HomeMy WebLinkAbout15.A.1. Approving Revised Specs and Standard Detail Plates for Street and Utility Construction-Res. No. 6028
CITY OF SHAKO PEE /Sfr / I
Memorandum
TO: Mayor & City Council CONSENT
Mark McNeill, City Administrator
FROM: Bruce Loney, Public Works Director
SUBJECT: Approving Revised City of Shakopee Specifications and
Standard Detail Plates for Street & Utility Construction
DATE: March 16, 2004
INTRODUCTION:
Attached is Resolution No. 6028, a resolution which adopted the City of Shakopee's
Standard Specifications for construction of roadways and utilities~
BACKGROUND:
The City of Shakopee has had Standard Specifications for Street and Utility construction
since 1980. Periodically, these standards need to be updated and revised due newer
standards and newer technology in the area of constructing streets and utilities.
Staff has had this as a project to revise the specifications and standards detail plates in
order to become more current as with other surrounding developing Cities. These
specifications are also utilized by many consultants who work for other Cities so these
specifications are very much standard throughout the Metropolitan area. It is staff s
intent that these general specifications and detail plates will be reviewed each year and
changes be made as necessary to keep up with the current standards and modifications in
the construction of public improvements.
These new revised specifications and detail plates will provide much clearer instructions
to the developers and contractors on what is required for public improvements in the City
of Shakopee. Specifications are utilized throughout the Metropolitan area, yet
incorporate the City of Shakopee's standards of past years. Staff is recommending that
this resolution be adopted so these specifications and standard plates can be utilized for
the 2004 construction season. Staff would also recommend that these specifications and
detail plates be reviewed on an annual basis to incorporate new changes in current
standards and technology for construction of public infrastructure.
ALTERNATIVES:
1. Approve Resolution No. 6028, which adopted the City of Shakopee's Standard
Specifications and Standard Detail Plates for Street and Utility Construction.
2. Do not approve Resolution No. 6028 at this time.
3. Approve Resolution No. 6028, with revisions by City Council.
4. Table for additional information.
RECOMMENDATION:
Staff would recol11l11end Altel11ative No.1, to approve Resolution No. 6028, which adopts
the City of Shakopee's Standard Specifications and Standard Detail Plates for Street &
Utility Construction.
ACTION REQUESTED:
Offer Resolution No. 6028, A Resolution Adopting Standard Specifications and Standard
Detail Plates for Street and Utility Construction and move its adoption.
k~?tt
Public W 0 Director
BlJpmp
ENGRlEMPLOYEEFOLDERlPATPENNINGTON/CQUNCIUSPECS
RESOLUTION NO. 6028
A RESOLUTION ADOPTING STANDARD SPECIFICATIONS
AND STANDARD DETAIL PLATES
FOR STREET AND UTILITY CONSTRUCTION
WHEREAS, the Shakopee City Council adopted Ordinance No. 34 ofthe Fourth Series
and Ordinance No. 136 ofthe Fourth Series, amending Shakopee City Code and providing for
the adoption and approval by resolution of standard specifications, and details for roadway
construction and reconstruction, sanitary sewers and storm sewers; and
WHEREAS, the Council has reviewed the proposed specifications and detail plates for
street and utility construction.
BE IT THREFORE RESOLVED BY THE SHAKOPEE CITY COUNCIL, that it hereby
approves and adopts by reference the following standard specifications and details dated March,
2004, to-wit:
1. General Specifications and Standard Detail Plates for Street and Utility Construction
BE IT FURTHER RESOLVED, that copies ofthe Standard Specifications Manual shall
be kept in the office ofthe City Engineer and open for reference at all times.
BE IT FURTHER RESOLVED, that Resolution Numbers 1514,2186,2521,3041,4224,
and any other resolutions inconsistent herewith are hereby repealed.
Adopted in session of the City Council of the City of Shakopee,
Minnesota held this day of ,2004.
Mayor
ATTEST:
City Clerk
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I City of Shakopee
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I General Specifications and
Standard Detail Plates
.1 For
Street & Utility Construction
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I SHAKO PEE
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I March 2004
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I City of Shakopee
129 Holmes Street South
Shakopee, Minnesota 55379-1328
I Phone: 952-233-3800
Fax: 952-233-3801
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I Copyright @ The City of Shakopee Public Works I Engineering Department 2004
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I CERTIFICATION
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I I hereby certify that this plan, specification, or report was prepared by me
or under my direct supervision and that I am a duly Licensed Professional
I ENGINEER under the laws of the State of Minnesota.
I Bruce Loney, P.E.
I Date: March 11, 2004 Lic. No. 17590
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I CITY OF SHAKOPEE GENERAL SPECIFICATIONS AND STANDARD CERT
DETAIL PLATES FOR STREET & UTILITY CONSTRUCTION
m TABLE OF CONTENTS
I
CERTI FICA TION
I TABLE OF CONTENTS
STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT
I (EJCDC C-700, 2002 EDITION)
SUPPLEMENTARY GENERAL CONDITIONS
I DIVISION 1 - SUPPLEMENTARY GENERAL REQUIREMENTS
DIVISION 2 - SUPPLEMENTARY SPECIAL PROVISIONS
I APPENDICES
I APPENDIX A STANDARD DETAIL PLATES
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I CITY OF SHAKOPEE GENERAL SPECIFICATIONS AND STANDARD TOC
DETAIL PLATES FOR STREET & UTILITY CONSTRUCTION
..d_~'
I This document has important legal consequences; consultation with an attorney is encouraged with respect to its use or
modification. This document should be adapted to the particular circumstances of the contemplated Project and the
Controlling Law.
-
g STANDARD
D GENERAL CONDITIONS
OF THE
0 CONSTRUCTION CONTRACT
Prepared by
D ENGINEERS JOINT CONTRACT DOCUMENTS COMMITTEE
m and
Issued and Published Jointly By'
I ---- _ National SocIety of
ACEC ASCE American Society
Professional Engineers
I AMERICAN COUNCIL Of' ENC!NItEIUNC COMrAN'ES . . . Professional Engineers in Private Practice of Civil Engineers
I PROFESSIONAL ENGINEERS IN PRIVATE PRACTICE
a practice division of the
NATIONAL SOCIETY OF PROFESSIONAL ENGINEERS
I AMERICAN COUNCIL OF ENGINEERING COMPANIES
I AMERICAN SOCIETY OF CIVIL ENGINEERS
I This document has been approved and endorsed by
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I The Associated General Contractors of America
I ~ . Knowledge for CreaUng
and Sustaining
the Built environment
I Construction Specifications Institute
I EJCDC C-700 Standard General Conditions of the Construction Contract.
Copyright@2002 National Society of Professional Engineers for EJCDC. All rights reserved.
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Copyright @2002 I
National Society of Professional Engineers
1420 King Street, Alexandria, VA 22314 I
American Council of Engineering Companies
1015 15th Street, N.W., Washington, DC 20005 I
American Society of Civil Engineers
1801 Alexander Bell Drive, Reston, VA 20191-4400
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These General Conditions have been prepared for use with the Suggested Forms of Agreement Between Owner and I
Contractor Nos. C-520 or C-525 (2002 Editions). Their provisions are interrelated and a change in one may necessitate a
change in the other. Comments concerning their usage are contained in the EJCDC Construction Documents, General and I
Instructions (No. C-001) (2002 Edition). For guidance in the preparation of Supplementary Conditions, see Guide to the
Preparation of Supplementary Conditions (No. C-800) (2002 Edition).
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EJCDC C-700 Standard General Conditions of the Construction Contract. I
Copyright @ 2002 National Society of Professional Engineers for EJCDC. All rights reserved.
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I TABLE OF CONTENTS
I Page
I ARTICLE 1 - DEFINITIONS AND .TERMINOLOGY............................................................................... ................................ 6
1.01 Defined Terms................................... ..................,.. ......................... .... ....,........... ........................ ............ .,..... ...... .... 6
1.02 Terminology...... ....... ............ ........................ ........ .............. .................. ........ ....... ............................................ ......... 8
ARTICLE 2 - PRELIMINARY MATTERS ...........................................................................................................................~... 9
I 2.01 Delivelyof Bonds and Evidence of Insurance .........................................................................................................9
2.02 Copies of Documents ...............................................................................................................................................9
2.03 Commencement of Contract Times; Notice to Proceed ...................................................................:....................... 9
I 2.04 Starting the Work............... ........... .................................... ...... .................. ............. ...... .............. ..... .................... .....9
2.05 Before Starting Construction ...... .... ......... ........ ....... ...... ........ .......... ...... ............ ... ...... ...... ...... ...... ....... ........ ..... .., ..... 9
2.06 Preconstruction Conference.. ... ....... ................. ..................... ....... ......... ...... ........... .... ............ .... ...... ....... ...... ....... ... 9
2.07 Initial Acceptance of Schedules................. .......... ........... .............. ........ ............. ........ .................................. ............. 9
I ARTICLE 3 - CONTRACTbOCUMENTS: INTENT, AMENDING, REUSE ...........................................:..........................10
3.01 Intent... ................ .......... ......... ................... ....... ..... ..... ............. ..... ......... ...................... ............................... .... ........ 10
3.02 Reference Standards ......... ....... ............. ........................ ........ ..... .............. ............. .................:........................ ........ 10
I 3.03 Reporting and Resolving Discrepancies .................................................................................................................10
3.04 Amending and Supplementing Contract Documents ........................................,............................................,....... 11
3.05 Reuse of Documents........ ............ ........ ................................................. ...................................... ............ ...:..... ....... 11
3.06 Electronic Data... ................................. ...................... ........ .......... ........ .................. ............... ...... ............... .............. 11
I ARTICLE 4- AVAILABILITY OF LANDS; SUBSURFACE AND PHYSICAL CONDITIONS; HAZARDOUS
ENVIRONMENTAL CONDITIONS; REFERENCE POINTS................................................................................................11
4.01 Availability of Lands ..................................... ................................................. .... .......... ......... .............. ..................... 11
I 4.02 Subsuiface and Physical Conditions ....... .......................... ....................,.......... ............. ...... ...,........ " ............... ...... 12
4.03 Differing Subsuiface or Physical Conditions ........................................................................................................12
4.04 Underground Facilities...................................................... ............ ................... ,............ .,.. .................................... 13
4.05 Reference Points ................... ........... ........ ................................................................... ..... ...................................... 13
I 4.06 Hazardous Environmental Condition at Site .........................................................................................................13
ARTICLE 5 - BONDS ANn INSURANCE .............................................................................................................................14
5.01 Performance, Payment, and Other Bonds................ ................... ............. ..... ...... .......................... ........................ 14
I 5.02 Licensed Sureties and Insurers ............................ ........................................................:......... ................................ 15
5.03 Certificates of Insurance.................. ............................................... ............ ................... .,... ..................... .............. 15
5.04 Contractot's Liability Insurance.......... .............................................................................. ............................... ..... 15
5.05 Owner's Liability Insurance .......:..................... ............................. ................................................ ........................16
I 5.06 Property Insurance............ ................................. ...,.................................................... .,................... ...................... 16
5.07 Waiver of Rights ... ......... ..... ...... ..... ............................... ............................ ............ .................................... ....... ....... 17
5.08 Receipt and Application of Insurance Proceeds ....................................................................................................17
I 5.09 Acceptance of Bonds and Insurance; Option to Replace.......................................................................................17
5.10 Partial Utilization. Acknowledgment of Property Insurer ...................................,..............................,..................18
ARTICLE 6 -CONTRACTOR'S RESPONSIBILITIES................,........,.......;. .................;................:............ ........................18
6.01 Supervision and Superintendence.. ....... ............... .......... ............... ......... ......... ...::.. .... ............ ................. .......... ..... 18
I 6.02 Lahor; Working Hours ......................... .............................................................................. ................................... 18
6.03 Services, Materials, and Equipment ....................................... ................................... ............................................ 18
6.04 Progress Schedule.......... ................ .................................................................................................. ..... ................ 18
I 6.05 Substitutes and "Or-Equals".................................... ............................................................................................. 19
6.06 Concerning Subcontractors, Suppliers, and Others ..............................................................................................20
6.07 Patent Fees and Royalties ............................................................................................................ ......................... 21
6.08 Permits................................................................................................................................................................... 21
I 6.09 Laws and Regulations ............... ........... ............................... ............................;.......... .... ........ ................................21
6.10 Taxes........................................................................... .............................................................................. .............22
6.11 Use of Site and Other Areas .... ........................,................................................. ........ ............................................22
I 6.12 Record Documents.. ............................................................................................................................................... 22
6.13 Safety and Protection................................................................ ........... .............. ......................................................22
6.14 Safety Representative... ......... .............. ........ ........................................................................................................... 23
6.15 Hazard Communication Pro grams.............................................. .......... ............ ............... .....................................23
I EJCDC C-700 Standard General Conditions of the Construction Contract.
Copyright@ 2002 National Society of Professional Engineers for EJCDC. All rights reserved.
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6.17 Shop Drawings and Samples ........ ....................................... ......... ...... :........ ................................... .........:............. 23
6.18 Continuing the Work...... ...... ....................................................................... .......;...... ............................. ................ 24 I
6.19 Contractor's General Warranty and Guarantee ................................................................................................... 24
6.20 Indemnification ................. ................ ................................... ................ ............ ....................... ............... ........ ........24
6.21 Delegation of Professional Design Services ............ ..............................................................................................25
ARTICLE 7 - OTHER WORK AT THE SITE .....................:...................................................................................................25 I
7.01 Related Work at Site.. .................. .... ...... ....... ....... ............ .............. ............ ..................................... ...... .......... ....... 25
7.02 Coordination..... ... ...... ...... .... ............. ....... ......... ... ......... ... .... .,. ..... .... .,. ........ ...... ...... ... ........ ............ .......... ..;.. .........26
7;03 Legal Relationships .................. ............ ... ......... ... ...;. ..... ...... ....... ............. .... ........ ...... .... .......... ........ ..... ........ ..... ....26 I
ARTICLE 8 - OWNER'S RESPONSIBILITIES ............................................................ .......................................................... 2.6
8.01 Communications to Contractor........................... .................................. ...... ............... ............ ............................... 26
8.02 Replacement of Engineer ....... .... ........ ..............,........... ........ ........ .................................... ...... ......... ....................... 26
8.03 Furnish Data............. ........ ... ....... ........... ......... ... ....... ... ........ .......... ...... ........ ........ ... ........... .... ...... ....... ...... ... ... .., ....26 I
8.04 Pay When Due.......................................... ................. ..................... ............. .................................. ........ ................ 26
8.05 Lands and Easements; Reports and Tests ..............................................................................................................26
8.06 Insurance...................................................................................................."....................... .................................. 26 I
8.07 Change Orders ....................................... ............. ....... ..... .... .;....... ............................... ......... ..................... ............26
8.08 Inspections, Tests, and Approvals.......:......... ............... ..................... ............. .............:........ ............... ............ .......26
8.09 Limitations on Owner's Responsibilities .. ................... .................. ...................... ....... ..:......... ........ ....................... 27
8.10 Undisclosed Hazardous Environmental Condition........................ ....... .......................................... ........ ..... .......... 27 I
8.11 Evidence of Financial Arrangements ......... ..... .......... ..................... .......... ...................................... ....................... 27
ARTICLE 9 - ENGINEER'S STATUS DURING CONSTRUCTION ....................................................................................27
9.01 Owner's Representative.............. ..... ................. ........... .... ............. ....... ........ ....~.. ................... ................. ...............27 I
9.02 Visits to Site................... .......................... .......... .................. ............... ..... .....;............. ............ ............. ......... .......... 27
9.03 Project Representative.. ............. .............. .......... ................................. ............ ........... .................... ..;......... .........;.. 27
9.04 Authorized Varidtions in Work .......................... ...... ............................................................................................... 27
9.05 Rejecting Defective Work ............................................ ..........:........ ..... ...................... ........................ ....................27 I
9.06 Shop Drawings, Change Orders and Payments ...........................................................................................:........ 28
9.07 Determinations for Unit Price Work .................................................................................;.......................:.........;.28
9.08 Decisions on Requirements of Contract Documents and Acceptability of Work .....................;........,.................... 28 I
9.09 Limitations on Engineer's Authority and Responsibilities ....................................................................................28
ARTICLE 10 - CHANGES IN THE WORK; CLAIMS ...........................................................................................................28
10.01 Authorized Changes in the Work ............................................................................................................................ 28
10.02 Unauthorized Changes in the Work................................. ......... .............................................................................. 29 I
10.03 Execution of Change Orders ....... ................................................................ ............. ...................... .......... ............. 29
10.04 Notification to. Surety ........ ................... ..... .............. ....................................................... ........................................ 29
10.05 Claims ........................... .................... ....................... ............................ ............................................ .......... ............29 I
ARTICLE 11 - COST OF THE WORK; ALLOWANCES; UNIT PRICE WORK ................................................................. 30
11.01 Cost of the Work:.. .......................................................... ............................. .......... ............................. .............. ......30
11.02 Allowances ... ............................. ............... ............................ ..... ......... ..................................... .............. ........... ...... 31
11.03 Unit Price Work..................................... ........................ ...... ................................................... ........... ................. .... 31 I
ARTICLE 12 - CHANGE OF CONTRACT PRICE; CHANGE OF CONTRACT TIMES..................................................... 32
12.01 Change of Contract Price................ ..;... ................. ............... ...................................................... ................. ......... 32
12.02 Change of Contract Times ......................... .... ...................... .... ..... ................. ........................... .,.. ...... ....... ....... ......33 I
12.03 Delays............... ..;......... ........................................................ .,... ....... ........ ..... ........ ..........................,.. .....;.......... .........33
ARTICLE 13 - TESTS AND INSPECTIONS; CORRECTION, REMOVAL OR ACCEPTANCE OF DEFECTIvE WORK ...... 33
13.01 Notice of Defects............................................................................................................................................... ..... 33
13.02 Access to Work. .......................................... ...................... ...................................................................................... 33 I
13.03 Tests and Inspections........... .......................................................... ......................................... ............... ................33
13.04 Uncovering Work..................................................................... ..... ...............................................;.. ....................... 34
13.05 Owner May Stop the Work........ ... ...... .................................................................................................................... 34 I
13.06 Correction or Removal of Defective Work............................................................................................................. 34
13.07 Correction Period......... .:.............................................................. ..... .......... ..........................................................34
13.08 Acceptance of Defective Work .............................................................. .................. ............ ........ ....................;...... 35
13.09 Owner May Correct Defective Work .....................................................................................................................35 I
ARTICLE 14 - PAYMENTS TO CONTRACTOR AND COMPLETION .............................................................................. 36
14.01 Schedule of Values.............. ........................... ....................................... ................................................................. 36
14.02 Progress Payments .............................. ............ ............................ .......................................................................... 36 I
14.03 Contractor's. Warranty of Title ................................................................... ...................... .............. ......:... ............: 3 7
14.04 Substantial Completion................ ..... .................................................................................... ....... ..................... ..... 37
EJCDC C- 700 Standard General Conditions of the Construction Contract. I
Copyright@ 2002 National Society ofProfessionnl Engineers for EJCDC. All rights reserved.
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I ,14.06 ., Final Inspection ................... ............. ............... ...................................... ....... ........... .................... ...... ...... .............. 38
14.07 ,Final Payment.... ...:... .... .... ...... ........ ...... ............ .:..... ..... ................. .......... ......... ........... ...... .......... ............. ..... ........ 38
14.08 Final Completion Delayed...... ........................................ ................. ........... ..................... ...................................... 39
14.09 Waiver of Claims .. ........................................ ....... ........... .......................................... ............................ ................. 39
I ARTICLE 15 - SUSPENSION OF WORK AND TERMINATION ........................................................................................ 39
15.01 Owner May Suspend Work .....;......... .......................... ............................ ........ ........ .............. ............. ................ .... 39
15.02 Owner May Terminate for Cause... .......... ....... .......... ................ ............. .......... .......... ............... ............................ 39
I 15.03 Owner May Terminate For Convenience.... ..................... ,.................. ...........,........................... ............ ............ .... 40
15.04 Contractor May Stop Work or Terminate .......................................:.................,.........................,.......................... 40
ARTICLE .16 - DISPUTE RESOLUTION.. ............. ............. ........................ ......... ....... ........... ...................... ......... .............. ....41
16.01 Methods and Procedures............... ...... .................... .............:............... ......... .......... ......................... ......... ............41
I ARTICLE 17 - MISCELLANEOUS.................... ..... ................ ............. ......... .................. ......... .................... ...... ........ ...... ....... 41
17.01 Giving Notice .... ........... ......... .......... ........................... ................... .............................. ...................... ........ ...... ...:... 41
17.02 Computation of Times .:..................... ....... ...................................... ............... .............. ........ ...................................41
I 17.03 Cumulative Remedies...................... .................. ............ ......................................................................................... 41
17.04 Survival of Obligations ........ .... ............. ........ ... ........... ......................... ............................... ..... ..... ........ .... ..... ........41
17.05 Controlling Law........... ................................. ................................................ ............... ........ ...... ...... ........ ..............41
17.06 Headings ...... ............ ........ ....... ....... ................. ................... ................ ........ ................ .................. ..... ........ .............41
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I EJCDC C-700 Standard General Conditions of the Construction Contract.
Copyright@ 2002 National Society of Professional Engineers for EJCDC. All rights reserved.
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I GENERAL CONDITIONS 9. Change Order--A document recommended by
Engineer which is signed by Contractor and Owner and
ARTICLE 1 - DEFINITIONS AND TERMINOLOGY authorizes an addition, deletion, or revision in the Work
or an adjustment in the Contract Price the Contract
I Times, issued on or after the Effective Date of the
1.01 Defined Terms Agreement.
I A. Wherever used in the Bidding Requirements 10. Claim--A demand or assertion by Owner or
or Contract Documents and printed with initial capital Contractor seeking an adjustment of Contract' Price or
letters, the tenus listed below will have the meanings Contract Times, or both, or other relief with respect to the
indicated which are applicable to both the singular and terms of the Contract. A demand for money or services by
I plural thereof.. In addition to terms specifically defmed, a third party is not a Claim.
tenns with initial capital letters m the Contract
Documents include references to identified articles and 11. Contract--The entire and integrated written
I paragraphs, and the titles of other documents or fonns. agreement between the Owner and Contractor concerning
the Work. The Contract supersedes prior negotiations,
1. Addenda-Written or graphic instruments representations, or agreements, whether written or oral.
issued prior to the opening of Bids which clarify, correct,
I or change the Bidding Requirements or the proposed 12. Contract Documents-- Those items so
Contract Documents. designated in the Agreement. Only printed or hard copies
of the items listed in the Agreement are Contract
I 2. Agreement-- The written instrument which is Documents. Approved Shop Drj},wings, other Contnctor's
evidence of the agreement between Owner and Contractor submittals, and the reports and drawings of subsurface
covering the Work. and physical conditions are not Contract Documents.
I 3. Applicationfor Payment--The form acceptable 13. Contract Price---The IT.J.Dneys payable by
to Engineer which is to be used by Contractor during the Owner to Contractor for completion of the IN ork in
course of the Work in requesting p1;'ogress or final accordance with the Contract Documents a3 stated in the
I payments and which is to be accompanied by such Agreement (subjeCt to the provisions of Paragraph 11.03
supporting documentation .as. is required by the Contract in the case of Unit Price Work).
Documents.
14. Contract Times--The number of days or the
I 4. Asbestos-.-Any material that contains more dates stated in the Agreement to: (i) achieve f'lfiIestones, if
than one percent asbestos and is. friable or is releasing any, (ii) achieve Substantial Completion; and (iii) com-
asbestos fibers into the air above current action levels plete the Work so that it is ready for fins} payment. as
I established by the United States Occupational Safety and evidenced by E:ngineer's written recommendation of final
Health Administration. payment.
S; Bid--The offer or proposal of a Bidder 15. Contractor--The individual or entity with
I submitted on. the prescribed form setting forth the prices whom Owner has entered into the Agreement.
for the Work to be performed.
16. Cost o/the Work--See Paragraph 11.0LA for
6. Bidder--The individual or entity who submits definition.
I a Bid directly to Owner.
17. . Drawings-- That part of the Contract
7. Bidding Documents-- The Bidding Documents prepared or approved by Engineer which
I Requirements and the proposed Contract Documents graphically shows the scope, extent, and character of the
(including all Addenda). Work to be performed by Contractor. Shop Drawings and
other Contractor submittals are not Drav!iJJ.gs as so
8. Bidding Requirements--The Advertisement or defined.
I Invitation to Bid, Instructions to Bidders, bid security of
acceptable form, if any, and the Bid Form with any 18. Effective Date of the Agreement--The date
supplements. indicated in the Agreement on which it becomes effective,
I but if no such date is indicated, it means the date on
which the Agreement is signed and delivered by the last
of the two parties to sign and deliver.
I 19. Engineer--The individual or entity named as
. such m the Agreement.
.1 EJCDC C-700 Standard General Conditions of the Construction Contract.
Copyright@2002 National Society of Professional Engineers for EJCDC. All rights reserved,
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,,,.,,,,,.; ."".. ." c", ,,' ~',.;~' .'" ,'...._._.<. -~~.. 20. "Field . Order...Awritten . order' issued by-+ """~"""-32.Progress Sch~dule-A schedul(~, prepared ~d",.,.p,I"..
Engineer which requires minor changes in the Work but maintained by Contractor, describing the sequence and
which does not involve a change in the. Contract Price or duration of the activities comprising the Contractor's plan I
the Contract Times. to accomplish the Work within the Contract Times.
21. General Requirements--Sections of Division 33. Project-The total construction of which the
1 of the Specifications. The General Requirements pertain Work to be performed under the Contract Documents may I
to all sections of the Specifications. be the whole, or a part.
22. Hazardous Environmental Condition--The 34. Project. Manual-- The bound documentary I
presence at the Site of Asbestos, PCBs, Petroleum, information prepared for bidding and constructing the
Hazardous Waste, or Radioactive Material in such Work. A listing of the contents of the Project Manual,
quantities or circumstances that may present a substantial which may be bound in one or more volumes, is
danger to persons' or property exposed thereto in contained in the table(s) of contents. I
connection with the Work.
35. Radioactive Material--Source, special nucle-
23. Hazardous Waste--The term Hazardous ar, or byproduct material as defmed by the Atomic Energy I
Waste shall have the meaning provided in Section 1004 of Act of 1954 (42 USC Section 2011 et seq.) as amended
the Solid Waste Disposal Act (42 USC Section 6903) as from time to time.
amended from time to time.
36. Related Entity .- An officer; director, partner, I
24. Laws and Regulations,' Laws or Regulations- employee, agent, consultant, or subcontractor.
-Any and all applicable laws, rules, regulations, ordinanc-
es, codes, and orders of any and all governmental bodies, 37. Resident Project Representative--The autho- I
agencies, authorities, and courts having jurisdiction. rized representative of Engineer who may be assigned to
the Site or any part thereof.
25. Liens--Charges, security interests, or
encumbrances upon Project funds, real property, or 38. Samples--Physical examples of materials, I
personal property. equipment, or workmanship that are representative of
some portion of the Work and which establish the
26. Milestone--A principal event specified in the standards. by. which such portion . of. the Work will be I
Contract Documents relating to an intermediate comple- judged.
tion elate or time prior to Substantial Completion of all the
Work. 39. Schedule ofSubmittals--A schedule, prepared
and maintained by Contractor, of required submittals and I
27. Notice of Award--The written notice by the time requirements to support scheduled performance
Owner to the Successful Bidder stating that upon timely of related construction activities.
compliance by the Successful Bidder with the conditions I
precedent listed therein, Owner will sign and deliver the 40. Schedule of Values--A schedule, prepared
Agreement. and maintained by Contractor, allocating portions of the
Contract Price to various portions of the Work and used
28. Notice to Proceed--A written notice given by as the basis for reviewing Contractor's Applications for I
Owner to Contractor fixing the date on which the Con- Payment.
tract Times will commence to run and on which
Contractor . shall start. to perform the Work under the 41. Shop. Drawings--All drawings, diagrams, I
Contract Documents. illustrations, schedules, and other data . or inforination .
whieh are specifically prepared or assembled byot for
29. Owner--The individual or entity with whom Contractor and submitted by Contractor to illustrate some
Contractor has entered into the Agreement and for whom portion of the Work. I
the Work is to be performed.
42. Site--Lands or areas indicated in the Contract
30. PCBs--Polychlorinated biphenyls. Documents as being. furnished by Owner upon which the I
Work is to be performed, including rights-of-way and
31. Petroleum--Petroleum, including crude oil or easements for access thereto; and such other lands
any fraction thereof which is liquid at standard conditions furnished by Owner which are designated for the use of
of tempe'rature and pressure (60 degrees Fahrenheit and Contractor. I
14.7 pounds per square inch absolute), such as oil,
petroleum, fuel oil, oil sludge, oil refuse, gasoline, 43. Specifications--That part of the Contract
kerosene, and oil mixed with other non-Hazardous Waste Documents consisting of written requirements for
and crude oils. materials, equipment, systems, standards and I
workmanship as. applied to. ihe Work, and certain
EJCDC C-700 Standard General Conditions of the Construction Contract.
Copyright @ 2002 National Society of Professional Engineers for EJCDC. · All rights reserved. I
00700 . 7
I .... ."..
":" "."~",,,,.;_,..,, ,,~.-_ " , '~"""'c->-,.,...i."n",_"-'~"~Y ..._._",._-,~.._"",:_""....:_,_:',:......~:,,_;,..-~....,.......~..,~..".+".,:,C.,_....,"_._"~.;.:,..'<..:;. ~:',;,,_,,:,,_." ,.. ." ,.,' '_ ,,_ -,.: ':"'."':";"""._' >--,,,,,,;..,, _",~ ,...,.".....,., .'_r"_';''''~' ':"":: """'>>" '_' '" :;^.~-.:::.." .<,.:.,-".. .. .. :.:.: _.. _'....."..,. ::_: .:: ":'::',::.,... :.,"0 ~
administrative requirements and procedural matters but is evidence "that 'thlt"parneiexpeCttha.1:thecluiiige .~.'^,.....
applicable thereto. ordered or documented by a Work Change Directive will
I be incorporated in a subsequently issued Change Order
44. Subcontractor--An individual or entity following negotiations by the parties as to its effect, if ,
having a dir~ct contract with Contractor or with any other any, on the Contract Price or Contract Times.
I Subcontractor for the performance of a part of the Work
at the Site. 1.02 Terminology
45. Substantial Completion--The time at which . A. The following words or terms are not defIned
I the Work (ora specifIed part thereof) has progressed to but, when used in the Bidding.Requirements or Contract
the point where, in the opinion of Engineer, the Work (or Documents, have the following meaning.
a specifIed part thereof) is suffIciently complete, in
I accordance with the Contract Documents, so that the B. Intent of Certain Terms or Adjectives
Work (or a specifIed part thereot) can be utilized for the
purposes for which it is intended. The tenus "substantially 1. The Contract Documents include the terms '''as
I complete" and "substantially completed" ~s applied tO,all allowed," ."as approve~," "as ordered",. "as directe~" or
or part of the Work refer to SubstantIal Completion tenus of like effect or lmport to authonze an exerClSe of
'q." . ...... .... thereof. professional judgment by Engineer. In addition, the
adjectives "reasonable," "suitable," "acceptable,"
I . 46. Successful Bidder--The Bidder submitting a "proper," "satisfactory," or adjectives of like effect or
responsive Bid to whom Owner makes an award. import are used to describe an action or determination of
Engineer as to the Work. It is intended that such exercise
47. Supplementary Conditions-- That part of the of professional judgment, action or determination will be
I Contract Documents which amends or supplements these solely to evaluate, in general, the Work for compliance
General Conditions. with the requirements.of and information in the Contract
Documents and conformance with the. design concept of
I 48. Supplier--A manufacturer, fabricator, suppli- the completed Project as a functioning whole as shown or
er, distributor, materialman, or vendor having a direct indicated in the Contract Documents . (unless there is a
contract with Contractor or with any Subcontractor to specifIc statement indicating otherwise). The use .of any
I furnish materials or equipment to be . incorporated in the SUCh. term or adjective is no.tintended. t.oa. nd. shall not.. be
Work by Contractor or any Subcontractor. effective to assign to Engineer anyduty or authority to
supervise or direct the performance of the Work or any
49. Underground Facilities--All underground duty or authority to undertake responsibility contrary to
I pipelines, conduits, ducts, cables, wires, manholes, vaults, the provisions of Paragraph 9.09 or any other provision of
tanks, tunnels, or other such facilities or attachments, and the Contract Documents.
any encasements containing such facilities, including
those that convey electricity, gases, steam, liquid C. Day
I petroleum products, telephone or other communications,
cable television, water,' wastewater, storm water, other 1. The word "day" means a calendar day
liquids or chemicals, or traffic or other control systems. of24 hours measured from midnight to.the next midnight.
I 50. Unit Price Work--Work to be paid for on the D. Defective
basis of unit prices.
1. The word "defective," when modifying the
I 51. Work--The entire construction or the various word . "Work," refers to Work that is unsatisfactory,
separately identifiable parts thereof required to . be faulty, or deficient in that it:
provided. under the Contract Documents. Work includes
I and is the result of performing or providing all labor, a. does not conform to the Contract Documents,
services, and documentation necessary to produce such or
. construction, and furnishing, installing, and incorporating
all materials and equipment into such construction, all as b. does not meet the requirements of any
I required by the Contract Documents. applicable inspection, reference standard, test,. or
approval referred to in the Contract Documents,
52. Work Change Directive--A written statement or
I to Contractor issued on or after the Effective Date of the
Agreement and signed by Owner and recommended by c. has. been damaged prior to Engineer's -
Engineer ordering an addition, deletion, or revision in the recommendation of fInal payment (unless
Work, or responding to differing or unforeseen subsurface responsibility for the protection thereof has been
I or physical. conditions under . which. the Work is. to be assumed by Owner at Substantial Completion in
performed or to emergencies, A Work Change Directive accordance with Paragraph 14.04 or 14.05).
will not change the Contract Price or the Contract Times
I EJCDC C-700 Standard General Conditions of the Construction Contract.
Copyright @ 2002 National Society of ProCessional Engineers for EJCDC. All rights reserved.
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E. Furnish, Instal!, Peifonn, Provide""'" .W..-......or, if a Notice to Proceed is given, on the day indicated in. '.'... ., .1"...
the Notice to Proceed. A Notice to Proceed may be given
1. The word"furnish," when used in connection at any time within 30 days after the Effective Date of the I
with services, materials, or equipment, shall mean to Agreement. In no event will the Contract Times com-
supply and deliver said services, materials, or equipment mence to run later than the sixtieth day after. the day of
to the Site (or some other specified location) ready for use Bid opening or the thirtieth day after the Effective Date of
or installation and in usable or operable condition. the Agreement, whichever date is earlier. I
2. The word "install," when used in connection 2.04 Starting the Work
with services, materials, or equipment, shall mean to put I
into use or place in final position said services, materials, A. Contractor shall start to perform the Work on
or equipment complete and ready for intended use. the date when the Contract Times commence to run. No
Work shall be done at the Site prior to the date on which
3. The words "perf ann" or "provide," when used the Contract Times commence to run. I'
in connection with services, materials, or equipment, shall
mean to furnish and install said services, materials, or 2.05 Before Starting Construction
equipment complete and ready for intended use. I
A. Preliminary Schedules: Within 10 days after
4. When "furnish," "install," "perfonn," or "pro- the Effective Date of the Agreement (unless otherwise
vide" is not used in connection with services, materials, or specified in the General Requirements), Contractor shall
equipment in a c.ontext clearly requiring an obligation of submit to Engineer for timely review: I
Contractor, "provide" is implied.
1. a preliminary Progress Schedule; indicating
F. Unless stated otherwise in the Contract Docu- the times (numbers of days or dates) for starting and I
ments, words or phrases which have a well-known completing the various stages of the Work, including any
tecbnicalor construction industry or trade meaning are Milestones specified in the Contract Documents;
used in the Contract Documents in accordance with such
recognized meaning. 2. a preliminary Schedule of Submittals; and I
3..apreliminary Schedule ofV.alues for all of the
ARTICLE 2 - PRELIMINARY MATTERS Work which includes quantities and prices. of items which I
when added together equal the. Contract Price and subdi~
vides the Work into component parts in sufficient detail to
2.01 Delivery of Bonds and Evidence of Insurance serve as the basis for progress payments during
perfonnance of the Work. Such prices will include an I
A. When Contractor delivers the executed appropriate amount of overhead and profit applicable to
counterparts of the Agreement to Owner, Contractor shall each item of Work.
also deliver to Owner such bonds as Contractor may be I.
required to furnish. 2.06 Preconstruction Conference
B. Evidence of Insurance: Before any Work at A. Before any Work at the Site is started, a
the Site is started, Contractor and Owner shall each conference attended by Owner, Contractor, Engineer, and I
deliver to the other, with copies to each additional insured others as appropriate will be held to establish a working.
identified in the Supplementary Conditions, certificates of understanding among the parties as to the Work and to
insurance (and. other evidence. of insurance which either discuss the schedules referred to in Paragraph 2.05.A, I
of them or any additional insured may reasonably request) procedures for handling Shop Drawings and otller
which Contractor and. Owner. respectively are required to submittals, processing Applications for Payment, and.
purchase and maintain in accordance with Article 5. maintaining required records.
2.02 Copies of Documents 2.07 Initial Acceptance of Schedules I
A. Owner shall furnish to Contractor up to ten A. At least 10 days before submission of the fIrst I
printed or hard copies of the Drawings and Project Application for Payment a conference attended by
Manual. Additional copies will. be furnished upon request Contractor, Engineer, and others as appropriate will be
at the cost of reproduction. held to review for acceptability to Engineer as provided
below the schedules submitted in accordance with I
2.03 Commencement of Contract Times; Notice to Paragraph 2.05.A. Contractor shall have an additional 10
Proceed days to make corrections and adjustments and to complete
and resubmit the schedules. No progress payment shall be I
A. The Contract Times will commence to run on made to Contractor until acceptable schedules are
the thirtieth day after the Effective Date of the Agreement submitted to Engineer.
EJCDC C-700 Standard General Conditions of the Construction Contract.
Copyright @ 2002 National Society of Professional Engineers for EJCDC. All rights reserved. I
00700 . 9
.,LI, '.'''. ..""."" ".."......_1""..,..',.;.,;....,..~__;...;,...,..,.',,,'/,_. ,,"~.~'.',>_.,,~:, ':";"0 ~}>.<'_",~.":~' ;,:.. ",-"-,,,,'d~ '"'''' .'.' ., .,,"~,' ,". '. "'~'." ..">..,,,,;. '^
,~ responsibilities' of Owner;Toritrac:tor;'orEngineef,or .any
I 1. The Progress Schedule will be acceptable to of their subcontractors, consultants, agents,' or employees
Engineer if it provides an orderly progression of the Work from those set forth in the Contract Documents. No such
to completion within the Contract Times. Such acceptance provision or instruction shall be effective to assign to
I will not impose on Engineer responsibility for the Owner, or Engineer,or any of, their Related Entities, any
Progress Schedule, for sequencing, scheduling, or duty or authority to supervise or direct the performance of
progress of the Work nor interfere with or relieve the Work or any duty or authority to undertake respon-
Contractor from Contractor's full responsibility therefor. sibility inconsistent with the provisions of the Contract
I Documents.
2. Contractor's Schedule of Submittals will be
acceptable to Engineer if it provides a workable 3.03 Reporting and Resolving Discrepancies
I arrangement for reviewing and processing the required
submittals. A. Reporting Discrepancies
3. Contractor's Schedule of Values will be 1. Contractor's Review of Contract Documents
I acceptable to Engineer as, to form and substange if it Before Starting Work: Before undertaking each part of the
provides a reasonable allocation of the Contract Price to Work, Contractor shall carefully study <md compare the
component parts of the Work. Contract Documents and check and verify pertinent
I figures therein and all applicable field measurements.
Contractor shall promptly report in writing to Engineer
ARTICLE 3 - CONTRACf DOCUMENTS: INTENT, any conflict, error,' ambiguity, or discrepancy which
AMENDING, REUSE Contractor may' discover and shall obtain a vmtten
I interpretation or clarification from Enghleer before
proceeding with any Work affected thereby.
