. Dept. of Commerce) Government Printing Office; Washington, DC 20402
FGMA Flat Glass Marketing Association
3310 Harrison; Topeka, KS 66611; 913/266-7013
FM Factory Mutual Engineering Corp.
1151 Boston-Providence Turnpike; Norwood, MA 02062; 617/762-4300
FS Federal Specification (General Services Admin.)
Bldg. 197, Washington Navy Yard, SE; Washington DC 20407
GA Gypsum Association
1603 Orrington Ave.; Evanston, IL 60201; 312/491-1744
HPMA Hardwood Plywood Manufacturers Association
P.O. Box 2789; Reston, VA 22090; 703/435-2900
MCAA Mechanical Contractors Association of America
5530 Wisconsin Ave.; Washington, DC 20015; 202/654-7960
MLSFA Metal Lath/Steel Framing Association
221 N. LaSalle St.; Chicago, IL 60601; 312/346-1600
NBS National Bureau of Standards (U.S. Dept. of Commerce) Gaithersburg, MD 20234
NCMA National concrete Masonry Association
P.O. Box 781; Herndon, VA 22070; 703/435-4900
NEC National Electrical Code (by NFPA)
NECA National Electrical Contractors Association
7315 Wisconsin Ave.; Washington, DC 20014; 202/657-2110
NEMA National Electrical Manufacturers Association
2101 L St. NW; Washington, DC 20037; 202/457-8400
NFPA National Fire Protection Association
Batterymarch Park; Quincy, MA 02269; 617/328-9230
NRCA National Roofing Contractors Association
8600 Bryn Mawr Ave.; Chicago, IL 60631; 312/693-0700
AQUATICS POOL RESURFACING PROJECT DEFINITIONS
McClatchy Park Pool, 3500 5th Avenue, Sacramento, CA SECTION 01090, Page 5
DEFINITIONS AND REFERENCE STANDARDS – 01090 – PAGE 5
NSF National Sanitation Foundation
3475 Plymouth Rd; Ann Arbor, MI 48106; 313/769-8010
NWMA National Woodwork Manufacturers Association
205 West Touhy Ave.; Park Ridge, IL 60068; 312/823-6747
OSHA Occupational Safety Health Administration (U.S. Dept. of Labor) Government Printing Office; Washington, DC 20402
PDI Plumbing and Drainage Institute
5342 Blvd. Pl.; Indianapolis, IN 46208; 317/251-5298
PS Product Standard of NBS (U.S. Dept. of Commerce)
Government Printing Office; Washington, DC 20402
SCPI Southern California Plastering Institute
3127 Los Feliz Blvd.; Los Angeles, CA. 90039; 213/663-2213
SDI Steel Door Institute
712 Lakewood Cnt. N.; Cleveland, OH 44107; 216/226-7700
SMACNA Sheet Metal & Air Conditioning Contractors
National Association; 8224 Old Courthouse Rd.; Vienna, VA 22180; 703/790-9890
TCA Tile Council of America
P.O. Box 326; Princeton, NJ 08540; 609/921-7050
UL Underwriters Laboratories
333 Pfingsten Rd.; Northbrook, IL 60062; 312/272-8800
WCLIB West Coast Lumber Inspection Bureau
(Grading Rules); P.O. Box 2315; Portland, OR 97223; 503/639-0651
WIC Woodwork Institute of California
1833 Broadway; Fresno, CA 93773; 209/233-9035
WRI Wire Reinforcement Institute
7900 Westpark Drive; McLean, VA 22102; 703/790-9790
PART 2 PRODUCTS
Not Used
PART 3 EXECUTION
Not Used
END OF SECTION 01090
AQUATICS POOL RESURFACING PROJECT MEETINGS
McClatchy Park Pool, 3500 5th Avenue, Sacramento, CA SECTION 01200, Page 1
MEETINGS – 01200 – PAGE 1
SECTION 01200
M EETINGS
PART 1 - G
ENERAL
1.01 RELATED DOCUMENTS:
A. Drawings and General Conditions of the Contract including General and Supplementary Conditions, and Division 1 Specification Sections apply to this Section.
1.02 DESCRIPTION:
A. Project M eetings are held to enable an orderly review of the work as it progresses on a periodic basis (weekly). It also provides an opportunity for systematic discussion of cost, schedule, problems and solutions. The Architect will conduct project meetings throughout the construction period.
B. The Contractor's relationship with his subcontractors and materials suppliers, and discussions relative thereto, are the Contractor's responsibility and are not a part of project meetings content.
C. Persons designated by the Contractor to attend and participate in the project meetings shall have all required authority to commit the Contractor to solutions agreed upon in the project meetings.
1.03 MEETING RESPONSIBITIES:
A. To the maximum extent practicable, advise the Architect at least three (3) working days in advance of project meetings regarding all items to be added to the agenda.
B. The Architect will compile minutes of each project meeting and will furnish copies to the Contractor. The Contractor may make and distribute such other copies as he wishes.
AQUATICS POOL RESURFACING PROJECT MEETINGS
McClatchy Park Pool, 3500 5th Avenue, Sacramento, CA SECTION 01200, Page 2
MEETINGS – 01200 – PAGE 2
PART - 2 EXECUTION:
2.01 MEETING SCHEDULE:
A. Except as noted below the pre- construction meeting, project meetings will be held on a weekly basis or more frequently if required. Meeting dates and times will be coordinated in an effort to allow all parties whose participation is essential.
2.02 MEETING LOCATION:
A. To the maximum extent practicable, meetings will be held at the job site.
2.03 PRECONSTRUCTION MEETING:
A. The Architect will conduct the pre- construction meeting which shall be scheduled within ten (10) days after the Owner has issued the Notice to Proceed. It will be attended by authorized representatives of the Contractor, all major Subcontractors, the Architect, the Owner, and other interested parties.
B. Minimum Agenda: Distribute data on, and discuss:
1. Organizational arrangement of Contractor's forces and personnel, personnel of subcontractors, materials suppliers, Architect, and Owner.
2. Channels and procedures for communications.
3. Construction schedule, including sequence of critical work. A three week schedule will be prepared and updated for each project meeting and utilized by the Contractor as well as the overall project schedule.
4. Contract Documents, including distribution of required copies of original Documents and revisions.
5. Processing of Shop Drawings and other data submitted to the Architect for review. Contractor to provide list of major equipment deliveries and priorities.
6. Project coordination
7. Processing of field decisions and Change Orders.
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McClatchy Park Pool, 3500 5th Avenue, Sacramento, CA SECTION 01200, Page 3
MEETINGS – 01200 – PAGE 3
8. Rules and regulations governing performance of the Work.
9. Procedures and responsibilities regarding Project Record Documents.
10. Procedures and responsibilities regarding operations and maintenance information and training Owner's personnel.
11. Procedures for safety and first aid, security, quality control, housekeeping, and other related matters.
12. Personnel Resumes.
13. Construction Phasing and Cash Flow.
14. Placement of Temporary Facilities and Utilities.
15. Security Procedures
16. Schedule of Major Equipment Suppliers.
2.04 BILLING MEETINGS:
A. Contractor shall schedule and hold a billing meeting at least five days prior to the end of each pay period for the purpose of agreeing on the percent- age of the Work completed up to that date and establishing the amount to be requested in the Application for Payment.
B. Location: As arranged and agreed to by attendees.
C. Attending shall be City's Project Manager, Architect, Inspector and Con- tractor's Superintendent.
D. Following the billing meeting, prepare formal Application for Payment on City designated forms, and submit to City’s Project Manager for certification and approval
AQUATICS POOL RESURFACING PROJECT MEETINGS
McClatchy Park Pool, 3500 5th Avenue, Sacramento, CA SECTION 01200, Page 4
MEETINGS – 01200 – PAGE 4
2.05 PRE-INSTALLATION MEETINGS:
A. The Contractor shall conduct a pre- installation meeting at the site before each construction activity that requires coordination with other construction. The Installer and representatives of manufacturers and fabricators involved in or affected by the installation, and its coordination or integration with other materials and installations that have preceded or will follow, shall atte nd the meeting. Advise the Architect -Engineer of scheduled meeting dates.
B. Review the progress of other construction activities and preparations for the particular activity under consideration at each pre- installation conference, including requirements for:
1. Contract Documents.
2. Shop Drawings, Product Data and quality control Samples.
3. Compatibility problems.
4. Time schedules.
5. Weather limitations.
6. Manufacturers recommendations.
7. Compatibility of materials.
8. Acceptability of substrates.
9. Governing regulations.
10. Safety.
11. Inspection and testing requirements.
12. Required performance results.
13. Recording requirements.
14. Protection.
C. The Contractor shall record significant discussions and agreements and disagreements of each meeting, along with the approved schedule.
Distribute the record of the meeting to everyone concerned, promptly, including the Owner and Architect-Engineer.
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D. Do not proceed if the meeting cannot be successfully concluded. Initiate whatever actions are necessary to resolve impediments to performance of Work and reconvene the meeting at the earliest feasible date.
2.06 PROJECT MEETINGS
A. The Architect-Engineer will conduct the weekly project meetings. To the maximum extent practicable, assign the same person or persons to represent the Contractor at project meetings throughout progress of the Work. Subcontractors, materials suppliers, and others may be invited to attend those project meetings in which their aspects of the Work are involved.
B. Minimum Agenda:
1. Review, revise as necessary, and approve minutes of previous meeting.
2. Review progress of the Work since last meeting, including status of submittals for approval.
3. Present and discuss Contractors updated three week schedule.
4. Identify problems which impede planned progress.
5. Develop corrective measures and procedures to regain planned schedule.
6. Discuss changes in the work.
7. Complete other current business.
8. Review Progress Report.
9. Review as-built drawings.
10. Verify procurement activities and discuss associated lead times.
2.07 PRE-INSTALLATION MEETINGS
A. Responsibilities:
1. Contractor shall prepare and keep records of pre- installation meetings.
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2. Architect shall prepare and keep records of all other meetings involving the Owner, Contractor and Architect.
3. The Contractor shall maintain on site a binder containing all the meeting minutes for this project, available for review by the Architect, Owner or Engineers.
2.08 GUARANTIES / WARRANTIES, SERVICE & MAINTENANCE CONTRACTS
REVIEW MEETING
A. Eleven months following date of final acceptance, the City shall hold a meeting for the purpose of review of guaranties/warranties, bonds and service & maintenance contracts for materials and equipment. Contractor shall take action as appropriate to implement repair or replacement of de- fective items, and to extend service and maintenance contracts, as re- quired.
B. Attending shall be City's Project Manager, Architect, Project Inspector, Contractor, Contractor's Superintendent, Major Subcontractors, Suppliers and others as appropriate.
PART 3 EXECUTION
Not Used
END OF SECTION 01200
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SECTION 01300
SUBMITTALS
PART 1 - G
ENERAL
1.01 RELATED DOCUMENTS:
A. Drawings and General Conditions of the Contract including General and Supplementary Conditions, and Division 1 Specification Sections apply to this Section.
1.02 SCOPE OF WORK:
A. Submit construction schedule, shop drawings, submittal schedule, certif i- cates, product data, samples, schedule of values, requests for information, requests for clarification, and products list as specified in this and other Sections.
1.03 RELATED WORK SPECIFIED ELSEWHERE:
A. Material & Equipment: Section 01600.
B. Warranties: Section 01700.
C. Record Drawings: Section 01700.
D. Operating & Maintenance Manuals: Section 01700.
E. Progress Schedules: Section 01310.
F. Substitution Requests / Equals: Section 01630.
1.04 GENERAL REQUIREMENTS:
A. The Contractor shall be solely responsible for submittal dates and delivery of the required number of submittals to the Architect. Delays in work oc- casioned by late submittals, necessity of re -submittal, or performing Work from submittals unfavorably reviewed shall not be cause for increase in Contract Amount or for time extension.
B. Contractor shall review, stamp with his approval, and submit with reason- able promptness and in orderly sequence so as to cause no delay in work or in work of any other contractor, submittals required by Contract Doc u-
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ments or subs equently by Architect in order to evaluate substitutions.
Shop drawings and samples shall be properly identified. At time of sub- mission, Contractor shall inform Architect in writing of any deviation in submittals from requirements of Contract Documents.
1. Architect's review of submittals shall not relieve Contractor of r e- sponsibility for any deviation from requirements of Contract Doc u- ments unless Contractor has informed Architect in writing of such deviations at time of submission, and Architect has given approval to specified deviation. Architect's review shall not relieve Contra c- tor from responsibility for errors or omissions in Submittals.
2. Prior to submittal for City review, fully coordinate material as follows:
a. Determine and verify field dimensions, conditions, materials, catalog numbers and similar data.
b. Coordinate as required with the various types of Work and public agencies involved.
c. Secure necessary approvals from public agencies and ot h- ers and signify by stamp or other means that approvals have been secured.
B. By approving and submitting submittals, Contractor thereby represents that he has determined and verified all field measurements, field construc- tion criteria, materials, catalog numbers and similar data, or will do so, and that he has checked and coordinated each submittal with requirements of work and of Con tract Documents. Submittals shall be forwarded so as to allow Architect ample time for review. Failure on the part of the Contrac- tor to submit timely for reviews to allow the work to continue shall not be grounds for time extensions or changes to the contract amount. Selected contractor may deliver submittals t o Architect for review prior to receiving Notice to Proceed with Construction on items that would delay completion of project if contractor waited until the issuance of Notice to Proceed.
C. Contractor shall resubmit unfavorably reviewed submittals after making any changes required so that submittals will comply with the Contract Documents. When resubmitting, Contractor shall direct specific attention to deficient areas.
1. If any proposed substitution or equal material, equipment or method is judged by the Architect to be unacceptable, the specified item shall be provided. Further proposals for substitutions or equals for that item will not be allowed unless specifically requested by the Architect.
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D. One set of each favorably reviewed submittal shall be kept on the job at all times, available for ready reference.
E. No portion of work requiring a submittal shall begin until the submittal for the work has been favorably reviewed by Architect. All work shall be in accord with favorably reviewed submittals. If conflict arises between f a- vorably reviewed submittals and Contract Documents, no work shall begin until such conflict is resolved in writing. Submittals shall as required in the sections of the specific ations. S ee individual sections for samples etc., but submit numbers of submittals per this section.
F. The Architect shall determine adequacy and completeness of all submi t- tals. Where the Architect deems a submittal to be inadequate, incomplete, or otherwise unsuitable for proper review, the Contractor shall submit all additional infor mation requested by the Architect. There shall be no change to the Contract Time or to the Contract Cost when such additional information is requested by the Architect.
1. The Architect shall review the Shop Drawings; stamp and indicate the appropriate status, mark required revisions.
2. The Contractor shall review the returned Drawings and take appr o- priate action as indicated. If resubmittal is r equired, make revisions and indicate them with a "cloud", stamp and date, and resubmit in the same manner and number as for the original submittal.
3. Only those Shop Drawings which bear stamps showing final review of the Contractor, City and Architect, shall be used.
G. Identification of the submittal shall be as follows:
1. Identify each submittal and re- submittal with the following infor- mation:
a. Project name and address as they appear on the Contract Documents.
b. Contractor's name and address and Subcontractor's or sup- plier's name and address.
c. Contractor's stamp with initials or signature, certifying review and approval of submittal, compliance with Contract Doc u- ments and verification of field measurements.
d. Name and telephone number of contact for additional infor- mation regarding the submittal.
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e. Drawing and Specification Section numbers to which the submittal applies.
f. Whether it is an original or a re-submittal.
g. Date of submission.
1.05 CERTIFICATES OF COMPLIANCE
A. Submit certificates of compliance with the associated Shop Draw ings, Product Data and Samples required for the product.
B. Submit two copies on 8-1/2 inch-x-11 inch white paper.
C. The City will retain the certificates of compliance; no approval reply is i n- tended.
PART 2 - DEF
INITIONS
2.01 GENERAL:
A. The term "submittal" is defined to include the product data, material list, shop drawings, and samples as herein described.
B. The term "favorably reviewed" means submittals have been reviewed by the Architect and copies returned to the Contractor marked "No Excep- tions Taken" or "Make Changes Noted".
C. The term "Unfavorably reviewed" means submittals reviewed by Architect have been stamped "Revise & Resubmit", Submit as Specified", or "R e- jected".
D. An "equal" is defined as material, equipment or method which is equiv a- lent in every aspect to the material, equipment or method specified in the Contract Documents, as determined solely by the Architect. See Section 01630.
E. A "substitution" is defined as a material, article, product or item offered in lieu of that specified in the Contract Documents, which may differ substan- tially from that specified. To be accepted, substitutions shall, in the opi n- ion of the Architect, fully satisfy the intent of the Specifications. See Sec- tion 01630.
2.02 PRODUCT LIST:
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A. The product list is a complete listing of all materials and equipment to be furnished under this Contract. The list shall present the materials and equipment in the same sequence as they appear in the Specifications and shall include the manufacturer's name as well as catalog number, size, etc. The phrase "as specified" is not acceptable.
B. Mechanical and Electrical submittals shall be submitted separately.
C. Samples: Refer to Article 3.06.E above.
2.03 SHOP DRAWINGS:
A. Shop drawings are drawings, illustrations, diagrams, schedules, perfor- mance charts, brochures and other data which are prepared by the Con- tractor or any subcontractor, manufacturer, supplier, or distributor, and which illustrate some portion of the work.
2.04 SAMPLES:
A. Samples are physical examples furnished by the Contractor to illustrate materials, equipment, or workmanship, and to establish standards by which the work will be judged.
2.05 CONSTRUCTION SCHEDULE AND SUBMITTAL SCHEDULE:
A. Construction Schedule:
1. Content: Show product and installation dates for major products.
Show dates for enclosing interior space, mechanical system co m- pletion, substantial completion, final completion, and Owner occ u- pancy.
2. Format:
a. Schedule format shall be Graphic Critical Path Method (CPM), (Microsoft Project), no substitutions allowed
b. The graphic schedule shall be revised and resubmitted monthly with the pay request for review and approval by A r- chitect and Owner and be kept reasonably current.
c. Schedule: Schedule shall break down major trades, such as carpentry, millwork, concrete work, kitchen equipment,
plumbing, electrical and heating and ventilating to indicate rough and finish work. List all subcontractors, show time of material and equipment sub mittals for Architect's review and
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allow approximately seven (7) working days for review when the submittal is for the Architect alone, and fifteen (15) days each when consultants are involved.
d. Monitoring: Schedule shall be monitored weekly to reflect changes, and revisions shall be incorporated and distributed monthly with the pay request.
e. Scale and Spacing: To provide space for notations and rev i- sions.
f. Updating: Indicate progress of each activity, show revised completion dates. Provide listing of current and anticipated accelerations and delays. Describe proposed corrective ac- tion when required.
g. Submit initial schedule within fifteen (15) working days after date of Owner-Contractor Agreement. After review, resubmit required revised data within ten (10) days. Two up- dated opaque reproductions shall be submitted every month with the pay request unless up- date revisions significantly impact the work and require coordi nation with the Architect for scheduling submittal review or construction observations.
h. See Section 01311 for Project Schedule requirements
B. Submittal Schedule:
1. Provide separate schedule of submittal dates for shop drawings, product data, and samples, including Owner furnished products and dates reviewed submittals will be required from Architect. Show decision dates for selection of finishes.
2. Submit within thirty -five (35) days after date of Owner -Contractor Agreement.
3. Identify which products the Contractor proposes to submit by "Statement of Conformance".
2.06 PRODUCT DATA:
A. Where the specific catalog number and manufacturer specified will be fur- nished, the Contractor may, when acceptable to the Architect, submit a statement of con formance with the Contract Documents in place of the product data. Such a statement shall contain a statement that the Con- tractor has determined and verified all field measurements, field construc-
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tion criteria, materials, catalog numbers and similar data, or will do so, and that he has checked and coordinated all related items with requirements of the work and of the Contract Documents and has determined them to be correct and adequate for proper execution and installation of the subject product.
1. In such cases, where a statement of conformance is not an ac- ceptable alternative to a full submittal of product data the C ontrac- tor shall submit such information required by the Contract Docu- ments and deemed adequate by the Architect to review the subject product. There shall be no change to the Contract Time or to the Contract Cost when such a full submittal is requested by the Archi- tect.
2. In such cases, health and safety related information shall still be submitted for posting, if appropriate and/or if requested by the A r- chitect.
B. Product data consists of manufacturer's catalog sheets, brochures, di a- grams, schedules, performance charts, illustrations, and other descriptive data on products and systems including health and safety related infor- mation.
1. Copies of favorably reviewed product data shall be kept at the job site available for review.
2. Product data shall include all required and pertinent product infor- mation regarding safety, handling, storage, application, and health and environmental hazards, and shall include related protective, preventive, or medical treatment.
a. Such product information shall be kept at the job site avai la- ble for review and shall be in both written and graphic forms using universal symbols.
b. The information shall be displayed in prominent locations in accordance with the appropriate regulations.
2.07 LIST OF SUBCONTRACTORS AND MATERIAL SUPPLIERS:
A. Within (5) five calendar days after award of Contract, the Contractor shall submit to the Architect a list of the Subcontractors with their addresses and phone numbers, including the names of the manufacturers of the fi n- ish items and material suppliers. The list shall contain all materials where a selection of color, finish, or texture is required to be selected by the A r- chitect as noted in the individual sections of the Specifications.
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2.08 SUBSTITUTIONS:
A. Substitution proposals will only be considered prior to Bidding, unless a substitution becomes required during the construction period due to ci r- cumstances beyond the control of the Contractor or their Sub- Contractors.
See Section 01630 for substitution requirements.
2.09 EQUALS:
A. Where the terms "or equal", "approved equal" or "or approved equal" oc- cur, it shall be interpreted to mean pre-approval is required, prior to bid.
B. The material or process considerations for being considered as an equal shall be as defined in Section 01630.
C. Contractor shall certify that each product submitted as an equal is consi d- ered as asbestos free in accordance with all applicable regulations of Federal, State and Local Authorities and Regulatory Agencies.
2.10 PRE-APPROVAL OF EQUALS:
A. Only those items, materials, equipment, methods or processes identified as "or equal", "approved equal" or "or approved equal" will be evaluated for pre-approval. See Section 01630.
2.11 REQUESTS FOR CLARIFICATION OR REQUESTS FOR INFORMATION:
A. Definition: Contractor requests, in writing, Requests for Information or Requests for Clarification. Also known as an R.F.I. or R.F.C.
B. RFI's or RFC's are issued by the General Contractor to the Architect.
RFI's or RFC's shall not be issued directly from sub -contractors. Sub- contractors' requests in writing shall be communicated through the Gen- eral Contractor. The RFI's or RFC's shall be numbered consecutively by the General Contractor, with date of issue.
C. RFI's or RFC's can be issued in only one of the following conditions:
1. The Contractor discovers an unforseen condition or circumstance that is not described in the Contract Documents.
2. The Contractor discovers what appears to be a conflict or discrep- ancy between portions of the Contract Documents that appear i n- consistent and not reasonably inferred in the intent of the Contract Documents.
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3. The Contractor discovers what appears to be an omission from the Contract Documents that cannot be reasonably inferred from the in- tent of the Contract Documents.
D. RFI's or RFC's shall not be recognized or accepted if one of the following conditions exists in the opinion of the Architect:
1. The Contractor submits the RFI or RFC as a request for substit u- tion (Refer to Section 01630).
2. The Contractor submits the RFI or RFC as a submittal (Refer to Submittal Policy, above).
3. The Contractor submits the RFI or RFC under the pretense of Con- tract Document discrepancy or omission without thorough review of the Documents.
4. The Contractor submits the RFI or RFC in a manner that suggests that specific portions of the Contract Documents are assumed to be excluded or by taking an isolated portion of the Contract Doc u- ments in part rather than whole.
5. The Contractor submits an RFI or RFC in an untimely manner wit h- out proper coordination and scheduling of work or related trades.
6. RFI's or RFC's will not be recognized as a change or modification of scope, cost or time to the Contract Documents.
E. RFI's or RFC's time of issue and response: The Architect will endeavor to answer all requests as described in 2.11, C in a reasonable time frame. A period equal to the time that the sub- contractor and General Contractor use in developing the RFI could be recognized as an approximate, equal period of time for the Architect to respond back to the Contractor. In most cases, RFI's and RFC's will receive a response within seven (7) working days (excluding Saturdays and Sundays)if the RFI or RFC is reated to ar- chitectural only. If the RFI or RFC r elates to consultant drawings 15 days shall be required. In a small number of instances, this time may need to be lengthened, or shortened for emergency situa tions as mutually agreed by all parties. The Contractor is to submit RFI's or RFC's in a reasonable time frame so as not to interfere or impede the progress of work and coor- dination of related trades.
1. RFI's and RFC's received after 12:00 noon shall be considered as having been received on the following working day.
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2. RFI's and RFC's received after 12:00 noon on a Friday shall be considered as having been received on the following Monday.
When the follow ing Monday is a holiday, the following Tuesday shall be considered as the next working day.
F. RFI's or RFC's will be answered in writing by the Architect and may not, in themselves, initiate modifications to the Contract Documents.
PART 3 - EXEC
UTION
3.01 CONTRACTOR'S RESPONSIBILITIES, GENERAL:
A. Review submittals prior to submission and provide stamp of approval signed or initialed by Contractor, indicating the Contractor has inspected the submittals, and certifying that they are complete, correct, in compl i- ance with the Contract Documents and suitable for the Project.
B. Make submittals minimum of thirty (30) days before needed return in ac- cordance with Construction Schedule. Submission shall be by or through Contractor only.
C. Submit submittals required by each Specification Section to Architect. No- tify Architect in writing at time of submission of deviation in submittals from requirements of Contract Documents.
D. Architect will require a minimum of seven (7) sets for each submittal for review and processing and a reproducible for copying by the Contractor at his expense after being favorably reviewed. Additional copies may be r e- quired for certain submittals ie: deferred submittals etc.. The Contractor shall coordinate number of individual submittal sets with the Architect.
3.02 PRODUCT LIST:
A. The Contractor shall submit seven copies of the products list to Architect within thirty (30) calendar days following award of the Contract.
B. Submit a complete list of major products proposed to be used, with the name of the manufacturer and the installing subcontractor. Refer to Sec- tion 01600.
3.03 SHOP DRAWINGS:
A. Submit shop drawings showing connections, details, dimensions, finishes and fasteners.
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1. Identify related shop drawings, which shall be submitted at a later date.
B. Submit shop drawings where required by various sections of the Specif i- cations and when requested by Architect to evaluate a proposed substit u- tion or method. Unless otherwise specified or requested, submit specified number plus additional required by Contractor.
1. Where testing laboratory or other special inspection is specified, requested, or required by local authority, submit two (2) additional copies.
3.04 SAMPLES:
A. Submit samples of size and quantity specified, or of sufficient size and quantity to illustrate clearly the functional characteristics of product, mat e- rial, or system with integrally related parts and attachment devices.
B. Pay costs of samples and prepay deliver charges.
C. Unless otherwise indicated, submit a minimum of two (2) samples.
3.05 PRODUCT DATA:
A. Submit the amount of product data for each product or system to obtain acceptable review.
B. Identify data sheets with the section and paragraph numbers where the product or system is specified.
C. Bind product data submittals in indexed loose- leaf notebook binding sy s- tem.
D. Equipment and systems must meet performance data even when spec i- fied by manufacturer's name and catalog number.
E. Provide list of product data which will be submitted after the original su b- mittal of the notebook binding system.
3.06 ARCHITECT'S RESPONSIBILITIES FOR REVIEW:
A. Architect will review submittals reasonably promptly so as to cause no de- lay, and will review only for conformance with design concepts of Project and with requirements of the Contract Documents.
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1. The Architect shall require ten (10) work ing days for the review of adequate submittals for all items that involve the Architect only, and 15 days for items involving a consultant. The review period will not commence until the complete submittal is received by the Archi tect.
The review period for deferred submittals shall be longer as they requie approval from the City. The Contractor shall allow sufficient lead time, (a minimum of 45 days) for these reviews. The actual time may be shorter or longer.
2. Large or complex submittals may require additional review time. In such cases the Architect shall notify the Contractor in writing, within the initial ten (10) working day review period, of the additional time for review of the submittal. There shall be no change to the Con- tract Time or to the Contract Amount when such additional review time is required.
3. Special reviews or reviews requiring a shorter review time than that specified above may be granted by the Architect to facilitate the Construction Schedule. Such special review or reduced review time submittal reviews will be granted solely at the discretion of the Architect, who's decision will be final.
