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ADDENDUM NO.1
for
COXHALL GARDENS
NORTH PARKI'NG LOT AND
RESTROOM FACILITY
116TH Street and Towne Road
Carmel, Indiana 46033 .'
Prepared
for'
Hamilton County Parks & Recreation Department
15513 South Union street
Carme('lndiana 46033-9445
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Cripe
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December 11, 2006
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7172 Graham Road
Indianapolis. IN 46250
Phone: (317) 842-6777
FAX: (317) 841-4798
www.cripe.biz
0990433-10400
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North Parking Lot and Restroom Facility
@ 2006 Cripe Architects + Engineers
ADDENDUM NO.1
TO ALL BIDDERS OF RECORD AND TO WHOM IT MA Y CONCERN:
This Addendum is being issued prior to the date for receiving bids.
This Addendum forms a part of the Contract Documents and modifies the original Drawings and
Specifications as noted below and shall be incorporated into the Contract Drawings. All other
provisions of the Drawings and Specifications shall remain unchanged.
This Addendum is issued in accordance with the provisions of the Notice to Bidders section of the
Project Manual. All Bids shall be based upon work as modified by this Addendum.
Acknowledge receipt of this Addendum on the Bid Form. Failure to do so may result in
disqualification of the Bidder. This Addendum does not chsmge the Bid Date.
GENERAL COMMENTS:
1. See attached Pre-Bid Meeting Minutes dated December 6, 2006 and include as part of
this Addendum.
CHANGES TO SPECIFICATIONS:
Item No.1
Specification Section TOC-1 "Table of Contents"
1. Add Specification Section 01125 "Summary of Multiple Contracts".
Item No.2
Specification Section 00300 "Bid Form"
1 . See attached Bid Form reissued in its entirety.
Item NO.3
Specification Section 00830 "Wage Determination Schedule"
1. See attached Wage Scale form attached.
Item NO.4
Specification Section 01010 "Summary of Work"
1. Part 1 .2. Revise Paragraph A. as follows:
"A. The project consists of work under two (2) Prime Bid Categories:
General Construction and Site Construction. The Scope will be"."
ADDENDUM NO.1
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North Parking Lot and Restroom Facility
@ 2006 Cripe Architects + Engineers
Item NO.5
Item NO.6
Specification Section 01125 "Summary of Multiple Contracts"
1. See attached Specification Section 01125 "Summary of Multiple
Contracts" and include as a part of this Addendum.
Specification Section 07311 "Asphalt Shingles"
1 . Part 2.1, Paragraph A.: Add the following manufacturer to the approved
manufacturers list.
"5. GAF Materials Corporation"
CHANGES TO DRAWINGS:
Item No.7
Drawing Sheet C201 "Site and Utility Plan"
Item No.8
Item NO.9
1. See attached sketch for revised water line connection point and
disturbed area limits.
Drawing Sheet C202 "Site Details"
1. See attached three (3) sketches for new and/or revised details to be
incorporated into the Documents.
Drawing Sheet C301 "Grading Plan"
1. See attached sketch for revised grading and disturbed area limits to
existing swale south of proposed Restroom Facility.
Item No. 10 Drawing Sheet C401 "Erosion Control Plan"
Item No. 11
1. See attached sketch for temporary construction staging area for the
General Construction Contract. The existing stone base at the North
Parking Lot may be used for this area. Remove temporary construction
staging area in its entirety, and return to original condition upon
completion.
Drawing Sheet C402 "Erosion Control Details"
1. See attached two (2) sketches for new or revised details to be
incorporated into Construction Documents.
ADDENDUM NO.1
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Cripe
.-/
7172 Graham Road
Indianapolis. IN 46250
317.842.6777
FAX: 317.841.4798
www.cripe.biz
Architects < Engineers
Solullons by Design Since 1937
PRE-BID MEETING AGENDA
Coxhall Gardens
North Parking lot and Restroom Facility
(Job Name)
December 7,2006 at 2:00
pm
(Date)
PREPARED BY: Michael A. Grubb, AlA
Cripe Architects + Engineers
Cripe Job Number:
990433- 1 0400
PRESENT:
See attached Sign-In Roster.
INTRODUCTION: History of project and expectations.
OWNER'S REPRESENTATIVES
Chris Stice - Assistant Director Hamilton
.County Parks & Recreation Dept.
ARCHITECT'S REPRESENTATIVE
Michael A. Grubb, AlA
Project Manager/Architect:
Civil Engineer:
structural Engineer:
Same
Chris Wiseman, P.E.
Electrical Engineer:
Dave Haun, ClPE - Design-Aire
Engineering
Dave Haun, CIPE - Design-Aire
Engineering
Mechanical Engineer:
DESCRIPTION OF PROJECT:
The Work shall include, but is not limited to the following: site utilities, concrete
curbs, asphalt paving, seeding, erosion control, concrete, concrete masonry,
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face brick, limestone pre-manufactured wood trusses, asphalt shingles, painting,
accessories, toilet partitions, mechanical, plumbing and electrical equipment.
BID DUE DATE:
Bids will be due at 5:00 pm on Mondav December 18, 2006 at the office of the
Hamilton County Parks and Recreation Department, 15513 South Union Street
Carmel, IN 46033-9445. The bids will be publiclv opened at 7:00 pm in the Cool
Creek Nature Center located at 2000 East 151 sl Street Carmel, IN 46033 and
taken under advisement for review and recommendation by the Architect.
INSTRUCTIONS TO BIDDERS:
The project is classified as a public project and will require that common wage
rates be utilized when computing your bid. The Wage Scale will be issued in
Addendum NO.1.
It should be noted that the award of contracts will be contingent upon
financing being obtained by the Owner.
Completion date for the project is June 1, 2007 for the North Parkinq Lot and
June 30, 2007 for the remainder of the proiect.
It is asked that all questions and or requestS be addressed directly to the
Architect. The answers, qualifications, or information noted during this meeting
or during phone conversations that differ from the bidding documents are not to
be considered official unless noted in an Addendum.
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Bid Bond of 5% payable to the Hamilton County Parks & Recreation Department.