3.01 Intent
I 2. Contractor's Review of Contract Documents
A. The Contract Documents are complementary; During Performance of Work: If, during the perfomJance
what is required by one is as binding as ifrequired'by all. of the Work, Contractor discovers any conflict, error,
ambiguity, or discrepancy within the Contract Documents
I B. It is the intent of the Contract Documentsto or betwe~n the Contract Documents and any provision of
describe a functionally complete Project (or part thereof) any Law or Regulation applicable to the performance of
to be constructed in accordance with the Contract Docu- the Work or of any standard, specification, manual. or
I ments. Any labor, documentation, services, materials, or code, or of any instruction of any Supplier, Contr&.ctor
equipment that may reasonably be inferred from the shall promptly report it to Engineer in writing. Contra,etor
Contract Documents or from prevailing custom or trade shall not proceed with '\'17 ark affected thereby (except
usage as being required to produce ~he intended result will in an emergency as required by Paragraph 6.16.A) until
I be provided whether or not specifically called for at no an amendment or supplement to the Contract Documents
additional cost to Owner. has been issued by one the methods indicated in
Paragraph 3.04.
C. Clarifications and interpretations of the
I Contract Documents shall be issued by Engineer as 3. Contractor shalJ not be liable to Owner or
provided in Article 9. Engineerfor failure to report any conflict, error, ambigu-
ity, or discrepancy in the Contract Documents unless
I 3.02 Reference Standards Contractor knew or reasonably should have hown
thereof.
A. Standards, SpecificatioJ:1s, Codes, Laws, and
Regulations B. Resolving Discrepancies
I 1. Reference to standards, specifications, 1. Except as may be otherwise specifically stated
manuals, or codes of any technical society, organization, in the Contract Documents, the provisions of the Contract
I or association, or to Laws or Regulations, whether such Documents shall take precedence in resolving "ny
reference be specific or by implication, shall mean the confliCt, error, ambiguity, or discrepancy between the
standard, specification, manual, code, or Laws or Regula- provisions of the Contract Documents and:
I tions in effect at the time of opening of Bids (or on the
Effective Date of the Agreement if there were no Bids), a. the provisions of any standard, specification,
except as may be otherwise specifically stated in the ' manual, code, or instruction (whether or not
Contract Documents. specifically incorporated by reference in the
I Contract Documents); or
2. No provision of any such... standard, .
specification, manual or code, or any instruction of a b. the provisions of any Laws or Regulations
I Supplier shall be effective to change the duties or applicable to the performance of the Work
EJCDC C-700 Standard General Conditions of the Construction Contract.
Copyright@ 2002 National Society of Professional Engineers for EJCDC. All rights rc,crved.
00700 - 10
(rinlesssuc:haIi interpretation of the provisions-',',n, sole risk. If there is a discrepancy between the electronic ~"'''L._,I,._.
of the Contract Documents would result in viola- files and the hard copies, the hard copies goyem.
tion of such Law or Regulation). I
B. Because data stored in electronic media
3.04 Amending and Supplementing Contract format can deteriorate or be modified inadvertently or
Documents otherwise without authorization of the data's creator, the
party receiving electronic files agrees that it will perform I
A. The Contract Documents may be amended to acceptance tests or procedures within 60 days, after which
provide for additions, deletions, and revisions in the Work the receiving party shall be deemed to have accepted the
or to modify the terms and conditions thereof by either a data thus transferred. Any errors detected within the 60- I
Change Order or a Work Change Directive. day acceptance period will be corrected by the
transferring party..
B. The requirements of the Contract Documents I
may be supplemented, and minor variations and C. When transferring documents in electronic
deviations in the Work may be authorized, by one or more media format, the transferring party makes no
of the following ways: representations as to long term compatibility, usability, or
readability of documents resulting from the use of I
1. A Field Order; software application packages, operating systems, or
computer hardware differing from those used by the
2. Engineer's approval of a Shop Drawing or data's creator.
, Sample; (Subject to the provisions of Paragraph I
6.17.0.3); or
ARTICLE 4 - AVAILABILITY OF LANDS;
3. Engineer's written interpretation or SUBSURFACE AND PHYSICAL CONDITIONS; I
clarification. HAZARDOUS ENVIRONMENTAL CONDITIONS;
REFERENCE POINTS
3.05 Reuse of Documents I
A. Contractor and any Subcontractor or Supplier 4'.01 Availability of Lands
or other individual or. entity perfonning or furnishing all
of the Work under a direct or indirect contract with A. Owner. shall :fi.Iinish. the Site. Owner shall I
Contractor, shall not: notify Contractor of any encumbrances or restrictions not
of general application but specifically related to use of the
1. have or acquire any title to or ownership Site with which Contractor must comply in performing I
' rights in any of the Drawings, Specifications, or the Work. Owner will obtain in a timely manner and pay
other documents (or copies of any thereot) prepared by or for easements for permanent structures or permanent
bearing the seal of Engineer or Engineer's consultants, changes in existing facilities. If Contractor and Owner are
including electronic media editions; or unable to agree on entitlement to or on the amount or I
extent, if any, of any adjustment in the Contract Price or
2. reuse any of such Drawings, Specifications, Contract Times, or both, as a result of any delay in
other documents, or copies thereof on extensions Owner's furnishing the Site or apart thereof, Contractor I
of the Project or any other project without written consent may make il Claim therefor as provided in Paragraph
of Owner and Engineer and specific written verification 10.05.
or adaption by Engineer.
B.The prohibition of this Paragraph 3.05 will B. Upon reasonable written request, Owner shall I
furnish Contractor with a current statement of record legal
survive final payment, or termination of the .. Contract. title and legal description of the lands upon which the
Nothing' herein shall preclude Contractor from retaining Work is to be performed and Owner's interest therein as I
copies of the Contract Documents for record purposes. necessary for giving notice of or filing a mechanic's or
construction lien against such lands in accordance with
3.06 Electronic Data applicable Laws and Regulations.
A. Copies of data furnished by Owner or C. Contractor shall provide for all additional I
Engineer to Contractor or Contractor to Owner or lands and access thereto that may be required for
Engineer that may be relied upon are limited to the temporary construction facilities or storage of materials I
printed copies (also known as hard copies). Files in and equipment.
electronic media format of text, data, graphics, or other
types are furnished only for the convenience of the
receiving party. Any conclusion or information obtained I
or derived from such electronic files will be at the user's
EJCDC C-700 Standard General Conditions of the Construction Contract. I
Copyright <i:> 2002 National Society of Professional Engineers for EJCDC. All rights reserved.
00700 - 11
..I '.-."p '.4.iS'()faiiwusual Iiatllre:aiid diffeismai:enally;"'~-'"~ "C"'"
.4.02 Conditions
I from conditions ordinarily encountered and generally
A. Reports and Drawings: The Supplementary recognized as inherent in work of the character provided
Conditions identify: for in the Contract Documents;
I 1. those reports of explorations and tests of then Contractor shall, promptly after becoming aware
subsurface conditions at or contiguous to the Site that thereof and before further disturbing the subsurface or
Engineer has used. in preparing the Contract Documents; physical conditions or performing any Work in connec-
I and tion therewith (except in an emergency as required by
Paragraph 6. 16.A), notify Owner and Engineer in writing
2. those drawings of physical conditions in or about such condition. Contractor shall not further disturb
relating to existing surface or subsurface structures at or such condition or perform any Wark . in connection
I contiguous to the Site (except Underground Facilities) therewith (except as aforesaid) until receipt of written
that Engineer. has used in preparing the Contract order to do so.
Documents.
I B. Engineer's Review: After receipt of written
B. Limited Reliance by Contractor on Technical notice as required by Paragraph 4.03.A, Engineer will
Data Authorized: Contractor may rely upon the general promptly review the pertinent condition, determine the
I accuracy of the ''technical data" contained in such reports necessity of Owner's obtaining additional exploration or
and drawings, but such reports and drawings are not tests with respect thereto, and advise Owner in writing
Contract Documents. Such "technical data" is identified (with a copy to Contractor) of Engineer's findings and
in the Supplementary Conditions. Except for such reliance conclusions.
I on such "technical data," Contractor may not rely upon or
make any claim against Owner or Engineer, or any of C. Possible Price and Times Adjustments
their Related Entities with respect to:
1. The Contract Price or the Contract TUnes, or
I 1. the completeness of such reports and drawings both, will be equitably adjusted to the extent .that the
for Contractor's purposes, including, but not limited to, existence of such differing subsurface or physical
any aspects. of the means, methods, . techniques, condition causes an increase or decrease in Contractor's
I sequences, and procedures of conStruction to be employed .. cost of, or time required for, performance of theW ork;
by Contractor, and safety precautions and programs subject, however, to the following:
incident thereto; or
a. such condition must meet anyone or more of
I 2. other data, interpretations, . opinions, and the categories described in Paragraph4.03.A;
information contained in such reports or shown or and
indicated in such drawings; or
I b. with respect to Work that is paid for on a Unit
3. any Contractor interpretation of or conclusion Price Basis, any. adjustment in Contract Price
drawn from any "technical data" or any such other data, will be subject to the provisions of Paragraphs
interpretations, opinions, or information. 9.07 and 11.03.
I 4.03 Differing Subsurface or Physical Conditions 2. Contractor shall not be entitled to any
adjustment in the Contract Price or Contract Times if:
I A. Notice: If Contractor believes that any subsur-
face or physical condition at or contiguous to the Site that . a. Contractor knew of the existence of such
is uncovered or revealed either: . conditioIls at the time Contractor made a fmal
CCIITllmtmeIlt to Owner with respect to Contract
I 1. is of such a nature as to establish that any Price . and Contract Times by the submission of a
"technical data" on which Contractor is entitled to rely as Bid or becoming bound under a negotiated
provided in Paragraph 4.02 is materially inaccurate; or contract; or
I 2. is of such a nature as to require a change in the b. the existence of such condition could
Contract Documents; or reasonably have been discovered or revealed as a
result of any examination, investigation, explo-
I 3. differs materially from that shown or indicated ration, test, or study of the Site and contiguous
in the Contract Documents; or areas required by the Bidding Requirements or
Contract Documents to be conducted by or for
I Contractor prior to Contractor's making such
finalconrurrrianent;or
I EJCDC C-700 Standard General Conditions of the Construction Contract.
Copyright ~ 2002 National Society of Professional Engineers for EJCDC. All rights reserved.
00700 - 12
c. Contractor failed to give the written notice as""'~'promptly review the Underground Facility and determine", I..,,,
required by Paragraph 4.03.A. . the extent, if any, to which a change is required in the
Contract Documents to reflect and document the I
3. If Owner and Contractor are unable to agree consequences of the existence ,or location of the Under-
on entitlement to or on the amount or extent, if any, of ground Facility. During such time, Contractor shall be
any adjustment in the Contract Price or Contract Times, responsible for the safety and protection of such
or both, a Claim may be made therefor as provided in Underground Facility. I
Paragraph 10.05. However, Owner and Engineer, and any
of their Related Entities shall not be liable to Contractor 2. If Engineer concludes that a change in the
,for any claims, costs, losses, or damages (including but Contract .. Documents is required, a Work Change I
not limited to all fees and charges of engineers, architects, Directive or a Change Order will be issued to reflect and
,attorneys, and other professionals and all court or document such consequences. An equitable adjustment
arbitration or other dispute resolution costs) sustained by shall be made in the Contract Price or Contract Times, or
Contractor on or in connection with any other project or both, to the extent that they are attributable to the I
anticipated project. existence or location of any Underground Facility that
was not shown or indicated or not shown or indicated
4.04 Underground Facilities with reasonable accuracy in the Contract Documents and I
that Contractor did not know of and could not reasonably
A. Shown or Indicated: Tbe information and data have been expected to be aware of or to have anticipated.
shown or indicated in the Contract Documents with If Owner and Contractor are unable to agree on
respect to existing Underground Facilities at or entitlement to or on the amount or extent, if any, of any I
contiguous to the Site is based on information and data such adjustment in Contract Price or Contract Times,
furnished to Owner or Engineer by the owners of such Owner or Contractor may make a Claim therefor as
Underground Facilities, including Owner, or by others. provided in Paragraph 10.05. I
Unless it is otherwise expressly provided in the Sup-
plementary Conditions: 4.05 Reference Points
1. Owner and Engineer shall not be responsible A. Owner shall provide engineering surveys to I
for the accuracy or completeness of any such information establish reference points for construction which in
or data; and Engineer's judgment are necessary to enable Contractor
to proceed with the Work. Contractor shall be responsible
2. the cost of all of the. following will be for laying out the Work, shall protect and preserve the I
included in the Contract Price, and Contractor shall have established reference points and property monuments, and
ful~ responsibility for: shall make no changes or relocations without the prior
written approval of Owner. Contractor shall report to I
a. reviewing and checking all such information Engineer whenever any reference point or property
and data, monument is lost or destroyed or requires relocation
because of necessary changes in grades or locations, and
b. locating all Underground Facilities shown or shall be responsible for the accurate replacement or I
indicated in the Contract Documents, relocation of such reference points or property
monuments by professionally qualified personnel.
c. coordination of the Work with the owners of I
such Underground Facilities, including Owner, 4.06 Hazardous Environmental Condition at Site
during construction, and
A. Reports and Drawings: Reference is made to
d. the safety. ~~d protection .o~ all such Under- the Supplementary Cond~tionsfor. the identification of . ..1
ground FacIlitIes and repamng . any damage those reports and drawmgsrelatmg to a Hazardous . .
thereto resulting from the Work. Environmental Condition identified at the Site, if any, that
have been utilized by the Engineer in the preparation of I
B. Not Shown or Indicated the Contract Documents.
1. If an Underground Facility is uncovered or B. Limited Reliance by Contractor on Technical
revealed at or contiguous to' the Site which was not shown Data Authorized: Contractor may rely upon the general I
or indicated, or not shown or indicated with reasonable accuracy of the "technical data" contained in such reports
accuracy in the Contract Documents, Contractor shall, and drawings, but such reports and drawings are not
promptly after becoming aware thereof and before further Contract Documents. Such "technical data" is identified I
disturbing conditions affected thereby or perfonning any in the Supplementary Conditions. Except for such reliance
Work in connection therewith (except in an emergency as on such "technical data," Contractor may not rely upon or
required by Paragraph 6.16.A), identify the owner of such. make any claim against Owner or Engineer, or any of I
Underground Facility and give written notice to that their Related Entities with respect to:
owner and to Owner and Engineer. Engineer will
EJCDC C-700 Standard General Conditions of the Construction Contract.
Copyright@ 2002 National Society of Professional Engineers forEJCDC. AU rights reserved. I
00700 - 13
.,I~, "",..". .. ,0.......__,.. .,.".,.,.'"'' "......0__".'_~,,,._,,..~.,_;_:...,_,,....>...,.._..,,.....,.,,....""'" ,.".. '..h......'"'' ,.. ..,..'.. .,...,.....,............,.".........."'.........,..;.,.;..>.;......,.,..... ......,............. ..,..... , . . .. "
1. the completeness of such reports and drawings entitlement to or on the amount or extent, if any, of an"'~""" ...
.1 -for Contractor's purposes, including, but not limited to, adjustment in Contract Price or Contract Times as a result
{ any aspects of the means, methods, techniques, sequences of deleting such portion of the Work, then either party
and procedures of construction to be employed by may make a Claim therefor as provided in Paragraph
Contractor and safety precautions and programs incident 10.05. Owner may have such deleted portion of the Work
I ' thereto; or performed by Owner's own forces or others in accordance
, with Article 7.
2. other data, interpretationS, opinions and
I ~f~nnati~n containe~in such reports or shown or . G. To the fullest ~xt.ent t:ermitted by Laws an.d
mdicated ill such draWIngs; or Regulations, Owner shallmdemmfy and hold harmless
. Contractor, Subcontractors, and Engineer, and the
3. any Contractor interpretation of or conclusion officers, directors, partners, employees, agents,
I drawn from any "teclmical data" or any such other data, consultants, and subcontractors of each and any of them .
interpretations, opinions or information. from and against all claims, costs, losses, and damages
(including' but not limited to all fees and charges of
Ie. Contractor shall not be responsible for any engineers, architects, attorneys, and other professionals
Hazardous Environmental Condition uncovered or re- and all court or arbitration or other dispute resolution
vealed at the Site which was not shown or indicated in costs) arising out of or relating to a Hazardous
Drawings or Specifications or identified in the Contract Environmental Condition, provided that such Hazardous
I Documents to be within the scope of the Work. Environmental Condition: (i) was not shown or indicated
Contractor shall be responsible for a Hazardous in the Drawings or Specifications or identified in the
Environmental Condition created. with any materials Contract Documents to be included within the scope of
I brough~ to the Site by Contractor, Subcontractors, the Work, and (ii). was not created by Contractor or. by
Suppliers, or anyone else for whom Contractor is anyone for whom Contractor is responsible. Nothing in
responsible. this Paragraph 4.06. G shall obligate Owner to indenmify
any individual or entity from and against the conse-
'I D. If. Contractor encounters a Hazardous quences of that individual's or entity's own negligence.
Environmental Condition or if Contractor or anyone for
whom Contractor is. responsible creates a Hazardous H. To the fullest extent permitted by Laws and
Environmental Condition, Contractor shall immediately: Regulations, Contractor shall indemnify and hold
I (i) sec:rre or othe~se .isolate such c.o?dition; ~ii) stop all harmless Owner and Engineer, and the officers, directors,
Work m connection wlth such condltion and m any area partners, employees, agents, consultants, and
affected thereby (except in an emergency as required by subcontractors of each and any of them from and against
'I Paragraph 6.16.A); and (Hi) notify Owner and Engineer all claims, costs, losses, and damages (including but not
(and promptly thereafter confirm such notice in writing). limited to all fees and charges of engineers, architects,
Owner shall promptly consult with Engineer concerning attorneys, and other professionals and all court or
I the necessity 'for Owner to retain a qualified expert to arbitration or other dispute resolution co.stS) arising out of
evaluate such condition or take corrective action, if any. . or relating to a Hazardous Environmental Condition
created by Contractor or by anyone for whom Contractor
E. Contractor. shall not be required to resume is responsible.. Nothing in this Paragraph 4.06.H shall
I Work in connection with such condition or in any affected obligate Contractor to indemnify any individual or entity
area until after Owner has obtained any required permits from and against the consequences of that individual's or
related thereto and delivered to Contractor written notice: entity's own negligence.
(i) specifying that such condition and any affected area is
I o.~ has b~en. rendered saf~ forthe.~esumptionof ~ork; or . I. The provisions of Paragraphs 4.02,.4.03, and
(11) speclfymg any speclalcondltlOnS under whIch such 4.04 do not apply to a Hazardous Envlronmental
Work may be resumed safely. If Owner and Contractor Condition uncovered or revealed at the Site.
I cannot agree as to entitlement to or on the amount or
. extent, if any, of any adjustment in Contract Price or
Contract Times, or both, as a result of such Work stop- ARTICLE 5 - BONDS AND INSURANCE
page or such special. conditions under which Work is
I agreed to be resumed by Contractor, either party may
make a Claim therefor as provided in Paragraph 10.05. 5.01 Pelformance, Payment, and Other Bonds
IF. If after receipt of such written notice A. Contractor shall furnish performance and
. Contractor does not agree to resume such Work based on payment bonds; each in an amount at least equal to the
a reasonable belief it is unsafe, or does not agree to Contract Price as security for the faithful performance and
resume such Work under such special conditions, then payment of all of Contractor's obligations under the
I Owner mayorder the portion of the Work that is in the Contract Documents. These bonds shall remain in effect
area affected by such condition to be deleted from the until one year after the date when fmal payment becomes
Work. If Owner and Contractor cannot agree as to due or until completion of the correction period specified
I EJCDC C-700 Standard General Conditions of the Construction Contract.
Copyright @ 2002 National Society of Professional Engineers for EJCDC. All rights reserved.
00700 - 14
^-in Paragraph 13.07, whichever is later, except as provided^" "'-from claims set forth below which may arise out of or""I,,",.
otherwise by Laws or Regulations or by the Contract result from Contractor's performance of the Work and
Documents. Contractor shall also . furnish such other Contractor's other obligations under the' Contract I
bonds as are required by the Contract Documents.. Documents, whether it is to be performed by Contractor, .
any Subcontractor or Supplier, or by anyone directly or
B. AU bonds shall be in the form prescribed by indirectly employed by any of them to perform any of the,
the Contract Documents except as provided otherwise by Work, or by anyone for whose acts any of them may be 1
Laws or Regulations, and shall be executed by such liable:
sureties as are named in the current list of "Companies
Holding Certificates of Authority as Acceptable Sureties 1. '. claims under workers' compensation, I
on Federal Bonds and as Acceptable ReinsUring Compa- disability benefits, and other similar employee benefit
nies" as published in Circular 570 (amended) by the acts;
Financial Management Service, Surety Bond Branch, U.S.
Department of the Treasury. All bonds signed by an agent 2. claims for damages because of bodily injury, I
must be accompanied by a certified copy of the agent's ,occupational sickness or disease, or death of Contractor's
authority to act. employees;
C. If the surc;:ty on any bond furnished by 3. claims for damages because of bodily injury, I
Contractor is declared bankrupt or becomes insolvent or sickness or disease, or death of any person other than
its right to do business is terminated in any state where Contractor's employees; I
any part of the Project is located or it ceases to meet the
requirements of Paragraph 5.01.B, Contractor shall 4. claims for damages insured by reasonably
promptly notify Owner and Engineer and shall, within 20' available personal injury liability coverage which are sus-
days after the event giving rise to such notification, tained: I
provide another bond and surety, both of which shall
comply with the requirements of Paragraphs 5.01.B and a. by any person as a result of an offense directly
5.02. or indirectly related to. the employment of such
person by Contractor, or I
5.02 Licensed Sureties and Insurers
b. by any other person for any other reason;.
A. All bonds and insurance required . by the I
Contract Documents to be purchased and maintained by 5. claims for damages, other than to the Work
Owner or Contractor shall be obtained from surety or itself, because of injury to or destruction of tangible
insurance companies that are duly licensed or authorized property wherever located, including loss of use resulting
in the jurisdiction in which the Project is located to issue therefrom; and I
bonds or insurance policies for the limits and coverages
so required. Such surety and insurance companies shall 6. claims for damages bec'ause of bodily injury or
also meet such additional requirements and qualifications death of any person or property damage arising out of the I
as may be provided in the Supplementary Conditions. ownership, maintenance or use of any motor vehicle.
5.03 Certificates of Insurance B. The policies of insurance required by this
Paragraph 5.04 shall: I
A. Contractor shall deliver to Owner, with copies
to each additional insured identified in the Supplementary 1. with respect to insurance required by
Conditions, . certificates of insurance (and other evidence Paragraphs 5.04.A.3 through 5.04.A.6 inclusive, include I
of insurance requested by Owner or. any other additional as additional insured (subject to anycustomaryexclusioI).
insured) which Contractor is required to purchase and regarding professional liability) Owner and Engineer, and
maintain. any other individuals or entities identified in the Supple-
mentary Conditions, all of whom shall be listed as addi- I
B. Owner shall deliver to Contractor, with copies tional . insureds, and include coverage for the respective
to each additional insured identified in the Supplementary officers, directors, partners, employees, agents,
Conditions, certificates of insurance (and other evidence consultants and subcontractors of each and any of all such I
of insurance requested. by Contractor or any other additional insureds, and the insurance afforded to these
additional insured) which Owner is required to purchase, additional insureds shall provide primary coverage for all
and maintain. claims covered thereby;
5.04 Contractor's Liability Insurance 2. include at least the specific coverages and be I
written for not less than the limits of liability provided in
A. Contractor shall purchase and maintain such the Supplementary Conditions or required by Laws or I
liability and other insurance as is appropriate for the Regulations, whichever is greater;
Work being performed and as will provide protection
EJCDC C-700 Standard General Conditions of the Construction Contract.
Copyright@2002 National Society of Professional Engineers for EJCDC. All rights reserved. I
00700 - 15
..- I. . .,..,."... . ........_.. ........................._.._...........4................'0................ ......."....... .....,..;...........;.,., ............,. .., ...., ... ........ ........... ... . . ....... .. .. .... . . . .. .
3. include completed operations insurance; .... . "'2. be wntteu"on'-ii'Builder's' RiSk' "all-nsk"or
I open peril or special causes of loss policy form that shall
4. include . contractual liability insurance at least include insurance for physical loss or damage to
covering Contractor's indennrlty obligations under the Work, temporary buildings, false work, and materials
Paragraphs 6.11 and 6.20; and equipment in transit, and shall insure against at least
I the following perils or causes of loss: fIre, lightning,
5: contain a provision or endorsement that the extended coverage, theft, vandalism. and malicious
coverage afforded will not be canceled, materially mischief, earthquake, collapse, debris removal,
I changed or renewal refused until. at least 30 days prior . demolition occasioned by enforcement of Laws and
written notice has been given to. Owner and Contractor Regulations, water damage, (other than caused by flood)
and to each other additional insured identified in the and such other perils or causes of loss as may be specifI-
Supplementary Conditions to whom a certificate of cally required by the Supplementary Conditions;
I . insurance has been issued (and the certifIcates of
insurance furnished by the Contractor pursuant to 3. include expenses incurred in the repair or
Paragraph 5;03 will so provide); replacement of any insured property (including but not
I 6. remain in effect at least until fmal paYment limited to fees and charges of engineers and architects);
and at all times thereafter when Contractor may be 4. cover materials and equipment stored at the
correcting, removing, or replacing defective Work in Site or at another location that was agreed to in writing by
I' accordance with Paragraph 13.07; and Owner prior to being incorporated in the Work, provided
that such materials and equipment have been included in
7. with respect to completed operations insur- an Application for Payment recommended by Engineer;
I ance, and any insurance coverage written on a c1aims-
made basis, remain in effect for at least two years after 5. allow for partial utilization of the Work by
final payment. Owner;
I a. Contractor shall furnish Owner and each other 6. include testing and startup; and
additional insured identified in the Supple-
mentary Conditions, to whom a certifIcate of 7. be maintained in effect until fmal payment is
I insurance has been issued, evidence. satisfactory . made unless otherwise agreed to in writing by Owner,
to Owner and any such additional insured of Contractor, and Engineer with 30 days written notice to
continuation of such insurance at fInal payment each other additional insured to whom a certificate of
and one. year thereafter. insurance has been issued.
I 5.05 Owner's Liability Insurance B. Owner shall purchase and maintain such
boiler and machinery insurance or. additional property
.1 A. In addition to the insurance required to be insurance as may be required by the Supplementary
provided by Contractor under Paragraph 5.04, Owner, at Conditions or Laws and Regulations which will include
Owner's option, may purchase and maintain at Owner's. the interests of Owner, Contractor, Subcontractors, and
expense Owner's own liability insurance as will protect Engineer, and any other individuals or entities identified
I Owner against claims which may arise from operations in the Supplementary Conditions, and the officers,
under the Contract Documents. . directors, . partners, employees, agents, consultants and
subcontractors of each and any of them, each of whom is
I 5.06 Property Insurance deemed to have an insurable interest and shall be listed as
an insured or additional insured.
A. Unless otherwise provided in the . Supple~
mentary Conditions,. Owner shall purchase. and maintain C. All the policies of insurance (and the certifi-
I property insurance upon the Work at the Site in the cates or other evidence thereof) required to be purchased
amount of the full replacement cost thereof (subject to and maintained in accordance with Paragraph 5.06 will
such deductible amounts as may be provided in the contain a provision or endorsement that the coverage
I Supplementary Conditions or required by Laws and afforded will not be canceled or materially changed or
Regulations). This insurance shall: renewal refused until at least 30 days prior written notice
'has been given to Owner and Contractor and to each other
1. include the interests of Owner, Contractor, additional insured to whom a certificate of insurance has
I Subcontractors, and Engineer, and any other individuals been issued and will contain waiver provisions in accor-
or entities identified in the ~upplementary Conditions, dance with Paragraph 5.07.
and the officers, directors, partners, employees, agents,
I consultants and subcontractors of each and any of them, D. Owner shall not be responsible for purchasing .
each of whom is deemed to have an insurable interest and and maintaining any property insurance specifIed in this
shall be listed as an insured or additional insured; Paragraph 5.06 to protect the interests of Contractor,
Subcontractors, or others.in the Work to the extent of any
,I EJCDC C-700 Standard General Conditions of the Construction Contract.
Copyright @ 2002 National Society oC ProCessional Engineers for EJCDC. All rights reserved.
00700 - 16
,,-v. " dedu:ctibleiiiiountsthafare'ideritified .. ill the ...... Supple':-"'-'" ~"'~"'-""~"-l.loss'dueto. business intermption,loss of use, "'- ,"",I~":b
mentary Conditions. The risk of loss. within such or other consequential loss extending beyond direct
identified deductible amount will be borne by Contractor, physical loss or damage to Owner's property or the Work I
Subcontractors, or others suffering any such loss, and if caused by, arising out of, or resulting from fire or other
any of them wishes property insurance coverage within perils whether or not insured by Owner; and
the, limits of such amounts, each may purchase 'and I
maintain it at the purchaser's own expense. 2. loss or damage to the completed Project or
part thereof caused by, arising out of, or resulting from
E. If Contractor requests in writing that other ' fire or other insured Peril or cause of loss covered by any
special insurance. be included in the property insurance property insurance maintained on the. completed Project I
policies provided under Paragraph 5.06, Owner shall, if or part thereof by Owner during partial. utilization
possible, include such insurance, and the cost thereof will pursuant to Paragraph 14.05, after Substantial Completion
be charged to Contractor by appropriate Change Order. pursuant to Paragraph 14.04, or after fmal payment I
Prior to commencement of the Work at the Site, Owner pursuant to Paragraph 14.07.
shall in writing advise Contractor whether or not such
other insurance has been procured by Owner. C. Any insurance policy maintained by Owner
covering any loss, damage or. consequential loss referred I
5.07 Waiver of Rights to in Paragraph 5.07.B shall contain provisions to the
effect that in the event of payment of any such loss,
A. Owner and Contractor intend that all poliCies damage, or consequential loss, the insurers will have no I
purchased in accordance with Paragraph 5.06 will protect rights of recovery against Contractor, Subcontractors, or
Owner, Contractor, Subcontractors, and Engineer, and all Engineer, and the officers, directors, partners, employees,
other individuals or entities identified in the Supp1e- agents, consultants and subcontractors of each and any of
mentary Conditions to be listed as insureds or additional them. I
insureds (and the officers, directors, partners, employees,
agents, consultants and subcontractors of each and any of 5.08 Receipt and Application of Insurance Proceeds
them) in such policies and will provide primary coverage I
for all losses and damages' caused by the perils or causes A. Any insured loss under the policies of
of loss. covered thereby. All such policies shall contain insurance required by Paragraph 5.06 will be adjusted
provisions to the effect that in the event of payment of with Owner and made payable to Owner as fiduciary:for
any 'loss. or damage the.. insurers will have. no rights . of the insureds, as their interests may appear, subjecttothe I
recovery against any of the insureds or additional insureds requirements of any applicable mortgage clause and of
thereunder. Owner and Contractor waive all rights against Paragraph 5.08.B. Owner shall deposit in a separate
each other and their respective officers, directors, account any money so received and shall distribute it in
partners, employees, agents, consultants and accordance with such agreement as the parties in interest I
subcontractors of each and any of them for all losses and may reach. If no other special agreement is reached, the
damages caused by, arising out of or resulting from any of damaged Work shall be repaired or replaced, the moneys
the perils or causes of loss covered by such policies and so received applied on account thereof, and the Work and I
any other property insurance applicable to the Work; and, the cost thereof covered by an appropriate Change Order .
in addition, waive all such rights against Subcontractors,
and Engineer, and all other individuals or entities B. Owner as fiduciary shall have power to adjust
identified in the Supplementary Conditions to be listed as and settle any loss with the insurers unless one of the I
insured or additional insured (and the officers, directors, parties in interest shall object in writing within 15 days
partners, employees, agents, consultants and after the occurrence of loss to Owner's exercise of this
subcontractors .of each and any ,of them) under such power. If such objection be made, Owner as fiduciary I
policies for losses and damages so caused. None of the shall make settlement with the insurers in accordance with
above waivers shall extend to the rights that any party such agreement as the parties in interest may reach. If no
making such waiver may have to the proceeds of such agreement among the parties in interest is reached,
insurance held by Owner as trustee or otherwise payable Owner as fiduciary shall adjust and settle the loss with the I
under any policy so issued. insurers and, if required in writing by any party in
interest, Owner as fiduciary shall give bond for the proper
B. Owner waives all rights against Contractor, performance of such duties. I
Subcontractors, and Engine'er, and the officers, directors,
partners, employees, agents, consultants and 5.09 Acceptance of Bonds and Insurance; Option to
subcontractors of each and any of them for: Replace
A. If either Owner or Contractor has any I
objection to the coverage afforded by or other provisions
of the bonds or insurance required to be purchased and I
maintained by the other party in accordance with Article 5
on the basis of non-conformance with the Contract
EJCDC C-700 Standard General Conditions of the Construction Contract. I
Copyright@2002 National Society of Professional Engineers for EJCDC. All rights reserved.
00700 -17
. I. . - ....."....,.., ."."" . "'."" ...,... c...., , . ........,...,..".....,.~c. ''''.~'''.''''.'..'''.'' ....",.,..,..,,,,.... ... ", .'"'' "."" -~.. .'.,C "...,,,.,._......,L.""c..,.........;,.,...c.... .....,.. .. ......."... ......., .......... ,.. . .-.. ....... .... .,
Documents, the objecting 'party shall so notify the other received from the superintendent shall be binding' on'-. ....'.,.".. ....-
I party in writing within 10 days after receipt of .the Contractor.
certificates (or other evidence requested) required by
Paragraph 2.01.B. Owner and Contractor shall each 6.02 Labor,' Working Hours
provide to the other such additional infonnation'in respect
I of insurance provided .as the other may reasonably A. Contractor shall provide competent, suitably
request. If either party does not purchase or maintain all qualified personnel to survey' and layout the Work and
of the bonds and insurance required of such party by the perform construction as required by the Contract Docu-
I. Contract Documents, such party shall notify the other ments. Contractor shall at all times maintain good disci-
party in writing of such failure to purcJulse prior to the pline and order at the Site.
start of the Work, or of such failure to maintain prior to
any change in the required coverage. Without prejudice to B. Except as otherwise required for the safety or
I any other right or remedy, the other party may elect to protection of persons or the Work or property at the Site
obtain equivalent bonds or insurance to protect such other or adjacent thereto, and except as otherwise stated in the
party's interests at the expense of the party who was Centract Documents, all Work at the Site shall be
I required to provide such coverage, and a Change Order performed during regular working hours. Contractor will
shall. be issued to adjust the Contract Price accordingly. not permit the performance of Work on a Saturday,
Sunday, or any legal holiday without Owner's. written
5.10 Parti~l Utilization, Acknowledgment of Property consent (which will not be unreasonably withheld) given
I Insurer . after prior written notice to Engineer.
A. If Owner finds it necessary to occupy or use a 6.03 Services, Materials, and Equipment
I portion or portions of the Work prior to Substantial
Completion of all . the Work as provided in Paragraph A. Unless otherwise specified in the Co:q.tract
14.05, no such use or occupancy shall commence before Documents, Contractor shall provide and assume full
the insurers providing the property insurance pursuant to responsibility for all services,.materials, equipment, labor,
I Paragraph 5.06 have acknowledged notice thereof and in transportation, construction equipment and machinery,
writing effected any changes in coverage necessitated tools, appliances, fuel, power,. light, heat, telephone,
thereby. The insurers providing. the property insurance .water, sanitary facilities, temporary facilities, and all other
I shall consent. by endorsement on the. policy or. policies, facilities and incidentals .. necessary for. the performance,
but the property insurance shall not be canceled or testing, start-up, and completionofthe Work.
permitted to lapse on account of any such partial use or
occupancy. B. All materials and equipment incorporated into
I the Work shall be as specified or, if not specified, shall be
of good quality and new, except as otherwise provided in
ARTICLE 6 - CONTRACTOR'S RESPONSIDILITIES the Contract Documents. All special warranties and
I guarantees required by the Specifications shall expre~sly
run to the benefit of Owner. If required by Engineer,
6.01 Supervision and Superintendence Contractor shall furnish satisfactory evidence (including
reports of required tests) as to the source, kind, and
I A. Contractor shall supervise, inspect, and direct quality of materials and equipment.
the Work competently and efficiently, devoting such C. All materials and equipment shall be stored,
attention thereto and applying such skills and expertise as
I may be necessary to perform the Work in accordance with applied, installed, connected, erected, protected, used,
the Contract Documents. Contractor shall 'be solely cleaned, and. conditioned in accordance with instructions
responsible Jor the means, methods, techniques, of the applicable Supplier, except as otherwise may be
sequences, and procedures of construction. Contractor provided ill the COntract Documents.
I shall not be responsible for the negligence of Owner or 6.04 Progress Schedule
Engineer in the design or specification of a specific
means, method, technique, sequence, or procedure of A. Contractor shall adhere to the Progress
I construction which is shown or indicated. in and expressly
required by the Contract Documents. Schedule established in accordance with Paragraph 2.07
as it may be adjusted from time to time as provided
B. At all times during the progress of the Work, below.
I Contractor shall assign a competent resident superin-
tendent who shall not. be replaced without written notilte
to Owner and Engineer except under extraordinary
I circumstances. The superintendent will be Contractor's
representative at the Site and shall have authority to act on
behalf of Contractor. All communications given to or
I EJCDC C-700 Standard General Conditions of the Construction Contract.
Copyright@2002 National Society ofProfessionlll Engineers for EJCDC. All rights reserved.
00700 -18
~,.,."..". ..... ....>...'1:. Contractof" shall ..subIDit.... to"Engineer for' "... "",~,;""",~",,,,,,,;,,,"h"""'.' .................. ....... .....,... ,.._...,...._...~h'"'.,,'".I~;;,
acceptance (to the extent indicated in Paragraph 2.07) 2) it will conform substantially to the
proposed adjustments in the Progress Schedule that will detailed requirements of the item named in the I
not result in changing the Contract Times. Such adjust- Contract Documents.
ments will comply with any provisions of the General Re-
quirements applicable thereto. 2. Substitute Items
I
2. Proposed adjustments in the Progress a. If in Engineer's sole discretion an item of
Schedule. that will change the Contract Times shall be material or equipment proposed by Contractor
submitted in accordance with the requirements of Article does not qualify as an "or-equal" item under I
12. Adjustments in Contract Tiines may only be made by Paragraph 6.05.A.l, it will be considered a
a Change Order. proposed substitute item.
6.05 Substitutes and "Or-Equals" b. Contractor shall submit sufficient information I
as provided below to allow Engineer to
A. Whenever an item of material or equipment is determine that the item of material or equipment
. specified or described. in the. Contract Documents by , proposed is essentially equivalent to that named I
using the name of a proprietary item or the name of a anq an acceptable substitute therefor. Requests
particular Supplier, the specification or description is . for review of proposed substitute items of
intended to establish the type, function, appearance, and material or equipment will not be. accepted by I
quality required. Unless the specification or description Engineer from anyone other than Contractor.
contains or is followed by words reading that no like,
equivalent, or "or-equal" item or no substitution is' c. The requirements for review by Engineer will
pennitted, other items of material or equipment or be as set forth in Paragraph 6.05.A.2.d, as I
material or equipment of other Suppliers may be supplemented in the General Requirements and
submitted to Engineer for review under the circumstances as Engineer may decide is appropriate under the
described below. circumstances.