4. Review and processing time required for Deferred Approval by Sac- ramento City will be excluded from time limitations, but will be pro- cessed as expeditiously as possible.
a. No change to the Contract Amount or the Contract Time will be permitted should the work be delayed due to the time r e- quired to obtain reviews of Deferred Approval items by Sac- ramento City.
b. The Owner may grant a time only extension when the work is delayed by the time required to obtain Deferred Approvals, when such delay is beyond the control of the Architect or the Contractor, and when such a delay is not caused by an i n- adequate, incomplete or otherwise unacceptable Deferred Approval submittal.
B. Architect's review of a separate item shall not indicate acceptance of an assembly in which item functions.
C. Submittals without Contractor's stamp will be returned without disposition.
Delays resulting therefrom shall be Contractor's responsibility.
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D. Architect will return only two (2) copies of submittals marked "Revise & Resubmit," "Rejected" or "Submit Specified Item" to Contractor. Resub- mittal shall be made in the number of copies as were originally submitted.
E. One (1) favorably reviewed sample will be returned to the Contractor and shall be kept on the job site until completion, available for ready reference.
1. Unfavorably reviewed samples will not be returned. Contractor shall be notified in writing by Architect of reason(s) for rejection of submitted sample.
3.07 SUBMITTALS AND SAMPLES AT THE SITE:
A. One (1) copy of each favorably reviewed submittal shall be kept on the job site until completion, available for ready reference.
B. No submittals reviewed and marked "Revise and Resubmit", "Reject ed" or "Submit Specified Item" shall be kept at the job site.
C. Samples: Refer to Article 3.06.E.
3.08 CORRECTIONS:
A. Immediately incorporate all required corrections in the submittals and r e- submit for further review, if required. Resubmit in number of copies as were originally submitted.
END OF SECTION 01300
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SECTION 01311
SCHEDULES AND REPORTS
PART 1 GENERAL
1.01 G ENERAL REQUIREMENTS
A. The Work under this Contract will be planned, scheduled, executed and reported using the Critical Path Method (after this called CPM).
B. The Contractor is required to comply with all procedures specified herein and with any reasonable changes that may be necessary, in the opinion of the Architect, during the Contract duration.
C. The system shall comprise network diagrams, summary bar charts, and accompanying mathematical analyses. The diagrams shall show elements of the project in detail and the entire project summary.
1. Diagrams shall show the order and interdependence of activities and the sequence in which the work is to be accomplished as planned by the Contractor. The basic concept of a network analysis diagram will be followed to show how the start of a given activity is dependent on the completion of preceding activities and how its completion restricts the start of following activities. Show similar activities which occur in separate areas or at different times as separate activities. The number of activities and the level of breakdown of the project into separate activities shall be acceptable to the City.
2. Network activities shall include the following:
a. all construction activities.
b. submittals and approvals of materials and shop drawings. c. the procurement , fabrication, and installation of critical materials and equipment.
d. all activities of the City or others that affect progress. e. actions which must be complete prior to start of
construction, for example, progress schedule approval,
quality control program approval, and so forth.
f. activities for separate buildings and/or features shall be identified and grouped on the network and the
interdependence of these groups shall be shown.
g. individual system startup and operation testing.
h. Substantial Completion activity shall be shown comprising requirements specified in Division I to occur prior to the completion date.
i. contract required dates for completion of all or parts of the work
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j. Final completion and acceptance activity late finish shall not exceed thirty days after substantial completion.
3. Show the following information on the diagrams for each activity:
Preceding and following event numbers, description of the activity, and activity duration in calendar days. In calculating activity durations, Saturdays, Sundays, holidays, and normal inclement weather shall be considered. The network diagram shall conform to the standards demonstrated in the sample attached at the end of this Section.
4. The mathematical analysis of the network diagram shall include a tabulation of each activity. The following information will be furnished as a minimum for each activity.
a. preceding and following event numbers;
b. activity description;
c. estimated duration of activities;
d. earliest start date (by calendar days);
e. earliest finish date (by calendar days);
f. actual start date (by calendar days);
g. actual finish date (by calendar days);
h. latest start date (by calendar days);
i. latest finish date (by calendar days);
j. slack or float (in calendar days);
k. percentage of activity completed; and
l. Contractor's earnings based on portion of activity
completed.
5. The mathematical computation shall compile the total value of completed and partially completed activities; and subtotals from separate buildings or features. The system shall also be capable of accepting revised completion dates as modified by approved time adjustments, shall re-compute all dates and float accordingly.
6. The analysis shall list the activities in sorts or groups as follows:
a by the preceding event number from lowest to highest and then by the order of the following event number;
b. by the amount of slack, then in order of preceding event number;
c. in order of latest allowable start dates, then in order of preceding event numbers, and then in order of succeeding event number; and
d. in order of latest allowable finish dates, then in order of preceding event numbers.
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e. by responsibility in order of earliest allowable start dates;
7. Obtain information from subcontractors and others necessary to establish logic relationships, and durations. Resource loading is not required for activities other than those of the contractor and subcontractors.
8. Resource Loading: Each activity shall have a corresponding schedule of quantities of labor, materials, equipment, and other resources directly incorporated into the activity.
D. All milestones or Specific Completion Dates listed in these specifications, or elsewhere in the Contract Documents, represent only the major items of construction/erection work or interface dates. The Completion Dates are considered essential to the satisfactory performance of this Contract and to the coordination of all work on the project.
1. The Specific Dates listed represent the latest allowable completion dates. Earlier completion dates may be established as agreed by the Contractor, the Architect and the Owner.
E. Should the Contractor plan to complete the Work earlier than any required Milestone or Completion date, the Owner or the Architect shall not be liable to the Contractor for any costs or other damages if the Contractor is unable to complete the Work before such Milestone or completion date.
F. The Contractor shall provide and input all information required for development of the schedule for the work according to the requirements of this Section.
G. T he Contractor shall participate in a review and evaluation of the proposed network diagrams and analysis by the City. Resubmit any revisions necessary as a result of this review for approval by the City within fifteen (15) calendar days after the conference. The approved schedule shall then be used by the contractor for planning, organizing and directing the work, for reporting progress, for requesting payment for work accomplished, and as the basis for any discussion or negotiation of time extensions. If changes in the method of operating or in scheduling are made, notify the City in writing stating the reasons for the change. The City may require revision and resubmittal for approval, without additional cost to the City, of all of the affected portion of the detailed diagrams and mathematical analysis showing the effect of any such change on the entire project. A change requiring resubmittal is one for which variation in estimated or actual activity duration, or variation in the logic sequence of activities creates a reasonable doubt, in the City's opinion, as to the contractor's ability to meet the contract completion date or dates; or which reflects a change in the logic relationships of activities on the critical path.
H. The purpose of the project schedule and the planning meeting shall be to:
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1. Assure adequate planning, scheduling and reporting during execution of the contract;
2. Assure coordination of the work of the Contractor and the various subcontractors and suppliers;
3. Assist the Contractor in monitoring the progress of the work and evaluating proposed changes to the Contract;
4. Assist the Contractor in the preparation and evaluation of the Contractor’s monthly progress payments.
I. Should the Contractor choose to have an outside scheduling consultant prepare the initial schedule, the Contractor understands and agrees to comply with all requirements of this Section.
1.02 PO
ST AWARD ACTIVITIES
A. Network Requirements
1. Within fifteen (15) calendar days of the Notice to Proceed, the Contractor shall submit to the Architect for review and comment, a CPM Schedule in precedence form for the construction/erection work scope. The Contractor shall provide three hardcopies and one electronic copy. Each succeeding submittal of the schedule will have the same requirements for number and type of submittal as the first. The scheduling program shall be Microsoft Project, no substitutions will be allowed. The CPM Schedule shall provide a complete and detailed sequence of operations of the Work within the time limits specified in the Contract.
a. The CPM Schedule diagram shall include:
(1) The order and interdependencies of the Contractor’s activities and the major points of the interface or
interrelation with the activities of others, including
Specific Dates for completion. The following criteria
shall form the basis for assembly of the logic:
(a) What activity must be completed before a
subsequent activity can be started?
(b) What activities can be done concurrently? This
includes activities with Start -to-Start and
Finish-to-Finish relationships with or without
leads and lags.
(c) What activity must be started immediately
following a completed activity?
(2) Activities should be linked between major area
separations of the project so that the individual areas do not imply complete independence. The critical
path should run through all major areas, since the
entire project must be completed.
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(3) Conformance with and identification of the Specific Dates specified in the Contract Documents.
(4) The description of work by activity.
(5) Off site activities: The Contractor shall include in the CPM Schedule all procurement activities, which lead
to the delivery of materials to the site. Upon written approval from the Architect, these activities may be
submitted as a separate Off -Site Activities Schedule,
properly correlated to the CPM Schedule. The
Schedule of Off -Site Activities shall include the
following:
(a) D ates for submittals, ordering, manufacturing
or fabricating, and delivery of equipment and
materials. Long lead items requiring more than
one month between ordering and delivery to
the site shall be clearly noted;
(b) All significant Contractor activities dur ing the
fabrication and erection/installation in a
Contractor’s plant or on a job site, including
materials / equipment purchasing, and delivery;
(c) Contractor’s drawings and submittals to be
prepared and submitted to the Architect.
The Contractor shall be solely responsible for
expediting the delivery of all material to be furnished by him so that construction progress is maintained
according to the current Schedule for the Work.
Submittals, equipment orders and similar items are to
be treated as Schedule activities, and shall be given
appropriate activity numbers.
(6) Delivery of Owner-furnished material and equipment. (7) Shop fabrication and delivery.
(8) Critical Path (or Paths).
(9) Testing of equipment and materials.
B. The identity, duration and logic of activities compr ising the CPM Schedule shall meet the following criteria:
1. Activity boundaries shall be easily measurable and descriptions shall be clear and concise. Do not preface activity descriptions with “Begin” or “Complete.” The beginning and end of each activity shall be readily verifiable, and progress should be quantifiable.
2. Responsibility for each activity shall be identified with a single performing organization.
3. The cost component for each activity shall be provided. The sum of the activity cost components shall equal the contract price. No
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costs, however, shall be assigned to manufacture or delivery activities.
4. Potential problems or constraints related to the implementation of the construction plan shall be identified in writing.
5. Seasonal weather conditions, utility coordination, no- work periods, expected job learning curves, and other foreseeable delays to activities shall be considered and included in the planning and scheduling of all work. Seasonal weather conditions shall be based upon the historic weather records published for the local Contractors by National Data Centers.
6. Maximize Start-To-Start and Finish- To-Finish activity relationships.
Overlapping activities minimizes out -of-sequence problems that arise when most relationships are Finish- To-Start with zero lead or lag.
7. I
mposed completion dates for events other than the Specified Completion Dates will not be permitted.
8. The level of detail of the CPM Schedule shall be such that activity durations over fifteen (15) working days shall be kept to a minimum except for non- construction activities such as shop drawing and sample submittals, fabrication and delivery of materials and equipment, delivery of equipment, concrete curing, and General Conditions activities, or with the approval of the Architect. The Architect has final approval of, and can request further breakdowns of activities, in order to facilitate tracking and accuracy of pay requests.
9. The CPM Schedule shall show an early completion date for the project that is not later than the project’s required completion date.
All activity durations shall be given in working days. The CPM Schedule also shall show the following for each activity:
a. Interfaces with the work of outside contractors, e.g., utilities, power, and with any separate contractor.
b. D escription.
c. Estimated duration.
d. Early start (by calendar date).
e. Late start (by calendar date).
f. Early finish (by calendar date).
g. Late finish date (by calendar date).
h. Total float available in workdays.
i. Actual start date (by calendar date).
j. Actual finish date (by calendar date).
k. Activity code(s).
l. The Critical Path for the project, with said path of activities being clearly and easily recognizable on the time- scaled CPM Schedule Diagram. The relationship between all non- critical activities and activities on the Critical Path shall be clearly shown on the CPM Schedule Diagram.
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m. The dollar value of each activity, not exceeding $20,000. n. The responsibility code for the Contractor or Subcontractor performing each activity or portion of the activity.
o. The percentage complete of each activity in progress or completed whether manually input or computer calculated. p. An activity related to “Punchlist” will be incorporated into the schedule and schedule of values in an amount not less than 1% of total contract amount. Payment for this activity will be made upon satisfactory completion of all punchlist work.
C. Submittals
1. Within fifteen (15) calendar days after Notice to Proceed, the Contractor shall submit to the Architect for review and comment, a CPM Schedule in precedence for m for the construction/erection work scope. The submittal of the contract scheduling documents shall include:
a. A plotter -generated time- scaled network diagram showing activity descriptions, durations and relationships between activities. The critical path should be easily identifiable.
D. Approval Process
1. The Architect will review the Contractor’s Schedule, and shall have five (5) working days to review and comment in writing.
2. The Contractor shall revise and resubmit the Schedule as soon as practical but in all cases within fourteen (14) calendar days. The Architect will have three (3) working days to review and comment on the revised Schedule.
3. Once the Schedule is approved, it will become the official Project Schedule and will be used to monitor progress of the Work, subject to such revisions made to the Schedule as provided for herein or in the Contract Documents, and to support requests for payment.
4. Acceptance by the Owner of the Contractor’s CPM Schedule shall not relieve the Contractor of the responsibility for accomplishing the Work within every Contract -required Milestone and Completion date. The Owner disclaims any obligation or liability due to acceptance of the CPM Schedule.
5. If the Contractor fails to provide the schedules within the time prescribed, or revisions to the schedule within the requested time, the Owner may withhold approval of payment until the Contractor submits the required information.
1.03 UPD
ATES
A. The Contractor understands and agrees that their schedule is intended to accurately reflect at all times the status of the Project construction. The Contractor also understands and agrees that updating the schedule is a
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key component of this requirement and will make every reasonable effort to provide current information.
B. Throughout the progress of the Work, the Contractor shall prepare and maintain a two- week manual bar chart field schedule reflecting the schedule of work activities accomplished for the previous week and the work scheduled for the forthcoming two weeks. This manual field schedule shall be updated weekly.
1.04 PRO
GRESS PAYMENTS
A. The submission and approval of progress updates and the calculations of the value of work done for any given pay period for each activity based on the percentage complete for that activity less the amount previously paid for past percentages complete and percent of retainage shall be an element of the evaluation of Progress Payments.
B. No payment for work will be approved until the Contractor has complied with the provisions of this Section.
C. An initial application for Payment for expenditures not directly related to Work accomplished at the project will be allowed before the acceptance of the Contractor’s schedule. This payment will be limited to such items as Permits, Bonds, Mobilization, and Insuranc e. Requests for payment for work items not included above will be denied without an approved schedule.
1.05 RECO
VERY SCHEDULE
A. In the event that certain activities shown on the Contractor’s CPM Schedule fall behind to the extent that any of the specific Dates are in jeopardy, the Contractor shall be required, at no extra cost to the Owner, to prepare and submit to the Architect a supplementary Recovery Schedule, in a form and detail appropriate to the need, to explain and display how he intends to reschedule those activities to regain compliance with the CPM Schedule during the immediate subsequent pay period.
B. The Contractor shall do the following, after determination of the requirement for a Recovery Schedule:
1. Within three (3) calendar days, the Contractor shall submit a Recovery Schedule for acceptance to the Architect. The Recovery Schedule shall be prepared to similar level of detail as the CPM Schedule and shall have a maximum duration of one (1) month.
2. Any revisions necessary because of this review shall be resubmitted by the Contractor for acceptance within two (2) calendar days of the conference. The approved Recovery Schedule shall then be the Schedule that the Contractor shall use in planning, organizing, directing, coordinating, performing and executing the Work (including all activities of subcontractors, regain compliance with the CPM Schedule. equipment vendors and suppliers) for its one (1) month duration.
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1.06 REVISIONS REQUESTED BY CONTRACTOR
A. The Contractor understands and agrees that their schedule is intended to accurately reflect at all times the status of the Project construction. The Contractor also understands and agrees that changes or revisions to the schedule are key components of this requirement and will make every reasonable effort to provide information as quickly as possible so that the CPM Schedule accurately reflects current conditions.
B. Should the Contractor, after approval of the initial CPM Schedule want to change the plan of construction, he shall submit the requested revisions to the Architect including a description of the logic for rescheduling the work, methods of maintaining adherence to intermediate milestones and specific dates and the reasons for the revisions.
C. The Contractor shall revise the schedule to include the effect of changes, acts of God or other conditions or events that have affected the CPM Schedule. The Architect will have three (3) working days to review and either approve the change or reject the change in writing to the Contractor.
If the requested changes are approved by the Architect they will be incorporated by the Contractor into the CPM Schedule in the next reporting period.
D. When the Owner orders changes by Change Order that have the potential to impact the Contract Milestones or Specific Dates stipulated, the Contractor shall provide (when owner requests) a revised schedule indicating possible impacts. Should the Owner accept the change, it will be incorporated into the CPM Schedule by the Contractor.
E. Neither the updating or revision of Contractor’s Detailed Construction Schedule nor the submission, updating, change or revision of any report or schedule for Owner’s review or non- objection of any such report or schedule, have the effect of amending or modifying, in any way, the contract Time, any Contract Completion Date, or Contract Milestone Dates or of modifying or limiting in any way contractor’s obligations under this Contract.
F. If at any time during the construction, it appears to the Architect that the Contractor’s schedule no longer represent the actual prosecution and progress of the work, the Architect will request in writing a revision to the schedule. Any “out of sequence progress” problems will be considered evidence that the schedule needs revising. The Contractor then has three (3) working days to respond to that written request. In the event the Contractor does not agree with the conclusion of the Architect regarding the schedule status of the project, it shall be resolved in accordance with the disputes clause of the contract.
G. Failure to furnish any required submittal or information specified herein shall constitute a cause for withholding any part of progress payments.
1.07 FLO
AT TIME
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A. Float or slack time is the amount of time between the earliest start date and the latest start date, or between the earliest finish date and the latest finish date of a chain of activities on the CPM Schedule. Float or slack time is not for the exclusive use or benefit of either the Contractor or the Project. Contractor’s work shall proceed according to start dates, and Architect shall have the right to reserve and apportion float time according to the needs of the project.
1.08 DEL
AYS AND TIME EXTENSIONS
A. When the Contractor experiences change orders or delays and the Contractor requests an extension of time, the Contractor shall submit to the Architect a written Time Impact Analysis illustrating the impact of each change or delay on the current contract schedule completion date. The activity times used in the Time Impact Analysis shall be those included in the latest project schedule update.
B. Extensions of time for performance as described in the Contract Documents will be granted only to the extent that time adjustments for the activity or activities affected by any condition or event that entitles the Contractor to a time extension exceed the total float or slack along the path of activities affected at the time of Notice to Proceed of a Change Order or the commencement of any delay or condition for which an adjustment is warranted under the Contract Documents.
C. Each Time Impact Analysis shall be submitted within five (5) calendar days after a delay occurs or notice of direction for proceeding with a change order is given to the Contractor. If the contractor does not submit a Time Impact Analysis within the specified time period, the Contractor’s rights to any additional time and cost are waived.
D. Approval or rejection of each Time Impact Analysis shall be made within five (5) calendar days after receipt, unless subsequent meetings and negotiations are necessary. A copy of the approved Time Impact Analysis signed by the Owner and the Architect will be returned to the Contractor for incorporation into the schedule. The changes to the schedule will be incorporated into the Project Schedule during the first update after agreement is reached on the Time Impact Analysis.
E. In the event the Contractor does not agree with the decision of the Owner regarding the impact of a change or delay, it shall be resolved in accordance with the disputes clause of the contract.
1.09 CO
ORDINATION
A. The Contractor shall coordinate the work with that of the other contractors and shall cooperate fully with the Project Manager in maintaining orderly progress toward completion of the Work as scheduled.
B. Failure of Owner -furnished equipment and materials to arrive as scheduled, or failure of other construction contracts to meet their schedule, shall not be justification for an extension of time, except where
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such failure causes, in the opinion of the Architect, an unreasonable dela y in the Contractor’s work, in which case the provisions of the General Conditions regarding extensions of time and extra work shall apply.
C. The Contractor shall keep itself and subcontractors advised always while the work is progressing regarding delivery status of Owner -furnished equipment and material and of the progress of construction work being performed under separate contracts.
D. The Contractor shall involve all applicable Subcontractors in the schedule development, updating, and revisions, if required.
1.10 DEF
AULT
A. Failure of the Contractor to comply with the requirements of this Section shall constitute reason that the Contractor is failing to prosecute the Work with such diligence as will insure its completion within the Contract items and may be considered as one of the grounds for termination by the Owner.
1.13 DAI
LY CONSTRUCTION REPORTS
A. The Contractor shall prepare and submit to the Architect a daily construction report, recording the following information concerning events at the site. Keep a copy at the site in a separate binder and submit duplicate copies to the Architect:
a. List of subcontractors at the site.
b. Approximate count of personnel per trade at the site. c. High and low temperatures, general weather conditions. d. Accidents and unusual events.
e. Meetings and significant decisions.
f. Stoppages, delays, shortages, losses.
g. Meter readings and similar recordings.
h. Emergency procedures.
i. Orders and requests of governing authorities.
j. Change Orders received, implemented.
k. Services connected, disconnected.
l. Equipment or system tests and start-ups.
m. Partial completions, occupancies.
n. Substantial Completions authorized.
PART 2 PRODUCTS
Not Used
PART 3 EXECUTION
Not Used
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END OF SECTION 01311
AQUATICS POOL RESURFACING PROJECT CERTIFICATE OF COMPLIANCE McClatchy Park Pool, 3500 5th Avenue, Sacramento, CA SECTION 01313, Page 1
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SECTION 01313
CERTIFICATION OF COMPLIANCE
The Contractor does hereby certify that all work has been performed and materials supplied in accordance with the drawings, specifications and Contract Documents for the above Work, and that:
No less than the prevailing rates of wages as ascertained by the governing body of the Contracting agency has been paid to laborers, workmen and mechanics employed on this Work;
There have been no unauthorized substitutes of Subcontractors; nor have any subcontractors been entered into without the names of the Subcontractors having been submitted to the Owner prior to the start of such subcontracted work;
No subcontract was assigned or transferred or performed by any Subcontractor other than the original Subcontractor, without prior notice having been submitted to the Owner together with the names of all Subcontractors;
All claims for material and labor and other service performed in connection with these specifications have been paid;
In WITNESS WHEREOF, the undersigned has signed and sealed this instrument this day , 2 .
Firm Name
Signature
Title
(Attest)
(SEAL IF BIDDER IS A CORPORATION)
As determined necessary, evidence of compliance may be required to be submitted with and made a part of this Certificate of Compliance.
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SECTION 01313
CERTIFICATION OF COMPLIANCE
PART 1 GENERAL
1. No final payment shall be made until the Contractor files with the Owner, prior to acceptance of the Work, a notarized Certification of Compliance in the following form.
PART 2 PRODUCTS
Not Used
PART 3 EXECUTION
Not Used
END OF SECTION 01313
AQUATICS POOL RESURFACING PROJECT SHOP DRAWINGS
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SHOP DRAWINGS, PRODUCT DATA AND SAMPLES
PART 1 GENERAL
1.01 DESCRIPTION
A. Submit, to the Architect shop drawings, product data and samples required by Specifications Sections or as specifically requested by Architect.
B. Related requirements specified elsewhere:
1. Section 01311: Project Schedule
2. Section 01700: Contract Closeout:
3. Section 01780: Record Documents
C. The Contractor shall prepare and submit to Architect with Construction Schedule, a separate schedule listing dates for submission of all required shop drawings, product data and samples, tied into Construction Schedule with appropriate logic.
1.02 SHOP DRAWINGS
A. Original drawings, prepared by Contractor, subcontractor, manufacturer, supplier or distributor, which illustrate some portion of the Work showing fabrication, layout, setting or erection details.
B. Shop drawings shall be prepared for this particular project.
Drawings prepared specifically for other projects and revised for this project will be rejected.
C. When necessary, base shop and setting drawings upon actual measurements taken at site and other job conditions. Show any variations and revisions to Contract Documents that are necessary for proper installation of work. Fabrication or installation of work shall not be started until shop or setting drawings have been checked and returned with "furnish as submitted" or "furnish as corrected" indicated by Architect.
D. Identify details by reference to sheet and detail numbers shown on Contract Drawings.
E. Submit shop drawings, required by Contract Documents for execution of Work, to Architect not later than 15 days prior to contemplated or actual need in shop or at site, and earlier where more time may be required for review.
F. Provide shop drawings with cross -reference to drawing and detail numbers on Contract Drawings to facilitate review.
G. Provide shop drawings which demonstrate to Architect that:
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1. Contractor understands design concept of certain portions of Work.
2. Equipment and material to be provided meet design and technical requirements of Contract Documents.
3. Methods of fabrication and installation.
H. After review, reproduce and distribute in accordance with Section 01300.
1.03 PRODUCT DATA
A. Manufacturer's standard schematic drawings:
1. Modify drawings to delete information that is not applicable to project.
2. Supplement standard information to provide additional information applicable to project.
B. Manufacturer's catalog sheets, brochures, diagrams, schedules, performance chart, illustrations and other standard descriptive data.
1. Clearly mark each copy and identify pertinent materials, products or models.
2. Show dimensions and clearances required.
3. Show performance characteristics and capacities.
4. Show wiring diagrams and controls.
C. Submit product data required by Contract Documents for execution of work, to Architect not later than 15 days prior to contemplated or actual need in shop or at site, and earlier where more time may be required for review. See Section 01300.
D. Provide product data with cross -reference to Specifications Section of Project Manual to facilitate review.
E. Submit number of copies per section 01300.
F. After review, distribute in accordance with Article on Procedures above and provide copies for Record Documents.
1.04 SAMPLES
A. Provide physical examples to illustrate materials, equipment or workmanship and to establish standards by which completed work is judged.
B. Office Samples: Of sufficient size and quantity to clearly illustrate:
1. Functional characteristics of product or material, with integrally related parts and attachment devices.
2. Full range of color samples.
3. After review, samples may be used in construction of Project.
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4. Include identification on each sample, with full Project information.
5. Submit samples in ample time for review or selection, as applicable, so as to not delay Work.
6. Take into account delivery time of all manufactured items when submitting samples.
C. Submit samples of size and quantity specified, or, if not specified, of sufficient size and quantity to illustrate functional and aesthetic characteristics of Product, with integral parts and attachment devices. Coordinate sample submittals for interfacing work.
D. Submit samples of finishes from full range of manufacturers' standard colors, or in specified custom colors, textures, and patterns, for Architect selection.
E. Field Samples:
1. Construct each sample complete, including work of all trades required in finished Work.
2. After acceptance, where appropriate and upon Architect written approval, field samples may be incorporated into Project.
3. When directed, remove field samples not incorporated into Project from site.
1.05 MANUFACTURER'S INSTRUCTIONS
A. When specified in individual specification Sections, submit manufacturers' printed instructions for delivery, storage, assembly, installation, start-up, adjusting, and finishing, in quantities specified for Product Data.
B. Identify conflicts between manufacturers' instructions and Contract Documents.
1.06 MANUFACTURER'S CERTIFICATES
A. When specified in individual specification Sections, submit manufacturers' certificate to Architect for review, in quantities specified for Product Data.
B. Indicate material or product conforms to or exceeds specified requirements. Submit supporting reference date, affidavits, and certifications as appropriate.
C. Certificates may be recent or previous test results on material or Product, but must be acceptable to Architect.
1.07 REQUIRED SUBMITTAL QUANTITIES TO ARCHITECT
Prints
A. Construction Schedule:
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1. 8- 1/2 x 11 inch size: 7
2. Larger than 8-1/2 x 11 inch: 7
B. Survey Date:
1. 8- 1/2 x 11 inch: 7
2. Larger than 8-1/2 x 11 inch: 7
C. Shop Drawings:
See specific section covering Shop Drawing submittal
requirements.
D. Product Data:
1. 8- 1/2 x 11 inch: 7
2. Larger than 8-1/2 x 11 inch: 7
E. Office Samples:
See specific section covering product or material.
F. Field Samples:
See section covering specific system.