Performance bond of 100% shall be included in your bid.
THIS PROJECT is Tax Exempt.
One (1) copy of Bid Form shall be submitted as described in the specifications
on the above date and time.
BID FORM
See specification section 00300 for the Bid Form and See Specification 00100 for
specific bidding requirements.
CONTRACT INFO:
Bidders should note that specification sections may be assigned to more than
one account or Scope or Work. The contractor should refer to all specifications
sections to note work assigned to their trades and divisions.
Each bid shall include the cost for all miscellaneous clips, anchors, covers, etc.,
required for the complete installation of the system being bid unless specifically
noted under another scope of work. Any questions regarding the system bid
shall result in the most expensive system being used.
Bids shall be guaranteed for 60 days. All contractors shall reference Section
01030 Alternates. These items are to be included in their bids.
SPECIAL NOTES:
Project Conditions:
The park is open to the public. Care and consideration must be given to the
existing conditions of the park during construction. Patrons will be utilizing the
park during the time of construction. The contractors shall be responsible for
securing the construction areas to maintain safety of patrons and security of
equipment.
Existing landscaped areas and lawns shall be maintained in their original form.
Damages to existing landscape or grass areas shall be repaired to their existing
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conditions. This is to include areas that is damaged within or outside your
construction limits.
Cutting and Patching:
There is cutting and patching required. Each prime contractor is responsible for
cutting and patching associated with their work. Patching shall be performed
by finish trades experienced in the repairs of each particular finish. The
contractor is responsible for cutting and patching, relocation of equipment of
fixtures and other such issues required
to perform this work.
Construction Schedule:
A construction schedule is to be developed in cooperation with the successful
prime contractor. It is the contractor's responsibility to provide all personnel,
equipment, materials, etc. to meet the completion date. The need for
additional work shifts required for this project shall be provided in the contractors
bid. The Owner will consider no additional cost for overtime hours after receipt
of the bids.
Additional Items:
A site walk-through was made available to familiarize all parties with the extent
of the existing conditions.
QUESTIONS AND COMMENTS:
Q. Is there an area set aside for Construction Staqinq?
A. See Addendum No. 1 for exact locations and details.
Q. Will a Buildinq Permit be required from the Citv of Carmel?
A. Yes. Contact the City of Carmel for proiected fees.
Q. Is there a sanitary sewer tap fee?
A. Yes, however this is beinq paid directly by the Parks Department.
Q. Can the existinq stone base at the North Parkinq Lot be used for the new stone base?
A. No. The Site Construction Prime Contractor shall remove the existinq stone base in it's
entirety. The existinq stone may be used for the Construction Staqinq area at the
Restroom Facility however the two Prime Contractors will need to work out the details. If
it is not used then it shall be removed from the premises. If it is used then the Restroom
Buildinq Prime Contractor shall be responsible for removinq it upon construction
completion.
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Q. Can excess soil from excavation or trenchinq be left for the Parks use?
A. No. All excess soil shall be removed from the Park.
Q. When do you expect to send a Notice to Proceed?
A. Immediately. If the bids come in under the Parks budqet and all the biddinq
documents appear complete then the Parks Board may award the contract at the
same meetino.
CRIPE ARCHITECTS + ENGINEERS
c&-
Distribution: Those present
All contractors of record for drawings
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North Parking Lot and Restroom Facility
@ 2006 Cripe Architects + Engineers
SECTION 00300 - BID FORM - (REVISED ADDENDUM NO.1)
BID FORM FOR:
COXHALL GARDENS - NORTH PARKING LOT AND RESTROOM
FACILITY
116TH STREET AND TOWNE ROAD
CARMEL IN 46033
OWNER:
HAMILTON COUNTY PARKS & RECREATION DEPARTMENT
15513 SOUTH UNION STREET
CARMEL, IN 46033-9445
TO:
The undersigned hereby proposes to furnish all materials, labor, tools, equipment and services
required to erect, install and satisfactorily complete the Work, all in accordance with the
Contract Documents prepared by PAUL I. CRIPE, INC., Indianapolis, Indiana, including
Addendum No. _ to _ inclusive (the receipt of which is hereby acknowledged) as
follows:
A. PRIME BASE BID:
SITE CONSTRUCTION CONTRACT BASE BID
(amount in wordsl
$
(figures)
GENERAL CONSTRUCTION CONTRACT BASE BID
(amount in words)
$
(figures)
COMBINED CONTRACT BASE BID FOR SITE AND GENERAL CONSTRUCTION
(amounl in words)
$
(figures)
BID FORM
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00300 - 1
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@ 2006 Cripe Architects + Engineers
B. ALTERNATE NO.1:
SITE LIGHTING
(amount in words)
$
(figures)
C. PERFORMANCE & LABOR AND MATERIAL PAYMENT BONDS
The Contractor shall state the amount, which is included in his Bid to furnish Performance
& Labor Material Payment Bonds. (See Instructions to Bidders.)
% of total Contract Price (100%)
D. COMPLETION TIME
We agree to complete this project in accordance with the enclosed schedule assuming
that:
1.
Award of Contract allows start of construction on or before dates indicated on
schedule.
We are not delayed by strikes or other causes beyond our control.
2.
11/27/06
12/07/06
12/18/05
01/15/07
01/16/07
01/17/07
06/01/07
06/30/07
Drawings Available.
Pre-Bid Meeting.
Receive Bids.
Award Bids.
Pre-Construction Meeting.
start Work.
North Parkin Lot Com letion.
Total Project Substantial Completion.
BID FORM
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00300 - 2
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@ 2006 Cripe Architects + Engineers
IN TESTIMONY WHEREOF, the bidder has hereunto set his hand this
,2006.
day of
IN TESTIMOI'-lY WHEREOF, the bidder, (a firm) has hereunto set its hands this _ day of
,2006.
FIRM NAME:
. Individual Names (
IN TESTIMONY WHEREOF, the bidder (a corporation) has caused this proposal to be signed by its
President and Secretary and affixed its cooperate seal this _ day of , 2006.
Name of Corporation
President
Secretary
NOTE: ATTACH CONSTRUCTION SCHEDULE AND ADDENDA.