1. "Or-Equal" Items: If in Engineer's sole d. Contractor shall make written application to I
discretion an item of material or equipment proposed by Engineer for review of a proposed substitute item
Contractor is functionally equal. to that, .named and of material. or equipment that Contractor seeks to I
sufficiently similar so that no change in related Work will furnish or use. The application:
be required, it may be considered by Engineer as an
"or-equal" item, in which case review and approval of the 1) shall certify that the proposed substi-
proposed item may, in Engineer's sole discretion, be tute item will: I
accomplished without compliance with some or all of the
requirements for approval of proposed substitute items. a) perform adequately the functions and
For the purposes of this Paragraph 6.0S.A.1, a proposed achieve the results called for by the I
item of material or equipment will be considered general design,
functionally equal to an item so named if:
b) be similar in substance to that I
a. in the exercise of reasonable judgment specified, and
Engineer determines that;
c) be suited to the same use as that
1) it is at lea.st equal. in materials of specified; I
construction, quality,. durability, appearance,
strength, and design characteristics; 2) will state:
2) it will reliably perform at least a) the extent, if any, to which the use of I
equally well the function and achieve the results the proposed substitute item will preju-
imposed by the design concept of the completed dice Contractor's achievement of
Project as a functioning whole, Substantial Completion on time; I
3) it has a proven record of performance b) whether or not use of the proposed
and availability of responsive service; and substitute item in the Work will require
a change in any of the Contract Docu- I
b. Contractor certifies that, if approved and ments (or in the provisions of any other
incorporated into the Work: direct contract with Owner for other
work on the Project) to adapt the design I
1) there will be no increase in cost to . to.the proposed substitute item; and
the Owner or increase in Contract Times, and
EJCDC C-700 Standard General Conditions oCthe Construction Contract. I
Copyright@2002 National Society oCProfessional Engineers for EJCDC. All rights reserved~
00700 - 19 .. . I
+I~",., ....., "~.",,,,""'M.''''''''. ""."","''''''''''''.'''''''''.'''.'' ',..,.., "."". ",.., ,."., '.". ", ,. ,,,.....,,,.,.,.->",.,,,,,,,,, .,,, "",.""~,,,. "., ",' "".'
c) whether or not incorporation or use Documents (or in the' provlslons"(j:f"any'6ther'dire"Ct"'---'"
I of the proposed substitute item in con- contract with Owner) resulting from the acceptance of
nection with the Work is subject to ' each proposed su~stitute.
payment of any license fee or royalty;
F. Contractor's Expense: Contractor shall
I. 3) will identify: provide all data in support of any proposed substitute or
"or-equal" at Contractor's expense.
a) all variations of the proposed
I substitute item from that specified, and 6.06 Concerning Subcontractors, Suppliers, and
Others
b) available engineering, sales,
maintenance, repair, and replacement A. Contractor shall not employ any Subcon-
I services; tractor, Supplier, or other individual or entity (including
those acceptable to Owner as indicated in Paragraph
4) and shall contain an itemized esti- 6.06.B), whether initially or as a replacement, against
I mate of all costs or credits that will result whom Owner may have reasonable objection. Contractor
directly or indirectly from use of such substitute shall not be required to . employ any Subcontractor,
item, including costs of redesign and claims of Supplier, or other individual or entity to furnish or
other contractors affected by any resulting perform any of the Work against whom Contractor has
I ~~ ~~~~
B. Substitute Construction Methods or Proce- B. If the Supplementary Conditions require the
I dures: If a specific means, method, technique, sequence, identity of certain Subcontractors, Suppliers., or other
or procedure of construction is expressly required by the individuals or entities to be submitted to Owner in
Contract Documents, Contractor may furnish or utilize a advance for acceptance by Owner by a specified date
substitute, means, method, technique, se.quence" or prior to the. Effective Date of the Agreement, and if
I procedure of construction approved by Engineer. Contractor has submitted a list thereof in accordance with
Contractor shall submit sufficient information to allow, the Supplementary Conditions, Owner's acceptance
Engineer, in Engineer's sole discretion, to determine that (either in writing or by failing to make written objection
I the substitute proposed is equivalent to ,that expressly thereto by the date indl.'cat.ed. .. for ac. ce..Pta.nce..orobjecti. on.
. called for by the Contract Documents. The requirements in the Bidding Documents or the Contract Documents) of
for review by Engineer will be similar to those provided any such Subcontractor, Supplier, or other individual or
in Paragraph 6.05.A.2. entity so identified may be revoked on the basis of reason-
I able objection after due investigation. Contractor shall
C. Engineer's Evaluation: Engineer will be submit an acceptable replacement. for the rejected
allowed a reasonable time within which to evaluate each ' Subcontractor, Supplier, or other individual or entity, and
I proposal or submittal made pursuant to Paragraphs 6.05.A the Contract Price will be adjusted by the dif. ferd,c.e in the
and 6.05.B. Engineer may require Contractor'to furnish cost occasioned by such replacement, and an appropriate
additional data about the proposed substitute item. Change Order will be issued. No acceptance by Owner of
Engineer will be the sole judge of acceptability. No "or any such Subcontractor, Supplier, or other individual or
I equal" or substitute will be ordered, installed or utilized entity, whether initially or as a replacement, shall consti-
until Engineer's review is complete, which . will be tute a waiver of any right of Owner or Engineer to reject
evidenced by either a Change Order for a substitute or an defective Work.
approved Shop Drawing for an "or equa1." Engineer will
.1 advise Contractor in writing of any .. negative . C. Contractor shall be fully responsible to Owner
. determination. and Engineer for all acts and omissions of the
Subcontractors, . Suppliers, and other individuals or
I D. Special Guarantee: Owner may require entities performing or furnishing any of the Work just as
Contractor to furnish at Contractor's expense a special Contractor is responsible for Contractor's own acts and
performance guarantee or other surety with respect to any omissions. Nothing in the Contract Documents:
substitute.
I 1. shall create for the benefit of any such
E. Engineer's Cost Reimbursement: Engineer Subcontractor, Supplier, or other individual or entity any
will record Engineer's costs in evaluating a substitute contractual relationship between Owner or Engineer and
I. proposed or submitted by Contractor pursuant to any such Subcontractor, Supplier or other individual or
Paragraphs 6.05.A.2 and 6.05.B Whether or not Engineer entity, nor
approves a substitute item so proposed or submitted by
Contractor, Contractor shall reimburse Owner for the 2. shall anything in the Contract Documents
I charges of Engineer for evaluating each such proposed create any obligation on the part of Owner or
substitute. Contractor shall also reimburse Owner for the Engineer to payor to see. to the payment of any moneys
charges of Engineer. for making changes in the Contract due any such Subcontractor, Supplier, or other individual
I EJCDC C-700 Standard General Conditions of the Construction Contract.
Copyright@ 2002 National Society of Professional Engineers for EJCDC. All rights reserved.
00700 - 20
"~"--or entity except as may otherwise be required byLaws ~~-,--~-~" B.To the fullest extent penilltted by Laws and--;-"",-I,~,
and Regulations. Regulations, Contractor' shall indemnify and hold
hannless Owner and Engineer, and the officers, directors, I
D. Contractor shall be solely responsible for partners, employees, agents, consultants and
scheduling and coordinating the Work of Subcontractors, subcontractors of each and any of them from a~d against
Suppliers, and other individuals or entities performing or all claims, costs, losses, and damages (including but not
furnishing any of the Work under a direct or indirect limited to all fees and charges of engineers, architects, I
contract with Contractor. attorneys, and other professionals and all court or
arbitration or other dispute resolution costs) arising out of
E. Contractor shall require all Subcontractors, or relating to any infringement of patent rights or I
Suppliers, and such other individuals or entities per- copyrights incident to the use in the performance of the
forming or furnishing any of the Work to communicate Work or resulting from the incorporation in the Work of
with Engineer through Contractor. any invention, design, process, product, or device not
specified in the Contract Documents. I
F. The divisions and sections of the Specifica- '
tions and the identifications of any Drawings shall not 6.08 Permits
control Contractor in dividing the Work among Subcon-
tractors or Suppliers or delineating the Work to be A. Unless otherwise provided in the sUPPle-I
performed by any specific trade. mentary Conditions, Contractor shall obtain and pay for
all construction permits and licenses. Owner shall assist
G. All Work performed for Contractor by a Contractor, when necessary, in obtaining such permits I
Subcontractor or Supplier will be pursuant to an appro- and licenses. Contractor shall pay all governmental
priate agreement between Contractor and the charges ana inspection fees necessary for the prosecution
Subcontractor or Supplier which specifically binds the of the Work which are applicable. at the time of opening I
Subcontractor or Supplier to the applicable terms and of Bids, or, if there are no Bids, on the Effective Date of
conditions of the Contract Documents for the benefit of the Agreement. Owner shall pay all charges of utility
Owner and Engineer. Whenever any such agreement is owners for connections for providing permanent service
with a Subcontractor or Supplier who is listed as an to the W ork.1
additional insured on the property insurance provided in
Paragraph 5.06, the agreement between the Contractor 6.09 Laws and Regulations
and the. Subcontractor or Supplier will contain provisions
whereby the Subcontractor or Supplier waives all rights A. Contractor shall give all notices required by I
against Owner, Contractor, and Engineer" and all other and shall comply with all Laws and Regulations applica-
individuals or entities identified in the Supplementary ble to the performance of the Work.' Except where
Conditions to be listed as insureds or additional insureds otherwise expressly required ~y applicable Laws ,lOd I
(and the officers, directors, partners, employees, agents, Regulations, neither Owner nor Engineer shall be
consultants and subcontractors of each and any of them) responsible for mo'nitoring Contractor's compliance with
for all losses and damages caused by, arising out of, any Laws or Regulations.
relating to, or resulting from any of the perils or causes of .1
loss covered by such policies. and any other property B. If Contractor performs any Work knowing or
ins~ance applicable to the Work. If the insurers on any having reason to know that it is contrary to Laws or
such policies require separate waiver forms to be signed Regulations, Contractor shall bear. all claims, costs, I
by any Subcontractor or Supplier, Contractor will obtain losses, and damages (including but not limited to all fees
the same. and charges of engineers, architects, attorneys, and other
professionals and all court or arbitration or other dispute
6.07 Patent Fees and Royalties resolution c~sts) arising out of or relating to such,:\,ork. I
However, it shall not '. be. Contractor'spnmary
A. Contractor shall pay all license fees and responsibility to make certain that the Specifications and
royalties and assume all costs incident to the use in the Drawings are in accordance with Laws and Regulations, I
performance of the Work or the incorporation in the Work but this shall not relieve Contractor of Contractor's
of any invention, design, process, product, or device obligations under Paragraph 3.03.
which is the subject of patent rights or copyrights held by
others. If a particular invention, design, process, product, C. Changes in Laws or Regulations not known at I
or device is specified in the Contract Documents for use the time of opening of Bids (or, on the Effective Date of
in the performance of the Work and if to the actual the Agreement if there were no Bids) having an effect on
knowledge of Owner or Engineer its use is subject to the cost or time of performance of the Work shall be the I
patent rights or copyrights calling for the payment of any subject of an adjustment in Contract Price or Contract .
li~ense fee or royalty to others, the existence of such Times. If Owner and Contractor are unable to agree on
rights shall be disclosed by Owner in the Contract entitlement to or on the amount or extent, if any, of any I
Documents. such adjustment, .. a... Claim may be made therefor as
provided in Paragraph 10.05.
EJCDC C-700 Standard General Conditions of the Construction Contract.
Copyright@2002 National Society of Professional Engineers for EJCDC. All rights reserved. I
00700 - 21
I " _.. _.__'''~__':~~'''''_''> '~c"~;'__"''':'''''' ,_.,,' ....,_''''_',oC.'',.,,''._:.u.~~__ .;~.;" .::",;~,^_,_,',"",_,...,;.;,.~,_ . _,,~~ . ,;' 'W~",,ci."'_~'''''''_.'''''':''''''''''~_''''''_' .-_c "W'_..' _ _._,,'" ','., "".'~" ",_. ." . ...: D. LoadingSiritCiureiYCoritractorshilll notload
I 6.10 Taxes nor pennit any part of any structure to be loaded in any
manner that will endanger the structure, nor shall
A. Contractor shall pay all sales, consumer, use, Contractor subject any part of the Work or adjacent
and other similar taxes required to be paid by Contractor property to stresses or pressures that will endanger it.
I in accordance with the Laws and Regulations of the place
of the Project which are applicable during the 6.12 Record Documents
performance of the W oz:k.
I A. Contractor shall maintain in a safe place at the
6.11 Use of Site and Other Areas . Site. one record copy of all Drawings, Specifications,
Addenda, Change Orders, Work Change Directives, Field
A. Limitation on Use of Site and Other Areas Orders, and written interpretations and clarifications in
I good order and annotated to show changes made during
1. Contractor shall- confine construction equip- construction. These record documents together with all
ment, the storage of materials and equipment, and the approved Samples and a counterpart of all. approved Shop
I operations of workers to the Site and other areas - Drawings will be available to Engineer for reference.
pennitted by Laws and Regulations, and shall not Upon completion of the Work, these record documents,
unreasonably encumber. the Site and other areas with Samples, and Shop Drawings vvill be delivered to Engi~.
construction equipment or other materials or equipment. neer for Owner.
I Contractor shall assume full responsibility for any
damage to any such land or area, or to the owner or 6.13 Safety and Protection
occupant thereof, or of any adjacent land or areas
I resulting.from the performance of the Work. A. Contractor shall be solely responsible for
initiating, maintaining md supervising all safety precau-
2. Should any claim be made by any such owner tions and programs in connection with the Work.
or occupant because of the performance of the Work, Contractor shall take all necessary. precautions for the
I Contractor shall promptly settle with such other party by safety of, and shall provide the necessary protection to
negotiation or otherwise resolve the claim by arbitration prevent damage, injury or loss to:
or other dispute resolution proceeding or at law.
I 3.. To the fullest extentpennitted by Laws and 1. all persons on the Site or who may be affected
by the Work;
Regulations, Contractor shall indenmify and hold
hanilless Owner and Engineer, and the officers, directors, 2. all the Work and materials and equipment to
I partners, employees, agents, consultants and be incorporated therein, whether in storage on or off the
subcontractors of each and any of them from and against Site; and
all claims, costs, losses, and damages (including but not
I limited to all fees and charges of engineers, architects, 3. other property at the Site or adjacent thereto,
. attorneys, and other professionals and all court or including trees, shrubs, lawns, walks, pavements,
arbitration or other dispute resolution costs) arising out of roadways, structures, utilities, and Underground Facilities
or relating to any claim or action, legal or equitable, not designated for removal, relocation, or replacement in
I brought by any such owner or occupant against Owner, the course of construction.
Engineer, or any other party indenmified hereunder to the
extent caused by or based upon Contractor's performance B. Contractor shall comply with all applicable
of the Work. Laws and Regulations relating to the safety of persons or
I B. Removal of Debris During PerfOrmance of the property, or to the protection of persons or property from
damage, injury, or . loss; and shall erect and maintain all
Work: During the progress of the Work Contractor shall necessary . safeguards for such safety and protection..
I keep the Site and other areas free from accumulations of Contractor shall notify owners of adjacent property and of
waste materials, rubbish, and other debris. Removal and Underground Facilities and other utility owners when
disposal of such waste materials, rubbish, and other debris prosecution of the Work may affect them, and shall
shall conform to applicable Laws and Regulations. cooperate with them in the protection, removal,
I relocation, and replacement of their property.
C. Cleaning: Prior to Substantial Completion of
the Work Contractor shall clean. the Site and the Work C. All damage, injury, or loss to any property
I and make it ready for utilization by Owner. At the com- referred to in Paragraph 6.13.A.2 or 6.l3.A.3 caused,
plerion oithe Work Contractor shall remove from the Site directly or indirectly, in whole or in part, by Contractor,
all tools, appliances, construction equipment and any Subcontractor, Supplier, or any other individual or
I machinery, and surplus materials and shall. restore to entity directly or indirectly employed by any of them to
original condition all property not designated. ... for perform any ofthe Work, or anyone for whose acts any of
alteration by the Contract Documents. them may be liable, shall be remedied by Contractor
(except damage or loss attributable to the fault of Draw-
I EJCDC C-700 Standard General Conditions of the Construction Contract.
Copyright ~ 2002 National Society of Professional Engineers for EJCDC. All rights reserved.
00700 . 22
, "" ings or Specifications 'or to the . acts or omissions of . ~'~"".' "b. Data shown on the Shop Drawings will be _,..w,I;~"
Owner or Engineer or , or anyone employed by any of complete with respect to quantities, dimensions,
them, or anyone for whose acts any of them may be specified performance and, design criteria,
liable, and not attributable, directly or indirectly, in whole materials, and similar data to show Engineer the I
or in part, to the fault or negligence of Contractor or any services, materials, and equipment Contractor
Subcontractor, Supplier, or other individual or entity proposes to provide and to enable Engineer to
directly or indirectly employed by any of them). review the information for the limited purposes I
required by Paragraph 6.17.D.
D. Contractor's duties and responsibilities for
safety and for protection of the Work shall.. continue until . 2. Samples: Contractor shall also submit I
such time as all theW ork is completed and Engineer has Samples to Engineer for review and approval in accor-
issued a notice to Owner and Contractor in accordance dance with the acceptable schedule of Shop Drawings and
with Paragraph 14.07.B that th~ Work is acceptable Sample submittals.
(except as otherwise expressly provided in connection I
with Substantial Completion). a. Submit number of Samples specified in the
Specifications.
6.14 Safety Representative I
b. Clearly identify each Sample as to material,
A. Contractor shall designate a qualified and Supplier, pertinent data such as catalog numbers,
experienced safety representative at the Site whose duties the use for which intended and other data as
and responsibilities shall be the prevention of accidents Engineer may require to enable Engineer to I
and the maintaining and supervising of safety precautions review the submittal for the limited purposes
and programs. required by Paragraph 6.17.D. .
6.15 Hazard Communication Programs B. Where a Shop Drawing or Sample is required I
by the Contract Documents or the Schedule of Submittals
A. Contractor shall be responsible forcoordi- , any related Work performed prior to Engineer's review
nating any exchange of material safety data sheets or and approval of the pertinent submittal will be at the sole I
other hazard communication information required to be expense and responsibility of Contractor.
made available ... to or exchanged between or among
employers at the Site in accordance with Laws or C. Submittal Procedures . I
Regulations.
1. Before submitting each Shop Drawing or
6.16 Emergencies Sample, Contractor shall have detennined and verified:
A. In emergencies affecting the safety or protec- a. all field measurements, quantities, dimensions, I
tion of persons or the Work or property at the Site or specified performance and design criteria,
adjacent thereto, Contractor is obligated to act to prevent installation requirements, materials, catalog I
threatened damage, injury, or loss. Contractor shall give numbers, and similar information with respect
Engineer prompt -written notice if Contractor believes that thereto;
any significant changes in the Work or variations from the
Contract Documents have been caused thereby or are b. the suitability of all materials with respect to I
required as a result thereof. If Engineer determines that a intended use, fabrication, shipping, handling,
change in the Contract Documents is required because of storage, assembly, and installation pertaining to
the. action taken by Contractor in response to such an the performance of the Work; I
emergency, a Work. Change Directive or Change Order
will be issued. c. all information relative to. Contractor's
responsibilities for means, methods, techniques,
6.17 Shop Drawings and Samples sequences, and procedures of construction, and I
safety precautions and programs incident thereto;
A. Contractor shall submit Shop Drawings and and
Samples to Engineer for review and approval in accor- I
dance with the acceptable Schedule of Submittals (as d. shall also have reviewed and coordinated each
required by Paragraph 2.07). Each submittal will be Shop Drawing or Sample with other Shop
identified as Engineer may require. Drawings and Samples and with the
requirements of the Work and the Contract I
1. Shop Drawings Documents.
a. Submit number of copies specified in the 2. Each submittal shall bear a stamp or specific I
General Requirements. written certification that Contractor has satisfied
Contractor's obligations under the Contract Documents
EJCDC C-700 Standard General Conditions oC tbe Construction Contract. .
Copyright @ 2002 National Society oC ProCessional Engineers Cor EJCDC. All rights reserved. I
00700 - 23
I.,., . .",,,... ....."... ...... ......._......'""......._..................i.........-~... .................... .. ........... '. .......... ...... .'
with respect to Contractor's review and approval of that' disagreements' Wiih'()wner:-N() W6i:kshallbe"dela.yed
submittal. postponed pending resolution of any disputes or
I disagreements, except as permitted by Paragraph 15.04 or
3. With each submittal, Contractor shall give as Owner and Contractor may otherwise agree in writing.
Engineer specific written notice of any variations, that the .
I Shop Drawing or Sample may have from the requirements 6.19 Contractor's General Warranty and Guarantee
of the Contract Documents. This notice shall be both a
written communication separate from the Shop Drawing's . A. Contractor warrants and guarantees to Owner
or Sample Submittal; and, in addition, by a specific that all Work will be in accordance with the Contract
I notation made on each Shop Drawing or Sample submit- Documents and. will not. be defective. Engineer and its
ted to Engineer for review and approval. of each such Related Entities shall be entitled to rely on representation
variation. of Contractor's warranty and guarantee.
I D. Engineer's Review B. Contractor's warranty and guarantee
hereunder excludes defects or damage caused by:
1. Engineer will provide timely review of Shop
I Drawings and Samples in accordance with the Schedule 1. abuse, modification, or improper maintenance
of Submittals acceptable to Engineer. Engineer's review or operation by persons other than Contractor, Sub-
and approval will be only to determine if the items contractors, Suppliers, or any other individual or entity for
I covered by. the submittals will, after installation or whom Contractor is responsible; or
incorporation in the Work, conform to the information
given in the Contract Documents and be compatible with 2. normal wear and tear Under normal usage;
the design concept of the completed Project as a
I functioning whole as indicated by the Contract Docu- C. Contractor's obligation to perform and
ments. c0111plete the Work in accordance with the . Contract
Documents shall be absolute. None of the following will
I 2. Engineer's review and approval will not constitute an acceptance of Work that is not in accordance
extend to means, methods, techniques, sequences, or with the Contract Documents or a release of Contractor's
procedures of construction (except where a particular obligation to perform the Work in accordance with the
means, method, technique, sequence,. orprocedure..of con~ Contract Documents:
I struction is specifically and expressly called for by the
Contract Documents) or to safety precautions or programs 1. observations by Engineer;
incident thereto. The review and approval of a separate
I item as such will not indicate approval of the assembly in 2. recommendation by Engineer or payment by
which the item functions. Owner of any progress or final payment;
3. Engineer's review and approval shall not 3. the issuance of a certificate of Substantial
I relieve Contractor from responsibility for any variation Completion by Engineer or any payment related thereto
from the requirements of the Contract Documents unless by Owner;
Contractor has complied with the. requirements of
I Paragraph 6.l7.C.3 and Engineer has given written 4. use or occupancy of the Work or any part
approval of each such variation by specific written thereofby Owner;
notation thereof incorporated in or accompanying the
Shop DrawiIig or Sample. Engineer's review and approval 5. any review and approval ofa Shop Drawing' or
I shall not relieve Contractor from responsibility for Sample submittal or the issuance of a notice of acceptabil~
complying with the requirements ofParagraph6.17.C.1. itybyEngineer;
. .' .. .
I E. R..ubmitUll Procedur.. 6.. anyinspectinn, test, '" approval by oth,,,, or
1. Contractor shall make corrections required by 7. any correction of defective Work by Owner.
Engineer and shall return the required number of cor-
I reeted copies of Shop Drawings and submit, as required, 6.20 Indemnification
new Samples for review and approval. Contractor shall
direet specific attention. in writing to revisions other than A. To the fullest extent permitted by Laws and
I the corrections called for' by Engineer on previous Regulations, Contractor shall indemnify and hold
submittals. harmless Owner and Engineer, and the officers, directors,
partners, employees, agents, consultants and
6.18 Continuing the Work subcontractors of each and any of them from and against
I all claims, costs, losses, and damages (including but not
A. Contractor shall carry on the Work and adhere limited to all fees and charges of engineers, architects,
to the Progress Schedule during all. disputes or attorneys, and other professionals and all court or
I EJCDC C-700 Standard General Conditions of the Construction Contract.
Copyright @ 2002 National Society of Professional Engineers for EJCDC. All rights reserved.
. 00700 - 24
..... ..... iu:bitratloIlor other' dispute . resolution costs ) arising out of .....".... shall appear on all drawings, calculations,specifiCations,..~.".",.I.:".
or relating to the performance of the Work, provided that certifications, Shop Drawings' and other submittals
any such claim, cost, loss, o. r damage is attributable to prepared by. such professional. Shop Drawings and other I
bodily injury, sickness, disease, or death, or to injury to or submittals related to the Work designed or certified by
destruction of tangible property (other than the Work such professional, if prepared by others, shall bear such
itself), including the loss of use resulting therefrom but professional's written approval when submitted to
only to the extent caused by any negligent act or omission Engineer. I
of Contractor, any Subcontractor, any Supplier, or any
individual or entity directly or indirectly employed by any. C. Owner and Engineer shall be entitled to rely
O.f them to perfi. ormany of the Work or anyone for whose upon. the adequacy, accuracy and completeness of. the I
acts any of them may be liable. services, certifications or approvals performed by" such
design professionals, provided Owner and Engineer have
B. In any and all claims against Owner or specified to Contractor all performance and design criteria
Engineer or any of their respective consultants, agents, that such services must satisfy. I
officers, directors, partners, or employees by any employ-
ee (or the survivor or personal representative of such D. Pursuant to this Paragraph 6.21, Engineer's
employee) of Contractor, any Subcontractor, any review and approval of design calculations and design I
Supplier, or any individual or entity directly or indirectly drawings will be only for the limited purpose of checking
employed by any of them to perform any of the Work, or for conformance with performance and design criteria
anyone for whose acts any of them may be liable, the given and the design concept expressed in the Contract
indemnification obligation under paragr. aph 6.20.A shall Documents. Engineer's review and approval of Shop I
not be limited in any way by any limitation on the amount Drawings and other submittals (except design calculations
or type of damages, compensation, or benefits payable by and design drawings) will be only for the purpose stated
or for Contractor or any such Subcontractor, Supplier, or in Paragraph 6.17.D.1. I
other individual or entity under workers' compensation
acts, disability benefit acts, or other employee benefit E. Contractor shall not be responsible for the
acts. . adequacy of the performance or design criteria required
by the Contract Documents. I
C. The indemnification obligations of ContraCtor
under Paragraph 6.20.A shall not extend to the liability of .
Engineer and Engineer's. officersj directors, partners, ARTICLE 7 - OTHER WORK AT THE SITE I
employees, agents, consultants and subcontractors arising
out of:
7.01 . Related Work at Site
. 1. the preparation or approval of, or the failure to I
prepare or approve, maps, Drawings, opinions, reports, A. Owner may perform other work related to the
surveys, Change Orders, designs, or Specifications; or Project at the Site with Owner's employees, or via other
direct contracts therefor, or have other work performed by I
2. giving directions or mstructions, or failing to utility owners. If such other work is not noted in the Con-
give them, if that is the primary cause of the injury or tract Documents, then:
damage.
1. written notice thereof will be given to I
6.21 Delegation of Professional Design Services Contractor prior to starting any such other work; and
A. Contractor will not be required to provide 2. if Owner. and Contractor are unable to agree I
prof~ssional . des~gn services unless such services ate onenti~lement t?or. on the arriou~t or. extentj if an~, of .
speCIfically reqUIred by the Contract Documents for a . any adjustment In the Contract Pnce or Contract. TImes .
portion of the Work or unless such services are required that should be allowed as a result of such other work, a
to carry out Contractor's responsibilities for construction Claim may be made therefor as provided in Paragraph I
means, methods, techniques, sequences and procedures. 10.05.
Contractor shall not be required to provide professional
services in violation of applicable law. . B. Contractor sh~l1 afford each other. ~ontractor I
who IS a party to such a dIrect contract, each utilIty owner
B. If professional design services or and Owner, if Owner is performing other work with
certifications by a design professional related to systems, Owner's employees, proper and safe access to the Site, a
materials or equipment are specifically reqUire.d of reasonable opportunity for the introduction and storage of I
Contractor by the Contract Documents, Owner and materials and equipment and the execution of such other
Engineer will specify all performance and design criteria work, and shall properly coordinate the Work with theirs.
that such services must satisfy. Contractor shall cause Contractor shall d.O aU cutting, fitting, and patching of the I
such services or certifications to be provided by a Work that may be required. to properly connect or
properly licensed professional, whose signature and seal otherwise make its several parts come together and
EJCDC C-700 Standard General Conditions of the Construction Contract.
Copyright@ 2002 National Society of Professional Engineers for EJCDC. All rights reserved. I
00700 . 25
I properly integrate with such other work. shall --~ARTicLE8-:.6WNERiSRESPONSmILITIES
I not endanger any work of others by cutting, excavating,
or otherwise altering their work and will only cut or alter
their work with the written consent of Engineer and the 8.01 Communications to Contractor
others whose work will be affected. The -duties and
I responsibilities of Contractor under this Paragraph are for A. Except as otherwise provided in these General
the benefit of such utility owners and other contractors to Conditions, Owner shall issue all communications to
the extent that there are comparable provisions for the Contract9r through Engineer.
I benefit of Contractor in said direct contracts between
Owner and such utility owners and other contractors. 8.02 Replacement of Engineer
C. If the proper execution or results of any part A. In case of termination of the employment of
I of Contractor's Work depends upon work performed by Engineer, Owner shall appOL'1t an engineer to whom
others under this Article 7, Contractor shall inspect such Contractor makes no reasonable objection, whose status
other work and promptly report to Engineer in writing any under the Contract Documents shall be that of the former
I . delays, defects, or deficiencies in such other work that . Engineer.
render it unavailable or unsuitable for the proper
execution and results of Contractor's Work. Contractor's 8.03 Furnish Data
failure to so report will constitute an acceptance of such
I other work as fit and proper for integration with A. Owner shall promptly furnish the data
Contractor's Work except for latent defects and required of Owner under the Contract Documents.
deficiencies in such other work.
I 8.04 Pay When Due
7.02 Coordination
A. Owner shall make payments to Contractor
A. If Owner intends to contract with others for when they are due as provided in Paragraphs l4.02.C and
I the performance of other work on the Project at the Site, l4.07.C.
the following will be set forth in Supplementary Condi-
tions: 8.05 Lands andEasements;R.eports and Tests
I Lthe individual or entity who wilI have A. Owner's duties in respect ofprovidiQg lands.
authority and responsibility for coordination of the and easements and providing engineering surveys to
activities among the various contractors will be identified; establish reference points are set forth in Paragraphs 4.01
I and 4.05. Paragraph 4.02 fefec-; to Owner's identifying
2. the specific matters to be covered by such and making available to Contractor copies of reports of
authority and responsibility will be itemized; and explorations and . tests of subsurface conditions and
I 3. the extent of such authority and responsibili- drawings of physical conditions in or rdating to existing
surface or subsurface structures at or contiguous to the
ties will be provided. Site that have been utilized by Engineer in preparing the
Contract Documents.
I B. Unless otherwise provided- in the
Supplementary Conditions, Owner shall have sote 8.06 Insurance
authority and responsibility for such coordination.
I A. Owner's responsibilities, if any, in respect to
7.03 Legal Relationships purchasing and maintaining liability and property insur~
ance are set forth in Article 5. ..
A. Paragraphs 7.oLA and 7.02 are not applicable
I for utilities not under the control of Owner. 8.07 Change Orders
B. Each other direct contract of Owner under A. Owner. is obligated to execute Change Orders
I Paragraph 7.01.A shall provide that the other contractor is as indicated in Paragraph 10.03.
liable to Owner and Contractor for the reasonable direct
delay and disruption costs incurred by Contractor as a 8.08 Inspections, Tests, and Approvals
result of the other contractor's actions or inactions.
I A. Owner's responsibility in respect to certain
C. Contractor shall be liable to Owner and any ~pections, tests, and approvals is set forth in Paragraph
other contractor for the I'easonable direct delay and 13.03.B.
-I disruption costs incurred by such other contractor.as a
result of Contractor's action or inactions.
~-,,_._<."
I EJCDC C- 700 Standard General Conditions of the Construction Contract,
Copyright @ 2002 National Society of Professional Engineers for EJCDC. All rights reserved.
00700 - 26
'.'8.09 Limitations on Owner's Responsibilities-....:........'..Owner informed of the progress of the Work and WIll .....,.....1--.,
endeavor to guard Owner against defective Work.
A. The Owner shall not supervise, direct, or have
control or authority over, nor be responsible for, B. Engineer's visits and observations are subject I
Contractor's means, methods, techniques, sequences, or to all the limitations on Engineer's authority and
procedures of construction, or the safety precautions and responsibility set forth in Paragraph 9.09. Particularly, but
programs incident thereto, or for any failure of Contractor without limitation, during or as a result of Engineer's I
to comply with Laws and Regulations applicable to the visits or observations of Contractor's Work Engineer will
performance of the Work. Owner. will not be responsible not supervise, direct, control, or have authority over or be
for Contractor's failure to perform the Work in responsible for Contractor's means, methods, techniques, I
accordance with the Contract Documents. sequences, or procedures of construction, or the safety
precautions and programs incident thereto, or for any
8.10 Undisclosed Hazardous Environmental failure of Contractor to comply with Laws and
Condition . . Regulations applicable to the performance of the Work. I
A. Owner's responsibility in respect to an undis- 9.03 Project Representative
closed Hazardous Environmental Condition is set forth in
Paragraph 4.06. A. If Owner and Engineer agree, Engineer will I
furnish a Resident Project Representative to assist
8.11 Evidence of Financial Arrangements Engineer in providing more extensive observation of the
Work. The authority and responsibilities of any such I
A. If and to the extent Owner has agreed to Resident Project Representative and assistants will be as
furnish Contractor reasonable evidence that financial provided in the Supplementary Conditions, and
arrangements have been made to satisfy Owner's limitations on the responsibilities thereof will be as
obligations under the Contract Documents, Owner's provided in Paragraph 9.09. If Owner designates another I
responsibility in respect thereof will be as set forth in the representative or agent to represent Owner at the Site who
Supplementary Conditions. is not Engineer's consultant, agent or employee, the
resp.onsibilities and authority and limitations thereon Of. I
such other individual or entity will. be as provided in the .
ARTICLE 9 ... ENGINEER'S STATUS. DURING Supplementary Conditions.
CONSTRUCTION
. 9.04 Authorized Variations in Work I
9.01 Owner's Representative A. Engineer may authorize minor variations in
the Work from the requirements of the Contract I
A. Engineer will be Owner's representative Documents which do not involve an adjustment in the
during the construction period. The duties and responsi- Contract Price or the Contract Times and are compatible
bilities and the limitations of authority of Engineer as with the design concept of the completed Project as a
Owner's representative during construction are set forth functioning whole as indicated 9Y the Contract Docu- I
in the Contract Documents and will not be changed ments. These may be accomplished by a Field Order and
without written consent of Owner and Engineer. will be binding on Owner and also on Contractor, who
shall perform the Work involved promptly. If Owner or I
9.02 Visits to Site Contractor believes that a Field Order justifies an
adjustment in the Contract Price or Contract Times, or
A. Engineer will make visits to the Site at inter- both, and the parties are unable to agree on entitlement to
valsappropriate to the vario~s stages ofcotistruction as or on t~e amountor extentjihny, of a~~ such. adjustment I.
Engineer deems necessary m order to observe as an , a Clami may be made therefor as prOVIded m Paragraph
experienced and qualified design professional the 10.05.
progress that has been made and the quality of the various I
aspects of Contractor's executed Work. Based on 9.05 Rejecting Defective Work
information obtained during such visits and observations,
Engineer, for the benefit of Owner, will determine, in A. Engineer will have authority to reject Work
general, if the Work is pro~eeding in accordance with the w~ch Engi~eer believes to be defective, or that ~ngineer I
Contract ~ocuments. Engmeer will not be required to beheves WIll not produce a completed Project that
make exhaustive or continuous inspections on the Site to conforms to the Contract Documents or that will prejudice
check the quality or quantity of the Work. Engineer's the .Integrity of th~ d~sign concept ~f ~e completed I
efforts will be directed toward providing for Owner a Project as a functionmg whole as mdicated by the
greater degree of confidence that the completed Work will Contract Documents. Engineer will also have authority to
conform generally to the Contract Documents. On the require special inspection or testing of the Work as
basis of such visits and observations, Engineer will keep provided in Paragraph 13.04, whether or not the Work is I
fabricated, installed, or completed.
EJCDC C-700 Standard General Conditions of the Construction Contract.
Copyright@ 2002 National Society of Professional Engineers for EJCDC. All rights reserved. I
00700 - 27
I.", c..".. ,>~..",....~_. .....-." "....,.........,.,.." .."_'.._c..,,, '..c "."."""'.'.'>-".," . .,..- '.."''>'-''''''''''''p'~rti~litY't;;'ovvn~r~or'Co~fiactor-andwi11 nof be liable'iii" "" ,. "...,
I 9.06 Shop Drawings, Change Orders and Payments connection with any interpretation or decision rendered in
good faith in such capacity.
A. In connection with Engineer's authority, and
limitations thereof, as to Shop Drawings and Samples, see . 9.09 Limitations on Engineer's Authority and
I Paragraph 6.17. Responsibilities
B. In connection with Engineer's authority, and A. Neither Engineer's authority or responsibility
I limitations thereof, as to design ,. calculations. and design under this Article 9 or under any other provision of the
drawings submitted in response to a. delegation of Contract Documents nor any decision made by Engineer
professional design services, if any, see Paragraph 6.21. in good faith either to exercise or not exercise such
authority or responsibility or the undertaking, exercise, or
I C. In connection with Engineer's authority as to performance of any authority or responsibility by
Change Orders, see Articles 10, 11, and 12. Engineer shall create, impose, or give rise to any duty in
contract, tort" or otherwise owed by Engineer to
I D. In connection with Engineer's authority as to Contractor, any Subcontractor, any Supplier, any other
Applications for Payment, see Article 14. ' individual or entity, or to any surety for or employee or
agent of any of them.
9.07 Determinations for Unit Price Work
I B. Engineer will not supervise, direct, control, or
A. Engineer will determine the actual quantities have authority over or be responsible for Contractor's
and classifications of Unit Price Work performed by means, methods, techniques, sequences, or procedures of
I Contractor. Engineer will review with Contractor the construction, or the safety precautions and programs
Engineer's preliminary detenninatioDs on such matters incident thereto, or for any failure of Contractor to
before rendering a written decision thereon (by comply with Laws and Regulations applicable to the
recommendation of an Application for Payment or perfonnance of the Work. Engineer will not be respon-
I otherwise). Engineer's written decision thereon will be sible for Contractor's failure to perform the Work in
final and binding (except as modified by Engineer to accordance with the Contract Documents.
reflect changed factual conditions or more accurate data)
I upon Owner and Contractor; subject to the provisions of , C~ Engineer will not be responsible for the acts
Paragraph 10.05. . or omissions of Contrac;tor or of any Subcontractor, any
Supplier, or of any other individual or entity performing
9.08 Decisions on Requirements of Contract any of the Work.
I Documents and Acceptability of Work
D. Engineer's review of the fmal Application for
A. Engineer will be the initial interpreter of the Payment and accompanying documentation and all
I requirements of the Contract Documents and judge of the maintenance and operating instructions, schedules,
acceptability of the Work thereunder. All matters in guarantees, bonds, certificates. of inspection, tests and
question and other matters between Owner and Contractor. approvals, and other _ docl,lmentation._ required to be
arising prior. to the date fmal payment is due relating to delivered by Paragraph 14.07.A will only be to determine
I the acceptability of the Work, and the interpretation of the generally that their content complies with the require-
requirements of the Contract Documents pertaining to the ments of, and in the case of certificates of inspections,
performance of the Work, will be referred initially to tests, and approvals that the results certified indicate
I Engineer in writing within 30 days of the event giving rise compliance with the Contract Documents.
to the question
E.The limitations upon authority and responsi-
B. Engineer will, with . reasonable promptness, . bility set forth in this Paragraph 9.09 shall also apply to,
I render a written decision on the issue referred. If Owner the Resident Project Representative, if any, and assistants,
or Contractor believe that any such decision entitles them if any.
to an adjustment in the Contract Price or Contract Times
I or both, a Claim may be made under Paragraph 10.05.
The date of Engineer's decision shall be the date of the ARTICLE 10 - CHANGES IN THE WORK; CLAIMS
event giving rise to the issues referenced for the purposes
of Paragraph 10.05.B.
I 10.01 Authorized Changes in the Work
C. Engineer's written decision on the issue
referred will be final and binding on Owner and A. Without invalidating the Contract and without
1 Contractor, subject to the provisions of Paragraph 10.05. notice to any surety, Owner may, at any time or from time
to time, order additions, deletions, or revisions in the
D. When functioning as interpreter and judge Work by a Change Order, or a Work Change Directive.
under this Paragraph 9.08, Engineer will not show Upon receipt of any such document, Contractor shall
I EJCDC C-700 Standard GeneralConditions of the Construction Contract.
Copyright @ 2002 National Society of Professional Engineers for EJCDC. All rights reserved.
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,-., ----. .~~-'-'---"---"--< proniptlyproceed with the Work involved which will be"M.-"'lO.OS'" Claims...... ..... . ".......,.,......,...~......."........~..........~. .-".... ......::I~.-
performed under the applicable conditions of the Contract
Documents (except as otherwise specifically provided). A. Engineer's Decision Required: All Claims, I
except those waived pursuant to Paragraph 14.09, shall be
B. If Owner and Contractor are unable to agree referred to the Engineer for decision. A decision by
on entitlement to, or onthe amount or extent, if any, of an Engineer shall be required as a condition precedent to any I
adjustment in the Contract Price or Contract Times, or exercise by Owner or Contractor of any rights or remedies
both, that should be allowed as a result of a Work Change either may otherwise have under the Contract Documents
Directive, a Claim maybe made therefor as provided in or by Laws and Regulations in respect of such Claims.