G. Schedule of Values 2
1.08 CONTRACTOR RESPONSIBILITIES
A. Review shop drawings, product data and samples prior to submission.
B. Verify:
1. Field measurements.
2. Field Construction criteria.
3. Catalog numbers and similar data.
C. Coordinate each submittal with requirements of Work and Contract Documents.
D. Contractor's responsibility for errors and omissions in submittals is not relieved by Architect's review.
E. Contractor's responsibi lity for deviations in submittals from requirements of Contract Documents is not relieved by Architect's review of submittals.
F. Notify the Architect, in writing at time of submission, of deviations in submittals from requirements of Contract Documents.
G. Begin no work that requires submittals until return of submittals with Architect's stamp and initials or signature indicating review.
H. After Architect's review, distribute copies.
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1.09 SUBMITTAL REQUIREMENTS
A. Make all submittals far enough in advance of scheduled dates for installation to provide all required time for review, for securing necessary approvals, for possible revision and re-submittals and for placing orders and securing delivery. Submission of all shop drawings shall be through the General Contractor.
B. Submit one (1) original and six (6) prints of shop drawings. These will be distributed as follows: Original plus (1) copy to remain with the Architect, (2) for the city, (1) which will be returned, and (3) copies of product data which Contractor requires for distribution.
Should the contractor require more copies for his use, he shall provide additional copies at no cost to the owner.
C. Submit number of samples specified in each specification section.
D. Unless otherwise specifically permitted by the Architect, make all submittals in groups containing all associated items. Partial submittals may be rejected.
E. Accompany submittals with transmittal letter, in duplicate, containing:
1. Date
2. Project title and number
3. Contractor's name and address
4. The number of each shop drawing, product data and sample submitted.
5. Notification of deviations from Contract Documents.
6. Specifications section it represents
F. Submittals shall include:
1. Date and revision dates
2. Project title and number
3. The name of:
a. Architect / Engineer
b. Contractor
c. Subcontractor
d. Supplier
e. M anufacturer
f. Separate detailer when pertinent
4. Identification of product or material
5. Relation to adjacent structure or materials
6. Field dimensions, clearly identified as such
7. Specifications section number
8. Applicable standards, such as ASTM number or Federal Specification
9. A blank space, for Architect review stamp
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10. Identification of deviations form Contract Documents
11. Contractor's stamp, initialed or signed, certifying to review of submittal, verification of field measurements and compliance with Contract Documents.
1.10 RESUBMITTAL REQUIREMENTS
A. Shop Drawings:
1. Revise initial drawings as required and resubmit as specified for initial submittal.
2. Indicate on drawings any changes that have been made other than those requested by Architect.
3. Product data and samples: Submit new data and samples as required for initial submittal.
1.11 ARCHITECT'S DUTIES
A. Review submittals with reasonable promptness as mutually agreeable among the various parties.
B. Review for:
1. Design concept of project.
2. Information given in Contract Documents
C. Review of separate item does not constitute review of an assembly in which item functions.
D. Affix stamp and initials or signatures certifying the review of submittal.
E. Return submittals to Contractor for distribution.
F. The Architect may immediately reject any item without further review if it is not:
1. Accompanied by a transmittal letter containing the required information.
2. Submitted as a reproducible.
3. Stamped "approved" by the Contractor.
G. The review will be for conformance to the design concept and compliance with information given in the Contract Documents. The Architect will make notations directly on the reproducible.
H. The review is intended to foresee unacceptable products and to avoid the possibility of their rejection at the site. The review shall not be construed as:
1. Permitting a departure from the Contract Documents, unless specifically so noted.
2. Relieving the Contractor of the responsibility for errors or omissions.
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3. Acceptance of an assembly in which an approved item is a part.
4. Approval of variations from previously approved items.
5. Approval of dimensions.
I. The Architect will review all samples. Such review will be for appearance only. Compliance with all other requirements is the responsibility of the Contractor.
J. Where the Contract Documents require the design of structural, mechanical or electrical systems or components of systems by a supplier, or where a Contractor initiates a change in the design of a system or component thereof, such systems or components shall be designed by a registered professional Architect or Engineer and all calculations submitted to this Architect for his records, prior to starting fabrication or installation of the Work. This Architect will not be responsible for the designs of such other professional Architects or Engineers.
1.12 VARIATIONS FROM CONTRACT DOCUMENTS
A. If the Architect determines a variation from the Contract Documents is in the best interest of the Owner, and it does not involve change in the Contract price or item, the Architect, with the Owner's concurrence, may permit such variation.
B. Unless the Architect receives immediate written notification, he will assume the Contractor approves any variation shown.
C. If the Contractor fails to mention variations from the Contract Documents, he will not be relieved of the responsibility for executing the Work in accordance with the Contract Documents.
D. When a variation from the Contract Documents is permitted and such variation involves corresponding adjustments in an adjacent or related item, the responsibility for making and paying all costs for such adjustment rests with the Contractor requesting the original variation.
PART 2 PRODUCTS
Not Used
PART 3 EXECUTION
Not Used
END OF SECTION 01340
AQUATICS POOL RESURFACING PROJECT SCHEDULE OF VALUES
McClatchy Park Pool, 3500 5th Avenue, Sacramento, CA SECTION 01370, PAGE 1
SCHEDULE OF VALUES – 01370 – PAGE 1
SECTION 01370
SCHEDULE OF VALUES
PART 1 - GENERAL
1.01 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section.
B. See also the Schedule of Values Form in the Contract.
1.02 DESCRIPTION
A. Work Included: Provide detailed Schedule of Value breakdowns, of the agreed Contract Sum, showing values allocated to each of the various parts of the Work, as specified herein and in other provisions of the Contract Documents.
B. Related Work
1. Documents affecting work of this Section include, but are not necessarily limited to, Conditions of the Contract, and Sections in Division 1 of these Specifications.
2. Schedule of Values is required by the Conditions of the Contract.
3. Schedule of Values is required to be compatible with the "continuation sheet" accompanying applications for payment.
1.03 QUALITY ASSURANCE
A. Use required means to assure arithmetical accuracy of the sums described.
B. When so required by the Architect, provide copies of the subcontracts or other data acceptable to the Architect, substantiating the sums described.
1.04 SUBMITTALS
C. Prior to first application for payment, submit a proposed Schedule of Values through the Architect to the Owner.
1. Meet with the Architect and determine additional data, if any, required to be submitted.
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2. Secure the Architect's approval of the Schedule of Values prior to submitting first application for payment.
3. Detail shall include, at a minimum, by site.
a. By building and/or site
b. By trade
c. By major activity
d. By activity
e. Equipment costs
f. Mobilization/submittal costs
g. Closeout services
4. Submit anticipated pay application draw (including Conditions of the Contract) for each month of the Project.
END OF SECTION 01370
AQUATICS POOL RESURFACING PROJECT QUALITY CONTROL
McClatchy Park Pool, 3500 5th Avenue, Sacramento, CA SECTION 01400, Page 1
QUALITY COMNTROL – 01400 – PAGE 1
SECTION 01400
QUALITY CONTROL
PART 1 GENERAL
1.01 DESCRIPTION:
A. Section Includes:
1. Quality assurance and control of installation.
2. References.
3. Field samples.
4. Mock-up.
5. Inspection and testing laboratory services.
6. Contractor's inspection and testing responsibilities.
7. Testing laboratory responsibility.
8. State's responsibility
9. Manufacturers' field services and reports.
B. Related Sections:
1. Section 01340 - Submittals: Submission of Manufacturers' Instructions and Certificates.
2. Section 01615 - Delivery, Storage and Handling.
1.02 QUALITY ASSURANCE/CONTROL OF INSTALLATION
A. Monitor quality control over suppliers, manufacturers, Products, services, site conditions, and workmanship, to produce Work of specified quality.
B. Comply fully with manufacturers' instructions, including each step in sequence.
C. Should manufacturers' instructions conflict with Contract Documents, request clarification from Architect before proceeding.
D. Comply with specified standards as minimum quality for Work except when more stringent tolerances, codes, or specified requirements indicate higher standards or more precise workmanship.
E. Perform work by persons qualified to produce workmanship of specified quality.
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F. Secure Products in place with positive anchorage devices designed and sized to withstand stresses, vibration, physical distortion or disfigurement.
G. Codes and Standard: Testing, when and where required, will be in accordance with pertinent codes and regulations and with selected standards of the American Society for Testing and Materials.
1.03 REFERENCES
A. Conform to reference standard by date of issue current on date of Contract Documents.
B. Obtain copies of standards when required by Contract Documents.
C. Should specified reference standards conflict with Contract Documents, request clarification from Architect before proceeding.
D. Contractual relationship of parties to Contract shall not be altered from Contract Documents by mention or inference otherwise in any reference document.
1.04 FIELD SAMPLES
A. Install field samples at site as required by individual specifications Sections for review.
B. Acceptable samples represent acceptable quality level for Work.
C. Where field sample is specified in individual Sections to be removed, clear area after field sample has been accepted by Architect.
D. Contractor shall be responsible for job site handling and curing of concrete, mortar and grout test specimens, in strict compliance with all applicable ASTM specifications.
1.05 MOCK-UP
A. Tests will be performed under provisions identified in this section and individual product sections.
B. Assemble and erect specified items, with specified attachment and anchorage devices, flashings, seals, and finishes.
C. Where mock -up is specified in individual Sections to be removed, clear area after mock -up has been accepted by Architect unless directed otherwise.
1.06 INSPECTION AND TESTING LABORATORY SERVICES
A. Owner will appoint, employ, and pay for services of independent firm to perform inspection and testing.
B. Special inspection required by Specifications, code or ordinance, shall be performed by a qualified inspector selected by Owner and approved by Architect.
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1. The Special Inspector shall be a person qualified to inspect the particular type of construction or operation requiring special inspection. He shall demonstrate his competence to the satisfaction of the Sacramento City Building Official.
2. Inspection by the Special Inspector shall in no way relieve the Contractor of his obligation to perform the Work in accordance with the requirements of the Contract Documents.
3. Special Inspectors shall observe the work for conformance with the Drawings and Specifications and in accordance with the applicable provisions of California Building Code, latest edition, with any Sacramento City Amendments.
C. Contractor shall cooperate and afford every opportunity for such inspections.
1.07 CONTRACTOR'S INSPECTION AND TESTING RESPONSIBILITIES A. Cooperate with independent firm:
1. Furnish samples of materials, design mix, equipment, tools, storage and assistance as requested.
2. Provide access to work and manufacturer's operations.
3. Notify Architect and independent firm 24 hours prior to expected time for operations requiring services.
4. Contractor shall make arrangements with independent firm and pay for additional samples and tests required for Contractor's use not specified in the contract documents.
5. Furnish copies of mill test reports.
6. Furnish casual labor and facilities.
a. To provide access to work to be tested.
b. To obtain and handle samples at site.
c. To facilitate inspections and tests.
d. For laboratory's exclusive use for storage and curing of test samples.
7. Arrange with laboratory and pay for additional samples and tests required for Contractor's convenience.
8. Should Contractor elect to exercise certain options in Specifications
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necessitating additional testing or inspection, or if tests and/or inspections result from work performed other than during approved regular hours of work, costs f or such tes ting and inspections shall be Contractor's obligation and Owner will make payment thereon and will deduct such costs from contract price.
B. Retesting:
1. Retesting required because of non- conformance to specified requirements shall be performed by same independent firm on instructions by Architect.
2. Should initial tests indicate non- compliance with Contract Documents, costs for both initial tests and subsequent retesting occasioned by non- compliance, and all other related costs, including additional Architect's services made necessary by such failure will be charged to Contractor by deducting such costs from Contract Sum/Price.
C. Notification: Contractor shall notify Testing Lab, Architect a minimum of 24 hours in advance of any operations scheduled for inspection and/or testing specified herein, to allow for laboratory assignment of personnel and scheduling of test. Work requiring inspections and testing by testing laboratory will not be performed without their qualified technician on the job site. If, after giving notice to the testing lab, the work requiring inspection and/or testing is not performed and the testing lab must make a second trip to the job site, the Contractor shall reimburse Owner for technicians time and travel expense. Where tests are required prior to Contractor starting work, Contractor shall arrange for testing far enough in advance so as not to delay the project or cause inconvenience to the testing lab.
D. Contractor's Responsibility: The testing laboratory service provided by the Owner shall not relieve the Contractor of his responsibility for compliance with the requirements of the Contract Documents. Testing laboratory services are provided for the sole and exclusive benefit of the Owner in monitoring the quality and performance of the Contractor's work. Results of tests made by the Owner's testing laboratory will be made available to the Contractor and shall be a basis for rejection of non- conforming or defective work. Additional tests/inspections required by the Owner shall not be the basis for any claim by the Contractor for additional compensation.
1.08 TESTING LABORATORY RESPONSIBILITY
A. General: Testing laboratory shall inspect, test and document work performed on this project as described hereinbefore.
B. Test Reports: Promptly furnish test reports of materials and work tested to
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the Architect, Contractor, and Owner. Test reports shall include the name of the project, General Contractor, applicable Subcontractor, and Testing Laboratory, the locations, dates, and time samples were taken and tested, type of test, identification of sample, location in which the work sample was taken, record of weather conditions, evaluation of test results, conformance or non-conformance of test results with Contract Documents, name and signature of technician taking sample and performing tests, and any other information required by Architect.
C. Inspection Reports: Furnish inspection reports for each site visit documenting activities, observations, and inspections of work; i nclude observations on weather conditions, time and date, conditions and/or status of the work being inspected, actions taken, and recommendations or evaluation of the work. In addition to written reports, immediately notify Architect, Owner and Contractor of any portions of the work found to be in nonconformance with the Contract Documents.
1. The testing lab will promptly process and distribute required copies of test reports and related instructions to ensure necessary retesting and replacement of materials with the least possible delay.
a. Re-tests of all work shall be specifically indicated by the term "Retest" and shall be sufficiently descriptive to designate the date, location, and original test information indicating why the original was not in compliance with documents.
2. The Laboratory shall send all test reports to the Architect and the Contractor.
3. Special Inspection Reports: Within twenty -four (24) hours after each special inspection, submit two (2) copies of inspection reports to the Contractor, Architect, and Sacramento City building official.
Include the following:
Date Issued
Project Title and Number
Name of Inspector
Date and Time of Inspection
Identification of Specifications Section
Location in the Project
Type of Inspection or Test
Date of Test
Results of Tests and conformance with Contract Documents a. All Discrepancies shall be noted and brought to the attention of the Contractor for correction. If corrections are not made, notify the Architect and Sacramento City Building Official.
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b. Final Special Inspection Reports shall be signed and submitted by the special inspector, and shall state whether the work requiring special inspection was, to the best of his knowledge, in conformance with the approved Drawings and Specifications and the applicable workmanship provisions of the the California Building Code, Title 24 (latest edition), with Sacramento City Amendments.
D. Codes: Conform to the requirements of the California Building Code, Title 24 (latest edition), and other applicable sections and standards, and any special requirements of the local Building Official having jurisdiction.
E. Limits of Authority: Testing laboratory is not authorized to:
1. Release, revoke, alter or enlarge on requirements of the Contract Documents.
2. Approve or accept any portion of the work (as relates to the Contractor's obligation to conform to the Contract Documents.)
3. Perform any duties of the Contractor.
1.09 OWNER'S RESPONSIBILITY:
The Owner shall not be held liable for the actions (or lack of action) of the testing laboratory(s). The commencement of work by the Contractor shall indicate his understanding and agreement that all disputes or claims which may develop between the Owner's testing laboratory(s) and the contractor will be resolved directly between those two parties without involvement or responsibility on the part of the Owner, unless prior agreement is made in writing. Contractor shall advise the Owner of faulty inspections or tests performed by the testing laboratory but Owner shall not be held responsible for problems, damages, delays, replacement of defective work, etc. which may occur as result of the testing laboratory(s) faulty work in which case the Contractor's sole recourse shall be against the testing laboratory or other party at fault, but not against the Owner. Nothing in these specifications shall be construed as preventing the Contractor from hiring a separate testing laboratory to perform testing laboratory services, however, the Owner's testing laboratory inspections and tests shall be the basis for acceptance or rejection of the work by the Owner unless such inspection or tests are proven to be in error.
1.10 MANUFACTURERS' FIELD SERVICES AND REPORTS
A. Submit qualifications of observer to Architect 30 days in advance of required observations. Observer shall be subject to approval of Architect and Owner.
B. When specified in individual specification Sections, require material or Product suppliers or manufacturers to provide qualified staff personnel to
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observe site conditions, conditions of surfaces and installation, quality of workmanship, start -up of equipment, test, adjust, and balance of equipment as applicable, and to initiate instructions when necessary.
C. Observers shall report observations and site decisions or instructions given to applicators or installers that are supplemental or contrary to manufacturers' written instructions.
D. Submit report in duplicate within 30 days of observation to Architect for review.
1.11 Q
UALITY CONTROL (QC) SYSTEM :
A. The QC system shall perform the following minimum requirements:
B. I nspection Procedures: The Contractor's inspection procedure shall be reported on the Contractor's Daily Quality Control Report and shall conform to the following:
1 . Preparatory Inspection: Shall be performed by the Contractor prior to beginning any definable feature of work or job feature and shall include a preparatory phase conference with the City, and Architect. Contractor shall submit a tentative schedule of upcoming preparatory conferences for approval with the quality control plan, and provide an outline of how the QC will implement the particular phase of work two (2) days prior to each scheduled preparatory conference, following the format indicated in the Preparatory Inspection Report Form provided by the City. The City will review this outline prior to the conference. The conference shall include:
a. A review of agreement requirements;
b. A check to assure that all materials and/or equipment have been tested, submitted, and approved;
c. A check to assure that provisions have been made to
provide required testing;
d. E xamination of the work area for completion of all
preliminary work.
e. A physical examination of required materials and equipment for conformance to approved shop drawings or submittal
data.
2. Initial Inspection: Shall be performed by Contractor as soon as a representative portion of the particular feature of work is complete and shall include examination of the quality of workmanship as well
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as a review of control testing for compliance with agreement requirements.
3. Follow-Up Inspection: Shall be performed by Contractor daily to assure continuing compliance with agreement requirements until completion of the particular feature of work.
B. In addition to the three-phase inspection procedure, the Contractor's Quality Control representatives shall perform the following:
1. Perform detailed review, prior to submittal, of all shop drawings, certificates of compliance, and material and equipment submittals called for under these specifications. Certify with each submittal that all items therein are correct and in strict accordance with the agreement drawings and specifications except as may be otherwise expressly stated. Furnish submittals only after review and certification.
2. Establish and maintain an effective quality control and inspection system, which will assure and document that all supplies and services conform to agreement requirements whether constructed or processed by the Contractor, or procured from subcontractors or vendors. Document the system as specified herein. Make all documents available for review by the City prior to the start of construction and throughout the life of the agreement, and notify the Cityand Architect in writing of any proposed change to his inspection system.
3. Implement the system by the establishment of a quality control organization headed on a full-time basis by the Contractor's quality control representative (CQC), who shall be physically on the project site for the duration of the project, and whose responsibility is to insure compliance with the agreement. The CQC shall be assisted by other personnel, industry-recognized testing laboratories, or manufacturer's representatives, who are qualified to perform the various inspections, tests, and equipment adjustments required.
4. Perform the number and type of tests required by the agreement specifications and by other publications referenced.
5. Provide current records and documents as specified.
6. Maintain an approved system for identifying the inspection status of supplies.
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7. Establish and maintain an effective system for controlling non- conforming material and removing materials and equipment which are not approved.
8. Maintain full-size marked-up drawings with survey notes, sketches; nameplate data, pricing information, description, and serial numbers of all installed equipment; and other information depicting as-built conditions. Maintain this information in a current condition at all times until acceptance of the work and make it available for review by City personnel at all times. All variations from the agreement plans, for whatever reason, shall be indicated in the same general detail utilized in the agreement plans. This information shall be furnished to the City a minimum of two weeks prior to Contractor's Certification of Substantial Completion.
C. After the agreement is awarded and before construction operations are started, the Contractor shall meet with the City and the Architect to discuss the QC system requirements. The meeting shall develop mutual understandings relative to system details , including the forms to be used for recording the inspections, administration of the system, and the interrelationship of Contractor and City inspection. Within five days after receipt of the Notice to Proceed the Contractor shall furnish to the City and Architect a QC system plan which shall include the procedures, instructions, and reports to be used. Construction shall not start until the Quality Control plan is approved. This document shall include as a minimum:
1. The inspection organization.
2. Number and qualifications of inspection personnel to be used.
3. Authority and responsibilities of inspection personnel.
4. Methods of inspection, including subcontractor's work.
5. Schedule for use of inspection personnel by types and phase of work.
6. Test methods including, as specified, name of qualified testing laboratory to be used, if applicable.
7. Schedule for use of non-Contractor personnel and facilities, such as manufacturer's representatives and approved testing
laboratories.
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8. Method of documenting inspection and testing.
9. A copy of a letter of direction to the Contractor's quality control representative, outlining CQC duties and signed by a principal officer of the firm.
D. Provide and maintain all measuring and testing devices, laboratory equipment, instruments, transportation, and supplies necessary to accomplish the required testing and inspection to be performed by the Contractor. Calibrate all measuring and testing devices at established intervals against certified standards which have known valid relationships to national standards. Make the Contractor's equipment available for use by the City for verification of their accuracy and condition as well as for any inspection or test desired.
E. Assure that the latest approved drawings, including shop drawings, specifications, and instructions required by the agreement, as well as authorized changes thereto, are used for fabrication, inspection, and testing.
1.04 QUALITY ASSURANCE BY CITY
A. The Contractor's Quality Control inspection system is subject to evaluation and verification inspection by the City to determine its effectiveness in supporting the quality requirements established in the agreement. The City may require joint City-Contractor inspections at any time and on a periodic basis to evaluate the effectiveness of the Contractor's Quality Control system.
B. The City reserves the right to inspect supplies, services, materials, and equipment required by this agreement. City inspection will not constitute acceptance; nor will it in any way replace Contractor inspection or otherwise relieve the Contractor of his responsibility to monitor and control the quality of construction.
C. The City may notify the Contractor of non-compliance with agreement provisions and the action to be taken. The Contractor shall immediately take corrective action. If the Contractor fails to comply promptly, the City may issue an order stopping all or part of the work until satisfactory corrective action has been taken. No part of the time lost due to any such stop orders shall be made the subject of claim for extension of time or for excess costs or damages by the Contractor.
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1.05 RECURRING DEFICIENCIES:
A. In accordance with the General Conditions, the Contractor shall not build upon or conceal any feature of the work containing uncorrected defects.
Payment on deficient items will be withheld until defects are satisfactorily corrected. The cost of additional City testing resulting from failure to comply with agreement requirements shall be deducted from the agreement amount.
IF RECURRING DEFICIENCIES INDICATE THAT THE QUALITY
CONTROL SYSTEM IS NOT ADEQUATE, CORRECTIVE ACTION
SHALL BE TAKEN AS DIRECTED AND PROGRESS PAYMENTS WILL
BE WITHHELD UNTIL SUCH CORRECTIVE ACTION HAS BEEN
COMPLETED.
1.06 DAILY RECORD
A. The Contractor's Quality Control Inspectors shall maintain a daily record of all inspections and tests performed for each shift of Contractor or Subcontractor operations in the format directed. These records shall:
1. Identify the project
2. Include data on weather conditions
3. Indicate the Contractor and/or Subcontractors working and their respective areas of responsibility
4. List construction equipment, other than hand tools, at the job site and whether or not used on the report day.
5. Provide factual evidence that continuous quality control inspection and tests have been performed, including but not limited to the following:
a. maintenance of Shop Drawing and Submittal Register;
b. monitoring of equipment and materials upon arrival at the job site for compliance with approved shop drawings;
c. proper storage of equipment including documentation of this responsibility on the daily report;
d. type and number of inspections or tests involved; results of inspections or tests; nature of defects; causes for rejections; proposed remedial action; and corrective actions taken.
6. Include a current record of all inspections.
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7. Include a signed statement that all supplies and materials incorporated in the work are in full compliance with the terms of the agreement.
B. Furnish the City, on a daily basis, a legible copy of all inspection records for permanent retention. The daily record of inspections shall cover all work placement subsequent to the previous report and shall be verified by the Contractor's designated Quality Control representative. A sample of an acceptable Contractor Quality Control Report form shall be provided by the City. All specified tests or portions thereof, whether performed by the City or the Contractor, shall be recorded and attached to the daily report of the date upon which the test occurs. CQC shall record these tests on forms similar to the "Test Report" form provided by the City. The "Test Report" form shall be augmented as directed to include all of the test data required to provide a complete report.
PART 2 PRODUCTS
Not Used
PART 3 EXECUTION
Not Used
END OF SECTION 01400
AQUATICS POOL RESURFACING PROJECT CONST. FACILITIES
McClatchy Park Pool, 3500 5TH Avenue, Sacramento, CA SECTION 01500, Page 1
CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS – 01500 – PAGE 1 SECTION 01500
CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS
PART 1 GENERAL
1.01 DESCRIPTION:
A. Section Includes:
1. Temporary Utilities: Electricity, lighting, heat, ventilation, telephone service, water and sanitary facilities.
2. Temporary Controls: Barriers, enclosures and fencing, protection of the Work and water control.
3. Construction Facilities: Access roads, parking, progress cleaning, and temporary buildings.
4. Removal: Utilities, facilities, and controls.
B. Related Sections:
1. Section 01710: Cleaning.
1.02 TEMPORARY UTILITIES
A. Temporary Electricity:
1. Provide and pay for power service required from Utility source.
B. Temporary Lighting:
1. Provide and maintain lighting for construction operations to achieve minimum lighting level of 2 watts/sq ft. Provide additional lighting for finish work where and when needed, or as required by the Contract Documents.
2. Provide branch wiring from power source to distribution boxes with lighting conductors, pigtails and lamps as required.
3. Maintain lighting and provide routine repairs.
C. Temporary Heat:
1. Provide and pay for heat devices and heat as required to maintain specified conditions for construction operations. Comply with codes, agencies, and regulations regarding usage of temporary space heaters.
D. Temporary Ventilation:
1. Ventilate enclosed areas to:
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CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS – 01500 – PAGE 2 a. Assist cure of materials.
b. Dissipate humidity.
c. Prevent accumulation of dust, fumes, vapors, or gases. d. Provide local exhaust ventilation to prevent harmful dispersal of hazardous substances into atmosphere at all times.
E. Temporary Telephone and Facsimile (FAX) Service:
1. Provide, maintain and pay for telephone service and facsimile (Fax) on a dedicated line, to field office at time of project mobilization. a. Toll calls shall be paid by party making call.
b. Equip phone with answering machine.
2. Maintain services from start of work through building occupancy.
F. Temporary Water Service:
1. Provide, maintain and pay for suitable quality water service required for construction operations.
G. Temporary Sanitary Facilities:
1. Provide and maintain adequate number of required facilities and enclosures (see list below) for use of all persons and trades employed on Work during construction period.
a. Toilet facilities.
b. Washing facilities.
c. Other facilities as required.
H. Temporary First Aid Facilities: Provide adequate first aid facilities for construction personnel.
I. Temporary Fire Protection:
1. Take all precautions to prevent possibility of fire resulting from construction operations. Particularly avoid hazardous
accumulations of rubbish and unsecured flammable materials.
2. Provide emergency fire extinguishing equipment of adequate type and quantity, readily available and properly maintained.
3. Keep local Fire Department's telephone number prominently displayed near telephone.
1.03 TEMPORARY CONTROLS
A. Barriers and Fencing
1. Provide barriers to prevent unauthorized entry to construction areas and to protect existing facilities and adjacent properties from damage from construction operations.
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2. Provide barricades and covered walkways required by governing authorities for public rights-of-way.
3. Protect non- owned vehicular traffic, stored materials, site and structures from damage.
4. Provide temporary commercial grade chain link fencing at the limits of construction for the duration of the project, until Project has been accepted or occupied by Owner. Maintain site fencing as needed and equip with vehicular gates with locks.
B. Water Control:
1. Grade site to drain. Maintain excavations free of water. Provide, operate, and maintain pumping equipment.
2. Protect site from puddling or running water. Provide water barriers as required to protect site from soil erosion.
3. Exercise care in cleaning out equipment, etc., so as to prevent materials from clogging catch basins and yard drains.
4. Leave all drainage items clean and in proper working condition.
C. Dust Control:
1. Utilize water app lication or other methods approved by the local jurisdiction to control dust on access roads and the project site to the satisfaction of the Architect. Maintain dust control operation to prevent flying dust from leaving the project site. Use power sweepers for street cleaning as necessary.