END OF SECTION 00300
BID FORM
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W aees Frin~el!. I.l2al
Asbestos Abaterne~t
~ Removes and discards asbestos ~aleri81s
Skilled
18.00 5.60 23.60
Bl'ick/Bloek/StonelCement Mason .
.' -Lays and'sets buildmg materials, l?rie1c and. stone, and finishes surfi1ces
. Skilled 17.49 4.39 21.-Sg
Semi~sldlled 13.36 4.15 17.51
Unskilled '10.77 3.'15 14.52
. .
Carpenter' ,
. -Cons'tructs, erects, installs and repairs various woods and wallboards
i . Skilled' 17.88 4.15 22.03
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. Semi-skilled 13.60 4.00 17.60
Unskilled 10.45 3.21 13.66
Interior Finish Technician .
-Erects metal framing, installs drywall, seals and plasters
Skilled
Sami-sldlled
Unskilled
16.95 3.6$ 20.63
12.53 3.10 15.93
-'
9.27 2.25. 11.52
I
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Electrician
'::: -Plans, installs, and repairs wiring, fuctures, Jines' and instrumentation controls
. . .r, Skilled. 19.24 4.70 23.94
Semi-skilled 14.25 3.50 17.75
, Unskilled 10.75 2.85 13.60
Soutld and Conununication
'. -Installs data hardwiring
Skilled 17.65 3.20 20.85
Semi-skilled 11.83 2.85 14.68
Unskilled 10.00 2.05 12.05
Glazi,er
-Installs 81as$ in windows or on surfaces
Skilled 16.45 3.-40 19.BS
Semi-skilled 12.75 2.80 15.55
Unskilled 9.50 2.06 11.56
Mechanical Insulator
-Covers, seals, fits, rneaSW'eB, cuts, and attaches insulating materials
Skilled 17.12 3.58 20.70
S~mi-!lkilled 13;~O. 3.20 16.60
Unskilled 10.63 2.10 12.73
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P aintel'
-Applies various liquid coverings to surfaQes
Sldlled
Semi-,skilled
Unskilled
16.00 3.30
12.00, 2..90
9.00 2.00
19.30
14,90
1 LOa -
:Roofer
. -Covers roof with toofing ma~erials
Skilled : 17.2.0 4.10 21.30
Semi-skilled' 13.29 3.52' 16.81
Unskilled 9.96 1.88 11.84
Sprinkler Fitte;c .~, .
. -Installs end repaits fire pro~ection systems
Skilled 17.62 '4.00 21.62
Semi-skilled 14.05 3.44 17.49
UU9killed 10.25 3.00 13.25
Floor Coverer/Setter ::
. -Sets tile and terrazzo, applies pigment and marble, and lays carpet
. '. Skilled 16.00 3.50 19.50
Semi~skilled 13.00 3.00 16.00
Unskilled 10.00 2.50 12.50
.' Truck ,Driver
. -CDL-licensed to transport equipment, liquid, packaged or grllJ1ular dirt and
moves personnel .
Skilled 15.82 3.60 19.4Z.
S~m{-sldlled 12,95 2.95 15.90
Operating Engineer
. -Operates all types of power construction and heavy equipment
Skilled 19.005.15 24.15
Semi-skilled 13.63 3.94 17.57
Mechanical Tecbnician (HV AC.'Sheet Met'al)
-Fabricates, assembles, installsJ anq. .repairs sheet metal products and HV AC
equipment ;
Skilled 1&.81 4.50
Semi-skilled 14.19 3.33
Unskilled 1 () .20 2,10
23.31
17.52
12.30
Pipe Worker'(plwnb~. Pipefitter) ,
:., -Fabricates, assembles, installs and maintains piping and piping systems, fixtures
: and equipment for processing systems and drainage systems .
Skilled 19.55 4.90 24.45
Semi-skilled 14.42 3.70 18.12
Unskilled 10.95 2.49 13.44
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Proj7ctName:
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Common Wage Committee:
'Daled'~is day '-.D~e'If..- 2.>.- ~s:--
Representing tlle Governor ofIDdiana
. Indi.&!t2fk
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Awarding Agency (lndustry Rep.)
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North Parking Lot and Restroom Facility
@ 2006 Cripe Architects + Engineers
SECTION 01125 - SUMMARY OF MULTIPLE CONTRACTS
PART 1 - GENERAL
1.1 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.
1.2 SUMMARY
A. This Section includes a summary of each contract, including responsibilities for
coordination and temporary facilities and controls.
B. Specific requirements of each contract are also indicated in individual Specification
Sections and on Drawings.
C. Related Sections include the following:
1. Division 1 Section "Summary of Work" for the Work covered by Contract
Documents and for work sequence.
2. Division 1 Section "Project Work Rules" for use of the Project site and for
requirements for continued Owner occupancy of premises.
3. Division 1 Section "Project Coordination" for general coordination requirements.
4. Division 1 Section ''Temporary Facilities" for specific requirements for temporary
facilities and controls.
1.3 DEFINITIONS
A. Permanent Enclosure: As determined by Architect, permanent or temporary roofing is
complete, insulated, and weathertight; exterior walls are insulated and weathertight;
and all openings are closed with permanent construction or substantial temporary
closures.
1.4 COORDINATION
A. Project Coordinator shall be responsible for coordination between the General
Construction Contract and Site Construction Contract.
1. General Construction Contractor shall act as Project Coordinator.
SUMMARY OF MULTIPLE CONTRACTS
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1.5 PROJECT COORDINATOR
A. Project Coordinator: Full-time Project Coordinator shall be experienced in
administration and supervision of building construction and site work.
1. Coordination activities of Project Coordinator include, but are not limited to, the
following:
a. Provide overall coordination of the Work.
b. Coordinate shared access to work spaces.
c. Coordinate product selections for compatibility.
d. Provide overall coordination of temporary facilities and controls.
e. Coordinate. schedule, and approve interruptions of permanent and
temporary utilities. including those necessary to make connections for
temporary services.
f. Coordinate construction and operations of the Work with work performed
by each contract.
g. Prepare Coordination Drawings to coordinate work by more than one
contract.
h. Coordinate sequencing and scheduling of the Work. Include the following:
1) Initial Coordination Meeting: At earliest possible date, arrange and
conduct a meeting with separate contractors for sequencing and
coordinating the Work; negotiate reasonable adjustments to
schedules.