Paragraph 10.05. I'
B. Notice: Written notice stating. the general
10.02 Unauthorized Changes in the Work nature of each Claim, shall be delivered by the claimant to
Engineer and the other party to the Contract promptly (but I
A.Contractor shall not be entitled to an increase in no event later than 30 days) after the start of the event
in the Contract Price or an extension of the Contract giving rise thereto. The responsibility to substantiate a
Times with respect to any work performed that is not Claim shall rest with the party making the Claim. Notice
required by the Contract Documents as amended, of the amount or extent of the Claim, with supporting data I
modified, or supplemented as provided in Paragraph 3.04, shall be ~elivered to the Engineer and the other party to
except in the case of an. emergency as provided in the Contract within 60 days after the start of such event
Paragraph 6.16 or in the case of uncovering Work as (unless Engineer allows additional time for cla~nt to I
provided in Paragraph 13.04.B. submit additional or more accurate data in support of such
Claim). A Claim for an adjustment in Contract Price shall
10.03 Execution of Change Orders be prepared in accordance with the provisions of
Paragraph 12.01.B. A Claim for an adjustment in Contract I
A. Owner and Contractor shall execute appropri- Time shall be prepared in accordance with the provisions
ate Change Orders recommended by Engineer covering: of Paragraph 12.02.B. Each Claim shall be accompanied
by claimant's written statement that the adjustment I
1. changes in the Work which are: (i) ordered by claimed is the entire adjustment to which the claimant
Owner pursuant to Paragraph 10.01.A, (ii) required believes it is entitled asa result of said event. . The
because of acceptance of defective Work under Paragraph opposing party shall submita.ny response to Engineer and
13 .08.A or Owner's correction of defective Work under . the claimant within 30 days after receipt of the claimant's I
Paragraph 13.09, or (iii)agreed to by the parties; last submittal (unless Engineer allows additional time).
2. changes in the Contract Price or Contract C. Engineer's Action: Engineer will review each
Times which are agreed to by the parties, including any Claim and, within 30 days after receipt of the last I
undisputed sum or amount of time for Work actually submittal of the claimant or the last submittal of the
performed in accordance with a Work Change Directive; opposing party, if any, take one of the following actions
and in writing: I
3. changes in the Contract Price or Contract 1. deny the Claim in whole or in part,
Times which embody the substance of any written
decision rendered by Engineer pursuant to Paragraph 2. approve the Claim, or I
10.05; provided that, in lieu of executing any such
Change Order, an appeal may be taken from any such 3. notify the parties that the Engineer is unable to
decision in accordance with the provisions of the Contract resolve the Claim if, in the Engineer's sole discretion, it I
Documents and applicable Laws and Regulations, but would be inappropriate . forthe.Engineer. to do so. For
during any such appeal, Contractor. shall carry on the purposes of further resolution of the Claim, such notice
Work and adhere to the Progress Schedule as provided in shall be deemed a denial.
Paragraph 6.18.A. I
D. In the event that Engineer does not take action
10.04 Notification to Surety on a Claim within said 30 days, the Claim shall be
deemed denied. I
A. If notice of any change affecting the general
scope of the Work or the provisions of the Contract E. Engineer's written action under Paragraph
Documents (including, but not limited to, Contract Price IO.OS.C or denial pursuant to Paragraphs 10.05.C.3 or
or Contract Times) is required by the provisions of any 10.OS.D will be fmal and binding upon. Owner and I
bond to be given to a surety, the giving of any such notice Contractor, unless Owner or Contractor invoke the
will be Contractor's responsibility. The amount of each dispute resolution procedure set forth in Article 16 within
applicable bond will be adjusted to reflect the effect of 30 days of such action or denial. I
any such change.
EJCDC C-700 Standard General Conditions of the Construction Contract. I
Copyright@ 2002 National Society of Professional Engineers for EJCDC. All rights reserved.
00700 . 29
.1, w", "'''.'''''','_mC,,,.,.,,,,,~,.,,_,,,,,,'.V',...."_'h'' '.,,,....., .,."..""." .,..,..... .".....,.. .,:,....,..,.."""".."";"".",;"."..",, ...:"-"",.., ... ".,.,... ..";.>.,,.,....;. ',.. ....... ....... .. ..'
,. F. No Claim for an adjustment in Contract Price Contractor and shall deliversuch biclsto OWD:er~who'vi1l""""''"-
lor Contract Times will be valid if not submitted in then determine, with the advice of Engineer, which bids,
accordance with this Paragraph 10.05. if any, will be acceptable. Ifany subcontract provides that
the Subcontractor is to be paid on the basis of Cost of the
Work plus a fee, the Subcontractor's Cost of the Work
_I ARTICLE 11 . COST OF THE WORK; and fee shall be determined in the same manner as
ALLOWANCES; UNITPRlCE WORK Contractor's Cost of the Work and fee as provided in this
Paragraph 11.01.
I 11.01 Cost of the Work 4. Costs of special consultants (including but not
limited to Engineers, architects, testing laboratories,
A. Costs Included: The term Cost of the Work surveyors, attorneys, and accountants) employed for
I means the sum of all costs, except those excluded in services specifically related to the Work.
Paragraph 11.01.B, necessarily incurred and paid by
Contractor in the proper performance of the Work. When 5. Supplemental costs including the following:
I the value of any Work covered by a Change Order or
when a Claim for an adjustment in Contract Price is a. The proportion of necessary transportation,
determined on the basis of Cost of the Work, the costs to travel, and subsistence expenses of Contractor's
be reimbursed to Contractor will be only those additional employees incurred in discharge of duties
I or incremental costs required because of the change in the connected with the Work.
Work or because of the event giving rise to the Claim.
Except as otherwise may be agreed to in writing by b. Cost, including transportation and mainte-
I Owner, such costs shall be in amounts no higher than nance, of all materials, supplies, equipment,
those prevailing in the locality of the Project, shall include machinery, appliances, office, and temporary
only the following items, and shall not include any of the facilities at the Site, and hand tools not owned by
costs itemized in Paragraph 11.0 1.B. the workers, which are consumed in the perfor-
I mance of the Work, and cost, less market value,
1. Payroll costs for employees in the direct of such items used but not consumed which
employ of Contractor in the performance of the Work remain the property of Contractor.
I under schedules of job classifications agreed upon by .'
. Owner and Contractor. Such employees shall include, c. Rentals of all construction equipment and
without limitation, superintendents, foremen, and other machinery, and the parts thereof whether rented'
personnel employed full time at the Site. Payroll costs for from Contractor or others in accordance with
I employees not employed full time on the Work shall be rental agreements approved by Owner with the
apportioned on the basis of their time spent on the Work. advice of Engineer, and the costs of
Payroll costs shall include, but not be limited to, salaries transportation, loading, unloading, assembly,
I and wages plus the cost of fringe benefits, which shall dismantling, and removal thereof. All such costs
include social security . contributions, unemployment, shall be in accordance with the terms of said
excise, and payroll taxes, workers' compensation, health rental agreements. The rental of any such equip-
and retirement benefits, bonuses, sick leave, vacation and ment, machinery, or parts shall cease when the
I holiday pay applicable t~ereto. The e.xpenses of use thereof is no longer necessary for the Work.
performing Work outside of regular working hours, on
Saturday, Sunday, or legal holidays, shall be included in d. Sales, consumer, use, and other similar taxes
I the above. to the extent aUthOriZed. by O. wn... er.. .. . related to th. e Work, and for which Contractor is
liable, imposed by Laws and Regulations.
. . 2. Cost of all materials and equipmentfiirn.1shed
and incorporated in the Work, including costs of e. Deposits lost for causes other than negligence
I transportation and storage ther.eof, and Suppliers' field Of. Contractor, any Subcontractor, or anyone
services required in connection therewith. All cash directly or indirectly employed by any of them or
discounts shall accrue to Contractor unless Owner for whose acts any of them may be liable, and
I deposits funds with Contractor with which to make pay- royalty payments and fees for permits and
ments, in which case the cash discounts shall accrue to licenses.
Owner. All trade discounts, rebates and refunds and
returns from sale of surplus materials and equipment shall f. Losses and damages (and related expenses)
I accrue to Owner, a. nd Contractor shall make provisions so caused by damage to the Work, not compensated
that they may be obtained. by insurance or otherwise, sustained by
Contractor in connection with the performance
I 3. Payments made by Contractor to of the Work (except lossesand damages within
Sub~ontractors for Work performed by Su~contractor~: If the d~ductibl~ amounts of prop'erty insurance
reqUired by Owner, Contractor shall obtam competItIve establIshed In accordance WIth Paragraph
bids from subcontractors acceptable to Owner and 5.06.D), provided such losses and damages have
I EJCDC C-700 Standard General Conditions of the Construction Contract.
Copyright @ 2002 National Society of Professional Engineers for EJCDC. All rights reserved.
00700 - 30
resulted frolllcausesother. than the negligence of..... " '.' be. determined. as set forth. iIi the Agreement. When the .-~~.-~I~:",
Contractor, any Subcontractor, or anyone value of any Work covered by a Change Order or when a
directly or indirectly employed by any of them or Claim for an adjustment in Contract Price is determined I
for whose acts any of them may be liable. Such on the basis of Cost of the Work, Contractor's fee shall be
losses shall include settlements made with. the determined as set forth in Paragraph 12.01.C.
written consent and approval of Owner. No such
. losses, damages, and expenses shall be included D. Documentation: Whenever the Cost of the I
in the Cost of the Work. for the purpose of Work for any purpose is to be determined pursuant to
determining Contractor's fee. Paragraphs 11.01.A and 11.01.B, Contractor will establish
and maintain records thereof in accordance with generally I
g. The cost of utilities, fuel, and. sanitary accepted accounting. practices and submit. in a form
facilities at the Site. acceptable to Engineer an itemized cost breakdown
together with supporting data. I
h. Minor expenses such as telegrams, long
distance telephone calls, telephone service at the 11.02 Allowances
Site, expresses, and similar petty cash items in
connection with the Work. A. It is understood that Contractor'has included I
in the Contract Price all allowances so named in the
i. The costs of premiums for all bonds and Contract Documents and shall cause the Work so covered
insurance Contractor is required by the Contract to be performed for such sums and by such persons or I
Documents to purchase and maintain. entities as may be acceptable to Owner and Engineer.
B. Costs Excluded: The term Cost of the Work B. Cash Allowances
shall not include any of the following items: I
1. Contractor agrees that:
1. Payroll costs and other compensation of
Contractor's officers, executives, principals (of a. the. cash allowances include the cost to
partnerships and sole proprietorships), general managers, Contractor (less any applicable trade discounts) I
safety managers, engineers, architects, estimators, attor- . of materials and equipment required by the
neys, auditors, accountants, purchasing and contracting allowances to be delivered at the Site, and all
agents, expediters,. timekeepers, clerks, and other applicable taxes; and I
personnel employed by Contractor, whether at the Site or b. Contractor's costs for unloading and handling
in Contractor's principal or branch office for general
administration of the Work and not specifically included on the Site, labor, installation, overhead, profit,
in the agreed upon schedule of job classifications referred and other expenses contemplated for the cash I
to in Paragraph 11.01.A.1 or specifically covered by allowances have been included in the Contract
Paragraph 11.0 1.A.4, all of which are to be considered Price and not in the allowances, and no demand
administrative costs covered by the Contractor's fee. for additional payment on account of any of the I
foregoing will be valid.
2. Expenses of Contractor's principal and branch
offices other than Contractor's office at the Site. C. Contingency Allowance
. I
3. Any part of Contractor's capital expenses, 1. Contractor agrees that a contingency
including interest on Contractor's capital employed for allowance, if any, is for the sole use of Owner to cover
the Work and charges. against Contractor for delinquent unanticipated costs. I
payments.
D.Prior to final payment, an appropriate Change
4. Costs due to the negligence of Contractor, any Order will be issued as recommended by Engineer to
Subcontractor, or anyone directly or indirectly employed reflect actual amounts due Contractor on account of Work I
by any of them or for whose acts any of them may be covered by allowances, and the Contract Price shall be
liable, including but not limited to, the correction of correspondingly adjusted.
defective Wark, disposal of materials or equipment I
wrongly supplied, and making good any damage to 11.03 Unit Price Work
property.
A. Where the Contract Documents provide that
5. Other overhead or general expense costs of all or part of the Work is to be Unit Price Work, initially I
any kind and the costs of any item not specifically and the Contract Price will be deemed to include for all Unit
expressly included in Paragraphs 11.0 LA and 11.0 LB. Price Work an amount equal to the sum of the unit price
for each separately identified item of Unit Price Work I
C. Contractor's Fee: When all the Work is times the estimated quantity of each item as indicated in
performed on the basis of cost-plus, Contractor's fee shall the Agreement.
EJCDC C-700 Standard General Conditions ofthe Construction Contract. I
Copyright @ 2002 National Society oC ProCessional Engineers Cor EJCDC, All rights reserved.
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....1.. 0 ..",0.......0>0 '''''''''_''-''"''''''~..+'.'..'_'. ,^...,.._.~.._.',""".""" .'''''..-. ............. .......C..... ......... ai1~~ance..fot.oveJ:head.. and....iiiofl(.n6t.necessaiily.m . "...........-..-.
I B. The estimated quantities of items of Unit accordance with Paragraph 12.0 1.C.2); or
Price Work are not guaranteed and are solely for the
purpose of comparison of Bids and determining an initial 3. where the Work involved is not covered by
Contract Price. DeterIninations of the actual quantities unit prices contained. in the Contract Doeuments and
I and classifications of Unit Price Work performed by agreement to a lump sum is not reached under Paragraph
Contractor will be made by Engineer subject to the 12.01.B.2, on the basis of the Cost of the Work
provisions of Paragraph 9.07. (detennined as provided in Paragraph 11.01) plus a
I Contractor's fee for overhead and profit (detennined as
C. Each unit price will be deemed to include an provided in Paragraph 12.01.C).
amount considered by Contractor to be adequate to cover
Contractor's overhead and profit for each separately C. Contractor's Fee: The Contractor's fee for
I identified item. overhead and profit shall be determined as follows:
D. Owner or Contractor may make a Claim for 1. a mutually acceptable fixed fee; or
I an adjustment in the Contract Price in accordance with
Paragraph 10.05 if: 2. if a fixed fee is not agreed upon, then. a fee
based on the following percentages of the various portions
1. the quantity of any item of Unit Price Work of the Cost of the Work:
I performed by Contractor differs materially and signifi-
cantly from the estimated quantity of such item indicated a. for costs incurred under Paragraphs 11.0 LA. 1
in the Agreement; and and 11.01.A.2, the Contractor's fee shall be 15
I percent;
2. there is no corresponding adjustment with
respect any other item <?fWork; and b. for costs incurred under Paragraph 11.01.A.3,
the Contractor's fee shall be five percent;
I 3. Contractor believes that Contractor is entitled
to an increase in. Contract Price as. a result of having c. where one or more tiers of subcontracts are on
incurred additional expense or Owner.believes that Owner the basis of Cost of the Wark plus a fee and no
I is entitled to a decrease in Contract Price and the parties fixed fee. is agreed upon, the intent. of Paragraph
are unable to agree as to the amount of any such increase 12.01.C.2.a is that the Subcontractor. who
or decrease. actually performs the Work, at whatever tier, will
be paid a fee of 15 percent of the costs incurred
I by such Subcontractor under Paragraphs
ARTICLE 12 - CHANGE. OF CONTRACT PRICE; 11.01.A.1 and 11.01.A2 and that any higher tier
CHANGE OF CONTRACT TIMES Subcontractor and Contractor will each be paid it
I fee offive percent of the amount paid to the next
lower ti.er Subcontractor;
12.01 Change of Contract Price
d. no fee shall be payable on the basis of costs
I A. The Contract Price may only be changed by a itemized under Paragraphs 11.01.AA, 11.01.A.5,
Change Order. Any Claim for an adjustment in the and 11.01.Bj
Contract Price shall be based on written notice submitted
I by the party making the Claim to the Engineer and the e. the amount of credit to . be allowed by
other party to the Contract in accordance with the Contractor to Owner for any. change which
provisions of Paragraph 10.05. results in a net decrease in cost. will be the
amount' of the actual net decrease in cost plus a
I B. The value of any Work covered by a Change deduction in Contractor's fee by an amount equal
Order or of any Claim for an adjustment in the Contract to five percent of such net decrease; and
Price will be detennined as follows:
I f. when both additions and credits are involved
1. where the Work involved is covered by unit in any one change, the adjustment in
prices contained in the Contract Documents, by applica- Contractor's fee shaH be computed on the basis
tion of such unit prices to the quantities of the items of the net changeiu accordance with Paragraphs
I involved (subject to the provisions of Paragraph 11.03); 12.01.C.2.a through 12.01.C.2.e, inclusive.
or
12.02 Change of Contract Times
I 2. where the Work involved is not covered by
unit prices contained in the ContractDocuments,bya A. The Contract Times may only be changed by
mutually agreed lump sum (which may include an a Change Order. Any Claim for an adjustment. in the
Contract Times shall be based on written notice submitted
I EJCDC C-700 Standard General Conditions of the Construction Contract.
Copyright @ 2002 National Society of Professional Engineers for EJCDC. All rights reserved.
00700 . 32
.."" by the party making the Claim to the Engineer and the .,~."..."..~.,",,,..,,..,,,",,,.- "...,.........,.. . ........,;Lo.,.."....~..,~I."'.,
other party to the Contract in accordance with the
provisions of Paragraph 10.05. ARTICLE 13 - TESTS AND INSPECTIONS; .1
CORRECTION, REMOVAL OR ACCEPTANCE OF
B. Any adjustment of the Contract Times DEFECTIVE WORK
covered by a Change Order or any Claim for an
adjustment in the Contract Times will be determined in I
accordance with the provisions of this Article 12. 13.01 Notice of Defects .
12.03. Delays . . A. Prompt notice of all defective Work of which I
Owner or Engineer has actual knowledge will be given to
A. Where Contractor is prevented from Contractor. All defective Work may be rejected,
completing any part of the Work within the Contract corrected, or accepted as provided in this Article 13.
Times due to delay beyond the control of Contractor, the I
Contract Times will be extended in an amount equal to 13.02 Access to Work
the time lost due to such delay if a Claim is made therefor
as provided in Paragraph 12.02.A. Delays beyond the A. Owner, Engineer, their consultants and other .1
control of Contractor shall include, but not be limited to, representatives and personnel of Owner, independent
acts or neglect by Owner, acts or neglect of utility owners testing laboratories, and governmental agencies with
or other contractors performing other work as contemplat- jurisdictional interests will have access to the Site and the
ed by Article 7, fires, floods, epidemics, abnormal Work at reasonable times for their observation, I
weather conditions, or acts of God. inspecting, and' testing. Contractor shall provide .them
, proper and safe conditions for such access and advise
B. If Owner, Engineer, or other contractors or them of Contractor's Site safety procedures and programs I
utility owners performing other work for Owner as so that they may comply therewith as applicable.
contemplated by Article 7, or anyone for whom Owner is
responsible, delays, disrupts, or interferes with the 13.03 Tests and Inspections
performance or progress of the Work, then Contractor I
shall be entitled to an equitable adjustment in the Contract A. Contractor shall give Engineer timely notice
Price or the Contract Times, or both. Contractor's of readiness of the Work for all required inspections,
entitlement to an adjustment of the Contract Times is tests, or approvals and shall cooperate with inspection and I
conditioned on such adjustment being. essential to testing personnel to facilitate required inspections or tests.
Contractor's ability to complete the Work within the
Contract Times. B. Owner shall employ and pay for the services
of an independent testing laboratory to perform all I
C If Contractor is delayed in the performance or inspections, tests, or approvals required by the Contract
progress of the Work by fire, flood, epidemic, abnormal Documents except:
weather conditions, acts of God, acts or failures to act of I
utility owners not under the control of Owner, or other 1. for inspections, tests, or approvals covered by
causes not the fault of and beyond control of Owner and Paragraphs 13.03.C and l3.03.D below;
Contractor, then Contractor shall be entitled to an
equitable adjustment in Contract Times, if such 2. that costs incurred in connection with tests or I
adjustment is essential to Contractor's ability to complete inspections conducted pursuant to Paragraph 13.04.B
the Work within the Contract Times. Such an adjustment shall be paid as provided in said Paragraph 13.04.C; and
shall be Contractor's sole and exclusive remedy for the I
delays described in this Paragraph12.03.c. . 3; as otherwise specifically provided in.theCoIi- ,...
tract Documents. . ..
D. Owner, Engineer and the Related Entities of
each of them shall not be liable to Contractor for any C. If Laws or Regulations of any public body I
claims, costs, losses, or damages (including but not having jurisdiction require any Work (or part thereot)
limited to all fees and charges of Engineers, architects, specifically to be inspected, tested, or approved. by an
attorneys, and other professionals and all court or employee or other representative of sucb public body, I
arbitration or other dispute resolution costs) sustained by Contractor shall assume full responsibility for arranging
Contractor on or in connection with any other project or and obtaining such inspections, tests, or approvals, pay all
anticipated project. costs in connection therewith, and furnish Engineer the
required certificates of inspection or approval. I
E. Contractor shall not be entitled to an
adjustment in Contract Price or Contract Times for delays D. Contractor shall be responsible for arranging
within the control of Contractor. Delays attributable to and obtaining and shall pay all costs in connection with I
and within the control ofa Subcontractor or Supplier shall any inspections, tests, or approvals required for Owner's
be deemed to be delays within the control of Contractor. and Engineer's acceptance of materials or equipment to
EJCDC C-700 Standard General Conditions oCthe Construction Contract.
Copyright@ 2002 National Society oCProCessional Engineers Cor EJCDC. All rights reserved. I
00700 - 33
,I"p .....",..,...".,.,.,,: .,..,w..,~__",....:.w.:.,.....,:",,,:....,-, -., :~ ',.' .. . .. <, .. ... .. .....:. ...: ..... .' .
be incorporated in the Work; or acceptance 'of materials, . ",Po..." "."'-"'A:'If the W orkisdefeCtive;'oiContra:6to! fails toooo:.,_.,~' .
I mix designs, or equipment submitted for approval prior to supply sufficient skilled. workers or suitable materials or
Contractor's purchase thereof for incorporation in the equipment, or fails to perform the Work in such a way
Work. Such inspections, tests, or approvals shall be that the completed Work will conform to the Contract
. performed by organizations acceptable to Owner and Documents, Owner may order Contractor to stop the
I Engineer. Work, or any portion thereof, until the cause for such
order has been eliminated; however, this right of Owner
E. If any Work (or the work of others) that is to to stop the Work shallnot give rise to any duty on the part
I be inspected, tested, or approved. is covered bY. Contractor of Own. er to exercise . this. right. for 'the . benefit of
without written concurrence of Engineer, it must, if Contractor, any Subcontractor, any Supplier, any other
requested by Engineer, be uncovered for observation. individual or entity, or any surety for, or employee or
agent of any of them.
IF. Uncovering Work as provided in Paragraph
13.03.E shall be at' Contractor's expense unless 13.06 Correction or Removal of Defective Work
Contractor has given Engineer timely notice of
I Contractor's intention to cover the ~ame and Engineer has A. Promptly after receipt of notice, Contractor
not acted with reasonable promptness in response to such shall correct all defective Work, whether or not
notice. fabricated, installed, or completed, or, if the Work ,has
been rejected by Engineer, remove it from the Project and
I 13.04 Uncovering Work replace it with Work that is not defective. Contractor shall
pay all claims, costs, losses, and damages (including but
A. If any Work is covered contrary to the written not limited to all fees and charges of engineers, architects,
request of Engineer, it must, ifrequested by Engineer, be attorneys, and other professionals and all court or
I uncovered for Engineer's observation and replaced at arbitration or other dispute resolution costs) arising out of '
, Contractor's expense. or relating to such correction or removal (including but
not limited to all costs of repair or replacement of work of
lB. If Engineer considers it necessary or advisable others). '
that covered Work be observed by Engineer or inspected
or tested by others, Contractor, at Engineer's request, B. When correcting defective Work under the
I. shall un~over,. expos.e, or othern:isemake av.ailable for terms, of thisparagrap.h 13.?6 or paragraPh~3.0.7,
observatlOn, mspection, or testing as Engmeer may Contractor shall take no., action that would VOId or
require, that portion of the Work in question, furnishing otherwise impair Owner's special warranty and guarantee,
all necessary labor, material, and equipment. if any, on said Work.
I C. If it is found that the uncovered Work is 13.07 Correction Period
defective, Contractor shall pay all claims, costs, losses,
and damages (including but not limited to all fees and A. If within one year after the date of Substantial
I charges of engineers, architects, attorneys, and other Completion (or such longer period of time as may be
professionals and all court or arbitration or other dispute prescribed by the terms of any applicable special
resolution costs) arising out of or relating to such guarantee required by the Contract Documents) or by any
I uncovering, exposure, observation, inspection, and specific provision of the Contract Documents, any Work
testing, and of satisfactory replacement or reconstruction is found to be defective, or if the repair of any damages to
(including but not limited to all costs of repair or the land or areas made available f?r Contractor's. use by
replacement of work of others); and Owner shall be Owner or permitted by Laws and Regulations as
I. entitled to an appropriate decrease inthe Contract Price. If contemplated in Paragraph 6.11.A is found to be
the parties are unable to agree as to .theamount thereof, defective, Contl:actor shall promptly, without cost.. to
Owner may make a Claim therefor as provided in Owner and in accordance with Owner's written
I Paragraph 10.05. . instruCtions:..
D. If, the uncovered Work IS not found to be 1. repalI such defective land or areas; or
defective, Contractor shall be allowed an increase in the
,I Contract Price or an extension of the Contract Times, or 2. correct such defective Wark; or
both, directly attributable to such uncovering, exposure,
observation, inspection, testing, replacement, and 3. if the defective Work has been rejected by
I reconstruction. If the parties are unable to agree as to the Owner, remove it from the Project and replace it with
amount or extent thereof, Contl:actor may make a Claim Work that is not defective, and
therefor as provided in Paragraph 10.05.
4. satisfactorily correct or repair or remove and
I 13.05 OwnerMayStopthe Work replace any damage to other Work, to the work of others
or other land or areas resulting therefrom.
I EJCDC C~700 Standard General Conditions of the Construction Contract.
. Copyright@2002National Society oCProCessional Engineers Cor EJCDC. All rights reserved.
00700 - 34
'.If Contractor does not promptlycoIIlply with .....-.~~ ."13.09" .. Owner May Correct Defective Work-.-<>-....;~~.~....~... ....1..:,
the terms of Owner's written instructions, or in an
emergency where delay would cause serious risk of loss A. If Contractor fails within a reasonable time 1
or damage, Owner may have the defective Work after written notice from Engineer to correct defective
corrected or repaired or may have the rejected Work re- Work or to remove and replace rejected Work as required
moved and replaced. All claims, costs, losses, and by Engineer in accordance with Paragraph 13.06.A, or if I.
damages (including but not limited to all fees and charges Contractor fails to perform the Work in accordance with
of engineers, architects, attorneys, and other professionals the Contract Documents, or if Contractor fails to comply
and all court or arbitration or other dispute resolution with any other provision of the Contract Documents,
costs) arising out of or relating to such correction or repair ,Owner may, after seven days written notice to Contractor, I
or such removal and replacement (including but not correct Or remedy any such deficiency. '
limited to all costs of repair or replacement of work of
. others) will be paid by Contractor. B. In exercising the rights and remedies under I
this Paragraph 13.09, Owner shall proceed expeditiously.
C. In special circumstances where a particular In connection with such corrective or remedial action,
item of equipment is placed in continuous service before Owner may exclude Contractor from all or part of the
Substantial Completion of all the Work, the correction Site, take possession 'of all or part of the Work and I
period for that item may start to run from an earlier date if suspend Contractor's services related thereto, take posses-
so provided in the Specifications . sion of Contractor's tools, appliances, construction
equipment and machinery at the Site, and incorporate in I
D. Where defective Work (and damage to other the Work all materials and equipment stored at the Site or '
Work resulting therefrom) has been corrected or removed for which Owner has paid Contractor but which are stored
and replaced under this Paragraph 13.07, the correction elsewhere. Contractor shall allow Owner, Owner's
period hereunder with respect to such Work will be representatives, agents and employees, Owner's other I
extended for an additional period of one year after such contractors, and Engineer and Engineer's consultants
correction or removal and replacement has been access to the Site to enable Owner to exercise the rights
satisfactorily. completed. and remedies under this Paragraph.
E. Contractor's obligations under this Paragraph C. All claims" costs, losses, and damages I
13.07 are in addition to any other obligation or warranty: (includin~ but not limited to all fees and charges of
The provisions of this Paragraph 13.07 shall not be engineers, architects, attorneys, arid.. other professionals I
construed as a substitute for or a waiver of the provisions and all court or arbitration or other dispute resolution
of any applicable statute of limitation or repose. costs) incurred or sustained by Owner in exercising the
rights and remedies under this Paragraph 13.09 will be
13.08 Acceptance of Defective Work charged against Contractor, and a Change Order will be I
issued incorporating the necessary revisions in the
A. If, instead of requiring correction or removal Contract Documents with respect to the Work; and Owner
and replacement of defective Work, Owner (and, prior to shall be entitled to an appropriate decrease in the Contract I
Engineer's recommendation of final payment, Engineer) Price. If the parties are unable to agree as to the amount of
prefers to accept it, Owner may do. so. Contractor shall the adjustment, Owner may make a Claim therefor as
pay all claims, costs, losses, and 'damages (including but provided in Paragraph 10.05. Such claims, costs, losses
not limited to all fees and charges of engineers, architects, and damages will include but not be limited to all costs of I
attorneys, and other professionals and all court or repair, or replacement of work of others destroyed or
arbitration or other dispute resolution costs) attributable to damaged by correction, removal, or replacement of
Owner's evaluation of and determination to accept such Contractor's defective Work. I
defective Work(such costs to be approved by Engineer as D. Contractor shall not be allowed an extension ..'
to reasonableness) and the diminished value of the Work
to the extent not otherwise paid by Contractor pursuant to of the Contract Times because of any delay in the
this sentence. If any such acceptance occurs prior to perfonnance of the Work attributable. to the exercise by I
Engineer's recommendation of fmal payment, a Change Owner of Owner's rights and remedies under this
Order will be issued incorporating the necessary revisions Paragraph 13.09.
in the Contract Documents. with respect to the Work, and I
Owner shall be entitled to an appropriate decrease in the
Contract Price, reflecting the diminished value of Work ARTICLE 14 - PAYMENTS TO CONTRACTOR AND
so accepted. If the parties are unable to agree as to the COMPLETION
amount thereof, Owner may make a Claim therefor as I
provided in Paragraph 10.05. If the acceptance occurs
after such recommendation, an appropriate amount will be 14.01 Schedule of Values
paid by Contractor to Owner. I
A. The Schedule of Values established as provid.
ed in Paragraph 2.07.A will serve as the basis for progress
EJCDC C-700 Standard General Conditions oCthe Construction Contract.
Copyright @ 2002 National Society oC ProCessional Engineers ror EJCDC. All rights reserved. I
00700 - 35
I~.. ....,........ ........ ......... ..",.. ...,.............. ...."...... .'
payments and will be incorporated into a form of Applica-""'~'-""""li:'tb.ttquality~oftlieW ork is generallY iriiiccoi: ".' ........
I tion for Payment acceptable to Engineer. Progress dance with the Contract Documents (subject to
payments on account of Unit Price Work will be based on an evaluation of the Work as a functioning whole
the number of units completed. prior to or upon Substantial Completion, to the
results of any subsequent tests called for in the
I 14.02 Progress Payments COntract Documents, to a fmal determination of
quantities and classifications for Unit Price Work
A. Applications for Payments under Paragraph 9.07, and to any other
I qualifications stated iri the recommendation); and
1. Atleast 20 days before the date established in
the Agreement for each progress payment (but not. more c. the conditions precedent to Contractor's being
often than once a month), Contractor shall submit to . entitled to such payment appear to have been
I Engineer for review an Application for Payment filled out fulfilled, in so far. as it is Engineer's
and signed by Contractor covering the Work completed as responsibility to observe the Work.
of the date of the Application and accompanied by such
supporting documentation as is required by the Contract 3. By recommending any such payment Engirieer
I Documents. If payment is requested on the basis of will not thereby be deemed to have represented that:
materials and equipment not incorporated in the Work but
delivered and suitably stored at the Site or at another a. inspections made to check the quality or the
I location agreed to in writing, the Application for Payment quantity of the Work as it has been performed
. shall also be accompanied by a bill of sale, invoice, or have been exhaustive, extended to every aspect
other documentation warranting that Owner haS received of the Work in progress, or involved detailed
I the materials and equipment free and clear of all Liens inspections of the Work beyond the responsi-
and evidence that the materials and equipment are bilities specifically assigned to Engineer in the
covered by appropriate property irisurance or other Contract Documents; or
arrangements to protect Owner's interest therein, all of .
I which must be satisfactory to Owner. b. that there may not be other matters or issues
between the parties that might entitle Contractor
2. Beginning with the second Application for to be paid additionally by Owner or entitle
Payment, each.. Application shall. include an affidavit of Owner to withhold payment to Contractor.
I Contractor stating that all previous progress payments
received on account of the Work have been applied on 4. Neither Engineer's review of Contractor's
account to discharge Contractor's legitimate obligations Work for the purposes of recommendirig payments nor
I associated with prior Applications for Payment. Engineer's recommendation of any payment, including
final payment, will impose responsibility on Engineer:
3. The amount of retainage with respect to
I progress payments will be as stipulated in the Agreement. a. to supervise, direct, or control the Work, or
B. Review of Applications b. ' for the means, methods, techniques,
sequences, or procedures of construction, or the
I 1.. En. gineer will, within 10 days after rec. eipt of safety precautions and programs incident thereto,
each Application for Payment, either indicate in writing a or
recommendation of payment and present the Application
to Owner or return the Application to Contractor . c. for Contractor's failure to comply with Laws
I indicating in writing Engineer's reasons for refusing to and Regulations applicable to Contractor's
recommend payment. In the latter case, Contractor may performance of the Work, or
make the necessary corrections and resubmit the
I Application. d. to make any examination to ascertain how or
for what purposes Contractor has used the
2. Engineer's recommendation of any payment moneys paid on account of the Contract Price, or
requested in an Application for Payment will constitute a
I representation by Engineer to Owner, based on Engineer's e. to determine that title to any of the Work,
observations on the Site of the executed Work as an materials, or equipment has passed to Owner free
experienced and qualified design professional and on and clear of any Liens.
I Engineer's review of the Application for Payment and the
accompanyirig data and schedules, that to the best of 5. Engineer may refuse to recommend the whole
Engineer's knowledge, information and belief: or any part of any payment if, iri Engineer's opinion, it
would be incorrect to make the representations to Owner
I a. the Work .has progressed to thepoirit indicat- stated in Paragraph 14.02.B.2. Engineer may also refuse
ed; to recommend any such payment or, because of subse-
quently discovered evidence or the results of subsequent
I EJCDC C-700 Standard General Conditions of the Construction Contract.
Copyright @2002 National Society of Professional Engineers for EJCDC. All rights reserved.
00700 . 36
~--'~q . '" inspections or tests, revise or revoke any such payment it is subsequently determined thatowner's,,;,,-,~I.;..-
recommendation previously made, to such extent as may refusal of payment was. not. justified, the amount
be necessary in Engineer's opinion to protect Owner from wrongfully withheld shall be treated as an amount due as I
loss because: determined by Paragraph 14.02.C.1.
a. the Work is defective, or completed Work has 14.03 Contractor's Warranty of Title
been damaged, requiring correction or replace- I
ment; A. Contractor warrants and guarantees that title
to all Work, materials, and equipment covered by any
b. the Contract Price has been reduced by Application for Payment, whether incorporated in the I
Change Orders; Project or not, will pass to Owner no later than the time of
payment free and clear of all Liens.
c. Owner has been required to correct defective
Work or complete Work in accordance with 14.04 Substantial Completion I
Paragraph 13.09; or
A. When Contractor considers the entire Work
d. Engineer has actual knowledge of the ready for its intended use Contractor shall notify Owner I
occurrence of any of the events enumerated in and Engineer in writing that the entire Work is
Paragraph 15.02.A. substantially complete (except for items specifically listed
by Contractor as incomplete) and request that Engineer
C. Payment Becomes Due issue a certificate of Substantial Completion. I
1. Ten days after presentation of the Application B. Promptly after Contractor's notification, ,
for Payment to Owner with Engineer's recommendation, Owner, Contractor, and Engineer shall make an
the amount recommended will (subject to the provisions inspection of the Work to determine the status of I
of Paragraph l4.02.D) become due, and when due will be completion. If Engineer does not consider the Work
paid by Owner to Contractor. substantially complete, Engineer will notify Contractor in
writing giving the reasons therefor. I
D. Reduction in Payment
C~ If Engineer considers the. Work substantially
1. Owner may refuse to make payment of the full complete, Engineer will deliver to Owner a tentative
amount recommended by Engineer because: certificate of Substantial Completion which shall fix the I
date of Substantial Completion. There shall be attached to
a. claims have been made against Owner on the certificate a tentative list of items to be completed or
account of Contractor's performance or furnish- corrected before fmal payment. Owner shall have seven I
ing of the Work; days after receipt of the tentative certificate during which
to make written objectionto Engineer as to any provisions
b. Liens have been filed in connection with the of the certificate or attached list. If, after considering such
Work, except where Contractor has delivered a objections, Engineer' concludes that the Work is not I
specific bond satisfactory to Owner to secure the substantially complete, Engineer will within 14 days after
satisfaction and discharge of such Liens; submission of t4e tentative certificate to Owner notify
Contractor in writing, stating the reasons therefor. If, after I
c. there are other items entitling Owner to a consideration of Owner's objections, Engineer considers
set-off against the amount recommended; or the Work substantially complete, Engineer will within
said 14 days execute and deliver to Owner and Contractor
d. Owner has actual knowledge of the occurrence a definitive certificate of Substantial Completion (with a I
of any of the events enumerated in Paragraphs revised tentative listofitemstobecorp.pleted or correct- .
l4.02.B.5.a through l4.02.B.5.c or Paragraph . ed) reflecting such changes from the tentative certificate
15.02.A. . as Engineer believes justified after consideration of any I
objections from Owner.
2. If Owner refuses to make payment of the full
amount recommended by Engineer, Owner will give D. At the time of delivery of the -tentative
Contractor immediate written notice (with a copy to certificate of Substantial Completion, Engineer will I
Engineer) stating the reasons for such action and promptly deliver to Owner and Contractor a written recommen-
pay Contractor any amount remaining after deduction of '" dation as to division. of responsibilities pending final
the . amount so withheld. Owner shall promptly pay payment between Owner and Contractor with respect to I
. Contractor the amount so withheld, or any adjustment security, operation, safety, and protection of the Work,
thereto agreed to by Owner and Contractor, when maintenance, heat, utilities, insurance, and warranties and
Contractor corrects to Owner's satisfaction the reasons for guarantees. Unless Owner and Contractor agree otherwise
such action. in writing and 'so inform. Engineer in writing prior to I
Engineer's issuing the definitive certificate of Substantial
EJCDC C-700 Standard General Conditions ofthe Construction Contract.
Copyright @ 2002 National Society of Professional Engineers for EJCDC. All rights reserved. I
00700 - 37
I
I". "","',*".."" "'"".,,"'" ," ' . """"""'''''''''''''''''''''' '.""'" '''' ".", ", ~"" ,. '^' -" ..."" """"'~',"'"''''~''' "'W"'" ""''''''''''''''''',,'''''''' .""',' . ," '." ' ".
Completion, Engineer's aforesaid recommendation will that the Work is incomplete or defective. Contractor shall' ''''''''," .
I be binding on Owner and Contractor until final payment. immediately take such measures as are necessary to
, complete such Work or remedy such deficiencies.