2. Vacuum clean interior surfaces of building prior to start of finish painting.
3. Continue vacuum cleaning on as -needed basis until building is ready for Substantial Completion or Occupancy.
D. Pollution Control:
1. Burning or burying of rubbish and waste materials on Site is prohibited. Provide dump box for collection of waste materials.
2. Disposal of volatile fluid wastes (such as mineral spirits, oil or paint thinner) in storm or sanitary sewer systems is prohibited.
4. Keep Site and surrounding areas clear of accumulations of waste material and rubbish resulting from operations under this Contract.
Remove waste from Site immediately upon completion of Work.
AQUATICS POOL RESURFACING PROJECT CONST. FACILITIES
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CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS – 01500 – PAGE 4
E. Protection of Installed Work:
1. Do not remove temporary bracing and shoring until adequate permanent connections or structural elements are in final position and positively anchored.
2. Provide protective coverings at walls, projections, jambs, sills and soffits of opening.
3. Protect finished floors, stairs and ot her surfaces from traffic, dirt, wear, damage or movement of heavy objects, by protecting with durable sheet materials such as Tyvek.
4. Prohibit traffic or storage upon waterproofed or roofed surfaces. If traffic or activity is necessary, obtain recommendations for protection from waterproofing or roofing material manufacturer.
5. Prohibit traffic from landscaped areas.
F. Vegetation Damage Control:
1. Protect all existing trees to remain on site from foliage, trunk, and root damage.
2. Provide barricades and maintain same around all trees, shrubs or other landscaped areas adjacent to work of this Contract to protect such areas from damage of any nature caused by construction operations.
3. Replace any plantings damaged or destroyed with plants of equivalent size, type and nature as approved by Architect.
G. Exterior Enclosures:
1. Provide temporary weather tight closure of exterior openings to accommodate acceptable working conditions and
protection of Products, to allow for temporary heating and maintenance of required ambient temperatures identified in individual specification Sections, and to prevent entry of unauthorized persons.
2. Provide access doors with self-closing hardware and locks.
3. Provide temporary roofing as required.
H. Interior Enclosures:
AQUATICS POOL RESURFACING PROJECT CONST. FACILITIES
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CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS – 01500 – PAGE 5
1. Provide temporary partitions and ceilings as required to separate work areas from owner occupied areas, to prevent penetration of dust and moisture into Owner occupied areas, and to prevent damage to existing materials and equipment.
2. Construction: Framing and reinforced polyethylene sheet materials with closed joints and sealed edges at intersections with existing surfaces in accordance with ASTM E90 (maximum Flame Spread Rating of 75) and in accordance with ASTM E84.
I. Security:
1. Provide security and facilities to protect Work from unauthorized entry, vandalism or theft.
2. Provide temporary locks at all exterior doors after building is enclosed.
3. Coordinate with Owner’s Security program.
1.04 CONSTRUCTION FACILITIES
A. Access Roads
1. Construct and maintain temporary access to public thoroughfares to serve construction area.
2. Relocate as Work progress requires. Provide detours necessary for unimpeded traffic flow.
3. Provide and maintain access to fire hydrants, free of obstructions.
4. Provide means of removing mud from vehicle wheels before entering streets. Any dirt, mud or other debris tracked onto streets must be removed immediately.
5. Provide barricades, warning signs, flagmen or other traffic regulators which may become necessary for protection of public, construction personnel and property.
B. Parking:
1. Arrange for temporary parking areas to accommodate construction personnel, project visitors and Owner's Employees.
2. When site space is not adequate, provide additional off-site parking as allowed by the local jurisdiction
3. Do not allow construction personnel vehicle or equipment parking on existing pavement.
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4. Designate one parking space each for Owner, and Architect.
C. Progress Cleaning:
1. Maintain areas free of waste materials, debris, and rubbish.
Maintain site in a clean and orderly condition.
2. Remove debris and rubbish from pipe chases, plenums, attics, crawl spaces and other closed or remote spaces prior to enclosing the space.
3. Broom and vacuum clean int erior areas prior to the start of surface finishing and continue cleaning to maintain a dust-free space during the finishing operations.
4. Remove waste materials, debris, and rubbish from site periodically and dispose off-site.
D. Project Identification:
1. Provide one 4 x 8 foot project sign of MDO exterior grade plywood and wood frame construction, painted with exhibit lettering by professional sign painter to Architect's design and colors. Design supports, framing and surfaces to resist a minimum of 50 mph wind velocity.
2. List title of project and logo, names of Owner, Architect, and Contractor as defined by the Architect's design.
3. Erect on the site at location established by the Architect, and Owner.
a. Comply with requirements of authorities having jurisdiction. b. Obtain and pay for any required permits.
4. No other signs will be allowed without the Owner's permission except those signs required by law.
E. Field Offices and Sheds:
1. General: Furnish and install field office building(s) adequate in size and accommodation for all Contractor's offices, job site meetings, superintendent's office, supply room, tool room, and Architect.
Provide a 12 x 40 trailer for the City’s Project Manger. Contractor shall provide telephone and fax connection for City Manager’s use.
2. The Contractor will provide the Architect with a space adequate in size and accommodation for job site meetings, and includes; a desk/chair, phone, phone line, computer connection access and use of facsmile and copy machines (when applicable).
AQUATICS POOL RESURFACING PROJECT CONST. FACILITIES
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CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS – 01500 – PAGE 7
1.05 REMOVAL OF UTILITIES, FACILITIES, AND CONTROLS
A. Remove temporary above grade or buried utilities, equipment, facilities, materials, prior to Substantial Completion inspection.
B. Clean and repair damage caused by installation or use of temporary work.
C. Restore Owner's property, and adjacent private and public property damages or used during construction, to original condition. Restore permanent facilities used during construction to specified condition.
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AQUATICS POOL RESURFACING PROJECT SUMMARY OF WORK
McClatchy Park Pool, 3500 5th Avenue, Sacramento, CA SECTION 01600, Page 1
MATERIAL AND EQUIPMENT – 01600 – PAGE 1
SECTION 01600
MATERIAL AND EQUIPMENT
PART 1 - G ENERAL
1.01 RELATED WORK SPECIFIED ELSEWHERE:
A. Warranty: Section 01700.
B. Shop Drawings, Coordination Drawings and Schedules: Section 01300.
C. Manufacturer's Data/Samples: Section 01300.
1.02 MATERIAL AND EQUIPMENT SELECTION:
A. Comply with Standards and Specifications, including: size, make, type and quality specified.
B. Manufactured and Fabricated Products:
1. Design, fabricate and assemble in accord with the best engineering and shop practices.
2. Manufacture like parts of duplicate units to standard sizes and gauges, to be interchangeable.
3. Two or more items of the same kind shall be identical and by the same manufacturer.
4. Provide products suitable for service conditions.
5. Adhere to equipment capacities, sizes and dimensions shown or specified unless variations are specifically approved in writing.
C. Use material or equipment only for purpose for which it is designed or is specified.
D. Fabricate and install equipment to deliver its full rated capacity at the eff i- ciency for which is was designed.
E. Select and install equipment to operate at full capacity without excessive noise or vibration.
F. Provide electrical products with Underwriters Laboratories label or as ap- proved by the local inspection authority.
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MATERIAL AND EQUIPMENT – 01600 – PAGE 2
G. All materials and products used in the construction of this project will be asbestos free in accordance with all applicable Federal, State and Local Authorities and Regulatory Agencies.
1.03 TRANSPORTATION AND HANDLING:
A. Arrange deliveries of products in accord with construction schedules, c o- ordinate to avoid conflict with work and conditions at the site.
1. Deliver products in undamaged condition, in manufacturer's original containers or packaging, with identifying labels intact and legible.
2. Immediately upon delivery, inspect shipments to assure compliance with requirements of Contract Documents and assure products are properly protected and undamaged.
3. The Contractor shall promptly return all defective materials without waiting for their rejection by the Architect.
B. Provide equipment and personnel to handle products by methods to pr e- vent soiling or damage to products or packaging.
1.04 STORAGE AND PROTECTION:
A. Store products in accord with manufacturer's instructions, with seals and labels intact and legible.
1. Store products subject to damage by the elements in weathertight enclosures.
2. Maintain temperature and humidity within the ranges required by manufacturer's instructions.
3. Protect equipment and s ystems from moisture, chemical or me- chanical damage before and after installation.
4. Protect shafts and bearing housings from rust.
B. Exterior Storage:
1. Store fabricated products above ground, on blocking or skids, pr e- vent soiling or staining. Cover products which are subject to det eri- oration with impervious sheet coverings, provide adequate ventil a- tion to avoid condensation.
2. Store loose granular materials in a well -drained area on solid sur- faces to prevent mixing with foreign matter.
C. Inspection: Arrange in a manner to provide easy access for inspection.
Make periodic inspections of stored products to assure that products are maintained under specified conditions, and free from damage or deterior a- tion.
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MATERIAL AND EQUIPMENT – 01600 – PAGE 3
D. Protection After Installation:
1. Provide substantial coverings as necessary to protect installed products from damage from traffic and subsequent construction operations.
2. Plug or cap pipe and conduit openings to prevent the entrance of foreign matter.
3. Remove when no longer needed.
1.05 ALIGNING JOINTS IN FINISH MATERIALS:
A. It shall be the responsibility of the Contractor to make certain in the instal- lation of jointed floor, wall, and ceiling materials that:
1. The joints align through in a straight line and in both directions wherever possible.
2. The joints shall be symmetrically placed wherever possible.
3. If, because of the non- related sizes of the various materials and l o- cations of openings, etc., it is not possible to accomplish the above, the Contractor shall meet the Architect at the site to determine the most satisfactory arrangement. The Contractor shall establish ce n- ter lines for all trades.
1.06 SYSTEMS DEMONSTRATION:
A. Prior to final inspection, demonstrate operation of each system to Architect and Owner.
B. Instruct Owner's personnel in operation, adjustment, and maintenance of equipment and systems, using the operation and maintenance data as the basis of instruction.
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AQUATICS POOL RESURFACING PROJECT DELIVERY, STORAGE & HANDLING McClatchy Park Pool, 3500 5th, Avenue, Sacramento, CA SECTION 01615, Page 1
DELIVERY, STORAGE AND HANDLING – 01615 – PAGE 1
SECTION 01615
DELIVERY, STORAGE AND HANDLING
PART 1 - GENERAL
1.01 REQUIREMENTS
A. Provide for expeditious transportation and delivery of products to project site undamaged, on a schedule to avoid delay of the work.
B. Provide equipment and personnel at the site to unload and handle products in a manner to avoid damage to products.
C. Provide secure storage and protection for products to be incorporated into the work, and maintenance and protection for products after installation and until completion of the work.
1.02 DELIVERY
A. Arrange deliveries of products in accord with construction schedules and in ample time to facilitate inspection prior to installation.
B. Coordinate deliveries to avoid conflict with work and conditions at site.
1. Work of other contractors, or Owner.
2. Limitations of storage space.
3. Availability of equipment and personnel for handling products.
C. Deliver products in undamaged condition in original containers or packaging, with identifying labels intact and legible.
D. Partial deliveries of component parts of equipment shall be clearly marked to identify the equipment, to permit easy accumulation of parts and to facilitate assembly.
E. Immediately upon delivery, inspect shipment to assure:
1. Product complies with requirements of Contract Documents and reviewed submittals.
2. Quantities are correct.
3. Containers and packages are intact, labels are legible.
4. Products are properly protected and undamaged. Minor damages may be repaired, with approval of the Architect, provided the finish items are equal in all respects to new work.
1.03 PRODUCT HANDLING
A. Provide equipment and personnel necessary to handle products, by
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methods to prevent soiling or damage to products or packaging.
B. Provide additional protection during handling as necessary to prevent scraping, marring, or otherwise damaging products or surrounding surfaces.
C. Handle products by methods to prevent bending or overstressing.
D. Lift heavy components only at designated lifting points.
1.04 STORAGE
A. Store products immediately on delivery, and protect until installed in the work. Store in accord with manufacturer's instructions, with seals and labels intact and legible.
B. Store products subject to damage by elements in substantial weather -tight enclosures.
1. Maintain temperatures within ranges required by manufacturer's instructions.
2. Provide humidity control for sensitive products, as required by manufacturer's instructions.
3. Store unpacked products on shelves, in bins, or in neat piles, accessible for inspection.
C. Exterior Storage:
1. Provide substantial platforms blocking, or skids to support fabricated products 4" above ground, prevent soiling or staining.
2. Cover products, subject to discoloration or deterioration from exposure to the elements, with impervious sheet coverings. Avoid use of nonvented plastic or canvas shelters that could create humidity chambers. Provide adequate ventilation to avoid condensation.
3. Store loose granular materials on solid surfaces such as paved areas, or provide plywood or sheet materials to prevent mixing with foreign matter.
a. Provide surface drainage to prevent flow or ponding of rainwater.
b. Prevent mixing of refuse or chemically injurious materials or liquids.
D. Arrange storage in manner to provide easy access for inspection.
1.05 MAINTENANCE OF STORAGE
A. Maintain periodic system of inspection of stored products on schedules basis to assure that:
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1. State of storage facilities is adequate to provide required conditions.
2. Required environmental conditions are maintained on continuing basis.
3. Surfaces of products exposed to elements are not adversely affected. Any weathering of products, coatings, and finishes is not acceptable under requirement of Contract Documents.
1.06 PROTECTION AFTER INSTALLATION
A. Provide protection of installed products to prevent damage from subsequent operations. Remove when no longer needed, prior to completion of work.
B. Control traffic to prevent damage to equipment and surfaces.
C. Provide coverings to protect finished surfaces from damage.
1.07 DAMAGED PRODUCTS
A. Damaged or deteriorated materials shall be removed from the premises.
Replace materials that have been damaged.
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AQUATICS POOL RESURFACING PROJECT SUBSTITUTION & EQUAL FORM McClatchy Park Pool, 3500 5th Avenue, Sacramento, CA SECTION 01630, Page 1
TO:
PROJECT:
SPECIFIED ITEM:
SECTION: PAGE: PARAGRAPH: DESCRIPTION:
The undersigned requests consideration of the following:
PROPOSED SUBSTITUTION:
Attached data includes product description, specifications, drawings, photographs, performance and test data adequate for evaluation of the requests; applicable portions of the data are clearly identified. Attached data also includes description of changes to Contract Documents which proposed substitution will require for its proper installation.
The undersigned states that the following paragraphs, unless modified on attachments, are correct:
1. The proposed substitution does not affect dimensions shown on Drawings.
2. The undersigned will pay for changes to the building design, including engineering, design, detailing and construction costs caused by the requested substitution.
3. The proposed substitution will have no adverse affect on other trades, the construction schedule or specified warranty requirements.
4. Maintenance and service parts will be locally available for the proposed substitution.
The undersigned further states that the function, appearance and quality of the proposed substitution are equivalent or superior to the specified item.
Submitted by: Title:
Signature: Date:
Firm: Phone:
Address:
Attachments:
* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Accepted: City NLA Rejected: City NLA By: Date: (City) By: Date: (NLA)
AQUATICS POOL RESURFACING PROJECT SUBSTITUTION REQUEST & EQUALS McClatchy Park Pool, 3500 5th Avenue, Sacramento, CA SECTION 01630, Page 1
SUBSTITUTION REQUESTS / EQUALS – 01630 – PAGE 1
SECTION 01630
SUBSTITUTION REQUESTS / EQUALS
PART 1 - GENERAL
1.01 DESCRIPTION
A. General:
1. This Section describes procedures for submitting, processing, and handling of requests for substitution and product options. Any substitution or option shall be in accordance with provisions of Contract Documents.
2. See Instructions to Bidders and General Conditions for additional information.
B. Address submittals to Architect.
1.02 PRODUCT SELECTION - GENERAL
A. Base all bids on materials, equipment and procedures specified.
B. Certain types of equipment and kinds of material are described in Specifications by means of trade names, catalog numbers and/or manufacturer's names. This is not intended to exclude from consideration other items which may be capable of accomplishing the purpose indicated.
C. Other types of equipment and kinds of material may be acceptable to Owner and Architect. (Prior approval required; see substitution request form at the end of this section).
D. Listing of a manufacturer implies acceptance of them only as supplier of a product which complies with specified item.
E. Equipment, materials and methods of construction, if not specifically indicated, must be approved in writing by Architect/Engineer and be agreed upon by Owner prior to letting of Contract.
F. Architect/Engineer reserves the right to require substitute items to comply color- and pattern-wise with base specified items, if necessary to achieve "design intent."
G. No substitution will be permitted after letting of Contract, except as indicated herein.
H. Conditional bids and voluntary alternates will not be considered.
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1.03 CONTRACTOR'S OPTIONS
A. For products specified only by reference standards, any product meeting standards may be used.
B. For products specified by naming several products or manufacturers, use any product or manufacturer named.
C. For products specified by naming one manufacturer and product, and several optional manufacturers or products, select any named product and manufacturer which meets all specification criteria.
1. Contract Documents are based upon use of primary manufacturer.
2. By use of optional manufacturer or product, Contractor acknowledges that he will be responsible for all adjustments to fit product to the Work and for providing all additional work, equipment, and services required by use of product, at no additional cost to Owner.
1.04 REQUESTS FOR SUBSTITUTION / OR EQUALS
A. Use form provided at the end of this section.
B. Request constitutes a representation that Contractor:
1. Has investigated proposed product and determined that it meets or exceeds, in all respects, specified product.
2. Will provide the same warranty for substitution as for specified product.
3. Will coordinate installation and make other changes which may be required for work to be complete in all respects.
4. Waives claims for additional costs which may subsequently become apparent.
C. Substitutions will not be considered when they are indicated or implied on Shop Drawings or product data submittals without separate written request, or when acceptance will require substantial revision of Contract Documents.
D. Only one request for substitution will be considered for each product.
When substitution is not accepted, specified product shall be provided.
E. Failure of Contractor to submit proposed substitutions for review in the manner specified and within the time prescribed shall be sufficient cause for disapproval by Architect of any substitutions so proposed.
1. Where proposed substitutions are unacceptable to the Architect and originally specified item is not available through no fault of the
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Contractor, the Architect shall select an alternate product. When such a selection results in a change to the Contract Cost or the Contract Time, the Contract shall be adjusted in accordance with the "General Conditions of the Contract for Construction." F. Contractor shall certify that each product submitted as a substitution is considered asbestos free in accordance with all applicable regulations of Federal, State and Local Authorities and Regulatory Agencies.
G. “Or Equals” must be pre-approved prior to bid date.
1. Unless otherwise indicated, no item, material, or process will be r e- viewed later than 10 days prior to the Bid Date.
2. All requests for pre-approval must be in writing.
3. All items, materials or processes that are to be considered for pre-approval must be submitted in the manner described in the in- dividual Specification Sections in which they appear, and must in- clude all required and necessary support information, certificates, and product information needed for evaluation. Responsibility for assembling and providing adequate review material is solely that of the pre-approval applicant. Adequacy of the material submitted will be determined solely by the Architect, whose decision will be final.
4. Inadequate applications will not be reviewed. Neither the Architect nor the Owner has an obligation to notify applicants of inadequate applications prior to the established cut-off dates for review.
5. Neither the Architect nor the Owner has an obligation to revi ew proposed equals prior to Bidding unless pre-approval of a particular material, method or item of equipment is expressly required in the Specifications.
1.05 SUBMITTAL DATA
A. Complete data substantiating compliance of proposed substitution with Contract Documents. (Note: It is the responsibility of the submitter to supply the Architect with complete description and technical information so that the Architect can properly appraise the submittal. Lack of proper and sufficient information will be sufficient cause for rejection. Burden of proof of merit of requested substitution is on submitter.)
B. For products:
1. Products identification, including manufacturer's name.
2. Manufacturer's literature, marked to indicate specific model, type, size, and options to be considered:
a. Product description.
b. Performance and test data.
c. Reference standards.
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d. Difference in power demand, air quantities, etc.
e. Dimensional differences from specified unit.
3. Full size samples if requested. Architect reserves the right to retain the sample until physical units are installed on project for comparison purposes. Requester will pay all costs of furnishing and return of samples. Architect is not responsible for loss of, or damage to, samples.
4. Name and address of similar projects and name of Owner's Representative who can be contacted to discuss product, installation, and field performance data.
5. List other local projects for which the submitted product has been approved for use.
6. For construction methods:
a. Detailed description of proposed method.
b. Illustrate on drawings.
7. Itemized comparison of proposed substitute to specified item.
8. Data relating to changes in construction schedule.
9. Relation to separate contracts.
10. Cost of proposed substitution in comparison with product or method specified.
1.06 SUBSTITUTION AFTER BID DATE
A. No substitutions will be considered after bid date except for: Non- availability of specified item due to strikes, lockouts, bankruptcy, discontinuance of production, proven shortage, or similar occurrences or when the contractor pays the owner a credit acceptable to the Owner and compensates the Architect for additional review time.
B. Notify Architect, in writing (with a copy being sent to the Owner) with substantiating data as soon as non- availability becomes apparent, to avoid delay in construction.
C. Forward submittal data as required for substitutions above.
1.07 REJECTION OF SUBSTITUTION OR “EQUALS”
A. Substitutions and/or “Equals” will not be considered if:
1. They are indicated or implied on shop drawings, or project data submittals, without formal request submitted in accordance with this Section.
2. Acceptance will require substantial revision of Contract Documents or building spaces.
3. Request for substitution does not indicate specific item for which request is submitted. Acceptance of a manufacturer only will not be made.
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1.08 PRIOR APPROVALS
A. Prior approval does not automatically mean equipment is approved. Final submittals and shop drawings shall be made as required by the Specifications for final approval of all equipment and materials. Any changes required due to substitution is the Contractor's responsibility.
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AQUATICS POOL RESURFACING PROJECT STARTING OF SYSTEM
McClatchy Park Pool, 3500 5TH Avenue, Sacramento, CA SECTION 01650, PAGE 1
STARTING OF SYSTEMS – 01650 – PAGE 1
SECTION 01650
STARTING OF SYSTEMS
PART 1 - GENERAL
1.01 SECTION INCLUDES
A. Starting systems.
B. Demonstration and instructions.
1.02 RELATED SECTIONS
A. Section 01700 - Contract Closeout.
B. See also individual sections for start-up requirements
1.03 STARTING SYSTEMS
A. Coordinate schedule for start-up of various equipment and systems.
B. Notify Architect in writing, a minimum of 24 hrs prior to start-up of each item.
C. Verify that each piece of equipment or system has been checked for proper lubrication, drive rotation, belt tension, control sequence or other conditions, which may cause damage.
D. Verify that tests, meter readings and specified electrical characteristics agree with those required by the equipment or system manufacturer.
E. Verify wiring and support components for equipment are complete and tested.
F. Execute start-up under supervision of responsible manufacturer's representative in accordance with manufacturers' instructions.
G. Where specified in individual specifications sections, require manufacturer to provide authorized representative to be present at site to inspect, check and approve equipment or system installation prior to start -up, and to supervise placing equipment or system in operation. Manufacturers rep shall oversee the startup of all systems. See individual sections for startup requirements.
1.04 DEMONSTRATION AND INSTRUCTIONS
A. Demonstrate operation and maintenance of Products to Owner's personnel two weeks prior to date of Substantial Completion.
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B. Notify the City a minimum of 7 days prior to start-up of each item.
C. Verify t hat each piece of equipment or system has been checked for proper lubrication, drive rotation, control sequence, and other operating conditions.
D. Verify that tests, meter readings and specific electrical characteristics agree with those required by the manufacturer.
E. Verify wiring and appurtenant components are complete and tested.
F. Demonstrate Project equipment and instruct in a classroom environment located at the site and instructed by a qualified representative who is knowledgeable about the Project.
G. Utilize operation and maintenance manuals as basis for instruction. Review contents of manual with Owners' personnel in detail, to explain all aspects of operation and maintenance.
H. Demonstrate start-up, operation, control, adjustment, trouble- shooting, servicing, maintenance and shutdown of each item of equipment at scheduled times, at designated location.
I. All demonstrations and training sessions of equipment/products/systems shall be videotaped (by qualified personnel) by the Contractor. Two copies of the videotape shall be turned over to the Owner.
J. Prepare and insert additional data in operations and maintenance manuals when need for additional data becomes apparent during instruction.
K. The amount of time required for and the type of instruction on each item of equipment and system is to be as specified in individual sections, or as noted in Division 1 specifications.
L. Submit a written report for each system detailing the steps performed, the results observed, and certifying that the equipment and system demonstrates proper installation and functioning under full-load conditions.
1.05 QUALITY CONTROL
A Prior to startup of systems, Contractor Quality Control shall obtain approval of the following submittals :
1. Certification that the system is installed in conformance with the contract.
2. Manufacturer's written startup and operating test procedures.
3. Manufacturer's written startup checklist and operating test forms.
4. Name of manufacturer's representative responsible for conducting startup, operating test, and City instruction.
5. Operation and Maintenance manuals.
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6. Schedule of Startups, Operating Tests, and City Instruction. Unless permitted by the City in writing, no Startup, Operating test, or City instruction shall occur during the same time as any other Startup, Operating Test, or City Instruction.
1.06 OPERATING TEST
A. Contractor shall notify the City in writing 7 days in advance of any Operating Test. Operating Test shall occur after Contractor Quality Control has assured that Startup procedures result in system readiness to conduct the test.
Operating test shall be separate from any other system startup, operating test, or City instruction, and shall occur during normal business hours.
B. Operating Test shall be conducted in the presence of the City, its designated witness, Contractor Quality Control Representative, and, as specified, the Architect, and the manufacturer's representative. Test data will be recorded during the test on the approved test report form. Upon failure of any component, procedure, or performance, the test report form will be annotated as to the time and suspected cause of failure. Test report forms for failed and successful tests shall be submitted within 7 days of test performance.
C. System components and subsystems shall be tested and adjusted prior to full system testing. Upon component or subsystem failure during full system testing, Contractor Quality Control will halt testing, determine the cause of failure, rectify the condition, and reschedule the test. The Contractor is responsible for all City costs caused by test failure and rescheduling.
D. The City may designate witnesses for Operating Tests. Upon notification from the City that the system operation, performance, or test procedure conflicts with contract requirements, Contractor Quality control will halt the test, correct the deficiency, and reschedule the test. The Contractor is responsible for all City costs caused by deficient operation or test procedure.
E. Operating test shall demonstrate each component , subsystem, and total system performance under all operating modes.
1.07 DEMONSTRATION AND INSTRUCTIONS.
A. Demonstrate operation and maintenance of equipment and systems to City personnel prior to the date of substantial completion.
B. Demonstration to be presented by persons authorized in writing by the manufacturer, with experience in the starting, operating, trouble-shooting, and maintaining of the equipment.
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C. Demonstration shall include requirements caused by seasonal climate variations
D. Demonstrate using Operation and Maintenance Manuals.
E. Demonstrate starting, operation, controls, adjustments, trouble-shooting, normal service , and shutdown.
F. Provide amendments to O&M Manuals for changes required as a result of the emonstration.
G. Schedule instruction period with the City's designated representative.
PART 2 - PRODUCTS
Not used
PART 3 - EXECUTION
Not used
END OF SECTION 01650
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SECTION 01700
CONTRACT CLOSEOUT
PART 1 GENERAL
1.01 DESCRIPTION:
A. Section Includes:
1. Description of Requirements.
2. Closeout Procedures.
3. Record Document Submittals.
4. Final Cleaning.
5. System Start-Up.
6. Testing.
7. Training.
8. Adjusting and Balancing.
9. Operation and Maintenance Data.
10. Warranties and Bonds.
11. Spare Parts and Maintenance Materials.
12. Prerequisites to Substantial Completion.
13. Prerequisites to Final Acceptance.
B. Related Sections:
1. Section 01010 - Summary of Work.
1.02 GENERAL REQUIREMENTS
A. Definitions: Project Closeout is the terminology used to describe certain collective project requirements, indicating completion of Work, that shall be fulfilled near end of Contract time in preparation for Final Acceptance and occupancy of Work by the Owner, as well as final payment to Contractor and normal termination of Contract.
B. Time of Contract Closeout is directly related to "Substantial Completion"; therefore, time of closeout may be either single time period for entire Work or series of time periods for individual elements of Work that have been certified as substantially complete at different dates. This time variation, if any, shall be applicable to other provisions of this Section.