2) Prepare a combined Contractor's Construction Schedule for entire
Project. Base schedule on Preliminary Construction Schedule. Secure
time commitments for performing critical construction activities from
separate contractors. Show activities of each contract on a separate
sheet. Prepare a simplified summary sheet indicating combined
construction activities of contracts.
3) Distribute copies of schedules to Architect. Owner. and separate
contractors.
i. Provide construction photography.
j. Provide quality-assurance and quality-control services specified in Division 1
Section "Quality Control".
k. Coordinate sequence of activities to accommodate tests and inspections,
and coordinate schedule of tests and inspections.
I. Provide information necessary to adjust. move. or relocate existing utility
structures affected by construction.
m. Locate existing permanent benchmarks. control points, and similar
reference points. .and establish permanent benchmarks on Project site.
n. Provide field surveys of in-progress construction and site work and final
property survey.
o. Provide progress cleaning of common areas and coordinate progress
cleaning of areas or pieces of equipment where more than one contractor
has worked.
p. Coordinate cutting and patching.
q. Coordinate protection of the Work.
SUMMARY OF MULTIPLE CONTRACTS
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r. Coordinate preparation of Project Record Documents if information from
more than one contractor is to be integrated with information from other
contractors to form one combined record.
s. Print and submit Record Transparencies if installations by more than one
contractor are indicated on the same Contract Drawing or Shop Drawing.
t. Collect Record Specification Sections from other contractors, collate
Sections into numeric order. and submit complete set.
u. Coordinate preparation of operation and maintenance manuals if
information from more than one contractor is to be integrated with
information from other contractors to form one combined record.
2. Responsibilities of Project Coordinator for temporary facilities and controls include,
but are not limited to, the following:
a. Provide portable toilets for common-use.
B. Site Contract Coordinator: Full-time Site Coordinator shall be experienced in
coordination of site construction, including coordination of type of operations required
for this Project.
1. Coordination activities of Site Coordinator include, but are not limited to, the
following:
a. Schedule and sequence of site construction activities.
b. Coordinate sharing access to work space by Site Contractor.
c. Coordinate protection of Site Contractor's work.
d. Prepare Site Coordination Drawings.
e. Coordinate tests and inspections for site work.
f. Coordinate site temporary services and facilities.
1.6 CONTRACTS, GENERAL
A. Extent of Contract: Unless the Contract Documents contain a more specific description
of the Work, names and terminology on Drawings and in Specification Sections
determine which contract includes a specific element of Project.
1. Unless otherwise indicated, the Work described in this Section for each contract
shall be complete systems and assemblies, including products, components,
accessories, and installation required by the Contract Documents.
2. Local custom and trade-union jurisdictional settlements do not control the scope
of the Work of each contract. When a potential jurisdictional dispute or similar
interruption of work is first identified or threatened, affected contractors shall
negotiate a reasonable settlement to avoid or minimize interruption and delays.
3. Trenches for the Work of each contract shall be provided by each contract for its
own Work.
4. Cutting and patching for the Work of each contract shall be provided by each
contract for its own Work.
5. Within five working days after preliminary horizontal bar-chart-type construction
schedule submittal has been received from Project Coordinator, submit a
matching preliminary horizontal bar-chart schedule showing construction
operations sequenced and coordinated with overall construction.
SUMMARY OF MULTIPLE CONTRACTS
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B. Substitutions: Each contractor shall cooperate with other contractors involved to
coordinate approved substitutions with remainder of the Work.
C. Temporary Facilities and Controls: In addition to specific responsibilities for temporary
facilities and controls indicated in this Section and in Division 1 Section "Temporary
Facilities"; each contractor is responsible for the following:
1. Installation, operation, maintenance, and removal of each temporary facility
usually considered as its own normal construction activity, and costs and use
charges associated with each facility.
2. Plug-in electric power cords and extension cords, supplementary plug-in task
lighting, and special lighting necessary exclusively for its own activities.
3. If deemed necessary, Its own field office, complete with necessary furniture,
utilities, and telephone service. '
4. Its own storage and fabrication sheds.
5. Temporary enclosures for its own construction activities.
6. Special or unusual hoisting requirements for its own construction activities,
including hoisting loads in excess of 2 tons (2000 kg), hoisting material or
equipment into spaces below grade, and hoisting requirements outside building
enclosure.
7. Waste disposal facilities, including collection and legal disposal of its own
hazardous, dangerous, unsanitary, or other harmful waste materials.
8. Progress cleaning of its own areas on a daily basis.
9. Secure lockup of its own tools, materials, and equipment.
10. Construction aids and miscellaneous services and facilities necessary exclusively
for its own construction activities.
D. Temporary Heating, Cooling, and Ventilation: The General Construction Contract is
responsible for temporary heating, cooling, and ventilation, including utility-use
charges.
E. Use Charges: Divide cost of providing and using common-use temporary services and
facilities, including use charges, among the General Construction Contract and Site
Contract. The Contract Sum of each contract shall include cost of providing and using
temporary services and facilities, including use charges.
F. If it becomes necessary to refer to the contract documents to determine which prime
Contract includes a specific element of required work, begin by referring to the prime
Contracts, themselves; then if a determination cannot be made from the prime
Contracts, refer, in the following order. to the Supplemental Conditions, followed by the
Division 1 Specifications, and finally the drawings and other sections of the
Specifications.
1. IF AFTER REFERRING TO THE CONTRACT DOCUMENTS IT CANNOT BE CLEARLY
DETERMINED WHICH PRIME CONTRACTOR WILL PERFORM A SPECIFIC ITEM OR
REQUIRED WORK, THEN, THAT ITEM OF WORK WILL BE INCLUDED AS PART OF THE
PRIME CONTRACT FOR GENERAL CONSTRUCTION WORK.