E. Owner shall have the right to exclude
Contractor from the Site after the date of Substantial 14.07 Final Payment
I Completion subject to allowing Contractor reasonable
access to complete or correct items on the tentative list. A. Application for Payment
I 14.05 Partial Utilization , l.After Contractor has, in th,e opinion of
Engineer, satisfactorily completed all corrections
A. Prior to Substantial Completion of all the identified during the fmal inspection and has delivered, in
Work, Owner may use or occupy any substantially accordance with the Contract Documents, all maintenance
1 completed part of the Work which has specifically been and operating instructions, schedules, guarantees, bonds,
identified in the Contract Documents, or which Owner, certificates or other evidence of insurance certificates of
Engineer, and Contractor agree constitutes a separately inspection, marked-up record documents (as provided in
I functioning and usable part of the Work that can be used Paragraph 6.12), and other documents, Contractor may
by Owner for its intended purpose without significant make application for final payment following the,
interference with Contractor's performance of the procedure for progress payments.
remainder of the ,Work, subject to the following condi-
I tions. ' 2. The fma1 Application for Payment shall be
accompanied (except as previously delivered) by:
1. OWner at any time may request Contractor in
I writing to permit Owner to use or occupy any such part of a. all documentation called for in the Contract
the Work which Owner believes to be ready for its Documents, including but not limited to the
intended use and substantially complete. If and when evidence of insurance required by Paragraph
Contractor agrees that such part of the Work is 5.04.B.7;'
I . substantially complete, Contractor will certify to Owner
and Engineer that such part of the Work is substantially, b. consent ofthe surety, ifany, to final payment;
complete and request Engineer to issue a certificate of
I' Substantial Completion forthatpartoftheWork,c;a list. of all Claims against 0,. wner that
Contractor believes are unsettled; and,
2. Contractor at any time may notify Owner and
Engineer in writing that Contractor considers any such d. complete and legally effective releases or
I part of the Work ready for its intended use and substan- waivers (satisfactory to Owner) of all Lien rights
tially complete and request Engineer to issue a certificate arising out of or Liens filed in connection with
of Substantial Completion for that part of the Work the Work.
I 3. Within a reasonable time after either such 3. In lieu of the releases or waivers of Liens
request, Owner, Contractor, and Engineer shall make an specified in Paragraph l4.07.A.2 and as approved by
inspection of that part of the Work to determine its status Owner, Contractor may furnish receipts or releases in full
I of completion. If Engineer does not consider that part of and an affidavit of Contractor that: (i) the releases and
the Work to. be substantially complete, Engineer will 'receipts include all labor, services, material, and
notify Owner and Contractor in writing giving the reasons equipment for which a Lien could be filed; and (ii) all
I therefor. If Engineer considers that part of the Work to be payrolls, material and equipment bills, and other
substantial1y~omplete, the provisions ofParagraphl4.04 indebtedness connected with the Work for which Owner
, will apply with respect to certification of Substantial or Owner's property might in any way be responsible have
Completion of that part of the Work and the division of been paid or otherwise satisfied. If any Subcontractor or
I responsibility in respect thereof and access thereto. Supplier fails to furnish such a release or receipt in full,
Contractor may furnish a bond or other collateral
4. No use or occupancy or separate operation of satisfactory to Owner to indemnify Owner against any
I part of the Work may occur prior to compliance with the Lien.
requirements of Paragraph 5.10 regarding property
insurance. B. Engineer's Review of Application and
Acceptance
I 14.06 Final Inspection
1. If, on the basis of Engineer's observation of
A. Upon written notice from Contractor that the the Work during construction and fmal inspection, and
I entire Work or an agreed pOrti,'on ther,e, of is, complete, En.gineer's review of the final Application for Payment
Engineer. will promptly. make a final inspection with and accompanying documentation as required by the
Owner and Contractor and Will notify Contractor in Contract Documents, Engineer is satisfied that the Work
writing of all particulars in which this inspection reveals has been completed and Contractor's other obligations
I EJCDC C-700 Standard General Conditions oCthe Construction Contract.
Copyright @ 2002 National Society oCProCessional Engineers Cor EJCDC. All rights reserved.
00700 - 38
._,,"" ." ...'tinder . the "Contract "'Documents.have""been-fulfilled,'.-""' . with the requirements herein and expressly acknowledged ';:..,,--.,.....,.1--
Engineer will, within ten days after receipt of the fmal by Owner in writing as still unsettled.
Application for Payment, indicate in writing Engineer's I
recommendation of payment and present the Application
for Payment to Owner for payment. At the same time ARTICLE 15 - SUSPENSION OF WORK AND
Engineer will also give written notice to Owner and TERMINA nON
Contractor that the Work is acceptable subject to the I
provisions of Paragraph l4.09. Otherwise, Engineer will
return the Application for Payment to Contractor, indicat- 15.01 Owner May Suspend Work
ing in writing the reasons for refusing to recommend fmal. I
payment, in which case Contractor shall make the A. At any time and without cause, Owner may
necessary corrections and resubmit the Application for suspend the Work or any portion thereof for a period of
Payment. not more than 90 consecutive days by notice in writing to I
Contractor and Engineer which will fix the date on which
C. Payment Becomes Due Work will be resumed. Contractor shall resume the Work
on the date so fixed. Contractor shall be granted an adjust-
1. Thirty days after the presentation to Owner of ment in the Contract Price or an extension of the Contract I
the Application for Payment and accompanying docu- Times, or both, directly attributable to any such
mentation, the amount recommended by Engineer, less suspension if Contractor makes a Claim therefor as
any sum Owner is entitled to set off against Engineer's provided in Paragraph 10.05.
recommendation, including but not limited to liquidated I
damages, will become due and, will be paid by Owner to 15.02 Owner May Terminate/or Cause
Contractor.
A. The occurrence of anyone or more of the I
14.08 Final Completion Delayed following events will justify termination for cause:
A. If, through no fault of Contractor, fmal 1. Contractor's persistent failure to perform the
completion of the Work is significantly delayed, and if Work in accordance with the Contract Documents I
Engineer so confirms, Owner shall, upon receipt of (including, but not limited to, faihue to supply sufficient '
Contractor's final Application for Payment (for Work skilled workers or suitable materials or equipment or
fully completed and accepted) and recomm, endation of failure to adhere to the Progress Schedule established 'I
Engineer, and without terminating the Contract, make under Paragraph 2.07 as adjusted from time to time
payment of the balance due for that portion of the Work pursuant to Paragraph 6.04);
fully completed and accepted. If the remaining balance to
be held by Owner for Work not fully completed or . 2. Contractor's disregard of Laws or Regulations I
corrected is less than the retainage stipulated in the ofany public body having jurisdiction;
Agreement, and if bonds have been furnished as required
in Paragraph 5,.Ol, the written consent of the surety to the 3. Contractor's disregard of the authority of I
payment of the balance due for that portion of the Work Engineer; or
fully completed and accepted shall be submitted, by
Contractor to Engineer with the APPlicatio. n for such 4. contrac.tor's violation in any substantial way I
payment. Such payment shall be made under the terms of any provisions of the Contract Documents.
and conditions governing final payment, except that it
shall not constitute a waiver of Claims. B. If one or more of the events identified in
Paragraph.15.02.A occur, Owner may, after giving I
14.09 Waiver a/Claims Contractor (and surety ) seven days written notice of its
intent to terminate the services of Contractor: .
A. The making and acceptance of final payment
will constitute: ' 1.. exclude Contractor from the Site, and take 1
possession of the Work and of all Contractor's tools,
I. a waiver of all Claims by Owner against appliances, construction equipment, and machinery at the
Contractor, except Claims arising fr.om unsettled Liens, Site, and use the same to the full extent they could be I
from defective Work appearing after final inspection used by Contractor (without liability to Contractor for
pursuant to Paragraph 14.06, from failure to comply with trespass or conversion),
the Contract Documents or the terms of any special
guarantees specified therein, or from Contractor's 2. incorporate in the Work all materials and I
continuing obligations under the Contract Documents; equipment stored at the Site or for which Owner has paid
and Contractor but which are stored elsewhere, and
2. a waiver of all Claims by Contractor against I
Owner other than those previously. made in accordance
.EJCDC C-700 Standard General Conditions of the Construction Contract. I
Copyright @ 2002 National Society of ProCessional Engineers Cor EJCDC. All rights reserved.
00700 - 39
I.,,,~,,,,",<.,;,,,....,,, ".,,,., ' ,'....'",. '..'.'" . .'.' ,,,,,..,,,,..,, "'.,,, .." " "",,,,,,,~,,,,",,,,,",,,,,,,~,,,,.,~,,,,..,....,,,,,,, "'''''''~'''",''''''~''~-''~'''' ._, ''',,'' , ' " ", ,., "
3. complete the Work as Owner may deem 2. expenses sustained prior to the effective date ,........." '''..'^' ,
I expedient. of tennination in perfonning services and furnishing
, labor, materials, or equipment as required by the Contract
C. If Owner proceeds as provided in Paragraph Documents in connection with uncompleted Work, plus
15.02.B, Contractor shall not be entitled to receive any fair and reasonable sums for overhead and profit on such
1 further payment until the Work is completed. If the expenses;
unpaid balance of the Contract Price exceeds all claims,
costs, losses, and damages (including but not limited to all 3. all claims, costs, losses, and damages
I fees and, charges of engineers, architects, attorneys, and (including but not limited to all fees and charges of
other, professionals and all court" or, arbitration or other engineers, architects, attorneys, 'and other professionals
dispute resolution costs) sustained by Owner arising out and all court or arbitration or other dispute resolution
of or relating to completing the Work, such excess will be costs) incurred in settlement of terminated contracts with
I paid to Contractor. If such claims, costs, losses, and Subcontractors, Suppliers, and others; and
damages exceed such unpaid balance, Contractor shall
pay the difference to Owner. Such claims, costs, losses, 4. reasonable expenses directly attributable to
I and damages incurred by Owner will be reviewed by termination. '
Engineer as to their reasonableness and, when so
approved by Engineer, incorporated ina Change Order. B. Contractor shall not be paid on account ofloss
When exercising any rights or remedies under this of anticipated profits or revenue or other economic loss
1 Paragraph Owner shall not be required to obtain the arising out of or resulting from such termination.
, lowest price for the Work performed.
, 15.04 Contractor May Stop Work or Terminate
I D. Notwithstanding Paragraphs 15.02.B and
15.02.C, Contractor's services will not be terminated if A. If, through no act or fault of Contractor, (i)
Contractor begins within seven days of receipt of notice the Work is suspended .for more than 90 consecutive days
of intent to. terminate to correct its failure to perform and by Owner or under an order of court or other public
I proceeds diligently to cure such failure within no more authority, or (Ii) Engineer fails to act on any Application
than 30 days of receipt of said notice. for Payment within 30 days after it is submiUed, or (Hi)
Owner fails for 30 days to pay Contractor any sum fmally
E. Where Contractor's services have been so determinedJo bedue,thell Contractor may, upon seven
I terminated by Owner, 'the" termination will not affect any days written notice to Owner and Engineer, and provided
rights or remedies of Owner against Contractor -then Owner or Engineer do not remedy such suspension or
existing or which may thereafter accrue. Any retention or failure within that time, terminate the Contract and
1 payment of moneys due Contractor by Owner will not recover from, Owner payment on the same terms as
release Contractor from liability. provided in Paragraph l5.03.
F. If and to the extent that Contractor has B. In lieu of terminating the Contract and
I provided a performance bond under the provisions of without prejudice to any other right, or remedy, if
Paragraph 5.01.A, the termination procedures of that bond Engineer has failed to act on an Application for Payment
shall supersede the provisions of Paragraphs l5.02.B, and within 30 days after his submitted, or Owner has failed
I 15.02.C. for 30 days to pay Contractor any sum fmally determined
to be due, Contractor may, seven days after written notice
15.03 Owner May Terminate For Convenience to Owner and Engineer, stop the Work until payment is
made of all such amounts due Contractor, including
I ,'~. Upon seven days ~tten n~tice to Con~actor interest !hereon.The provisions of this Paragraph ~5.04
and ..Engmeer, Owner may, wIthout cause and WIthout 'are not Intended to preclude. Contractor from making a
prejudice to any other right or remedy of Owner, Claim under Paragraph lO.05 for an adjustnient in
I terminate the con, tract. In such case, Contractor shall be Contract Price or Contract Times or otherwise for
paid for (without duplication of any items); expenses or damage directly attributable to Contractor's
stopping the Work as permitted by this Paragraph.
1. completed and acceptable Work executed in
I accordance with the Contract Documents prior to the
effective date of termination, including fair and ARTICLE 16 - DISPUTE RESOLUTION
reasonable sums for overhead and profit on such Work;
1 16.01 Methods and Procedures
I A. Either, Owner or Contractor may request
mediation of any Claim submitted to Engineer for a
decision under Paragraph 10.05 before such decision
becomes fmal and binding.' The mediation will be
I EJCDC C-700 Standard General Conditions of the Construction Contract.
Copyright @ 2002 National Society of Professional Engineers for EJCDC. All rights reserved.
00700 - 40
,0,0 'governed by the' Construction Industry' Mediation' Rilles delivered at or sent by registered or certified""~~,--,I,-,,
of the American Arbitration Association in effect as of the mail, postage prepaid, to, the last busip.ess address known
Effective Date of the Agreement. The request for to the giver of the notice. I
mediation shall be submitted in writing to the American
Arbitration Association and the other party to the l7.02 Computation of Times
Contract. Timely submission of the request shall stay the I
effect of Paragraph lO.05.E. A. When any period of time is referred to in the
Contract Documents by days, it will be computed to
B. Owner and Contractor shall participate in the exclude the fIrst and include the last day of such period. If
mediation ,process ,in good faith. 'The process' shall be the last day of any such period falls on a Saturday or, I
concluded within 60 days of filing' of the request. The Sunday or on a day made a legal holiday by the law of the
date of termination of the mediation shall be determined applicable jurisdiction, such day will be omitted from the
by application of the mediation rules referenced above. computation. I
C. If the Claim is not resolved by mediation, 17.03 Cumulative Remedies
Engineer's action under Paragraph lO.OS.C or a denial
pursuant to Paragraphs 10.05.C.3 or 10.05.D shall become , A. The duties and obligations imposed by these 1
fmal and" binding 30 days after termination of the General Conditions and the rights and remedies available
mediation unless, within that. time period, Owner or hereunder to the parties hereto are in addition to, and are
Contractor: not to be construed in any way as a limitation of, any 1
rights and remedies available to any or all of them which
1. elects in writing to invoke any dispute are otherwise imposed or available by Laws or Regula-
resolution process provided for in the Supplementary tions, by special warranty or guarantee, or by other
Conditions, or provisions of the Contract Documents: The provisions of 1
this Paragraph will be as effective as if repeated
2. agrees with the other party to submit the specifically in the Contract Documents in connection with
Claim ~o anoilier dispute resolution process, or each particular duty, obligation, right, and remedy to I
which they apply.
3. gives, written notice to the other party of their
intent to submit the Claim to a court of competent, > 17.04 Survival of Obligations
jurisdiction. 1
A. All representations, indemnifications, warran-
ties, and guarantees made in, required by, or given in
ARTICLE 17 - MISCELLANEOUS accordance with the Contract Documents, as well as all
continuing obligations indicated in the Contract Docu- 1
ments, will survive final payment, completion, and
17.01 Giving Notice acceptance of the Work or termination or completion of
the Contract or termination of the services of Contractor. I
A. Whenever any provision of the Contract
Documents requires the giving of written notice, it will be 17.05 Controlling Law
deemed to have been validly given if: A. This Contract is to be governed by the law of 1
1. delivered in person to the individual or to a , the state in which the Project is located.
member of the firm or to an officer of the corporation for Headings
whom it is intended, or l7;06 1
A. Article 'and' paragraph headings' are inserted
for convenience only and do not constitute parts 1
of these General Conditions.
1
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EJCDC C-700 Standard General Conditions of the Construction Contract. I
Copyright @ 2002 National Society of Professional Engineers for EJCDC. All rights reserved.
00700 - 41
I SUPPLEMENTARY GENERAL CONDITIONS
I
ARTICLE S.G.C.O INTROD UCTION ....................................... ...............................................................
I ARTICLE S.G.C.1 o EFIN mONS AN 0 TERM IN OlOGY.................... ........,..........................................
ARTICLE S.G.C.2 PRELIMINARY MATTERS .......,.......... ........... .............. ....... ....................... .... ...... .;...
I ARTICLE S.G.C.3 CONTRACT DOCUMENTS: INTENT, AMENDING, REUSE ..................................
I ARTICLE S.G.CA AVAILABLE LANDS, SURFACE AND PHYSICAL CONDITIONS,
REFERENCE PO INTS .............................................................................................
I ARTICLE S.G.C.5 BONDS AND INSURANCE...... .......... ........ .................................................... ..........
ARTICLE S.G.C.6 CONTRACTOR'S RESPONSIBI L1TI ES ...................................................................
I ARTICLE S.G.C.7 OTHER WORK AT THE SITE ........................ ..........................................................
ARTICLE S.G.C.9 ENGINEER'S STATUS DURING CONSTRUCTION ...............................................
I ARTICLE S.G.C.10 CHANGES IN THE WORK; CLAIMS .......................................................................
I ARTICLE S.G.C.11 COST OF THE WORK; CASH ALLOWANCES; UNIT PRICE WORK....................
ARTICLE S.G.C.13 TESTS AND INSPECTIONS; CORRECTIONS; REMOVAL OR
I ACCEPTANCE. OF DEFECTIVE WORK .......... .....................;.................;.............;.
ARTICLE S.G.C.14 PAYMENTS TO CONTRACTOR AND COMPLETION ............................................
I ARTICLE S.G.C.16 DISPUTE RESOLUTION........... ...... ................... .........;............................................
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I CITY OF SHAKOPEE GENERAL SPECIFICATIONS AND STANDARD SGC
DETAIL PLATES FOR STREET & UTILITY CONSTRUCTION
I SUPPLEMENTARY GENERAL CONDITIONS
I ARTICLE S.G.C.O INTRODUCTION
I These Supplementary General Conditions amend or supplement the Standard General Conditions of the
Construction Contract (EJCDC C-700, 2002 Edition) and other provisions of the Contract Documents as
indicated below. All provisions, which are not so amended or supplemented, remain in full force and
I effect.
ARTICLE S.G.C.1 DEFINITIONS AND TERMINOLOGY
I The terms used in these Supplementary General Conditions, which are defined in the Standard General
Conditions of the Construction Contract (EJCDC C-700, 2002 Edition), have the meanings assigned to
them in the General Conditions.
I OWNER shall mean the City of Shakopee, 129 Holmes Street South, Shakopee, Minnesota
553.79 or as specified.
I ENGINEER shall mean the CITY ENGINEER of the City of Shakopee or the CONSULTING
ENGINEER representing the OWNER on the project.
I Department shall mean the City of Shakopee Public Works/Engineering Department.
ARTICLE S.G.C.2 PRELIMINARY MATTERS
I Paragraph 2.05.A of the General Conditions shall be deleted in its entirety and replaced by the following
paragraphs.
1 A. Within ten (10) days after the Effective bate of the Agreement (unless otherwise-specified
in the General Requirements) and before starting any work at the site, CONTRACTOR.
shall submit to ENGINEER the following for its timely review:
I 1. The CONTRACTOR shall submit in writing to the ENGINEER for review a
progress schedule indicating the order in which the CONTRACTOR proposes to
perform the various stages of the Work, the dates on which the CONTRACTOR
I will start the various features thereof, and the contemplated dates for completing
the same. This schedule shall be in the form of a bar chart of a suitable scale to
indicate appropriately the percentage of work scheduled and completed by
weekly schedules. The CONTRACTOR shall not deviate from this schedule after
I once approved without the written permission of the ENGINEER. The progress
schedule will be acceptable to ENGINEER if it provides an orderly progression of
the Work to completion within any specified Milestones and the Contract Times.
I Such acceptance will not impose on ENGINEER responsibilityfor the progress
schedule ofthe Work nor interfere with or relieve CONTRACTOR from
CONTRACTOR'S full responsibility therefore.
I 2. The CONTRACTOR shall present to the ENGINEER six (6) copies of detailed,
dimensioned manufacturer's drawings of all materials, apparatus and machinery,
and for such fittings and devices as the ENGINEER may direct. The ENGINEER
I will keep two copies of each set and return the rest to the CONTRACTOR with
the ENGINEER'S approval or notations. In case of lack of approval, the
CONTRACTOR shall submit new drawings, corrected as required by the
ENGINEER. All such drawings shall be submitted to the ENGINEER with ample
I time allowance for consideration.
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I CITY OF SHAKOPEE GENERAL SPECIFICATIONS AND STANDARD SGC
DETAIL PLATES FOR STREET & UTILITY CONSTRUCTION
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3. The ENGINEER'S approval of such drawings and progress schedules shall not
I relieve the CONTRACTOR from responsibility for deviations from drawings or
specifications unless the CONTRACTOR has, in writing, called the ENGINEER'S
attention to such deviations at the time of submission, nor shall it relieve the
I CONTRACTOR from the responsibility for errors of any sort in shop drawings or
progress schedules. No Work shall be started until the drawings and progress
schedules have been approved by the ENGINEER.
I Add a new paragraph immediately after 2.06.A of the General Conditions, which is to read as follows:
B. The preconstruction meeting will be arranged by the ENGINEER. Representatives of the
I ENGINEER, OWNER, CONTRACTOR, utility companies and other parties involved in the
project shall be present at this meeting. The CONTRACTOR'S project superintendent
and foreman will be present at this meeting. The CONTRACTOR'S project
superintendent shall be familiar with all phases of the work to be executed and shall
I oversee the work during its progress. The project superintendent shall represent the
CONTRACTOR in the CONTRACTOR'S absence, and communications and directions
given to the project superintendent shall be as binding as if given to the CONTRACTOR.
I The CONTRACTOR'S work schedule and a list of subcontractors and Suppliers shall be
submitted and reviewed along with any other information necessary for the orderly
execution of the work at the preconstruction conference.
I ARTICLE S.G.C.3 CONTRACT DOCUMENTS: INTENT, AMENDING, REUSE
Add new paragraphs immediately after 3.02.A.2 of the General Conditions, which are to read as follows:
I 3. The work shall be performed in accordance with the latest edition of the Minnesota
Department of Transportation Standard Specifications for Highway Construction,
(Mn/DOT Specifications) and any ,supplements or amendments thereto issued . prior to the
I date of these Contract Documents, except as modified or supplemented by the current
"Standard Utilities Specifications for Water Main and Service Line Installation and
Sanitary Sewer and Storm Sewer Installation" as published by the City Engineers
I Association of Minnesota, latest edition, and as modified or supplemented in these
General Conditions, Supplementary General Conditions, Supplementary General
Requirements, Supplementary Special Provisions, Standard Detail Plates, or other
Contract Documents.
I 4. Coordination of Plans and Specifications shall be in accordance with the provisions of
Mn/DOT Specification 1504, as modified by the following definitions:
I a. Standard Specification: Refer in precedent order to the current "Standard Utilities
Specifications" of the City Engineers Association of Minnesota, the current
Mn/DOT Standard Specifications and the other specifications of ASTM, ANSI,
I AWWA, etc., as referenced and (3s published on the date of the bid
advertisement.
b. Supplemental Specifications: Refer in precedent orders to the Supplementary
I General Conditions and the General Conditions as contained in these Contract
Documents.
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I CITY OF SHAKOPEE GENERAL SPECIFICATIONS AND STANDARD SGC
DETAIL PLATES FOR STREET & UTILITY CONSTRUCTION
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c. Work under these Contract Documents shall be governed by all applicable
I federal, state, and local laws, regulations, codes and ordinances, and the
Contract Documents, which are as follows:
I General Conditions
Supplementary General Conditions
Supplementary General Requirements
I Supplementary Special Provisions
Addenda.
Proposal
Contract Documents
I Technical Specifications
d. Should the Contract Documents conflict with any of the regulations and standards
I mentioned in preceding paragraphs of these Supplementary General Conditions,
the regulations and standards shall take precedence. This shall not, however, be
construed to relieve the CONTRACTOR from complying with the requirements of
the Contract Documents, which are in excess of, but not contrary to, the
I regulations and standards.
ARTICLE S.G.C.4 AVAILABLE LANDS, SURFACE AND PHYSICAL CONDITIONS, REFERENCE
POINTS
I The fourth sentence of Paragraph 4.01.A of the General Conditions shall be deleted and the following
inserted in its place:
I If the CONTRACTOR believes that there has been delay in OWNER'S furnishing lands, rights-of-
way or easements, CONTRACTOR'S sole remedy shall be an extension of Contract Time, for
which the CONTRACTORmaymakea claim therefore as provided in paragraph 10.05.
I Add new paragraphs immediately after 4.05.A of the General Conditions, which are to read as follows:
I B. All property corner monuments and section corners known by the ENGINEER will be
marked prior to construction. Any such monuments required to be removed by the
proposed construction will be replaced at the OWNER'S expense. Any such monuments
outside the proposed construction limits shall be protected by the CONTRACTOR.
I Should any monuments outside the proposed construction limits be disturbed, a Licensed
Land Surveyor at the CONTRACTOR'S expense will reset them.
I C. The ENGINEER will provide horizontal and vertical control construction stakes to allow
the CONTRACTORto construct the utilities as follows:
1. One set of offset stakes placed at twenty-five foot (25') intervals for the first
I hundred feet (100') out of each, manhole and every hundred feet (100') thereafter
for gravity sewer. A cut sheet indicating horizontal and vertical distances from the
stake to the pipe invert will be provided along with hub elevations and
benchmarks.
I 2. One set of offset stakes placed at twenty-five foot (25') intervals with a cut sheet
for water mains. Cut sheet will include hub elevations and benchmarks.
I D. The ENGINEER will provide horizontal and vertical control construction stakes to allow
the CONTRACTOR to construct the streets as follows:
I 1. One set of hubs at fifty foot (50') intervals on street centerline to re-establish
subgrade.
I 2. One set of offset cut and fill stakes placed at twenty-five foot (25') intervals on
each side of the street for fine grading and curb and gutter. A cut sheet showing
,.. .,
I CITY OF SHAKOPEE GENERAL SPECIFICATIONS AND STANDARD SGC
DETAIL PLATES FOR STREET & UTILITY CONSTRUCTION
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1 hub elevations and benchmarks will be provided.
E. The CONTRACTOR shall give the ENGINEER forty-eight (48) hour notice of need for the
establishment of line and grade so that the ENGINEER may have time to provide them.
No additional compensation shall be allowed by the CONTRACTOR for any claims of
I crews being held up because of lack of line and grade stakes. After lines and grades for
any part of the work have been given by the ENGINEER, the CONTRACTOR will be held
responsible for such lines and grades. It shall be the CONTRACTOR'S total responsibility
I to accurately construct the streets and utilities in accordance with the construction stakes. '.
All stakes or other marks given shall be protected and preserved by the CONTRACTOR
until the CONTRACTOR is authorized to remove them. The CONTRACTOR shall be
billed the cost of any restaking due to their negligence. The CONTRACTOR shall, at their
1 own expense, correct any mistakes that may be caused by the unauthorized disturbance
or removal of line and grade stakes. The ENGINEER may require that work be
suspended when, for any reason, such marks cannot be properly followed.
I F. The CONTRACTOR shall supply hubs and lath to the project site. Furnishing and
delivering the hubs and lath shall be considered incidental to the project with no additional
compensation allowed therefore.
I ARTICLE S.G.C.5 BONDS AND INSURANCE
The limits of liability for the insurance required by Paragraph 5.04 Contractor's Liability Insurance ofthe
I General Conditions shall provide the following coverages for not less than the following amounts or greater
where required by laws and regulations:
I After Paragraph 5.04.B.7, add the following insurance requirements:
8. Worker's Compensation
I (1 ) State Statutory
(2) Applicable Federal (e.g. Longshoreman's): Statutory
(3) Employer's Liability: $2,000,000
I 9. Contractor's Liability Insurance including completed operations and product liability coverages and
eliminate the exclusion with respect to property under the care, custody and control,of Contractor:
I (1 ) General Aggregate
(Except Products - Completed Operations) $2,000,000
I (2) Products - Completed
(Operations Aggregate) $2,000,000
(3) Personal and Advertising
I Injury (Per Person/Organization) $2,000,000
(4) Each Occurrence
(Bodily Injury and Property Damage) $2,000,000
I (5) Property Damage Liability Insurance will provide
explosion, collapse and underground coverages where $2,000,000
I applicable.
(6) Excess Liability
I General Aggregate $2,000,000
Each Occurrence $2,000,000
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I CITY OF SHAKOPEE GENERAL SPECIFICATIONS AND STANDARD SGC
DETAIL PLATES FOR STREET & UTILITY CONSTRUCTION
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10. Automobile Liability:
1 (1 ) Bodily Injury:
I $2,000,000 Each Person
$2,000,000 Each Accident
Property Damage:
I $2,000,000 Each Accident
I or
(2) Combined Single Limit (Bodily Injury and Property Damage)
I $2,000,000 Each Accident
ARTICLE S.G.C.6 CONTRACTOR'S RESPONSIBILITIES
I Add the following to 6.13.B of the General Conditions to read as follows:
The CONTRACTOR shall provide all necessary temporary barricades, fences and other
I protection as required for the proper execution of the work and for the protection of his
employees, employees of the OWNER, and other personnel according to all Federal, State, and
Local regulations. This may include increased signing as necessary. All utility trenches shall be
I backfilled at the end of each working day and driveway access provided to individual residences
to the satisfaction of the ENGINEER. CONTRACTOR shall immediately call "911" if a gas utility
line is struck or damaged.
I ARTICLE S.G.C.7 OTHER WORK ATTHE SITE
Paragraph 7.01.A.2 of the General Conditions shall be deleted and the following inserted in its place:
I 2. If the CONTRACTOR believes that there has been delay in .oWNER'S other
work, CONTRACTOR'S sole remedy shall be an extension of Contract Time, for
which the CONTRACTOR may make a claim therefore as provided in paragraph
I 10.05.
Add the following to 7.01.B of the General Conditions to read as follows:
I The CONTRACTOR shall cooperate with all parties to facilitate the prompt completion of all
contracts.
I Add a new paragraph immediately after7.01.C of the General Conditions, which is to read as follows:
D. The CONTRACTOR is hereby advised that the following work may be performed on the
I site by others during the contract time.
1. The individual lot owners or their agents may be site grading and/or constructing
buildings on the lots adjacent to the proposed streets.
I 2. Private utility companies may be installing and/or relocating underground facilities
on or adjacent to the project.
I Add a new paragraph immediately following 7.01 D (stated above) of the General Conditions, which is to
read as follows:
I E. If Owner performs work for the Contractor, Contractor must pay Owner for such work with no
deduction in Contract amount.
I CITY OF SHAKOPEE GENERAL SPECIFICATIONS AND STANDARD SGC
DETAIL PLATES FOR STREET & UTILITY CONSTRUCTION
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ARTICLE S.G.C.9 ENGINEER'S STATUS DURING CONSTRUCTION
I Add a new paragraph immediately after 9,02.8 of the General Conditions. which is to read as follows:
I C. Throughout the construction phase regular weekly meetings will be held by the
ENGINEER on site to review progress and discuss items necessary for an orderly
completion of the project. The weekly construction meetings shall include the OWNER,
I ENGINEER and CONTRACTOR. The CONTRACTOR'S representative must be able to
make decisions for the CONTRACTOR pertaining to the project. All project conflicts shall
be brought to these meetings, including requests for additional payment.
I ARTICLE S.G.C.10 CHANGES IN THE WORK; CLAIMS
Add the following paragraph after 10.01.8 of the General Conditions to read as follows:
I C. Except as specifically authorized in writing by the ENGINEER at the time additjonal work
is done beyond the original scope of the Contract Documents, the CONTRACTOR shall
make no claims for additional compensation. The CONTRACTOR'S plea of ignorance of
I foreseeable conditions which will create difficulties or hindrances in the execution of the
work will not be acceptable to the OWNERas an excuse for any failure of the
CONTRACTOR to fulfill the requirements of the Contract Documents, and shall not be a
basis for the CONTRACTOR'S claim for additional compensation. Any discrepancies in
I or conflicts between the items described in these Contract Documents must be submitted
in writing to the ENGINEER for adjustment prior to proceeding with the work as any
claims for additional compensation to achieve compliance with the requirements of those
I items will not be allowed or considered.
The first sentence of Paragraph 10.05.8 of the General Conditions shall be deleted and the following
inserted in its place:
I Written notice stating the general nature of each Claim, dispute, or other matter shall be delivered
by the claimant to ENGINEER and the other party to the Contract promptly, but in no event later
I than ten (10) days after the start of the event giving rise thereto.
ARTICLE S.G.C.11 COST OF THE WORK; CASH ALLOWANCES; UNIT PRICE WORK
I Delete paragraph 11.03.D in its entirety and insert the following in its place.
It should be noted that there will be no adjustment in unit price for increased or decreased
I quantities. In addition, the OWNER reserves the right to reduce certain quantities or delete
certain items from each section of the bids a~ the OWNER sees fit, either before or after the
Award of Contract. There will be no additional compensation due to remobilization of equipment
as necessary to complete punch list items or other items not completed by the CONTRACTOR.
I There will be no additional compensation due to restocking charges for materials not used on the
project
ARTICLE S.G.C.13 TESTS AND INSPECTIONS; CORRECTIONS; REMOVAL OR ACCEPTANCE
I OF DEFECTIVE WORK
Add the following paragraph after 13.03.8.3 of the General Conditions to read as follows:
I 4. Signed copies of all reports on test shall be sent at once to the Engineer and the
Contractor. These copies shall be received by the Engineer prior to the placing of
I any of the test items. Tests shall be made in accordance with the American
Society for Testing and Materials (ASTM) standard and tentative specifications
that apply, except as otherwise specified. Rejected materials shall immediately
be removed from the site and shall not be used in work. Inspection and testing
I shall in no way relieve the Contractor or supplierfrom the responsibility of
furnishing materials and workmanship in accordance with the plans and
I CITY OF SHAKOPEE GENERAL SPECIFICATIONS AND STANDARD SGC
DETAIL PLATES FOR STREET & UTILITY CONSTRUCTION
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I specifications. Density tests will be by "Specified Density" method.
Amend the first sent~nce of Paragraph 13.07A Correction Period of the General Conditions as follows:
I Replace the words "Substantial Completion" with "Final acceptance of the project by the
Owner."
ARTICLE S.G.C.14 PAYMENTS TO CONTRACTOR AND COMPLETION
I Paragraph t4.02A3 of the General Conditions shall, be deleted in its entirety and substitute the following
requirements: .
I The amount of retainage with respect to all progress payments will be as follows:
Minnesota Contractors 5%
I Exempt Non-Minnesota Contractors 5%
Non-Exempt Non-Minnesota Contractors 5%+8%*=13%
I *State Surety Deposit
Non-Minnesota Contractors are advised to file Form SD-3 with the Minnesota Department of
Revenue to determine their exemption status.
I No reduction in retainage will be allowed until final acceptance of entire project.
I Amend the first sentence of paragraph 14.02.B.5 of the General Conditions to read as follows:
ENGINEER may refuse to recommend the whole or any part of any payment if the established
Contract Time for Substantial Completion has expired or, if in ENGINEER'S opinion, it would be
1 incorrect to make the representations to OWNER referred to in paragraph 14.02.B.2.
Add the following after the second sentence of paragraph 14.06.A of the General Conditions:
I If, after such measures are taken, subsequent inspections by ENGINEER reveal that any of the
previously identified particulars remain incomplete or defective, ENGINEER will again notify
CONTRACTOR in writing of the remaining particulars. All costs associated with any subsequent
I inspections in which said remaining particulars are revealed, will be documented by ENGINEER
and paid by CONTRACTOR to OWNER.
I Add a new paragraph immediately after paragraph 14.07.A.3 of the General Conditions, which is to read
as follows:
4. Before final application for payment is made for the work, CONTRACTOR must make
I satisfactoryshowing of compliance with M.SA Section 290.92, which requires the
withholding of state income taxes for wages paid to employees on this project. Submittal
of Certificate of Compliance from the Commissioner of Taxation totheOWNER will
I satisfy this requirement. CONTRACTOR is advised that before such certificate can be
issued, the CONTRACTOR must first place on file with the Commissioner of Taxation an
affidavit that the CONTRACTOR has complied with the provisions of M.SA Section
290.92. The Commissioner of Taxation, Centennial Building, St. Paul, Minnesota, will
I supply the required affidavit form on request.
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I CITY OF SHAKOPEE GENERAL SPECIFICATIONS AND STANDARD SGC
DETAIL PLATES FOR STREET & UTILITY CONSTRUCTION
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I ARTICLE S.G.C.16 DISPUTE RESOLUTION
Article 16.01.A, Methods and Procedures, of the General Conditions shall be deleted in its entirety and
replaced with the following paragraph:
I "In an effort to resolve any conflicts that arise during the design or construction of the project or
following the completion of the project, the CONTRACTOR and the ENGINEER agree that all
I disputes between them arising out of or relating to this agreement shall be resolved, if possible, at
the lowest possible staff,leveJ. If the dispute cannot be resolved between CONTRACTOR and
ENGINEER staff, the presidents of the respective firms will meet to attempt to resolve the
dispute(s). If resolution is not achieved, the dispute shall be submitted to non-binding mediation."
I The rights and remedies available to the CONTRACTOR shall be limited to breach of Contract,
and no other cause of action, including, without limitation, negligence, misrepresentation or other
1 tort theory. The OWNER or CONTRACTOR may assert any such breach of contract claim in any
court of competent jurisdiction. Neither the OWNER nor the CONTRACTOR shall be entitled to a
jury trial in any such action. The right and remedies to the OWNER hereunder shall be in addition
to and shall not be constructed in any way as a limitation of any rights and remedies available to
I the OWNER, which is otherwise available by law or contract, by special warranty or guarantee, or
by other provision of the Contract documents. The provision of this paragraph shall be as
effective as if repeated specifically in the contract documents in connection with each particular
I duty, obligation, right and remedy to which it may apply. All representations, warranties and
guarantees made in the Contract documents shall survive final payment, termination or
completion of this agreement.
1 No waiver or failure to enforce any part or provision of the contract documents, including but not
limited to the change order process, shall be deemed to be waiver by the OWNER of any
subsequent default or breach of the same or any other part of provision contained herein, or right
to enforce the same.or any other part or provision. contained herein.
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I CITY OF SHAKOPEE GENERAL SPECIFICATIONS AND STANDARD SGC
DETAIL PLATES FOR STREET & UTILITY CONSTRUCTION
I DIVISION 1
I SUPPLEMENTARY GENERAL REQUIREMENTS
I
S.G.R. 01050 INTENT OF THE GENERAL SPECIFICATIONS... .,.......... .,. ...... ..' ......... ................
I S.G.R.01095 REFERENCE SPECr FICA TIONS .....,.......... ............... .,.......................... ...... .'....................
S.G.R. 01400 QUALITY CONTROL............................. ................................................ ...........................
I S.G.R. 01402 "OR EQUAL" CLAUSE................................. ............... ....................................... ...............
S.G.R. 01404 MAINTENANCE OF TRAFFiC.................. .........................................: ..............................
S.G.R. 01407 CLEANUP .... ....................................................................... ..............................................
I S.G.R. 01507 UTILITY PROPERTY AND SERViCE...................... .........................................................
S.G.R. 01510 STRUCTURE MARKERS....................................... .................................. ............. ...........
I S.G.R.01515 CONSTRUCTION WATER.............................. ......... ...;....... .................... ........~.................
S.G.R. 01516 TEMPORARY SAN IT ARY FACiLITIES..... ...... ......................... .................... ....................
I S.G.R. 01546 PROTECT EXISTING UTILITI ES ............... ..................... ............. ............. ........ ...............
S.G.R. 01547 PROTECT EXISTING PAVEMENTS.............. ................ ........................... ........ ...............
S.G.R. 01550 MAIL SERVICE.. ........... ..................................... ........ ..... ............................ ....... ...............
I S.G.R. 01551 GARBAGE SERViCE.... ........................ ................................ ........................... .................
S.G.R. 01560 WORKING HOURS... .;....... ........... ...... .'............. ....'..... ...................... ........... ................. ..'....
I S.G.R. 01561 NOISE CONTROL;........ ..,.. ..... ..... .,...................... ........ .... ........ ........ " ."........ ....... ...............
S.G.R. 01562 DUST CONTROL................... ................................................................... ........................
I S.G.R. 01568 EROSION CONTROL..................................................................... ............... ....... ............
S.G.R 01590 DEWATERING........................................................................................... .......................
S.G.R. 01603 MATERIALS TESTING............................................................................. ............ ............
I S.G.R. 01710 TRAFFIC CONTROL.......... ...............................................................................................
S.G.R. 01760 PROTECTION OF THE PU BLIC ............................................................. ................ ..........
I S.G.R. 01780 PROTECTION OF ADJACENT PROPERTIES ................................................................
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I CITY OF SHAKOPEE GENERAL SPECIFICATIONS AND STANDARD DIV 1
DETAIL PLATES FOR STREET & UTILITY CONSTRUCTION
I DIVISION 1
I SUPPLEMENTARY GENERAL REQUIREMENTS
I S.G.R. 01050 INTENT OF THE GENERAL SPECIFICATIONS
I The intent of the City of Shakopee General Specifications is to serve as minimum guidelines for private
improvements within the City of Shakopee. The City Engineer may impose stricter requirements on any
given project. Public improvement projects will be governed by specifications specific to each project.