1.03 CLOSEOUT PROCEDURES
A. Submit written certification that Contract Documents have been reviewed, Work has been inspected, and that Work is complete in accordance with Contract Documents and ready for Architect’s review.
B. Provide submittals to Architect that are required by governing or other authorities.
C. Submit written request for final Application for Payment identifying total adjusted Contract Sum, previous payments, and sum remaining due.
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1.04 RECORD DOCUMENT SUBMITTALS
A. General: Specific requirements for Record Documents are indicated in individual Sections of these Specifications. Other requirements are indicated in General Conditions. General submittal requirements are indicated in Section 01340 - Shop Drawings, Product Data, and Samples.
B. Do not use Record Documents for construction purposes. Protect from deterioration and loss.
1. Architect will monitor Record Documents and compare to Contractor's payment application on monthly basis.
2. Up-to-date Record Documents are prerequisite to Final Acceptance and approval of Final Payment Request.
C. Record Drawings:
1. Maintain record set of blue or black line prints of Contract Drawings and Shop Drawings in clean, undamaged condition. Accurately indicate depth of all concealed mechanical items, buried piping, locations of cleanouts, etc., from walls and centerlines utilizing standard industry practice. Provide to the Architect prior to acceptance of the completed project one complete set of construction documents revised to show "As-Installed" conditions, including addenda and change order items.
Recording “As Built” Conditions:
a. Record information carefully and neatly, with red ink on “Record Drawing” Set kept on site.
b. Label each sheet “Record Drawing” in large, neat red letters. Label the record copy of other documents "Record".
3. Record the following information on the site “Record Drawings”.
Obtain verification of changes by Inspector's initialing of each change.
a. Changes made by Change Orders and other modifications.
b. Locations of Work buried under and outside the building; such as plumbing and electrical lines and conduits. Establish locations of underground Work by dimensions to column lines or walls, locating turns, and by centerline or invert elevations and rates of fall.
c. Locations of significant Work concealed inside the building whose general locations have been changed, as approved, from those shown on the
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Contract Documents. Give sufficient information to easily locate work concealed in the building.
d. Locations of items, not necessarily concealed, which have been changed, as approved, from the locations shown on the Contract Documents.
e. Nameplate data, description, and serial numbers of all equipment on equipment schedules.
f. In addition to the previously specified requirements for Record Drawings:
1. Keep up to date during the progress of the Work; make available to the City at any time.
2. Furnish additional drawings as necessary for clarification.
3. Record deviations from the sizes, locations and other features of installations shown in the Contract Documents.
4. Drawing to scale:
a) Locate main runs of piping, conduit, ductwork and similar items by dimensions.
b) Locate other items either by dimensions or in relation to spaces within the building.
5. Furnish clean Record Drawings, made from final Shop Drawings that have been updated to show actual conditions, as specified in the individual specification sections.
D. Transmit to the City at time of acceptance of the Work and prior to final payment, using the site record drawings for reference, prepared final “Record As-Built Drawing” drawings on permanent, reproducible prints of original Construction Documents and all shop drawings.
In addition, provide one copy of all Record As-Built Drawings in AutoCad format (version 2005 or later) and one PDF copy of same drawings.
AutoCad drawings shall be fully modifiable.
E. Specifications and Addenda:
1. Mark each Specification Section to record:
a. Manufacturer, trade name, catalog number and supplier of each product and item actually incorporated in the Work.
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b. Changes made by Change Order and other modifications.
F. Large-scale layout drawings:
1. The preparation of large- scale, detailed layout drawings may be required for the work of Division's 15 and 16 of these
Specifications. These layout drawings are not Shop Drawings as defined by the Contract Documents, but, together with Shop Drawings or layout drawings of other affected Work, are used to check, coordinate and integrate the various types of work.
2. If furnished, include the layout drawings as part of the Project Record Drawings.
G. Sign and date the completed Project Record Documents and submit them to the City for review and acceptance prior to any request for verification of Substantial Completion.
1. Mark-up set of Record Drawings to show actual installation where installed work varies substantially from work as originally shown.
2. Mark whichever Drawing (Contract Drawings or Shop Drawings), are most appropriate and most capable of showing actual "field" condition fully and accurately. Consolidate information on complete systems or units of work on minimum number of Drawing Sheets required to properly document changes.
3. Give particular attention to concealed work that would be difficult to measure and record at later date.
4. Mark record set with red erasable pencil and where feasible, use other color to distinguish between variations in separate categories of Work.
5. Show all backing material and other embedded or concealed items required for installation of future work by Owner.
6. Organize Record Drawing sheets into manageable sets, separated by construction discipline, and bind with durable cover sheet. Print suitable titles, dates and other identification on cover of each set.
D. Record Specifications:
1. Maintain one complete copy of Project Manual, including Specifications and Addenda, and one copy of other written Construction Documents such as change orders, supplemental
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instructions and similar modifications issued in printed form during construction.
2. Mark these documents to show substantial variations in actual Work performed in comparison with text of Specifications and modifications issued.
3. Note related Record Drawing information and Product Data, where applicable.
4. Upon completion of Work, submit Record Specifications to Architect for Owner's records. Provide one copy of Record Specifications in modifiable Microsoft Word (Version 2003 or later) and one PDF copy.
E. Record Product Data:
1. Maintain one copy of each Product Data submittal approved for Project.
2. Mark documents to show significant variations in actual work performed in comparison with submitted information.
3. Include both variations in products as delivered to Site and variations from manufacturer's instructions and recommendations for installation.
4. Give particular attention to concealed products and portions of Work that cannot otherwise be readily discerned at later date by direct observation.
5. Note related change orders and markup of Record Drawings and Record Specifications.
6. Upon completion of mark-up, and no later than Final Acceptance of the Project, provide written verification that all Record Product Data has been transmitted to Architect for Owner's records. Provide one copy of all Record Product Data in PDF format.
F. Record Sample Submittal:
1. Immediately prior to date or dates of Substantial Completion, Contractor shall meet at Site with Architect and Owner's representative to determine which, if any, of submitted Samples that have been maintained by Contractor during progress of Work, shall be submitted to Owner for record purposes.
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2. Comply with delivery to Owner's designated location.
G. Miscellaneous Record Submittals:
1. Refer to other Sections of these Specifications for requirements of miscellaneous record keeping and submittals in connection with actual performance of work.
2. Immediately prior to date or dates of Substantial Completion complete miscellaneous records and place in good order, properly identified and bound and filed, ready for continued use and reference.
3. Submit to Architect for Owner's records.
1.05 FINAL CLEANING
A. Cleaning: Provide final cleaning of Work prior to Final Inspection at time indicated. Employ experienced workers or professional cleaners for final cleaning. Clean each surface or unit of work to condition expected from normal commercial building cleaning and maintenance program. Comply with manufacturer's recommendations. Complete following cleaning operations before requesting Architect's review for Certification of Substantial Completion:
1. Clean equipment and fixtures to sanitary condition.
2. Clean or replace filters of operating equipment.
3. Clean debris from roofs, gutters, downspouts, and drainage systems.
4. Clean mechanical and electrical equipment and spaces, including tops of pipes, ducts, equipment, etc.
5. Re-clean areas or equipment, after final inspection, if dirtied as result of Contractor's work in preparing for final inspection or completion of punchlist.
B. Removal of protection: Except as otherwise indicated or requested by Architect, remove temporary protection devices and facilities which were installed during course of Work to protect previously completed Work during remainder of construction period or to protect public.
C. Compliance:
1. Comply with safety standards and governing regulations for cleaning operations.
2. Do not burn waste materials at Site.
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3. Do no bury debris or excess materials on Owner's property.
4. Do not discharge volatile or other harmful or dangerous materials into drainage systems.
5. Remove waste materials from Site and dispose of in lawful manner.
Recycle all potential recyclables at nearest recycling center.
1.06 WARRANTIES
A. Submittal Form:
1. Issue copies of each warranty as indexed section of Operation and Maintenance Manual.
2. Separate each warranty with index tab sheets keyed to Table of Contents listing. Provide full information, using separate typed sheets as necessary. List Subcontractor, supplier and
manufacturer, with address and telephone number of responsible principal.
B. Preparation of Submittals:
1. Obtain warranties executed in duplicate by responsible Subcontractors, suppliers, and manufacturers, within ten days after completion of applicable item or work. Except for items put into use with Owner's permission, leave date of beginning of time of warranty until Date of Substantial Completion is determined.
2. Verify that documents are in proper form, and contain full information.
3. Provide one copy of all warranties and guarantees in PDF format.
4 Retain warranties and bonds until time specified for submittal. All warranties and bonds shall be notarized.
1.07 PREREQUISITES TO SUBSTANTIAL COMPLETION
A. General: Complete the following before requesting Architect's review for certification of Substantial Completion, either for entire Work or for portions of Work. List known exceptions in request.
1. In progress payment request that coincides with, or is first request following date Substantial Completion is claimed, show either 100% completion for portion of Work claimed as "substantially complete", or list incomplete items, value of incomplete Work, and reason for Work being incomplete.
2. Include supporting documentation for completing as indicated in these Contract Documents.
3. Submit statement showing accounting of changes to Contract Sum.
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4. Submit specific warranties, workmanship/maintenance bonds, maintenance agreements, final certifications and similar documents.
5. Deliver tools, spare parts, extra stock of material and similar physical items to Owner.
6. Complete start-up testing of systems, Performance Periods, and instruction of Owner's operating and maintenance personnel.
Discontinue or change over and remove temporary facilities and services from Project Site, along with construction tools and facilities mock-ups and similar elements.
7. Complete final cleanup requirements, including touch-up painting of blemished surfaces.
8. Test fire and life safety systems in presence of Owner's Representative, Architect and City officials.
9. Obtain other approvals as required.
10. Complete major punchlist items.
11. Contractor shall submit copy of Contractor's Punchlist to Architect, clearly stating that building is ready for review with exception of items noted in Contractor's Punchlist.
B. Review procedure: Upon receipt of Contractor's request for review, Architect will either proceed with review or advise Contractor of unfulfilled prerequisites.
C. Following initial review, Architect will either prepare Certificate of Substantial Completion or will advise Contractor of Work that must be performed before Certificate will be issued.
D. Results of completed review will form initial "punchlist" for final acceptance.
1.08 F INAL INSPECTION
A. When Contractor considers Work complete, he shall submit written certification that:
1. Contract Documents have been reviewed.
2. Contractor has inspected Work for compliance with Contract Documents.
3. Work has been completed in accordance with Contract Documents.
4. The Project, properties, and streets are finally cleaned of debris and dirt caused by Contractor operations.
5. Work is complete and ready for final inspection.
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B. Architect will inspect Work to verify completion status as soon as possible after receipt of Contractor's certification.
C. Should Architect consider Work incomplete or defective:
1. Architect will promptly notify Contractor in writing listing incomplete or defective work.
2. Contractor shall immediately remedy deficiencies, and send second written certification to Architect that the Work is complete.
3. Architect will re-inspect the Work.
D. When Architect finds the Work acceptable under Contract Documents, the Contractor shall make closeout submittals.
1.09 REINSPECTION FEES
A. Should Architect be required to make more than two Substantial inspections or one Final inspection due to Contractor's failure to correct specified deficiencies, the Contractor shall bear all costs (including compensation for the Architect's additional services) made necessary thereby.
1.10 EVIDENCE OF PAYMENTS AND RELEASE OF LIENS
A. Contractor shall submit to the Architect the following:
1. Contractor's Affidavit of Payment of Debt and Claims (AIA Documents G706, or similar form approved by the Architect and Owner).
2. Contractor's Affidavit of Release of Liens (AIA Documents G706A or similar form approved by the Architect and Owner) including the following:
a. Contractor's Release or Waiver of Liens.
b. Separate releases or Waivers of Lien for each
Subcontractor, supplier, and others with lien rights against Owner's property, together with list of those parties.
B. Duly sign and execute all submittals, before delivery to Architect.
1.11 FINAL ADJUSTMENT OF ACCOUNTS
A. Submit final statement of accounting to Architect, including the following:
1. Original Contract Sum.
2. Additions and deductions resulting from:
a. Previous Change Orders.
b. Deductions for uncompleted Work. (if any)
c. Deductions for Liquidated Damages. (if any)
d. Deductions for Re-inspection Payments (if any)
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3. Total Contract Sum, as adjusted.
4. Previous Payments
5. Sum remaining due.
B. The Architect will prepare and issue final Change Order, reflecting approved adjustments to Contract Sum not previously made by Change Orders.
1.12 FINAL APPLICATION FOR PAYMENT
A. Follow procedures specified in General and Supplementary General Conditions.
PART 2 PRODUCTS
Not Used
PART 3 EXECUTION
Not Used
END OF SECTION 01700
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SECTION 01710
CLEANING
PART 1 GENERAL
1.01 GENERAL REQUIREMENTS
A. Work included: Throughout the construction period, maintain the project site where work is carried out in a standard of cleanliness as described in this section.
B. Related work described elsewhere: In addition to standards described in this Section, comply with all requirements for cleaning as described in other various Sections of these Specifications.
1.02 QUALITY ASSURANCE
A. Inspection: Conduct daily inspection, and more often if necessary, to verify that requirements of cleanliness are being met.
B. Codes and Standards: In addition to the standard described in this section, comply with all pertinent requirements of governmental agencies having jurisdiction.
PART 2 PRODUCTS
2.01 CLEANING MATERIALS AND EQUIPMENT
A. Provide all required personnel, equipment, and materials needed to maintain specified standard of cleanliness.
PART 3 EXECUTION
3.01 PROGRESS CLEANING
A. General:
1. Retain all stored items in an orderly arrangement allowing maximum access, not impeding drainage or traffic, and
providing the required protection of materials.
2. Do not allow the accumulation of scrap, debris, waste material, and other items not required for construction of this Work.
3. Provide adequate storage for all items, awaiting removal from the job site, observing all requirements for fire
prevention and protection of the ecology.
B. Site:
1. Weekly, and more often if necessary, inspect all
arrangements of materials stored on the site; restack, tidy, or otherwise service. All arrangements to meet the
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requirements of paragraph 3.01, A.1. above.
2. Maintain the site in a neat and orderly condition at all times to the satisfaction of the Architect.
3.02 DUST CONTROL
A. Maintain continuous cleaning and wetting procedures to control dust pollution at project site and haul routes as required by governing authorities and the Contract Documents. Use power sweepers for street cleaning.
B. Schedule cleaning so that resultant dust and contaminants will not fall on wet or newly coated surfaces.
3.03 FINAL/CLOSEOUT CLEANING
A. Cleaning: Provide final cleaning of Work prior to Final Inspection at time indicated. Employ experienced workers or professional cleaners for final cleaning. Clean each surface or unit of work to condition expected from normal commercial building cleaning and maintenance program. Comply with manufacturer's
recommendations. Complete following cleaning operations before requesting Architect's review for Certification of Substantial Completion:
1. Clean equipment and fixtures to sanitary condition.
2. Clean or replace filters of operating equipment.
3. Clean debris from roofs, gutters, downspouts, and drainage systems.
4. Clean mechanical and electrical equipment and spac es, including tops of pipes, ducts, equipment, etc.
5. Remove grease, mastic, adhesives, dust, dirt, stains, fingerprints, labels and other foreign matter from sight exposed interior and exterior surfaces.
6. Hose-clean exterior paved surfaces, rake clean other surfaces of grounds.
7. Re-clean areas or equipment, after final inspection, if dirtied as result of Contractor's work in preparing for final inspection or completion of punchlist.
B. Removal of protection: Except as otherwise indicated or requested by Architect, remove temporary protection devices and facilities which were installed during course of Work to protect previously
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completed Work during remainder of construction period or to protect public.
C. Compliance:
1. Comply with safety standards and governing regulations for cleaning operations.
2. Do not burn waste materials at Site.
3. Do not bury debris or excess materials on Owner's property.
4. Do not discharge volatile or other harmful or dangerous materials into drainage systems.
5. Remove waste materials from Site and dispose of in lawful manner.
END OF SECTION 01710
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SECTION 01730
OPERATION AND MAINTENANCE MANUALS
PART 1 - GENERAL
1.01 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section.
1.02 DESCRIPTION
A. Compile product data and related information appropriate for Owner's maintenance and operation of products furnished under the Contract.
Prepare operating and maintenance data as specified in this section and as referenced in other pertinent sections of specifications.
1. Contractor shall submit videotaped instruction for selected procedures in addition to written/pictorial instruction specified herein. Consult with Architect to determine applicable procedure prior to beginning videotaping.
B. Submit clear, clean and concise information as specified in this section and as referenced in other sections of specifications to the Architect for incorporation in an operating and maintenance manual.
1.03 RELATED WORK SPECIFIED ELSEWHERE
A. Shop Drawings, Product Data and Samples: Section 01340 B. Contract Closeout: Section 01700
C. Project Record Documents: Section 01780
D. Equipment Demonstration and Owner Personnel Instruction: Section 01735 E. Warranties and Bonds: Section 01750
1.04 QUALITY ASSURANCE
A. Operation and maintenance manuals will be for training of and use by the Owner's personnel in the operation and maintenance of the systems and related equipment, if applicable, as specified below. The manuals shall consist of instructions on systems and equipment. A separate manual or chapter shall be prepared for each class of equipment or system listed:
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1. Electrical systems
2. Irrigation system
3. Lighting Controls - Site Lighting
Verify with all technical specifications the requirements for systems/products for O&M manuals.
1.05 INDEX
A. Information shall be complete and specific to this Project application. All material must be neat and legible.
B. Information shall be submitted on sheets measuring 8-½ inches by 11 inches except drawings which should not exceed 11 inches by 17 inches. Larger drawings may be provided in clear plastic protective type pockets.
C. Text information shall be manufacturers' printed data or neatly typewritten.
D. Clearly label each submittal for each piece of equipment or product separately called for in the specifications with the section number of the specifications and the applicable drawing sheet number.
E. Each submittal shall include the following basic information for each piece of equipment, product or system:
1. Introduction
2. Table of Contents
3. Description of system (including design intent and considerations)
4. Operating sequence and procedures
5. Maintenance instructions and requirements
6. Diagrams
7. Parts list
8. Manufacturer
9. Subcontractor or installer
10. Maintenance contractor, if applicable
11. Local source of supply for parts and replacement
F. Product data to be provided by Contractor:
1. Include only information that is applicable to the specific product.
2. Annotate each sheet to:
a. Clearly identify the specific product or part installed. b. Clearly identify the data applicable to the installation. c. Delete references to inapplicable information.
d. Provide parts breakdown.
e. Provide assembly drawings
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G. Provide a copy of each warranty, bond or service contract issued. Submit with the foregoing an information sheet for Owner's personnel which includes:
1. Effective dates or period
2. Proper procedures in the event of failure
3. Instances which might affect the validity of warranties, bonds or service contracts.
1.06 PREPARATION
A. The following subparagraphs are intended as a general guide in preparing the manuals. The manuals shall be prepared to provide for the optimum operation and maintenance of the various systems. The description of systems and general operation instructions for mechanical and electrical manuals shall cover in detail complicated, customized or unusual parts of these systems. Manufacturer's literature and data shall be that of the actual equipment installed under contract for the particular facility.
B. Manuals shall be properly organized and professionally prepared. Literature, instructions, etc., shall all be typed. Drawings shall be professionally drafted.
Manuals shall be completely customized to this specific project. Crossed out information and generic diagrams and information is not acceptable.
Inapplicable data and reference to inapplicable data shall be deleted.
C. Manuals shall be organized in tabbed 4” thick 3- Ring binders labeled and titled specific to this project, by CSI Section. (Approximately 8-10 Volumes).
1.07 MAINTENANCE AND OPERATION MANUALS
A. Thirty (30) days prior to scheduled date of Substantial Completion, provide 3 copies of maintenance and operation instructions relating to all manufactured items of equipment and materials requiring maintenance (i.e., electrical devices, etc.).
B. The manuals shall be contained in hard back binders properly identified on front cover with project name, subcontractor, and general content. The material shall be suitably tab-indexed for ready reference, include a Table of Contents, and contain, as available from the Manufacturer/Supplier, the following information:
1. Name of equipment, item and function.
2. Manufacturer name and address.
3. Model No. and Serial No., with option equipment identification.
4. Rating in KW, HP, BTU, GPM, etc.
5. Description of feature in model provided.
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6. Drawings of part(s) or assembly(ies) - control diagrams, parts lists, etc.
7. Connection diagrams, mounting details, installation information, etc.
8. Operation and maintenance information for services by Owner.
9. Name, address, and telephone number of local supplier or service department.
1.08 SUGGESTED OUTLINE FOR OPERATING AND MAINTENANCE MANUALS A. This is a suggested outline with general requirements of O&M manuals. The outline is presented to indicate the extent and items required in manuals for major facilities. The outline may be modified to suit specific installations; however, the intent of the manual must be fulfilled. It is not intended to duplicate manufacturer's data, but proper references should be made in the text of the O&M manual to indicate that information is applicable and where it is located.
PART 2 - DESCRIPTION AND DESIGN INTENT
2.01 INTRODUCTION
A. S
cope: Brief description of project and purpose of manual. Provide a system description (written and diagrammatic). The following statements shall also be included; operation and maintenance of this equipment shall be performed in accordance with this manual and posted instructions, subject to compliance with applicable technical guides and standards issued by the Owner. It is recognized that minor changes in control points and settings will be required, based on actual operating experience, to correct varying conditions and improve operation. When such changes appear necessary, they shall be submitted to the Chief Operating Engineer for consideration.
Upon approval of any changes, the applicable portions of all copies of the manual and proposed instructions shall be revised, reissued and any change in operating procedure brought to the attention of all operating personnel. "
This manual is specifically developed to assist the Owner's personnel in charge at the facility to operate and maintain the building systems and equipment. Manufacturers' recommendations set forth for certain components MUST be followed during the complete warranty period for that equipment."
B. C
ontents of Manual : This portion of the introduction shall contain an explanation that the manual is presented in a number of volumes which contain complete operating, maintenance and safety instructions for all equipment listed any other appropriate references as required to outline an explanation of the manuals and major categories of reference materials required with the manuals.
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2.02 TABLE OF CONTENTS
A. The Table of Contents shall list numbers and titles of chapters, selections and main paragraphs with their page numbers. Each volume in a set of manuals shall contain its own Table of Contents. Following is a typical partial Table of Contents:
Electrical Systems
1. Electrical power distribution
2. Lighting
2.03 PART II - OPERATING SEQUENCE AND PROCEDURES
A. Contents: The operating volume(s) shall contain a chapter for each item included in Part I. Each chapter shall describe the procedures necessary for Owner's personnel to operate the system and equipment covered in that chapter.
B. Operating Procedures: The operating procedures shall be divided into four subsections: start-up, operation, emergency operation, and shutdown.
C. Start-up: Give complete instructions for energizing the equipment and making initial settings and adjustments whenever applicable. If equipment if fully automatic, a statement to that effect is all that is required. If a specific sequence of steps must be performed, give step-by-step instructions in the proper sequence. If timing (such as warm -up between power -on and adjustment) is important, clearly state the specific minimum time required at the proper point in the procedure. Refer to controls and indicators by panel; make reference consistent with the nomenclatures used in illustrations and tables of controls and indicators. If preliminary settings differ for different modes of operations, give procedures for each mode.
D. Operation: Give detailed instruction in proper sequence for each mode of operation. Where, for a given action on the part of the operator, alternate equipment responses are possible, give the appropriate reaction to each.
E. Emergency Operation: If some functions of the equipment can be operated while other functions are disabled, give instructions for operations under these conditions. Include here only those alternate methods of operation (from normal) which the operator can follow when there is a partial failure or malfunctioning of components, or other unusual condition.
F. Shutdown Procedure: Include instructions for stopping and securing the equipment after operation. If a particular sequence is required, give step-by- step instructions in that order.
AQUATICS POOL RESURFACING PROJECT OPERATIONS & MAINTENANCE MANUALS McClatchy Park Pool, 3500 5TH Avenue, Sacramento, CA SECTION 01730, PAGE 6
OPERATION AND MAINTENANCE MANUALS – 01730 – PAGE 6
2.04 PART III - MAINTENANCE INSTRUCTIONS AND REQUIREMENTS A. Contents: The maintenance volume(s) shall contain a chapter for each item included in Part I. Each chapter shall describe the procedures necessary for the Owner's personnel to perform the maintenance of the systems and equipment covered in that chapter. Emphasis should be made on the method of mechanical control of systems and equipment from a maintenance standpoint. Reference shall be made, as appropriate, to Drawings, schematics and sequences of operation included as part of the construction Contract Drawings and Specifications which show piping and equipment arrangements and items of control. Prints of these Drawings shall be reduced to 11 x 17 inches for insertion in the manuals. Drawings shall represent the "as-built" condition. In addition, provide one indexed copy of Operation & Maintenance Manual in PDF format.
B. Maintenance Procedures: The maintenance procedures shall be divided into two categories: Preventative maintenance and corrective maintenance.
2.05 PART IV - DIAGRAMS
A. Providing wiring diagrams of equipment. Provide complete control drawings for all systems & equipment. Provide color coded wiring diagrams of installed systems showing all power, control and communication wiring as applicable.
All diagrams shall be customized for this project.
B. Provide piping and flow diagrams and risers for applicable systems. Provide color coded piping diagrams of all mechanical and plumbing piping.
Diagrams shall show flow direction and pipe sizes and identify all valves.
Valves shall be labeled and numbered corresponding to actual valve tag.
Valve labels shall be cross-referenced in operation and maintenance portion of the manual.
C. For electrical equipment, provide circuit directories or zoning of the systems as applicable.
2.06 PARTS LIST
A. Provide original manufacturer's parts list, current prices, illustrations, assembly drawings and diagrams required for maintenance.
B. Provide a schedule of predicted life of parts subject to wear.
C. Provide a schedule of items and quantity recommended to be stocked as spare parts. List spare parts initially supplied by manufacturer or provided under this contract.
AQUATICS POOL RESURFACING PROJECT OPERATIONS & MAINTENANCE MANUALS McClatchy Park Pool, 3500 5TH Avenue, Sacramento, CA SECTION 01730, PAGE 7
OPERATION AND MAINTENANCE MANUALS – 01730 – PAGE 7
D. List names, addresses, phone numbers and contact person for supplier, alternative parts suppliers and factory parts department.
E. Include copies of each warranty, bond or service agreement. Include name, address, telephone number of responsible organization and contact individual. List proper procedures to follow in the event of failure. List what actions by the Owner might affect validity of warranties, bonds, or service agreements.
2.07 POSTED OPERATING INSTRUCTIONS
A. General: Operating instructions and diagrams shall be prepared for posting near the equipment. Posted operating instructions shall be photographic or equal nonfading reproductions framed under glass or encased in nondiscoloring plastic and shall be mounted in locations near the appropriate piece of equipment. Instructions and diagrams shall also be used with the operating and maintenance manuals as a basis in training Owners personnel in the operation and maintenance of systems and related equipment installed under Contract at the facility.
B. Contents: Posted operating i nstructions shall consist of simplified, consolidated equipment, control and power diagrams graphically representing the entire system and actual equipment installed, including concise written instructions on how to start and stop systems, what settings and conditions are to be observed and what control adjustments are to be made or maintained by the operator.
2.08 SUBMITTALS
A. Preliminary Submittal: Four draft copies of the complete manuscript for items as outlined herein and training programs in outline form shall be submitted to the Architect-Engineer for Architect review 60 calendar days after approval of equipment. One copy will be returned to the Construction Manager within 30 days after submittal, and, if required, will be revised and resubmitted within 30 calendar days.
B. Second Submittal: Submit four draft copies of the final draft manual with all revision incorporated along with an agenda of the training programs to the Architect-Engineer for Architect review at least 120 days prior to the Construction Manager reaching Substantial Completion. One copy will be returned to the Construction Manager with comments.
C. Third Submittal: Submit four copies of the final draft manual to the Architect for review at least 30 calendar days prior to substantial completion. Final review comments will be returned within 8 calendar days following final inspection or acceptance.
AQUATICS POOL RESURFACING PROJECT OPERATIONS & MAINTENANCE MANUALS McClatchy Park Pool, 3500 5TH Avenue, Sacramento, CA SECTION 01730, PAGE 8
OPERATION AND MAINTENANCE MANUALS – 01730 – PAGE 8
D. Final Submittal: Submit 4 complete sets of manuals to the Architect within 6 calendar days of receipt of the final comments.
E. Make necessary corrections and/or additions to the manuals after conducting training for the Owner's personal and throughout the warranty period should conditions so warrant.