SUMMARY OF MULTIPLE CONTRACTS
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1.7 GENERAL CONSTRUCTION CONTRACT
A. Work in the General Construction Contract includes, but is not limited to, the following:
1 . Foundations, including footings and foundation walls.
2. Slabs-on-grade, including earthwork, subdrainage systems, and insulation.
3. Below-grade building construction, including excavation, backfill. and thermal
and moisture protection.
4. Superstructure, including floor and roof construction.
5. Exterior closure, including walls, doors and windows.
6. Roofing, including coverings, flashings roof specialties and openings.
7. Interior construction, including partitions, doors, interior windows, and fittings,
unless noted by Owner.
8. Interior finishes.
9. Equipment, including restroom accessories, unless noted by Owner.
10. Mechanical. electrical and plumbing systems.
11 . All work associated with the Restroom Facility and Pedestrian Walkways with lights
leading to it.
1 2. Seeding and erosion control for both sites.
B. Temporary facilities and controls in the General Construction Contract include, but are
not limited to, the following:
1 . Temporary facilities and controls that are not otherwise specifically assigned to
the Site Contract or Greenhouse Contract.
2. Unpiped temporary toilet fixtures, wash facilities, and drinking water facilities,
including disposable supplies.
3. Temporary enclosure for building exterior, except as indicated.
4. Temporary roads and paved areas.
5. Dewatering facilities and drains.
6. General hoisting facilities for materials and personnel, up to 2 tons (2000 kg).
7. Project identification and temporary signs.
8. General waste disposal facilities.
9. Pest control.
10. Temporary stairs.
11. Temporary fire-protection equipment.
12. Barricades, warning signs, and lights.
13. Site enclosure fence.
1 4. Covered walkways.
15. Security enclosure and lockup.
1 6. Environmental protection.
17. Erosion control measures for both sites.
1.8 SITE CONTRACT
A. Work in the Site Contract includes, but is not limited to, the following:
1 . Site preparation, including cleaning and earthwork.
2. SHe improvements, including roadways, parking lots, pedestrian paving, site
development furnishings and equipment and landscaping.
3. Tunnels for site utilities.
SUMMARY OF MULTIPLE CONTRACTS
PATH: 0:\ 1999\ 990433\ 10400\Specs\01125.DOC
01125-5
....VAI.......I '-"1'\,,11 \"IClloiJ
. .
North Parking Lot and Restroom Facility
@ 2006 Cripe Architects + Engineers
4. Site water supply and distribution.
5. Site sanitary sewer.
6. Site storm sewer.
7. Site fuel distribution.
8. Site special plumbing systems.
9. All work associated with this North Parking Lot including Pedestrian Walkways
leading to Parking Lot.
10. Finish grading of the disturbed areas. Seeding and erosion control to be provided
by General Construction Contract.
B. Temporary facilities and controls in the Site Construction Contract includes, but are not
limited to, the following:
1. Unpiped sewers and drainage, including drainage ditches, dry wells, stabilization
ponds and containers.
2. Erosion control to be provided by the General Construction Contract.
PART 2 .. PRODUCTS (Not Used)
PART 3 .. EXECUTION (Not Used)
END OF SECTION 01125
SUMMARY OF MULTIPLE CONTRACTS
PATH: 0:\ 1999\990433\ I0400\Specs\OI125.DOC
01125-6
/6.44
,,,'
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-
---
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2"W
2"W
----------
en.
,~
''''r CONNECT TO EXISTING 8' WATER MAIN
WITH 2" TAPPING SLEEVE AND VALVE.
EXISTING LINE TO BE WET TAPPED.
en. '-, COORDINATE WITH VEOUA WATER. BE
~ '-...... AWARE OF OTHER EXISTING UTR.ITIES IN
~ THIS AREA WHILE PERFORMING THIS
-----W.Q13K. ___ -
., " m"o,"""" COCAnoR OF
:l: EXISTING 8' WATER MAIN.
CONTRACTOR TO FIELD VERIFY
L..QCA TION PRIOR TO
- CONSTRUCTIOril
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TITLE-
ADDENDUM
~. -
Cripe
- ~
1-REFERNCE
TO
SHEET
C20
Architects + Engineers
Sobb>s...o..tgn.....,... .
7172 GRAHAM ROAD
INDIANAPOLIS, INDIANA 46250
(317) 842-6777 FAX (317) 841-4798
E-Mail cripe@cripe.biz
Dote:
12-11-(
1 "=40'
. ARCHITECTURE
. CIVIL /TRANSPORTATION ENGINEERS
. LAND PLANNING
. LAND SURVEYING
. GIS
SCALE:
PROJECT NO:
990433-10400
-,
NOTE: CASTING SIW1 BE IHSTAillD SO lHAT
THEY DO NOT CONTACT 1HE LATERAl. OR
LAl!JlAl. C.l.P.
llIHIlIUIl I" a: YAXIIMl 4'
20" W:STAl CASTING 'MlH 12"~ UDCl.EARAH" FllaJ Ta> (J'
lDTERfll 'SOEJl" 'MlH CN' TO BOTTOM (J' CASTING
PENTAGONAl. Ba.T/l.OCl< I .
Ha>E PIPE TO EXTEND 6" P~ \ ~ I FlHAI. ~
Il1II1IlUII J' A80~ STIllE \ -~ ~
H
NOTE: CONCIlE1E APRlIl AND CASTlHG 9IH.lllE
1NST#UBl SO lHAT 1HEY DO NOT
CONTACT 1HE LATERAl. OR LATERAl. CAP.
NEENAIf R-Ig72-Al al EAST JalDAN V-1SO\-1
YIllH SEllER ON CASTING .
NOTE:All SlAB AND ClAIIt SPA"
CONNECTIONS WST BE A NlffiIIU\l
(J' 3" BELOW 1HE FOOTER AND ElIIT
1HE BUIlDIHG AT 1HE FRONT (J'
1HE SlRUClURE TO PROIlOE 1HE
SHORltST. YOST lXRECT ROOT[
FROH 1HE IIUILOIIlG TO 1HE
EXIST11lG LATERAl. STUB.