I It is not the intention of these specifications to dictate to developers how specific items shall be paid for.
The basis of payment for work performed shall be agreed upon by the contractor and the developer prior
to construction.
I S.G.R. 01095 REFERENCE SPECIFICATIONS
Where the Minnesota Department of Transportation specifications are referred to herein and where a
I reference to the word State is mentioned, it is understood that the word OWNER is substituted. Theword
OWNER shall refer to the City of Shakopee. All reference to the word ENGINEER shall be interpreted as
the City Engineer. Minnesota Department of Transportation (Mn/DOT) Specifications for Highway
Construction, the latest edition revisions thereto shall apply except as noted herein. In no case shall any
I part of Division I (Supplementary General Requirements and Covenants) of the Mn/DOT Specifications
apply to this contract unless specifically stated elsewhere in these specifications.
I Utility construction shall be accomplished in accordance with applicable sections of the current City
Engineer's Association of Minnesota, Standard Utilities Specifications and the City of Shakopee Public
Utility Commission Water Policy Manual. . Contractor is required to purchase a minimum of two (2)
I additional copies of the City Of Shakopee General Specifications and Standard Detail Plates for Street &
Utility Construction and the Water Policy Manual for use at the project site. 'All CONTRACTOR crews and
subcontractor crews shall have copies of these documents.
I S.G.R.01400 QUALITY CONTROL
Any person representing federal or state agencies; the Engineer, or Owners shall have the right-of-entry
to inspect the work being performed by the Contractor. If the case warrants, the Contractor shall provide
I proper facilities for such access and inspection.
The Contractor shall notify the resident observer anytime he anticipates working on this project. No work
I will be allowed without notifying the observer a mlnimum of twenty-four (24) hours beforehand.
Testing of materials and/or densities will be paid for by the Owner. Any retesting due to failures shall be
at the expense of the Contractor.
I The Owner reserves the right to check construction of the sewer by closed circuit television before final
acceptance and at any time within the warranty period.
I S.G.R.01402 "OR EQUALu CLAUSE
Whenever a material or required article is shown on the Plans or in the Specification by using the name of
I a product or of a particular manufacturer, it is to be understood that other products or materials which will
adequately perform the required function may be considered equal and satisfactory in the Engineer's
opinion. A comparable product shall not be purchased or installed without the Engineer's approval. A
I "Contract Change Order" shall be used if the Contract is to be modified.
S.G.R.01404 . MAINTENANCE OF TRAFFIC
I Traffic shall be maintained in accordance with the "Minnesota Manual on Uniform Traffic Control Devices"
(MMUTCD), the provisions of Mn/DOT Sections 1404 and 1710 and the following:
I CITY OF SHAKOPEE GENERAL SPECIFICATIONS AND STANDARD DIV1
DETAIL PLATES FOR STREET & UTILITY CONSTRUCTION
I
(A) The Contractor shall furnish, install, maintain, and remove all traffic control devices in
I accordance with the Traffic Control Layouts/Typical Traffic Control Layouts in the Plans,
these Special Provisions, and the MMUTCD and the Project Manual, for the life of the
Contract or until approved by the Engineer, whichever is longer. The Engineer will have
I the right to modify the requirements for traffic control as deemed necessary due to
existing field conditions.
Traffic Control
I The Contractor shall be responsible for traffic control on this Project and he/she shall furnIsh, erect, and
maintain all traffic control devices in accordance with the provisions of Mn/DOT 1404, 1710, the
I "Minnesota Standard Signs Manual," the Plans, and the following:
(A) The Contractor shall furnish, erect, and maintain all necessary traffic control devices
I required to provide safe movement of vehicular traffic through the Project during the
entire period from the start of his/her operations to the final completion thereof. Traffic
control devices include, but are not limited to, barricades, warning signs, trailers, flashers,
cones, drums, pavement markings and flag persons as required and sufficient barricade
I weights to maintain barricade stability.
(B) The Contractor shall be responsible for the immediate repair or replacement of all traffic
I control devices that become damaged, moved or destroyed, of all lights that cease to
function properly, and of all barricade weights that are damaged, destroyed, or otherwise
fail to stabilize the barricades. The Contractor will further provide sufficient surveillance
of all traffic control devices at least once every 24 hours.
I The Contractor shall furnish the Engineer names, addresses and phone numbers of at
least two local persons responsible for all traffic control devices.
I (C) At least five days prior to the start of construction, the Contractor shall submit his/her
proposed traffic control layout to the Engineer for approval. At least 24 hours prior to
placement, all traffic control devices shall be available on the Project for inspection by the
I Engineer to insure conformance with the Minnesota Manual on Uniform Traffic Control
Devices and the State of Minnesota Standard Signs Manual. The Contractor shall modify
his/her proposed traffic control layout and/or devices as deemed necessary by the
Engineer.
I (D) The Contractor shall notify the Engineer in writing at least 72 hours prior to the start of
any construction operation that will necessitate lane closure or internal traffic control
I' signing.
(E) No measurement will be made of the various items that constitute Traffic Control but all
such work will be construed to be included in the Lump Sum for which payment is made.
I S.G.R. 01407 CLEANUP
I During the progress of the ~ork, the area affected shall be kept clean and free of all rubbish and surplus
materials. All, unneeded construction equipment shall be removed from the site and all damage repaired
so that the public and adjacent property owners are inconvenienced as little as possible.
I Where materials or debris have washed or flowed into or have been placed in water courses, ditches,
gutters, drains, catch basins, or elsewhere as a result of the CONTRACTOR'S operations, such material
or debris shall be removed and satisfactorily disposed of during progress of work. All ditches, channels,
I drains, etc., shall be kept in a clean and neat condition. All catch basins and sumps shall be cleaned just
prior to final acceptance of the project.
On or before the completion of work, the CONTRACTOR shall, unless otherwise directed in writing,
I remove all temporary work, tools and machinery or other construction equipment placed by the
I CITY OF SHAKOPEE GENERAL SPECIFICATIONS AND STANDARD Dlv1
DETAIL PLATES FOR STREET & UTILITY CONSTRUCTIQN
1 CONTRACTOR. The CONTRACTOR shall remove all rubbish from any grounds which the
I CONTRACTOR has occupied and shall leave all the premises and adjacent property affected by the
operation in a neat and restored condition satisfactory to the ENGINEER.
Sweeping of streets and parking lots that are impacted by the construction shall be the responsibility of
I the CONTRACTOR. The CONTRACTOR shall provide street and parking lot sweeping within 48 hours
when requested by the ENGINEER. The sweeper shall be a pick up style sweeper approved by the
Engineer.
I All equipment, materials and labor required for clean up shall be considered incidental to the contract with
no direct compensation.
I S.G.R. 01507 UTILITY PROPERTY AND SERVICE
It shall be the Contractor's responsibility to utilize the One-Call Excavation Notice System at "Gopher
State One Call" (1-800-252-1166) as required under Minnesota Statue Chapter 2160 at least 48 hours
I prior to the start of excavation (excluding Saturdays, Sundays and holidays).
All existing utilities may not be shown on the plans. The utilities that have been noted on the plans are
I shown in an approximate way only. The Contractor is required to have all utilities located, and shall
coordinate their work with the private utility companies. The Contractor must use extreme caution when
working adjacent to existing public and private utilities. The Contractor will not be compensated for repair
or replacement of utilities damaged during construction.
I S.G.R.01510 STRUCTURE MARKERS
I All manholes, gate valves, and storm sewer aprons that are not located within the surfaced right-of-way
shall be marked with marker signs. Payment for the sign shall be incidental to the unit price bid for the
structure requiring the marker sign.
I S.G.R.01515 CONSTRUCTION WATER
The Contractorwill not be permitted to connect to any City hydrants or use unmetered City water without
I prior written approval of Shakopee Public Utilities.
S.G.R.01516 TEMPORARY SANITARY FACILITIES
I The CONTRACTOR, at their own expense, shall provide and maintain temporary toilet facilities at the site
during the construction period. The location of temporary toilet facilities shall be approved by the
Engineer prior to placement.
I S.G.R.01546 PROTECT EXISTING UTILITIES
Prior to commencing construction, the Contractor shall check all existing manholes, catch basins, gate
I valve boxes, stop boxes, storm sewer lines, and other utilities inthe construction zones to determine their
condition. The sanitary sewerstubs/manholes immediately downstream ofthe proposed construction
shall be plugged until construction is approved at no additional compensation. Failure to report
I deficiencies in writing and have such deficiencies acknowledged in writing by the Engineer will be cause
for any required repairs and/or cleaning to be charged to the Contractor.
It may be necessary to relocate existing private utilities to facilitate construction. It is the Contractor's
I responsibility to coordinate his work with the non-municipal utility companies and preserve the existing
condition of said utilities. All crossings will be thoroughly backfilled and compacted, using mechanical
tampers to prevent any displacement or settlement of the utility lines. No compensation will be allowed
I the Contractor for replacement of damaged utilities.
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I CITY OF SHAKOPEE GENERAL SPECIFICATIONS AND STANDARD DIV 1
DETAIL PLATES FOR STREET & UTILITY CONSTRUCTION
I S.G.R. 01547 PROTECT EXISTING PAVEMENTS
I The Contractor shall provide and use only rubber-tired dozers, front-end loaders and other necessary
equipment on all work where street pavements or portions of pavements are undisturbed for the
protection of the pavements or in such locations as the Engineer may direct.
I No additional compensation will be allowed to the Contractor for replacement of damaged pavements.
S.G.R. 01550 MAIL SERVICE
I The Contractor shall be required to carefully remove each existing mailbox and standard as necessary for
construction. The mailbox and standard shall be delivered to the homeowner for storage during
I construction. During construction, the Contractor shall furnish temporary mailboxes at an accessible
location for interim mail delivery as approved by the Postmaster. Each box shall be clearly labeled and
mounted on a stable standard. Upon completion of construction, the Contractor shall be required to
reinstall the original box and standard as directed by the Engineer.
I In the event that the existing standard is in such a condition that removal and reinstallation is not feasible,
the homeowner shall be provided a new mailbox and standard for installation by the CONTRACTOR or
I homeowner as directed by the ENGINEER. Or, the CONTRACTOR shall be relieved of their responsibility
for reinstallation by the ENGINEER.
Unless the proposal includes an item for mail service, this item shall be considered incidental to the
I project cost.
S.G.R. 01551 GARBAGE SERVICE
I The Contractor shall be required to accommodate garbage pickup while the project is under construction.
This coordination shall include contact with the garbage companies serving the area and maintaining
access to the individual residences, In the event that garbage pickup is not accommodated, the
I Contractorshall be responsible for contracting independently to have the garbage removed at no cost to
the project.
I Unless the proposal includes an item for garbage service, this item shall be considered incidental to the
project cost.
S.G.R. 01560 WORKING HOURS
I Working hours will be from 7:00 A.M. to 7:00 P.M., Monday through Friday and 9:00 AM. to 7:00 P.M. on
Saturdays. The City must approve requests for extensions of the working hours. The Contractor shall
I submit all requests through the field Engineer. The Contractor shall structure the proposed project
schedule based on the stated working hours. No equipment shall be started or warmed up prior to 7:00
A.M.
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I S.G.R.01561 NOISE CONTROL
The Contractor shall comply with local and state ordinances on noise abatement. All equipment shall
1 have effective mufflers on engine exhaust systems.
S.G.R.01562 DUST CONTROL
I The Contractor shall be responsible for dust control. The Contractor shall contact Shakopee Public
Utilities prior to construction to discuss the availability of water for this use. Dust control shall be
considered incidental to the project cost with no additional compensation allowed therefore.
I S.G.R. 01568 EROSION CONTROL
Erosion control shall be placed and maintained by the Contractor as shown on the plans and as directed
I by the Engineer. The Contractor shall use the appropriate means of control for individual situations. The
I CITY OF SHAKOPEE GENERAL SPECIFICATIONS AND STANDARD D1V1
DETAIL PLATES FOR STREET & UTILITY CONSTRUCTION
I erosion control types could include silt fence, fiber blanket, rock construction entrances, diversion ditches,
and hay bales around catch basis, all of which will be considered incidental to the project cost unless a
I bid item is provided in the Proposal Form, Failure to maintain the erosion control will be sufficient cause
to withhold further payments on the project until the maintenance is complete.
I The erosion control measures for the project have been identified in the plan set, however, modifications
can be made depending on actual site conditions.
All manholes shall be protected from surface water drainage. All storm sewer systems shall be protected
I from sedimentation, along with downstream ponding areas. All catch basins shall be surrounded with
straw bales or covered with filter fabric immediately following construction.
I S.G.R 01590 DEWATERING
The Contractor shall provide excavation dewatering as necessary to allow for construction on stable
foundation, all at the expense of the Contractor. Dewatering operations may be controlled by permit from
I the DNR or other agencies. The Contractor is responsible for application for any necessary permits and
compliance with all conditions to permits. The work potentially involves the drawdown of the water table,
placement of temporary barriers or other satisfactory types of water control to allow construction and to
I protect the work. Groundwater elevations shown on borings are those encountered at the time borings
were completed. Since elevations are dependent upon hydrologic conditions, the Contractor is to perform
the necessary dewatering operations, irrespective of the actual water table surface water elevation, which
prevails at the time the work is accomplished. All pipes shall be constructed in a dry trench as specified
1 in Sections 2611.3-1\2. and 2621.3-1\2. and accomplished as specified in the applicable section.
S.G.R. 01603 MATERIALS TESTING
I Testing for fieldwork d(:>ne in this contract shall be completed to assure quality of materials and/or
workmanship. The Construction Observer will coordinate and order the tests to be performed.
I Copies of all test results,.either passing or failing, shall be provided to the Construction Observer,
ENGINEER, and OWNER. Failing test results shall be retested to confirm compliance with the project
specifications. All costs associated with retesting shall be at the CONTRACTOR'S expense.
I Test reports shall include the following:
Project name
I City project number
Engineer project number
Location/client
I Street name
Street location per plan stationing
Depth below finished grade and/or elevation
Results of test performed
I. Comparison of the test results to the project specifications. If failing, retest results to confirm
compliance with project specifications..
Certification bya Mn/DOT certified tester or registered professional engineer
I The following material tests shall be performed:
Suborade
I In-place density and moisture 1/500 LF
Roll Test
I Class 5 Aooreqate Base
Gradation and percent crushed 1/2000 TN
I In-place density and moisture 1/500 LF
I CITY OF SHAKOPEE GENERAL SPECIFICATIONS AND STANDARD DIV1
DETAIL PLATES FOR STREET & UTILITY CONSTRUCTION
I Roll Test
1 Select Granular Borrow
I Gradation 1/2000 TN
In-place density and moisture 1/500 LF
Concrete
I Slump 1/First 25 CY, plus 1/50 CY thereafter
Air entrainment 1/First 25 CY, plus 1/50 CY thereafter
I Cylinders 1/First 25 CY, plus 1/50 CY thereafter
Bituminous
I In-place density Project Dependent
Asphalt content 1/500 TN
I Gradation/Extraction 1/500 TN
Trench Backfill (Sanitary Sewer. Watermain. Storm Sewer)
I In-place density Upper 3 ft, 1 per 6" lift per 1000 LF
Below 3 ft, 1 per 12" lift per 1000 LF
I The rates of testing to be completed may be adjusted as determined by the City Engineer.
S.G.R.01710 TRAFFIC CONTROL
1 All traffic control devices shall conform to, and be installed in accordance to the "Minnesota Manual on
Uniform Traffic Control Devices" (MMUTCD) and Part VI, "Field Manual for Temporary Traffic Control
I Zone Layouts", the "Guide to Establishing Speed Limits in Highway Work Zones", the provisions of
Mn/DOT 1404 and 1710, the Minnesota Standard Signs Manuals Parts I, II, and III, the Traffic
Engineering Manual (Metric) Chapter 8 Appendixes 8-8.02 and 8-8.03, the Traffic Control LayoutslTypical
Traffic Control Layouts in the Plans, and these Special Provisions.
I The Contractor shall furnish, install, maintain, and remove all traffic control devices required to provide
safe movement of vehicular traffic through the Project area during the life of the Contract from the start of
I Contract operations to the final completion thereof. The Engineer will have the right to modify the
requirements for traffic control as deemed necessary due to existing field conditions. The highways shall
be kept open to traffic at all times, except as modified below and in Section (1806) Determination and
Extension of COQtract Time contained in these specifications.
.1 Traffic Control:
I Traffic control shall include furnishing, installing, maintaining, relocating, and removing traffic control
devices as required. Traffic control devices include, but are not limited to, barricades, warning signs,
trailers, flashers, cones, drums, pavement markings and flagmen as required and sufficient barricade
weights to maintain barricade stability, as required to meet the recommendations in the MN MUTCD, or
I as deemed necessary by the Engineer. The Engineer may require additional traffic control as conditions
warrant.
I' The Contractor shall be responsible for the immediate repair or replacement of all traffic control devices
that become damaged, moved or destroyed, of all lights that cease to function properly, and of all
barricade weights that are damaged, destroyed, or otherwise fail to stabilize the barricades. The
Contractor will further provide inspection of all traffic control devices at least once every 24 hours.
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I CITY OF SHAKOPEE GENERAL SPECIFICATIONS AND STANDARD DIV 1
DETAIL PLATES FOR STREET & UTILITY CONSTRUCTION
1 The Contractor shall furnish names, addresses, and phone numbers of at least three (3) individuals
responsible for the placement and maintenance of traffic control devices. These individuals shall be "on
I call" 24 hours per day, seven days per week during the times any traffic control devices, furnished and
installed by the Contractor, are in place. The required information shall be submitted to the Engineer at
the Pre-construction Conference.
I At least 24 hours prior to placement, all traffic control devices shall be available on the Project for
inspection by the Engineer. The Contractor shall modify his/her proposed traffic control layout and/or
devices as deemed necessary by the Engineer.
1 The Contractor shall notify the Engineer in writing at least 72 hours prior to the start of any construction
operation that will necessitate lane closure or internal traffic control signing.
I The Contractor shall inspect, on a daily basis, all traffic control devices, which the Contractor has
furnished and installed, and verify that the devices are placed in accordance with the MMUTCD. Any
discrepancy between the placement and the required placement shall be immediately corrected.
I All traffic control devices shall have retroreflective sheeting.
I Payment:
Payment shall be by the lump sum and shall be compensation in full for all costs offumishing, installing,
maintaining, relocating, and removing the individual traffic control devices (including signing, f1aggers,
1 jersey barriers, etc.). This item includes all of the traffic control necessary to complete the project.
Payment will be based on the percentage complete as determined by the Engineer.
I S.G.R. 01760 . PROTECTION OF THE PUBLIC
The Contractor shall provide any barricades, fences or other means of protection necessary to properly
I execute the work and adequately protect his employees, employees of the Owner, employees of the
Engineer, and members of the public according to federal, state, and local regulators. All utility trenches
shall be backfilled at the end of each working day to the satisfaction of the Engineer.
1 All labor and materials necessary to comply with these provisions are incidental, and no payment shall be
made.
I S.G.R. 01780 . PROTECTION OF ADJACENT PROPERTIES
I The Contractor shall take whatever steps necessary to protect adjoining properties and structures from
hazards in connection with his performance of t.he work. The Contractor is responsible for any and all
damages to properties and structures that occur as a result of his operations.
I All labor and materials necessary to comply with the provisions of this section are incidental, and no
payment shall be made.
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1 CITY OF SHAKOPEE GENERAL SPECIFICATIONS AND STANDARD DIV1
DETAIL PLATES FOR STREET & UTILITY CONSTRUCTION
I DIVISION 2
I SUPPLEMENTARY SPECIAL PROVISIONS
I S.S.P. 02000 G EN ERAL.............................................................................. ...............................................
S.S.P.02101 CLEARIN G AND GRUBB I NG .. ............. .;.... ..... .......... ....................:. .............. ......................
I S.S.P.02104 REMOVING PAVEMENT AND MISCELLANEOUS STRUCTURES ...................................
S.S.P.02105 EXCA VA TION AND EMBANKMENT ...... .............. ......................... .... .......... ....... ...... ...........
I S.S.P.02111 TEST ROLLING..................... ...................... ............. ........... ....... ...................... ..... ...............
S.S.P.02112 SUBGRADE PREP ARA TION.... .................... ........................ ..................... ...... ....................
I S.S.P.02123 STREET CLEANING/SWEEPING.. .... ....... ....... ...................... ....... ....... ..; ..... ....... ..... ..... ... ....
S.S.P.02211 AGG REGA TE BASE..... ........... ........:.......... ..... ...... ............ ............. ........ ....... ......................
S.S.P.02350 PLANT MIXED ASPHALT PAVEMENT ............. ........... ........... ................... ................... ......
I S.S.P. 02357 BITUMINOUS TACK COAT... ................. .............. ............................. ...................... ............
S.S.P.02451 STRUCTURE EXCA VA TIONS AND BACKFILLS.. .......................... ......... ...... .....................
I S.S.P.02504 W A TERMAIN. ....... ........... ........................ ....... .................. ......... ........................ ....................
S.S.P. 02506 MANHOLES, CATCH BASINS AND VALVE BOXES ..........................................................
I S.S.P.02521 WALKS............................................................................................................................... ..
S.S.P.02531 CONCRETE CURB AND, GUTTER..... ................................. .......................... ......................
S.S.P.02545 INST ALL 1 ;25-INCH (1.25") PVC CONDUIT ..........~;.............................. ...;:........................
I S.S.P, 02564 EPOXY PAVEMENT MARKINGS..... ....~........ ....,........................................ ........... ..............
S.S.P. 02571 PLANT INST ALLA TION ........................... ............................................................................
I S.S.P.02572 PROTECTION AND RESTORATION OF VEGETATION ....................................................
S.S.P.02573 TEMPORARY EROSION CONTROL................................... ........................ .......................
S.S.P.02575 TURF EST ABLISHM ENT ........................................................................ .............................
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I CITY OF SHAKOPEE GENERAL SPECIFICATIONS AND STANDARD DIV 2
DETAIL PLATES FOR STREET & UTILITY CONSTRUCTION
I DIVISION 2
I SUPPLEMENTARY SPECIAL PROVISIONS
I S.S.P. 02000 GENERAL
I This work shall be done in accordance with the Minnesota Department of Transportation (Mn/DOT)
"Standard Specifications for Highway Construction Division II", 2000 edition, the City of Shakopee Public
Utilities Commission Water Policy Manual, and the City Engineers Association of Minnesota
Specifica~ions, except as modified herein. .
I S.S.P.02101 CLEARING AND GRUBBING
I 02101.1 DESCRIPTION
Mn/DOT Specification Section 2101 shall apply to clearing and removing trees, stumps and
I brush, except as modified herein. This section covers the furnishing of all labor, materials, tools,
equipment and performances of all work and services necessary or incidental to clearing and
grubbing trees, stumps and brush as indicated on the drawings or as specified herein. The work
I shall include but is not limited to: Permits and fees for the disposal of materials and protecting
existing improvements from damage.
I 02101.2 Construction Requirements:
Disposal Limitations: All timber and debris shall, be removed from the project area to a
I disposal area to be selected, and provided for by the CONTRACTOR. No burying of
debris will be permitted. Burning, if allowed, must be in accordance with State and City
requirements.
I S.S.P.02104 REMOVING PAVEMENT AND MISCELLANEOUS STRUCTURES
02104.1 Construction Requirements:
I Removal Operations: The CONTRACTOR shall be responsible for removal, care of,
and replacement of all signs, mailboxes, posts, etc., that may be within the construction
limits as directed by the ENGINEER.
I The Contractor shall remove and dispose existing bituminous, curb and gutter, walks,
drives, steps and other specified items where shown on the plans or as directed by the
I Engineers. Pre-cut or score bituminous or concrete surfaces prior to excavation, to
produce a clean-cut breakagejoint.
Disposal of Materials and Debris: Materials and debris removed from the project site ,.
I shall be disposed of at a site selected by the CONTRACTOR. Such disposal areas shall
be approved landfills or property under the direct control of the CONTRACTOR, in
accordance with State and local rules and regulations. No burying of debris on the
I project site will be permitted.
Abandon Pipe: Pipe that is intended to be abandoned in-place shall be blown full of
sand and have each end bulkheaded.
I Abandon Manholes: Any manholes to be abandoned in-place shall have the castings
removed and shall be filled with sand and then covered up. Castings shall become the
I CONTRACTOR'S responsibility, including the disposal thereof.
I CITY OF SHAKOPEE GENERAL SPECIFICATIONS AND STANDARD DIV2
DETAIL PLATES FOR STREET & UTILITY CONSTRUCTION
I
I 02104.5 Basis of Payment:
Unless the proposal includes an item for sign, mailbox, post, etc. removal, care of, and
I replacement, the removal, care of, and. replacement of signs, mailboxes, posts, etc. shall be done
at the CONTRACTOR'S expense without any direct compensation being made therefore.
I Payment for removal shall be at the unit prices bid and shall be compensation in full for removal,
repair and/or replacement of damaged or lost items as required, hauling of material and debris to
a disposal area selected by the CONTRACTOR, complete compaction of trenches and
depressions, and cleanup of the area. No additional payment shall be made for pavement
I thickness, which vary from those indicated on the plans or in the specifications.
Payment for abandoned in-place pipe will be at the Contract unit price bid. Bulkheads shall be
I incidental to the sand-filled pipe that is to be abandoned in-place.
Payment for abandoned in-place manholes will be at the unit prices bid. Bulkheads and casting
I disposals shall be incidental to the sand-filled manhole that is to be abandoned in-place.
S.S.P. 02105 EXCAVATION AND EMBANKMENT
I 02105.1 Description:
Mn~DOT Specification Section 2105 shall apply to the excavation and embankment for the site
improvements except as modified herein. This work consists of the project grading in accordance
I with the plans and as directed by the ENGINEER. It also includes the salvaging and placement
of topsoil on all project areas where required.
I 02105.2 Materials:
Excavation Material: Excavations will not be classified for payment by different
classifications of material excavated. All excavations, except rock excavation, are
I defined as Common Excavation or subgrade excavation.
Borrow Material: Granular borrow shall be used for backfilling below finished subgrade
I elevations where removal of unsuitable materials is required and directed by the
ENGINEER.
Topsoil Borrow: Shall be tested prior to bringing on the project to ensure suitability. If
I in the ENGINEER'S opinion the topsoil is unacceptable, topsoil from another suitable
source shall be supplied. Minimum depth of topsoil is six inches (6") in all areas where
topsoil is required.
I 02105.3 Construction Requirements:
General: Prior to the commencement of th~ excavations, topsoil shaH be stripped and
I stockpiled for respreading upon the graded area.
Subgrade Excavation: Subgrade excavation shall be preformed, as directed by the
Engineer for the removal of any unstable soils which may be encountered. Such
I excavation shall be backfilled with suitable excess common excavation material or
granular borrow as directed by the Engineer. If the contractor proceeds without approval
from the Engineer, all work and material required to restore the roadbed to the proper
I grade shall be at the contractor's expense.
Disposition of Excavated Material: Mining of materials for removal from the project
I area and replacement with le~s desirable materials by the CONTRACTOR shall not be
permitted.
I CITY OF SHAKOPEE GENERAL SPECIFICATIONS AND STANDARD DIV2
DETAIL PLATES FOR STREET & UTILITY CONSTRUCTION.
I
I Compacting Embankments: Compaction of, all embankments shall be done by the
Specified Density Method.
Finishing Operations: Topsoil borrow shall be used only when specifically authorized
I by the ENGINEER. It is included in the work and bid on the proposal only as a
contingency to be used in areas where there may not be sufficient topsoil in place. This
work shall not be substituted for the work required of the CONTRACTOR to salvage and
I replace the existing topsoil.
02105.4 Basis of Payment:
I Common Excavation: Common excavation shan be paid for as a plan quantity (P).
This shall be compensation in full for stripping topsoil, preparing the excavation and
embankment areas, excavation, loading, hauling, placing and compacting fill, re-
I spreading topsoil and temporary stock piling of material as required. No additional
compensation will be allowed for balancing of excavated materials within the project
limits.
I Subgrade Excavation: Subgrade excavation will be paid for at the contract unit price
per cubic yard (excavated volume, EV). This shall be compensation in full for exc~vation
and disposal of unsuitable material, as well as the replacement and compaction of
I suitable material.
Rock Excavation: Rock excavation shall be paid at the contract unit price per cubic
yard. The contract unit price shall be compensation in full for all labor, materials, and
I equipment necessary to complete the work. All material generated by rock excavation
shall become property of the Contractor and disposed of off site. The removal and
disposal of this material shall be incidental to the unit price for rock excavation.
I Borrow Material: Borrow material shall be paid for furnishing and placement of the
material at the contract unit price per cubic yard (compacted volume). The contract unit
price shall be compensation in full for all labor, materials, and equipment necessary to
I complete the work.
S.S.P.02111 TEST ROLLING
I 02111.1 Description:
This work shall consist of test rolling the finished subgrade prior to placement of aggregate base
I and test rolling the aggregate base before placement of pavement. In the event of failure, the
CONTRACTOR shall repair the area{s) without compensation. Additional test rolls will be
required following the repair of the failed area{s). Approval of the test roll does not constitute
I acceptance of the street and does not relieve the CONTRACTOR of warranty issues. The rolling
pf the aggregate base is not required unless otherwise determined in the field by the Engineer.
02111.2 Equipment:
I A loaded dump truck delivering a 9-ton axle load may be used as test rolling equipment and shall
be supplied by the CONTRACTOR.
I ,
02111.3 Construction Requirements:
A representative of the OWNER, ENGINEER and CONTRACTOR shall be present during the
I operation.
The subgrade will be considered unstable if, under the operation of the test rolling equipment, the
I surface shows rutting (at the time the test rolling equipment passes over the grade) of more than
two inches (2") measured from, the top ofthe constructed grade to the bottom of the rut. The
subgrade will also be considered unstable if, under the operation of the test rolling equipment, the
I CITY OF SHAKOPEE GENERAL SPECIFICATIONS AND STANDARD DIV2
DETAIL PLATES FOR STREET & UTILITY CONSTRUCTION
I
I surface shows any deflection or yielding (at the time the test rolling equipment passes over the
grade). The aggregate base will be considered unstable if, under the operation of the test rolling
equipment, the surface shows rutting, deflection or yielding. In addition, the subgrade or
aggregate base material shall not roll under the weight of the vehicle.
I Once the subgrade has been test rolled and accepted by the Engineer, no traffic or construction
I equipment shall be permitted to operate directly on the subgrade without prior approval of the
Engineer.
02111:5 Basis of Payment:
I Test rolling of the subgrade (including all repairs to unstable sections and retesting) will be
considered to be incidental work and no direct compensation will be made therefore.
I Test rolling of the aggregate base (including all repairs to unstable sections and retesting) will be
considered to be incidental work and no direct compensation will be made therefore.
I S.S.P.02112 SUBGRADE PREPARATION
02112.1 Description:
I Mn/DOT specification section 2112 shall apply to the subgrade preparation, except as modified
herein. This work shall consist of shaping and compacting the subgrade prior to the placing of
aggregate base or surface course thereon. After the completion of the utility work and prior to the
'I . placement of the aggregate base, the CONTRACTOR shall shape and compact the subgrade
material to the elevations staked in the field. Any excess granular material should be used fir!?t in
areas where the subgrade is low, as. backfill behind the curb, or other areas as approved by the
I ENGINEER If there is still excess material after these operations are completed,. the material
shall become the property of the CONTRACTOR for proper disposaL
02112.3 Construction Requirements:
I The required density shall be 100 percent Standard Proctor Density in the upper three feet (3').
The density will be tested by an approved testing laboratory. A minimum of one test per five road
stations will be taken. The location of the test will be at the direction of the ENGINEER. The
I' OWNER shall bear the initial costof the testing. If, however, sections of the roadway fail and
retesting is required, the cost of this additional testing shall be at the CONTRACTOR'S expense.
I Upon completion of the subgrade preparation and test rolling, the resident project representative
will review the grades with the CONTRACTOR'S representative by the string line method. The
CONTRACTOR will furnish the string line and' do the string line grade check. The
I CONTRACTOR will certify that the subgrape is to proper grade prior to the placement of the
base.
02112.5 Basis of Payment:
I Payment for subgrade preparation shall be by the square yard, which shall be compensation in
full for all labor, materials and equipment necessary to complete the work as specified and shall
include disposal of excess material. The contractor will not be directly compensated for any time,
I material, equipment or labor required to coordinate soil testing activites.
S.S.P.02123 STREET CLEANING/SWEEPING
I Prior to the final lift of bituminous, all streets shall be swept and cleaned. Throughout
construction, constructed streets, as well as existing roadways adjacent to the project shall be
swept and cleaned as directed by the ENGINEER. Sweeping and cleaning shall be considered
I . incidental to the project.
I CITY OF SHAKOPEE GENERAL SPECIFICATIONS AND STANDARD
DETAIL PLATES FOR STREET & UTILITY CONSTRUCTION
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I S.S.P.02211 AGGREGATE BASE
02211.1 Description:
I Mn/DOT specification section 2211 shall apply to the construction of aggregate base, except as
modified herein. This work shall consist of the construction of aggregate bases for the project ~s
I indicated on the typical sections.
02211.2 Materials:
I Aggregate: Aggregate base shall be Mn/DOT Specification 3138 for Class S, 100%
crushed quarry rock. Crushed rock from the Platteville formation is not acceptable.
I Prior to placement of any aggregate base, the CONTRACTOR shall submit tests from an
approved independent testing laboratory certifying that the materials to be used meet
these specifications. All costs associated with testing and certification shall be borne by
the CONTRACTOR and considered incidental to the project with no additional
I compensation allowed therefore.
02211.3 Construction Requirements:
I General: The subgrade shall be inspected, checked, test rolled and approved by the
ENGINEER prior to placement of aggregate base.
I The CONTRACTOR shall install the aggregate base immediately, no more then 48
hours, after completion and approval of the subgrade. If placement of the aggregate
, base is done forty-eight (48) hours or more after the initial roll test a second roll test will
I be required and paid for by the CONTRACTOR. The CONTRACTOR shall be
responsible to maintain the aggregate base until completion of bituminous surfacing as
incidental to the work, with no direct payment therefore. Additional aggregate base
required due to erosion, washouts, trench settlements or other similar causes shall be
I replaced by the CONTRACTOR without additional compensation therefore.
If aggregate base material is being wasted or placed excessively thick, the ENGINEER
I reserves the right to deduct quantities that are in excess of plan thickness. Said
quantities shall be based on aggregate material weighing 10S pounds per square yard of
area per inch of thickness.
I Spreading and Compacting: Compaction shall be obtained by the Specified Density
Method to a minimum of 100% of the Standard Proctor Density. The density will be
tested by an approved testing laboratory. A m,inimum of one (1) test per five (5) road
stations will be taken. The location of the test will be at the direction of the ENGINEER.
I The OWNERshall bear the initial cost of the testing. If however, sections of the roadway
fail and retesting is 'required, the cost of this additional testing shall be at the
CONTRACTOR'S expense.
I Workmanship and Quality: Upon completion of the aggregate base installation and test
rolling, the resident project representative will review the grades with the
CONTRACTOR'S representative by the string line method. The CONTRACTOR will
I furnish the string line and do the string Iir:le grade check. The CONTRACTOR will certify
that the aggregate base is to proper grade prior to the placement of the bituminous base.
I The CONTRACTOR shall remove. replace and test roll any portion of the aggregate base
that becomes contaminated after placement.
I
I CITY OF SHAKOPEE GENERAL SPECIFICATIONS AND STANDARD D1V2
DETAIL PLATES FOR STREET & UTILITY CONSTRUCTION
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I 02211.4 Basis of Payment:
I Aggregate base Class 5 (100% crushed) shall be paid for at the contract unit price ton. No claim
may be made for aggregate not finished or placed. This shall be payment in full for all costs
incidental to construction including water added and compaction.
I S.S.P.02350 PLANT MIXED ASPHALT PAVEMENT
Mn/DOT 2350 is hereby deleted from the Standard Specifications and replaced with 2360/2350. PLANT
I MIXED ASPHALT PAVEMENT specifications.
I S.S.P.02357 BITUMINOUS TACK COAT
02357.2 Materials:
I Bituminous Material: Bituminous material for the tack coat shall be MC250-800 as per
Mn/DOT Specification 3151 .
I 02357.5 Basis of Payment:
The unit price bid for tack coat shall include sweeping and cleaning of all debris and dirt from the
previous bituminous courses prior to placement of tack coat.
I S.S.P. 02451 STRUCTURE EXCAVATIONS AND BACKFILLS
I 02451.2 Materials:
Granular Foundation and/or Bedding: Granular foundation material shall be one and one-half
I inch (1 %") clear aggregate. Granular bedding shall meet the requirements of MnlDOT
Specification 3149, Granular Borrow, except that 100 percent, by weight, shall pass the 1-inch
sieve.
I 02451.3 Construction Requirements:
Granular foundation material shall be placed when, in the opinion of the Engineer, the in-place
I soils below proposed pipe inverts are not suitable as a pipe foundation. The Contractor shall
excavate in-place materials as directed by the Engineer and place granular foundation material.
The granular foundation material shall be used below the pipe invert only. Granular bedding shall
I be used around the pipe as directed by the Engineer.
02451.5 Basis of Payment:
I Granular Foundation and/or Bedding: Payment shall be by the ton for the material in place
and includes excavation and disposal of unsuitable material. No payment will be allowed without
prior approval by the Engineer.
I
I
I
I CITY OF SHAKOPEEGENERAL SPECIFICATIONS AND STANDARD D1V2
DETAIL PLATES FOR STREET & UTILITY CONSTRUCTION
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I S.S.P. 02506 MANHOLES, CATCH BASINS AND VALVE BOXES
02506.1 Description:
I This work consists of the adjustment of manholes, catch basins and valve boxes to meet either
interim or final grades. Construction of manholes, catch basins and valve boxes shall be
accomplished in. accordance with applicable sections of the City Engineers Association of
I '. Minnesota, Standard Utility Specifications, Division II of these specifications, and Standard Detail
Plates.
02506.3 Construction Requirements:
I Adjusting Frame and Ring Castings or Valve Boxes: The procedure for adjusting
structures shall be in accordance with the standard procedures used to adjust structures
I within multiple lift bituminous pavement sections. Included in this work is the requirement
to set the rim elevations to the interim surface elevation of the bituminous base course
prior to suspension of operations for the winter. During the structure adjustment for the
bituminous base course, the CONTRACTOR shall place traffic cones or other traffic
I barricades on the structure being adjusted.
The procedure shall consist of installing metal plates on manhole structures, paving the
I first lift of pavement, removing the plate, setting the rings and casting or valve box to the
interim pavement grade. placement of new Class 5 (compacted) and bituminous
pavement, and in the following year, setting the rims to final grade prior to paving,the final
bituminous wear course.
I The CONTRACTOR has ten (10) calendar days to raise all structures upon completion of
the base course paving. Failure to do so shall result in a$100~00 per structure reduction
I for completion' of temporary ties. The CONTRACTOR shall remain responsible for the
adjustments. Repeated failure to complete this item before the winter season shall be
considered failure to perform and appropriate action will result.
I The CONTRACTOR has forty-eight (48) hours to install the wear course paving after
adjusting structures for the wear course paving, this time frame includes overlay projects.
During the interim period between adjusting structures for the wear course paving and
I installing the wear course paving, the CONTRACTOR shall place traffic cones or other
traffic barricades on the adjusted structures.
Structures shall be adjusted such that they conform to the following requirements:
I Manholes and catch basins shall have no more than six (6) nor less than two (2)
concrete adjusting rings and the maximum height of adjusting rings and the
I casting shall not exceed eighteen (18") inches. Concrete adjusting rings shall be
a standard,. two (2) ,inch thick, reinforced ring manufactured for this specific
purpose. The diameter or rectangular dimension shall conform to the type of
casting- on the structure... , ,. .'
I Frame and ring castings shall be set to the designated elevation in a full bed of
mortar. Mortar between the rings shall be no less than one-third (t;3) inch nor
I greater than one-half (Yz) inch. No less than one-half (Yz) inch thickness of mortar
shall be plastered around the outside of the rings to encase the rings of
structures (this do'es not apply to catch basins within curbs, which shall be
encased in concrete). No shims of any type shall be used to set the rings.
I Catch basin castings and adjusting rings shall be encased in a minimum of four
(4) inches of concrete when installed in curbing in accordance with the Standard
I Detail Plates. Rim elevations shall be set to correspond with the depressed curb
_, '.. as illustrated in the Standard Detail Plates.
I CITY OF SHAKOPEE GENERAL SPECIFICATIONS AND STANDARD
,. DETAIL PLATES FOR STREET & UTILITY CONSTRUCTION
I
I Valve boxes shall be set to have six inches (6") of adjustment up and down from
finished grade.