F. All submittals shall be bound in 3- ring notebooks, with adequate room for material and adequately labeled.
END OF SECTION 01730
AQUATICS POOL RESURFACING PROJECT WARRANTIES AND BONDS McClatchy Park Pool, 3500 5th Avenue, Sacramento, CA SECTION 01750, Page 1
WARRANTIES AND BONDS – 01750 – PAGE 1
SECTION 01750
WARRANTIES AND BONDS
PART 1 GENERAL
1.01 REQUIREMENTS INCLUDED
A. Compile specified Warranties and Bonds.
B. Compile specified Service and Maintenance Contracts.
C. Review submittals to verify compliance with Contract Documents.
1.02 R ELATED REQUIREMENTS
A. Bid Bond: See General and Supplementary General Conditions.
B. Performance Bond and Labor and Material Payment Bond: See General and Supplementary General Conditions.
C. Warranty of Work After Final Payment: See General and Supplementary General Conditions.
D. Contract Closeout: Section 01700.
1.03 SUBMITTAL REQUIREMENTS
A. Assemble Warranties, Bonds, and Service and Maintenance Contracts, executed by each of the respective Manufacturer, Suppliers and Subcontractors.
B. Number of original signed copies required: Four (4) each.
C. Table of Contents: Neatly type in orderly sequence.
D. Provide complete information for each item:
1. Product or Work Item.
2. Firm, with name of principal, address, and telephone number.
3. Beginning date of Warranty, Bond, or Service and Maintenance Contract.
4. Duration of Warranty, Bond, or Service and Maintenance Contract.
5. Provide the following information for Owner's Personnel:
a. Procedure in case of failure or malfunction.
b. Instances which affect Warranty or Bond validity.
6. Contractor, name of responsible principal, address, and telephone number.
1.04 SUBMITTAL FORM
A. Punch sheets for 3-ring binder.
B. Size: 8-1/2 x 11 inches.
C. Fold larger sheets to fit into binder.
AQUATICS POOL RESURFACING PROJECT WARRANTIES AND BONDS McClatchy Park Pool, 3500 5th Avenue, Sacramento, CA SECTION 01750, Page 2
WARRANTIES AND BONDS – 01750 – PAGE 2
D. Cover: Identify each packet with typed or printed title "WARRANTIES AND BONDS": List:
1. Title of Project.
2. Name of Contractor.
1.05 SUBMITTAL TIME
A. See Section 01700
1.06 SUBMITTAL LOCATION
A. Bind with Owner's Maintenance Manual specified in Section 01700.
END OF SECTION 01750
AQUATICS POOL RESURFACING PROJECT SPARE PARTS
McClatchy Park Pool, 3500 5TH Avenue, Sacramento, CA SECTION 01760, Page 1
SPARE PARTS AND MAINTENANCE MATERIALS–01760 – PAGE 1
SECTION 01760
SPARE PARTS & MAINTENANCE MATERIALS
PART 1 - GENERAL
1.01 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section.
1.02 DESCRIPTION
A. General
1. Furnish all labor, materials, tools, equipment and services for all spare parts and maintenance materials as indicated, in accordance with the provisions of the Contract Documents.
2. Completely coordinate with work of all other trades.
3. Although such work is not specifically indicated, furnish and install all supplementary or miscellaneous items, appurtenances and devices incidental to or necessary for a sound, secure, and complete installation.
4. See Specification Sections for items required.
1.03 SUBMITTALS (SEE SECTION 01300)
A. Spare parts and tools.
B. Maintenance.
C. Extra materials (attic stock).
D. Inventory of parts, tools, and materials.
PART 2 - PRODUCTS
2.01 SPARE PARTS AND TOOLS
A. Package in clearly identified boxes.
1. Indicate manufacturer's name, part name and stock number.
2. Indicate what the piece of equipment part or tool is for.
3. Indicate name, address, and phone number of closest supplier.
4. Indicate quantity
2.02 MAINTENANCE MATERIALS
A. Package in clearly identified boxes.
1. Indicate trade name and stock number.
2. Indicate which item material is to be used with.
AQUATICS POOL RESURFACING PROJECT SPARE PARTS
McClatchy Park Pool, 3500 5TH Avenue, Sacramento, CA SECTION 01760, Page 2
SPARE PARTS AND MAINTENANCE MATERIALS–01760 – PAGE 2
3. Indicate name, address, and phone number of closest supplier.
4. Indicate Quantity.
2.03 EXTRA MATERIAL INVENTORY
A. Upon Substantial Completion of the Contract Work, provide the Owner with extra materials (i.e., spare parts, etc.) as identified in respective sections of the Specifications. Deliver to the Owner when and as directed by the Architect on the basis of a written detailed inventory including a signed receipt from the designated Owner representative.
2.04 EXTRA MATERIALS (ATTIC STOCK)
A. Package in clearly identified container, or install where indicated.
1. Indicate trade name, stock number, size, color, etc
2. Indicate where product is to be used.
3. Indicate name, address, and phone number of closest supplier.
4. Indicate quantity.
PART 3 - EXECUTION
3.01 DELIVERY
A. Deliver to location designated by Owner at time of final completion, unless Owner requests earlier delivery.
B. Maintain signed receipts of all material, tools, etc. until the completion of the project. Receipts must be very specific of the items received, signed by pre- designated City of Sacramento Personnel.
END OF SECTION 01760
AQUATICS POOL RESURFACING PROJECT RECORD DOCUMENTS
McClatchy Park Pool, 3500 5th Avenue, Sacramento, CA SECTION 01780, Page 1
PROJECT RECORD DOCUMENTS – 01780 – PAGE 1
SECTION 01780
PROJECT RECORD DOCUMENTS
PART 1 GENERAL
1.01 RELATED REQUIREMENTS SPECIFIED ELSEWHERE
A. Shop Drawings, Product Data, and Samples: Section 01340
1.02 MAINTENANCE OF DOCUMENTS
A. Maintain at job site, one copy of:
1. Contract Drawings
2. Specifications
3. Addenda
4. Change Orders
5. RFI's
6. Requests for Proposal
7. Other Modifications to Contract
8. Field Test Records
9. Truck tickets for all imported material
10. Current Construction Schedule
B. Store Documents in approved location, apart from documents used for construction.
C. Maintain documents in clean, dry, legible condition.
D. Do not use record documents for construction purposes.
E. Make documents available at all times for inspection by Architect and Owner.
F. Record documents must be updated with all required information prior to approval of application for payment.
1.03 RECORDING
A. The Architect shall provide (1) complete copy of all Contract Documents to the Contractor. The Contractor and/or Subcontractors under the Architect’s direction shall record on one set of clean, new prints each and every change that is made from general drawings at the time it is made. This includes any changes that are made in partitions, doors, or otherwise in arrangement of construction of buildings as well as a complete record of exact manner in which electrical and mechanical work, piping, etc., are installed. Dimensions shall be included to accurately locate piping and other items that will be concealed underground or in finished building that may later be necessary to service or require future connection.
B. Contract Drawings: Legibly mark to record actual construction:
AQUATICS POOL RESURFACING PROJECT RECORD DOCUMENTS
McClatchy Park Pool, 3500 5th Avenue, Sacramento, CA SECTION 01780, Page 2
PROJECT RECORD DOCUMENTS – 01780 – PAGE 2
1. Horizontal and vertical location of underground utilities and appurtenances referenced to permanent surface improvements.
2. Field changes of dimensions and detail.
3. Changes made by Change Order, RFI, and Shop Drawing variations
4. Details not on original Contract Drawings
C. Shop Drawings: Provide all shop drawings.
D. Specifications and Addenda: Legibly mark up each section to record:
1. Changes made by Change Order.
2. Other matters not originally specified.
3. Manufacturer, trade name, catalog number and supplier of each product and item actually incorporated in the Work.
E. Label each document "PROJECT RECORD" in 1/2 in. high printed letters.
F. Keep record documents current.
G. Do not permanently conceal any work until required information has been recorded.
H. Record equipment serial numbers and their locations on the drawings.
1.04 SUBMITTAL
A. Upon completion of the Project, and prior to final payment, the Contractor shall submit Project Record Documents to Architect for approval.
B If documents are not approved by the Architect, records of changes shall be revised and resubmitted by the Contractor.
C. Accompany submittal with transmittal letter to Architect containing: 1.
Date
2. Project title and number
3. Contractor's name and address
4. Title and number of each record document
5. Certification that each document as submitted is complete and accurate.
6. Signature of Contractor, or his authorized representative.
END OF SECTION 01780
AQUATICS POOL RESURFACING PROJECT VALUE ENGINEERING
McClatchy Park Pool, 3500 5th Avenue, Sacramento, CA SECTION 01800, Page 1
VALUE ENGINEERING – 01800 – PAGE 1
SECTION 01800
VALUE ENGINEERING
PART I GENERAL
1.01 DESCRIPTION
A. The City encourages voluntary development, preparation, and submittal of Value Engineering proposals (VEP's). Proposals may be submitted to the City for modifying the plans, specifications, or other requirements of the contract for the purpose of reducing the total cost of construction without impairing in any manner the essential functions or characteristics of the project. All aspects of the proposed change will be evaluated in determining the value of the proposed change to the project, for example: construction cost, service life, economy of operations, ease of maintenance, appearance, and design and safety standards.
B. Value Engineering Proposals may be initiated by the Contractor including subcontractors, the City, and the Architect including consultants.
C. Upon receipt of a Value Engineering Proposal (VEP), the City will assemble a preliminary review team to evaluate all aspects of the VEP, for example:
construction cost savings, contractor costs to develop and implement the VEP, City costs to develop and implement the VEP, required design changes, and functional considerations.
D. If the preliminary review results in agreement on the merits of further action on the VEP, the review team will recommend full development of the VEP.
The City will estimate development, life cycle, and redesign costs, and the contractor will estimate and propose construction costs savings.
1.02 VEP Format.
A. The Contractor shall prepare a Value Engineering Proposal which shall contain the following:
1. A description of the proposed change and of the existing contract requirements affected by the proposed change.
2. A detailed estimate of the costs of performing the work as originally designed and of the costs of performing in accordance with the proposed change.
3. In association with the Architect, the Contractor shall illustrate the advantages and disadvantages of the existing design in relation to the proposed change.
4. A statement as to the effect that the proposed change will have on the time required for completion of the project.
B. The City shall prepare the following:
1. A list of contract document changes required by acceptance of the proposed change, including any additional review fees, design costs, all public utility revisions, and all revised permit coordination fees.
AQUATICS POOL ASSESSMENT VALUE ENGINEERING
GLENN HALL POOL, 5415 SANDBURG DRIVE, SACRAMENTO, CA SECTION 01800, Page 2 JOHNSTON POOL, 231 ELEANOR AVENUE, SACRAMENTO, CA
VALUE ENGINEERING – 01800 – PAGE 2
2. A detailed estimate of City development and redesign costs required by acceptance of the proposed change.
3. In association with the Architect, an estimate of time duration for redesign effort required by acceptance of the proposed change.
4. An estimate of the effect of the proposed change on life cycle costs.
1.03 Analysis for Acceptance
A. The review team will analyze the fully developed proposal for functional equivalence, characteristics, development costs, construction cost savings, and life cycle costs, and recommend acceptance or rejection by the City.
B. The City will be the sole judge of acceptability of the proposal. The City’s decision will be final.
1.04 Modification of Contract for VEP.
A. Upon acceptance of a VEP, the City, Architect and Contractor will agree on the scope and price adjustments required. The contract price will be reduced by the following amount:
(Construction cost savings less contractor development costs less City development costs) multiplied by 0.50.
B. Upon agreement as to changes in scope and price, the necessary change order will be issued, specifically stating that it is issued under the provision Section: VALUE ENGINEERING of this contract, and fully describing the required changes in the plans and specifications.
C. During submittal, analysis, review, and negotiation of any VEP, the Contractor shall continue to perform the work in accordance with the original requirements of the contract unless otherwise directed in writing by the City.
END OF SECTION 01800
AQUATICS POOL RESURFACING PROJECT OWNER REQUIREMENTS
McClatchy Park Pool, 3500 5th Avenue, Sacramento, CA SECTION 01810, Page 1
OWNER REQUIREMENTS – 01810 – PAGE 1
SECTION 01810
OWNER REQUIREMENTS
PART 1 - GENERAL
1.01 RELATED DOCUMENTS
A. Drawings and General Provisions of Contract, including Conditions of the Contract and All Divisions of these Specifications, apply to this Section.
1.02 SUMMARY
B. This section shall be considered as Part 4 of all specifications Sections and shall be a supplement to all other division one specifications. If there are conflicts between this section and any other parts of these documents, the most stringent requirement shall govern. Conflicts must be brought to the attention of the Architect and Owner for determination of the best solution to the conflict. The Architect and Owners’ decision shall be final.
PART 2 PRODUCTS
Not Used
PART 3 EXECUTION
Not Used
The Part 4 of all Sections of these specifications shall be amended or added and shall read as follows:
“PART 4 – OWNER REQUIREMENTS
4.01 DOCUMENTATION
A The Vendor shall agree to furnish the City with service repair notes, and updates and revisions to system documentation, including software, on an automatic basis of a yearly minimum or as new updates become available, at no charge, with sufficient copies to cover all manuals and software originally supplied for all installations where required.
4.02 AS BUILT DRAWINGS
A 10 days prior to the start of acceptance tests, the Vendor shall provide five (5) sets of as -built drawings showing the location, mounting details, installation details, interconnections, cable labeling, block and level diagrams, and records and results of tests performed and adjustments made. Vendor as -built drawings and test data shall also be provided in PDF format ( one copy)
4.03 MANUALS
A 10 days prior to the start of acceptance tests, the Vendor shall provide, at a minimum, the following sets of manuals:
AQUATICS POOL RESURFACING PROJECT OWNER REQUIREMENTS
McClatchy Park Pool, 3500 5th Avenue, Sacramento, CA SECTION 01810, Page 2
OWNER REQUIREMENTS – 01810 – PAGE 2
1. One (1) operational manual for each piece of equipment, to include details of both hardware and software operation.
2. Five (5) operational manual sets. Each set shall include one operational manual for each type of equipment, with the entire set bound together as a master manual. (In labeled volumes if necessary).
3. Five (5) bound sets of all necessary installation and service manuals for each type of equipment installed.
4. Five (5) sets of installation and service manuals for all other equipment, including, but not limited to the following: controllers, UPS, generators, logic controllers, alarms, CCTV, access systems, cha rgers, power supplies, HVAC systems accessories, etc. One copy of all installation and service manuals shall be provided in PDF format.
B All manuals shall adhere to the following standards:
1. All manuals shall emphasize any notes of caution or warning that are intended to protect the operator, technician, or equipment from injury or damage.
2. Operations manuals shall include procedures that maximize operator efficiency and insure optimum equipment life.
3. Maintenance and service manuals shall show sufficient detail to allow a competent technician to perform all necessary troubleshooting procedures and repairs to the board and component level, to perform preventive maintenance, and to keep all adjustable equipment within acceptable operating tolerances. The manuals shall include:
a. Introductory material including equipment specification, special ordering information, detailed charts which list the kits and models that make up the equipment, and general safety
information.
b. Procedures for unpacking, checking, installing, and adjusting the equipment.
c. Theory of operation, explaining the circuit -by circuit operation, including appropriate block diagrams.
d. Circuit schematics and descriptions, including annotations for theory of operation and maintenance information.
e. Procedures for preventive maintenance, service and repair, special disassembly, tests, and trouble-shooting.
f. Wiring diagrams with symbols, symbol designations and component values, voltage levels, and termination block details.
Components shall be clearly marked with symbol designations and values, such as R1, 100K; C4, 20 μf; U1, 8085; D3, IN222, etc. A parts list shall include each symbol component. g. Parts lists, including part numbers for mechanical and electrical parts, and reference designations for all electrical parts. Each electrical part shall be identified by a reference designation on
AQUATICS POOL RESURFACING PROJECT OWNER REQUIREMENTS
McClatchy Park Pool, 3500 5th Avenue, Sacramento, CA SECTION 01810, Page 3
OWNER REQUIREMENTS – 01810 – PAGE 3
the schematic diagram, as well as on the parts list. Mechanical parts shall be described, and part numbers provided.
4. Maintenance and service manuals shall be factory printed, not photocopies. Foldout schematic diagram sheets or other pages that require folding shall be a continuous sheet of paper without splices.
4.04 SOFTWARE
A. The Vendor shall furnish and install the latest version of Operating System software for each piece of equipment supplied that requires software for operation. The software shall contain the manufacturer’s full instructions for installation, setup and configuration. Any proprietary restrictions on software or documentation shall be identified and described. The software shall be licensed to the City for the life of the system. All software furnished shall be date compatible for a minimum of 90-years or the life of the system, which ever is longer. The vendor shall furnish the City with a licensed disk copy of all Operating Systems software and 2-copies of the user programmer’s manual.
The manual shall contain complete instructions on how to program all aspects of the system.
B. The vendor shall furnish and install Application software required for setup and operation of the system. The software shall be fully tested for all aspects of its intended purpose. The software shall be licensed to the City for the life of the system. All software furnished shall be date compatible for a minimum of 90- years or the life of the system, which ever is longer. The vendor shall furnish the City with a licensed disk copy of all Application software and 2 -copies of the user programmer’s manual. The manual shall contain co mplete instructions on how to program all aspects of the system.
C. If any of the software is stored on PROM, EPROM, EEPROM, flash or any other type of non volatile memory, the vendor shall provide the City with a means to reprogram it. If the data furnis hed is on disk, the Vendor shall provide the City with the operating program to apply to a PROM burner or other mechanism to load the program. Furnishing the City with a spare set of programmed IC chips that will become the property of the City will meet this requirement.
4.05 TRAINING
A. Training Program
The Contractor shall coordinate with City representatives to develop a training program for system users, and for system maintenance personnel. The training program shall be approved by the City before implementation.
Contractors may provide videotapes of their training classes. The City shall be authorized to videotape all training sessions for use in training additional City personnel.
B. Training Classes
Immediately prior to system start- up, the C ontractor shall conduct training classes in accordance with the agreed-upon program.
AQUATICS POOL RESURFACING PROJECT OWNER REQUIREMENTS
McClatchy Park Pool, 3500 5th Avenue, Sacramento, CA SECTION 01810, Page 4
OWNER REQUIREMENTS – 01810 – PAGE 4
1. The Contractor shall provide instructors who are highly skilled (with extensive training and experience on the equipment supplied under these specifications) as well as all necessary instructional materials.
2. A copy of a training manual shall be supplied to each trainee. The manual shall be written at a level appropriate to the trainee, and closely reflect the information imparted in the class. The listed classes are the minimum required training classes.
B. Notification Requirement
It shall be the Contractors responsibility to make these requirements for Documentation, Software and Training known to all subcontractors in writing prior to entering into any subcontracts. This requirement shall become a part of the subcontract. If the contractor fails to do so, the City will have the right to require the contractor to replace entire control systems that are not compliant with systems that are, at no additional cost to the City.
END OF SECTION
Designed By:
5075 COMMERCIAL CIRCLE, SUITE E
CONCORD, CA 94520
PH. (925) 609-7224
www.terracon.com
REV
1 4
2 3
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7 8
DATE DESCRIPTION
Drawn By:
Date:
Scale:
9 3500 5TH AVE
SACRAMENTO, CALIFORNIA 95817
AS NOTED
02/11/2019
GEOTECHNICAL
ENVIRONMENTAL
STRUCTURAL
INSPECTIONS & TESTING
LABORATORY SERVICES
POOL ENGINEERING
AQUATIC DESIGN
Copyright Ó Terracon Consultants, Inc.-All Rights Reserved-This document was prepared for use only by the client, only for the purposes stated, and within a reasonable time from issuance. Non-commercial, educational, and scientific use of this document by regulatory agencies is regarded as a "fair use" and not a violation of copyright.
Regulatory agencies may make additional copies of this document for internal use. Copies may also be made available to the public as required by law. The reprint must acknowledge the copyright and indicate that permission to reprint has been received. 2019
R. DINELLI
R. BRAVO
Project No:
BE186093
Approved By:
M. REYNOLDS
60% DESIGN DEVELPOMENT
FOR
CONSTRUCTION
2022
SWIMMING POOL RENOVATION
3500 5th Ave.
Sacramento, California 95817
SP0.0
ABBREVIATION LEGEND
@ AT DIM DIMENSION INSUL INSULATED REQ'D REQUIRED
Ø DIAMETER DWG DRAWING JB JUNCTION BOX REV REVISION
℄ CENTER LINE E EXISTING LONG LONGITUDINAL S.A.D. SEE ARCHITECTURAL DETAILS AB ANCHOR BOLT E.F. EACH FACE MAS MASONRY SCH SCHEDULE
ABV ABOVE E.W. EACH WAY MAX MAXIMUM SHT SHEET
ADA ACCESSIBLE EJ EXPANSION JOINT MFG MANUFACTURER SIM SIMILAR
AFF ABOVE FINISH FLOOR ELEC ELECTRICAL MH MANHOLE SQ SQUARE
AG ABOVE GRADE ELEV ELEVATION MIN MINIMUM SS STAINLESS STEEL
AGG AGGREGATE EMBED EMBEDMENT MISC MISCELLANEOUS STD STANDARD
ALT ALTERNATE EQ EQUAL N NEW T&B TOP AND BOTTOM
AUTO AUTOMATIC FD FLOOR DRAIN NIC NOT IN CONTRACT THK THICKNESS
BLDG BUILDING FE FIRE EXTINGUISHER NTS NOT TO SCALE TOC TOP OF CONCRETE BLKG BLOCKING FF FINISHED FLOOR O.C. ON CENTER TOM TOP OF MASONRY BOG BOTTOM OF GUTTER FLR FLOOR O.C.E.W. ON CENTER EACH WAY TOW TOP OF WALL
CIP CAST IN PLACE FTG FOOTING PERF PERFORATED TRANS TRANSVERSE
CJ CONTROL JOINT GAL GALVANIZED PNL PANEL TYP TYPICAL
CLR CLEARANCE GPM GALLONS PER MINUTE POC POINT OF CONNECTION U.N.O. UNLESS NOTED OTHERWISE
CNTR CENTER HB HOSE BIB PSF POUNDS PER SQUARE FEET VERT VERTICAL
COL COLUMN HDR HEADER PSI POUNDS PER SQUARE INCHES W/ WITH
CONC CONCRETE HORIZ HORIZONTAL PVC POLYVINYL CHLORIDE W/O WITHOUT
CONT CONTINUOUS HVAC HEATING, VENTILATION, & AIR
CONDITIONING R RADIUS WH WATER HEATER
DEMO DEMOLISH HWH HOT WATER HEATER REF REFERENCE
DF DRINKING FOUNTAIN INCL INCLUDE REINF REINFORCEMENT
SHEET INDEX
SHEET NO. SHEET TITLE
SP0.0 VICINITY MAP, DESIGN DATA, & SHEET INDEX
SP0.1 POOL SITE PLAN
SP0.2 SWIMMING POOL DEMOLITION PLAN
SP1.0 SWIMMING POOL LAYOUT PLAN & SECTIONS
VICINITY MAP, DESIGN DATA & SHEET INDEX
1. INTERPRETATION OF DRAWINGS & SPECIFICATIONS
A. FOR CONVENIENCE, SPECIFICATIONS HAVE BEEN PREPARED FOR
THIS PROJECT AND ARE ARRANGED IN SEVERAL SECTIONS, BUT
SUCH SEPARATION SHALL NOT BE CONSIDERED AS THE LIMITS
OF THE WORK REQUIRED OF ANY SEPARATE TRADE. THE
TERMS AND CONDITIONS OF SUCH LIMITATIONS ARE WHOLLY
BETWEEN THE CONTRACTOR AND HIS SUBCONTRACTORS.
B. IN GENERAL, THE WORKING DETAILS WILL INDICATE
DIMENSIONS, POSITION AND KIND OF CONSTRUCTION, AND
THE SPECIFICATIONS, QUALITIES AND METHODS. ANY WORK
INDICATED ON THE WORKING DETAILS AND NOT MENTIONED IN
THE SPECIFICATION, OR VICE VERSA, SHALL BE FURNISHED AS THOUGH FULLY SET FORTH IN BOTH. WORK NOT PARTICULARLY
DETAILED, MARKED OR SPECIFIED, SHALL BE THE SAME AS
SIMILAR PARTS THAT ARE DETAILED, MARKED OR SPECIFIED. IF
CONFLICTS OCCUR ON DRAWINGS AND/OR SPECIFICATIONS,
THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY.
C. SHOULD AN ERROR APPEAR IN THE WORKING DETAILS OR
SPECIFICATIONS OR IN WORK DONE BY OTHERS AFFECTING THIS
WORK, THE CONTRACTOR SHALL NOTIFY THE
ENGINEER/ARCHITECT AT ONCE AND IN WRITING. IF THE
CONTRACTOR PROCEEDS WITH THE WORK SO AFFECTED
WITHOUT HAVING GIVEN SUCH WRITTEN NOTICE AND
WITHOUT RECEIVING THE NECESSARY APPROVAL, DECISION OR
INSTRUCTIONS IN WRITING FROM THE OWNER, THEN HE SHALL
HAVE NO VALID CLAIM AGAINST THE OWNER, FOR THE COST OF
SO PROCEEDING AND SHALL MAKE GOOD ANY RESULTING
DAMAGE OR DEFECT. NO VERBAL APPROVAL, DECISION, OR
INSTRUCTION SHALL BE VALID OR BE THE BASIS FOR ANY CLAIM AGAINST THE OWNER, ITS OFFICERS, EMPLOYEES OR AGENTS.
THE FOREGOING INCLUDES TYPICAL ERRORS IN THE
SPECIFICATIONS OR NOTATIONAL ERRORS IN THE WORKING
DETAILS WHERE THE INTERPRETATION IS DOUBTFUL OR WHERE
THE ERROR IS SUFFICIENTLY APPARENT AS TO PLACE A
REASONABLY PRUDENT CONTRACTOR ON NOTICE THAT,
SHOULD HE ELECT TO PROCEED, HE IS DOING SO AT HIS OWN
RISK.
2. CONSTRUCTION SHALL CONFORM TO ALL APPLICABLE CODES & REGULATIONS.
3. SAFETY NOTE:
A. IT IS THE CONTRACTORS RESPONSIBILITY TO COMPLY WITH THE
PERTINENT SECTIONS, AS THEY APPLY TO THIS PROJECT, OF THE "CONSTRUCTION SAFETY ORDERS" ISSUED BY THE STATE OF
CALIFORNIA LATEST EDITION, AND ALL OSHA REQUIREMENTS.
B. THE OWNER AND THE STRUCTURAL ENGINEER DO NOT ACCEPT
ANY RESPONSIBILITY FOR THE CONTRACTOR'S FAILURE TO
COMPLY WITH THESE REQUIREMENTS.
C. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATE
DESIGN AND CONSTRUCTION OF ALL FORMS AND SHORING
REQUIRED.
4. THE CONTRACTOR SHALL NOTIFY THE ENGINEER WHERE A
CONFLICT OR DISCREPANCY OCCURS BETWEEN THE DESIGN
DRAWINGS AND ANY OTHER PORTION OF THE CONTRACT
DOCUMENTS OR EXISTING FIELD CONDITIONS. SUCH NOTIFICATION
SHALL BE GIVEN IN DUE TIME SO AS NOT TO AFFECT THE
CONSTRUCTION SCHEDULE.
5. IN CASE OF A CONFLICT BETWEEN DESIGN DRAWINGS AND
SPECIFICATIONS THE MORE RESTRICTIVE CONDITION SHALL TAKE
PRECEDENCE UNLESS WRITTEN APPROVAL HAS BEEN GIVEN FOR
THE LEAST RESTRICTIVE.
6. CONTRACTOR SHALL VERIFY ALL DIMENSIONS WITH PROJECT
DOCUMENTS PRIOR TO COMMENCING ANY WORK.
7. WHERE NO SPECIFIC DETAIL IS SHOWN, THE CONSTRUCTION SHALL
BE IDENTICAL OR SIMILAR TO THAT INDICATED FOR LIKE CASES OF CONSTRUCTION ON THIS PROJECT. SHOULD THERE BE ANY
QUESTION, CONTACT THE ARCHITECT AND ENGINEER PRIOR TO
PROCEEDING.