6" FROII TIJ' Of PIPE TO BOTTOM
Of METER PlT. CONTRACTOR SHAll.
NOT AllOW METER PIT TO CCl'ITACT
LATtRAl.jrEE-WYE CONCRETE CN'.
lEIlPORART \
GUJED eN'
(5" X S' X S1lEE-WlE
5" IIIH1t.tlJII. SEE SAHlTART
SE1lER TRENCHING, 8EDOlNG
AND BAO<FI1. llETAl.
s" . ~" REOtJtal GUJED YIl1lllH r (J' 1HE FOONllATlON
OR GASGElED OUTSlllE Of 1HE FOONllATlON
S" SOER LATERAl.
f8 STONE BB.OW CONtRE1E
Al'RON TO PRE\elT
SETTUNG. EXlBlD 10
UNIllS1IJRlBI [ARlH. (IlAROSCAPE SURfACES AND All OlHER INSTAI.lA1IOHS
IlEltIlD 1IIlEE FEET (J' 1lUIlDNG)
." ..._..____wo ..........__ _______.._]
~ I NOlE:TOP (J'CAS1IHG al C1EAIfOOTC.l.P SHAU. EXIOO D.2ll f~;~~-;;;~~;;-~ ~OOTS" --;
! "=~OR ~~~A~ lRWS~ ":" I ARE 10 BE S" SOIl J5 GASCETEO PIPE All aLlNO\JT RTTlNGS I
: ENGIIeR. SAIlITARY SE1eI CAS1INGS m aLlNOOTS MUST NOT ARE 10 BE SOIl 26 ,
, I BE YIl1Hlll ONE (I) FOOT HlRZOHTAI. asTAHCE (J' AllY PAlm I i
, ,_~~ .SURfACES.. .. ... __. ... _. . _... ! :
5" SE1eILAlERAl
CLEANOUT TYPE 2
(GRASS OR lANOSCAPE SlJRFACES
IlEYOHO lHREE FID' (J' BUIlDING)
CLEANOUT TYPE 1
((JIlT lANDSCAPED SURFACES 1lI1H1N
tHREE FEET CF BUIlDlHG)
TYPICAL CLEANOUT DETAILS
NOTE: CONTRACTOR TO USE THESE CLEAN-OUT DETAILS RATHER THAN THE PREVIOUSLY
SPECIFIED SA-1 A AND SA-1 DETAILS.
TITLE.
ADDENDUM
r _
Cripe
- ./
ArchItects + Engineers
SclutlQns by DesIgn SInce 1937
1-REFERNCE 1 OF 3 TO SHEET C202
7172 GRAHAM ROAD Date: 12-11-(
. ARCHITECTURE
INDIANAPOLIS, INDIANA 46250 . CIVil [TRANSPORTATION ENGINEERS
. LAND PLANNING SCALE: NA
(317) 842-6777 FAX (317) 841-4798 . LAND SURVEYING
E-Mail cripe@cripe.biz PROJECT NO:
. GIS 990433-1040C
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TITLE.
ADDENDUM
~ -
Cripe
- ./
Architects + Engineers
Sclul!ons by DesIgn SInce ,.37
CLAY TOWNSHIP REGIONAl. WASiE aSTRICT
SUMMARV~l.A"'blINST.ALLAT1ON ~L.R~
1. NI hausa. buklngs. dc.. st13Il conned lathe QslrICl's $al'Ibrylewet 5Y*m wIhln acmys oI'nCCi= DrOWkIno I S_
Iswt:hln300 I'aeI. fcrHamltCl CountyCl'100feelk:t8oClneCcunt)'dlhe~lne. OnIyt:rletlulllinglnB)'c::nnf!CIto
the JeWel' msIn perlllentl unless c:theN.111e IPPl'CNeclbyltle 0t5IrId..
2 Nofaundlton cr other stc:rm water drU\s shaD be h1enxnm:tecS to e.c sewer lIlerallna.Bed Ind ccnneded to !he
Dslricrs sanitary sewer.
3. The IfJ:is&1Ds_...lne~th'~Dtolh. :JePlictankrneyQnl)'bevudlfltslocatecfUfldet '~acscIlian.patjo.
pordI CI' p...w dri~, Nr luti. tc:QUired to shOW' f aececuble fer Ill-USC. The property CIWnCf shalbear the ccsl of
IIlt=stftg,1beOlstrid.lnspecterrnu1lbecnsilll!fcrhdurdllfldlhelirll${.
4, The o-ner CIl' ~CII:I' stI.. nctlfyU'le Ds:rlCl ~to -ema thelmtalelf1Bterelsothst ltIe Olstl\d. eM lNlce Irl
~CXllodelelmin.o:nd.-.ce-.llhtleDislricrs_Ul.~ !i!Uc:bndilc:eticnIhdbe mIlde24 hcurs
prtarlothenccdlr:rthelnspedion. ll'Vl.ctlnspccllcln tals InclesccClndlnspecllc:n lsl"ctCJll'ed. orr:cntrwcCl'lsnCil en SIle
farsd'l.~cdhspcctlcn.CI'failstocancelln$pectlon.ltl Iddlicnalft:eClfS1OCl.OOwll bcCle, This must be Dlidpriarla
ItlcllmedthcfolOVl'uplnSPCdlcn.
5. Pr~ownCBaretleretJy acMsed flat the CCUI!)' Boan:l Of Heelll rcgulll:es the q)Cl'lItIllfl ancl mantenance oIPJlNI
sewage lisposal (seplieJ syslem$. ~ Count)'Ordnance pl'QIo'icleSlnpart ltta. upon t'CI'IfteQicn 10 I putIfic _.'
sepliclan!c-...stlal bce~ed end 1Iled WIh artlcn maled.stt I Slfe end senltIry InIImlcr: Aelse CO'ltKt the
~lc O:luntyElCllrrJdHeeIlh torbtherlnfOC1l'lllion,
6. Acccplable Roe MalerWr.
PVC PIPE: SOR 35. ASTM Q.303.4, SIXINCH PIPE
PVCPlPE: SOR21.A5TMD-241.SlXINCHPlPE
GASKETS JOINTS ASTM 0 3212
GASKETS ASTM F-4n
F1TTINGS~ SDR-2S
DUCTILE IRON Ms:::HANICAl. COUPUNG WTH PROPER FrrTlNGS.