The final rim surface elevation of the manhole or valve box casting shall be one-
I half (Yz) inch (plus or minus 1/8 inch) below the adjacent pavement elevation and
at grade in turf.
I All storm sewer drainage structures shall havegeotextile filter fabric placed around the
concrete adjusting rings in addition to what is shown on the City detail plate. This shall
be considered incidental to the drainage structures.
I 02506.5 Basis of Payment:
The initial and final raising of castings' and gate valves shall be considered incidental, including
I and not limited to sawing, 'placement and compacting new Class 5, tack, placement and
compacting bituminous pavement.
S.S.P.02521 WALKS
I 02521.1 Description:
I Walks shall be constructed in accordance with MnlDOT 2521. Signing for "Walk Closed" signs,
during reconstruction or repair of sidewalks and bituminous paths, shall be considered incidental.
Placement shall be at the beginning and end of each block segment or as directed by the
ENGINEER.
I 02521.2 Materials:
I Concrete: The air content of the concrete shall not be less thanfour (4) nor more than
seven (7) percent. Concrete mix shall be 3A32 where forms are placed and 3A22 where
slip form machine placement is used.
I Bituminous Mixture: Shall meet requirements of Section 2360/2350, Plant-Mixed
Asphalt Pavement.
I Granular Materials: Base for concret~ walk shall meet the requirements of Mn/DOT
3149.2-B1, granular borrow, except that 100 percent of the material shall pass a one and
one-half inch (1 W) sieve. Existing on site materials may be used if approved by the
ENGINEER.
I Base for bituminous walk shall meet requirements of Section 2211, Aggregate Base. The
aggregate base course shall be Class 5 (100% crushed quarry rock).
I 02521.3.. Construction Requirements:
. . .. .
Placing and Finishing Concrete: Each concrete batch shall be tested for air content
I prior to placement. Any batch not meeting the air requirements will be rejected.
The testing will be done by an approved testing laboratory. The OWNER shall bear the
I initial cost of the testing. If, however, sections of the walk fail and retesting is required,
the cost of this additional testing shall be at the CONTRACTOR'S expense.
Slip form machine placement will be allowed and shall conform to Mn/DOT 2531.3F
I requirements.
An exposed aggregate finish is required on pedestrian curb ramps.
I Joint Construction: Expansion joints shall be placed a maximum of sixty feet (60')
apart. Spacing of contraction joints shall equal the width of the walk.
I CITY OF SHAKOPEE GENERAL SPECIFICATIONS AND STANDARD DIV 2
DETAIL PLATES FORSTREET & UTILITY CONSTRUCTION ,
I
I Membrane and Extreme Service Membrane., Curing Method: Membrane curing
method will be allowed with the minimum rate of application being one gallon per one
hundred and twenty-four square feet (124 sq. ft.) of exposed surface area.
I Bituminous: Construction shall' be in accordance with requirements of Section 2340,
Plant Mixed Bituminous Pavement Quality Assurance (Q/A). .
I 02521.5 Basis of Payment:
The unit price bid for bituminous walk shall include all labor, materials, and equipment and to
I include excavation, grading, placement of granular borrow as required, Class 5 aggregate base
course and bituminous per the typical section.
I The unit price bid for concrete walk shall include all excavation, grading, granular borrow,
concrete, pedestrian curb ramps with an exposed aggregate finish, materials, labor, and
equipment required to complete the construction.
I S.S.P. 02531 CONCRETE CURB AND GUTTER
02531.1 Description:
I MnlDOT specification section 2531 shall apply to the construction of concrete curb, medians,
and driveway pavement, except as modified herein. This work shall consist of constructing cast";
I in-place concrete curbs, curb and gutter, medians, driveway pavement, and other similar traffic
delineation or service items.
02531.2 Materials:
I Concrete: The air content of the concrete shall not be less than four (4) nor more than
seven (7) percent. Concrete mix shall be 3A32 where forms are placed and 3A22 where
I slip form machine placement is used. The ENGINEER shall take samples as he/she
deems necessary to determine the quality of the concrete. Concrete compressive
strength shall not be less than thirty-nine hundred (3,900) psi at twenty-eight (28) days.
I 02531.3 Construction Requirements:
Foundation Preparations: The CONTRACTOR shall shape and compact the aggregate
I base prior to starting concrete curb and gutter construction.
Joint Construction: Expansion and contraction joints shall be constructed according to
Mn/DOT Specification 2531.3. Expansion joints are required at least every fifty feet (50')
I and at ends of curved sections and ends of curved portions of entrance and street returns
for manual placement' and two hundred feet (200') for slip form placement. Contraction
joints shall be provided atten~foot (10') intervals in the curb and gutter.
I Placing and Finishing Concrete: Each concrete batch shall be tested for air content
prior to placement. Any batch not meeting the air requirements will be rejected. The
ENGINEER will take samples as deemed necessary to determine the quality of the
I concrete. The CONTRACTOR shall provide for suitable storage on site for concrete test
cylinders.
I The testing will be done by an approved testing laboratory. The OWNER shall bear the
initial cost of the testing and transporting of cylinders. If, however, sections of the curb
and gutter fail and retesting is required, the cost of this additional testing shall be at the
CONTRACTOR'S expense.
I Membrane and Extreme Service Membrane Curing .Method: Membrane curing
method will be allowed with the minimum rate of application being one gallon per one
I CITY OF SHAKOPEE GENERAL SPECIFICATIONS AND STANDARD DIV2
DETAIL PLATES FOR STREET & UTILITY CONSTRUCTION
I
I hundred twenty-four (124) square feet of exposed surface area.
Joint Sealing: Shall not be required.
I Backfill Construction: Backfilling of the curb and gutter shall be completed within
seven (7) days of placement of curb and prior to, bituminous surfacing of the roadway.
Extreme care must be exercised by the CONTRACTOR during this operation to prevent
I horizontal displacement of the curb and gutter. Backfilling shall be considered incidental
to the construction.
Workmanship and Finish: The complete concrete work shall give the appearance of
I uniformity in surface contour and texture, and shall be accurately constructed to line and
grade. Unacceptable work shall be removed and replaced with acceptable work as
ordered by the ENGINEER. Cracking at areas other then joints, may at the discretion of
I the ENGINEER, be saw cut and sealed with an approved sealant or removed and
replaced.
02531.4 Method of Measurement:
I By Linear Foot: The basis of payment for concrete curb and gutter will be at the
contract unit price per lineal foot of curb and gutter constructed inplace as measured
I along the gutter lines. No deductions will be made for catch basins. The contract unit
price per lineal foot shall include all necessary excavation, joints, expansion material,
protective coating and tamped backfill.
I 02531.5 Basis of Payment:
The contract unit price per lineal foot shall include all necessary excavation, joints,
I expansion material, protective coating and tamped backfill. Payment for curb and gutter
will not be considered until backfilling operations are complete.
I S.S.P.02545 INSTALL 1.25-INCH (1.25") PVC CONDUIT
02545.1 Description:
I This item consists of the installation of 1.25" PVC conduit for Shakopee Public Utilities
Commission (S.P.U.C.).
I 02545.3 Construction Requirements:
S.P.U.C. will provide the PVC conduit. CONTRACTOR shall bury PVC conduit at depths not to
I exceed three (3) to five (5) feet.
02545.5 Basis of Payment:
I The unit bid price per lineal foot for installing 1.25" PVC conduit shall be compensation in full for
all labor, excavation, compaction and restoration required to complete the installation.
I S.S.P. 02564 EPOXY PAVEMENT MARKINGS
2564.1 General
I The following MnlDOT Specifications apply to pavement markings:
Specifications for Epoxy Resin Pavement Markings (Free of Toxic Heavey metals),
I March 1, 1999
I CITY OF SHAKOPEE GENERAL SPECIFICATIONS AND STANDARD DIV2
DETAIL PLATES FOR STREET & UTILITY CONSTRUCTION
I
I Minnesota Department of Transportation Specification Drop-On Glass Beads, January
16, 1998
Unless noted otherwise, the provisions in this section are in addition to the referenced
I specification.
This section covers the furnishing of all labor, materials, tools, equipment and performance of all
work and services necessary or incidental to the application of pavement markings as indicated
I on the drawings or as specified herein.
2564.2 Method of Measurement and Payment
I Measurement and compensation for the following items shall be paid according to the referenced
specification or as modified below:
I Pavement markings of the specified width will be measured separately by length of each
type constructed complete in place as specified. Broken line will be measured by the
actual length of line marked and will not include the gap between the broken lines.
I Pavement messages will be measured separately by the number of each type
constructed.
Payment for pavement markings of each type and width will be made at the appropriate
I Contract bid price for the specified unit measure.
The furnishing and installing of specific items and/or the performance of work under certain
circumstances shall not be individually paid. The costs shall be included in the unit price bid for
I the associated pavement markings items. Such items of work include but are not limited to:
All costs of preparing the surface.
I Controlling and protecting traffic.
Maintaining the work, together with any other expenses incurred in the completing the
I work that are not specifically included for payment under Contract Items.
2564.3 Construction Requirements
I Application equipment shall consist of a machine of the spray type capable of applying the
material under pressure at a controlled temperature through nozzles equipped with remotely
controlled cutoff mechanisms and suitable line guides that will produce clean cut lines and
I prevent excessive material drift.
At the time of applying the marking material, the application area shall be free of contamination.
I The contractor shall clean the surface prior to the line application in a manner and to the extent
required by the Engineer. ' .
Pavement markings shall only be applied in a seasonable weather when the air temperature is 50
I degrees F or higher, and shall not be applied when the wind or other conditions cause a film of
dust to be deposited on the pavement surface after cleaning and before the marking material can
be applied.
I The filling of tanks, pouring of materials or cleaning of equipment shall not be performed on
unprotected pavement surfaces unless adequate provisions are made to prevent spillage of the
material.
I No striping operations will be permitted between sundown and sunrise without written permission
from the Engineer.
I All material shall be placed in a workmanlike manner, which shall result in a clearly defined line.
I CITY OF SHAKOPEE GENERAL SPECIFICATIONS AND STANDARD DIV2
DETAIL PLATES FOR STREET & UTILITY CONSTRUCTION
I
I All pavement striping shall be 4-inches wide, unless noted otherwise on the plans.
Application of the makings material shall be such as to provide uniform film thickness throughout
the coverage area. Stripe ends shall be clean cut and square, with a minimum of material
I beyond the cutoff.
All pavement markings not conforming to the requirements of the Contract shall be removed and
I replaced or otherwise repaired to the satisfaction of the Engineer. Removal of unacceptable work
shall be accomplished with suitable blasting or grinding equipment unless other means are
approved by the Engineer.
I S.S.P.02571 PLANT INSTALLATION
I 02571.1 \. Description:
Mn/DOT specification section 2571 shall apply to plant installation, except as modified herein.
This work shall consist of furnishing and installing shrubs and trees on the project as directed by
I the ENGINEER.
02571.3 Construction Requirements:
I Planting Soil Preparation: Topsoil, soil conditioners, humus and fertilizer shall be
included to assure good growth.
I Plant Establishment Period: Plant establishment shall be two years and match the
two-year guarantee period of the Contract.
02571.5 aasis ()fpayment:
I
The unit bid for each shall include any watering, topsoil, soil conditioners, humus and fertilizer
required to assure good growth.
I S.S.P.02572 PROTECTION AND RESTORATION OF VEGETATION
02572.3 Construction Requirements:
I Protecting and Preserving: No trees shall be removed without permission of the
ENGINEER. No compensation will be paid for cutting down, removing and disposing of
I shrubs. Any trees or shrubs deemed savable will be field located by the ENGINEER and
shall be fully protected by this CONTRACTOR during construction. Any trees or shrubs
removed or damaged by the CONTRACTOR, which were. deemed savable by the
I ENGINEER will be replaced at the CONTRACTOR'S expense.
The following procedures shall be adhered to when constructing utilities near trees:
I Cut roots cleanly.
Paint cut root ends with asphalt base paint.
I Backfill trench as soon as possible; do not leave the roots exposed to air.
No equipment or construction materials shall be stored beneath a tree's drip line.
I Clean up around trees immediately after construction.
Pruning: All pruning of treEls has to be approved by the ENGINEER. All trees damaged
I. during construction shall be pruned and repaired. All wounds on trees shall be treated
with an asphalt varnish containing an antiseptic. If an antiseptic asphalt varnish is not
I CITY OF SHAKOPEE GENERAL SPECIFICATIONS AND STANDARD DIV2
DETAIL PLATES FOR STREET & UTILITY CONSTRUCTION
I
I available, a plain asphalt varnish can be used if the wound is swabbed with alcohol or
coated with shellac. Wounds shall be painted as soon as possible after the area is dry.
02572.5 Basis of Payment:
I All work und,er protection and restoration of vegetation shall be considered incidental to the
contract with no additional compensation allowed therefore.
I S;S.P.02573 TEMPORARY EROSION CONTROL
02573.1 Description:
I Mn/DOT specification section 2573 shall apply to the construction of temporary erosion control
except as modified herein. Erosion control shall be placed and maintained by the Contractor and
I as directed by the Engineer. The Contractor shall use the appropriate means of control for
individual situations. The erosion control types could include silt filter fence, fiber blanket, rock
construction entrances, diversion ditches, and sediment filters around catch basins. Silt fence
shall be paid for at the contract unit price per foot of fence provided, installed and maintained as
I specified. All other forms of erosion control will be considered incidental to the project cost.
Failure to maintain the erosion control will be sufficient cause to withhold further payments on the
project until the maintenance is complete. At the end of the maintenance period, the Contractor
I shall be responsible for removing the temporary erosion control measures before final payment is
made.
All manholes shall be protected from surface water drainage. All storm sewer systems shall be
I protected from sedimentation, along with downstream ponding area. All catch basins shall be
surrounded with sediment filters immediately following construction. Payment will be made for,
sediment filters per each for each structure that has been correctly protected.
,I The Contractor shall control drainage and erosion on the project including: haul roads, temporary
construction, waste disposal sites, plant and storage locations, and borrow pits, other than
commercially operated sources. The contractor shall clean up the area, shape the area to allow
I storm runoff with a minimum of erosion and/or siltation, replace topsoil, and establish vegetative
cover to the satisfaction of the City Engineer on areas where the potential for pollution has been
increased due the Contractor's operations.
I Unless precluded by snow cover, all exposed soil areas with continuous positive slope within 100
feet of surface waters, or from a curb, gutter, storm sewer inlet, temporary or permanent drainage
ditch, or other storm water conveyance system, shall have temporary protection or permanent
I cover for the exposed soil areas within the following time frames (For the purpose of this
provision, exposed soil areas do not include stockpiles or surcharge areas of sand, gravel
aggregate. concrete. or bituminous.):
I TEMPORARY EROSION CONTROL
Temporary Protection or Permanent Cover
I Type of Slope Where the Area Has Not Been, or Will Be,
Worked by the Contractor for:
Steeper than 1 Vertical: 3 Horizontal , 7 Davs
Between 1:3 and 1:10 14 Davs
I Flatter than 1: 1 0 21 Davs
When the City Engineer determines that the erosion control practices installed by the Contractor
I have failed, the Contractor shall correct the cause and alleviate all sediment deposition outside
the construction limits, to the fullest extent possible. Unless the project has received approval or
certification for depositing fill into surface waters. the Contractor shall remove all deltas and
I sediment deposited in drainage ways or catch basins and restabilize the areas where sediment
removal results in exposed soil. The removal and stabilization shall take place within 7 calendar
days of discovery unless precluded by legal, regulatory, or physical access. The Contractor is
I CITY OF SHAKOPEE GENERAL SPECIFICATIONS AND STANDARD DlV2
DETAIL PLATES FOR STREET & UTILITY CONSTRUCTION
I
I responsible for contacting all local, regional, State and Federal authorities before working in
surface waters and obtaining applicable permits.
02573.3 Construction Requirements:
I A goal of the project during construction is to get the cleanest water possible into the storm
drainage systems as quickly as possible. Every effort shall be required by the Contractor to
I achieve this goal.
The Contractor shall install erosion control devices where control is required and/or where
directed by the Engineer. The erosion control measures as shown on the plans shall be
I considered the minimum requirements with additional measures required dependent on the
construction sequencing and scheduling. .
I Where applicable, the Contractor will be required to co-sign for a "General Storm Water Permit"
for construction activity with the Minnesota Pollution Control Agency (MPCA). The Contractor
will be required to comply with all of the terms and conditions of the Permit, which also includes
performing the required inspections of the erosion control devices and maintaining an Inspector's
I Log for the MPCA Storm Water Permit. Sediment filters shall be used around catch basins
and/or other surface water accesses to any existing or proposed storm water conveyance
system.
I The Contractor shall take all steps necessary to prevent excess soil erosion of the project.
Temporary erosion control devices shall be constructed, maintained and left in place to such time
as permanent erosion control measures are in place or instructed to remove them by the
I Engineer. Exit areas or roads shall be kept clean of excess soil by routine sweeping.
The Contractor shall construct temporary sediment traps with granular outlets within the disturbed
I roadway area and shall stockpile a sufficient quantity of suitable fill material to regrade
sedimentation ponds and temporary ditches to matchthe subgrade elevation.
Mn/DOT is requesting that machine sliced silt fence be used as the standard method of
I installation. The heavy duty type silt fence shall be used only in atypical situations where the
machine sliced cannot be used. The reason the silt fence, Type Heavy Duty, is included in the
bid proposal is to make allowance for possible wet areas where the machine may not be able to
I operate efficiently.
Purpose:
I The purpose of this special provision is to provide criteria for the proper installation of machine
sliced silt fence. The silt fence must be installed properly with proper equipment or function of the
silt fence will be compromised.
I Background:
.. Mn/DOT has recently approved the use of silt fence installed by machine that slices the ground
I and inserts the geotextile into undisturbed soil. The sliced in method is often desirable in that no
wire mesh is used and silt fence is uniformly and firmly embedded into the ground.
Guidelines:
I To insure proper function, the machine sliced silt fence shall be installed in accordance with the
attached detail drawings. These detail drawings were extracted from Standard Plan Sheet 5-
I 297.405. The bottom of the geotextile shall be installed with an approximate 6-inch cuff and into
the soil a minimum of 8 inches. In a ditch check installation, a 5/8-inch minimum diameter rope
shall be inserted into the 6-inch cuff.
I
I CITY OF SHAKOPEE GENERAL SPECIFICATIONS AND STANDARD DIV 2
DETAIL PLATES FOR STREET, & UTILITY CONSTRUCTION
I,
I Approved Equipment:
The equipment approved t6 install the sliced in silt fence shall have a single vertical shank
I approximately 1 inch thick by 18 inches min. length that when inserted into the ground makes a
thin slice 8-12" deep. The lower part of the shank shall have an approximate 2" diameter chisel
type horizontal point that shears through the soil with minimal soil displacement. Mounted directly
I behind the vertical shank is a ground driven vertical wheel that cuffs the geotextile and inserts it
into the soil slit caused by the vertical shank.
As the machine is pulled along the vertical shank makes an approximate 1-inch wide vertical slit 8
I to 12. inches deep. The bottom edge of the geotextile is folded with an approximated 6-inch cuff '
and inserted into the soil slit all in one operation. In ditch check installations a 5/8" minimum
diameter rope shall be inserted into the cuff.
I The approved installation machine shall be a Devon Distributing Corporation Tommy silt fence
machine or approved equal. Machines that turn the soil over, do not properly cuff the bottom edge
of the geotextile or will not insert the required rope on ditch check installations will not be
I approved.
Compaction:
I Immediately after the geotextile has been sliced into the soil, the ground shall be compacted by
driving the wheels of a tractor or skid loader next to and parallel with the fence on both sides of
the fabric. The geotextile shall then be fastened to the support posts. The upstream side shall be
I compacted first, then each side twice for a total of four passes. In saturated areas covered by
surface water, the soil shall be compacted by foot tamping or other approved methods.
Inspection:
I Project personnel must verify that the silt fence is installed in accordance with the silt fence
details (attached and Standard Plan Sheet 5-297.405). Project personnel must also verify that
I approved equipment is used to slice the silt fence into the soil and that the soil adjacent to the
fence is compacted. Because the bottom edge of the silt fence is held in place by only the friction
between the geotextiles and the soil, it is extremely important that all installation details are
adhered to.
I Payment:
I Payment for sliced in silt fence will be compensation for all labor materials, equipment and other
incidentals necessary to complete the work as specified. Compaction of soil along the fence shall
be considered incidental to the silt fence installation. Rope insertion on silt fence ditch check
installations shall be considered incidental to the ditch check installation.
I 02573.5 Basis of Payment:
I Payment for Silt Fence, Type Machine Sliced, and for Silt Fence, Type Heavy Duty, shall be by
the linear foot of correctly installed and accepted silt fence oreach type actually placed on the
project site.
I S.S.P. 02575 TURF ESTABLISHMENT
02575.1 Description:
I Mn/DOT specification section 2575 shall apply to turf establishment except as modified herein.
All disturbed areas within the project shall be either seeded or sodded to an equal or better
condition as directed by the ENGINEER. All exposed areas of the site will receive seed and
I mulch, sod or erosion control blanket within seven (7) days after final grade. Restoration may
include areas outside of the project are? as determined by the ENGINEER. If bituminous base is
1- CITY OF SHAKOPEE GENERAL SPECIFICATIONS AND STANDARD DIV2
DETAIL PLATES F9R STREET & UTIUTYCONSTRUCTION
I
I placed, sod shall be installed within one week of bituminous placement.
Sod shall be placed in the boulevard area between the curb and walk or trail. A minimum of three
feet (3') of sod shall be placed along curb. Also, a minimum of three 18 inches (18") of sod shall
I be placed along both sides of.a walk or trail.
02575.2 Materials:
I Sod: The sod type shall be Mirieral or Highland. No Peat sod allowed.
Fertilizer: The fertilizer shall be zero (0) phosphorus commercial grade.
I 02575.3 Construction Requirements:
I General: The CONTRACTOR should inspect the project prior to construction activity
and notify the ENGINEER of any deficiencies in the topsoil. The CONTRACTOR shall
salvage topsoil to the greatest extent practical. The salvaged topsoil shall be utilized in
areas disturbed by construction. A minimum of six inches (6") of topsoil will be placed in
I all locations designated by the ENGINEER. Additional topsoil, as necessarY, may be
required in the boulevard areas to ensure adequate slope toward the roadway as shown
on the typical street section or as directed by the ENGINEER. Topsoil shall meet the
I requirements for topsoil borrow according to Mn/DOT Specification Section 02105,
Topsoil Borrow shall be paid at the unit price bid if any additional topsoil is required.
. No sod will be installed later then September 30th unless directed by the ENGINEER.
I Applying Fertilizer: Fertilizer shall be applied. at a rate approved by the ENGINEER .
overall seeded areas.
I . Seeding: ' Seed shall be Mn/DOT Highway Standard for the times of year the seeding
occurs. Seed can be installed in the dormant state in accordance with Mn/DOT
requirements; Seeding shall be done within seven (7) days after finish grading has been
I completed.
Applying Mulch: Mulch shall be applied on all seeded areas at the rate of 2 tons per
I acre.
Disk Anchoring: The CONTRACTOR shall disk anchor mulch Types 1, 7, and 8. The
anchoring equipment shall be operated in a general direction at right angles to the
I direction of surface drainage wherever practical.
Sod: Sod shall be Type Mineral or Highland meeting the requirements of Mn/DOT
I' Specification Section 3878. It is understood that sodding of areas behind the curb could
occur prior to the completion of work by private utility companies. The CONTRACTOR
shall place sod within two (2) weeks following the completion of curb construction. , In
areas where there will be sidewalk construction, two strips of sod shall be placed behind
I the curb within two (2) weeks following the completion of curb construction. The
remainder of the sod shall be placed within two (2) weeks following sidewalk construction
and the completion of private utility work. No additional compensation will be allowed for
I the additional mobilization required to complete the work as specified. All sod shall be
placed and maintained according to these specifications. If additional sod is required to
repair damage caused by the private utility companies, it shall be paid for at the unit price
in the Proposal with no allowances made for additional mobilization costs.
il During the course of laying or immediately after completing the sod placement on each
area, the sod shall be watered and compressed into the underlying soil by rolling in
:1 accordance with Mn/DOT 2575. If, after rolling, the surface of the sod is not free of
bumps or depressions, the CONTRACTOR shall make suitable corrections to the topsoil
and/or subgrade, replace the sod and roll the sod at no additional cost to the OWNER.
I CITY OF SHAKOPEE GENERAL SPECIFICATIONS AND STANDARD DIV2
DETAIL PLATES FOR STREET & UTILITY CONSTRUCTION
I
I No sod will be installed later then September 30th unless directed by the ENGINEER.
Maintenance: The CONTRACTOR shall be solely responsible for replacement and/or
I repair of any seeded area that may wash out, erode, or fail to grow prior to acceptance
with no additional compensation therefore. The CONTRACTOR shall be responsible for
maintaining sod for a period offorty-five (45) days. The CONTRACTOR is responsible
I for successful establishment of the seed and shall replace all. unsuccessful seeding until
adequate turf is established.
02575.5 Basis of Payment:
I Seeding: Seeding shall be paid for at the bid unit price per acre. This shall include seed
mixture, furnishing and installing mulch, fertilizer, disc anchoring, grading, shaping and all
I miscellaneous work.
Sodding: Payment shall be by the square yard placed and rolled at the unit price in the
Proposal and shall include fertilizer, maintenance, and watering. No additional payments
I will be made for multiple mobilizations.
I
1
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I
I
1
I
I
I
1 CITY OF SHAKOPEE GENERAL SPECIFICATIONS AND STANDARD DIV2
DETAIL PLATES FOR STREET & UTILITY CONSTRUCTION
I
I
I
I
I
I
I STANDARD DETAIL PLATES
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I R/W 60' R/W
Ck
I I .
VARIES 33' - 37' BACK TO BACK 3 VARIES
SHAKOPEE STANDARDCY
I SURMOUNTABLE C .& G
r- 2.07- 2.07- 3.0%
-- - --
:<1" ;!;>:
I 6" TOPSOIL, SEED,
AND MULCH OR SOD CD
(TYPICAL)
I 1.5" MVWE45035B BITUMINOUS WEARING COURSE (2350)
BITUMINOUS TACK COAT (2357)
2.5" MVNW35035B BITUMINOUS BASE COURSE (2350)
I 8" AGGREGATE BASE, CL 5 (2211), 1007- CRUSHED LIMESTONE
SELECT GRANULAR BORROW (3149)@
SCARIFY AND COMPACT SUBGRADE (2112)
I
I CD NOT LESS THEN 2 ROLLS OF SOD TO BE PLACED BEHIND CURB.
@ THE USE AND THICKNESS OF GEOTEXTILE FABRIC AND SELECT
GRANULAR BORROW IS BASED ON EXISTING SOIL CONDITIONS
I AS DETERMINED BY THE CITY ENGINEER.
Q) STREET WIDTH TO BE DETERMINED BY THE CITY
ENGINEER.
@ 4" PERFORATED PIPE. INSTALL WHERE CLAY SOILS
I ARE ENCOUNTERED IN THE ROADWAY SUBGRADE
AS DIRECTED BY THE ENGINEER.
@ B61 a CONCRETE CURB AND GUTTER 15 REQUIRED
I AT. ALL CURB RADII AND CATCH BASINS.
I NOTE:
I THE PAVEMENT SECTION SHOWN IS A MINIMUM.
THE SECTION MAY BE INCREASED BY THE CITY ENGINEER BASED ON A SOILS REPORT.
I
I ~ APPROVED: DETAil NO:
TYPICAL STREET SECTION REVISION DATE: FEBRUARY 2004
SlHAKOlPlElE RESIDENTIAL 1001
I COMMUNnY I'IaIlIlSiNCl! l857 SHAKOPEE ENGINEERING DEPARTMENT
I
I
I
I R/W 80' R/W
lk
I
I l' 8' TRAil VARIES VARIES (j) VARIES 5' WALK
. DESIGN B618 CONCRETE
CURB & GUTTER
I 2.0%
- 2.0% 2.0% _2.0%
- -
I
I 2 " MVWE45035B BITUMINOUS WEARING COURSE (2350)
6" TOPSOil, SEED, <D BITUMINOUS TACK COAT (2357)
AND MULCH OR SOD
(TYPICAL) 3" MVNW35035B BITUMINOUS BASE COURSE (2350)
I 10" AGGREGATE BASE. Cl 5 (2211), 100% CRUSHED LIMESTONE
SELECT GRANULAR BORROW (3149)<V
SCARIFY. AND COMPACT SUBGRADE (2112)
I
I 2.5" MVWE45035B BITUMINOUS WEARING COURSE (2350)
6" AGGREGATE BASE. Cl 5 (2211), 100% CRUSHED LIMESTONE
I <D SOD TO BE PLACED BETWEEN CURB AND SIDEWALK/TRAIL.
ONE ROll OF SOD SHALL ALSO BE PLACED ON THE NON-BOULEVARD
SIDE OF THE SIDEWALK/TRAil AS DIRECTED BY THE ENGINEER.
(?) THE USE AND THICKNESS OF GEOTEXTllE FABRIC AND SELECT
I GRANULAR BORROW IS BASED ON EXISTING SOil CONDITIONS
AS DETERMINED BY THE CITY ENGINEER.
(J) STREET WIDTH TO BE DETERMINED BY THE CITY
ENGINEER.
I @) 4" PERFORATED PIPL INSTALL WHERE CLAY SOilS
ARE ENCOUNTERED IN THE ROADWAYSUBGRADE
AS DIRECTED BY THE ENGINEER.
I @ B618 CONCRETE CURB AND GUTTER IS REQUIRED
AT All CURB RADII.
I NOTE:
THE PAVEMENT SECTION SHOWN IS A MINIMUM.
I THE SECTION MAY BE INCREASED BY THE CITY ENGINEER BASED ON A SOILS REPORT.
I ~ APPROVED: DETAIL NO:
.. TYPICAL STREET SECTION REVISION DATE: FEBRUARY 2004
SJHAKOJPlEJE COMMERCIAL 1002
I CXlMMUNlIY PRIIlIlSN:e 1BS1 SHAKOPEE ENGINEERING DEPARTMENT
I
I 0.5" R
3" R 1 ,',.d:' ': TI
I 0.5" R 3/4" per ft. 3~,'~:::::, ~'.>:'~~,~ 6"
--- ,;,.: ;': !
T ,'" <. ,~. , ,._:;,->....:.~~ -L 135"
I 7" .'...:,.~~,:,;.:.. ~.;:..:!'..::>,:~,.,'.
L :,,::.::: ""~""<'~~':'~;'>~ /i';;~.:.': ,~.:\',
. ", . '. '" .... I..a...... .'
I L-. . 'I ? 2.... - '~ 10S'. '::1
~20" ,,"
I ' . '-, ~':.. -; '~' '-'~ '7'~ ;,..
, '.. .';' ''',,'' -,.. ..,..,,'........' ~
-'~r~'. <<' 1 1
8 61 2 ' ," " ',.' ,.,' 4' ,A '0 75" 1 5"
I ,': '~' ',',8" , "',' .
,.' " . i' : '. ' , ~' , " "
. q .' ;! . 4 .
0.5" R ,.' ,6.', ~'J. "
I 3" R 1 <t.:','" TI
'" '..'.. $
n " 3 .'. <t. .
0,5 R . ..3/4 . per ~ft. ,Vi><:,' 6"
I T ',' . , ,,' "'4':""" .'.. ~"- --."-' "... ~ 13 5"
. ,& ..<<..... . ~ ,'..'. "4 " .~. I" " .... .... -: .
r ,~:' '::..~',~':,'L<',~:: ..,~> ,:~: .>~/r:;', :'~~:~:';'~ '~; ~' DETAIL OF TOP OF.' C. URB AT
I. L "." : : ~::--,:' :', ~'~..::: ,~:'~>::,: :~~>>:' ,~,.~, ~. DRIVEWAY OPENNINGS.
.' . 4-
IS" ~ I-s"-:j
I 26"
I 8-618
I 0.75" R
0.75". ' 11
0.5" R 1" per ft. ",:...:.;t".>.' 4"
I T" , . ~.+' '~.: ;.:~~ . i
7" :i'::':.,?<'f '1'./', ,',.r.. ;'.. ~' ,..
I!." ' ,'.' ,.,' ," ".
I LL12....._.. ~i.~..l.~...:.1 '
r-:----:-=-- 24" :
I SHAKOPEE
STANDARD SURMOUNTABLE
I ~ APPROVED: DETAIL NO'
............... ....... CONCRETE CU R BAN 0 .
SHAKOJP1EE GUTTER FOR STREETS REVISION DATE: FEBRUARY 2004
I _.....""".. SHAKOPEE ENGINEERING DEPARTMENT 1 003
I
I
I
I
2" X 2" WOOD POST
I 4' MIN. LENGTH
AT 4' MAX. SPACING
I
I
I GEOTEXTILE FABRIC
30" MIN.
I DIRECTION OF FABRIC ANCHORAGE TRENCH.
RUNOFF FLOW BACKFILL WITH TAMPED
I - NATURAL SOIL
I
1.5' MIN. 6"
I POST EMBEDMENT MIN.
_I
I
I
I
I
I
I ~ APPROVED: DETAIL NO:
SILT FENCE REVISION DATE:
SJHrAKOJP1ElE FEBRUARY 2004
2001
I ll:lMMlJNm'l'RIDI!SiNC21851 SHAKOPEE ENGINEERING DEPARTMENT
I
I
I
I
I STEEL T STUDDED POST
5' MIN. LENGTH
OVERLAP GEOTEXTILE AT 8' MAX. SPACING
I FABRIC 6" AND FASTEN
AT 2' INTERVALS
I WIRE MESH REINFORCEMENT
I GEOTEXTILE FABRIC
30" MIN.
I WIRE MESH
DIRECTION OF FABRIC ANCHORAGE TRENCH.
RUNOFF FLOW BACKFILL WITH TAMPED
I NATURAL SOIL
6" MIN. ~v/)~y>; y'~
I --L ~p"
<-V/
2' MIN. 6" ,
I POST EMBEDMENT MIN.
EXTEND WIRE MESH
I INTO TRENCH
I
I
I
I
I ~ APPROVED: DETAIL NO:
HEAVY DUTY SILT FENCE REVISION DATE:
SHAKOP1EJE FEBRUARY 2004
I 2002
OJMMIJNnYl'RIDl!SINCE IllS' SHAKO PEE ENGINEERING DEPARTMENT
I,
BALES PLACED ON EDGE
I BUTTED TIGHT
PI ~ DITCH PI
TWINE OR WIRE I
I
I
I NOTE: POINT A MUST BE HIGHER, THAN POINT B
BALE DITCH CHECK
I
I
I
I
I
. .
I BALE CHECK
TO PROTECT STORM SEWER INLETS
I
I 3"
I
FLOW
..
I '" '<<<;(~-<~. /<</--<<<<f-' ~'<~~~
/,.~7/,Y//
I OPTION 1 OPTION 2
NOTE:
I CD TWO 2"x 2" WOOD STAKES OR STEEL REINFORCING BARS IN EACH BALE AND
EMBEDDED IN THE GROUND 1 a" MINIMUN.
I ~ APPROVED: DETAIL NO:
BALE CHECKS REVISION DATE: FEBRUARY 2004
SHAKOPJEJE SHAKOPEE ENGINEERING DEPARTMENT 2003
I COMMuNnYPRiDESINa! 11151
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I /
I '0tr~\)
I /
I /
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I
I DETAIL NO:
APPROVED:
I ~ ROCK CONSTRUCTION REVISION DATE: FEBRUARY 2004 2004
SJHA1KOPIEJE ENTRANCE SHAKOPEE ENGINEERING DEPARTMENT
I COMMIJNIIYl'RIDIlSIM:E l851
I
I
I
I
I
I --i LEVEL (MIN.)
I '/ / 4" OVERLAP
-j/.'....../ ........ ANCHOR SLOT ALTERNATIVE
'/ / /.....
I
~
I
I
I l' SPACING ON STAPLES
I L FOLD UNDER 6"
I
I
I
I
I
I ~ EROSION CONTROL APPROVED: DETAIL NO:
SJHAKOPJEJE BLANKET REVISION DATE: FEBRUARY 2004
I COMMUNnYPlUDESN:Il1851 SHAKOPEE ENGINEERING DEPARTMENT 2005
I
I
NEENAH R-1642 (OR EQUAL)
I LETTERING TO READ SANITARY SEWER . ~///////////////////L
WITH CONCEALED PICKHOLES
, ,
I I ,
0)
RUBBER GASKET.
I 27"
0 FLEXIBLE WATERTIGHT
SEAL TO BE APPROVED
I BY ENGINEER.
0 SHAPE, DEPTH AND SLOPE
I OF INVERT TO BE APPROVED
BY ENGINEER.
I 0 STEEL REINFORCED PLASTIC
, '
STEPS SHALL BE A
POLYPROPYLENE PLASTIC ' ' ~
I REINFORCED WITH A
NO. 2 DEFORMED STEEL VARIABLE
"
ROD GRADE 60. .'
I 48"
MN/DOT TYPE "B" ECCENTRIC ' '
0 ' .
. '
PRECAST CONCRETE CONE " ,
I ' ,
SECTION TYPICAL FOR .
.'
ALL MANHOLES.
I 0 CONCRETE ADJUSTING RINGS
MINIMUM 2 RINGS (4 INCHES)
I MAXIMUM 18" INCLUDING
CASTING.
._M_...M......_......
I .: ; ~ ~~~~;;'f;~~i~;:~;~:t;~~"Z'i~;\:.?~\~:~i;;:;';::~\;".;,:~;;': i.: ~;;: :-._,._'---
.
, '
6" MIN. INTEGRAL . . :.- .'.~ ",:' " '{l ..
"
I PRECAST CONCRETE BASE
REFER TO PLANS
I FOR PIPE REQUIRED
I
I ~ APPROVED: DETAIL NO:
STANDARD SANITARY REVISION DATE: FEBRUARY 2004
SHAKOPJEJE MANHOLE 3001
I (X)MMUNlrYl'RIDIlSlNc:l! lIll7 SHAKOPEE ENGINEERING DEPARTMENT
I
I
I
APPROPRIATE MATERIAL ADAPTER
I WITH CONCRETE COLLAR 18" WIDE
AND 8" THICK 3"x3"- 10/.10 MESH
I 20' MIN.
I
I
I
I D.I.P. TEE
I UNDISTURBED SOIL .::
"
. ;~: TYPICAL
PRECAST CONCRETE .', ..~.. MANHOLE
,:..
,;;
I
POURED CONCRETE
I OR APPROVED
PRECAST OUTSIDE
I DROP MANHOLE SECTIONS
LONG RADIUS 90. BEND 6"
DIA. SAME AS INCOMING -
I .'
SEWER PIPE
I ol!. ;'4'. C ...t. ," . ';.1 " 'I; . . 4: .
,- . ., .,.... '.,
. ~ .,If ",. ' , 4'
I
I
I 11111!:11 APPROVED: DETAIL NO:
OUTSIDE DROP REVISION DATE: FEBRUARY 2004
SJHAKOlPJEJE SANITARY MANHOLE 3002
I COtdMUNl1'YPllIDBSINC1! 1S51 SHAKOPEE ENGINEERING DEPARTMENT
I
I
I oeD
d ii
I'
I tl
H
I 45. BEND
I
I r EASEMENT LINE ~j
I 1 j-1' EXISTING OR PROPOSED GRADE
I
I 9' MINIMUM FROM PROPOSED
I GRADE TO INVERT.
I 2" x 2" MINIMUM SIZE WOOD POST INSTALLED
VERTICALLY AT END OF SERVICE.
I SDR 26 WYE
I FLOW 4" OR 6" PVC PIPE SDR 26
-
I 1/4" PER FOOT SLOPE
WATERTIGHT UNLESS SPECIFIED OTHERWISE
I PLUG OR CAP
SANITARY SEWER MAIN
I
I IIIII!;.t APPROVED: DETAIL NO:
SJHAKOJPEJE SANITARY SEWER SERVICE REVISION DATE: FEBRUARY 2004
I 3003
QlMMUNI1'YPIlIDI!Sil'Q Ull7 SHAKOPEE ENGINEERING DEPARTMENT
I
I
I
I EXISTING OR PROPOSED GRADE ~
I
~
::>
I ~ >-
- a:::
~::>
::2cn
I O'l
MINIMUM SLOPE
1/4" PER FOOT
I w
~
0
:2
I ~
0
I.()
..-:-
I MAX.