8. CONTRACTOR SHALL PROVIDE +2% ALLOWANCE FOR REINFORCING STEEL TO BE USED AT THE DISCRETION OF THE ENGINEER. UNUSED
AMOUNT TO REVERT TO THE OWNER UPON COMPLETION OF THE
JOB.
9. ANY SUBSTITUTIONS OR ALTERNATE DETAILS SHALL BE REVIEWED BY THE ARCHITECT/ENGINEER. SUCH REVIEW WILL REQUIRE A
TIME AND MATERIALS CONTRACT TO BE SET UP WITH THE
GENERAL CONTRACTOR WITH NO GUARANTEE THAT THE
SUBSTITUTION WILL BE ALLOWED.
10. DO NOT SCALE DRAWINGS. CONTACT THE ARCHITECT OR
ENGINEER FOR ANY DIMENSIONS NOT SHOWN.
Vicinity Map 1
SWIMMING POOL DESIGN DATA
SIZE (LENGTH BY WIDTH): 75 FT - 45 FT
DEPTH PROFILE: 5 FT - 3.5 FT
SURFACE AREA: 3,435 SF
PERIMETER: 260 FT
VOLUME: 110,000 GAL
MAX BATHER LOAD: 172 BATHERS
MAIN DRAIN MAX APPROVED FLOW RATE: 628 GPM
ENTRY DOORS TO POOL AREA TO BE SELF
LOCKING/SELF CLOSING, KEPT CLOSED AND
MEET POOL SITE NOTES.
(E) SLOT DRAINS
Pool Site Plan
1/8" = 1'-0" 1
FTFT
FT
FT
6 IN FT
6 IN
FT
FTFT
INFT
36 INFT
36 I NF T
40 I NF T
50 I NF T
40 I N F T
36 I N F T
36 I N F T
36 I N F T
40 I N F T
40 INFT
36 6
F T F T
F TF T
FT
FT
6 FT
(E) FENCE
(E) WASHER BOX
(E) DECK DRAIN
(E) POOL DECK
SP0.1
Designed By:
5075 COMMERCIAL CIRCLE, SUITE E
CONCORD, CA 94520
PH. (925) 609-7224
www.terracon.com
REV
1 4
2 3
5 6
7 8
DATE DESCRIPTION
Drawn By:
Date:
Scale:
9 3500 5TH AVE
SACRAMENTO, CALIFORNIA 95817
AS NOTED
02/11/2019
GEOTECHNICAL
ENVIRONMENTAL
STRUCTURAL
INSPECTIONS & TESTING
LABORATORY SERVICES
POOL ENGINEERING
AQUATIC DESIGN
Copyright Ó Terracon Consultants, Inc.-All Rights Reserved-This document was prepared for use only by the client, only for the purposes stated, and within a reasonable time from issuance. Non-commercial, educational, and scientific use of this document by regulatory agencies is regarded as a "fair use" and not a violation of copyright.
Regulatory agencies may make additional copies of this document for internal use. Copies may also be made available to the public as required by law. The reprint must acknowledge the copyright and indicate that permission to reprint has been received. 2019
R. DINELLI
R. BRAVO
Project No:
BE186093
Approved By:
M. REYNOLDS
60% DESIGN DEVELPOMENT
FOR
CONSTRUCTION
2022
POOL SITE PLAN
1. ALL SIGNS SHALL HAVE CLEARLY LEGIBLE LETTERS OR NUMBERS
AFFIXED TO A WALL, POLE, GATE, OR SIMILAR PERMANENT
STRUCTURE IN A LOCATION VISIBLE TO ALL USERS.
2. THE POOL USER CAPACITY SHALL BE BASED ON ONE USER FOR EVERY 20 SQUARE FEET OF WATER SURFACE AREA. POOL USER
CAPACITY SIGN SHALL BE POSTED WITH MINIMUM 4 INCH LETTERS THAT READS: “MAXIMUM BATHER CAPACITY: PERSONS”
3. THE EMERGENCY TELEPHONE NUMBER SHALL BE POSTED WITH
MINIMUM 4 INCH LETTERS THAT READS: “ 9-1-1” . THE NUMBER OF
THE NEAREST EMERGENCY SERVICES AND THE NAME AND STREET
ADDRESS OF THE POOL FACILITY SHALL BE POSTED WITH MINIMUM 1 INCH LETTERS.
4. AN ILLUSTRATED DIAGRAM SHALL BE POSTED WITH MINIMUM 1/4 INCH LETTERS OF ARTIFICIAL RESPIRATION AND CPR PROCEDURES .
5. WHERE NO LIFEGUARD SERVICE IS PROVIDED, A WARNING SIGN SHALL BE POSTED WITH MINIMUM 4 INCH LETTERS THAT READS:
"WARNING: NO LIFEGUARD ON DUTY" ADDITIONALLY THE SIGN
SHALL STATE IN LETTERS AT LEAST 1 INCH IN HEIGHT: "CHILDREN UNDER THE AGE OF 14 SHALL NOT USE POOL WITHOUT A PARENT OR ADULT GUARDIAN IN ATTENDANCE"
6. FOR POOLS WITH A MAXIMUM WATER DEPTH OF 6'-0" OR LESS, A SIGN SHALL BE POSTED WITH MINIMUM 6 INCH LETTERS THAT
READS: “NO DIVING” .
7. EXTERIOR SIDE OF GATES AND DOORS LEADING INTO THE POOL ENCLOSURE AREA SHALL HAVE A SIGN POSTED WITH MINIMUM 4
INCH LETTERS THAT READS: "KEEP CLOSED" ADDITIONALLY WHERE
POOLS ARE CONSTRUCTED FOR WHICH LIGHTING IS NOT REQUIRED, THE SIGN SHALL HAVE MINIMUM 1 INCH LETTERS THAT READS: "NO USE OF POOL ALLOWED AFTER DARK"
8. A SIGN IN LETTERS AT LEAST 1 INCH HIGH AND IN A LANGUAGE OR
DIAGRAM THAT IS CLEARLY STATED SHALL BE POSTED AT THE
ENTRANCE AREA THAT READS: “PERSONS HAVING CURRENTLY
ACTIVE DIARRHEA OR WHO HAVE HAD ACTIVE DIARRHEA WITHIN
THE PREVIOUS 14 DAYS SHALL NOT BE ALLOWED TO ENTER THE
POOL.”
9. IF SPECIFIED BY THE OWNER, A SIGN SHALL BE POSTED WITH MINIMUM 4 INCH LETTERS THAT READS: “POOL RULES” IN A
CONSPICUOUS PLACE NEAR THE POOL. THE SIGN SHALL STATE IN MINIMUM 1 INCH LETTERS/GRAPHICS:
· NO RUNNING OR HORSEPLAY IN POOL AREA.
· ALL PERSONS MUST HAVE A CLEANSING SHOWER BEFORE ENTERING THE POOL.
· NO FOOD OR DRINK ALLOWED IN THE POOL.
· DIAPERS MUST BE CHANGED IN A DESIGNATED DIAPER CHANGING AREA.
1. SITE PLAN IS TO BE USED IN CONJUNCTION WITH POOL PLANS (SP1.0-SP1.1), & STRUCTURAL PLANS ( SP2.0-SP2.2).
2. EXISTING HOSE BIBS TO REMAIN.
3. EXISTING GATES AND LATCHES TO REMAIN.
4. OCCUPANT LOAD SIGN SHALL BE POSTED IN CONSPICUOUS PLACE NEAR THE MAIN POOL ENTRANCE/EXIT PER CBC SECTION 1004.3.
5. ALL APPLICABLE STATE & LOCAL LAWS AND CODES SHALL BE FOLLOWED.
4FT
FT31 2 FT31 2
FT312FT312
5FT4FT
4FT 5FT 4FT
FT31 2
Swimming Pool Demolition Plan
3/16" = 1'-0" 1
(E) SWIMMING POOL SHELL
TO REMAIN IN PLACE
(E) FIBERGLASS POOL SHELL TO BE DEMOLISHED
DOWN TO BARE CONCRETE SHELL.
(E) SWIMMING POOL WATERLINE TILE
TO BE DEMOLISHED, TYP.
(E) GRAB RAILS & LADDER TO REMAIN, TYP.
(E) SKIMMERS & EQUALIZER TO REMAIN. TYP.
(E) COPING TO REMAIN
(E) MAIN DRAIN & COVER TO BE DEMOLISHED, TYP.
(E) AUTOFILL & EQUALIZER TO REMAIN, TYP.
(E) HANDRAIL TO REMAIN
(E) BLOCK ANCHORS TO REMAIN, TYP.
(E) FLOOR RETURN INLETS TO BE REMOVED AND REPLACED, TYP (E) SKIMMER TO REMAIN, TYP
(E) DECK DEPTH AND NO DIVING
SIGNAGE TO BE REMOVED, TYP.
SP0.2
Designed By:
5075 COMMERCIAL CIRCLE, SUITE E
CONCORD, CA 94520
PH. (925) 609-7224
www.terracon.com
REV
1 4
2 3
5 6
7 8
DATE DESCRIPTION
Drawn By:
Date:
Scale:
9 3500 5TH AVE
SACRAMENTO, CALIFORNIA 95817
AS NOTED
02/11/2019
GEOTECHNICAL
ENVIRONMENTAL
STRUCTURAL
INSPECTIONS & TESTING
LABORATORY SERVICES
POOL ENGINEERING
AQUATIC DESIGN
Copyright Ó Terracon Consultants, Inc.-All Rights Reserved-This document was prepared for use only by the client, only for the purposes stated, and within a reasonable time from issuance. Non-commercial, educational, and scientific use of this document by regulatory agencies is regarded as a "fair use" and not a violation of copyright.
Regulatory agencies may make additional copies of this document for internal use. Copies may also be made available to the public as required by law. The reprint must acknowledge the copyright and indicate that permission to reprint has been received. 2019
R. DINELLI
R. BRAVO
Project No:
BE186093
Approved By:
M. REYNOLDS
60% DESIGN DEVELPOMENT
FOR
CONSTRUCTION
2022
SWIMMING POOL DEMOLITION PLAN
1. CONTRACTOR TO NOTIFY TERRACON TO CONDUCT A SITE VISIT ONCE THE POOL FINISH
HAS BEEN DEMOLISHED DOWN TO BARE CONCRETE SO THAT TERRACON CAN OBSERVE
THE CONDITION OF THE EXISTING POOL SHELL AND PROVIDE DIRECTION REGARDING REPAIRS.
2. ANY PLAN CONDITIONS SHALL BE VERIFIED PRIOR TO START OF WORK IN ACCORDANCE WITH AS-BUILT CONDITIONS. ANY DISCREPANCIES SHALL BE REPORTED TO THE ENGINEER.
3. ANY CHANGES OR UNCLEAR PORTIONS OF THIS PLAN SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER BEFORE PROCEEDING.
4. ALL APPLICABLE STATE AND LOCAL LAWS AND CODES SHALL BE FOLLOWED.
5. ANY CONDITION NOT SPECIFICALLY COVERED IN THIS PLAN OR UNUSUAL CONDITIONS
ENCOUNTERED DURING DEMOLITION SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER BEFORE PROCEEDING.
6. COORDINATE INGRESS/EGRESS AND HAUL ROUTES WITH THE OWNER PRIOR TO START OF WORK.
7. PROTECT EXISTING SWIMMING POOL SHELL TO REMAIN THROUGHOUT CONSTRUCTION.
8. REMOVE EXISTING POOL MECHANICAL EQUIPMENT AS REQUIRED TO ACCOMMODATE NEW REPLACEMENT EQUIPMENT PER PLANS.
9. CARE SHOULD BE TAKEN DURING DEMOLITION OF EXISTING POOL TO NOT DAMAGE EXISTING EQUIPMENT TO REMAIN.
10. THE CONTRACTOR SHALL COORDINATE DEMOLITION WITH OTHER TRADES AND SHALL PROTECT ALL EXISTING WORK, EQUIPMENT, PIPING, FITTINGS, ETC. THROUGHOUT THE CONTRACT.
11. THE CONTRACTOR IS RESPONSIBLE FOR ESTIMATIONS WITH REGARD TO DEMOLITION PREPARATION, AS WELL AS MEANS AND METHODS OF CONSTRUCTION. CONTRACTOR
SHALL VISIT THE SITE AS REQUIRED TO ACCOMPLISH THE WORK, AND TO BECOME FAMILIAR WITH SCOPE AND SERVICES OF WORK REQUIRED.
12. CARE IS TO BE TAKEN TO CAP OFF POOL SYSTEMS WHERE NECESSARY.
13. ALL DEMOLISHED EQUIPMENT IS TO BE REMOVED FROM THE SITE AND DISPOSED OF BY THE CONTRACTOR (UNLESS NOTED OTHERWISE) IN A LEGAL MANOR.
14. PROTECT ALL UNDER DECK PLUMBING TO HOSE BIBBS AND DRINKING FOUNTAINS DURING CONCRETE DEMOLITION.
15. PROTECT ALL UNDER DECK ELECTRICAL CONDUITS DURING CONCRETE DEMOLITION.
Swimming Pool Layout Plan
3/16" = 1'-0" 1
IN FT
3 6
IN FT
3 6
INFT
40 INFT
50 INFT
40 I NF T
36 I NF T
36 I NF T
36 I N F T
40 I N F T
40 I N F T
36 3
SP1.0
(N) FIBERGLASS FINISH(-3'-6")DM
ND
Swimming Pool Section
3/16" = 1'-0" 3
2 SP1.0
DM
ND
DM
ND
DMND DMND
DM
ND
DM
ND
LL
LL
LL
LL
LL
LL
DM
ND
DM NDDM NDDM ND
(-3'-6")
(-3'-6")
(-3'-6")
(-4'-0")
(-4'-0")
(-4'-0")
(-4'-0")
75'-0"
25'-0"25'-0"25'-0"1'-6"3'-6"
1'-6"3'-6"
50'-0"
14'-8"25'-8"9'-8"
(E) FINISHED WALL
(N) DEPTH MARKER
75'-0"
(-5'-0")
(-5'-0")
12'-6"25'-0"25'-11 8"12'-47 8"
Swimming Pool Section
3/16" = 1'-0" 2
MD
MD
(N) POOL MAIN DRAINS
& GRATE COVERS
(N) DEPTH MARKER, TYP.
(E) POOL SHELL TO REMAIN(N) FIBERGLASS POOL FINISH
5'-0"
(E) SKIMMER, TYP.
3'-6"
0405
3'-6"
04 (E) HANDRAILS BEYOND, TYP.
(N) FLOOR RETURN INLET
(E) POOL SHELL TO REMAIN
3'-6"
3'-6"
63 (E) GRAB RAILS & LADDER, TYP.
63 (N) FIBERGLASS POOL FINISH(N) FLOOR RETURN INLET
(N) DEPTH MARKER, TYP.
SP1.0
Designed By:
5075 COMMERCIAL CIRCLE, SUITE E
CONCORD, CA 94520
PH. (925) 609-7224
www.terracon.com
REV
1 4
2 3
5 6
7 8
DATE DESCRIPTION
Drawn By:
Date:
Scale:
9 3500 5TH AVE
SACRAMENTO, CALIFORNIA 95817
AS NOTED
02/11/2019
GEOTECHNICAL
ENVIRONMENTAL
STRUCTURAL
INSPECTIONS & TESTING
LABORATORY SERVICES
POOL ENGINEERING
AQUATIC DESIGN
Copyright Ó Terracon Consultants, Inc.-All Rights Reserved-This document was prepared for use only by the client, only for the purposes stated, and within a reasonable time from issuance. Non-commercial, educational, and scientific use of this document by regulatory agencies is regarded as a "fair use" and not a violation of copyright.
Regulatory agencies may make additional copies of this document for internal use. Copies may also be made available to the public as required by law. The reprint must acknowledge the copyright and indicate that permission to reprint has been received. 2019
R. DINELLI
R. BRAVO
Project No:
BE186093
Approved By:
M. REYNOLDS
60% DESIGN DEVELPOMENT
FOR
CONSTRUCTION
2022
SWIMMING POOL LAYOUT PLAN & SECTIONS
SWIMMING POOL INTERIOR FINISH SPECIFICATION
A.
B.
PROVIDE ALL MATERIAL, LABOR, EQUIPMENT AND SERVICES NECESSARY TO FURNISH
AND INSTALL GLASS POOL INTERIOR FIBERGLASSING, UNDERWATER TILE AS OPTED,
ACCESSORIES AND OTHER RELATED ITEMS NECESSARY TO COMPLETE THE WORK AS
INDICATED BY THE CONTRACT DOCUMENTS OR OTHERWISE REQUIRED FOR A COMPLETE INSTALLATION.
THE INTENTION OF THIS SPECIFICATION IS TO REQUIRE WORK THAT WILL RESULT IN A
FULLY RENEWED INTERIOR SURFACE OF THE POOL, IN ESSENTIALLY LIKE-NEW CONDITION. THIS INTERIOR LINING, AND ALL RELATED WORK UNDER THIS CONTRACT, SHOULD BE EXPECTED TO PERFORM WITHOUT FAILURE .
a. GLASSING WILL TERMINATE EITHER BELOW THE COPING (CANTILEVER DECK) OR BELOW THE TILE.
b. NEW TILE LANES AND TARGET PAIRS ARE REQUIRED AS DETAILED ON THE
DRAWINGS, THE CONTRACTOR SHALL USE A TECHNIQUE CONSISTING OF
REMOVAL OF ALL LANE AND TARGET TILES, CLEANING AND TRIMMING OF THE
RESULTANT TROUGH, GLASSING THE ENTIRE BOTTOM OF THE POOL IN ONE
CONTINUOUS MEMBRANE, THEN RE-TILING THE LINES AND TARGETS TO
DIMENSIONS AS NOTED ON THE DRAWINGS UPON THE GLASS WITHIN THE FORMED, DEPRESSED TROUGH. ONLY MINOR ELEVATION OF THE TILE SURFACE
FROM THE SURROUNDING FINISHED FIBERGLASS IS EXPECTED, WITHOUT EDGES TO CAUSE A TRIP OR STUB HAZARD.
c. ANY JOINTS ENCOUNTERED SHALL BE RESTORED AND RE-SEALED USING AN
APPROVED TECHNIQUE, OR OVER-GLASSED IN SUCH A MANNER AS TO
PRESERVE ITS FUNCTION USING THE WAX-PAPER BAND OR OTHER PROVEN METHOD. IN ALL CASES, BID DOCUMENTS SHALL DETAIL THE PROPOSED METHOD FOR EXPANSION-JOINT TREATMENT.
C.CONTRACTOR EXPERIENCE AND QUALIFICATIONS
a. THE CONTRACTOR SHALL SUBMIT PROOF OF ABILITY TO PERFORM THE WORK
SPECIFIED HEREIN, AND SHALL HAVE EXPERIENCE IN THE APPLICATION OF FIBERGLASS SURFACING TO PRE-EXISTING SWIMMING POOLS IN PARTICULAR. b. ONLY QUALIFIED, THOROUGHLY TRAINED AND EXPERIENCED CRAFTSMEN,
COMPLETELY FAMILIAR WITH THE MATERIALS AND METHODS SPECIFIED ARE TO BE EMPLOYED ON THE PROJECT.
c. EACH BIDDING CONTRACTOR SHALL HAVE A MINIMUM OF FIVE YEARS
EXPERIENCE IN WORK OF THE TYPE SPECIFIED HEREIN AND SHALL HAVE
SATISFACTORILY FIBERGLASSED THE INTERIORS OF AT LEAST TEN
COMPETITION-CLASS INSTITUTIONAL POOLS, AT LEAST HALF OF WHICH HAVE BEEN COMPLETED FOR OVER TWO YEARS. NAMES AND PHONE NUMBERS OF
PERSONNEL FAMILIAR WITH THE PROJECT AT EACH OF THESE TEN POOLS MUST BE AVAILABLE UPON REQUEST.
d. THE CONTRACTOR SHALL HOLD THE APPROPRIATE LICENSE CLASSIFICATIONS
REQUIRED BY THE APPROPRIATE STATE LICENSE BOARD FOR THE WORK DESCRIBED HEREIN.
e. THE CONTRACTOR SHALL BE EXPERIENCED IN THE USE OF, AND SHALL UTILIZE
EXCLUSIVELY ON THIS WORK, AIRLESS SPRAYING EQUIPMENT THAT MIXES MATERIALS INTERNALLY PRIOR TO EXITING THE EQUIPMENT NOZZLES. EXTERNAL FIBERGLASS "CHOP" IS INTRODUCED INTO THE RESIN/CATALYST STREAM AS IT
EXITS THE GUN AND WELL BEFORE COMING INTO CONTACT WITH POOL SURFACES.
D.DELIVERY AND STORAGE
a. MATERIALS SHALL BE DELIVERED TO THE PROJECT SITE IN ORIGINAL,
FACTORY-SUPPLIED CONTAINERS OR PACKAGES WITH THE MANUFACTURER AND
BRAND NAME, DATE OF MANUFACTURE AND/OR EXPIRATION DATE, NOMENCLATURE AND INSTRUCTIONS CLEARLY PRESENTED THEREON. b. MATERIALS SHALL BE STORED UNDER COVER IN A DRY AND PROTECTED, WELL-VENTILATED AREA. THEY SHALL REMAIN IN ORIGINAL CONTAINERS UNDER THE MANUFACTURER'S RECOMMENDED CONDITIONS UNTIL THE DAY OF USE.
E. LIMITATIONS
WORK SHALL NOT PROCEED WHEN WEATHER CONDITIONS DETRIMENTALLY AFFECT THE QUALITY OF THE APPLIED FIBERGLASS. DETERMINATION OF UNSATISFACTORY
CONDITIONS SHALL BE MADE EITHER BY THE CONTRACTOR'S EXPERIENCED FOREMAN, THE OWNER'S INSPECTOR OR THE POOL CONSULTANT.
F. WARRANTY:
a. AS WARRANTY WORK IS UNDESIRABLE AT BEST AND NOT WITHOUT COST TO ALL
PARTIES, IT MUST BE CONCLUDED THAT AVOIDING REPAIR BY VIRTUE OF THE
APPROPRIATE INITIAL QUALITY OF THE FIBERGLASS PRODUCT IS OF UTMOST IMPORTANCE. IF WARRANTY WORK IS JUSTIFIED THEN IT IS TO BE COMPLETED AS RAPIDLY AS POSSIBLE TO RESULT IN THE LEAST AMOUNT OF "DOWN TIME" AND EXPENSE TO THE OWNER.
b. THE SUCCESSFUL CONTRACTOR SHALL WARRANT THE WORK AGAINST ALL DEFECTS IN MATERIALS AND/OR WORKMANSHIP FOR A PERIOD OF 5-YEARS. THIS WARRANTY INCLUDES BUT IS NOT LIMITED TO: DE-LAMINATION; SEPARATION OF THE FIBERGLASS FROM THE POOL SURFACE; OBJECTIONABLE DISCOLORATION OTHER THAN MINOR VARIATIONS DUE TO BATCH DIFFERENCES; DEGRADING OF THE FINISH COAT OR THE GLASS/RESIN MATERIAL ITSELF; OR FOR ANY OTHER
REASON SHOWN AS DIRECTLY RELATED TO POOR OR INCOMPLETE
PREPARATION.
c. THE CONTRACTOR WARRANTS THAT HE WILL REPAIR SUCH DEFECTS TO LIKE-NEW CONDITION, NOTWITHSTANDING MINOR VARIATIONS IN THE "COLOR" AS ABOVE. WARRANTY LIABILITY DOES NOT INCLUDE DEGRADATION OR FAILURE
FROM NORMAL WEAR AND TEAR, MISTREATMENT OR NEGLECT, STAINING DUE TO
IMPROPER USE OF CHEMICALS, VANDALISM, EXTENDED PERIODS WITH THE POOL
DRAINED, OR ACCIDENTAL OR NATURAL CAUSES BEYOND THE CONTRACTOR'S CONTROL.
d. WARRANTY REWORK DOES NOT EXTEND THE ORIGINAL GUARANTEE PERIOD.
G.PRODUCT: MATERIAL SPECIFICATIONS
a. GLASS ISOPTHALIC POLYESTER RESIN.
b. GLASS FINISH COAT (WAX- & COLOR-IMPREGNATED, GLASS-FREE, FINAL RESIN COAT.)
c. METHYL ETHYL KETONE PEROXIDE NORAX CO. OR EQUAL.
d. WASHED SAND MIXED WITH RESIN FOR SUBSURFACE FILLER.
e. FIBERGLASS ROPE APPROPRIATE FOR THIS WORK.
f. WHITE AND BLACK PIGMENTS NESTE OR EQUAL FOR RESINS.
g. SURFACING AGENT (WAX) LILLY OR EQUAL.
h. ACETONE (FOR CLEANING) AND FLUSHING EQUIPMENT.
H.SUBMITTALS: THE CONTRACTOR SHALL PROVIDE SUBMITTALS IN ACCORDANCE WITH STANDARD PRACTICE.
I. SURFACE PREPARATION : THE PURPOSE OF PREPARING EXISTING CONCRETE AND
PLASTER SURFACES IN THIS WORK IS TO PROVIDE A POSITIVE BOND FOR THE NEW
FIBERGLASS COATING ONTO THE ORIGINAL, REPLACED OR REPAIRED SUBSTRATE OF THE POOL-SHELL INTERIOR SURFACES. WORK WILL INCLUDE PHYSICAL REMOVAL OF
ANY LOOSE PLASTER OR FIBERGLASS LINING, PREPARING THE REMAINING SURFACE
FOR BONDING, SANDBLASTING OR GRINDING OF ANY CERAMIC TILE RACING LANES
AND TARGETS ON THE FLOOR AND WALLS OF THE POOL REVEALED BY THE STRIPPING PROCESS (NOT INCLUDING ORIGINAL OR RENEWED WATERLINE TILE).
J. QUALITY ASSURANCE: THE CONTRACTOR WILL PERSONALLY SUPERVISE THE WORK
OR PROVIDE A COMPETENT PERSON ACCEPTABLE TO THE OWNER, WHO WILL BE
PRESENT AT ALL TIMES DURING EXECUTION OF THIS PORTION OF THE WORK AND
WHO WILL BE THOROUGHLY TRAINED AND EXPERIENCED IN THE TYPES AND USE OF EQUIPMENT REQUIRED. HE OR SHE WILL DIRECT ALL WORK PERFORMED UNDER THIS SECTION.
K.INSPECTION:
a. PRIOR TO WORK OF THIS SECTION, THE CONTRACTOR SHALL CAREFULLY INSPECT THE INSTALLED WORK OF OTHER TRADES OR SUBCONTRACTORS. HE
SHALL VERIFY WITH THE OWNER'S INSPECTOR OR POOL CONSULTANT THAT ALL
SUCH WORK IS COMPLETE TO THE POINT WHERE THIS INSTALLATION MAY PROPERLY COMMENCE IN STRICT CONFORMITY TO CONTRACT DOCUMENTS.
THIS INSPECTION SHALL ALSO VERIFY THAT ALL OTHER CONDITIONS ARE CORRECT FOR SAID COMMENCEMENT OF WORK. THE CONTRACTOR DOES NOT
ACCEPT LIABILITY FOR WORK PERFORMED BY OTHER TRADES OR
SUBCONTRACTORS.
b. BEFORE FIBERGLASS IS APPLIED, THE CONTRACTOR SHALL CONFIRM THAT ALL POOL MECHANICAL EQUIPMENT (PUMPS, FILTER, CIRCULATION LINES, ETC.) IS
OPERATIONAL AND FLUSHED CLEAN IN ORDER THAT AN EXPEDITIOUS FILL AND
START-UP MAY FOLLOW IMMEDIATELY AFTER COMPLETION OF THE WORK OF THIS SECTION. ANY ITEMS NEEDING ATTENTION SHALL BE REPORTED TO THE OWNER'S REPRESENTATIVE FOR IMMEDIATE ATTENTION.