ClEAN OUTS TO BE LOCATB:! THREE FEeT \'\1THlN THE FOUNDATION AND
NO MORe-THAN 100 FEET' APART.
7. BeddIng:-
USI!! Number B crushed stone or Number 8 frac:tLIred face aggregate
FDI material Is to be placed tRIm S indies below to S ind'les above the pipe
Thetrendl should be. minimum or18 Inches wide
8. Leterals shill be Installed no doser then 20 feet fr'DrII water wdIs lWeSS PVC p"euur.;radc llge is used meeting SDR
2181ldASTM 0.2241. htypraposedlnstllltlfcnrequlr\ngpteS$Ul"e ~ shIIIbc reviNe:lend s02pledbyltlcOrstrid:
endlfto Clntcl's ~eer DrIorlD lMf.nallon.
9. Where. trBnslIcn Isrmocfe between SDR35 p/JM al\d paU'e I7lde SOR 21 ~. aClc&le h:rt vaskelcd mechanical
eouFf!ngslutlbeusecl.
1D.latcnlssllaDtern*IalcwllttIn3I:dc:lthetdldinDUt1CSSltlecondtia\slnkm#3lbO\11i::ltemd NDrluf'dninP.VUln!!e
Wdalert........... """'tM_ hmrbI"- _lit
11. AddiIcnclInIc:1mwticn en DistJfd 5tandan:lsend spedficeticnsmaybcobta/neCl trcmlhc District's oIIce durhg bushess
houl's at 8:00a.m. to.:30 p.m. Ucnday lhr'algh Friday ,Ill Oistrid $landards an be lecated c:.'I CUI' wdl de at
htID.11www eIrwd rrrJI
Clay Township Regional VVaSlIr Di$tict
10701 Ncx1h College Suite A.
Indi:anapolis. Indona .4S200
Phone: 844-9200 Fa: 644.9203
12. ScptIel'llluentlb!!!..t!sllbepuoTlpedoutlntolheAlntaryR'Oo"Ct'system.
13. n.Okdrlet !lMft1nt:rt-' ALL Went!!:, Ple8se call the DsIrid cIlIccel844-92DO 2. rw:urspriDrlollme ofinspeclio1.
14. ContI'llClDl"!l:dteIll_1.__oIIdVlfntltwenllrellPnnthDftfwbrer:al \/lohllstabeplaccdcntop'llt:thelatel1ll.
lhcOiAic:l:ln1pectorwllYCrffypl2~orthewlre. Mer IInptctilln. bedtlngls to be ptBctd cn top.
15. c:ea befcn:)'CO cf;. IuPPS 1-aOO'38MS,t.... hl:u"s prior 10 cfPD.
Ultr"-re1l.01-13-06cf
1-REFERNCE
OF
2
3
TO
SHEET
C202
7172 GRAHAM ROAD
INDIANAPOLIS. INDIANA 46250
(317) 842-6777 FAX (3 J 7) 841-4798
E-Mail cripe@cripe.biz
Dote: 12-11-(
ARCHITECTURE
CIVIL /TRANSPORTATION ENGINEERS
LAND PLANNING
LAND SURVEYING
GIS
.
.
.
.
.
SCALE: NA
PROJECT NO:
990433-10400
CONCRETE TRAIL
/
~\.~~~)<'<
;("'~~
.,.~y:>,//
'{0~:,
EXISTING fAR1H
AREAS UNDER CONCRETE 1RAIl
(MECHmICAl COI.4PACTIOIl
N...".--..... TO 95% PROCTOR OENSI1Y)
v~
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PVC & HOPE
~
'. ;'L~:;'L'.f~~~J..
MlNIt.lUM WlDTH= J;~
1 25(00 I + 12'p f AREAS NOT SUBJECT TO VEHICUlAR TRAFFlC MAY
. -" - . _, j' BACKFlU.ED WITH CI.fAN FIll MAlIRlAL. FREE OF
12 Y ROCKS, FROZEN SOIL WOOD OR OTHER
.. , EXTRANEOUS MATERIALS.
~~~ ."-
COMPACTED NO.53 STONE "'\ LJ~
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g'~[.-.jr:~7~~~31LJC l::;'f~'l"l:~~ ~~}f'" ~ ilf ti < '. ~,:"
NO SCALE
PVC & HOPE
TITLE.
ADDENDUM 1-REFERNCE
~ -
Cripe
~.J'
3
OF 3 TO SHEET C202
7172 GRAHAM ROAD
INDIANAPOLIS. INDIANA 46250
(317) 842-6777 FAX (317) 841-4798
E-Mail cripe@cripe.biz
Architects + Engineers
SoIvUcns byCeslgnSZl"lCl! 1937
. ARCHITECTURE
. CIVIL /TRANSPORTATION ENGINEERS
. LAND PLANNING
. LAND SURVEYING
. GIS
Dote: 12-11 -(
SCALE: 1 "=40'
PROJECT NO:
990433-1040C
--
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~. -
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~
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----- -
....
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NOTE. CONTRACTOR CAN USE EXISTING GRAVEL FROM NORTH PARKING
lOT IF COORDINATED WITH OWNER PRIOR TO CONSTRUCTION. IF MORE
STONE IS REQUIRED FOllOW DETAil EC-26 ON SHEET C402. GRAVEL
ST AGING AREA TO BE REMOVED AND HYDRO-SEEDED AFTER
CONSTRUCTION. IF TEMPORARY ACCESS ROAD DESTROYS THE EXISTING
GRASS. CONTRACTOR IS REQUIRED TO HYDRO-SEED THAT AREA AS WEll.
",
TITLE.
Arc:hitects + Engineers
. ScklCIons brtle:09lSh:81!l37
7172 GRAHAM ROAD
INDIANAPOLIS. INDIANA 46250
(317) 842-6777 FAX (317) 841-4798
E-Mail cripe@cripe.biz
L_._.....