I 6" PVC PIPE SDR 26
I
I CONCRETE ENCASEMENT (6" ALL AROUND
MAINLINE & SERVICE PIPE AT JOINT)
I
I
I
I
I ~' APPROVED: DETAIL NO:
SANITARY SEWER RISER REVISION DATE:
SHAKOflEE FEBRUARY 2004
3004
I CXlMMt1Nm'1'ImlIlSlNCl1Sl57 SHAKOPEE ENGINEERING DEPARTMENT
I
6" OR 1/4 Be WHICHEVER GRANULAR ENCASEMENT OR
I IS LARGER (12" MAXIMUM) SUITABLE MATERIAL
,12" (MIN.)
I '/.-
/.
SPRING LINE
I
4" OR Be/B
I WHICHEVER IS lARGER
NATURAL GROUND
,I NOTE: ALL COSTS OF EXCAVATION BELOW GRADE AND PLACEMENT OF
GRANULAR BEDDING SHALL BE INCLUDED IN THE BID PRICES
FOR PIPE ITEMS. UNLESS SPECIFIC BID QUANTITIES ARE LISTED
I FOR GRANULAR BEDDING FOR WATERMAlN.
CLASS "B" PIPE BEDDING
I COMPACTED BACKFILL
AS SPECIFIED
I SUITABLE MATERIAL
1
PIPE MATERIAL
I AS SPECIFIED
I GRANULAR BEDDING &
ENCASEMENT MATERIAL
NATURAL GROUND AS SPECIFIED - INCIDENTAL
TO SEWER CONSTRUCTION
I THE BOTTOM OF THE TRENCH SHAll BE SHAPED
TO FIT THE PIPE BARREL FOR AT LEAST 50~
OF THE OUTSIDE DIAMETER. THE REMAINDER OF + 24" MAX.
I THE PIPE IS SURROUNDED TO HEIGHT OF AT
LEAST 6" ABOVE IT'S. TOP BY SELECT FILL
MATERIALS, PLACED BY HAND. TOOLS AND PVC SANITARY SEWER
COMPACTED TO COMPLETELY FILL ALL SPACES
UNDER AND ADJACENT TO THE PIPE.
I
NOTE: ALL COSTS OF EXCAVATION BELOW GRADE AND PLACEMENT
I OF GRANULAR BEDDING SHALL BE INCLUDED IN THE BID
PRICES FOR PIPE ITEMS.
I CLASS "c" PIPE BEDDING
I ~ APPROVED: DETAIL NO:
PIPE BEDDING REVISION DATE: FEBRUARY 2004
SlHAKOPlEE SHAKOPEE ENGINEERING DEPARTMENT 3005
I cn.o.tUNI'n'PIUOBSI!\031SS'
I
I
I
I
I COMPACTED BACKFILL
AS SPECIFIED
I'
." ., .
';. . ".:.' .... .., . ','.
I
I
" TOP OF ROCK
I (VARIES)
PIPE MATERIAL .. .
I AS SPECIFIED,
GRANULAR BEDDING & ZONE
1 ENCASEMENT MATERIAL
AS SPECIFIED - INCIDENTAL
TO SEWER CONSTRUCTION
I MAXIMUM
PAYMENT LIMITS
1
I,
I
I
I
I ~ APPROVED: DETAIL NO:
SHAKOPlElE ROCK EXCAVATION REVISION DATE: FEBRUARY 2004
I 3006
CCMMUNrIY1'RIIl6SN:1! 1!151 SHAKOPEE ENGINEERING DEPARTMENT
I
I
I
I
I 4" RIGID INSULATION DESIGN GRADE OR
SEE SPECS. EXISTING GRADE
I
I VARIABLE
VARIABLE _t SEE SPECS.
I SEE PLAN
6" MIN
I 1
I
I
I COMPACT AREA ABOVE PIPE TO
95% STANDARD PROCTOR DENSITY
USE GRANULAR BEDDING MATERIAL
I FOR BACKFILL MATERIAL BELOW &
6" ABOVE INSULATION MATERIAL
I
I
I
I
I ~ APPROVED: DETAIL NO:
INSULATION REVISION DATE: FEBRUARY 2004
SJHA1KOJPlEJE 3007
I CXlMMIJNlIYPRIOBSN:E IB51 SHAKOPEE ENGINEERING DEPARTMENT
I
I
I
I
TiES REOUIRED TO
I USE 4" OR 6" METAL PLUG AND CAP, CLEA.D OUTS
TOP TO BE 1/2 " BELOW
EXISTING GROUND GRADE
I
I
I PVC RISER FOR COMMERCIAL
VARIES 10' TO 20' PVC RISER FOR RESIDENTIAL
I
I 4" OR 6" VERTICAL WYE(SDR 26 PVC)
1/8 2000 PSI CONCRETE ENCASEMENT
I 12" ALL AROUND (INCIDENTAL)
I
PYC 26 PYC)
I
I CLEAN-OUTS REQUIRED AT 70' INTERVALS FROM
. ".", ,. . ' .. .
MAIN SEWER LINE.
I
I
I
I ~ APPROVED: DETAIL NO:
SANITARY CLEAN OUT REVISION DATE: FEBRUARY 2004
SHAKOf1EE 3008
I ca.v.roNIIYl'RIOllSlNCl!1857 SHAKOPEE ENGINEERING DEPARTMENT
I
I
I 0 0
I
I
I
I 0 0 0
I 0 0 0
I 0 0 0
0 0
0
I 0 0
I 0
0
I
I NOTE:
STRUCTURE MARKER SIGNS SHALL BE FURNISHED AND INSTALLED FOR
I ALL STRUCTURES LOCATED OUTSIDE OF THE STREET RIGHT OF WAY AND
SHALL BE CONSIDERED INCIDENTAL.
I 0.063" THICK ALUMINUM SIGN.
BLACK LETTERS ON WHITE HIGH INTENSITY REFLECTORIZED BACKGROUND.
U-CHANNEL POST,
I MINIMUM 1.2 LB./FT. 6'- 6" LONG, PAINTED GREEN.
I
I ~ APPROVED: DETAIL NO:
STRUCTURE MARKER SIGN REVISION DATE: FEBRUARY 2004
SJHA1KOfEJE 3009
I COMMlJNliY PRIIlIlSlla 1857 $HAKOPEE ENGINEERING DEPARTMENT
I
I CONCRETE ADJUSTING RINGS
MINIMUM OF 2 RINGS (4"),
CASTING AS SPECEF1ED MAXIMUM OF 18" INCLUDING CASTING.
I ROADWAY SURFACE
SEE MnDOT STANDARD PLATE 4020
I FOR COVER REQUIREMENTS
SET WITH CEMENT MORTAR
I T : '. .t:' . WALL CONSTRUCTION SHALL BE
r CLASS II PRECAST PIPE, EXCEPT
8" PRE-CAST 48" DIA MAY BE ASTM C 478
I 12" MIN CONCRETE CONCRETE PIPE. SEE STANDARD
. VARIES :'" * PLATE 3000 (NO TONGUE OR
'. ' GROOVE AT TOP OR BOTTOM OF
. ' I . '
I . , , " THIS SECTION) CAST -IN-PLACE
CONCRETE ALLOWED ONLY IF
I . . APPROVED BY ENGINEER
',<<'
I I
I I
.'.... '. ..~ . REFER TO PLANS
I ., ',/~:}"!:,I:;:,:~?:::~:~::,:.;.:.T',;';;:,:~.;: '~:',;,:.,~.,~...::: ," '. ..... FOR PIPE REQUIRED
, ,.....:, .~.">~"t ~ '.: ~: '.':~,~ ~,::: .~, ~:> ':~' ,-:., ~' . ....
, ...,.... . . 4." ..c '. ...
. . .' ~..' " . : 4,' . 't ,,; ': ',.. .: .
I ~ <k. STRUCTURE
I 8" POURED CONCRETE BASE. OR ALTERNATE PRECAST CONCRETE
BASE. SEE MnDOT STANDARD PLATE 4011 (MODIFY DIAMETER AND
2" RAISED AREA TO FIT REQUIRED DIAMETER.
I CD REFER TO STANDARD PLANS FOR HEIGHT AND
I DIAMETER REQUI,RED.
@ MANHOLE STEPS SHALL BE POLYPROPYLENE PLASTIC REINFORCED WITH
I A NO. 2 DEFORMED STEEL ROD GRADE 60 AND SPACED 16" OC.
0) REINFORCEMENT AS PER SPEC 3301. GRADE 60.
I
I
I ~ APPROVED: DETAIL NO:
STANDARD MANHOLE FOR REVISION DATE: FEBRUARY 2004
SHAKOPEE STORM SEWER 4001
I Q)MMUNrIYl'Iaa!SIIa 18157 SHAKOPEE ENGINEERING DEPARTMENT
I
I
I A
L
I CURB INLET FRAME AND CURB BOX
NEENAH NO. R-3246 WITH
DIAGONAL GRATE
I
PLAN
I
I ALL STORM SEWER CASTING ELEVATIONS
4" CONCRETE COLLAR SHOWN ON THE PLANS HAVE BEEN
I CONCRETE ADJUSTING RINGS DEPRESSED 0.15' BELOW GUTTER
2 RINGS (4") MIN ELEVATION.
16" MAX (INCLUDING CASTING)
ENCASE IN CONCRETE
I COLLAR USE CONCRETE
CURB MIX FOR COLLAR
I 31"
I 3'- 6"
. iii', J
..
.'
I .
. .:
~
.
.; .~. .' '4'/$'. . ~. .,' : ,',
I
I SECTION A-,"A
I NOTES:
MINIMUM REINFORCING SHALL BE WIRE FABRIC
HAVING AN AREA OF NOT LESS THAN 0.12 SO IN
I PER FOOT IN BOTH DIRECTIONS
POUR A 3" TO 4" CONCRETE COLLAR
AROUND RINGS EXTENDING FROM THE
I CASTING TO THE PRECAST SECTION
REFER TO PLANS
FOR PIPE REOUIRED
I ~ APPROVED: DETAIL NO:
21 x31 CATCH BASIN REVISION DATE: FEBRUARY 2004
SHAKOfEE 4002
I CXlMMIJNDYl'RIDIlSlhtJ! UI57 SHAKOPEE ENGINEERING DEPARTMENT
I
I -'
"'"
'"
":
I f"""" --.. ........- .- ... --..... ...._~ \
I ,. ,
! \
; j
! \
I I I
i I 351/4 " 43"
i .i
i I
,
,
I \
;;;:Jj
I CURB INLET FRAME AND CURB BOX
NEENAH NO. R-3246 WITH
I DIAGONAL GRATE
PLAN
I ALL STORM SEWER CASTING ELEVATIONS
SHOWN ON THE PLANS HAVE BEEN
DEPRESSED 0.15' BELOW GUTTER
I CONCRETE ADJUSTING RINGS ELEVATION.
MINIMUM OF 2 RINGS (4") t
I MAXIMUM OF 18' INCLUDING
THE CASTING.
4" CONCRETE COLLAR
~ ',~:~ ,; ": ',' "", ~,' ..' .. .,' .
I ./l "..."; .'
24" , .
.' .. I- b,
PRE-CASTCONCRETE --I ' .
, ' ' .
MANHOLE COVER .-
I ' .
WITH 2' x 3' OPENING .~Q' . : c.'~
, , AS SPECIFIED : ."
SET WITH CEMENT MORTAR ' . REFER TO PLANS
I :',(S . ,'" FOR PIPE REQUIRED
.'
,f). Ai ' "
<( ,
'4..: .' .'^-- .._.. .-. '-- ...-
I '"
, ' ..---..-....-
, ' RCP PIPE
. .~. .:::~..~\r~;.~:.;>:;/ ;.~. :";~ :,~ ~ ~..~ :c.::....::., ::'~ I'-Or: "::/0 ''':~', '(' :
I ":,'" :'..:'," .,', :~:':, >:~":.' ',,;~' ',,,'; :',." .. ' , .
CONCRETE CATCH BASIN MANHOLE NOTES:
I AND BASE TO BE CRETEX
TYPE 433B OR APPROVED EQUAL BASE TO BE GROUTED TO FORM A SMOOTH
INVERT TO OUTLET.
I SECTION A-A PIPE CUT -OUTS TO BE LOCATED WHERE
REQUIRED.
I ~ APPROVED: DETAIL NO:
SHAKOPJEJE CATCH BASIN MANHOLE REVISION DATE: FEBRUARY 2004
I 4003
(.'t.M.IlJNrIY1'JlIDESNJ! 1IlS' SHAKO PEE ENGINEERING DEPARTMENT
I
I
I
I
I
I NEENAH R-4342 GRATE
OR APPROVED EQUAL
(DETAIL 4009)
I CONCRETE ADJUSTING RINGS
I MINIMUM OF 2 RINGS (4").
MAXIMUM OF 18" INCLUDING CASTING.
I
REINFORCED PRECAST CONE
I SECTION OR 8" SEGMENTAL
VARIABLE CONCRETE BLOCK
I j 'M'_~ '~M'''_'''_''''_'_'''_'_''_~__'_''__'____'''''_''~''''';'_'''__'_..__...~..
I ,.' , ):~~ ;:~:~'.~::;~:~~~:~.: ;~~~. :!:::'~~";'~'I~:';:':":" ;'-:.?': ~'::'. : .:,....: "\. :~ ", " -......--.-........ ~.- .....-.............--....-...................-.---.......-.--
6u..:!: ,..f#'n ".: ',:;:, :~,4, .~.>: ;, ':: . i: ~,:,'..',,' ~:' ,',' :'"
I 11. .... 4' .. ~I
REFER TO PLANS
5.3' FOR PIPE REQUIRED
I
I
I
I
I ~ APPROVED: DETAIL NO:
SlHAK01P'lElE 27" CATCH BASIN REVISION DATE: FEBRUARY 2004
I 4004
CXlMMlJNIIYl'RIDIlSlN:l! 1/le7 SHAKOPEE ENGINEERING DEPARTMENT
I
I
I CD RUBBER GASKET
I @ PLACE CEMENT MORTAR
BETWEEN SECTIONS
Q) SHAPE. DEPTH AND SLOPE CONCRETE ADJUSTING RINGS
I OF INVERT TO BE APPROVED MINIMUM OF 2 RINGS (4").
BY ENGINEER. MAXIMUM OF 18" INCLUDING CASTING.
I @ WALL THICKNESS
AS REQUIRED
".-....
@) STEEL REINFORCED PLASTIC lL.
I z
STEPS SHALL BE A "
POLYPROPYLENE PLASTIC Cf)
w
I REINFORCED WITH A 0
NO. 2 DEFORMED STEEL 48" w
L ...J::2
ROD GRADE 60. VARIABLE ~ l=!
I @ MN/DOT TYPE "B" ECCENTRIC z-
~~
PRECAST CONCRETE CONE 0...
I SECTION TYPICAL FOR co
v
ALL MANHOLES. ::2
a:
8" PRECAST COVER 0
I I-
Cf)
(TYPE II, HS 20 LOADING)
I -1 r- VARIABLE ::2
w
18" MIN. "" t:
I ~
SPECIFIED (DESIGN 4019) .
, :'--@ 0..
6.0' UNLESS OTHERWISE Q)
, .
J ~..' '."'''';:'1:''~i~,,;~z~~;tj{%f~%~~i~..' .-
I 0
v
I
MIN. 8" POURED OR ,. ~ fl. "JI .... .:......:... ,',4.. . ....t}:~< .::~'.~: ,,!,Is, ',' 11
PRECAST CONCRETE BASE REFER TO PLANS
I
FOR PIPE REQUIRED
I
I II-!iI m'..MANHOLE APPROVED: DETAIL NO:
SJHAKOPJElE DESIGN 4019/F REVISION DATE: FEBRUARY 2004
4005
I CXlMMUNDYl'Iml6SN:ll1S57 SHAKOPEE ENGINEERING DEPARTMENT
I
I
I
I
- 1
I I
l
i 16" MAX
i
I
I ,
i
i
I
I TRANSVERSE & LONGITUDINAL BARS
1 " FOR 21" TO 42" APRONS
1 1/4" FOR 42" & LARGER APRONS.
I
I 1
I 6"
T
ANCHOR TOP
I & BOTH ENDS
I NOTE:
I ALL TRASH GUARDS SHALL BE GALVANIZED AFTER FABRICATION
PER MNDOT SPEC. 3392 & 3394.
I TIE LAST 3 PIPE JOINTS. USE 2 GALVANIZED TIE BOLT FASTENERS
PER JOINT. INSTALL AT 60. FROM TOP TO BOTTOM OF PIPE.
I
I
I ~ APPROVED: DETAIL NO:
TRASH GUARD FOR REVISION DATE: FEBRUARY 2004
SJHAKOflEE END SECTION 4006
I cn.MlNnY1'IlID8S1N:1! 1851 SHAKOPEE ENGINEERING DEPARTMENT
I
I
I 4"PVCPP 4"PVCPP
4 "PVCPP
I ", '.~:'~.~ 'l~: :~. ~;: ..... ..:~'';'':''::. ~:..) .(:: : .::~ ':..:~;. ~.~'!.,..~ ::,"'''::.;..~.':'',:,>
I MANHOLE OR CATCH MANHOLE OR CATCH
BASIN WALL BASIN WALL
I I" 1 00' (MIN.)
I
I
I
I ILl
a.
0:
I · LENGTH TO BE DETERMINED
BASED ON EXISTING SOIL CONDITIONS
I
I
RCP PIPE ,
I I
PREFERRED
I METHOD
2'
I BITUMINOUS SURFACE
V
VARIES
I 2.~ GRANULAR SUBBASE
MORTAR JOINT WHERE DRAIN
I COURSE FILTER AGGREGATE PIPE COMES INTO MANHOLE OR
MN/DOT 3149.2H CATCH BASIN
PERFORATED PIPE
I
I ~ APPROVED: DETAIL NO:
PERFORATED DRAINTILE REVISION DATE:
SJHAJKOJPJEJE FEBRUARY 2004
I 4007
0JMMIJNnY1'RJllI!SIN:ll1l!l7 SHAKOPEE ENGINEERING DEPARTMENT
I
I
I
I
2'
I I. " =1
I'-
I r-
COURSE FILTER AGGREGATE
I MN/DOT 3149.2H
2'
I L FILTER FABRIC
I 2"MAX PERFORATED PIPE
USE DRAIN PIPE wlO PROTECTIVE WRAP AND
I ROCK WITH TRENCH LINED FILTER FABRIC
. . ,. ..
I I I
TYPICAL HOLE LOCATIONS
I
I
I
I CORRUGATED POLYETHYLENE PIPE WITH PVCPP WITH OR WITHOUT PROTECTIVE WRAP
OR WITHOUT PROTECTIVE WRAP
I
I
I II-!r.I APPROVED: DETAIL NO:
PERFORATED DRAINTILE REVISION DATE: FEBRUARY 2004
SlHfAKOJPEJE SHAKOPEE ENGINEERING DEPARTMENT 4008
I COMMUNrIY l'RnlBSINc:E 185l'
I
I
I
I NEENAH R-4342 DITCH GRATE
,
I STOOL TYPE (OR EQUAL)
I
I
I
I
I
I
I t_
=f:ll ( ~ 51/4"
I
~
...b--23,,------j
I
33"
I
I
I
I ~ APPROVED: DETAIL NO:
BEEHIVE MANHOLE GRATE REVISION DATE:
SlHIAKOPlEJE FEBRUARY 2004
4009
I Q:lMMUNIIYPIuOI!SINa! 1857 SHAKO PEE ENGINEERING DEPARTMENT
I
1
RIPRAP
I TABLE OF OUANTIES .l1.O'<D
RIPRAP AT RCP OUTLETS ~~ "- ,"
"~ \'- ~,~,'
I CLASS III CLASS IV CLASS V ~~ i)...~ ~,..
. 0 50= 9" 0 50= 12" 0 50= 15" (V,
DIA 15 7.5 18 9 24 12 GEOTEXTILE FABRIC
ROUND DEPTH DEPTH DEPTH DEPTH DEPTH DEPTH
I PIPE RIPRAP GRANULAR RIPRAP GRANULAR RIPRAP GRANULAR SECT 0 8 8
FILTER FILTER FILTER I N -
(IN) (CU YOl lCU YD (CU YO leu YDl (CU YDl CU yO)
12 ? 1 1 . 1 '.6 1.3 3.4 1. 7
15 ?9 1.4 3.5 1.7 4.6 -'.3
1 18 3.6 1.8 4.4 2.2 5.8 '.9 r B
21 4.6 2.3 5.6 2.8 7.4 3.7
24 5.8 ?9 6,9 3.5 9.? 4.6 4....:7'"
27 6,9 ~4 8,3 4.1 11.0 5,5 1~ M po;
30 8,' 4.1 9,9 5.0 13.' 6,6 l:r
I ,'6 11.0 5.5 13.' 6.6 17.6 8.8 2~,---.lC"
4'] 13.6 6,8 16.4 8.2 21.8 10.9 rDIA OR SPANj.f.~' 2' :l'
48 16,8 8.4 20.1 10,1 26.8 13.4 '~1
54 19,8 9.9 '3.7 11.9 31.6 15.8 A -- ~ A
60 23.0 11.5 27.6 13,8 36.8 fA.4 L_~ 1 I g J
66 27.0 13.5 32.4 16.2 43.? ?1.6 E
1 7'i 31.1 15.6 37.4 18.7 49.8 ?4.9 ~l
84 40.0 ?O.O 48.0 24.0 64.0 32.0 . --"";:t--.... i..,J'
90 45,5 ??8 54.6 27,,' 17.8 36.4 I
, 1IjJ' p;. ~.
2' ->><
I RIPRAP AT RCP-.A OR BOXES OF EQUIVALENT SPAN WIDTH I.., 1~.,. ..,...
CLASS., III CLASS IV CLASS V 4 L.
050= 9" .. 0 50= 12" 0 50= IS" . B .1
I SPAN 15 7.5 18 9 24 12 . 50,. ..
ROUND DEPTH DEPTH DEPTH DEPTH DEPTH DEPTH . .
PIPE RIP RAP GRANULAR RIPRAP GRANULAR RIP RAP GRANULAR
FILTER FILTER FILTER PLAN
ClN} (CU YUJ (CU YO) lCU YUJ (CU YDl (( U YD) (CU YDl
1 ?2 3.6 1.8 4.4 '.2 5.8 2.9
28 5.8 2.9 6.9 3.5 9.2 4.6
36 8.1 4.1 9,8 4.9 13.0 6.5
43 11.0 5.5 13.2 6.6 17.6 8.8 SEE SPECIAL PROVISIONS
51 13,6 6.8 16.4 8.2 21.8 10.9 '~. FOR GROUT REQUIREMENTS
I 58 1 ,5 R,' 1 .R 9.9 26.4 n.? ' 'K~~
. ~.~ ~ :~ 1 ~.~ ~j:~ ~l:6 ~~:~ ~~:~. [..,~..~~]",:....:'~'mmmm..~. ' fGROU~ RIPRAP
R8 .4 11;.? .'~I .9 19.4 51.8 ?5,9 12 - .11.0'\!I
I ~~~ :~:~ ~~:8 ;~:~, ~~:l ~6:~ 5;:~mm....m'....'m.._'..'..,....,....,..__.._-,-,--
1?2 49.3 24.6 59.1 29.6 78.8 39.4 ''''<,<:>w:o..~ 1\ i0 '
138 61.' 30.6 73.5 36,8 98.0 49,0 ' >', ~ ~-0
154 74.4 37:? R9,3 44,6 119,0 595 " ~ : ,/" ''),'11''
I GEOTEXTILE FABRIC(g),
. NOTE:
, REQIREMENTS .FOR .RIPRAP SIZE, THICKNESS, SECTION A-A
WILL BE DESIGNATED IN PLANS.
I Q) FOR PIPES GREATER THAN OR EQUAL TO 48", USE 2.0'
@ THE FABRIC SHOULD COVER THE AREA OF THE
I RIPRAP AND EXTEND UNDER THE CULVERT APRON .3 FEET.
TIE LAST 3 PIPE JOINTS. USE 2 TIE BOLT FASTENERS PER JOINT.
I
1 ~ APPROVED: DETAIL NO:
...............~ RIPRAP DETAIL REVISION DATE: FEBRUARY 2004
I ~!!! SHAKOPEE ENGINEERING DEPARTMENT 4010
I
I
I 0.5"
I
I SHAKOPEE STANDARD
I
\" 10' MIN. TRANSITION
I ~I STANDARD FRAME & BOX
FOR 8618 CURB & GUTTER
1 l~~~~~~~~~i~i~~~ _ ~*i~;tr~~~~~;~~~~~
,"".", ...... .......,.,.~..,. '. ~,",'''''7". "'"\'~:'''''''''':''''''' ~ ~ ........,.."'..,",:,:....~ <.M"'''~';''',~,~, ,,;... "'~"''''''''''
1 ::7j.;~t:.~:'~:'~.i:'~~2 :~:~'::J.:::i.~:F~~~:~~i<:P.?~?~~~~:.;~~):~{;.~;..:.: t). . :~~~1{~ f;:~:~~;fi;~:~~;~.;~~;!i:~:~~ti~~~~Jt~, i{ !~~. :~::~;m:~
lD lD
8618 0: 0:
::> ::>
u u
SHAKOPEE, STANDARD lL. lL.
I CURB & GUHER (TYPICAL, SEE ABOVE) 0 0
'W ~.
~ ~
lD
I
I
I
I
I NOTE:
I STORM SEWER TOP OF CASTING ELEVATION SHOWN ON THE PLANS
INCLUDES A 0.1 S" DEPRESSION FROM THE PROPOSED GUTTER
GRADE. THE CONCRETE CUR8 SHOULD BE TRANSITIONED FROM THE
PROPOSED GUTTER GRADE TO THE CASTING ELEVATION 10 FEET ON
I EACH SIDE OF THE CENTER OF THE CASTING.
I ~ APPROVED: DETAIL NO:
TRANSITION TO 8618 CURB REVISION DATE:
FEBRUARY 2004
SJHAKOPlEE AT CATCH BASIN 4011
I CJMMvNm' PRIIlBSINCI!1851 SHAKOPEE ENGINEERING DEPARTMENT
I
I HINGE ASSEMBLY
57"0 0.0. MIN 2 HINGES REQUIRED
SEE DETAIL "A-A"
I 1/4" x 1" FLAT STL. 0 0
I POND OUTLET + INLET PIPE
PIPE
(4) 1/2"0-13 UNC HEX
I HEAD STAINLESS STL. BOLTS
WITH NUTS AND WASHERS L
I DETAIL "A-A" 5/8"' SMOOTH RND. STOC;~
NOTE: 4" O.C. BOTH WAYS
1. GRATE TO BE MADE IN (2) PIECES.
I 2. ALL METAL SHALL BE HOT -DIPPED 1/2" STL. PLATE 57"0 (2) PIECE 5/8" ROD
GALVANIZED. POND SKIMMER GRATE
3. SEE PLAN FOR ALL ELEVATIONS.
I TOP VIEW
I EXISTING POND
SIDESLOPE (VARIES)
I L
HWL 6"
I 4' MIN. .. .'
.
..,_.~.".....,,---- - ...".......-.- .' SUBMERGED FLARED END
FLOW .:. WITH TRASH GUARD (TVP).
I - ~. :.
,,,...--. ,'..... .'.- ~..._........- NWL _ -
VARIES
I ......--..... ...-... -...........-......
SUBMERGED STRUCTURE
INLET PIPE
....-.............-, .--......-"....... ....--.............-.... .. -'''...........-..
I VARIES
6" ,.:', "'. :.;'::::'~'~'>~ ,:r/. ~ ,;,,~ >::>;:
STRUCTURE INLET PIPE SHALL BE SIZED TO liMIT
I VELOCITIES TO 0.5 FT/S FOR THE TREATMENT
MONOLiTHICALL Y STORM EVENT.
POURED BOTTOM POND OUTLET SHALL BE SIZED TO MEET RATE
CONTROL REQUIREMENTS.
I TIE LAST 3 PIPE JOINTS. USE 2 TIE BOLT
FASTENERS PER JOINT.
I SECTION VIEW
I~ APPROVED: DETAIL NO:
. POND SKIMMER REVISION DATE:
FEBRUARY 2004
SHAKOlPJElE STRUCTURE 4012
I CXlMMUNIIYPRIDIlSlNCl! l851 SHAKOPEE ENGINEERING DEPARTMENT
I
I 2' .I~ 4' ~b2'.1
6")'.A"
I
I
I 5' MIN.
I
I
I
I
I
I NOTES:
THE BARRICADE BOARD FACE SURFACE SHAll BE
I FUllY REFlECTORIZED IN ALTERNATE SilVER WHITE
AND RED STRIPING, USING REFLECTIVE SHEETING
CONFORMING TO THE REQUIREMENTS OF SPEC.
I 3352.2A2a STANDARD NO.1.
PRIOR TO INSTALLING THE REFLECTIVE SHEETING,
I MIN. THE BARRICADE BOARDS SHALL BE GIVEN A
COMPLETE COAT OF WHITE WOOD PRIMER PAINT
, '
FOLLOWED BY A SECOND COAT OF WHITE EXTERIOR
I PAINT APPLIED ONLY TO THE SURFACES NOT
COVERED WITH REFLECTIVE SHEETING.
I APPROX. 2' 8" THE BARRICADE BOARDS SHALL BE COMPLETELY
~ PAINTED AND RElECTORIZED SHEETING APPLIED
BEFORE INSTALLED ON THE POSTS.
I
I ~ APPROVED: DETAIL NO:
TYPICAL BARRICADE REVISION DATE: FEBRUARY 2004
SlHAKOPlElE SHAKOPEE ENGINEERING DEPARTMENT 5001
I COMMuNnYl'RJDIlSlNCll18S'
I
I
I CONTRACTION JOINTS 0
I
I
I
I
I
I 12" SAND CUSHION 0
4" CONCRETE WALK TYPICAL @
I
I BOULEVARD WIDTH VARIES
I SIDEWALK DIMENSIONS
CD WIDTH - 5'
I @ DEPTH - 4" TYPICAL, 6" AT RESIDENTIAL DRIVEWAYS
6" IN NEW DEVELOPMENTS ADJACENT TO
I SHAKOPEE STANDARD SURMOUNTABLE CURB.
Q) BASE DEPTH -12" GRANULAR BORROW OR 4" OF
I CLASS 5 AGGREGATE (100% CRUSHED LIMESTONE)
0 CONTRACTION JOINTS - 5' INTERVALS (APPROX)
I @ EXPANSION JOINTS - 100' INTERVALS (MAX.)
I
I ~ APPROVED: DETAIL NO:
TYPICAL SIDEWALK REVISION DATE: FEBRUARY 2004
SJHA1K01PJEJE SHAKOPEE ENGINEERING DEPARTMENT 5002
I 0lMMLINI1Y l'1lIDIlSN:!! 11151
I
I
I.. 5'0" .1
I INTERSECTION DETAIL
CURB RADIUS
I l'
I
I
I
I PLAN
I ~~'r-
. .~",,:, "-.\1,;" '{ '." ,"''<t<':' . .... ". ~/"'''~
I .' , ' , ""'r.f.""'l;1;';"''''',;l:''7'''~::'-~~'.''''' "., ..
. : ,~:: ~>., .. " , .. ''':'~: ~",; '~: ,: "', ,< .-' " ~:.,...::,.:: ',{' ,
'. :~ :":'.' ~~'.., < t ' "~;~ /,'~ ,", '~,:: ( '::'~' : ~:" ': ?,..,.. ':~ ':..~~' ~ ,
I ...... 6" - - . 6".. · ..
j ~~~ =1~'f-- I
. P.1. , P.1. I
,: 3 ~. 1~' · ~ ;I :
I ELEVATION VIEW OF RAMP
I ' " "
. . I ....... . ... ,,,. I
CURB OR CURB" . ,', 54' ' ".',' , ',' ,.'.... '"
AND GUTTER . r----- --- --------. '" .. ..... .......
I I ..' " ,':, ','.'d' ',:."" ': ,',~'
../$ . <i!' ", ..1<" ..
. .. . .111-" .14..:....... '.~'.".'. :~'::C"'. ..A.... .~~
. ," .' ',(I' ,ii',,' '." .A' '. .....---
/l' .' . q .' , .' . .. ;"',... . :c.:'. '~.4 . . I,l
I '::'. ,.~ ":.<: ~ ;..,' ';,,' 4" CONCRETE WALK
. . . '. v . : ',' '. q4 .' ': .
SECTION A-A
I
I ~----, - APPROVED: DETAIL NO-
~...PEDESTRIAN .
SHAKOlPEE CURB RAMP REViSION DATE. FEBRUARY 200'
, .",....,,_...."'" SHAKOPEE ENGINEERING DEPARTMENT 5003
1
I
I
I
I FINISHED GRADE
I
I
I
I
I
I
I 6" MIN. FOR RESIDENTIAL CONC. DWY/APRON,
8" MIN. FOR COMMERCIAL CONC. DWY /APRON,
I 8" AGGREGATE BASE. CLASS 5.
I. 100% CRUSHED LIMESTONE (2211)
SUBGRADE PREPARATION (2112)
I
I
I
I ~ APPROVED: DETAIL NO:
CONCRETE DRIVEWAY REVISION DATE: FEBRUARY 2004
SJHAKOP1E1E PAVEMENT 5004
I COMMuNrIYl'1lIDI!SIN::E lB9 SHAKOPEE ENGINEERING DEPARTMENT
I
I
I I- VARIES . I
I
CONTRACTION JOINT
(SAWED OR PREFORMED)
I ON 16' OR WIDER DRIVE
R = 5' R = 5'
I 3/8 .. x ," FORMED CONTRACTION
JOINT TO BE SEALED WITH HOT 3/8 " xl" FORMED CONTRACTION
POURED CONCRETE JOINT SEALER JOINT TO BE SEALED WITH HOT
I POURED CONCRETE JOINT SEALER
I EXPANSION JOINT CONTRACTION JOINTS EXPANSION JOINT
I PLAN
I
I
WHERE SIDEWALKS EXIST OR ARE
I DRIVEWAY SLAB SHALL NOT BE POURED PROPOSED, THE DRIVEWAY SHALL
INTEGRAL WITH GUTTER EXTEND THROUGH THE SIDEWALK
AT 2.0%.
I i
13.5"
T
..1 PAVEMENT FOR DRIVEWAY SHALL
BE BACK OF CURB
I SECTION
I
I
I ~ - RESIDENTIAL DRIVEWAY APPROVED: DETAIL NO:
SHAKOfJEE ENTRANCE REVISION DATE: FEBRUARY 2004
5005
I OlMMUNm'P1lIOESiNc:Il1857 SHAKOPEE ENGINEERING DEPARTMENT
I
I
I '" '".
"
..
. .'
I CONCRETE CURB
AND GUTTER
,.
I REMOVE CROWN "
IN 40 FEET '" EXPANSION
C;~8 JOINTS
I . ".'
rA ...,:.: .
' . ~"'.
B ,~';:~b.'
I
I ,. ,
"
CONCRETE TO BE CONTRACTION LA
I POURED INTEGRALLY JOINTS
WITH CURB
I PLAN
I B618 CONCRETE
1 CURB AND GUTTER
7"MIN.
I
I 4' I .. ,...4'
.. ....
I SECTION B-B WHERE STREET GRADE IS 2% OR LESS,
INVERT SHALL BE AT NORMAL
GUTTER LINE.
I
SECTION A-A
I
I ~ . . COMMERCIAL DRIVEWAY APPROVED: DETAIL NO:
REVISION DATE: FEBRUARY 2004
S1HAKOPJEE AND CROSS PAN 5006
I COMM1JNlIY I'RIOOSI!Q 185l' SHAKOPEE ENGINEERING DEPARTMENT
I
I
I
I 8' BITUMINOUS WALK
~I MATCH EX.
I 2.0%
..
I
I 6"
I FINISHED GRADE
I
I
I
2.5" BITUMINOUS WEARING COURSE (LVWE45030B) (2350)
I 6" AGGREGTE BASE CLASS 5
I 100% CRUSHED LIMESTONE (2211)
SU8GRADE . PREPARATION
I
I
I
I
I~ APPROVED: DETAIL NO:
BITUMINOUS TRAIL REVISION DATE: FEBRUARY 2004
SJHIAKOPJEE 5007
I COMMtJNnYl'ImlSSlNCB 1I!l1 SHAKOPEE ENGINEERING DEPARTMENT
I
I
I
TRAFFIC SIGN SPECIFICATIONS
I MATERIAL:
I ALUMINUM SHALL BE 5052-H38 OR 6061- T6 ALLOY.
GAUGE SHALL BE: 0.080 ON THE LONGEST SIDE
UP TO 30"
I 0.100 ON THE LONGEST SIDE
OVER 30"
I 2#/FT. REFLECTING SHEETING SHALL BE ENGINEER GRADE.
ALL SIGNS CONFORM TO SECTION 3352. SIGNS AND
MARKERS STANDARD SPECIFICATIONS FOR HIGHWAY
I 7' CONSTRUCTION.
3#/FT. CHANNEL POST SPECIFICATIONS
I
STEEL CHANNEL POSTS SHALL WEIGH 2LB./FT. OR
1 3LB./FT. AS REQUIRED. POSTS SHALL BE PUNCHED ON .
0 1" CC AND PAINTED GREEN. POSTS SHALL BE OF THE
0 4-RIB DESIGN. POSTS ARE TO BE 7 FEET IN LENGTH.
0
0
I 0
0 3.0'
~ MINIMUM BOLTS, NUTS, AND WASHERS
I ~1 HARDWARE SHALL BE GRADE 5 STEEL BOLTS WI
LOCKING NUTS MINIMUM AND BE GALVANIZED
OR CADMIUM PLATED.
I
1 NOTE:
TYPICAL SIGN INSTALLATION WHEN STREET
I NAME SIGNS ARE NOT INSTALLED
ALL SIGNS LOCATED IN CONCRETE MEDIANS SHALL HAVE AN ADDITIONAL BREAKAWAY
I SYSTEM APPROVED BY THE CITY OF SHAKO PEE PUBLIC WORKS DEPARTMENT PRIOR TO
CONSTRUCTION.
I
I~ APPROVED: DETAIL NO:
TRAFFIC SIGN REVISION DATE: FEBRUARY 2004
SlHAKOlPJEJE INST ALLA TION 5008
I O:lMMUNlIYPIlIDIlSlNc:l! 18!7 SHAKOPEE ENGINEERING DEPARTMENT
1
I
I @~
@~
1 ~ <@ @~
1. Drive 0 1.1 m ~3.5 ft) base post in the ground so that
I no more thon 00 mm (4") is above ground level. Nest
costing into top of post. Insert two 8 mm x 40 mm SLIP
SAFE socket-head attachment bolts with flat washers
through the post. Place the nuts on the inside of the castin~.
Tighten the bolts usin~ the turn-of-the-bo/t method. The bo ts
should be tightened /2 to 3/4 turn after snug.
I 2. Attach costing to top post using two 8 mm x 40 mm
SLIP SAFE socket-head attachment bolts with flat
I washer through costing and post. (Note: If top
~ast will be used with 0 street sign bracket. attach
he SLIP SAFE costing into the o~posite end of the
top post where the first hole is 5 mm (1 ") from end.
ThiS will ensure that the street sign costing will ali~n
correctly with the holes in the top post.) Attach t e
I second costing to top post in some manner.
fi-.
07
I t
1
@ @
I @ @
@ @
3. Place keeper plate on top of the base post SLIP SAFE
costing with keeper plate holes aligned to v-notches in costing.
I
; 0
I i
I
! I !
1 0
i
I
1 i 0
i'
i
I 4.Position SLIP SAFE to~ ~ost with attached costing over the keeper plate
and base posts SU AFE castin~ so that both SUP SAFE castings align.
Place 0 flat washer on the two 3 mm x 55 mm SLIP SAFE attachment bolts
and insert them from the bottom, up throu&h the holes in the keeper plate.
Place 0 second flat washer over the protru ing bolts. Put on lock washers
and nuts and ti~hten. USi~ the turn-of-the-bo/t method. the attachment
.1 nuts should be ightened 1 to 1/2 turn after snug.
NOTE:
ALL SIGNS LOCATED IN CONCRETE MEDIANS SHALL HAVE AN ADDITIONAL BREAKAWAY
I SYSTEM APPROVED BY THE CITY OF SHAKOPEE PUBLIC WORKS DEPARTMENT PRIOR TO
CONSTRUCTION.
I ~ APPROVED: DETAIL NO:
SLIP SAFE REVISION DATE: FEBRUARY 2004
SHAK01PJEE BREAKAWAY SYSTEM 5009
I CQ.MlNIl"{ l'RlalSlla 1Il57 SHAKOPEE ENGINEERING DEPARTMENT