L. APPLICATION OF COATING
a. GENERAL DESCRIPTION OF COATING: THE COATING/SURFACE/LINER SPECIFIED
SHALL CONSIST OF A THREE-COAT, MULTI-COMPONENT SYSTEM OF COMPATIBLE
MATERIALS INCLUDING PRIMERS, SURFACE SEALERS, POLYESTER RESINS,
PRE-DISBURSED FIBERS, AND TOP SEALER/FINISH (CHEMICALLY RESISTANT, TRACTION GLAZE) AS DESCRIBED HEREIN.
b. APPLICATION TO POOL SURFACE: ALL RESIN AND CATALYST SHALL BE APPLIED
WITH AIRLESS SPRAYING EQUIPMENT THAT MIXES MATERIALS INTERNALLY PRIOR TO EXITING THE EQUIPMENT NOZZLES. EXTERNAL FIBERGLASS "CHOP" IS
INTRODUCED INTO THE RESIN/CATALYST STREAM AS IT EXITS THE GUN AND WELL BEFORE COMING INTO CONTACT WITH POOL SURFACES. THE INTERNAL
MATERIAL MIXING ASSURES THAT THE RESIN/CATALYST MIXTURE CONFORMS TO MANUFACTURERS' SPECIFICATIONS. USE OF EQUIPMENT WHICH MIXES RESIN
AND CATALYST EXTERNALLY (EITHER GUN APPLIED OR HAND LAY-UP METHOD) IS EXPRESSLY PROHIBITED.
c. APPLICATION OF MATERIAL SHALL BE PERFORMED IN FOUR COATS, REFERRED TO AS COATS A, B, C, AND D.
i.
: A UNIFORMLY SPRAYED, BRUSHED OR ROLLED APPLICATION OF A
SURFACE SEAL COAT, DESIGNED TO SEAL AND PENETRATE ALL SURFACE "PORES" PRIOR TO APPLICATION OF THE FIBERGLASS.
AFTER COAT A HAS CURED, THE SURFACE SHALL BE INSPECTED TO INSURE PROPER COVERAGE AND THAT SEALING HAS BEEN OBTAINED.
ii.
iii.
: THE CONTRACTOR SHALL APPLY A UNIFORM COAT OF FIBERGLASS AT THICKNESS OF 80 TO 120 MILS CONSISTING OF A RATIO OF APPROXIMATELY 30% FIBERGLASS GUN ROVING TO 70% RESIN.
: AFTER ROLL-OUT OF COAT B IS PERFORMED, THE CONTRACTOR SHALL APPLY A GLASS RESIN OVERSPRAY TO INSURE PROPER "W
ET OUT" OF FIBERS
AND TO PROVIDE FOR PROPER COVERAGE OF RESIN OVER FIBERS.
ALL GLASS BELOW THE TILE OR COPING OR AROUND OTHER RETAINED TILE
DETAIL, AND AROUND LIGHTS AND FITTINGS, SHALL BE TRIMMED NEATLY AS REQUIRED. THE NICHE (SLOT) AROUND THESE FITTINGS SHALL THEN BE FILLED WITH A COMPATIBLE RESIN PASTE.
THE ENTIRE POOL SURFACE SHALL BE INSPECTED FOR SMOOTHNESS AND INTEGRITY. ALL FIBERGLASS "HAIRS," SHARP EDGES, STEPS AND CORNERS SHALL BE SANDED OR OTHERWISE PREPARED FOR FINAL COAT.
THE CONTRACTOR SHALL THEN SWEEP THE POOL THOROUGHLY AND
INSURE ANY PREPARATION FOR LANE-LINE TARGET TILE WORK IS COMPLETE.
iv.
: THE CONTRACTOR SHALL APPLY 15 MILS (+/-5) OF GLASS FINISH COAT WITH MINIMUM OF 2% WAX, USING A SPRAY TECHNIQUE, RESULTING IN A TEXTURE PROVIDING ADEQUATE AND SAFE TRACTION PROPERTIES.
M.INSPECTION DURING APPLICATION: CONFIRMATION OF APPLICATION THICKNESS
AND UNIFORMITY SHALL BE ASSURED CONTINUOUSLY DURING THE WORK,
PERFORMED OR MONITORED BY THE OWNER'S REPRESENTATIVE, USING A WET-THICKNESS "MIL" GAUGE. TEST POINTS, IF DESIRED, SHALL BE CHOSEN AT A
SUFFICIENT NUMBER OF LOCATIONS THROUGHOUT THE WORK TO PROVIDE THE OWNER WITH CONFIDENCE IN THIS TEST. IN ANY CASE, NO LESS THAN THREE POINTS
PER THOUSAND SQUARE FEET SHALL BE EXAMINED, IN ADDITION TO ANY TESTS
REQUESTED BY THE INSPECTOR IN COVES, ODD CONTOURS OR OTHER HARD-TO-REACH OR HARD-TO-JUDGE AREAS.
N.DETAILING AND CLEAN-UP : THE CONTRACTOR SHALL RESET ANY HARDWARE, LIGHTS, LADDERS, ETC., REMOVED FROM WALLS OR FLOOR OF POOL, REMOVE ALL
WASTE MATERIALS, SPENT CONTAINERS AND TOOLS, RAGS AND CLEANING MATERIALS, OVERSPRAY, SAND, MASKING TAPE, ETC., FROM THE JOBSITE UPON COMPLETION OF THE WORK. CONTRACTOR SHALL LEAVE THE WORK COMPLETE AND
WITHOUT NOTICEABLE FLAWS, TEARS OR SHARP EDGES, WITH AN ORANGE-PEEL SMOOTH, UNIFORM FINISH OVERALL. THE POOL INTERIOR MUST BE FULLY CURED AND CLEAN, READY FOR FILLING AND USE.
O.FINAL INSPECTION:
a. THE FINISHED POOL SHALL BE UNIFORM AND SMOOTH IN PHYSICAL APPEARANCE AS WELL AS COLOR, COMPLETE IN ALL RESPECTS AS DESCRIBED IN SECTION 3.03 ABOVE. (MINOR VARIATIONS IN COLOR MAY HAVE OCCURRED DUE TO CHANGES IN TEMPERATURE THROUGHOUT THE EXECUTION OF WORK; HOWEVER, EXTREME
CONDITIONS THAT MAY CREATE NOTICEABLE CONTRASTS MUST HAVE BEEN AVOIDED. UNPLEASANT AND OBVIOUS VARIATIONS IN COLOR OR TEXTURE MAY
CAUSE TERMS AND CONDITIONS OF THE WARRANTY TO BE IMMEDIATELY ENFORCED.)
b. MEMBRANE INTEGRITY AND CONTINUITY MUST BE WITHOUT DOUBT, WITH NO SEAMS OR JOINTS APPARENT. THE FINAL INSPECTION SHALL INCLUDE THE CONFIRMATION OF COMPLIANCE WITH ALL REQUIREMENTS OF PARAGRAPH 3.04,
SUB-PARAGRAPH C IN PARTICULAR, AND ANY OTHER PARAGRAPH, DETAIL OR
ITEM THAT, IN THE JUDGMENT OF THE INSPECTOR, SHOULD BE INCLUDED TO
INSURE THE COMPLETED WORK AND QUALITY PRODUCT REQUIRED BY THE INTENTION OF THIS SPECIFICATION.
P. ALL MODIFIED AND/OR POOL RELATED PIPING, SHALL BE HYDRAULICALLY PRESSURE TESTED (WITH WATER, NOT AIR) TO A PRESSURE OF NOT LESS THAN 80 PSI FOR A PERIOD OF NO LESS THAN ONE (1) HOUR. CONTRACTOR IS RESPONSIBLE FOR THE MAINTENANCE OF A SUSTAINED 30 PSI PRES
SURE ON ALL POOL RELATED PIPING THROUGHOUT THE COURSE OF CONSTRUCTION.
SWIMMING POOL FINISH SCHEDULE
POOL FINISH FIBERGLASS
DEPTH MARKERS 6"X6" SLIP RESISTANT CERAMIC TILE
NO DIVING MARKER 6"X6" SLIP RESISTANT CERAMIC TILE
LANE LINES AND WALL TARGETS 4" WIDE LINE OF CONTRASTING COLOR TO THE FIBERGLASS FINISH SHALL BE PAINTED BLACK DEPTH DIVIDING LINE 4" WIDE LINE OF CONTRASTING COLOR TO THE FIBERGLASS FINISH SHALL BE PAINTED BLACK
FLOOR RETURN INLET ADJUSTABLE CYCOLAC W/ ANTI-HAIR ENTRAPMENT TO BE EVALUATED AND ASSESSED PRIOR TO DEMOLITION OF THE FIBERGLASS.
MAIN DRAIN AQUASTAR SUN18HPH101 1000 GPM AT 3.1 FPS, 6" MINIMUM SUMP - WHITE
ALL FINAL COLOR SELECTIONS TO BE MADE BY OWNER
Fa
cilities & Real Property Management|5730 24th Street, Bldg. 4|Sacramento, CA 95822-3604 Dec
ember 15, 2022
To
all prospective bidders:
At
tached hereto are addenda items, which shall be incorporated into the bid proposal for above noted project. These changes shall be considered as part of the original documents, as if they were originally provided therein, and as such shall be used as contractual documents. All other terms, conditions, and specifications of the bid remain unchanged. Bidders must acknowledge receipt of this addendum prior to the hour and date specified in the bid request, or as amended, by one of the following methods:
(a)
By acknowledging receipt, on the bid proposal form submitted; or (b) By separate letter or email which includes a reference to the bid request and addendum number.
Fail
ure to acknowledge receipt of this addendum in one of the above methods and cause acknowledgment to be received prior to the hour and date specified for receipt of proposals, may result in rejection of your offer. If by virtue of this addendum you decide to change an offer already submitted, such change may be made by email or letter, provided such email or letter makes reference to the bid request number and this addendum, and is received prior to the opening hour and date specified.
For
any questions related to this Addendum, contact the Project Manager, Kevin Love at [email protected].
Res
pectfully,
ADDENDUM 1
McClatchy Park Pool Resurfacing
B22014541004
Facilities & Real Property Management|5730 24th Street, Bldg. 4|Sacramento, CA 95822-3604
QUESTIONS AND CLARIFICATIONS
1. Que
stion: Is the City considering resurfacing the dive tank and the wading pool? An
swer: Yes, the City is including the dive tank but not the wading pool in the project scope. The scope for the dive tank will be in the form of a written narrative as part of addendum #2 and not shown on the approved plans.
2. Que
stion: When are the pools required to be completed, is it 45 days from the date of the issuance of the notice to proceed or does the City have something else in mind?
An
swer: The projects must be completed by Friday, May 26, 2023.
3. Que
stion: Are the equalizer covers in the lap pool required to be removed and replaced, the plans show them remaining as-is?
An
swer: Yes, all eight equalizers must be removed and replaced with an AquaStar A10RCFR101 type covers.
4. Que
stion: Dear Mrs. Wise and/or Mr. Love,
Are you aware if Noise and Vibration Monitoring services will be required on the subject project?
An
swer: Noise and Vibration Monitoring is not a requirement of this project.
However, due to the close proximity of residential dwellings, the contractor working hours are restricted to the timeline of 7:00 AM to 3:30 PM to minimize disturbing the property owners that have backyards adjacent to the pool site. All noise control matters will follow City Code section 8.68 if deemed necessary should any issues arise.
DIVE TANK SCOPE:
The dive tank scope shall include, but not be limited to the following:
1) The removal and replacement of the fiberglass finish down to the bare concrete.
2) Both main drain covers must be removed and replaced. Additionally, both sumps shall be resurfaced along with rest of the dive tank surface.
Facilities & Real Property Management|5730 24th Street, Bldg. 4|Sacramento, CA 95822-3604
3) The main drain covers must be replaced with (4) Waterway 18” x 18”, Model Number 640-477xV.
4) Remove and replace all four equalizers. The existing equalizer covers protrude out from the face of the pool which is problematic because they’re used to exit the pool. The City wishes to replace the existing equalizer covers with an AquaStar A10RCFR101.
5) Remove and replace the existing coping stone around the perimeter of the dive tank. For the sake of time, the City will procure the coping stone and will have it available as necessary at the precast plant for pickup. To be included in the bid price for the coping stone installation is the following: labor for the removal, installation, plus trucking and/or delivery to the site from TNN Precast Products, 3950 Happy Lane, Sacramento, CA 95827. Thin set, grout , and caulking must also be included in the coping stone pric e. The grout col or will be selected and provided by the City of Sacramento. The contractor will be responsible for the onsite mixing and application of the color admixture.
6) See precast product specifications for reference as listed here.
Materials:
Precast Concrete wall cap units shall be precast concrete consisting of Portland Cement, aggregate and color admixtures.
A. Portland Cement: ASTM C150, Type III, High Early strength.
B. Aggregate: ASTM 633
C. Color Admixture: By Davis Colors, or equal, as required to achieve color as selected.
D. Aggregate for exposed aggregate surface: As Selected.
E. Portland Cement Mortar that meets or exceeds ANS1 A118.40
Concrete Wall and Pier Caps 03 48 00
Concrete Wall and Pier Caps Capitor Section: 03 48 00
SUMMARY:
* Section Includes: Concrete wall and pier caps
* Related Section: Concrete and Masonry Coating
REFERENCES
A. American Society of Testing and Materials (ASTM International)
ASTM C33 Concrete Aggregates
ASTM C39 Concrete Compressive Strength
Facilities & Real Property Management|5730 24th Street, Bldg. 4|Sacramento, CA 95822-3604
ASTM C144 Aggregate for Masonry Mortar
ASTM C150 Portland Cement
ASTM C642 Water Absorption, density, voids in hardened can ASTM C666 Rapid Freeze/ Thaw Resistance of con
SUBMITTALS:
• Samples: Submit two samples of each type of Precast Concrete unit to show the full range of color and texture of unit for selection and approval. • Shop drawings
PRODUCTS TOLERANCE:
• All products shall be as drawn (+ or minus 1/8”) width and thickness • Twist and deflection shall not exceed 1.5 degrees in 12”
CURING TIME
• All products must be cured minimum of 48 hrs. prior to Packaging and Shipment.
CONCRETE WALL AND PIER CAPS 03 48 00
PRODUCT SPECIFICATION:
Is 4,000 PSI Hard Rock Concrete, Type III Portland Cement, All natural materials. All Products are made by hand of natural materials and some variation in color is to be expected. None of these products are returnable your color selection must be made from color concrete samples before ordering lead time 4 weeks.
EXAMINATION:
• Examine all surfaces
• Verify all dimensions of in-place and subsequent construction. • Notify the Contractor in writing of conditions detrimental to the proper and timely completion of the work.
• Do not proceed with the work until unsatisfactory conditions have been corrected.
• Installation of precast concrete wall caps, and associated construction, constitutes acceptance of the adjacent and underlying construction.
PREPARATION:
• Prepare surfaces using the methods recommended by the manufacturer for achieving the best result for the substrate under the project conditions. • Ensure all substrates are clean and free of contaminants and have a roughened surface to encourage bonding.
CLEANING:
Facilities & Real Property Management|5730 24th Street, Bldg. 4|Sacramento, CA 95822-3604
• Clean exposed surfaces of precast concrete units. Use cleaners appropriate for precast concrete finishes and colors. Acid based cleaners will permanently alter finish and color.
SEALING:
• Field-applied sealer for the prevention of freeze-thaw is optimal in mild climates.
If precast concrete units are factory sealed, test for compatibility before applying additional sealer.
• In geographic regions exposed to freeze-thaw conditions field-applied sealing the entire area, including joints, after installation is mandatory in order to maintain warranty. Follow sealer manufacturer’s instructions for application and maintenance of the sealer.
COMPLETION:
• Protect precast concrete units from damage due to subsequent building operations
• After installation and before completion, inspect precast concrete units for construction damage and obtain new precast concrete units if required. • Immediately prior to final acceptance of project, clean precast concrete units.
END OF SECTION
CITY OF SACRAMENTO Bid Proposal
Department of Public Works Page 1 of 4
Facilities and Real Property Management
CONTRACTOR NAME: __________________________________________________
TO THE HONORABLE CITY COUNCIL
SACRAMENTO, CALIFORNIA:
In compliance with the Contract Documents, the undersigned hereby proposes to furnish all required labor, materials, supervision, transportation, equipment, services, taxes and incidentals required for:
BID PROPOSAL
McClatchy Park Pool Resurfacing
PN: L19706505, Bid #B22014541004
in the City and County of Sacramento, California.
The Work is to be done in strict conformity with the Contract Documents now on file in the Office of the City Clerk, for the following sum:
Item N
Item
Estimated
Quantity
Unit
Unit Price
Total
MCCLATCHY POOL
1 Demolish existing fiberglass finish 1 LS $ $
2 Install new fiberglass pool finish 1 LS $ $
3 Replace main drain grate cover(s) 2 EA $ $
4 Restore all lane lines, contrasting bands, and wall targets 450 LF $ $ 5 Install new non-slip surface on steps 2 (SETS) $ $
6 Removal and replacement of existing coping stone 372 LF $ $ 7 Resurface existing sumps 2 EA $ $
8 Install new floor return inlets 15 EA $ $
9 Install new “No Diving” markers & Depth markers 12 EA $ $ 10 General Conditions 1 LS $ $
11 As-builts drawings 1 LS $ $
SUBTOTAL $
CITY OF SACRAMENTO Bid Proposal
Department of Public Works Page 2 of 4
Facilities and Real Property Management
DIVE TANK
1 Demolish existing fiberglass finish 1 LS $ $
2 Install new fiberglass pool finish 1 LS $ $
3 Replace main drain grate cover(s) 2 EA $ $
4 Removal and replacement of existing coping stone
(LABOR, thin set, caulking and grout) 144 LF $ $
5 Resurfaces existing sumps 2 EA $ $
6 Install new floor returns inlets 6 LF $ $
7 Install new “No Diving” markers & Depth markers 1 EA $ $ 8 Remove and replace existing equalizer covers 4 EA $ $
SUBTOTAL
CONTRACTOR NAME:
TOTAL $
SCHEDULE
If awarded the Contract, the undersigned agrees to sign said Contract and furnish the necessary surety bonds and insurance certificates within ten (10) days after receipt of the notice of award of the Contract, and to begin work within fifteen (15) days after the issuance of the Notice to Proceed by the City.
It is understood that this Bid Proposal is based upon completion of the Work within a period of FOURTY FIVE (45) CALENDAR DAYS. The Contractor shall refer to Section 1.B Completion Time of the S pecial Provisions for calculation of the completion date.
DETERMINATION OF LOW BIDDER
SPECIAL CONDITION: THE DETERMINATION OF THE LOW BIDDER WILL BE BASED ON THE BASE BID AND ALL ADDITIVE ALTERNATES. HOWEVER, THE CONTRACT AWARD MAY NOT INCLUDE ALL OF THE ADDITIVE A LTERNATIVES. THE CI TY RESERVES THE RIGHT TO SELECT WHICH ADDITIVE
ALTERNATIVES, IF ANY, TO INCLUDE IN THE CONTRACT AWARD IN ADDITI ON TO THE BASE BID WORK.
C
ORRECTING BID PRO POSAL: In determining the amount bid by each bidder, the City shal l disregard mathematical errors in addition, subtraction, multiplication, and division that appear obvious on the face of the Bid Proposal. When such a mathematical error appears on the face of the Bid Proposal, the City shall have the right to correct such error and to compute the to tal amount bid by said bidder on the basis of the corrected figure or figures.
CITY OF SACRAMENTO Bid Proposal
Department of Public Works Page 3 of 4
Facilities and Real Property Management
When an item price is required to be set forth in the Bid Proposal, and the total for the item set forth separately does not agree with a figure which is derived by multiplying the item price times the Engineer's estimate of the quantity of work to be performed for said item, the item price shall prevail over the sum set forth as the total for the item unless, in the sole discretion of the City, such a procedure would be inconsistent with the policy of the bidding procedure. The total paid for each such item of work shall be based upon the item price and not the total price. Should the Bid Proposal contain only total price for the item and the item price is omitted, the City shall determine the item price by dividing the total price for the item by the Engineer's E stimate of the estimated quantities of work to be performed as items of work.
If the Bid Proposal contains neither the item price nor the total pri ce for the item, then it shall b e deemed incomplete, and the Bid Proposal shall be disregarded.
BIDDER’S DECLARATION
The undersigned has examined the location of the proposed Work, the local conditions at the place where the Work is to be done, is familiar with the Contract Documents and is familiar and expressly agrees to the liquidated damages provision of the Contract Documents. T he undersigned has checked carefully all o f the foregoing figures and understands that the City of Sacramento will not be responsible for any errors or omissions on the part of the undersigned in making up this Bid Proposal.
Enclosed is Bid Proposal Guarantee, as required, consisting of a bidder's bond or other acceptable security for not less than ten percent (10%) of the amount Bid Proposal.
The undersigned agrees that all addenda received and acknowledged herein shall become a part of and be included in this Bid Proposal. This Bid Proposal includes the following addenda:
A
dd. # DATE
Add. # DATE
Add. # DATE
CITY OF SACRAMENTO Bid Proposal
Department of Public Works Page 4 of 4
Facilities and Real Property Management
NOTE: State whether your concern is a corporation, a co-partnership, private individual, or individuals doing business under a firm name. If the Bidder is a corporation, the Bid Proposal must be executed in the name of the corporation and must be signed by a duly authorized officer of the corporation. If the Bidder is a partnership, the Bid Proposal must be executed in the name of t he partnership and one of the partners must subscribe their signature thereto as the authorized representative of the partnership.
AMOUNT OF BID PROPOSAL GUARANTEE ENCLOSED:
($______________________) not less than ten percent (10%) of amount Bid Proposal
CONTRACTOR:
By: __________________________________
(Signature)
(Print or Type)
T itle
Address
Telephone No.
Fax No.
EMAIL ADDRESS
Date
PLEASE PRINT CLEARLY AS BID RESULTS WILL BE SENT VIA EMAIL
Contractor's License No. Type
Expiration Date
DIR Registration No.
Tax I.D. Nos.- Fed. State
City of Sacramento Business Operation Tax Certificate No. (City will not award contract if Certificate Number is missing.)
FOR CITY USE ONLY
BID BOND SECURITY
Properly Signed
Improperly Signed
Not Included
Not Required
TYPE OF DEPOSIT
Bid Bond
Cashier/Certified Check
Other __________
Initial: __________
CITY OF SACRAMENTO Bid Proposal
Department of Public Works Page 1 of 4
Facilities and Real Property Management
CONTRACTOR NAME: __________________________________________________
TO THE HONORABLE CITY COUNCIL
SACRAMENTO, CALIFORNIA:
In compliance with the Contract Documents, the undersigned hereby proposes to furnish all required labor, materials, supervision, transportation, equipment, services, taxes and incidentals required for:
BID PROPOSAL
McClatchy Park Pool Resurfacing
PN: L19706505, Bid #B22014541004
in the City and County of Sacramento, California.
The Work is to be done in strict conformity with the Contract Documents now on file in the Office of the City Clerk, for the following sum:
Item N
Item
Estimated
Quantity
Unit
Unit Price
Total
MCCLATCHY POOL
1 Demolish existing fiberglass finish 1 LS $ $
2 Install new fiberglass pool finish 1 LS $ $
3 Replace main drain grate cover(s) 2 EA $ $
4 Restore all lane lines, contrasting bands, and wall targets 450 LF $ $ 5 Install new non-slip surface on steps 2 (SETS) $ $
6 Removal and replacement of existing coping stone 372 LF $ $ 7 Resurface existing sumps 2 EA $ $
8 Install new floor return inlets 15 EA $ $
9 Install new “No Diving” markers & Depth markers 12 EA $ $ 10 General Conditions 1 LS $ $
11 As-builts drawings 1 LS $ $
SUBTOTAL $
CITY OF SACRAMENTO Bid Proposal
Department of Public Works Page 2 of 4
Facilities and Real Property Management
DIVE TANK
1 Demolish existing fiberglass finish 1 LS $ $
2 Install new fiberglass pool finish 1 LS $ $
3 Replace main drain grate cover(s) 2 EA $ $
4 Removal and replacement of existing coping stone
(LABOR, thin set, caulking and grout) 144 LF $ $
5 Resurfaces existing sumps 2 EA $ $
6 Install new floor returns inlets 6 LF $ $
7 Install new “No Diving” markers & Depth markers 1 EA $ $ 8 Remove and replace existing equalizer covers 4 EA $ $
SUBTOTAL
CONTRACTOR NAME:
TOTAL $
SCHEDULE
If awarded the Contract, the undersigned agrees to sign said Contract and furnish the necessary surety bonds and insurance certificates within ten (10) days after receipt of the notice of award of the Contract, and to begin work within fifteen (15) days after the issuance of the Notice to Proceed by the City.
It is understood that this Bid Proposal is based upon completion of the Work within a period of FOURTY FIVE (45) CALENDAR DAYS. The Contractor shall refer to Section 1.B Completion Time of the S pecial Provisions for calculation of the completion date.
DETERMINATION OF LOW BIDDER
SPECIAL CONDITION: THE DETERMINATION OF THE LOW BIDDER WILL BE BASED ON THE BASE BID AND ALL ADDITIVE ALTERNATES. HOWEVER, THE CONTRACT AWARD MAY NOT INCLUDE ALL OF THE ADDITIVE A LTERNATIVES. THE CI TY RESERVES THE RIGHT TO SELECT WHICH ADDITIVE
ALTERNATIVES, IF ANY, TO INCLUDE IN THE CONTRACT AWARD IN ADDITI ON TO THE BASE BID WORK.
C
ORRECTING BID PRO POSAL: In determining the amount bid by each bidder, the City shal l disregard mathematical errors in addition, subtraction, multiplication, and division that appear obvious on the face of the Bid Proposal. When such a mathematical error appears on the face of the Bid Proposal, the City shall have the right to correct such error and to compute the to tal amount bid by said bidder on the basis of the corrected figure or figures.
CITY OF SACRAMENTO Bid Proposal
Department of Public Works Page 3 of 4
Facilities and Real Property Management
When an item price is required to be set forth in the Bid Proposal, and the total for the item set forth separately does not agree with a figure which is derived by multiplying the item price times the Engineer's estimate of the quantity of work to be performed for said item, the item price shall prevail over the sum set forth as the total for the item unless, in the sole discretion of the City, such a procedure would be inconsistent with the policy of the bidding procedure. The total paid for each such item of work shall be based upon the item price and not the total price. Should the Bid Proposal contain only total price for the item and the item price is omitted, the City shall determine the item price by dividing the total price for the item by the Engineer's E stimate of the estimated quantities of work to be performed as items of work.
If the Bid Proposal contains neither the item price nor the total pri ce for the item, then it shall b e deemed incomplete, and the Bid Proposal shall be disregarded.
BIDDER’S DECLARATION
The undersigned has examined the location of the proposed Work, the local conditions at the place where the Work is to be done, is familiar with the Contract Documents and is familiar and expressly agrees to the liquidated damages provision of the Contract Documents. T he undersigned has checked carefully all o f the foregoing figures and understands that the City of Sacramento will not be responsible for any errors or omissions on the part of the undersigned in making up this Bid Proposal.
Enclosed is Bid Proposal Guarantee, as required, consisting of a bidder's bond or other acceptable security for not less than ten percent (10%) of the amount Bid Proposal.
The undersigned agrees that all addenda received and acknowledged herein shall become a part of and be included in this Bid Proposal. This Bid Proposal includes the following addenda:
A
dd. # DATE
Add. # DATE
Add. # DATE
CITY OF SACRAMENTO Bid Proposal
Department of Public Works Page 4 of 4
Facilities and Real Property Management
NOTE: State whether your concern is a corporation, a co-partnership, private individual, or individuals doing business under a firm name. If the Bidder is a corporation, the Bid Proposal must be executed in the name of the corporation and must be signed by a duly authorized officer of the corporation. If the Bidder is a partnership, the Bid Proposal must be executed in the name of t he partnership and one of the partners must subscribe their signature thereto as the authorized representative of the partnership.
AMOUNT OF BID PROPOSAL GUARANTEE ENCLOSED:
($______________________) not less than ten percent (10%) of amount Bid Proposal
CONTRACTOR:
By: __________________________________
(Signature)
(Print or Type)
T itle
Address
Telephone No.
Fax No.
EMAIL ADDRESS
Date
PLEASE PRINT CLEARLY AS BID RESULTS WILL BE SENT VIA EMAIL
Contractor's License No. Type
Expiration Date
DIR Registration No.
Tax I.D. Nos.- Fed. State
City of Sacramento Business Operation Tax Certificate No. (City will not award contract if Certificate Number is missing.)
FOR CITY USE ONLY
BID BOND SECURITY
Properly Signed
Improperly Signed
Not Included
Not Required
TYPE OF DEPOSIT
Bid Bond
Cashier/Certified Check
Other __________
Initial: __________