.:
~
50'
C401
Date:
12-11-0
1"-50'
. ARCHITECTURE
. CIVIL {TRANSPORTATION ENGINEERS
. LAND PLANNING
. LAND SURVEYING
. GIS
SCALE:
PROJECT NO:
9904.3.3-10400
.
>1
1. PREPARE SOIL BEF'ORE INSTALLING BLANKETS. INCLUDING APPLICATION OF LIME.
FERTILIZER. AND SEED.
2. BEGIN AT THE TOP OF THE CHANNEL BY ANCHORING THE BLANKET IN A 6"DEEP
x 6'WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING.
3. ROLL CENTER BLANKET IN DIRECTION OF WATER FLOW ON BOTTOM OF CHANNEL.
4. PLACE BLANKETS END OVER END (SHINGLE STYLE) WITH 6"OVERLAP. USE A
DOUBLE ROW OF STAGGERED STAPLES 4" APART TO SECURE BLANKETS.
5. FULL LENGTH EDGE OF BLANKETS AT TOP OF SIDE SLOPE MUST BE ANCHORED
IN 6"DEEP x 6'WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER
STAPLING.
6. BLANKETS ON SIDE SLOPES MUST BE OVERLAPPED 4" OVER THE CENTER BLANKET
AND STAPLED.
7. IN MEDIUM/HIGH FLOW CHANNEL APPLICATION. A STAPLE CHECK SLOT IS RECOMMENDED
AT 30 TO 40 FOOT INTERVALS. USE A ROW OF STAPLES 4" APART OVER ENTIRE
WIDTH OF THE CHANNEL. PLACE A SECOND ROW 4" BELOW THE FIRST ROW IN A
STAGGERED PATTERN.
B. THE TERMINAL END OF THE BLANKETS MUST BE ANCHORED IN A 6"DEEP x 6"WIDE
TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING.
A A
~~~ CRITICAL POINTS ~V6
C A. OVERLAPS AND SEAMS C.
B. PROJECTED WATER LINE
C. CHANNEL BOTTOM/SIDE
SLOPE VERTICES.
NOTE: HORIZONTAL STAPLE SPACING SHOULD BE ALTER IF NECESSARY TO ALLOW
STAPLES TO SECURE THE CRITICAL POINTS ALONG THE CHANNEL SURFACE.
REFER TO GENERAL STAPLE PATTERN GUIDE ON EROSION CONTROL
DETAIL EC-14 FOR CORRECT STAPLE PATTERN RECOMMENDATIONS
FOR CHANNELS.
HANNEL EROSION CONTROL BLANKET
EC-17 NO SCALE
TITLE. ADDENDUM
REFERENCE 1 OF 2
1
TO SHEET
7172 GRAHAM ROAD
INDIANAPOLIS. INDIANA 46250
(317) 842-6777 FAX (317) 841-4798
E-Mail cripe@cripe.biz
Architects + Engineers
Sclu1Ions byDedgn Slna> 1937
NOTE; CONTRACTOR TO ADD 600 SY
(SQUARE YARDS) OF OVERLOT SEEDING TO
THE BUDGET DUE TO WATERLINE AND
SWALE REVISIONS.
CONTRACTOR TO INSTALL NORTH AMERICAN
GREEN BLANKET S75 OR ENGINEERED
EQUAL 3' EACH WAY OF CENTERLINE OF
SWALE FOR 6' TOTAL WIDTH. USE STAPLE
PATTERN B.
NOTE: SEED EARTH PRIOR TO INSTALLING
BLANKET.
C402
Dote:
12-11-06
SCALE:
NA
PROJECT NO:
990433-10400
. ARCHITECTURE
. CIVIL / TRANSPORTATION ENGINEERS
. LAND PLANNING
. LAND SURVEYING
. GIS
Filtrexx@ DitchChexx™
Wooden Stake(r.r)
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1l!YCl'J'5'lineall
&CUI Sock M3terfal
ID be- DraMlln and
llldOfflDSbkur:
IlothEnds
Drainage
Ditch/8wale
......
1. All mattrt:af to mntFlftrt::08sptdlicatlCJft$.
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EnliPneer.
Fillrexx@ FilterSo:o: T.
Filtrexx@ FilterSoxx™ Section
CONTRACTOR TO SUBSTITUTE THE F1LTREXX DITCHCHEXX IN PLACE OF THE
ROCK DONUTS AS DENOTED PER PLAN.
TITLE.
ADDENDUM
~. -
C~IRe
Architects + Engineers
.........."""'"'.....,"'"
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.
NOTE: CONTRACTOR TO NOT INSTALL ANY SILT FENCE AND TO REMOVE FROM SLOPE OF SERVICE AND ADD
INlET PROTECTION AROUND THE TWO (2) INLETS TO THE NORTH OF THE PARKING AREA.
r I r I. t
3' 2
~ 4' I
3'Y .5'i. 3' ---L.5' 4' X 4' -'1-20~ X
6' r L L
J'--=! X X X
X 4' X X X X X
A B C 0
X X X X
X X X
1 STAPLES PER SQ. YD. 1.5 STAPlES PER SO. YD. 2 STAPLES PER SO. YD. 3.5 STAPLES PER SO. YD.
C
B
C C
B C 0
A
A B B
300
275
g 250
:z:
~ 225
~ 200
o
vl 175
150
125
100
75
50
25
It.
4:1
3:1
2:1
NO SCALE
5T APLE PATTERN GUIDE
SLOPE GRADIENT
1-REFERNCE 2 OF 2 TO SHEET
7172 GRAHAM ROAD
INDIANAPOLIS, INDIANA 46250
(317) 842-6777 FAX (317) 841-4798
E-Mail cripe@cripe.biz
. ARCHITECTURE
. CIVIL /TRANSPORTATION ENGINEERS
. LAND PLANNING
. LAND SURVEYING
. GIS
1:1
LOW MED/HIGH
FLOW FLOW
CHANNEL CHANNEL
AND
SHORElINE
C402
Dote: 12-11-0
SCALE: NA
PROJECT NO:
990433-10400